Loading...
HomeMy WebLinkAbout161 Nevers Road (3) TOWN OF SOUTH WINDSOR, CONK UT PLANNING AND ZONING COMMI APPLICATION FORM App. No. - MAY IMPORTANT 19g(� Date Receiv S Action ubllc Hearin B planning and , ee VA ent staff •C1d require 14 days'"C�=1s�k �II ,�__lication 1 t No. completeness. To onsurre roc t ig j Rece p . complete application by PZC, it is. , ongly recommended that the application be submitted 14 days prior to the Regular Meeting at which it will be received. PROJECT NAME: PR. J05em APPLICANT: Tmwntr S�uy WIN ADDRESS: S�tMWINMCr.6 TELEPHONE: 5ZS•R7 I OWNER OF RECORD ON LAND RECORDS: ADDRESS: COMPLETE LOCATION OF PROPERTY: WINV300 ZONE: jka4 Ae 'A NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: TELEPHONE: THIS APPLICATION IS FOR: (Check one of the following) -.,.' - 1. Zone Change to ----.(public hearing required) 2. Subdivision r 3. Open Space Subdivision (public hearing required) 4. Resubdivision (public hearing required) 5. Special Exception to Article • ---(public hearing requirE 6. Site Plan of Development 7. Earth Filling (Section 10 ) and/or Earth Removal (Section 9 : (public hearing required) 8. General Plan of Development 9 . Regulation Amendment: Zoning Subdivision 10 . Other (explain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPER' AND SUB ITTED IN TRIPLICATE WITH SIX SETS OF THE MAPS (7 if public heari: is req red) D OTHER DO ME (see page 2) % 4 g%w,&& ,AA App scant n r 1/14/87 (see reverse sid L.10t. SOUTH WINDSOR PUBLIC HIGH SCHOOL 1 . Application for a special exception to Article 4.2. 8.b.1 (uses providing essential community services) of the zoning regulations to allow for the expansion and alterations to the South Windsor High School and Wapping Elementary School. The property is located on the west side of Nevers Road and south side of Ayers Road, A-20 zone. 2 . Proposed addition to the High School is 100,460 sq ft (totalling 190,988 sq ft) and proposed addition to Wapping School is 1,100 (totalling 47,798 sq ft) . Impervious coverage is proposed to be 24%; 50% allowed. The height of the building in Phase I is proposed to be 38 ft and in Phase II is proposed to be 65 ft (30 ft allowed) . The applicants received ZBA approval on 6/7/90 for these heights . In addition they received a 2 ft variance for the location of the bleachers to be 8 ft from the property line on the western side of the site. 3 . They are proposing to add 156 parking places bringing the total up to 542 spaces. Our regulations call for 1 space for each 250 sq ft of gross floor area- requiring 1289 parking spaces . Therefore they are looking for a waiver of 747 spaces. Also, they are looking for the size of the spaces to be 9 X 18 in size. These waivers are requested on the plans. It appears all our other zoning regulations have been met. There are regulated wetlands and floodplain on the site. te applicant received IWA/CC approval on 5/21/90 with no unusual approval conditions. 4r. - There is existing water servicing the site. On Feb. 6, 1990 the applicants received WPCA approval for an extension of sewers on Nevers Road,subject to town staff technical review. As you will recall, this Comission recently commented on the proposed sewer extension via the statutory referral process . 4T tyre i at -th-at -en c-1I�. es existing levels of service at several area intersesctions . These inclde the intersections of Sullivan Ave & Ayers Rd; Sullivan Ave & Graham Road; Ayers & Graham Road, Sand Hill at Ellington/Valley View, and Nevers Rd at Sand Hill. The State Traffic Commission has indicated via their STC permit, that traffic signals are not warranted for any of these intersections with the development of this project. . --� The level of service for traffic at Rte 194 and Ayers Rd will drop from LOS D to LOS E for westbound left turns, from LOS C to LOS F for -westbound right turns and drop from LOS A to LOS D for southbound left turns . During this same am peak the LOS for the intersection of RTE 195 and Graham Rd will drop from B to D for westbound right turns . At the intersection of Ayers at Graham Rd the LOS will drop from C to E for northbound left hand turns and from LOS A to E for southbound thru movements. At the intersection of Sand Hill and Nevers Road the LOS for the southbound left turn will drop from D to F, the southbound right will drop from LOS B to D and the LOS for the eastbound left turn will drop from A to E. The intersection of Rte 74 at Sand Hill Road and Valley View will remain a LOS F for the eastbound left and the westbound left turn and through movement. It will drop from C to E for the eastbound through movement and drop from B to D for the northbound left turn. For the PM peak hour movements, affegted intersections include Sullivan Avenue at Ayers, Sullivan Avenue at Graham, Sand Hill at Nevers; and Sand Hill at Ellington/Valley View. At the intersection of Rte 194 and Ayers Rd, the westbound left turn will remain at Level E and the westbound right turn will drop from B to E. At the intersection of Rte 194 and Graham Road the westbound left turn will drop from Level E to F. At the intersection of Sand Hill Road and Nevers Road the southbound left turn will drop from B to E. At the intersection of Rte 74 at Sand Hill Road and Valley View Road the LOS for the eastbound left turn will drop from E to F. The westbound left turn will drop from D to E. The a lican "haver eived STC ap val with condition that ;ex te 94 at Ce inte ection of S Hill Roaeffic. a widened t� nd th right rn lane for orthbound t The applicants are on the agenda of the Architecture and Design Review Board on Thursday, June 14, 1990. We their comments after that meeting. /'� h 3,r� V . The landscaping proposed includes over 200 trees- including austrian and white pines, dogwoods, sugar maples, crabapples . In addition they are proposing over 400 low lying bushes and shrubs- they include blackhain, cinquefoil, leucothoe, compact inkberry, dense yew, dwarf winged euonymus and and overday lilies . �. If there are any dumpsters proposed, they will need to be on a concrete pad and screened. /0. Karl Reichle, Sup't of Parks and Grounds, has a number of suggestions regarding maintenance/landscaping items which the project architect has indicated willingness to work with Town staff on. The site work and building constrution is proposed to be one in two phases. The proposed construction sequence has been distributed to the Commission members. If this appplication is approved, the Planning Department recommends the following modifications: -driveway cuts of surrounding properties should be shown on the key map -proposed dumpsters should be shown on a concrete pad and screened -at the time a record map is submitted to the Town Clerk's Office, the size of the plans are required to be 1 inch equals 4011 , on 24" X 36" sheets 1 =3 AN C) =1* Construction Sequence Schedule This schedule is intended to show the approximate areas and corresponding times in which portions of the site will be disturbed. Se uence No. 1: During the summer of 1990, the existing parking and paving in Areas B and C will be removed and new paving will be placed in Areas A, B, C and F. Sequence No. 2: New building construction at the south end of the existing high school building will start in June of 1990 and will be complete by September 1991. Area E, indicated on the Site Identification Drawing, represents the construction roadway during the course of the building construction. After the building addition is completed, the Area E roadway will become a finish paved surface. Sequence No. 3: Area HS2 and HS3 represent the existing football field and running track. From June of 1990 until the spring of 1991, this area will be used to stockpile the topsoil which is removed from the building construction area. From the spring of 1991 until the fall of 1991, this area will be regraded and a new football field and running track will be installed. Sequence No. 4: Area HS1, which is presently the existing hih school ll season.footall BetweenfNovemberlof not be disturbed until after the 1990 footba 1990 and the fall of 1991, this area will be regraded and the practice baseball field and soccer field will be installed. Topsoil that is removed from Parking Area C and Roadway F during the summer fencel9900 will until beSstored is between Roadway F and the existing football fie regraded. Sequence No. 5: Areas HS4, HS6 and HS7 will not be disturbed until the spring of 1992 at which time fields HS4 and HS7 will be regraded and reseeded and Area HS6, which is presently the student parking lot, will be regraded and seeded as a new softball field. O&.O INDUSTRIES INC. 1 11e WALL ST. I P.O. BOX 807 1 TORRINGTON,CT 08780-0907 1 PHONE (203)489-9 261 —' T Sequence No. 6: The finished paving course for Areas A, B, C, D and F will be installed during the summer of 1991. Area G, which is the existing parking lot for the elementary school, will also be resurfaced during the summer of 1991. Sequence No. 7: A sanitary sewer line will be installed during the summer of 1990 which will disturb the grass area on the east and south sides of the Wapping Elementary School. Sequence No. 8: Two new tennis courts may be added to the project by Add Alternate No. 1. If the alternate is accepted, the two new tennis courts would be added to Area HS5 during the summer of 1991. If the add alternate is not accepted, Area HS5 will not be disturbed at all during the course of the project. &rig• soar • P. 41. '•'�~ '~ ELEMENTARY;;* t •�•' �'�• - . .• •:ram•--rr--• .+ .{••. ,• •.y// .�. L;• This drawing is intended • X, for identifying site areas only. 0 an on ., I• HS1 thru HS7 represent -r K -•_-�_ i Athletic Fields, Track and existing Tennis Courts. Cn 11 ice-•—=�f Q / f o A thru F represent HIGH Q �t �•c. bituminous concrete :paved SCHOOL ?+ x areas. *CAM Vill •,''';1 f ' a "X" and "Y" represent the d' ra U, two new court yards in the O •• Phase I Area. "' • • . �: O M r '•'+ W . L t '. t• •� �• TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT PROJECT NAME This checklist must be signed by plan preparer (P.E. /L.S. ) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplies . 1 . On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. b. Name, address And telephone number of Land Surveyor or Professional Engineer. c. Name of Development. d. Date when drawings were made. 2 . Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 feet. oa-- Data block which gives needed zoning information such as percenta4e of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. 'b Layout of buildings Layout of streets and parking. .. Lines indicating proposed drainage system with direction arrows . e. Lines indicating sanitary sewer system with direction arrows . Names of ' surrounding property owners . g Proposed open spaces and recreation areas. O-h Driveway cuts on surrounding properties. 3 . Architectural Elevations: Plans of the proposed buildings drawn to a scale of 1 8" = 1' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling. Architect's seal on elevations for buildings in excess of 5000 square feet (per CGS Chapter 390) . 4 . Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1 ) 24" X 36" with a 3/4" ruled margin; (2) 18" X 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line stations, curve data, and parking spaces . C. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened) e. Easements, noting grantors, grantees, and purpose. f . Names of abutting property owners . g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E. /L.S. Seal . 5 . Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb lines and pavement width, sidewalks . C. Existing and proposed sanitary sewers . d. Existing and proposed water and gas main systems. e. Present wooded area indicated by foliage lines . Any individual trees to be saved should be shown. f . Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot intervals and spot elevations . g. Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes . (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. ) i. Connections of all springs into proposed storm drainage system as needed. j . Location and indications of existing brook channels, and 100-year flood limits. k. A-2 Certification; P.E. /L.S, Seal . 6 . Landscaping plan. 7 . Drainage calculations - Zero Runoff Increase per attached guidelines. 8 . Traffic report. 9 . Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways and drainage. C. Sight line at driveway & street intersections . d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations . Drainage lines will be shown and described as to material. f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions . g. Metropolitan District Commission datum shall be used on all sites accessible to these controls . The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls . h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. 10 . Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. 11 . Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems; the report should deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. Map of general area with locations of all tests shown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivers. i. Test results and engineering evaluation per Section 4 . 13 .5 . All information required above is included in this application at the time of submission. PLAN PREPARER (P.E. /L.S. ) DATE November, 1987 r r 7 SITE TRAFFIC EVALUATION STUDY SOUTH WINDSOR SCHOOL FACILITY NEVERS ROAD AT AYERS ROAD ,r SOUTH WINDSOR, CONNECTICUT r r r � r 4 E i 7 61, SEPTEMBER 15, 1989 7 r 4 7 r JAMES G. BUBARIS, P.E., P.C. r- f ANNING GINEERING D DESIGN r Wilbur Cross Commons • 60 Connolly Parkway • Building 14 0 Hamden,Connecticut 06514 9 Telephone:(203)288-4762 SITE TRAFFIC EVALUATION STUDY SOUTH WINDSOR SCHOOL FACILITY NEVERS ROAD AT AYERS ROAD SOUTH WINDSOR, CONNECTICUT SEPTEMBER 159 1989 JAMES G. BUBARIS, P.E. , P.C. TRAFFIC PLANNING, ENGINEERING AND DESIGN WILBUR CROSS COMMONS 60 CONNOLLY PARKWAY, SUITE 14B HAMDEN, CONNECTICUT SITE TRAFFIC EVALUATION STUDY SOUTH WINDSOR SCHOOL FACILITY — NEVERS ROAD AT AYERS ROAD SOUTH WINDSOR, CONNECTICUT TABLE OF CONTENTS Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 1 — Existing Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 4 Site-Generated Traffic Estimates. . . . . . . . . . . . . . . . . . . . . .Page 8 Site-Generated Traffic Distributions. . . . . . . . . . . . . . . . . .Page 9 Future Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 11 Evaluation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 14 Table I - Summary of Capacity Analyses. . . . . . . . . . . . . . . .Page 15 Sight Line Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 17 — Accident Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 18 Conclusions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Page 19 Appendix. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Following Page 20 SITE TRAFFIC EVALUATION STUDY SOUTH WINDSOR SCHOOL FACILITY NEVERS ROAD AT AYERS ROAD SOUTH WINDSOR, CONNECTICUT TABLE OF CONTENTS - APPENDIX Exhibit 1 - Location Map Exhibit 2 - Existing 1989 AM Peak Hour Exhibit 3 - Existing 1989 PM Peak Hour Exhibit 4 - 1989 Background AM Peak Hour W/O School Traffic Exhibit 5 - 1989 Background PM Peak Hour W/O School Traffic Exhibit 6 - Site-Generated Traffic Distributions-Arrivals Exhibit 7 - Site-Generated Traffic Distributions-Departur s Exhibit 8 - Summary of Trip Generation Calculations Existing High School Exhibit 9 - Summary of Trip Generation Calculations Proposed High School Exhibit 10 - Summary of Trip Generation Calculations Future Elementary School Exhibit 11 - Site-Generated Traffic AM Peak Hour Volumes Exhibit 12 - Site-Generated Traffic PM Peak Hour Volumes Exhibit 13 - 1996 Background AM Peak Hour W/O School Traffic Exhibit 14 - 1996 Background PM Peak Hour W/O School Traffic Exhibit 15 - Combined 1996 AM Peak Hour Exhibit 16 - Combined 1996 PM Peak Hour Exhibit 17 - Capacity Analyses -1996 Background AM Peak Hour Exhibit 18 - Capacity Analyses -1996 Background PM Peak Hour Exhibit 19 - Capacity Analyses -1996 Combined AM Peak Hour Exhibit 20 - Capacity Analyses -1996 Combin d PM P ak Hour INTRODUCTION Th Town of South Windsor is proposing th expansion and alt ration of the xisting South Windsor High School facility and the conversion of the existing high school annex, situated on the same site, into the Wapping Elementary School . These facilities are situated on the parcel of land located at the southwest quadrant of the intersection of Nevers Road at Ayers Road in the Town of South Windsor, Connecticut. Refer to Exhibit 1 in the Appendix which locates this site with respect to the surrounding roadway network. Currently, the sole access/egress drive for the main high school building is located on Nevers Road, approximately 1 ,240 feet south of Ayers Road, and the access/egress drives for the high school annex are located on — Ayers Road via a parking area situated in front of the building, approximately 1 ,200 feet west of Nevers Road. A direct connection between these two facilities does not currently exist, as shown in Exhibits 2 and 3 in the Appendix. The site is not directly abutting a State highway, — but is sitivated approximately 1 ,200 feet east of Route 194 via Ayers Road, and approximately 4, 100 feet northwest of Route 74 via Nevers Road and Sand Hill Road, as shown in Exhibit 1 of the Appendix. James G. Bubaris, P. E. , P.C. has been retained by the Town of South Windsor through the architect, Kaestle Boos Associat s, — Inc. , and the landscape architect, Evans & Chisholm, to prepare the subject site traffic evaluation study for Page 2 of 20 submi ion to Town of South Wind or officials, and the subsequent Request for Determination to be submitted to the — State Traffic Commission in accordance with State Statute 14-311 . Major traffic generators are defined under this statute as developments consisting of either more than 100,000 square feet of building area or more than 200 parking spaces. The Request for Determination will be submitted to — ascertain whether this project requires an Application for Certificate given that it does not directly abut a state highway and may, therefore, be determined to not substantially impact traffic operations on a state highway. — Current enrollment at the existing facility, utilizing both buildings, includes 1 ,064 students. Existing staff is at a ' -' total of 125 for both buildings. By September 1996, it is L� projected that future enrollment at the expanded high school will be 1 , 524 students, and at the new elementary school will — be 460 students, for a total of 1 ,984 students. By Septemb r 1996, it is projected that there will be a staff of 150 at the high school and 50 at the elementary school , for a total staff of 200. The school year will remain from September 1 through June 15. The high school schedules will remain at 7 :40 AM through — 1 :50 PM. The elementary school schedules will be from 8:30 AM through 3:30 PM. By 1996, the elementary school will b Page 3 of 20 �t erviced by six school bus dropping stud nts off at about 8:00 AM in the morning, and picking students up at 3:30 PM in the afternoon. By 1996, the high school will be serviced by 29 school busses dropping students off at about 7 :20 AM in the morning and picking students up at about 1 : 50 PM in th afternoon. Based on 1996 projections, approximately 290 students will be bringing their cars to school each day. Auditorium seating capacity at the high school will be 800. Gymnasium seating capacity at the high school will be 1 , 100. Gymnasium seating at the elementary school will be 450. There will be no auditorium at the elementary school . The entire project is scheduled for completion by October — 1992. Currently, the high school building consists of 126,484 square feet of building area and has 250 parking spaces. The high school annex building consists of 46,950 — square feet of building area and has 80 parking spaces. Onc this project is completed, the high school building will be — expanded to 274,300 square feet and have 455 parking space , and the elementary school building will be expanded to 48, 130 square feet with 80 parking spaces. Therefore, there is currently a total of 173,434 square feet of building area and 330 parking spaces, and the new total building area will b 322,430 square feet with 535 parking spaces. Page 4 of 20 Currently, th two school building ar not connected by an internal roadway system and the sole access/egress for each -- school is by way of either Ayers Road, in the case of the annex, or by Nevers Road, in the case of the main building. Plans include an extension of the current high school drive northerly to intersect Ayers Road directly east of the ann x building, at a point approximately 880 feet west of Nevers Road. The existing high school drive intersection at Nevers Road will remain as is, as will the two drives serving the parking lot in front of the annex building as shown in Exhibits 8 and 9 in the Appendix. EXISTING CONDITIONS The complex is located at the southwest quadrant of the intersection of Ayers Road at Nevers Road. Ayers Road runs east-west between its western terminus at a T-intersection with Sullivan Avenue (Route 194) and its eastern terminus at a T-intersection with Nevers Road. Both of these intersections are controlled by STOP signs on the Ayers Road approaches. Additionally, there is a four-way STOP control at the intersection of Ayers Road at Graham Road. Ayers Road is a two-lane, bidirectional roadway, with pavement width of about 28 feet in the vicinity of the site. The road is posted at 25 miles per hour. The road generally rises from its western terminus easterly to a crest at about its Page 5 of 20 int rs ction at Suns t T rrac , then follows a downgrade easterly to its eastern terminus. The road is relatively straight. Nevers Road runs north-south, beginning at its southern terminus at Sond Hill Road. The T-intersection of Nevers Road at Sand Hill Road is controlled by a STOP sign on the Nevers Road approach. Nevers Road is a two-lane, bidirectional roadway, with pavement width of 28 feet in th vicinity of the site. The road is posted at 25 miles per hour. The road follows a slight upgrade in travelling northbound. The road is relatively straight. The two-way drive for the complex on Nevers Road is 25 feet wide and is controlled by a STOP sign on the eastbound approach. The proposed two-way drive for the complex on Ayers Road, east of the elementary school , will be 30 feet wide and controlled by a STOP sign on the northbound approach. During the month of May 1989, turning movement counts were undertaken at nine existing intersections within this study area, including ( 1 ) Nevers Road at the high school drive, (2) Ayers Road at Nevers Road, (3) Ayers Road at the annex drives/Sunset Terrace, (4) Ayers Road at Graham Road, (5) Sullivan Avenue (Route 194) at Ayers Road, (6) Sullivan f Pag 6 of 20 Av nu (Route 194) at Graham Road, (7 ) Sullivan Av nu (Route 194) at Pierce Road, (8) Sullivan Avenue (Route 194) at Sand - Hill Road, and (9) Sand Hill Road at Nevers Road. Individual traffic counts were made for three-hour periods in the morning between 6: 30 AM and 9:30 AM, and for two-hour period in the afternoon between 2:00 PM and 4:00 PM, at each of these nine intersections. These counting periods coincide with the arrival and departure periods of the existing and proposed school facilities. The counts taken at these intersections were first evaluated to determine the peak AM and peak PM traffic volumes at each intersection. The peak hour volumes were then balanced to represent the peak AM and peak PM hour for the study area taken as a whole. Finally, the balanced peak hour volumes were seasonally adjusted to reflect the month of the school year that would carry the heaviest volumes on the surrounding roadway network. The seasonal adjustment resulted in an expansion of the balanced peak hour volumes by a factor of 1 .05 ( i .e. , an increase of 5 percent) , utilizing data made available for this purpose by the Bureau of Planning of the State Department of Transportation. Refer to Exhibits 2 and 3 in the Appendix which graphically summarize the existing high month ( i .e. , seasonally adjusted) 1989 peak hour traffic volumes for the AM and PM peak periods, respectively, for the surrounding study area. Page 7 of 20 A revi w was th n made of 1987 24-hour automatic traffic volume recorder data from the State Department of — Transportation for various roadways within the study area. From that data, and from information obtained from the Bureau of Planning, it was determined that traffic volumes in this study area have increased at the rate of 4 percent per year in recent years. Therefore, for the year 1996 when the — enrollment projections cited in the Introduction of this report are expected to be in place, it was assumed that — background traffic would be approximately 28 percent higher ( i .e. , 4 percent per year for each of 7 years) over today's 1989 levels to provide a reasonable estimate of 1996 — background traffic levels ( i .e. , without any school traffic on the surrounding roadway network) . Refer to Exhibits 4 and 5 in the Appendix which graphically summarize the existing 1989 background traffic on the surrounding roadway network without any school traffic, and to Exhibits 13 and 14 in th Appendix which represent 1996 background traffic on the surrounding roadway network ( i .e. , without school traffic) . — Exhibits 13 and 14 were derived by expanding corresponding peak hour traffic volumes in Exhibits 4 and 5 by a factor of 1 .28 to represent 4 percent growth per year in background traffic. Page 8 of 20 SITE-GENERATED TRAFFIC ESTIMATES Utilizing the methodology described in the latest edition of Trio Generation Report, by the Institute of Transportation Engineers, 1985, estimates on the amount of peak hourly and daily traffic volumes to be generated by the proposed school complex can be made. In the case of an elementary school and a high school , the trip generation estimates are based on the number of students. A trip is defined as a one way vehicular movement either to or from the site. In the case of the existing high school facility with enrollment of 1 ,064 students, the JU trip generation summarized in Exhibit 8 of the Appendix indicates a daily trip generation of 1 , 504, a morning peak hour of 421 trips, and an afternoon peak hour of 265 trips. The actual peak hour volumes found to exist at the existing high school facility, as summarized in Exhibits 2 and 3 of the Appendix, indicated significantly higher peak hour volumes of 693 trips in the morning ( refer to Exhibit 2) and 449 trips in the afternoon ( refer to Exhibit 3) . Therefore, to estimate future high school traffic volumes in 19969 it was decided to expand the actual peak hour volumes at the high school by the ratio of 1996 enrollment ( i .e. , 1 ,524 students) to 1989 enrollment ( i .e. , 1 ,084 students) , or by a factor of 1 .43. In addition, since existing trip Page 9 of 20 generation data does not exist for the proposed elementray school , it was decided to utilize the JU trip generation data summarized in Exhibit 10 of the Appendix. The results of these computations for projected site-generated traffic in 1996 are summarized as follows: HIGH ELEMENTARY SITE SCHOOL SCHOOL TOTAL DAILY TRIPS: Inbound 19000 250 1 , 250 Outbound 1 .000 250 1 .250 TOTAL 29000 500 29500 AM PEAK HOUR: Inbound 710 90 800 Outbound 250 50 300 TOTAL 960 140 19100 PM PEAK HOUR: Inbound 185 40 225 Outbound 440 60 500 TOTAL 625 100 725 SITE-GENERATED TRAFFIC DISTRIBUTIONS A review was made of the surrounding roadway network, available traffic volume data from the Department of Transportation, recent turning movement counts that were conducted for this study, and the distribution of population centers within the Town of South Windsor to provide a basi Pag 10 of 20 for a timating the distribution of it -g n rated traffic on the surrounding roadway network. In addition, the Business Manager of the South Windsor Public Schools was contacted to determine the travel routes of the various busses serving the existing high school . Refer to Exhibits 6 and 7 in the Appendix which graphically summarize the estimated departure and arrival site-generated traffic distributions for the proposed development given th nature of the internal roadway network, the location of th four drives that will serve this site, and the location of the buildings, bus drop-off/pick-up areas, and parking lots — within the site. Specifically, it was estimated that 55 percent of all site-generated traffic would be oriented to and from the existing drive on Nevers Road, 35 percent would be oriented to and from the new drive on Ayers Road, and 10 percent would be oriented to and from the two existing drives west of th elementary school on Ayers Road. Refer to Exhibits 11 and 12 in the Appendix which graphically summarize the AM and PM site-generated peak hour volumes in 1996 that were derived for the proposed development by applying the estimates of site-generated traffic volumes above to the estimates of site-generated traffic distributions shown in Exhibit 6 and 7 . Page 11 of 20 R f r to Exhibit 15 and 16 in the Appendix which graphically summarize the 1996 combined AM and PM peak hour traffic volumes for this study area derived by combining 1996 background volumes without school traffic from Exhibits 13 and 14 with future site-generated peak hour traffic volumes at full 1996 projected enrollment from Exhibits 11 and 12. FUTURE CONDITIONS Intersection capacity analyses were performed at all the k y intersections within the subject study area shown in Exhibit 1 of the Appendix utilizing the methodology described in th Highway Capacity Manual, Special Report 209, Transportation Research Board, 1985. Application of this methodology was facilitated by use of Highway Capacity Software, developed by the U.S. Department of Transportation, Federal Highway Administration, January 1988. Level of Service for unsignalized intersections similar to the study intersections is defined in very general terms related to the expected delay for various key movements at an intersection and are based on the reserve, or unused, capacity of the movement in question. Delay is a measure of driver discomfort, frustration, increased fuel consumption and lost travel time. Page 12 of 20 Th 1 v Is of Service ( LOS) ar def i n d as follows: LEVEL OF RESERVE EXPECTED DELAY TO SERVICE CAPACITY MINOR STREET TRAFFIC (PCPH)** LOS A > 400 Little or no delay LOS B 300 to 399 Short traffic delay LOS C 200 to 299 Average traffic delay LOS D 100 to 199 Long traffic delays LOS E 0 to 99 Very long delays LOS F * When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movements in the intersection. This condition usually warrants improvement of the intersection. ** PCPH is passenger cars per hour. In the case of unsignalized intersections, all approaching movements from the minor street and the left turn movements from the major street are analyzed, and a Level of Service is computed for each movement. The following eight (8) unsignalized intersections were evaluated in year 1996 during both peak periods with the Pag 13 of 20 propo d d v lopm nt and compar d to th y ar 1989 under existing conditions: 1 . Route 194 (Sullivan Avenue) at Ayers Road. 2. Route 194 (Sullivan Avenue) at Graham Road. 3. Ayers Road at Graham Road. 4. Ayers Road at Sunset Terrace and existing site drive. 5 . Ayers Road at new site drive. 6. Nevers Road at Ayers Road. 7 . Nevers Road at existing site drive. 8. Sand Hill Road at Nevers Road. , l Y 6 U In addition, the one ( 1 ) signalized intersection of Route 194 (Sullivan Avenue) at Sand Hill Road was also evaluated and r existing 1989 conditions and proposed 1996 conditions. In the case of signalized intersections, Level of Service is defined in terms of delay, where delay is a measure of driv r discomfort, frustration, fuel consumption, and lost travel time. Specifically, the criteria are stated in terms of th average stopped delay per approaching vehicle, and six (6) levels of service ranging from LOS A to LOS F are defined. For example, LOS A indicates very low delay with less than 5 seconds of delay per vehicle. LOS C indicates average delay with 15 to 25 seconds delay per vehicle. LOS E indicates th limit of acceptable delay in the range of 40 to 60 seconds per vehicle. Page 14 of 20 — Th r ults of th capacity analy a are summarized in Table I on Page 14. The computer-generated worksheets for these analyses are included in the Appendix as follows: A. Exhibit 17 - 1989 Existing AM Peak Hour B. Exhibit 18 - 1989 Existing PM Peak Hour C. Exhibit 19 - 1996 Combined AM Peak Hour D. Exhibit 20 - 1996 Combined PM Peak Hour EVALUATION The capacity analyses summarized in Table I on Page 14 indicate that all of the school drives will operate at — acceptable levels of service at projected 1996 traffic volume levels without signalized control and without the need to widen the major street pavements to provide by-pass lanes or deceleration lanes. These iclude the following three (3) intersections: 1 . Ayers Road at Sunset Terrace and existing site drives. 2. Ayers Road at new site drive. 3. Nevers Road at existing site drive. — The capacity analyses summarized in Table I indicate that th following three (3) intersections, which are in close — proximity to this complex, will operate at acceptable levels of service at projected 1996 traffic volume levels without Page 15 of 20 TABLE I SUMMARY OF CAPACITY ANALYSES SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSOR, CONNECTICUT 1989 1989 1996 1996 EXISTING EXISTING COMBINED COMBINED INTERSECTION MOVEMENT AM PEAK PM PEAK AM PEAK PM PEAK ROUTE 194 WB Left LOS D LOS E LOS E LOS E AT AYERS WB Right LOS C LOS B LOS E LOS D ROAD SB Left LOS A LOS A LOS B LOS C ROUTE 194 WB Left LOS F LOS E LOS F LOS F AT GRAHAM WB Right LOS B LOS A LOS B LOS B ROAD SB Left LOS A LOS A LOS B LOS B NB Left LOS C LOS A LOS E LOS C NB Thru LOS A LOS A LOS A LOS D AYERS ROAD NB Right LOS A LOS A LOS A - LOS A AT GRAHAM SS Left LOS A LOS B LOS C LOS D ROAD SB Thru LOS A LOS A LOS E LOS A _ SB Right LOS A LOS A LOS A LOS A EB Left LOS A LOS A LOS A LOS A WB Left LOS A LOS A LOS A LOS A — NB Left LOS A LOS A LOS B LOS A AYERS ROAD NB Thru LOS A LOS A LOS A LOS A AT SUNSET NB Right LOS A LOS A LOS A LOS A TERRACE AND SB Left LOS A LOS A LOS B LOS A SITE DRIVE SB Thru LOS A LOS A LOS A LOS A SB Right LOS A LOS A LOS A LOS A EB Left LOS A LOS A LOS A LOS A WB Left LOS A LOS A LOS A LOS A AYERS ROAD NB Left - - LOS B LOS A AT NEW NB Right - - LOS A LOS A SITE DRIVE WB Left - - LOS A LOS A _ NEVERS ROAD EB Left LOS B LOS A LOS B LOS A AT AYERS EB Right LOS A LOS A LOS A LOS A ROAD NB Left LOS A LOS A LOS A LOS A NEVERS ROAD EB Left LOS D LOS A LOS D LOS B AT SITE EB Right LOS A LOS A LOS A LOS A DRIVE NB Left LOS A LOS A LOS B LOS A SAND HILL SB Left LOS D LOS B LOS F LOS E l� ROAD AT SB Right LOS B LOS A LOS D LOS A NEVERS ROAD EB Left LOS A LOS A LOS D LOS A ROUTE 194 Northbound LOS B LOS B LOS B LOS C AT SAND Southbound LOS B LOS B LOS B LOS B HILL ROAD Westbound LOS C LOS B LOS C LOS B OVERALL LOS B LOS B LOS B LOS B NOTE: A "-" INDICATES THAT THE MOVEMENT DOES NOT EXIST. Page 16 of 20 th n d for improv m nt Th first two int rsections b low are unsignalized, the third is currently signalized: el 1 . Ayers Road at Graham Road. �v 2. Nevers Road at Ayers Road. 3. Route 194 at Sand Hill Road. The capacity analyses summarized in Table I also indicate that the following three (3) unsignalized intersections in the vicinity of this complex will probably require improvements in the way of signalization to accommodate projected 1996 traffic volume levels as follows: 1 . Route 194 at Ayers Road: -` The capacity analyses indicate that the minor street westbound movements will operate near capacity in 1996. At current traffic levels, the minor street westbound left-turn movement operates near capacity during the afternoon peak period without signalization. 2. Route 194 at Graham Road: The capacity analyses indicate that the minor street westbound movements currently operate near capacity -- during both peak periods, and that this will be exacerbated with projected 1996 traffic volumes. Page 17 of 20 3. Sand Hill Road at N v r Road: The capacity analyses indicate that this intersection currently operates at acceptable levels of service. However, with projected 1996 traffic volumes., the minor street southbound movements will operate at or above capacity without signalization. SIGHT LINE ANALYSIS Sight lines were evaluated from ( 1 ) the proposed site driv on Ayers Road, and (2) from the existing site drive on Nev rs Road, utilizing the interim guidelines adopted by the Department of Transportation in February 1986 from the American Association of State Highway and Transportation Oficials. These guidelines recommend that minimum sight lines be provided based on the prevailing speed of mainlin traffic. These sight lines are to be measured from a point on the driveway approach measured at a distance of 10 to 20 feet back of the mainline nearside edge of t rave 1 way, from a viewing height of 3.5 feet above grade, to an object height of 3.5 feet above grade. The measured sight distances utilizing the above procedure were as follows: 1 . Proposed Site Drive at Ayers Road: a. To the west: 400 feet b. To the east: 725 feet Page 18 of 20 2. Existing Site Drive at N vers Road: a. To the north: 900 feet b. To the south: 480 feet From field observations, it is estimated that the prevailing speed of traffic on Ayers Road in the vicinity of the site is from 35 to 40 miles per hour requiring minimum sight — distances of 285 feet to 365 feet. From field observation , it is estimated that the prevailing speed of traffic on Nevers Road in the vicinity of the site is from 40 to 45 miles per hour requiring minimum sight distances of 365 feet to 455 feet. Therefore, available sight distances (measur d from the proposed site drive at Ayers Road from a point 10 feet back, and measured from the existing site drive at Nevers Road from a point 20 feet back) , are satisfactory. ACCIDENT ANALYSIS — A review of reported accident data for the two-year period 1986 thru 1988, as compiled by the Engineering Data and Inventory Section of the Department of Transportation, indicated no significant accident patterns in the study ar a shown in Exhibit 1 of the Appendix. This data included Nevers Road, Ayers Road, Sand Hill Road and Sullivan Avenu (Route 194) . Page 19 of 20 CONCLUSIONS It is the professional opinion of James G. Bubaris, P. E. ,P.C. — that the proposed renovation and expansion of the South Windsor High School facility, and the renovation of the existing high school annex building to house the Wapping Elementary School , will not adversely impact the background traffic operations that are projected to exist in 1996 when the subject development complex will be operating at the student totals estimated for this project. The complex is expected to generate 2,500 trips daily, and about 725 to 1 , 100 trips during the school peak periods. The renovated complex will consist of approximately 322,430 square feet of building area, with a total enrollment of 1 ,984 students and a staff of 175 by the 1996 school year. The renovations and expansion are planned to be completed by 1992. A total of 535 parking spaces is proposed. Three (3) intersections in proximity to this complex may require signalization to accommodate projected 1996 traffic volume levels. These include: ( 1 ) Route 194 (Sullivan Avenue) at Ayers Road, (2) Route 194 (Sullivan Avenue) at Graham Road, and (3) Sand Hill Road at Nevers Road. Improvements at the complex's site drives are not found to b needed. Sight lines from the proposed site drive at Ayers Road, and from the existing site drive at Nevers Road, are satisfactory. Page 20 of 20 Giv n th natur of this project, and th fact that it does not immediately abut a state highway, a Request for Determination should first be submitted to the State Traffic Commission, with supportive data, to permit a determination to be made whether an Application for Certificate will be required for this project. Respectfully submitt d, James G. Bubaris, P. E. APPENDIX oR,�F EXHIBIT I _ ff b LOCATION F1 p� MAP N O I MAIEI SOUTH WINDSOR SCHOOL FACILITY MARK SOUTH WIN DSOR, CONNECTICUT W v N ~ I LAKE o m� 46,fN`f F I STREET N AVERS in — , ROAp ® f s u W t LSOALE Rp IT y s 2 J7J N a p°AO St�O�G � i SAN W pnvE t P o a ELLINOT N ROAO O�4 INO z Oo O o AEAlh o f o n s s EXHIBIT 17 CAPACITY ANALYSES 1989 EXISTING AM PEAK HOUR _ 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET . . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET . . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET . . . . . . . ROUTE 194 ( SULLIVAN AVENUE ) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS , P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN -- TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 22 0 63 THRU -- 0 642 348 RIGHT -- 123 7 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES ADJUSTMENT FACTORS Page-2 ------•--------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURN — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - _ WESTBOUND 0 . 00 90 20 N NORTHBOUND 0 .00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5 . 90 5 . 90 0 .00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0 . 00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -- CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- - POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY — MOVEMENT v( pcph ) c ( pcph ) c ( pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 27 141 128 > 128 > 101 > D > 314 > 137 >D RIGHT 150 426 426 > 426 > 276 > C MAJOR STREET SB LEFT 77 521 521 521 444 A -- IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET . . . . . . AYERS ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE ) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT '- 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET . . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 — AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET . . . . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 ( SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT — INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- — INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN — TRAFFIC VOLUMES --------------------------------------------------------------------- — EB WB NB SB ---- ---- ---- ---- LEFT -- 322 0 0 THRU -- 0 645 370 RIGHT -- 4 83 0 NUMBER OF LANES — --------------------------------------------------------------------- EB WB NB SB _ ------- ------- ------- ------- LANES ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0. 00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5 . 90 5 . 90 0. 00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0.00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 394 141 141 > 141 > -252 > F > 143 > -256 >F RIGHT 5 399 399 > 399 > 394 > B MAJOR STREET SB LEFT 0 466 466 466 466 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 — IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET, 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . GRAHAM ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/17/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, _ CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- — INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES — --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 7 37 2 38 THRU 61 68 50 287 RIGHT 2 7 32 75 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N -' WESTBOUND 0. 00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION -- AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 - CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS -' NB 5 . 50 5. 50 0.00 5 . 50 SB 5. 50 5 . 50 0.00 5 . 50 - MAJOR LEFTS EB 5 .00 5 .00 0 .00 5 .00 WB 5 .00 5 .00 0 .00 5 .00 MINOR THROUGHS NB 6 .00 6 .00 0.00 6 .00 SB 6 .00 6 .00 0.00 6 .00 MINOR LEFTS NB 6. 50 6. 50 0.00 6 . 50 - SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- - NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1989 AM PEAK -- OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- -' POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph ) c ( pcph) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 2 423 247 > 247 > 244 > C — THROUGH 61 794 769 > 798 769 > 695 707 >A A RIGHT 39 997 997 > 997 > 957 > A MINOR STREET SB LEFT 46 644 581 > 581 > 534 > A THROUGH 351 797 771 > 780 771 > 291 420 >C A — RIGHT 92 996 996 > 996 > 904 > A MAJOR STREET EB LEFT 9 1000 1000 1000 991 A WB LEFT 45 1000 1000 1000 955 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD �- NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- — AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . SUNSET TER/SITE DRIVE NAME OF THE ANALYST . . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -- CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN -- CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB LEFT 3 72 10 2 -- THRU 76 94 0 2 RIGHT 52 2 6 8 NUMBER OF LANES AND LANE USAGE ------------------------------------------------------------------ EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND 0 .00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- _ TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0 .00 5 . 50 SB 5. 50 5 . 50 0.00 5 . 50 MAJOR LEFTS EB 5 .00 5 .00 0.00 5 .00 WB 5 .00 5.00 0 .00 5 .00 MINOR THROUGHS NB 6 .00 6. 00 0. 00 6 .00 SB 6 .00 6 .00 0.00 6 .00 MINOR LEFTS NB 6 . 50 6 . 50 0.00 6 . 50 ® SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 -------------------------------------------------------------- — POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c ( pcph) c (pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 12 624 585 > 585 > 573 > A THROUGH 0 707 668 > 689 668 > 670 668 >A A RIGHT 7 981 981 > 981 > 974 > A MINOR STREET SB LEFT 2 607 571 > 571 > 568 > A THROUGH 2 682 644 > 817 644 > 802 642 >A A RIGHT 10 989 989 > 989 > 979 > A MAJOR STREET EB LEFT 4 999 999 999 995 A WB LEFT 88 994 994 994 906 A -' IDENTIFYING INFORMATION ---------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET . . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 `- AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 21 -- 76 2 THRU 76 -- 45 244 RIGHT 63 -- 6 92 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION -- --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 -' WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5 . 90 5 . 90 0.00 5 . 90 MAJOR LEFTS NB 5 . 20 5. 20 0.00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph ) c (pcph) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 26 454 420 > 420 > 395 > B > 603 > 501 >A RIGHT 77 706 706 > 706 > 629 > A MAJOR STREET NB LEFT 93 782 782 782 689 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET . . . . . . AYERS ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 ` TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 63 -- 235 0 THRU 0 -- 58 160 RIGHT 108 -- 0 147 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------ ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 ` WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL -- (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5. 90 5 . 90 0.00 5 . 90 MAJOR LEFTS NB 5 . 20 5 . 20 0 .00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph ) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 77 372 266 > 266 > 189 > D > 452 > 243 >C RIGHT 132 762 762 > 762 > 630 > A MAJOR STREET NB LEFT 287 812 812 812 525 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET, 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, — CT INTERSECTION TYPE AND CONTROL ------------------------------------------------------------------ INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES -------------------------------------------------------------- EB WB NB SB LEFT 121 0 -- 86 THRU 79 413 -- 0 RIGHT 0 172 -- 182 NUMBER OF LANES ------------------------------------------------------ EB WB NB SB LANES ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0 .00 90 20 N NORTHBOUND ----- --- --- - SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST . FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS SB 5 . 90 5 .90 0 .00 5 . 90 MAJOR LEFTS EB 5 . 20 5 . 20 0.00 5 . 20 MINOR LEFTS SB 7 . 10 7 . 10 0 .00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 105 271 219 > 219 > 114 > D > 363 > 36 >E RIGHT 222 527 527 > 527 > 305 > B MAJOR STREET EB LEFT 148 568 568 568 420 A -- IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT _ 1985 HCM : SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION . . SAND HILL ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . . JAMES G. BUBARIS, P. E. DATE . . . . . . . . . . 8/24/89 TIME. . . . . . . . . . 1989 AM PEAK COMMENT . . . . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT -------------------------------------------------------------------------- _ VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 0 201 0 168 : 12 . 0 L 12 . 0 T 14 . 0 L 12 . 0 TH 0 0 261 202 : 12 .0 R 13 . 0 R 14. 0 T 11 .0 RT 0 394 32 0 : 12 . 0 12 . 0 12 . 0 12 . 0 RR 0 100 32 0 : 12 .0 12 .0 12 . 0 12 . 0 12 . 0 12 .0 12 . 0 12 . 0 : 12 .0 12 .0 12 . 0 12 .0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) (%) Y/N Nm Nb Y/N min T EB 0 . 00 2 .00 N 0 0 0 . 90 0 N 20 . 5 3 WB 0 . 00 2 .00 N 0 0 0. 90 0 N 20. 5 3 NB 0 .00 2 .00 N 0 0 0. 90 0 N 11 . 5 3 SB 0 . 00 2 . 00 N 0 0 0 . 90 0 N 11 . 5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 91 .0 - PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT TH TH X - RT RT X PD PD WB LT X SB LT X X - TH TH X X RT X RT PD PD _ GREEN 30 .0 0.0 0 .0 0.0 GREEN 14. 0 35 .0 0 .0 0 . 0 YELLOW 4. 0 0 .0 0 . 0 0 . 0 YELLOW 3 . 0 5 .0 0 . 0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS WB L 0.433 0 . 341 18. 0 C 17 . 7 C R 0. 615 0 . 341 17 . 5 C NB T 0. 374 0 .407 12 . 3 B 12 . 3 B R 0.000 0 . 407 0 . 0 A SB L 0 .032 0 . 593 5 . 8 B 5 . 7 B T 0 . 219 0 . 593 5 . 6 B - -------------------------------------------------------------------------- INTERSECTION: Delay = 12 . 5 ( sec/veh) V/C = 0. 393 LOS = B 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION -- --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD -- NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 ( SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT -- INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH -' CONTROL TYPE WESTBOUND: STOP SIGN -- TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 19 0 118 THRU -- 0 535 474 RIGHT -- 119 4 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0 . 00 90 20 N NORTHBOUND 0.00 90 20 N — SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST . FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5 .90 5 . 90 0.00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0 .00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0. 00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY _ MOVEMENT v(pcph ) c (pcph) c (pcph) c (pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 23 125 104 > 104 > 81 > E > 327 > 158 >D RIGHT 145 497 497 > 497 > 352 > B MAJOR STREET SB LEFT 144 601 601 601 457 A — IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 -' IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET , 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 96 0 6 THRU -- 0 537 487 RIGHT -- 2 235 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0 .00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL -' (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS -- WB 5. 90 5. 90 0.00 5 . 90 MAJOR LEFTS 4 SB 5 . 20 5 .20 0.00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0 .00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- -- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, — CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph ) c (pcph ) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 117 122 121 > 12'1 > 3 > E > 122 > 3 >E RIGHT 2 420 420 > 420 > 417 > A MAJOR STREET SB LEFT 7 441 441 441 433 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET, 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . GRAHAM ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/17/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN — CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB -' ---- ---- ---- ---- LEFT 30 23 6 8 THRU 84 86 206 67 RIGHT 8 26 28 46 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS - ------- ---------- ---------------- ----------------- EASTBOUND 0. 00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION - --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0.00 5 . 50 SB 5 . 50 5 . 50 0 .00 5 . 50 _ MAJOR LEFTS EB 5 .00 5 .00 0 .00 5 . 00 WB 5 .00 5 . 00 0.00 5 .00 -- MINOR THROUGHS NB 6 . 00 6.00 0.00 6 . 00 SB 6 . 00 6 .00 0.00 6 .00 MINOR LEFTS NB 6 . 50 6 . 50 0.00 6 . 50 SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1989 PM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- r' POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph) c ( pcph) c ( pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 7 556 480 > 480 > 473 > A THROUGH 252 726 698 > 715 698 > 421 446 >A A RIGHT 34 995 995 > 995 > 961 > A MINOR STREET SB LEFT 10 472 321 > 321 > 311 > B THROUGH 82 735 706 > 727 706 > 579 624. >A A RIGHT 56 985 985 > 985 > 928 > A MAJOR STREET EB LEFT 37 996 996 996 960 A WB LEFT 28 1000 1000 1000 972 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- -- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET . . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . SUNSET TER/SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 PM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 4 36 47 2 THRU 105 84 3 0 RIGHT 11 0 41 4 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS - ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 - WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 - CRITICAL GAPS -----------------------------------------•---------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0. 00 5 . 50 SB 5 . 50 5 . 50 0.00 5 . 50 _ MAJOR LEFTS EB 5 .00 5 .00 0.00 5 .00 WB 5 .00 5 .00 0.00 5 .00 -- MINOR THROUGHS NB 6 . 00 6 .00 0.00 6 .00 SB 6 .00 6 .00 0.00 6 .00 MINOR LEFTS NB 6 . 50 6 . 50 0 .00 6 . 50 SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- '" POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY .— MOVEMENT v(pcph) c ( pcph) c (pcph) c ( pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NS LEFT 57 665 643 > 643 > 586 > A THROUGH 4 744 722 > 762 722 > 651 718 >A A RIGHT 50 971 971 > 971 > 921 > A _. MINOR STREET SB LEFT 2 623 585 > 585 > 582 > A THROUGH 0 738 717 > 806 717 > 799 717 >A A RIGHT 5 995 995 > 995 > 990 > A MAJOR STREET EB LEFT 5 1000 1000 1000 995 A WB LEFT 44 996 996 996 952 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5 . 90 5 . 90 0 .00 5 . 90 MAJOR LEFTS NB 5 . 20 5 . 20 0 .00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -' CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c ( pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 64 563 533 > 533 > 470 > A > 725 > 544 >A RIGHT 117 901 901 > 901 > 784 > A MAJOR STREET NB LEFT 87 977 977 977 890 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page- 1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -- CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 77 -- 37 0 THRU 0 -- 98 127 RIGHT 150 -- 0 47 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS -- ------- ---------- ---------------- ----------------- EASTBOUND 0. 00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION — --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- - ----------- ------------ MINOR RIGHTS EB 5 . 90 5 .90 0.00 5 . 90 MAJOR LEFTS NB 5 . 20 5 . 20 0.00 5 .20 MINOR LEFTS EB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- r NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph ) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 94 556 541 > 541 > 446 > A -- > 710 > 433 >A RIGHT 183 847 847 > 847 > 664 > A MAJOR STREET NB LEFT 45 950 950 950 905 A -- IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE _ NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 51 0 -- 142 THRU 137 121 -- 0 RIGHT 0 84 -- 135 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 1 -- 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0. 00 90 20 N _ WESTBOUND 0 .00 90 20 N NORTHBOUND ----- --- --- - SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION — --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS SB 5 . 90 5 . 90 0 .00 5 . 90 MAJOR LEFTS EB 5 . 20 5 . 20 0.00 5 . 20 MINOR LEFTS SB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph) c (pcph) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 174 499 479 > 479 > 305 > B > 604 > 265 >C RIGHT 165 833 833 > 833 > 668 > A MAJOR STREET EB LEFT 62 920 920 920 858 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD — DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1989 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT EXHIBIT 19 CAPACITY ANALYSES 1996 COMBINED AM PEAK HOUR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0 .00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5 . 90 5 . 90 0.00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0.00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -- CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c ( pcph ) c ( pcph ) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 35 108 88 > 88 > 52 > E > 256 > -35 >F RIGHT 255 348 348 > 348 > 92 > E MAJOR STREET SB LEFT 112 436 436 436 324 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET . . . . . . AYERS ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 ( SULLIVAN AVENUE ) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 — IDENTIFYING-INFORMATION-DE---- -- --- -- -- N---------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET . . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 425 0 0 THRU -- 0 774 379 RIGHT -- 5 140 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------ ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- WESTBOUND 0 .00 90 20 N NORTHBOUND 0 . 00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL -' (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS -- WB 5 . 90 5 . 90 0 .00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0.00 5. 20 MINOR LEFTS WB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph ) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 519 107 107 > 107 > -412 > F > 108 > -418 >F RIGHT 6 312 312 > 312 > 305 > B MAJOR STREET SB LEFT 0 363 363 363 363 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, - CT - 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . GRAHAM ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/17/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN — CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB LEFT 9 60 3 69 THRU 207 139 64 367 RIGHT 3 23 64 96 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS - ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0.00 5 . 50 SB 5 . 50 5 . 50 0.00 5 . 50 MAJOR LEFTS EB 5 .00 5 .00 0.00 5.00 WB 5 .00 5 .00 0.00 5 .00 MINOR THROUGHS NB 6 .00 6 .00 0.00 6 .00 SB 6.00 6 .00 0.00 6 .00 MINOR LEFTS NB 6 . 50 6 . 50 0.00 6 . 50 SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY _ MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 4 229 52 > 52 > 48 > E THROUGH 78 558 529 > 517 529 > 357 451 >B A RIGHT 78 858 858 > 858 > 780 > A MINOR STREET SB LEFT 84 414 337 > 337 > 252 > C THROUGH 449 566 536 > 536 536 > -115 88 >F E RIGHT 117 924 924 > 924 > 807 > A MAJOR STREET EB LEFT 11 988 988 988 977 A WB LEFT 73 953 953 953 880 A -' IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . SUNSET TER/SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION : EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 4 40 15 3 THRU 297 197 1 1 RIGHT 40 1 15 10 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS - ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0 . 00 90 20 N SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0. 00 5 . 50 SB 5 . 50 5 . 50 0.00 5 . 50 MAJOR LEFTS EB 5 .00 5 .00 0.00 5 .00 WB 5 .00 5 .00 0.00 5 .00 MINOR THROUGHS NB 6 .00 6 .00 0.00 6 .00 SB 6 .00 6 .00 0.00 6.00 MINOR LEFTS NB 6 . 50 6 . 50 0.00 6 . 50 SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- - POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c ( pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 18 406 386 > 386 > 368 > B THROUGH 1 468 450 > 506 450 > 468 449 >A A RIGHT 18 743 743 > 743 > 725 > A MINOR STREET SB LEFT 4 390 369 > 369 > 365 > B — THROUGH 1 455 438 > 639 438 > 622 437 >A A RIGHT 12 871 871 > 871 > 858 > A MAJOR STREET EB LEFT 5 966 966 966 961 A WB LEFT 49 819 819 819 770 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD — NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 -' IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEW SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 0 80 75 -- THRU 100 163 0 -- RIGHT 200 0 30 -- NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 1 1 -- ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND 0. 00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND ----- --- --- VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND --- --- --- CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0 .00 5 . 50 MAJOR LEFTS WB 5 .00 5 .00 0.00 5 .00 MINOR LEFTS NB 6 . 50 6 . 50 0 .00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph) c (pcph) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 92 498 462 > 462 > 371 > B > 534 > 405 >A RIGHT 37 868 868 > 868 > 831 > A MAJOR STREET WB LEFT 98 858 858 858 761 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 -' IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS , P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 56 -- 87 2 THRU 76 -- 42 171 RIGHT 89 -- 6 156 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 — WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL — (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5 . 90 5 . 90 0 .00 5 . 90 MAJOR LEFTS NB 5 . 20 5 . 20 0 .00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- �. NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, — CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c ( pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 68 478 436 > 436 > 368 > B > 586 > 408 >A RIGHT 109 747 747 > 747 > 638 > A MAJOR STREET NB LEFT 106 791 791 791 685 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 -' TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, Y- CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 15 -- 400 0 THRU 0 -- 114 220 RIGHT 150 -- 0 40 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------ ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0 .00 90 20 N SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL — (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5 . 90 5 . 90 0 .00 5 . 90 MAJOR LEFTS NB 5 . 20 5 . 20 0. 00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0. 00 7 . 10 IDENTIFYING INFORMATION ----------------------------- ---------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph ) c ( pcph ) c (pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 18 245 125 > 125 > 107 > D > 518 > 317 >B RIGHT 183 755 755 > 755 > 572 > A MAJOR STREET NB LEFT 489 861 861 861 372 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 -' IDENTIFYING INFORMATION --------------------------------------------------------------------- — AVERAGE RUNNING SPEED, MAJOR STREET . . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET . . . . . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD — NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, — CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 270 0 -- 142 THRU 101 532 -- 0 — RIGHT 0 244 -- 228 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 1 -- 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft ) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N WESTBOUND 0 . 00 90 20 N NORTHBOUND ----- --- --- - SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS _. SB 5 . 90 5 . 90 0.00 5 . 90 MAJOR LEFTS EB 5. 20 5 . 20 0.00 5 . 20 MINOR LEFTS SB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, r CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- -' POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY — MOVEMENT v( pcph) c ( pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 174 150 47 > 47 > -126 > F > 105 > -348 >F RIGHT 279 420 420 > 420 > 142 > D — MAJOR STREET EB LEFT 330 439 439 439 109 D — IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM : SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION- SAND HILL ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . . JAMES G. BUBARIS, P. E. DATE . . . . . . . . . . 8/24/89 TIME . . . . . . . . . . 1996 AM PEAK COMMENT. . . . . . . SOUTH WINDSOR SCHOOL FACILITY , SOUTH WINDSOR, CT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 0 301 0 151 12 . 0 L 12 .0 T 14. 0 L 12 .0 TH 0 0 334 259 12 .0 R 13.0 R 14.0 T 11 .0 RT 0 459 220 0 12 .0 12 . 0 12 . 0 12 . 0 RR 0 100 55 0 12 . 0 12 .0 12 .0 12 .0 - 12 . 0 12 . 0 12 .0 12 .0 12 . 0 12 . 0 12 .0 12 .0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) (%) Y/N Nm Nb Y/N min T EB 0.00 2 .00 N 0 0 0 . 90 0 N 15 .4 3 WB 0. 00 2 .00 N 0 0 0 . 90 0 N 15 .4 3 NB 0 .00 2 .00 N 0 0 0 . 90 0 N 8. 6 3 SB 0.00 2 .00 N 0 0 0 . 90 0 N 8. 6 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 91 .0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT TH TH x RT RT x PD PD WB LT x SB LT x x TH TH x x RT x RT PD PD GREEN 30.0 0.0 0.0 0.0 GREEN 14.0 35 .0 0. 0 0.0 YELLOW 4.0 0 . 0 0. 0 0 .0 YELLOW 3.0 5 . 0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS WB L 0.648 0. 341 21 . 3 C 20 . 9 C R 0. 751 0 . 341 20. 6 C NB T 0.479 0 .407 13. 2 B 12 . 7 B R 0. 278 0.407 11 . 7 B - SB L 0 . 032 0. 593 5 .8 B 5 . 9 B T 0 . 281 0. 593 5 . 9 B -------------------------------------------------------------------------- INTERSECTION: Delay = 14.4 ( sec/veh ) V/C = 0.488 LOS = B 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET . . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET . . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : NORTH/SOUTH — CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 24 0 188 — THRU -- 0 635 607 RIGHT -- 214 5 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0 . 00 90 20 N NORTHBOUND 0 .00 90 20 N SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5 . 90 5 . 90 0.00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0.00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0.00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY _ MOVEMENT v( pcph) c ( pcph) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 29 73 47 > 47 > 18 > E > 236 > -55 >F RIGHT 262 431 431 > 431 > 170 > D MAJOR STREET SB LEFT 230 528 528 528 298 C IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET . . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 (SULLIVAN AVENUE) ._ NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 — TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 139 0 8 THRU -- 0 637 623 RIGHT -- 2 307 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft ) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0 . 00 90 20 N NORTHBOUND 0 .00 90 20 N — SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- — WESTBOUND 0 0 0 NORTHBOUND 0 0 0 — SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL — (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS — WB 5 . 90 5 . 90 0 . 00 5 . 90 MAJOR LEFTS SB 5 . 20 5 . 20 0.00 5 . 20 MINOR LEFTS WB 7 . 10 7 . 10 0 . 00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 ( SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph) c (pcph) c ( pcph) c (pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 170 75 74 > 74 > -95 > F -- > 74 > -98 >F RIGHT 2 340 340 > 340 > 337 > B MAJOR STREET SB LEFT 10 349 349 349 339 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD _ NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 — IDENTIFYING INFORMATION --------------------------------------------------------------------- — AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 — AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET . . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . GRAHAM ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/17/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN — CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 38 44 7 19 THRU 145 172 264 87 RIGHT 10 46 43 59 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS - ------- ---------- ---------------- ----------------- EASTBOUND 0 .00 90 20 N WESTBOUND 0. 00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0.00 5. 50 SB 5 . 50 5 . 50 0.00 5 . 50 MAJOR LEFTS EB 5 .00 5 .00 0 .00 5 . 00 WB 5 .00 5 .00 0.00 5 . 00 MINOR THROUGHS NB 6 .00 6 .00 0.00 6 . 00 SB 6 .00 6 .00 0.00 6 .00 MINOR LEFTS NB 6 . 50 6 . 50 0.00 6 . 50 SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph ) c ( pcph ) c ( pcph) c ( pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 9 389 302 > 302 > 293 > C -- THROUGH 323 550 516 > 541 516 > 157 194 >D D RIGHT 53 925 925 > 925 > 872 > A MINOR STREET SB LEFT 23 302 135 > 135 > 112 > D THROUGH 106 564 530 > 443 530 > 241 423 >C A RIGHT 72 873 873 > 873 > 801 > A MAJOR STREET EB LEFT 46 945 945 945 898 A WB LEFT 54 989 989 989 935 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/17/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 -- IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . SUNSET TER/SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 -- TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, _ CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- -' INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION : EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 4 11 25 3 THRU 192 233 1 1 RIGHT 11 1 25 5 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 LANE USAGE LTR LTR ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N WESTBOUND 0. 00 90 20 N NORTHBOUND 0 . 00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES - ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS -- --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0.00 5 . 50 - SB 5 . 50 5 . 50 0.00 5 . 50 MAJOR LEFTS EB 5 . 00 5 .00 0.00 5 . 00 WB 5 . 00 5 .00 0.00 5 .00 _. MINOR THROUGHS NB 6 .00 6 . 00 0. 00 6 . 00 SB 6 .00 6 .00 0.00 6 .00 MINOR LEFTS NB 6 . 50 6 . 50 0.00 6 . 50 SB 6 . 50 6 . 50 0.00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -` CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE _ RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 31 491 482 > 482 > 452 > A THROUGH 1 553 546 > 619 546 > 557 545 >A A RIGHT 31 871 871 > 871 > 840 > A MINOR STREET SB LEFT 4 472 456 > 456 > 452 > A THROUGH 1 549 543 > 623 543 > 612 541 . >A A RIGHT 6 831 831 > 831 > 824 > A MAJOR STREET EB LEFT 5 928 928 928 923 A WB LEFT 13 961 961 961 947 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N — WESTBOUND 0 . 00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND ----- --- --- - VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 — WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND --- --- --- CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL — (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 . 50 5 . 50 0. 00 5 . 50 MAJOR LEFTS WB 5 .00 5 . 00 0. 00 5 .00 MINOR LEFTS NB 6 . 50 6 . 50 0. 00 6 . 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY _ MOVEMENT v( pcph) c ( pcph ) c (pcph) c ( pcph ) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 153 582 571 > 571 > 418 > A > 634 > 421 >A RIGHT 61 877 877 > 877 > 816 > A MAJOR STREET WB LEFT 28 943 943 943 915 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET . . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy ) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY , SOUTH WINDSOR, _ CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 99 -- 62 0 THRU 0 -- 99 84 RIGHT 115 -- 0 80 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB _ ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS _ ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0 . 00 90 20 N SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES — ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST . FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5 . 90 5 . 90 0 . 00 5 . 90 MAJOR LEFTS NB 5 . 20 5 . 20 0 . 00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0 .00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph ) c ( pcph ) c ( pcph) c ( pcph ) c = c - v LOS p M SH R cH ------- -------- --------- ------------ ---- ------ --- MINOR STREET EB LEFT 121 557 530 > 530 > 409 > A > 673 > 412 >A RIGHT 141 877 877 > 877 > 736 > A MAJOR STREET NB LEFT 76 956 956 956 880 A — IPENTIFYING INFORMATION ---------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET . . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR , CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 -' IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET . . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET . . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 25 -- 113 0 THRU 0 -- 136 187 RIGHT 250 -- 0 11 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( f t) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0 .00 90 20 N VEHICLE COMPOSITION — --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5 . 90 5 . 90 0. 00 5.90 MAJOR LEFTS — NB 5 . 20 5 . 20 0 . 00 5 . 20 MINOR LEFTS EB 7 . 10 7 . 10 0. 00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph ) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 31 433 390 > 390 > 359 > B > 731 > 395 >B RIGHT 306 802 802 > 802 > 496 > A MAJOR STREET NB LEFT 138 928 928 928 789 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE _ NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . 9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P. E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 7/18/89 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION : EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 115 0 -- 209 THRU 175 156 -- 0 RIGHT 0 134 -- 229 NUMBER OF LANES -- --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS — ------- ---------- ---------------- ----------------- EASTBOUND 0 . 00 90 20 N _ WESTBOUND 0. 00 90 20 N NORTHBOUND ----- --- --- - SOUTHBOUND 0 . 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV ' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 — CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS SB 5 . 90 5 . 90 0 . 00 5 . 90 MAJOR LEFTS EB 5 . 20 5 . 20 0 .00 5 . 20 MINOR LEFTS SB 7 . 10 7 . 10 0 . 00 7 . 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, -` CT CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v( pcph ) c (pcph) c (pcph) c ( pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 255 381 337 > 337 > 82 > E > 478 > -57 >F RIGHT 280 772 772 > 772 > 492 > A MAJOR STREET EB LEFT 141 829 829 829 689 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 7/18/89 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT -' INTERSECTION. . SAND HILL ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P. E. DATE. . . . . . . . . . 8/24/89 TIME. . . . . . . . . . 1996 PM PEAK COMMENT. . . . . . . SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 0 210 0 174 : 12 .0 L 12 . 0 T 14. 0 L 12 . 0 - TH 0 0 605 356 : 12 . 0 R 13 .0 R 14.0 T 11 . 0 RT 0 176 117 0 : 12 . 0 12 .0 12 . 0 12 . 0 RR 0 45 50 0 : 12 . 0 12 .0 12 . 0 12 .0 _ 12 .0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 .0 12 .0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) (%) Y/N Nm Nb Y/N min T EB 0. 00 2 .00 N 0 0 0 . 90 0 N 15 .4 3 WB 0.00 2 .00 N 0 0 0 . 90 0 N 15 .4 3 NB 0. 00 2 .00 N 0 0 0. 90 0 N 8. 6 3 SB 0 . 00 2 .00 N 0 0 0. 90 0 N 8. 6 3 _ -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 77 .0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT -' TH TH X RT RT X PD PD WS LT X SB LT X X TH TH X X RT X RT _ PD PD GREEN 25 . 0 0. 0 0.0 0.0 GREEN 10 . 0 30.0 0 . 0 0.0 YELLOW 4.0 0. 0 0. 0 0 .0 YELLOW 3 . 0 5 .0 0 . 0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS WB L 0.456 0. 338 15 . 6 C 14. 3 B R 0. 276 0 . 338 12 . 1 B NB T 0.848 0 .416 18. 3 C 17 . 3 C R 0. 110 0.416 8. 9 B SB L 0.035 0. 584 5 . 2 B 5 . 5 B - T 0. 392 0 . 584 5 . 7 B -------------------------------------------------------------------------- INTERSECTION: Delay = 12 . 6 ( sec/veh ) V/C = 0. 556 LOS = B STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Dep ✓ Transportation artment of Commissioner of Public Safety Commissioner of Motor Vehicles ��� 24 Wolcott Hill Road • P.O. Drawer A r"A""�+► Wethersfield, Connecticut 06109 Phone : 566-5228 December 7, 1989 Mr. James G. Bubaris Wilbur Cross Commons 60 Connolly Parkway Building 14 Hamden, CT 06514 Re: STC# 132-8909-01 Dear Mr. Bubaris: Subject: School Facility Neves Road & Ayers Road Town of South Windsor The review of the data submitted for the South Windsor School Facility has been completed. It has been determined that the facility _ will have an impact at the intersection of Route 194 and Sand Hill Road. The projected traffic volumes at this intersection will cause an ex- tended queue at Route 194's northbound right-turn lane, and consequently this lane should be extended. An Application for Certificate should be filed and should include flow diagrams and capacity analysis for the Route 74 and Sand Hill Road intersection to determine the impact at that location. Very truly yours, L�Ili!m W. Stoeckert Executive Director cc: Chief Gary K. Tyle Mr. Thomas D'Auria✓ An Equal Opportunity Employer r r S=TE TRAF F=C EVALUAT=ON S TUD Y r S OUTH W=NDS OR S CHOOL FAC=L.=TY . . NEVERS ROAD a�s�' AY ERS ROAD r' SOUTH 'W=NDSOR , CONNI�.CT Z CLJT r, AL'?DENDUM . o r Y I i a FEBRt�ARY ]� 5 1. 45019 0 r r u B Q \_P PLANNING Q \ P ENGINEERING i7I QBOONES \�WAND DESIGN r k SITE TRAFFIC EVALUATION STUDY SOUTH WINDSOR SCHOOL FACILITY NEVERS ROAD AT AYERS ROAD SOUTH WINDSOR, CONNECTICUT ADDENDUM FEBRUARY 15, 1990 BUBARIS TRAFFIC ASSOCIATES, INC. TRAFFIC PLANNING, ENGINEERING AND DESIGN WILBUR CROSS COMMONS 60 CONNOLLY PARKWAY, SUITE 14B HAMDEN, CONNECTICUT INTRODUCTION On September 19, 1989, a Request for Determination was submitted to the State Traffic Commission to ascertain whether the proposed expansion and alteration of the existing South Windsor High School facility and the conversion of the existing high school annex into the Wapping Elementary School, both of which are situated on the same site, would require an Application for Certificate in accordance with State Statute 14-311 regarding major traffic generators. On December 7, 1989, a letter was received from the State Traffic Commission indicating that the review of the submitted data indicated that the facility would have an impact on state highways, thereby requiring an Application for Certificate. Additional information was also request d at that time to be submitted with the Application, including: 1. A review of the intersection of Route 194 at Sand Hill Road for the need to extend the northbound right-turn lane. 2. An analysis of the intersection of Route 74 at Sand Hill Road / Valley View Road. 3. Consideration of the site-generated traffic from other major traffic generators approved in the area which would result in additional background traffic volumes requiring analysis. Specifically, the peak hour site-generated volumes for the Page 2 of 12 following major traffic generators were forwarded for inclusion in analyses of the subject develop- ment: a. Gerber Scientific b. Buckland Hills c. Town Shopping Center d. JFI Industrial Center e. Rye Street Business Park f. Terry Office Park Reference is made to the original Site Traffic Evaluation Study for this project, dated September 15, 1989 and prepared by James G. Bubaris, P.E. , P.C. This traffic study outlines much of the background studies and analyses performed for this project. The subject Addendum to this study, dated February 15, 1990 and prepared by Bubaris Traffic Associates, Inc. , provides the additional analyses requested by the Stat Traffic Commission for the Application for Certificate. OTHER MAJOR TRAFFIC GENERATORS A review was made of the site-generated peak hour volumes provided by the Department of Transportation for other major traffic generators in the area. A review of this data indicated that not all of these other peak hour volumes Page 3 of 12 should be included in analyses for the subject school facility because the peaks of the other generators do not coincide with those of the school facility. A meeting was held with DOT Traffic Division personnel on January 8, 1990 to obtain agreement on which of the other major traffic generators should be included. Copies of our analysis of which generators should be included were submitted to DOT Traffic Division personnel at that time and is not includ d herein. However, additional copies of our analysis will be provided upon request. Our review of the other major traffic generators indicated the following regarding whether the site-generated volumes from these other generators should be included with the morning and afternoon peak hour analyses for the subject school facility: SCHOOL SCHOOL MORNING AFTERNOON PEAK PEAK. 1. GERBER SCIENTIFIC YES NO 2. BUCKLAND HILLS NO YES 3. TOWN SHOPPING CENTER NO YES 4. JFI INDUSTRIAL CENTER YES YES 5. RYE STREET BUSINESS PARK YES NO 6. TERRY OFFICE PARK YES NO Page 4 of 12 The rationale behind the selections above is that shopping complexes such as No. 2 and No. 3 above are not open during the morning school peak, but are during the afternoon school peak; office complexes such as No. 1, No. 5 and No. 6 above have morning peaks which coincide with morning school peaks, but evening peaks which do not coincide with afternoon school peaks; and that industrial complexes such as No. 4 above have morning and afternoon peaks which do coincide with school peaks. The additional site-generated peak hour traffic volumes from the other major traffic generators were added to the projected combined 1996 peak hour traffic volumes previously presented in the original study, and are included herein as part of Exhibits E and F in the Appendix of this Addendum. ROUTE 74 AT SAND HILL ROAD AND VALLEY VIEW ROAD This intersection was not included in the original traffic study, but is included in this Addendum as requested by the State Traffic Commission. Turning movement counts were undertaken at this intersection to develop morning and afternoon peak hour traffic volumes, and similar to the analyses made for other intersections in the original traffic study, existing 1989 peak hour volumes, site-generated Page 5 of 12 traffic volumes and distributions, and combined 1996 peak hour volumes were developed and are included herein as Exhibits A thru D in the Appendix of this Addendum. Additionally, the site-generated traffic volumes from other major traffic generators were also added to the projected combined 1996 peak hour traffic volumes developed herein for this intersection, and are also included herein as part of Exhibits E and F in the Appendix of this dend=. A request was also made for a signal warrant analysis for this intersection in our meeting of January 8, 1990 with DOT Traffic Division personnel. The results of the extensive turning movement counts and signal warrant analysis are included in Exhibit M of the Appendix of this Addendum. The signal warrant analysis indicates that a signal is not currently (i.e. , 1989-1990 conditions) warranted on a traffic volume basis, but may be warranted by 1996. A review of capacity analyses for this intersections, which follow in a later section, indicate that current levels of service are acceptable without signalization. INTERSECTION CAPACITY ANALYSES Reivised capacity analyses were conducted of all of the intersections included in this study area to reflect the -- impact of site-generated traffic from the other major traffic — Page 6 of 12 generators. The intersections of Route 74 at Sand Hill Road/Valley View Road and Route 194 at Pierce Road were added although previously excluded from the original traffic study. The computer-generated capacity analysis worksheets are included in the Appendix of this Addendum as follows: 1. Exhibit G - 1989 Existing AM Peak Hour (only the two intersections not — previously analyzed) 2. Exhibit H - 1989 Existing PM Peak Hour — (only the two intersections not previously analyzed) 3. Exhibit I - 1996 Combined AM Peak Hour (the two intersections not previously analyzed plus a revised analysis for — Route 194 at Sand Hill Road) 4. Exhibit J - 1996 Combined PM Peak Hour (only the two intersections not — previously analyzed) 5. Exhibit K - 1996 Combined AM Peak Hour With Other Major Traffic Generators (includes all intersections-both studies) 6. Exhibit L - 1996 Combined PM Peak Hour With Other major Traffic Generators (includes all intersections-both studies) Page 7 of 12 The results of these revised capacity analyses are summarized in Table I for the AM peak period on Pages 8 and 9, and in Table II for the PM peak period on Pages 10 and 11 of this Addendum. Included in these Tables are the results of the capacity analyses for three periods: (1) 1989 existing, (2) 1996 combined without other traffic generators, and (3) 1996 combined with other traffic generators. Also included is a "STATUS" insertion under each period for each intersection indicating whether the corresponding capacity analysis worksheet is contained within the original or new (i.e. , this) traffic study. Of interest to note is that a comparison of "without" to "with" other major traffic generators indicates some significant changes in levels of service at the study intersections on Route 194 (Sullivan Avenue) ; changes in levels of service which may very well be the responsibility of the "other" major traffic generators to remedy, not the subject school facility. -' ROUTE 194 AT SAND HILL ROAD This signalized T-intersection currently operates with two-lane wide approaches on all three approaches. Concern has been raised by the State Traffic Commission about the adequacy of the existing northbound right-turn lane, which Page 8 of 12 TABLE I SUMMARY OF CAPACITY_ ANALYSES SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSOR, CONNECTICUT AM PEAK 1989 1996 1996 EXISTING COMBINED COMBINED INTERSECTION MOVEMENT W/O OTHERS W/ OTHERS ROUTE 194 WB Left LOS D LOS E LOS E AT AYERS WB Right LOS C LOS E LOS F ROAD SB Left LOS A LOS B LOS D STATUS: ORIGINAL ORIGINAL NEW ROUTE 194 WB Left LOS F LOS F LOS F AT GRAHAM WB Right LOS B LOS B LOS D ROAD SB Left LOS A LOS B LOS C STATUS: ORIGINAL ORIGINAL NEW AYERS ROAD NB Left LOS C LOS E LOS E AT GRAHAM NB Thru LOS A LOS A LOS A ROAD NB Right LOS A LOS A LOS A SB Left LOS A LOS C LOS C SB Thru LOS A LOS E LOS E SB Right LOS A LOS A LOS A EB Left LOS A LOS A LOS A WB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW AYERS ROAD NB Left LOS A LOS B LOS B AT SUNSET NB Thru LOS A LOS A LOS A TERRACE AND NB Right LOS A LOS A LOS A SITE DRIVE SB Left LOS A LOS B LOS B SB Thru LOS A LOS A LOS A SB Right LOS A LOS A LOS A EB Left LOS A LOS A LOS A WB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW AYERS ROAD NB Left - LOS B LOS B AT NEW NB Right - LOS A LOS A SITE DRIVE WB Left - LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW NOTE: A "-" INDICATES THAT THE MOVEMENT DOES NOT EXIST. Page 9 of 12 TABLE I (CONTINUED) SUMMARY OF CAPACITY ANALYSES SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSOR, CONNECTICUT AM PEAK 1989 1996 1996 EXISTING COMBINED COMBINED INTERSECTION MOVEMENT W/O OTHERS W/ OTHERS NEVERS ROAD EB Left LOS B LOS B LOS B AT AYERS EB Right LOS A LOS A LOS A ROAD NB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW NEVERS ROAD EB Left LOS D LOS D LOS D AT SITE EB Right LOS A LOS A LOS A DRIVE NB Left LOS A LOS B LOS B STATUS: ORIGINAL ORIGINAL NEW SAND HILL SB Left LOS D LOS F LOS F ROAD AT SB Right LOS B LOS D LOS D NEVERS ROAD EB Left LOS A LOS D LOS E STATUS: ORIGINAL ORIGINAL NEW ROUTE 74 EB Left LOS F LOS F LOS F AT SAND EB Thru LOS C LOS E LOS E HILL ROAD EB Right LOS B LOS C LOS C AND VALLEY WB Left LOS E LOS F LOS F VIEW ROAD WB Thru LOS F LOS F LOS F WB Right LOS A LOS A LOS A NB Left LOS B LOS D LOS D SB Left LOS A LOS A LOS A STATUS: NEW NEW NEW ROUTE 194 Northbound LOS B LOS B LOS C AT SAND Southbound LOS B LOS B LOS B HILL ROAD Westbound LOS C LOS C LOS C (Signal) OVERALL LOS B LOS B LOS C STATUS: ORIGINAL NEW NEW _ ROUTE 194 Northbound LOS B LOS B LOS C AT PIERCE Sorthbound LOS E LOS E LOS F ROAD Eastbound LOS C LOS D LOS E (Signal) OVERALL LOS C LOS D LOS E STATUS: NEW NEW NEW NOTE: A "-" INDICATES THAT THE MOVEMENT DOES NOT EXIST. Page 10 of 12 _ TABLE II SUMMARY OF CAPACITY ANALYSES SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSOR, CONNECTICUT PM PEAK 1989 1996 1996 EXISTING COMBINED COMBINED INTERSECTION MOVEMENT W/O OTHERS W/ OTHERS ROUTE 194 WB Left LOS E LOS E LOS E AT AYERS WB Right LOS B LOS D LOS E ROAD SB Left LOS A LOS C LOS C STATUS: ORIGINAL ORIGINAL NEW _ ROUTE 194 WB Left LOS E LOS F LOS F AT GRAHAM WB Right LOS A LOS B LOS C ROAD SB Left LOS A LOS B LOS C STATUS: ORIGINAL ORIGINAL NEW AYERS ROAD NB Left LOS A LOS C LOS C AT GRAHAM NB Thru LOS A LOS D LOS D ROAD NB Right LOS A LOS A LOS A SB Left LOS B LOS D LOS D _ SB Thru LOS A LOS A LOS A SB Right LOS A LOS A LOS A EB Left LOS A LOS A LOS A WB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW AYERS ROAD NB Left LOS A LOS A LOS A AT SUNSET NB Thru LOS A LOS A LOS A TERRACE AND NB Right LOS A LOS A LOS A SITE DRIVE SB Left LOS A LOS A LOS A SB Thru LOS A LOS A LOS A SB Right LOS A LOS A LOS A EB Left LOS A LOS A LOS A WB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW AYERS ROAD NB Left - LOS A LOS A AT NEW NB Right - LOS A LOS A SITE DRIVE WB Left - LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW NOTE: A "-" INDICATES THAT THE MOVEMENT DOES NOT EXIST. Page 11 of 12 TABLE-II (CONTINUED-1 SUMMARY OF CAPACITY ANALYSES SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSORI CONNECTICUT PM PEAK 1989 1996 1996 EXISTING COMBINED COMBINED INTERSECTION MOVEMENT W/O OTHERS W1 OTHERS NEVERS ROAD EB Left LOS A LOS A LOS A AT AYERS EB Right LOS A LOS A LOS A ROAD NB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW — NEVERS ROAD EB Left LOS A LOS B LOS B AT SITE EB Right LOS A LOS A LOS A DRIVE NB Left LOS A LOS A LOS A STATUS: ORIGINAL ORIGINAL NEW SAND HILL SB Left LOS B LOS E LOS E ROAD AT SB Right LOS A LOS A LOS A NEVERS ROAD EB Left LOS A LOS A LOS A _. STATUS: ORIGINAL ORIGINAL NEW ROUTE 74 EB Left LOS E LOS F LOS F AT SAND EB Thru LOS C LOS D LOS D HILL ROAD EB Right LOS A LOS A LOS A AND VALLEY WB Left LOS D LOS E LOS E VIEW ROAD WB Thru LOS C LOS D LOS D WB Right LOS A LOS A LOS A NB Left LOS A LOS A LOS A SB Left LOS A LOS A LOS A STATUS: NEW NEW NEW ROUTE 194 Northbound LOS B LOS C LOS D "- AT SAND Southbound LOS B LOS B LOS B HILL ROAD Westbound LOS B LOS B LOS B (Signal) OVERALL LOS B LOS B LOS C STATUS: ORIGINAL ORIGINAL NEW ROUTE 194 Northbound LOS B LOS B LOS B AT PIERCE Southbound LOS C LOS D LOS F ROAD Eastbound LOS C LOS E LOS F (Signal) OVERALL LOS B LOS C LOS E STATUS: NEW NEW NEW NOTE: A "-" INDICATES THAT THE MOVEMENT DOES NOT EXIST. -- Page 12 of 12 according to the signal permit plan for this intersection is approximately 100 feet in length with a 120-foot transition before the right-turn lane. A queuing analysis was conducted of the northbound approach as summarized in Exhibit N of the Appendix of this Addendum. The queuing analysis of 1996 combined peak hour traffic volumes with site-generated traffic from the subject school facility and other major trafic generators, indicates that the right-turn lane should be lengthened to at least 225 feet in length. The governing factor for the length of the northbound right-turn lane is the expected queue length in the through, or left, lane since queued vehicles in the left lane during the red interval of the cycle restrict right-turning vehicles from entering the right-turn lane. Therefore, the right-turn lane needs to be long enough to extend beyond the expected through lane queue. A conceptual plan for the lengthening of this right-turn lane has been prepared as requested by the State Traffic Commission and has been included as Exhibit O of the Appendix of this Addendum. A right-turn lane of 230 feet is shown therein, with a transition of 120 feet before the beginning of the right-turn lane. APPENDIX JAMES G. BUBARIS, P.E., P.C. WF 1p �� PLANNING AND DESIGN ENGINEERING VEHICLE VOLUME GRAPHIC SUMMARY SHEET . LOCATION 500'rH W I N D SOIQ DATER oyT,6 17.4 A*r - 5 A-ry D H l LL_1 V ALL,E le V Iet,J R DID}DS TIME HOURS FRONT NOW- TO INDICATE NORTH BY ARROW TO WEATHER _ ROAD SURFACE CONDITION COMPILED BY X N 14 N_ O Noun 313 584 184 2 2 t J �5 43 50 w m — 66ma fhi I I Flood VQ 1 k 4 Vi 1*.w Road v4 o � MEW- r 0 REMARKS 8 RECOMMENDATIONS IN I S'nM* 19 M ocU JAMES G. BUBARIS, P.E., P.C. ._._ U D � PLANNING ENGINEERING VEHICLE VOLUME AND DESIGN GRAPHIC SUMMARY SHEET . LOCATION 5o IJT}I W I y So 4 DATE eao-nE 14 Ar MwD M I[l.1 v AG,L,E V y 1 EAJ QDp,p5 TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER ROAD SURFACE CONDITION E X K i i5 I-r 4 A COMPILED BY N � 1 Les r- 2 81 450 14 t 18S 21 58� 22s 0 13I 3+ -40 r- 6 . hand fh I I Roald �' Val ky V;f-w Road - Lc1% a Ln r 0 REMARKS A RECOMMENDATIONS 19 89 9AC4(4AuWD _ _ A K4 MAIeD W o SC�t�IODL. _JAMES G. BUBARIS, P.E., P.C. CT 0 fpfp 0 LANNINO ENOINEERINO VEHICLE VOLUME AND DESIGN GRAPHIC SUMMARY SHEET --OCATION 500TW WIA*50ft DATE R Durk 1.4 4 .i4m, T ty, 04tt.E yo v j E IME HOURS FROM A DS TO TO INDICATE NORTH BY ARROW (EATHER .:OAD SURFACE CONDITION ,OMPILED By q+ oQ r. N O � oG 10 . 940 E 219 � 1 101 ' W f II ROM va 1 ky Vl" w Road >r _ N O w :1 RKS & RECOMMENDATIONS EX� 577N� JAMES G. BUBARIS, P.E.. P.C. CVE fp1ppc ANNING GINEERING VEHICLE VOLUME D DESIGN GRAPHIC SUMMARY SHEET . LOCATION 50 U-rti•1 WIND 5 0 Q DATE R owriC 44 4 T" 5,,W l) hJ j Lc./y4uE 4l 1)I kw QDAV,5 TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER ROAD SURFACE CONDITION E Y. H I I'r Sjq COMPILED BY �1 I n OG Q- LCN In a.. 193 45 �a 44 385 15! 202 �j 81 N 23 _ N C-4 N 64PA ffi I I Road Va k vi tW Road r r � � 0 . oc REMARKS A RECOMMENDATIONS 1959 4 AGK 6rAD&)NDVMWA-9 Ho-LTV _ w o 5C+N1D0 L-rIQ ocF I C. . JAMES G. BUBARIS, P.E.. P.C. 'V [PIP0 ANNINGGINVEHICLE VOLUME D DESIGN GRAPHIC SUMMARY SHEET LOCATION 5OL7rH W I A)D50 9* DATE R ut�'rE 0 4 4'r -540jv HILL. V A".h 9? 014") 0104175 TIME HOURS FROM r � fN01CATE NORTH 8Y ARROW TO WEATHER _ ROAD SURFACE CONDITION COMPILED BY O 0 10/ 251 • .!nnA + i I I Road Va I k V;w Road — o r 0 0 at REMARKS A RECOMMENDATIONS 5 I-rE-1C9AicF I C. 1 U no S 1 Ls JAMES G. BUBARIS, P.E.. P.C. U D ' F F d C PLANNING ENGINEERING VEHICLE VOLUME AND DESIGN _ GRAPHIC SUMMARY SHEET LOCATION '500 -1 W l Nft if DATE R OLYT4 44 AT- 5.&W'D Jq/LL/V r'"j6 Ij _ TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER - ROAD SURFACE CONDITION E X H I 1-� 11. q COMPILED BY O .t. � O oG 00 200 40 40 215 5� ?5 15 15 o _ M . jarA +i I I Rood Va I k Vi tw Road y _ r a � 0 REMARKS S RECOMMENDATI 5 K6' 6rEA)1t 0f v JAMES G. BUBARIS, P.E.. P.C. VIr' IroANNINGGINEERING VEHICLE VOLUME D DESIGN GRAPHIC SUMMARY SHEET LOCATION 5o V'rY�I W!iV!7 S 01Q DATE 9 O V'r6i 14 .4T • SpNID Niu-zV 14U.6 V V i 4,J 1404DS TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER — ROAD SURFACE CONDITION COMPILED B014 t - M (r to 30 57, 8 z !37 z7 ?4-3 14¢ — 5 l G 7 �-+ 5) Ln N sl- '5and fh'I I Rood J VQ I k Vi t.,w Road r 0 ca REMARKS S RECOMMENDATIONS 199l0 4AGK"WA T) _ V w JAMES G. BUBARIS, P.E.. P.C. CTQVE [PIP ANNING GINEERING VEHICLE VOLUME D DFSIGN GRAPHIC SUMMARY SHEET LOCATION 50t�T� SO1Q oATE R ouTE #14 AT .3 Ncu ZL)*"ze V 1,e,.0 4,4 TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER Ex 15A NDITI ROAD SURFACE COON COMPILED BY N p r -- O M (r CA O ir ++7 7T& 22Z 17 11018 107 244 ?142 59 ?2 _ w C4 + JXhd }fill Road Val ld Vi tw Road + r 0 od REMARKS 8 RECOMMENDATIONS o_ 19910 pmaf otvrh • JAMES G. BUBARIS, P.E.. P.C. d FPFPPLANNI ENGINEERING VEHICLE VOLUME AND DESIGN GRAPHIC SUMMARY SHEET LOCATION 5art'N w I N l)So K DATE aao-rL A4T' SAruy N 1"I O&Le-V VtEW Qo.4.U5 TIME HOURS FROM _ TO INDICATE NORTH BY ARROW TO WEATHER ROAD SURFACE CONDITION EXH 119 1'� COMPILED BY o0000000 25% 5/ 'hand �ti I i Rood Va I ky V;e,w Road r 0 REMARKS A RECOMMENDATIONS 5 ATE -��A-F►�I sepw s� WES G. BUBARIS, P.E.. P.C. c:r Q 'J P ANNINO fpfp6ENGINEERING VEHICLE VOLUME AND DESIGN GRAPHIC SUMMARY SHEET LwCAT10N S00r)-1 w 01060 Q DATE Rvo-rf- 174 Ai- -,jAri-D B V i&Z QaA-T S TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER E X �� n� ,-r 12 AROAD SURFACE CONDITION C,MPILED BY r t _ 23 5G 10 10 23 8 35 125 2 5 2S .and +h I I Road VQ I V-4 V;tw Road _ r c20 tEMARKS • RECOMMENDATIONS JAMES G. BUBARIS, P.E.. P.C. CT cc--)) [PIP PLANNING ENGINEERING VEHICLE VOLUME AND DESIGN GRAPHIC SUMMARY SHEET LOCATION 502'-I"' w l nYD So IQ DATE a DUTY 4 49T-SMro N i u-1 UAut y yy d jAJ Xar4.U5 TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER ROAD SURFACE CONDITION E yC H 1 O IT -.4 A COMPILED By- 3 N � LA IZo -T 234 59 A 0 +93 56 t 4 3 — 9 Z�q G5 103 29 _ N Ln 6W + l t Road VQ k Vi�W ROad — N _ r o � 0 REMARKS A RECOMMENDATIONS 199& OACK DON _ v ��w� — T� JAMES G. BUBARIS, P.E.. P.C. CT � EC� PLANNING VEHICLE VOLUME ENGINEERING AND DESIGN GRAPHIC SUMMARY SHEET LOCATION 50LnI4 WIA4300, DATE 94 + SDI) tgiL 1L)#gl rr &( o,4,) gDofX 5 TIME HOURS FROM TO INDICATE NORTH BY ARROW TO . WEATHER _ ROAD SURFACE CONDITION COMPILED BY M OWC �. M N Lo 43 290 4$ IOo G74 2.28 - 9 3e+ 9 0 128 zq hand tli I I Rood Va 1le Vi tw Road 1 N Na _ r 0 _ cc REMARKS a RECOMMENDATIONS BI N E 199 lO _ v • JAMES G. BUBARIS, P.E.. P.C. U VPL Irlp�D DESIGN ANNING GINEERINGVEHICLE VOLUME GRAPHIC SUMMARY SHEET v LOCATION 50LYrN wiAY050< DATE R out 44 AT-".54" HiL-L1 UAAu je 1 j ✓l eij jfoAVS TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER _ ROAD SURFACE CONDITION COMPILED BY f - M � O j +17 $22 238 243 - 101 3 t0�4- 0 5 2.5'2 (, I -T+ 66"a fli I I Rood `' VQ I k Vi cw Road I.n - - t— N — � r v- 0 REMARKS S RECOMMENDATIONS COW1 AI NE 1.9 9b _ _ No VDLO#",F-S JAMES G. BUBARIS, P.E., P.C. u WENGINEERING FPPLANNINGVEHICLE V0LUME AND DESIGN GRAPHIC SUMMARY SHEET LOCATION 5 W wkVbso#Q DATE 9ou7*- 14 4T 4+0 Hiu-1y4uzLe viEA) 4v4VS TIME HOURS FROM TO INDICATE NORTH BY ARROW TO WEATHER ROAD SURFACE CONDITION COMPILED BY all � + a 1` 3000 �- g 1+3 210 G8 100 `19 G 74 uq - � UT 9 38'4' 90 12.9 lop 30 1� t N Nandi I I Road vQ I k Vi�w Road _ N v v- rr- M Q" 7 O REMARKS A RECOMMENDATIONS C j E l9942 - W I E /►'1 c- 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 35 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 74 — NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 1/7/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 EXISTING AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB LEFT 71 37 27 1 THRU 43 184 77 484 RIGHT 51 6 6 373 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- _ PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.10 5.10 0.00 5.10 NB 5.10 5.10 0.00 5.10 MINOR THROUGHS EB 6.30 6.30 0.00 6.30 WB 6.30 6. 30 0.00 6.30 MINOR LEFTS _ EB 6.80 6.80 0.00 6.80 WB 6.80 6.80 0.00 6.80 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 1/7/90 ; 1989 EXISTING AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 87 185 0 > 0 > -87 > F THROUGH 53 303 288 > 0 288 > -202 235 >F C RIGHT 62 435 435 > 435 > 373 > B MINOR STREET WB LEFT 45 158 120 > 120 > 75 > E THROUGH 225 224 213 > 192 213 > -85 -12 >F F RIGHT 7 960 960 > 960 > 953 > A MAJOR STREET SB LEFT 1 999 999 999 998 A NB LEFT 33 407 407 407 374 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 1/7/90 ; 1989 EXISTING AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION. .PIERCE ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1989 AM PEAK COMMENT. . . . . . .SOUTH WINDSOR SCHOOL FACILITY, S. WINDSOR, CT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 104 0 31 0 : LR 15.0 L 12.0 L 12.0 TR 15.0 TH 0 0 624 349 : 12.0 R 13.0 T 12.0 11.0 RT 21 0 0 343 : 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ($) (%) Y/N Nm Nb Y/N min T - EB 0.00 2.00 N 0 0 0.90 0 N 12. 3 3 WB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 NB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 SB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 89.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X X TH TH X X RT X RT PD PD WB LT SB LT TH TH X -- RT RT X PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 12.0 40.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS -' EB LR 0.351 0.292 19.1 C 19.1 C NB L 0.035 0.640 4.5 A 7.7 B T 0.608 0.640 7.8 B SB TR 0.998 0.472 42.2 E 42.2 E -------------------------------------------------------------------------- INTERSECTION: Delay = 24.9 (sec/veh) V/C = 0.621 LOS = C 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 35 _ PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 74 NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 EXISTING PM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 178 20 50 7 THRU 71 51 395 124 RIGHT 30 5 23 104 NUMBER OF LANES AND LANE USAGE — ---------------------------------------------- ---------------------- EB WB NB SB _ ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION -i---------------- --------------------------r----_- _-_-_----------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ----- ------- --- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.10 5.10 0.00 5.10 NB 5.10 5.10 0.00 5.10 MINOR THROUGHS EB 6.30 6.30 0.00 6.30 -' WB 6.30 6.30 0.00 6.30 MINOR LEFTS EB 6.80 6.80 0.00 6.80 WB 6.80 6.80 0.00 6.80 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 -- DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 1989 EXISTING PM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 218 291 242 > 242 > 24 > E THROUGH 87 376 358 > 288 358 > -53 272 >F C RIGHT 37 857 857 > 857 > 820 > A MINOR STREET _ WB LEFT 24 252 195 > 195 > 171 > D THROUGH 62 350 334 > 289 334 > 196 271 >D C RIGHT 6 631 631 > 631 > 625 > A MAJOR STREET SB LEFT 9 724 724 724 716 A _ NB LEFT 61 915 915 915 854 A IDENTIFYING INFORMATION ---------------------------------------------------------------------- -- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1989 EXISTING PM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION. .PIERCE ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. -" DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1989 PM PEAK COMMENT. . . . . . .SOUTH WINDSOR SCHOOL FACILITY, S. WINDSOR, CT -------------------------------------------------------------------------- - VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB _ LT 170 0 35 0 : LR 15.0 L 12.0 L 12.0 TR 15.0 TH 0 0 602 373 : 12.0 R 13.0 T 12.0 11.0 RT 42 0 0 210 : 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 -- : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- _ ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M ($) Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 - WB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 NB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 SB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 - ----------------------------------------------------------- -------------- SIGNAL SETTINGS CYCLE LENGTH = 89.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 _ EB LT X NB LT X X TH TH X X RT X RT PD PD - WB LT SB LT TH TH X RT RT X - PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 12.0 40.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 -------------------------------------------------------------------------- - LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LR 0.595 0.292 22.3 C 22.3 C r' NB L 0.035 0.640 4.5 A 7.4 B T 0.586 0.640 7.6 B SB TR 0.823 0.472 20.3 C 20.3 C --------------------------------------------------------------------------- INTERSECTION: Delay = 14.9 (sec/veh) V/C = 0.609 LOS = B 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 35 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -- NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 74 NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 1/7/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN -' TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 103 47 107 5 THRU 59 222 99 620 RIGHT 80 8 8 447 NUMBER OF LANES AND LANE USAGE -. --------------------------------------------------------------------- EB WB NB SB _ ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 ------------------------------------------------------ -------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 `- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.10 5.10 0.00 5.10 NB 5.10 5.10 0.00 5.10 MINOR THROUGHS EB 6. 30 6.30 0.00 6.30 WB 6. 30 6. 30 0.00 6. 30 MINOR LEFTS _ EB 6.80 6.80 0.00 6.80 WB 6.80 6.80 0.00 6.80 IDENTIFYING INFORMATION -- --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 1/7/90 ; 1996 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET -- EB LEFT 126 108 0 > 0 > -126 > F THROUGH 72 190 122 > 0 122 > -296 50 >F E RIGHT 98 336 336 > 336 > 238 > C MINOR STREET WB LEFT 57 86 30 > 30 > -28 > F THROUGH 271 133 86 > 66 86 > -272 -186 >F F RIGHT 10 940 940 > 940 > 930 > A MAJOR STREET SB LEFT 6 993 993 993 987 A NB LEFT 131 305 305 305 174 D IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 1/7/90 ; 1996 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION. .SAND HILL ROAD/SULLIVAN AVENUE _ AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .8/24/89 TIME. . . . . . . . . .1996 AM PEAK COMMENT. . . . . . .SOUTH WINDSOR SCHOOL FACILITY, SOUTH WINDSOR, CT -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 0 301 0 151 : 12.0 L 12.0 T 14.0 L 12.0 TH 0 0 334 259 : 12.0 R 13.0 R 14.0 T 11.0 RT 0 459 220 0 : 12.0 12.0 12.0 12.0 RR 0 100 55 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -- -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ($) (-%) YIN Nm Nb YIN min T EB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 WB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 NB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 SB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 91.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT TH TH X RT RT X -' PD PD WB LT X SB LT X X TH TH X X -- RT X RT PD PD GREEN 30.0 0.0 0.0 0.0 GREEN 14.0 35.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3 .0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS WB L 0.648 0.341 21. 3 C 20.9 C R 0.751 0.341 20.6 C NB T 0.479 0.407 13.2 B 12.7 B -- R 0.278 0.407 11.7 B SB L 0.032 0.593 5.8 B 5.9 B T 0.281 0.593 5.9 B INTERSECTION: Delay = 14.4 (sec/veh) V/C = 0.488 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION. .PIERCE ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 COMBINED AM COMMENT. . . . . . .SOUTH WINDSOR SCHOOL FACILITY, S. WINDSOR, CT -------------------------------------------------------------------------- VOLUMES GEOMETRY _ EB WB NB SB : EB WB NB SB LT 173 0 52 0 : LR 15.0 L 12.0 L 12.0 TR 15.0 TH 0 0 741 349 : 12.0 R 13.0 T 12.0 11.0 RT 61 0 0 455 : 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE _ M (-%) Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 WB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 NB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 -- SB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 99.0 _ PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X X TH TH X X RT X RT PD PD WB LT SB LT TH TH X RT RT X PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 12.0 50.0 0.0 0.0 _ YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LR 0.730 0.263 30.4 D 30.4 D NB L 0.039 0.677 4.0 A 8.1 B T 0.683 0.677 8.4 B SB TR 1.053 0.525 58.2 E 58.2 E -------------------------------------------------------------------------- INTERSECTION: Delay = 33.0 (sec/veh) V/C = 0.799 LOS = D 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION ----------------r---------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 35 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 74 NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS _ DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1989 COMBINED AM -' OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB -- ---- ---- ---- LEFT 215 26 79 9 THRU 90 68 506 159 — RIGHT 79 6 29 143 NUMBER OF LANES AND LANE USAGE --------------- -------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 - ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- _ PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- -------_-- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- - SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ---------•---- EASTBOUND 0 0 0 WESTBOUND 0 0 0 -' NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS ------------------------------------.--------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.10 5.10 0.00 5.10 NB 5.10 5.10 0.00 5.10 MINOR THROUGHS EB 6.30 6.30 0.00 6.30 WB 6.30 6.30 0.00 6.30 MINOR LEFTS _ EB 6.80 6.80 0.00 6.80 WB 6.80 6.80 0.00 6.80 IDENTIFYING INFORMATION -------------- ------ NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 -. DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1989 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY CAPACITY AND LEVEL-OF-SERVICE Page-3 ------------------..-------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 263 198 131 > 131 > -132 > F THROUGH 110 268 246 > 182 246 > -287 136 >F D RIGHT 97 799 799 > 799 > 703 > A MINOR STREET _ WB LEFT 32 152 85 > 85 > 54 > E THROUGH 83 242 222 > 161 222 > 39 139 >E D RIGHT 7 540 540 > 540 > 533 > A MAJOR STREET SB LEFT 11 619 619 619 608 A NB LEFT 97 837 837 837 740 A IDENTIFYING INFORMATION --------------------------------------------------------------------- -- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1989 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION. .SAND HILL ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 PM PEAK COMMENT. . . . . . .S. WINDSOR HIGH SCHOOL W/OTHER GENERATORS --------------- -------------r---------r--r---------an-r-----------------r-- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 0 214 0 174 : 12.0 L 12.0 T 14.0 L 12.0 TH 0 0 729 543 : 12.0 R 13.0 R 14.0 T 11.0 RT 0 176 122 0 : 12.0 12.0 12.0 12.0 RR 0 45 50 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ----------------------------------------------�•--•�--------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ($) (-%) Y/N Nm Nb Y/N min T -' EB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 WB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 NB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 SB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH 77.0 _ PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT TH TH X RT RT X PD PD WB LT X SB LT X X TH TH X X -- RT X RT PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 10.0 30.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 --------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS -' WB L 0.465 0.338 15.7 C 14.3 B R 0.276 0.338 12.1 B NB T 1.022 0.416 40.5 E 37.7 D R 0.118 0.416 8.9 B SB L 0.035 0.584 5.2 B 6.7 B T 0.597 0.584 7.2 B INTERSECTION: Delay = 21.4 (sec/veh) V/C = 0.637 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION. .PIERCE ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER -- ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 COMBINED PM COMMENT. . . . . . .SOUTH WINDSOR SCHOOL FACILITY, S. WINDSOR, CT --------------------------------------.+------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 229 0 66 0 : LR 15.0 L 12.0 L 12.0 TR 15.0 TH 0 0 715 468 : 12.0 R 13.0 T 12.0 11.0 RT 62 0 0 294 : 12.0 12.0 12.0 12.0 -- RR 0 0 0 0 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ($) M Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 WB 0.00 2.00 N 0 0 0.90 0 N 12.3 3 NB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 SB 0.00 2.00 N 0 0 0.90 0 N 5.9 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 99.0 _ PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X X TH TH X X RT X RT PD PD WB LT SB LT TH TH X RT RT x PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 12.0 50.0 0.0 0.0 _ YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LR 0.908 0.263 45.4 E 45.4 E NB L 0.039 0.677 4.0 A 7.7 B T 0.659 0.677 8.0 B _ SB TR 0.970 0.525 34.6 D 34.6 D -------------------------------------------------------------------------- INTERSECTION: Delay = 24.9 (sec/veh) V/C = 0.802 LOS = C 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK — OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION -' MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 29 0 92 THRU -- 0 1168 454 RIGHT -- 209 9 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N -- VEHICLE COMPOSITION --------------------------------------------------------------------- _ SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS -------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ - MINOR RIGHTS WB 5.90 5.90 0.00 5.90 _ MAJOR LEFTS SB 5.20 5.20 0.00 5.20 MINOR LEFTS -- WB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION _ --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 35 72 46 > 46 > 10 > E > 136 > -155 >F RIGHT 255 188 188 > 188 > -68 > F MAJOR STREET SB LEFT 112 251 251 251 139 D IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 _ PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK — OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 425 0 0 THRU -- 0 1171 482 RIGHT -- 5 140 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE — GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS % COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- - TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5.90 5.90 0.00 5.90 MAJOR LEFTS SB 5.20 5.20 0.00 5.20 MINOR LEFTS WB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) _ DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE -' RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH _ ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 519 72 72 > 72 > -447 > F > 72 > -453 >F RIGHT 6 168 168 > 168 > 161 > D MAJOR STREET SB LEFT 0 206 206 206 206 C IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . GRAHAM ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL ---------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG —' MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- -- EB WB NB SB ---- ---- ---- ---- LEFT 9 60 3 69 THRU 207 139 64 367 RIGHT 3 23 64 96 NUMBER OF LANES AND LANE USAGE ------------- ---------------------------------- EB WB NB SB r- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 ------------------------------------------- ------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION -----------------------r--------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ---------- EASTBOUND 0 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS - --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.50 5.50 0.00 5.50 SB 5.50 5.50 0.00 5.50 MAJOR LEFTS EB 5.00 5.00 0.00 5.00 WB 5.00 5.00 0.00 5.00 MINOR THROUGHS NB 6.00 6.00 0.00 6.00 SB 6.00 6.00 0.00 6.00 MINOR LEFTS _ NB 6.50 6.50 0.00 6.50 SB 6.50 6.50 0.00 6.50 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET, . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -' NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . SUNSET TER/SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK — OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG — MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB --- ---- ---- ---- LEFT 4 40 15 3 THRU 297 197 1 1 RIGHT 40 1 15 10 NUMBER OF LANES AND LANE USAGE ---------------------------------------------oh.----------------------- EB WB NB SB _ ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- _ PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES -------r--- ------------- ----r-------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS ---------------------------------------------r--------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.50 5.50 0.00 5.50 SB 5.50 5.50 0.00 5.50 MAJOR LEFTS EB 5.00 5.00 0.00 5.00 WB 5.00 5.00 0.00 5.00 MINOR THROUGHS NB 6.00 6.00 0.00 6.00 SB 6.00 6.00 0.00 6.00 MINOR LEFTS _ NB 6.50 6.50 0.00 6.50 SB 6.50 6.50 0.00 6.50 IDENTIFYING INFORMATION --------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 18 406 386 > 386 > 368 > B THROUGH 1 468 450 > 506 450 > 468 449 >A A RIGHT 18 743 743 > 743 > 725 > A MINOR STREET SB LEFT 4 390 369 > 369 > 365 > B THROUGH 1 455 438 > 639 438 > 622 437 >A A RIGHT 12 871 871 > 871 > 858 > A MAJOR STREET EB LEFT 5 966 966 966 961 A WB LEFT 49 819 819 819 770 A IDENTIFYING INFORMATION --r r r----------------r------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK — OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION -----r--------------------------------------------------------r r r---- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEW SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION — MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES ---------------------------------------------- ----------------------- EB WB NB SB ---- ---- ---- -- LEFT 0 80 75 -- THRU 100 163 0 -- RIGHT 200 0 30 -- -' NUMBER OF LANES -------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 -- ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND ----- --- --- VEHICLE COMPOSITION --------------------------------------------------------------------- — $ SU TRUCKS COMBINATION AND RVo*S VEHICLES MOTORCYCLES ----------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND --- --- --- CRITICAL GAPS ------------------------------------------r ------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- -' MINOR RIGHTS NB 5.50 5.50 0.00 5.50 MAJOR LEFTS WB 5.00 5.00 0.00 5.00 MINOR LEFTS NB 6.50 6.50 0.00 6.50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET r NB LEFT 92 498 462 > 462 > 371 > B > 534 > 405 >A RIGHT 37 868 868 > 868 > 831 > A MAJOR STREET WB LEFT 98 858 858 858 761 A • IDENTIFYING INFORMATION --------------------------------------------------------------------- __ NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION -------------------------------- ---------------- RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -' NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- -' LEFT 56 -- 87 2 THRU 76 -- 42 171 RIGHT 89 -- 6 156 NUMBER OF LANES -------------r----r-------------------------r-----------r------------ EB WB NB SB ------- ------- ------- ------- LANES 1 _ ADJUSTMENT FACTORS Page-2 ------r----------------------------- ►-------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ----- ------ ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND ----- --- --- NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION -r-ri-rrr-r-r--------- .i.------r--------------r------------------------ $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- --------- EASTBOUND 0 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 — CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS EB 5.90 5.90 0.00 5.90 MAJOR LEFTS NB 5.20 5.20 0.00 5.20 MINOR LEFTS EB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD _ DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE -` RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- �-------- ------------ ------------ --- MINOR STREET — EB LEFT 68 478 436 > 436 > 368 > B > 586 > 408 >A RIGHT 109 747 747 > 747 > 638 > A MAJOR STREET NB LEFT 106 791 791 791 685 A IDENTIFYING INFORMATION --------------------------------------------------------------------- - NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD ~ NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK -- OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL ------------------------------------------------------"--------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- -- LEFT 15 -- 400 0 THRU 0 -- 114 220 RIGHT 150 -- 0 40 -' NUMBER OF LANES --------------------------------------------------------------------- -_ EB WB NB SB ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE — GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND ----- --- --- — NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N — VEHICLE COMPOSITION --------------------------------------------------------------------- — SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ - MINOR RIGHTS EB 5.90 5.90 0.00 5.90 MAJOR LEFTS NB 5.20 5.20 0.00 5.20 MINOR LEFTS EB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD _ DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ---------- MINOR STREET EB LEFT 18 245 125 > 125 > 107 > D > 518 > 317 >B RIGHT 183 755 755 > 755 > 572 > A MAJOR STREET NB LEFT 489 861 861 861 372 B IDENTIFYING INFORMATION ---------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO -' RS 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAKHOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 AM PEAK -- OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS INTERSECTION TYPE AND CONTROL r---------�r--r-------r----r---------------- -----------------r- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES -------------------------------------r--------�'�--- ----------------- EB WB NB SB ---- ---- ---- ---- LEFT 270 0 -- 142 THRU 101 578 -- 0 RIGHT 0 244 -- 228 NUMBER OF LANES - -------------------------------------------------------------------- -- EB WB NB SB LANES 1 1 -- 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND ----- --- --- - SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV-S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS SB 5.90 5.90 0.00 5.90 MAJOR LEFTS EB 5.20 5.20 0.00 5.20 MINOR LEFTS -' SB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK — OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 174 137 34 > 34 > -139 > F > 79 > -374 >F RIGHT 279 390 390 > 390 > 111 > D MAJOR STREET EB LEFT 330 413 413 413 83 E IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 AM PEAK OTHER INFORMATION. . . . S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS — ��Id 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 35 PEAKHOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 74 NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 1/7/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL -----------r-----------------------------------la--------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------r------------------------------------------------------ EB WB NB SB -- ---- ---- ---- LEFT 111 47 107 5 THRU 61 238 100 626 RIGHT 80 8 8 477 NUMBER OF LANES AND LANE USAGE -------------------------------------�'------------------------------- EB WB NB SB _ ------- ---- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ -- MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.10 5.10 0.00 5.10 NB 5.10 5.10 0.00 5.10 MINOR THROUGHS EB 6.30 6.30 0.00 6.30 WB 6. 30 6.30 0.00 6.30 MINOR LEFTS EB 6.80 6.80 0.00 6.80 WB 6.80 6.80 0.00 6.80 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 1/7/90 ; 1996 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO LANE USAGE LTR LTR CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 136 101 0 > 0 > -136 > F THROUGH 75 183 115 > 0 115 > -308 40 >F E RIGHT 98 325 325 > 325 > 227 > C MINOR STREET WB LEFT 57 83 27 > 27 > -31 > F — THROUGH 291 126 79 > 61 79 > -297 -212 >F F RIGHT 10 939 939 > 939 > 929 > A -' MAJOR STREET SB LEFT 6 992 992 992 986 A NB LEFT 131 290 290 290 159 D IDENTIFYING INFORMATION --- ------------------------------------------------------------------ -- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 1/7/90 ; 1996 COMBINED AM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION. .SAND HILL ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER -- ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 AM PEAK COMMENT. . . . . . .S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 0 301 0 161 : 12.0 L 12.0 T 14.0 L 12.0 TH 0 0 618 334 : 12.0 R 13.0 R 14.0 T 11.0 RT 0 505 220 0 : 12.0 12.0 12.0 12.0 - RR 0 125 55 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 _ -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ($) ($) Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 WB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 NB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 SB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 91.0 _ PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT NB LT TH TH X RT RT X PD PD WB LT X SB LT X X TH TH X X - RT X RT PD PD GREEN 30.0 0.0 0.0 0.0 GREEN 14.0 35.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3 .0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS WB L 0.648 0.341 21.3 C 21.9 C R 0.794 0.341 22.3 C NB T 0.886 0.407 23.4 C 20.9 C _ R 0.278 0.407 11.7 B SB L 0.032 0.593 5.8 B 6.1 B T 0.362 0.593 6.3 B -------------------------------------- ----------------------------------- INTERSECTION: Delay = 17.5 (sec/veh) V/C = 0.682 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS _ SUMMARY REPORT ************************************************************************** INTERSECTION. .PIERCE ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER - ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 COMBINED AM - COMMENT. . . . . . .S. WINDSOR SCHOOL FACILITY W/OTHER GENERATORS -------------------------------------------------------------------------- VOLUMES GEOMETRY _ EB WB NB SB : EB WB NB SB LT 240 0 52 0 : LR 15.0 L 12.0 L 12.0 TR 15.0 TH 0 0 1071 434 : 12.0 R 13.0 T 12.0 11.0 RT 61 0 0 473 : 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE _ (-%) (-%) YIN Nm Nb YIN min T EB 0.00 2.00 N 0 0 0.95 0 N 12.3 3 WB 0.00 2.00 N 0 0 0.95 0 N 12. 3 3 NB 0.00 2.00 N 0 0 0.95 0 N 5.9 3 -- SB 0.00 2.00 N 0 0 0.95 0 N 5.9 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 99.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X X TH TH X X RT X RT PD PD WB LT SB LT TH TH X RT RT X PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 12.0 50.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3 .0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS -' EB LR 0.890 0.263 42.9 E 42.9 E NB L 0.039 0.677 4.0 A 19.6 C T 0.935 0.677 20.4 C SB TR 1.118 0.525 86.3 F 86.3 F -------------------------------------------------------------------------- INTERSECTION: Delay = 48.6 (sec/veh) V/C = 0.922 LOS = E 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -- NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION -' MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 29 0 188 THRU -- 0 754 824 RIGHT -- 214 5 0 -' NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- -- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ ._ MINOR RIGHTS WB 5.90 5.90 0.00 5.90 MAJOR LEFTS — SB 5.20 5.20 0.00 5.20 MINOR LEFTS WB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION _ --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK -' OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 35 72 41 > 41 > 5 > E > 186 > -111 >F RIGHT 262 358 358 > 358 > 96 > E MAJOR STREET SB LEFT 230 448 448 448 218 C IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -- NAME OF THE EAST/WEST STREET. . . . . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 194 (SULLIVAN AVENUE) NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION -' MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 425 0 8 THRU -- 0 756 840 RIGHT -- 5 314 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- _ SU TRUCKS o COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 — NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5.90 5.90 0.00 5.90 MAJOR LEFTS — SB 5.20 5.20 0.00 5.20 MINOR LEFTS WB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE _ RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET -- WB LEFT 519 72 71 > 71 > -449 > F > 71 > -454 >F RIGHT 6 277 277 > 277 > 271 > C MAJOR STREET SB LEFT 10 293 293 293 283 C IDENTIFYING INFORMATION --------------------------------------------------------------------- _ NAME OF THE EAST/WEST STREET. . . . . . GRAHAM ROAD NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 194 (SULLIVAN AVENUE) , DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . GRAHAM ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK -- OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 38 48 7 19 THRU 145 172 264 87 RIGHT 10 46 43 59 NUMBER OF LANES AND LANE USAGE -- --------------------------------------------------------------------- EB WB NB SB _ ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS $ COMBINATION AND RV'S VEHICLES a MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- -` TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.50 5.50 0.00 5.50 SB 5.50 5.50 0.00 5.50 MAJOR LEFTS EB 5.00 5.00 0.00 5.00 WB 5.00 5.00 0.00 5.00 MINOR THROUGHS NB 6.00 6.00 0.00 6.00 SB 6.00 6.00 0.00 6.00 MINOR LEFTS _ NB 6.50 6.50 0.00 6.50 SB 6.50 6.50 0.00 6.50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 9 387 299 > 299 > 290 > C THROUGH 323 547 512 > 536 512 > 152 189 >D D RIGHT 53 925 925 > 925 > 872 > A MINOR STREET _ SB LEFT 23 300 133 > 133 > 110 > D THROUGH 106 561 525 > 438 525 > 237 419 >C A RIGHT 72 873 873 > 873 > 801 > A MAJOR STREET EB LEFT 46 945 945 945 898 A WB LEFT 59 989 989 989 931 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . GRAHAM ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -' NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . SUNSET TER/SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- -' EB WB NB SB ---- ---- ---- ---- LEFT 4 11 25 3 THRU 192 237 1 1 RIGHT 11 1 25 5 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS % COMBINATION AND RV'S VEHICLES o MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- -' TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.50 5.50 0.00 5.50 SB 5.50 5. 50 0.00 5.50 MAJOR LEFTS EB 5.00 5.00 0.00 5.00 WB 5.00 5.00 0.00 5.00 MINOR THROUGHS NB 6.00 6.00 0.00 6.00 SB 6.00 6.00 0.00 6.00 MINOR LEFTS _ NB 6.50 6.50 0.00 6.50 SB 6.50 6.50 0.00 6.50 IDENTIFYING INFORMATION -- - ------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET -- NB LEFT 31 488 479 > 479 > 449 > A THROUGH 1 550 543 > 616 543 > 554 542 >A A RIGHT 31 871 871 > 871 > 840 > A MINOR STREET SB LEFT 4 469 453 > 453 > 449 > A — THROUGH 1 546 539 > 620 539 > 609 538 >A A RIGHT 6 826 826 > 826 > 820 > A — MAJOR STREET EB LEFT 5 924 924 924 919 A WB LEFT 13 961 961 961 947 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . SUNSET TER/SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEW SITE DRIVE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK -' OTHER INFORMATION. . . . WOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 0 23 125 -- THRU 164 123 0 -- RIGHT 56 0 50 -- NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 -- ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE — GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N — NORTHBOUND 0.00 90 20 N SOUTHBOUND ----- --- --- - — VEHICLE COMPOSITION --------------------------------------------------------------------- — % SU TRUCKS o COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 — NORTHBOUND 0 0 0 SOUTHBOUND --- --- --- CRITICAL GAPS --------------------------------------------------------------------- - TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ -- MINOR RIGHTS NB 5.50 5.50 0.00 5.50 — MAJOR LEFTS WB 5.00 5.00 0.00 5.00 MINOR LEFTS NB 6.50 6.50 0.00 6.50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE _ DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . WOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE _ RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 153 578 568 > 568 > 415 > A > 632 > 418 >A RIGHT 61 877 877 > 877 > 816 > A MAJOR STREET WB LEFT 28 943 943 943 915 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEW SITE DRIVE DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . WOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK —' OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB LEFT 99 -- 62 0 THRU 0 -- 104 88 RIGHT 115 -- 0 84 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- - o SU TRUCKS % COMBINATION AND RV'S VEHICLES a MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ -- MINOR RIGHTS EB 5.90 5.90 0.00 5.90 MAJOR LEFTS NB 5.20 5.20 0.00 5.20 MINOR LEFTS -' EB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION — --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD _ DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 121 547 521 > 521 > 400 > A > 664 > 403 >A RIGHT 141 870 870 > 870 > 730 > A MAJOR STREET NB LEFT 76 952 952 952 876 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . AYERS ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C • OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB _ ---- ---- ---- ---- LEFT 25 -- 113 0 THRU 0 -- 141 191 RIGHT 250 -- 0 11 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE — GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND ----- --- --- - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N -- VEHICLE COMPOSITION --------------------------------------------------------------------- _ o SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- — NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ - MINOR RIGHTS EB 5.90 5.90 0.00 5.90 MAJOR LEFTS — NB 5.20 5.20 0.00 5.20 MINOR LEFTS — EB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION _ --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK -' OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE — RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 31 426 384 > 384 > 353 > B > 727 > 390 >B RIGHT 306 798 798 > 798 > 492 > A MAJOR STREET NB LEFT 138 923 923 923 785 A IDENTIFYING INFORMATION --------------------------------------------------------------------- - NAME OF THE EAST/WEST STREET. . . . . . SITE DRIVE NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C — OMPOSITE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 -' NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . . . . NEVERS ROAD NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . JAMES G. BUBARIS, P.E. DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/23/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 120 0 -- 209 THRU 175 156 -- 0 RIGHT 0 134 -- 233 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 -- 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND ----- --- --- - SOUTHBOUND 0.00 90 20 N -- VEHICLE COMPOSITION ----------------------------------------------------------------- _ % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 — CRITICAL GAPS ------------------------------------------------------- — TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ - MINOR RIGHTS SB 5.90 5.90 0.00 5.90 MAJOR LEFTS — EB 5.20 5.20 0.00 5.20 MINOR LEFTS — SB 7.10 7.10 0.00 7.10 IDENTIFYING INFORMATION _ ------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE _ RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 255 378 332 > 332 > 76 > E > 474 > -66 >F RIGHT 285 772 772 > 772 > 487 > A MAJOR STREET EB LEFT 147 829 829 829 683 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL ROAD NAME OF THE NORTH/SOUTH STREET. . . . NEVERS ROAD DATE- AND TIME OF THE ANALYSIS. . . . . 2/23/90 ; 1996 PM PEAK OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY, COMBINED WITH C OMPOSITE LANE USAGE LTR LTR 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 35 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . . . . ROUTE 74 NAME OF THE ANALYST. . . . JAMES G. BUBARIS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 2/15/90 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . 1996 COMBINED PM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 215 26 79 9 THRU 90 68 541 184 RIGHT 79 6 30 143 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB — ------- ------- ------- ------- LANES 1 1 1 1 - ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE - GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N - NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- - SU TRUCKS COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 - NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ --- MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.10 5.10 0.00 5.10 NB 5.10 5.10 0.00 5.10 MINOR THROUGHS EB 6.30 6.30 0.00 6.30 - WB 6. 30 6.30 0.00 6.30 MINOR LEFTS _ EB 6.80 6.80 0.00 6.80 WB 6.80 6.80 0.00 6.80 IDENTIFYING INFORMATION --------------- ----------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 COMBINED PM OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 263 179 113 > 113 > -150 > F THROUGH 110 241 220 > 159 220 > -310 110 >F D RIGHT 97 773 773 > 773 > 677 > A MINOR STREET _ WB LEFT 32 139 73 > 73 > 41 > E THROUGH 83 222 203 > 142 203 > 20 119 >E D RIGHT 7 514 514 > 514 > 507 > A MAJOR STREET SB LEFT 11 593 593 593 582 A NB LEFT 97 810 810 810 714 A IDENTIFYING INFORMATION --------------------------------------------------------------------- -- NAME OF THE EAST/WEST STREET. . . . . . SAND HILL/VALLEY VIEW NAME OF THE NORTH/SOUTH STREET. . . . ROUTE 74 DATE AND TIME OF THE ANALYSIS. . . . . 2/15/90 ; 1996 COMBINED PM _ OTHER INFORMATION. . . . SOUTH WINDSOR SCHOOL FACILITY W/OTHER GENERATO RS 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION. .SAND HILL ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 PM PEAK COMMENT. . . . . . .S. WINDSOR HIGH SCHOOL W/OTHER GENERATORS ---------- --------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 0 214 0 174 : 12.0 L 12.0 T 14.0 L 12.0 TH 0 0 729 543 : 12.0 R 13.0 R 14.0 T 11.0 RT 0 176 122 0 : 12.0 12.0 12.0 12.0 _ RR 0 45 50 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ($) M YIN Nm Nb YIN min T --- EB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 WB 0.00 2.00 N 0 0 0.90 0 N 15.4 3 NB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 SB 0.00 2.00 N 0 0 0.90 0 N 8.6 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 77.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 -- EB LT NB LT TH TH X RT RT X PD PD WB LT X SB LT X X TH TH X X RT X RT - PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 10.0 30.0 0.0 0.0 YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS WB L 0.465 0.338 15.7 C 14.3 B R 0.276 0.338 12.1 B NB T 1.022 0.416 40.5 E 37.7 D R 0.118 0.416 8.9 B SB L 0.035 0.584 5.2 B 6.7 B T 0.597 0.584 7.2 B ----------------------------------------- ---------------------------------- -- INTERSECTION: Delay = 21.4 (sec/veh) V/C = 0.637 LOS = C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION. .PIERCE ROAD/SULLIVAN AVENUE AREA TYPE. . . . .OTHER ANALYST. . . . . . .JAMES G. BUBARIS, P.E. DATE. . . . . . . . . .2/15/90 TIME. . . . . . . . . .1996 COMBINED PM �- COMMENT. . . . . . .S. WINDSOR HIGH SCHOOL FACILITY W/OTHER GENERATORS -------------------------------------------------------------------------- VOLUMES GEOMETRY _ EB WB NB SB : EB WB NB SB LT 236 0 71 0 : LR 15.0 L 12.0 L 12.0 TR 15.0 TH 0 0 834 651 : 12.0 R 13 .0 T 12.0 11.0 RT 66 0 0 332 : 12.0 12.0 12.0 12.0 -' RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ----------------------------------------- -------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M (-%) YIN Nm Nb YIN min T EB 0.00 2.00 N 0 0 0.95 0 N 12.3 3 WB 0.00 2.00 N 0 0 0.95 0 N 12.3 3 NB 0.00 2.00 N 0 0 0.95 0 N 5.9 3 SB 0.00 2.00 N 0 0 0.95 0 N 5.9 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 109.0 _ PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X X TH TH X X RT X RT PD PD WB LT SB LT TH TH X RT RT X PD PD GREEN 25.0 0.0 0.0 0.0 GREEN 12.0 60.0 0.0 0.0 _ YELLOW 4.0 0.0 0.0 0.0 YELLOW 3.0 5.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LR 0.983 0.239 65.5 F 65.5 F NB L 0.043 0.706 3.7 A 7.9 B T 0.697 0.706 8.2 B SB TR 1.086 0.569 70.4 F 70.4 F -------------------------------------------------------------------------- INTERSECTION: Delay = 43.9 (sec/veh) V/C = 0.908 LOS = E February 15, 1990 SIGNAL WARRANT CHECK ROUTE 74 AT SAND HILL ROAD Z VALLEY VIEW ROAD TOWN OF SOUTH WINDSOR Turning movement counts were conducted at the subject intersection to develop hourly approach volumes for the purpose of performing a signal warrant check of the subject intersection under current 1989-1990 conditions and under 1996 conditions with the proposed improvement of the South Windsor School Facility at Nevers Road and Ayers Road. These counts were conducted as follows: 1. On Wednesday, December 20, 1989, between 6:30 AM and 9:30 AM. 2. On Wednesday, January 24, 1990, between 11:00 AM and 1:00 PM. 3. On Wednesday, December 20, 1989, between 1:30 PM and 4: 30 PM. 4. On Tuesday, January 16, 1990, between 4:40 PM and 6:30 PM. The computer-generated hourly summaries and peak-hour plots • within each of these time periods are included herein. Signal warrant checks were performed of existing 1989-1990 conditions indicating that Minimum Vehicular. Warrant No. 1 is only satisfied for 5 of the 10 hours counted. Therefore, a -- traffic signal is not currently warranted on a traffic volume basis. Signal warrant checks were also performed of projected 1996 conditions by expanding existing 1990 volumes by a factor of 1.28 (i.e. , assuming 4 perecnt growth in traffic for each of 7 years) as was done in expanding existing traffic volumes in the submitted traffic study. This warrant check indicated that 8 out of these 10 hours would satisfy the volume requirements of Warrant No. 1. Therefore, a signal would — appear to be warranted on a traffic volume basis but should be investigated at a later date once actual rather than projected volumes reach these levels. The computer-generated signal warrant checks for both existing and future conditions are included herein. In conclusion, we find that a traffic signal IS NOT warranted at this time, but MAY BE warranted by 1996. ----------------------------------------------------------------------- JN. .,..L SCUT, ----------------- H.T,__�� SAr�C' HI__ P.CAI rA,L_EY 'riEW FG*�E' EN':RE PJERSE:TICti MA:OR M:NOF ------------------------------------ ------------------------------------ ----------------------- `REE' T1�+E tiL�EtTt+:OUNG SGLTrSGUN ""n?uG, _ E�:rB_.'N0 WEST?CUNE MINOR ST. TOT; HOUR EG1 _ A P P O. �,� a •RJA(-t� ':TN_ H�-� Q_,. �,PRC4' r JTA! B„ir' STREPS TANK :CC 'v�N': ._J 1265 L YES _c 3.''�� Y':5 v ?:7C 4::G 1:4 1� '77 64 1 2 S 5 5 9 NO N 11:C0A-12.CCN :5S 2GS 766 _Ci ,v :oC 526 '.G NO +0 12:00N- 1:CGP :"�, 21� 7:� 2I� 60 284 5,3 8 NO �E= 1:3GP- 2:3rP CC' _5: a"C :?5 4Q ' 4 694 7 NO y:S _:3C�- �..:'� C�' :�a 56� C=4 6' 266 832 5 YES rE= 3:30P- 4:3�a 3C ',? 3h 109' 3 YES ES 8C, 464 126 YES J L v S ------ ------------------------------------ —` NI,'MBER. OF HOUR. WARRANT MET: _ ----------------------------------------------------------------------- _RC TION: R C:T EEE . i AC iA ' iEW ;UT T I:N UMt ----------------------------------------------------------------------- R4.".N? �ML�.I: _ HI�- ROU-E ,c SAD -ILL ROA: 4_LEY VIEW REr� S'':RE :�TEFE:CTiON �AJOF MINER ------------------------------------ ------------------------------------ ----------------------- r:�!E N`P7!8:'j SO' Th 3Uti � Jr': S'. EAST 8]UND WESTBOU ND T"AL NCi�r O�EF. CVE= �cRyOu AauRDAr- q�aR;AC;I ?CTAL APpROACti AP R0AC,H TOTA: 50-H :'REET5 ?4N� 'i 6 'r 'CA :3: 71G N3 fE: 0.3 12:03N- ::)OF 4_ 287 ?- 36� 56. 8 DES E= 1 3Gp- p :5Q EE' hG: 224 67 .9" 98E 7 Y'.c 78C :44 f24 Eb: '4 _'�J :G=S 5 YES vES ...N'JP 3 P .'{1•. 30' �GJ �'6 �9 ^-4 .J�^ 3 YC5 E_ �JF- :J? =L, :4: ! t ?.: 594 .�'4 4. YES -- -.� ------------------------------------ ------------------------------------ ------------ _ „ . 44 NUMBER 3F n0U S n;R.RaNi MET. 8 ------------------------------------- -'---R-'--------------------------------------------`---------------------------------------------------------------------------- T�4e �rVllr •`V�v.l -� '�:�' ..�-T ^ m ''r R T`-' ---------------------------------------------------- - -K 4 .1/1 l 11 •Y , � � 74 61 174 � r - �.��, 42 23 38 '9 642 �R TOTAL � � - �•^�� ?? 10 :4 122 --------------------------------------------------------------------- �r, -,tim�• 5^�, ?6- ? 6; 2Eu 4:' 124 106 i72 2622 ANA.. :r- :. mT-C, -iIRLvTT `l A G PER -,"S Y.r V 'Rl,y 'jLR T' 1 .i?r.. !lr. _°i. Ct3: C'�h� T Lll Left for h 6:�0 A!� r?. :;.4 4�4 �J� Sou 4 M n� Wes'r 45 Am :r3" 64 4 F,4 "w 3 _ Northe.�, aK 0.3 �'.4 4=4 East South r — West c -� ---------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------- iPC'_ '..�� �:� tom^ �'�`• 7�� �'1 � � -- ��� "^ I I ROUTE 74/ELLINGTON ROAD . . . ; N -- ----------------- W-+-E I 1 ! 1 ' S I 1 1 I • • • • • . • • • • • • ! i 1 1 1 1 I t I 1 1 314 484 0 ' ------------------* *------------------ - I I ---- 798 ---- -- 6 I . . . . . . . . . . . . . . . , ' —————————————————- -- • . . • • . . . . . • • • • . • . • 1 . . . SAND HILL ROAD/VALLEY `.CIE 198 155 -------------------------- ' ------------------ ------------------ , 73 -- -- 37 1 —————————————————— ------------------ , 44 169 AND HILL ROAD/VALLEY VIEk . . . ------------------------- . . . —————————————————— ' • • • • • • . . . 52 -_ ---- 106 ---- . . . . . . . . . . . . . . . . . . I 1 ------------------* *------------------ I -- `.23 17 6 1 ! • • • . • • • • • • • • 1 I 1 1 1 , • • • • • • . • • • • • I 1 1 1 I . • • • • • • • • • • • I 1 I 1 t I I I ; . . . ; ROUTE 74/ELLINGTCN ROAD ————————————————— legal ' —————— , ---------------------------------------------------------------------------------------- L_.. 1 V Jl ------------------------------------------------------------------------------------------- 14 16 h✓ .Y•i• �Y 1 --------------------------------------------------------------------------------------- _- �h Lam- � - yiY h.. .. .,:. .C!� ...__J � �� - � �•IV: :� P-K"INTS ... rt Thrli Lei _ ----------------------------------------------------------------------------------- as Z r U ou ---------------------------------"-------------_------------------------------------------------------------------------- EA K T G' rX � �i A ,T�i hh 1 �� , :f.� rl n�J J:.. ?F4 P EAK J�,R ;A_. ; hh 'T lkl.1. ,ll.l :l�i� mod. -------------------u-------------------------------------_-----_-------------------------------- L J U Y �.:4 A� C,. 1� r�K ,5� �° '2� ryes ��F 4 54 . ..:s ' e ! — �atir° �ntersecti�n Ncr�t� Zii. 4, �6 _. East SC :? 34 4 Wes 1 I ROUTE 74 ; . . . ; N I -------- ' W—+—E I I I 1 S I I 1 I I I 1 1 1 I I I I 97 127 4 ' ' ——————————————————* *—————————————————- - 1 1 • • • . . . • • • • • • • • • • • • I 1 . . . . . . . . . . . . . . . . . . ---- 218 ---- -- 3 ' ------------------ . . . SAND HILL ROAD/VALLEY VIE 56 40 ----------------------------- ' ------------------ ------------------ 1 I 1 122 -- -- 13 — I — , ------------------ ----------------- 76 226 HILL ROAD/VALLEY VIEW RD . . . ------------------------- • . . ------------------ 27 ---- 174 ———— . . . . . . . . . . . . . . . . . . 1 1 —————————————————— y—————————————————— ' ' 30 133 11 ' 1 I 1 1 1 • • • . • • . • • • • • 1 I 1 I I • • • • • • . • . • • . 1 1 1 1 1 I I 1 1 1 I ' . . . ; ROUTE 74 mar- t1 ---------------------------------------------------------------------------------------------------------------------------------- T.m` From North m s -_. n 5er .. T T �.T 4T. � a gym, T„: Ta HRU te: ---------------------------------------------------------------------------------------------------------------------------------- i �4 :2L 4 4� �� 23 4� 2 5.�. 417 :1 u�- H`� r �•i i t TnTA J ` 0' PH 46 G Y 11 L' . •l 1 Y� 1./ vV �� 26 r ,c 6 r 6, 22;; 43 275 Hk TOTA� '4' 28 79 136 924 1✓Y 1 2 ? 3 i00 4 14 23 67 291 4::` 28 :2 " :1 ::5 ;4 7 14 55 304 ------------------------------------------------------------------------------------------------------------------- -'AY T TAL 305 449 15 1':5 50 48 82 10" 84 202 405 2623 PEAK PERT') ANALYSIS F R TiiE PERTrO: ::'0 PK - 4:�0 PH .., ;L71HECT:ON START PEAK HR IOLUMES A, I.. FRuH PEAK HCUR FAC71 Ri4t Thri Left Total RiE^.t Thn L h eft ----------------------------------------------------------------------------------------------- Ncrth 2:15 PH 0.93 89 :81 5 275 °J2 �6 2 East 3:3G PK 0.77 1 `2 21 7" 6 68 26 Souuth ::;0 :K 0,84 23 395 51 469 5 34 .l pest 3:..0 PH 0.74 33 19 :97 303 1: 2E 64 Entire latersectic^ -h `� PK G189 107 2` Nor_ '24 �5 �2 Jv East 0.7n 5 52 20 77 b 68 26 South 0.54 2`s 395 51 463 5 84 11 West :9 ^� 11 2E c4 0.74 �., 7 ��� ,___ M_�4 •m fir. -� -- ,' - --N .. ------------- ----------- :C,r.� .`�...,.. -.. ...�..�. a r,7kEvTT�N START :-' : r �►.�� .,.., ..• :�;.'�' SRC!( PEA ----------------------------------------------------------------------------------------------- East PU 2L Saut11 3:?C �! „=� :' :'36 Vi 46� west �:?�: PR 9 04 CCti"' lntersen inn !w�r 76 5[ East �� .3 46 South 46: F, x4 11 �3 :9'1 3'J9 , )6 4es ^4 t �� I I 1 ROUTE 7-t/ELLINGTON ROAD ; . . . ; N — 1 1 I W—+—E 1 1 I I I S I r t I . . . . . . . . . . . . , I 1 I I I I I t 1 1 1 I 1 . • • . . • • • . • . • I 101 1L4 r . . . • • • . . . . . —————————————————— ,T•------------------ ------------------ SAND HILL ROAD/VALLEY VIE 77 52 • . • ----------------------------- ------------------ ------------------ 1 1 197 -- -- 20 I I ------------------ ------------------ -- 79 309 HILL ROAD/VALLEY VIEW RD . . . ————————————————————————— . • . ------------------ 33 -- ---- 469 ---- . . . . . . . . . . . . . . . . . . I ------------------ IC *------------------ 51 395 23 ; 1 1 I I 1 . . . . . . . . . . . . I 1 1 1 I 1 1 1 . . . . . . . . . . . . I I 1 1 1 . . . . . . . . . . . . I 1 I 1 I 1 1 I I t � 1 — ROUTE 74/ELLINGTON ROAD II — ------------- ' ---------------------------------------------------------------------------------------------------------------------------------- Rm j.r ---------------------------------------------------------------------------------------------------------------------------------- 1 I r r f� - :4 j is 4 F ---------------------------------------------------------------------------------------------------------------------------------- 'AY ,...r }g^ , �� �3 'c4 4 52 :y3 431 2196 [w, >, "1 r \r rQ Ir,,rr --T. n .r. �,M - h P7 r T T,aT. nr ' :KEl PERCENTS t K PEAK �i FACTOR {1Q�i Th i i TCta_ 'Rich mhru ij i ----------------------------------------------------------------------------------------------- i :na taS 4 3 '"1�( E0 t rM 4`4 62 4 84 12 vIeS 4: 0 r!f �? ?g" 184 ' 24 ?r E e 1rit r s e c cn N 7"t : 1'; �6 6 n,6C �, �', ��'� 8t 12 -� ;l � L4 a 4�4 Wes 83 25 �� :t�. �a4 24 Ic ---------------------------------------------------------------------------------------------------------------------------------- Ilia iN START FROM ?Er,2 „��. ,, - • r��,. e:- -ta. �r.t, ----------------------------------------------------------------------------------------------- _ Gast t. �au 4:3C PM ;� 4IS4 „•1 5y9 •/.J �V V 4 r V T Wes 4.u; M 2` S4 �a gas 1 'u�L�. .�� ..0 �•.'� yr �..� ,.� 1 Kest , 4 ^4 4 70 , 1 1 ROUTE 74 ; . . . ; N 1 -------- W—+—E I I 1 1 S 1 I 1 I 1 I 1 1 1 1 I 1 1 102 148 16 ' ——————————————————*, *—————————————————— , 1 ---- 266 ———— -- 9 1 ------------------ SAND HILL ROAD/VALLEY VIE 80 62 ` . . ————————————————————————————— 1 —————————————————— —————————————————— 1 267 -- -- 9 ------------------ 92 384 HILL ROAD/VALLEY VIEW RD . . . ------------------------- • . . ------------------ . . . I 25 __ ---- 539 ---- . . . . . . . . . . . . . . . . . . 1 1 ——————————————————J�'. �.——__—_—_————__——_— 5 1 1 , . . . . . . . . . . . . ; 62 4�=1 23 , i 1 I I I • • • • • • • • • • • • 1 1 1 • • • • • • • • • • • • 1 1 1 1 • • • • • • • • • • • • 1 1 � . . . ; ROUTE 74 February 15, 1990 QUEUING ANALYSIS ROUTE 194 AT SAND HILL ROAD TOWN OF SOUTH WINDSOR The following represents a queuing analysis of the northbound approach, which is two lanes wide and designated as left lane — for through traffic only, and right lane as right-turn only. Since the queuing of vehicles in the left lane block access to the beginning of the right lane, the right lane needs to — be longer than the anticipated left lane queue to permit access to the right lane. Therefore, the governing queue length is that of the through (left) lane. — Per figures 15-R and 16-R in Exhibits E and F, respectively, of the Addendum, the 1996 combined peak hour traffic volumes indicated below can be expected on the northbound approach if the other major traffic generators are considered. Assuming uniform arrival during the cycle, that only stopped vehicl s during the red interval need be considered, and that each — vehicle requires 25 feet of storage length, yields the following results: Peak Period: 1996 AM Peak 1996 PM P ak Northbound Thru: 618 VPH 729 VPH -- Northbound Rigs 220 VPH 122 VPH Cycle Length: 90 Seconds 80 Seconds Green Interval: 40 Sec. (44%) 35 Sec. (44%) Red Interval: 50 Sec. (56%) 45 Sec. (56%) Cycles per Hour: 40 CPH 45 CPH — Average Vehicles Rer Cycle (VPC) : 618 VPH 729 VPH _ ------- = 16 VPC ------- = 16 VPC 40 CPH 45 CPH Average Vehicles per Red (VPR) : 56% X 16 VPC = 9 VPR Queue Length for Right Lane: 9 VEHICLES X 25 FT/VEH = 225 FEET CONCLUSION: RIGHT LANE WOULD NEED TO BE 225 FEET IN LENGTH TO ENABLE RIGHT-TURNING VEHICLES TO ENTER DURING THE RED INTERVAL UNDER PROJECTED 1996 CONDITIONS EXHIBIT O CONCEPTUAL PLAN ROUTE 194 AT SAND HILL ROAD NORTHBOUND RIGHT-TURN LANE 4" WHITE EDGE LINE Ile 14/5 2-14/5 F /9q ce air \� TAKING LINE �O 94FT R.M.C. 14/5 BCLC 3 ' y �► 1 2of 14 DI o GJ1� 2"RMC 114/2 �3 �Iyy- � sti ��; 4 20 T 80' - - 15' SNET CoN C E mil)AL PLAN 02 o2 t EXTENSi niq OF Q 16rh 'LAM6. �, 3 RoorrE J94 AT SOWT N#t,L�uO � a 2 RMC,14/2 2RM 2-14, FOR PAVEMENT MARKINGS AND SIGNING 2"RMC,14/5,14/2 cot p �`v .cam' ► STATE OF CONNECTICUT "CINISC23 e TRAFFIC COMMISSION c.M.f.....r. ftw Department of Transportation conaba"aw W • 24 Wokoa Hill Road * P.O. Drawer A W f dd. Conseaicut 06 109 Data February 16, 1990 APPLICATION FM CEHTIFICA= Ia scrordaaes with Sottion 14-31I of the General Statutes of Connectiart, as revised,. Lad State Trst2Sc Comm4ss30a re�ulatioai, s Certitieata i= hereby requested for: Name of 1Fsc414ty: SOUTH WINDSOR SCHOOL FACILITY Location: fle-vers—Road at Ayers Koaa Town Lad . p Number: 7outn WIM-asor, CT Square Feet of Gross Floor Area: 3229430 SF (173, 434 SF Exist I'�smber of. Parkins. Spaces: ) Spaces paces Nest) Start of Construction (Date) Summer Opining Date: Fall 1991 (Phase I-High Sch) Fall 1992 (Phase II - High School & Elementary School) 0*neris Name: Howard Fitts , Chairman OWW='s idd688: out in son School ui in Committee VMU9 State it 7ip err aStreet', South Wi-n-d—sor , 4 Authoftzed Representative, to be contacted during review of applieatioa. James G. Bubaris P.E. Addrwna; 60 Conno 1 Parkway-, Suite 14B Towar s�=s p N���': Hamden CT 06514 ne: 203 - 288 - 4762 Enclosed are eight (a) sets of the proposed development showing the tatosm%ion 'required. (see attached) SITE PLAN REQIIIREHEN'I'S checklist to be included with application . air AM • Owner's Slgazture Howard Fitts r a� 0 Mi%JC`B TRAFr IC GEgMATOR T SUBMS ION GMDELINES A LR A completed check list should accorany the applicationorn and P materials submitted to the Commission. Ite*ns which are not submitted should be identified along with an explanation why they are not applicable. F L I C9 At the time of application ei? should t sets of the information deemed C appropriate to the developmentuld be submitted to the Commission, with S S A an additional set of the information being forwarded by the developer to I I B T T L the involved muhicipality(s) Legal Traffic Authority(s) . E E E Review of a proposed development may not begin until all of the applicable information is received. ❑ ® ❑ i. 1" - 40' Scale Roadway Plan (nominally 2' X 3' ) showing development frontage plus 300' in each direction and all roadways where improvements are proposed sho-WZng: (Noce: Plans showing improvements should indicata sufficient distance of approach roadway in order that the proposed improvement can be evaluated in regard to the overall roadway. ❑ ® ❑ A. Property lines on both sides of roadway. ❑ ® ED B. Ri ht-of-wa lines - existing and proposed. 8 Y ❑ ® ❑ C. Curb lines - existing and proposed. ❑ ® ❑ D. Sidewalks - existing proposed. and ro sed. ❑ ® ❑ E. Driveways. ❑ ❑ F. Intersecting roads (with street lines) . f� ❑ ® U G. Significant trees and shrubs. ❑ ® ❑ H. Drainage Structures - e:d sting and proposed (catch basins, calve-s, etc. ) U El I. Utilities - Poles byrnx ber, water gates, fire hydrants, etc. ❑ ❑ J. Typical. and critical sections of roadway uprcements (include surface cross slopes, treatment to existing ground, and :petal beam railing location where required). ❑ L�t K. Slope limits for improvements. ❑ �J ❑ L. Intersectional sight lines in accordance with De rtmenc of o Pa Transportation criteria for existing drives, proposed drives, any intersection that :-gas proposed improvements as a result of the development, and any existing drives and/or roadways where traffic is being sifted closer to the existing curb line. A profile of the final ground surface along the sight line may be needed for verification. ❑ ® L❑ M. Signs - existing (and proposed if no signs and markings plan) . ❑ ❑ `;. Guide rail and Lencino - exist in� and Proposed. ® ❑ 0. Pavement mar inas - existing (and proposed : ; J p �r a signs and mark-ngs plan i s not subCmi:t ed) . =J ❑ ❑ P. Illumination appurtenances PPu es ❑ ❑ II. 1" = 40' Horizontal 1" 4' V o � Vertical Scale Profile o� all Drives which are in excess or percent witain of tie e:ige of roa way and or have approach grades in excess of 8-percent at any point. ❑ ❑ z:II- 1" = 40' Scale Pavement .-larkingand Signing a Plan (Nominally 2' Y 3' ) of cne pr000s..d roa wav it existing roadway a teracions are signiricant) showing. . 17 ❑ ❑ a A. Edge of Road - proposed. P . ❑ ❑ ❑ B. R.O.W. Lines - pro posed. oposed. ❑ ❑ ❑ C. Drives - Po ro sed. P U ❑ LJ D. Intersectingroads (with R.O.W. lines) U U U E Signal « vement diagram - rc t Signal o and �n_e��onnec��on proposal if now adequately described in the submitted capacity analysis. (Detailed layout and design is not required at time of application unless unusual conditions exist). ❑ ❑ ❑ F. Utility Po Y poles b number. (� U ❑ G. Drainage structures. • I l o ❑ U z. F're Hyd rants -.7. ❑ ❑ T Traffic is signs - proposed- (dimensioned) ❑ ❑ U J. Pave ment markings - proposed (dimensioned) ® El IV. Site Plan sho;ain ❑ ❑ A. Contours - existingand finished i shed ® ❑ B. Existing and ro sed - p po drainage foL roadways and site ® ❑ C. Par-Kingspaces - number •- pa provided, number required by gown, (show layout and indicate any designated for handicapped, internal signing, Q� pavement markings, etc. ) . fl�J ❑ D. Driveways aexisting � y nd roads. I� ❑ V. Site Location Plan s:�ow-ing State highways and major in To•.an ro4d-s in the vicinity or cne site. � Q U Z ~ Gam. t= ❑ VI. Traf fic Information Nerl ❑ ' A. Site generated traffic should reflect a successful day for the development. Values less than those suggested by the .,E Trio Generation Reoort (current edition) should be substantiate . ❑ 1. Morning peak hour of the roadway providing access to the site. � 2. Afternoon peak hour of the roadway providing access to the site. ❑ , our of the 3. Morning and afternoon peak H generator ii different than the morning and afternoon peak hour of the adjacent highway. ® ❑ 4. Other peak hours of the generator (weekday, midday, evening, weekend) . ® ❑ 5. Identify :he hours of day, day of week and the reason the hours and days used in Items VI-A.1 through 4 were chosen. I-I 6. Percent distribution of generated traffic, by direction, for each major road leading to the area and at the access points, for the same peak hours as in Items VI-A.1 through 4. 1 ❑ 7. Flow diagrams for Items VI-A.1 through 4 aI-A.6. Sr And V g . NU',E: For shopping centers, projected traffic volumes as described in Items A.N 1 1 zhru 7 should have two submittals - one for Fridays and the other for 0 Saturdays - and should reflect a successful Friday and Saturday shopping day ,j, outside the "Thanksgiving and Christmas shopping days; the gross floor area S should be broken down by major tenants, and the mall area should be'provided U A (if applicable) . If a restaurant is proposed, provide size and location and B Pl indicate whether it is a fast-food or sit-down restaurant. If a bank is M p " proposed, provide size and location and indicate absence or presence of a I L drive-in facility. T I T For apartments, condominiums, hotels and motels, the number of 1, 2 and E A 3 bedroom wits, and the square foot area of each type of unit should be D B noted. L E For other types of major traffic generators, contact the Bureau of Planning - Office of Transportation Forecasting and Inventory (566-5719) for the appropriate traffic volume data to be submitted. B. Existing Traffic Z ❑ 1. Flow dia showL existing traffic for the same peak hours as in g� � � VI-A.1 through 4, above. NEI C. Background Traffic (should be seasonally adjusted to reflect the background tray is for the month that carries the heaviest ADT on the subject roadway when the development will be-occupied - should not reflect an average annual daily traffic) . Inquiries regarding seasonal adjustments factors may be directed to the Planning Inventory and Data Section (666-2309) . L1021) I \ ( P L A N N I N G Wilbur Cross Commons cTFW G� I C \ W E N G I N E E R I N G 60 Connolly Parkway • Suite 1.1 a ? 'I WAND D E S I G N Hamden,Connecticut 06514 a a,u � �` Telephone: (203)288-4762 'J February 20, 1990 Mr. William W. Stoeckert Executive Director State Traffic Commission RECEIVED 24 Wolcott Hill Road Wethersfield, CT 06109 FEB 2 21990 ' RE: APPLICATION FOR CERTIFICATE STC # 132-8909-01 State Traffic Commissicr SOUTH WINDSOR SCHOOL FACILITY NEVERS ROAD AT AYERS ROAD TOWN OF SOUTH WINDSOR Dear Mr. Stoeckert: A Request for Determination was submitted to your office on September 19, 1989 for the subject project. On December 7, 1989, a letter was forwarded from your office indicating that the subject project would require a Certificate, and that additional data would need to be developed for this project. Accordingly, we met with Traffic Division personnel on January 8, 1990 to determine more specifically the format of the additional data required, and hereby submit eight (8) copies each of the following items for your review and approval: 1. Application for Certificate. 2. The original Site Traffic Evaluation Study, dated September 15, 1989, and submitted with our Request for Determination. This study addresses much of the traffic data required. 3 . The Addendum to the original study, dated February 15, 1990, which addresses the additional information required as the result of the Request for Determination review. 4. Roadway Plans, Sheets 1 of 2 and 2 of 2, dated February 14, 1990, showing the proposed improvements at the various site drives for this project and sight line demonstrations from each of these drives. 5. Site Plan, Plate 19, dated April 22, 1989. 6. Statement regarding the hydraulic impact of this project. Application for Certificate South Windsor School Facility February 20 , 1990 Page 2 of 2 This project is currently under review by Town officials. By copy of this letter, we are transmitting copies of these documents to the Town's Legal Traffic Authority as required in the Application for Certificate. We would appreciate your expeditious review of this information since construction is scheduled to begin in early summer of 1990. Please let us know as soon as possible whether you have any questions or if you require additional information regarding this matter. Thank you for your continued cooperation. Very truly yours, 4• James G. Bubaris, P.E. Principal cc: Mr. Howard Fitts, Chairman South Windsor School Building Committee 239 Oak Street South Windsor, CT 06074 Mr. Dennis Evans Evans & Chisholm Landscape Architects 4 Beech Street Farmington, CT 06032 Mrs. Jean Zurbrigen Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Chief Gary K. Tyler Police Department 151 Sand Hill Road South Windsor, CT 06074 STATE OF CONNECTICUT MEMBERS „( TRAFFIC-COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A ""` ► Wethersfield, Connecticut 06109 Phone : 566-5228 February 23, 1990 Mr. James G. Bubaris 60 Connolly Parkway Suite 14B Hamden CT 06514 Re: STC# 132-9002-01 Dear Mr. Bubaris: Subject: Certificate Application School Facility Expansion Town of South Windsor The Application for Certificate and supporting data submitted pursuant to Section 14-311 of the General Statutes of Connecticut, as revised, will be reviewed by the Department of Transportation. You will be advised by this office if additional information is required. Upon completion of the review, a report will be prepared for presentation to the State Traffic Commission. The owner, town officials and you will be advised of the subsequent action of the Commission. Very truly yours , William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D. Auri Mr. Howard Fitts Mr. Dennis Evans Mrs. Jean Zurbrigen An Equal Opportunity Employer STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Corpmissioper of Public Safety 24 Wolcott Hill Road & P.O. Drawer A Commissioner of Motor Vehicles Wethersfield, Connecticut 06109 Phone : 566-5228 April 23, 1990 Mr. Howard Fitts , Chairman South Windsor School Building Committee 239 Oak Street APR SO 1990 South Windsor CT 06074 South Windsor Dear Mr. Fitts: Planning & Zoning CoMissia Subject: South Windsor School Facility Nevers Road at Ayers Road Town of South Windsor Certificate No. 1021 and Traffic Investigation Report No. 132-9002-01 detailing conditions of the Certificate are enclosed. An encroachment permit must be obtained from the Bureau of Highways - District No. 1 office at 1107 Cromwell Avenue - Town of Rocky Hill prior to performing any work within the state highway right-of-way. Very truly yours, i iam toeckert Executive Director cc: Mrs. Jean Zurbrigen Chief Gary K. Tyler Mr. Thomas D'Auria Planning and Zoning Commission Mr. James Bubaris Mr. Dennis Evans An Equal Opportunity Employer • STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 ISSUED April 17, 1990 CERTIFICATE NO. 1021 ISSUED TO Town of South Windsor �vTi�'r South Windsor School Building Committee Y 239 Oak Street South Windsor CT 06074 APR 30 1990 FOR South Windsor School Facility South Windsor Nevers Road at Ayers Road Planning & zoning Town of South Windsor g Commission pursuant to Section 14-311 of the General Statutes of Connecticut, as revised and the Regulations of the State Traffic Commission The applicant is hereby ordered to comply with the conditions and requirements as set forth in the attached report and plans. Failure to comply with all conditions and the requirements will constitute sufficient basis for revocation of the Certificate. NO PERSON SHALL OPERATE THE DEVELOPMENT OR ANY PORTION THEREOF UNTIL SUCH TIME AS THE APPLICANT HAS COMPLIED WITH THE ABOVE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE STATE TRAFFIC COMMISSION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE WILL EXPIRE ONE (1 ) YEAR FROM THE DATE ISSUED UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FROM THE STATE TRAFFIC COMMISSION TO EXTEND THE EXPIRATION DATE. Upon due notice from this Commission, this Certificate may be reviewed and modified or revoked in the interest of public safety. J. WILLIAM BURNS CHAIRMAN William W. Stoeckert Executive Director An Equal Opportunity Employer Report By Stephen Curley STATEOFCONNEECT►CUT S.T.C. No. 132-9002-01 DEPARTMENT OF TRANSPORTATION Date 3/90 TRAFFIC INVESTIGATION Loc.No. REPORT TO THE Checked By James M. Jurcz_yk STATE TRAFFIC COMMISSION Date to S.T.C. i �99U Date 3/90 TOWN South Windsor Received By S.T.C. LOCATION Date L% 11 Nevers Road at Ayers Road Approved By S.T.G. REQUESTED BY Date AR 17 S.M. No. Town of South Windsor See Previous S.T.C. Report HOW REQUESTED Certificate Application No. DATE Executive Secretary Recommendations In accordance with Section 14-311 of the General Statutes of Connecticut, as revised, it is recommended that the State Traffic Commission issue a certificate to the Town of South Windsor for the South Windsor School Facility, stating that the operation thereof will not imperil the safety of the public. The recommendation is referenced to the developer's plans entitled "Additions & Alterations to the South Windsor High School and Wapping Elementary School - Ayers and Nevers Roads - South Windsor, Connecticut" sheets 1 of 2 and 2 of 2, dated February 14, 1990 and "Conceptual Plan - Extension of Right Lane - Route 194 at Sand Hill Road - South Windsor, Connecticut" dated February 15, 1990. The first set of plans were prepared by Kaestle Boos Associates and last revised by the Department's Office of Traffic Engineering on April 6, 1990. The second plan was prepared by Bubaris Traffic Associates. This recommendation is based on the following: 1. That an access drive be constructed onto Ayers Road, as shown on the above-referenced plans. 2. That the radii of the existing site drives on Nevers Road and Ayers Road be modified to accommodate an SU-30 design vehicle, as shown on the above-referenced plans. V. f �,,y + d•• 1 APR 30 1990 South Windsor Planning ing Commission BY CC OFFICE OF TRAFFIC ENGINEERING BUREAU OF HIGHWAYS STC No. 132-9002-01 -2- Town of South Windsor South Windsor School Facility Nevers Road at Ayers Road 3. That a "Stop" sign, stop bar and double yellow center line be installed at the access drives to Ayers and Nevers Road, as shown on the above-referenced plans. - `C That Route 194 at the intersection of Sand Hill Road be widened to extend the right-turn lane for northbound traffic, as shown on the above-referenced plans. 5.; That the traffic signal on Route 194 at Sand Hill Road be revised to accommodate the widening on Route 194 required by Condition No. 4. 6. That 400 feet of clear sight line to northbound and southbound traffic be provided from the site drive to Nevers Road. This sight line is to be measured at a point 20 feet back from the edge of road, as shown on the above-referenced plans. The Town of South Windsor will maintain the sight distance from this drive. 7. That 400 feet of clear sight line to eastbound and westbound traffic be provided from the proposed site drive to Ayers Road. This sight line is to be measured at a point 20 feet back from the edge of road, as shown on the above-referenced plans. The Town of South Windsor will maintain the sight distance from this drive. 8. That 320 feet and 280 feet of clear sight line to eastbound and westbound traffic, respectively, be provided from the existing east drive to Ayers Road. The sight line to eastbound traffic is to be measured at a point 10 feet back of the edge of road, while the sight line to westbound traffic is to be measured at a point 20 feet back from the edge of road, as shown on the above-referenced plans. The Town of South Windsor will maintain the sight distance from this drive. 9. That 400 feet of clear sight line to eastbound and westbound traffic be provided from the existing west drive to Ayers Road. This sight line is to be measured at a point 20 feet back from the edge of road, as shown on the above-referenced plans. The Town of South Windsor will maintain the sight distance from this drive. 10. That all signs and pavement markings be installed in accordance with the most recent edition of the "Manual of Uniform Traffic Control Devices for Streets and Highways." STC No. 132-9002-01 -3- Town of South Windsor South Windsor School Facility Nevers Road at Ayers Road 11. That the pavement markings to be installed on Route 194 be of plastic or epoxy material or of a material as specified by the Department of Transportation. 12. That all roadway improvements within the State's right-of-way be subject to review by the Department of Transportation District I Office prior to the issuance of an encroachment permit. 13. That all work on roadways, that are owned and maintained by the Town of South Windsor, be performed in conformance with the standards and specifications of the Town. 14. That the State Traffic Commission reserves the right to require any additional improvements or changes as deemed necessary, due to the facility's traffic in the future. The above conditions were reviewed with Sgt. Thomas Hart representing Chief Gary A. Tyler, the Legal Traffic Authority for the Town of South Windsor on April 11, 1990 and he concurred. Mr. James G. Bubaris of Bubaris Traffic Associates, the Town of South Windsor's authorized representative was informed of the above on April 6, 1990 and he concurred with all the recommendations. 3 REPORT OF FINDINGS SOUTH WINDSOR SCHOOL FACILITY NEVERS AT AYERS ROAD TOWN OF SOUTH WINDSOR APR 30 1990 Site Description: Windsor ----------------- South Planning & Zoning CoMmi!;sior The proposed South Windsor School Facility is to be constructed on the southwest quadrant of the intersection of Nevers Road and Ayers Road. The facility will expand the existing South Windsor High School to 274, 300 gross square feet of floor area (GFSF) , while expanding an existing elementary school to 48, 130 GFSF. In addition, the facility will provide 535 outdoor parking spaces . Access to the facility will be provided thru drives located on Nevers and Ayers Roads. Nevers Road: ------------ Nevers Road is a north-south, two lane, bidirectional town road approximately 28 feet in width. To the north, Nevers Road runs into Ayers Road to form a "T" type intersection and is controlled at its approach by a "Stop" sign. To the south, Nevers Road intersects with Sand Hill Road to form a "T" type intersection and is controlled by a "Stop" sign. Nevers Road is posted at 25 mph. Ayers Road: Ayers Road is an east-west, two lane, bidirectional town road approximately 28 feet in width. To the west, there is a four-way stop control at Ayers' intersection with Graham Road. From this intersection Ayers continues westward till it forms a "T" type intersection with Route 194 . The posted speed limit on Ayers Road is 25 mph. Route 194 (Sullivan Avenue) : ---------------------------- Route 194 in the vicinity of the proposed development is an east-west two lane, bidirectional roadway approximately 30 feet wide. In the general vicinity of the development, Route 194 is level; however, in the area the road experiences a series of horizontal curvature. A speed check conducted in June, 1990 indicated 85th percentile speeds of 43 mph and 42 mph for both eastbound and westbound traffic, respectively, on Route 194. The posted speed limit for this section of Route 194 is 40 mph. The 1,988 ADT for Route 194 in the vicinity of the development is 16, 200 vehicles per day. Re-port of Findings Town of South Winds sor Tr=affic Generation' ------------------- it is anticipated that the site will generate 2500 trips per day with I a. m. peak hour volume being 440 vehicles entering and 165 vehicles exiting the drive on Nevers Road. It is estimated that 360 vehicles will enter and 135 vehicles will exit the drives on Ayers Road. It is expected, tt _�4 vehicles will - -er and 275 vehicles will exit the drive on Nevt;rs Road dur.ng the p.m. peak hoer why le 101 vehicle -Js w .11 enter and 125 vehicles will exit the drives on Ayers Road. It is also antic�pate.d that the distribution of trips will be 55.0 arriving and departing from the drive on Nevers Road, while 45% will be arriving and depart-ing from the Ayers Road drives . The projected volumes have been reviewed and approved by the Bureau of Planning. Accident Experience: -------------------- A review of the most recently recorded three year accident experience has not revealed any accident pattern on any State Route in the general proximity of the proposed development. Proposed Projects by the Department of Transportation: -- --------------------- ------------------------------- Currently, mere are projects proposed by the Department of Trar_spertation in the vicinitty of the facility. Projects # 1 3L-11 1 and will re ocate approximately 1111 feE:t of Route 74 and willrealgn the road to intersect with Route 194 . Project # 132-102 will revise Route 30 ' s intersection with Route 194 and Buckland Road. It is felt that these projects will adequate y- accommodate the traffic generated by this facility. weport of Findings Town of South Windsor Proposed Improvements by the Town of South Windsor: ----------------------------------------------------- 1 . To construct access drive onto Ayers Road. 2 . To improve the radii of the existing drives on Nevers and AS-ers Road . 3 . That install "Stop" sign, stop bar and double yellow center line at the access drives on Ayers Road and Nevers Road. 4 . That Route 194 at the intersection of Sand Hill Road be widened to extend the right turn lane for northbound traffic . 5 . To provide 480 feet and 680 feet of clear sight line to northbound and southbound traffic, respectively, from the site drive to Nevers Road. 6 . To provide 410 feet and 580 feet of clear sight line to eastbound and westbound traffic, respectively, from the proposed site drive to Ayers Road. 7 . To provide 320 feet and 280 feet of clear line to eastbound and westbound traffic, respectively, from existing east drive to Ayers Road. 8 . To provide 480 feet and 410 feet of clear line to eastbound and westbound traffic, respectively, from existing west drive to Ayers Road. Proposed Improvements by the Department of Transportation: ---------------------------------------------------------- The Office of Traffic Engineering agrees with items one thru four of the developer' s recommended improvements and also recommends those improvements required by State Traffic Commission Report No. 132-9002-01 . Summary: The Town of South Windsor has reviewed the internal site circulation. This development has received the Town of South Windsor' s planning and zoning approval . The Office of Traffic Engineering, the Legal Traffic; Authority for the Town of South Windsor and the Town' s authorized representative are 4n agreement with the above recommendations . 4" WHITE EDGE LINE ; Ile 2-14/5 14/5 R00T ' ,3 SryAl F ?J R /9g �e 4f4o� \ TAKING LINE � Y RM.C. 14/5 ackc Ems` �L`R� ��Apo►Rb 3 , W� 2 RMC 14 2 4b I[ L 801 15, q SNE1 CoN Erho�4L PLAN � Q _ � �<<�Ze F-�NSt n/q ap Q idrw 'L-An E a' z 02 Rco rr. 1.94 AT 5APiD Hu-L 64D ��� 3 SOVrfii{ t�JiiJ,�SoR CT ` � �w A 40' 2!'RMC,14/2 �p� 6 • •�' I � 2-14', FOR PAVEMENT MARKINGS AND SIGNING 2 RMC,14/5,14/2 �C'N" d�1 y T-0 0-leSoa� ?d&U&10-t o � C V • 4;� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR,c0 AREA CODE 203/644-2511 March 7, 1990 Mr. Robert Jarvis, Project Manager A-N Consulting Engineers, Inc. 505 Willard Avenue Newington, CT 06111 RE: BE WAPPING SCHOOL ADDITIONS & ALTERATIONS ` ^, Dear Mr. Jarvis: The South Windsor Water Pollution Control Authority, at their regular meeting of February 6, 1990, approved the above referenced application in accordance with the sewer plans prepared by Kaestle Boos Associates titled "Additions & Alterations to the South Windsor High School and Wapping Elementary School, " dated 1-19-90, sheets L-3, L-4, and L-9, and with the following conditions: 1 . Subject to Town staff technical approval. 2. That this approval letter be affixed to the final set of mylars and filed with the Town of South Windsor. Very truly yours, J9,qephuCarino, Ch irman W er Pollution ontrol Authority of South Windsor cc: Howard Fitts, Public Building-Commission Michael J. Gantick, Director of Public Works Marcia Banach, Director of Planning +/ Jerry Iazzetta, Town Engineer CHISHOLM Landscape Architects rim TIZ�R Op N f NCa TOWIL PROJECT TOO suam AY&I11s.- (!�T. Wi mox, 6-r. pko7 ATTN. OF: gEL1A a • �ay18G�1 DATE: AdW-� � .I990 We are sending you the foil g: 1 � L• 1 � �t� r T �' ITE 1zADINC�t LItI�UT��•4 �* UTiL3 �t NCx :�Dm Nmus APPROVED APPROVED AS CORRECTED FOR YOUR REVIEWX REVISE/RESUBMIT— NOT APPROVED — SEE REMARKS_ FOR YOUR USE_ REMARKS: ill tue, iK otJ&to 446� We %4M f�e (Ap qWV tAep;l iekee- VERY TRUL OU S, ffir CC: Mr. Abu L?Kmj64 1 56OZ6 l� RECEIVED 203-877-5301 4 BEECH STREET FARMINGTON.CT 06032 - "" 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 March 23, 1990 Mr. Howard E. Fitts, Chairman Public Building Commission 239 Oak Street South Windsor, CT 06074 Dear Mr. Fitts: Re: South Windsor High School Addition As clarification to meetings which Town staff have attended with the high school design consultants, I would like to offer the following comments and information. It is my understanding that the Public Building Commission is anticipating construction on the above-referenced project this spring. To that end, I would like the Public Building Commission to be aware of the various regulatory agency schedules and procedures so this important project can be expedited through the system. As there are regulated wetlands on site, the application must be approved by the Inland Wetlands Agency/Conservation Commission prior to action by the Planning and Zoning Commission. (This is mandated by State Statute, therefore out of our control. ) The Inland Wetlands Agency/Conservation Commission meets twice monthly, on the second and third Mondays of the month. Applications must be submitted fourteen (14) working days in advance of the first monthly meeting in order to be officially received by that Agency. The Planning and Zoning Commission meets generally every Tuesday but officially receives applications on the fourth Tuesday of each month. Application should be submitted two weeks prior to the fourth Tuesday of the month in which the application is to be officially received. The application to the Planning and Zoning Commission is a Special Exception application, and therefore requires a public hearing (again, statutorily mandated) . Public hearings generally take about three weeks to schedule, due to legal notice advertising time frames . While the Planning and Zoning Commission cannot tak action on your application until Inland Wetlands Agency/Conservation Mr. Howard E. Fitts Page Two March 23, 1990 Commission acts, Planning and Zoning can hold the public hearing while the Inland Wetlands Agency/Conservation Commission application is pending, thereby allowing the Planning and Zoning Commission to act expeditiously upon receipt of the Inland Wetlands Agency/Conservation Commission's decision. Upcoming application receipt dates and submission dates are: Inland Wetlands Commission - April meeting: Application submission by March 23; officially received April 16; action subsequent to April 16 . - May meeting: Application submission by April 24; officially received May 14 Planning and Zoning Commission - April: Application submission by April 10: Officially received April 24; public hearing, action subsequent to April 24 - May: Application submission by May 8; officially received May 22 You should also be aware that, in a public project as large as this one, a substantial amount of town staff review time is required, with particular emphasis on project engineering. Our ability to perform timely reviews is controlled completely by the timing and content of plans submitted to us . To date, our involvement in the engineering aspects of the project has been very limited because of the general (rather than detailed) nature of the information submitted to us. A further complication is introduced via the arrangement whereby our main consultant contact is the project architect rather than the project engineer. Finally, our ability to expedite an application through the regulatory system is greatly increased when an application is complete in accordance with the zoning and inland wetlands regulations. If sections of the regulations are not adhered to, particularly with respect to items required to be shown on plans or documents to be submitted with the application, staff review time may be interrupted while waiting for the necessary information to be submitted. Therefore we urge careful attention to the regulations when the regulatory applications are being prepared. Mr. Howard E. Fitts Page Three March 23, 1990 Our objective for the high school addition is to work with you as closely as possible, and to give you our full cooperation to ensure that this project is able to be constructed in a timely mann r. We thank you for your assistance in helping us to achieve this objective. Very truly yours, Marcia A. Banach Director of Planning MAB1pmm cc: Jean E. Zurbrigen, Town Manager Michael J. Gantick, Director of Public Works John Stewart, Architect PROJECT NAME/LOCATION � -; APPLICATION # DATE off- NOTE TO THE FILE: Re: / LC)cy Ao g Hl-r hlyZ 1 Signature 1 t MM sf+ C r T 0-igS ?d&U&1at e � w� 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 SO".C1 ` AREA CODE 203/644-25H April 23, 1990 M E M O R A N D U M TO: Jean E. Zurbrigen, Town Manager FROM: Jerry C. Iazzetta, Town Engineer RE: Proposed High School Addition I As per your request, we have utilized the 40 scale drawings we received on April 12, 1990 to approximate the square footage for the High School. The existing school is approximately 92,000 square feet and the total square f ootages after the addition is built is approximately 199,000 square feet (addition approximately 107,000 square feet) . I hope that this preliminary information is helpful. JCl/jsv cc: Michael J. Gantick, Director—at--Public Works 1 T0�� ap Sau& ?W&U/Alat 1540 SULLIVAN AVENUE . SOUTH WINDSOR CONN. 06074 � c, e•co��v AREA CODE 203/644-2511 April 25, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: South Windsor High School Addition We have reviewed the drawings provided to' us on April 12, 1990 for the proposed South Windsor High School Addition. These drawings are undated and comprise drawings L-1 to L-10 inclusive, a key map and two topographic maps. We have the following comments pertaining to this site: ID '$ �K t✓l L� �l TJ //l The , topographic maps^ require an original seal and signature. The key map needs to have the names of abutters shown. Also need to show the location and direction of the storm drainage and sanitary sewers . f It is my understanding that this project will be built lAo : in phases . These phases and a detailed phasing plan need to be provided in order to evaluate the facility. Sheet L-3 shows a 8" PVC sanitary sewer between the new track and the high school building. However, it does not show a connection to the high school nor is the 6�" pumping station and/or grinder pump location indicated. Plan also needs to show len th and slope of the pipe for a the sanitary sewers . f Sheet L-3 indicated a new sanitary sewer outflow from the Wapping School. However the cleanouts shown on this site plan are positioned incorrectly in accordance with the flow characteristics of the sewer. Length and ' slo of these pipes also need to be indicated. The entrance road from Nevers Road into the facility shows regrading in the area of the existing headwall around Plum Gulley Brook. It is our understanding that o this road is existing and will be rebuilt to the same profile as existing. What is the purpose of regrading both sides of this existing road? ,- -/`c Sheet L-3 shows catch basin #5 has a type CL double grate in the middle of a driveway area. Is it possible to place this at a curb location with a type "C" , to facilitate drainage from this area. The drawings do not indicate any stockpile areas for excess material. It would be unusual that a site as , . ` .. -large as this would not require a stock pile. Please have applicant indicate where the stockpiles are t<` proposed to be located. S art � The drawings do not indicate where the 100 year flood ,4 0le.- elevation is located. Please have applicant show that on these drawings 9 . Sheet L-4 shows a proposed addition to the tennis courts on the west side of the property. It is our understanding that a water line crosses into this area at approximately the 3/4 point of the proposed tennis el � -�' x' courts. This water line should be shown on these drawings and should be indicated to be relocated around 'the new tennis court. There is only one construction entrance shown and that trance is off of Ayers Road. Is this to be the only entrance D -- to this facility. If not, where is the other .,,,,. construction entrance to be located. ►.d - -. Sheet L-9 shows the sanitary sewer profile from the High pry. School to Ayers Road and at approximately station 800 on l the profile there is an 18" PVC stormdrain shown crossing the 8" PVC sanitary sewer. There is no indication as to a clearance between these two utility x J , yi. V pipes . It appears that this clearance is very minimal and may require a concrete saddle around the sanitary 4 sewer. Please have engineer verify the clearances r � involved and if necessary provide a detail for the n concrete saddle to be utilized. The sanitary sewer profiles as drawn indicate that the � --- h sanitary manholes have a sump, however the details indicate no sump will be provided. Please have the applicant correct the profiles to show a direct in-out sanitary manhole. This facility is designed without utilizing a storm water detention facility. As the drainage study indicates, it would be detrimental to provide detention on this site as this is in the lower portion of the watershed. The engineer has demonstrated that there will be no adverse effects upon the downstream facilities from stormwater entering into Plum Gulley Brook from this facility and we support that contention. JCl/jsv cc: Michael J. Gantick, Director of Public Works Jim N ce C � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ���soe•co�'� AREA CODE 203/644-2511 April 24, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: South Windsor High School Addition We have reviewed the drawings provided to us on April 12, 1990 for the proposed South Windsor High School Addition. These drawings are undated and comprise drawings L-1 to L-10 inclusive, a key map and two topographic maps. We have the following comments pertaining to this site: 1. The topographic maps require an original seal and signature. 2. The key map needs to have the names of abutters shown. Also need to show the location and direction of the storm drainage and sanitary sewers. 3. It is my understanding that this project will be built in phases. These phases and a detailed phasing plan need to be provided in order to evaluate the facility. 4 . Sheet L-3 shows a 8" PVC sanitary sewer between the new track and the high school building. However, it does not show a connection to the high school nor is the pumping station and/or grinder pump location indicated. Plan also needs to show length and slope of the pipe for the sanitary sewers. 5 . Sheet L-3 indicated a new sanitary sewer outflow from the Wapping School. However the cleanouts shown on this site plan are positioned incorrectly in accordance with the flow characteristics of the sewer. Length and slopes of these pipes also need to be indicated. 6 . The entrance road from Nevers Road into the facility shows regrading in the area of the existing headwall around Plum Gulley Brook. It is our understanding that this road is existing and will be rebuilt to the same profile as existing. What is the purpose of regrading both sides of this existing road? 7 . Sheet L-3 shows catch basin #5 has a type CL double grate in the middle of a driveway area. Is it possible to place this at a curb location with a type "C" , to facilitate drainage from this area. Marcia A. Banach 4/24/90 Re: South Windsor High School Addition Page 2. 7 . The drawings do not indicate any stockpile areas for • excess material. It would be unusual that a site as large as this would not require a stock pile. Please have applicant indicate where the stockpiles are proposed to be located. 8. The drawings do not indicate where the 100 year flood elevation is located. Please have applicant show that on these drawings 9 . Sheet L-4 shows a proposed addition to the tennis courts on the west side of the property. It is our understanding that a water line crosses into this area at approximately the 3/4 point of the proposed tennis courts. This water line should be shown on these drawings and should be indicated to be relocated around the new tennis court. 10. There is only one construction entrance shown and that is off of Ayers Road. Is this to be the only entrance to this facility. If not, where is the other construction entrance to be located. 11 . Sheet L-9 shows the sanitary sewer profile from the High School to Ayers Road and at approximately station 800 on the profile there is an 18" PVC stormdrain shown crossing the 8" PVC sanitary sewer. There is no indication as to a clearance between these two utility pipes. It appears that this clearance is very minimal and may require a concrete saddle around the sanitary sewer. Please have engineer verify the clearances involved and if necessary provide a detail for the concrete saddle to be utilized. 12. The sanitary sewer profiles as drawn indicate that the sanitary manholes have a sump, however the details indicate no sump will be provided. Please have the applicant correct the profiles to show a direct in-out sanitary manhole. 13. This facility is designed without utilizing a storm water detention facility. As the drainage study indicates, it would be detrimental to provide detention on this site as this is in the lower portion of the watershed. The engineer has demonstrated that there will be no adverse effects upon the downstream facilities from stormwater entering into Plum Gulley Brook from this facility and we support that contention. JCl/jsv cc: Michael J. Gantick, Director of Public Works SOUM WINDSOR HIGH SCHOOL ADDITION PLANNING DEPARTMENT COMMENTS Th se are pre-submission comments. There may be more comments when we do our plan review after the plans are submitted to th Planning and Zoning Commission. 1. ZONING TABLE a. variances needed for height of buildings (30 ft allowed) b. percentage of lot coverage (buildings) must be shown c. parking formula - one space for each 250 sq f t of building -- a waiver may be requested for the spaces not shown on the plans d. waiver for the spaces to be 9' X 18' should be requested 2. KEY MAP a. there are no rear yards for this property as it fronts on two streets (it is not necessary to show the yards on the key map; however they must be shown on the plot plan) b. lines indicating proposed drainage system with direction arrows must be shown c. lines indicating sanitary sewer system with direction arrows must be shown d. names of surrounding property owners within 500 feet e. driveway .cuts on surrounding properties f. phase line must be shown for all site improvements 3. PLOT PLAN a. building lines should be shown - it appears that a variance will be needed for the location of the bleachers as they appear to be less than 10 feet from the side line b. phase line must be shown on the plan for all site improvements c. proposed dumpsters must be shown on a concrete pad and screened 4. TOPOGRAPHIC PLAN a. limits of the 100 year floodplain must be shown on the plans 2- 5. ARCHITECTURAL ELEVATIONS a. Architecturals must be submitted in accordance with Section 4.20 of the Zoning Regulations (they have been enclosed for your use) 6 . LANDSCAPING a. plant sizes, types and quanities must be included b. Director of Public Works has expressed some concern about the location of the trees in the parking area and the possibility of blocking site lines 7 . GENERAL COMMENTS a. dates the plans were drawn as well as revision dates should be given on the plans b. at the time a record map is submitted to the Town Clerk's office, the size of the plans are required to be 1 inch equals 40, on 24" X 36" sheets with a 3/4 ruled margin e � Ce u • s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 April 26, 1990 Ms. Laura Gilliam-Piersall Project Architect Ka stle Boos Associates 31 High Street New Britian, CT 06051 Re: South Windsor High School Dear Ms. Gilliam-Piersall: Attached is a copy of preliminary comments from the Planning and Engineering Departments regarding the above-referenced project. If you have any questions regarding the comments please contact me at 644-2511, Ext. 250. Very truly yours, Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer Howard E. Fitts, Chairman of Public Building Commission SOUTH WINDSOR HIGH SCHOOL ADDITION PLANNING DEPARTMENT COMMENTS These are pre-submission comments. There may be more comments when we do our plan review after the plans are submitted to the Planning and Zoning Commission. 1. ZONING TABLE Ia. variances needed for height of buildings (30 ft allowed) 1b. percentage of lot coverage (buildings) must be shown c parking formula - one space for each 250 sq ft of uilding -- a waiver may be requested for the spaces not shown on the plans waiver for the spaces to be 9' X 18' should be requested 2 . KEY MAP Ja. there are no rear yards for this property as it fronts on two streets (it is not necessary to show the yards on the key map; however they must be shown on the plot plan) %b. lines indicating proposed drainage system with direction arrows must be shown . c. lines indicating sanitary sewer system with direction arrows must be shown �d. names of surrounding property owners within 500 feet driveway cuts on surrounding properties phase line must be shown for all site improvements 3 . PLOT PLAN building lines should be shown - it appears that a variance will be needed for the location of the bleachers $ they appear to be less than 10 feet from the side line b phase line must be shown on the plan for all site improvements . proposed dumpsters must be shown on a concrete pad and screened TOPOGRAPHIC PLAN a. limits of the 100 year f loodplain must be shown on the plans 2- 5 . ARCHITECTURAL ELEVATIONS a. Architecturals must be submitted in accordance with Section 4.20 of the Zoning Regulations (they have been enclosed for your use) 6 . LANDSCAPING a. plant sizes, types and quanities must be included b. Director of Public Works has expressed some concern about the location of the trees in the parking area and the possibility of blocking site lines 1 GENERAL COMMENTS a. dates the plans were drawn as well as revision dates should be given on the plans b. at the time a record map is submitted to the Town Clerk's office, the size of the plans are required to be 1 inch equals 40, on 24" X 36" sheets with a 3/4 ruled margin o U o Q Q a Wilbur Cross Commons \ ( CT W Q��� ^ PLANNING 60 Connolly Parkway•Suite 14B o (�," \ (E N G I N E E R I N G Hamden,Connecticut 06514 Q �C�88 A 7 E 0. \1"►(AND DESIGN Telephone:(203)288-4762 May 3, 1990 Mr. Alan Danahirsh Kaestle Boos Associates 31 High Street New Britain, CT 06051 RE: STC CERTIFICATE NO. 1021 SOUTH WINDSOR SCHOOL FACILITY NEVERS ROAD AT AYERS ROAD SOUTH WINDSOR, CONNECTICUT Dear- Mr. Danahirsh: Reference is made to the attached Certificate which apparently needs some clarification as to who is responsible for each of the conditions set forth therein. Items 1, 21 31 61 71 81 91 10, 13 and 14 are the Town's responsibility regarding the site drive improvements and maintenance of existing available sight lines from site drives. Items 4, 5, '10, 11, 12 and 14 regarding improvements at the intersection of Route 194 at Sand Hill Road are the State's responsibility. If you need further clarification of this Certificate, please contact me, or Mr. Mario Marrera of ConnDOT Division of Traffic Engineering at 566-5120. Best regards. Very truly yours, James G. Bubaris, P.E. Principal Attachment cc: John Stewart Evans & Chisholm KAHAN. KERENSKY. CAPOSSELA, LEVINE C6 BRESLAU ATTORNEYS AT LAW JURIS CENTRE 45 HARTFORD TURNPIKE K ' SOLOMON KERENSKY VERNON. CO Box Box CUT 06066 PETER C. PALMER' JOSEPH P. CAPOSSELA MAUREEN A. CHIMIELECKI JEROME D. LEVINE TELEPHONE (203) 646-1974 EDWARD C. TAI,MAN. JR. WILLIAM E. BRESLAU TELECOPIER 12031 647-8302 BRUCE P. FADER JOEL M. FAIN JAY A. G.ABRIEL* MICHAEL A. BARS SUZANNE E. CARON WILLIAM J. DAKIN DEAN W. HUM,MEL MICHAEL J. KOPSICK" R COUNSEL May 11 , 1990 GARY W. HOHENTHAL OBERT F. KAH.gN COLLEEN M. MCCARTHY ' ALSO MASSACHUSETTS BAR "ALSO NEW YORK BAR South Windsor Inland Wetland Agency/Conservation Commission C/o Mr. John McCahill Zoning/Wetland Enforcement Officer 1540 Sullivan Avenue South Windsor, CT 06074 Re: South Windsor High School Addition Project Dear Mr. McCahill: On behalf of my clients, Verne and Naanne Hill, 36 Mountain View Road, I would appreciate that the Conservation Commission consider recommending the installation of a Crywell or similar structure in the area. designated on the attached map. The purpose of the structure is to minimize runoff from the project site onto my clients ' property. The runoff situation Was created at the time that the Town developed the original school property. According to my clients, the site work included regrading of the track area which caused an increase in runoff in the direction of the Hill property. In an effort to try to correct the runoff, the Hills planted several rows of trees along the length of the property boundary. I recognize that the current proposal will redirect a portion of the previously created runoff away from the Hill property. However, considering that the town is in the process of redeveloping the entire site, the current application process is the appropriate time to adequately rectify the original runoff. If you have any questions , please do not hesitate to contact me. Thank you for your consideration. Respectfully, Bruce Facier BF/sd cc: Mr. and Mrs . Hill (w/enclosure) :t' h �",J/rj•'•••i iYf•;t l•�� h't rV�.�lh..F'� � ♦.. —__ �'_ i�'J f�! .+:fir rv;��;•/.r.J,:"���,�k 1�:�-�S�•�^Cr1'.>F'��" � r j 7 Ft HATCH LINE-C ; � � - See Dwg. L-4 1�' ,' �1��' ,'i1L/• ,' �!4 ' '.11 !' �.. � /111 `176 / ;• ) / -'. ��__- ' 44 V. I NV. o \ � I 165 �k C.D. �6-L: _ 'fl✓ � 1�1.Z 5 r 4C 1 ♦ L.D. # �7� ♦ Q�� ` 18' CPP A 1 S=0.720o' ® I 1 }� C.B, ISAN MH `3AN. - I � �V•= i;7•�� � ,r�,� : .�� �,� _�' ;^ � C.B. � �j � j IL JJJ � ' � ' _� �y✓. — 1"rG,. 7�• - ►mot � l Sanwom � ,,�. �,J t � ,yV,— 1 ,/. �L-- ►�, 8. VC �. 5a' 1 �. v tz EVANS & CHISHOLM Landscape Architects <Obt PROJECT _11 Wimm= '� �``� ATTN. OF: DATE: MAY � 1490 We are sending you the following: South Vii�dSor Planning & Zoning Co MAP mmission CrSC' Ap-pjL-e 1 =� Tlpp►mc dY 1 sore Timmme. 00" wicoo*vm No. wri APPROVED APPROVED AS CORRECTED FOR YOUR REVIEW— REVISE/RESUBMIT NOT APPROVED — SEE REMARKS FOR YOUR USE REMARKS: VERY TRULY YOU , loft CC: Mr. A 203-677-5301 4 BEECH STREET FARMINGTON,CT 06032 Jim a4 tce c rTau� o-P S ?d&td44Ot 4 yv 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ���soe•co�'� AREA CODE 203/644-2511 May 23, 1990 John G. Stewart Evans & Chisholm, Landscape Architects 4 Beech Street Farmington, CT 06032 D ar Mr. Stewart: Re: Application #90-24P - South Windsor High School At the May 21, 1990 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #90-24P - IWA/CC permit for the construction of an addition to the high school on property located on the westerly side of Nevers Road and southerly side of Ayers Road, RR zone, as shown on plans prepared by Kaestl Boos Associates, project #88073, dated March 23, 1990 and revised March 30, 1990, April 11, 1990 and April 19, 1990. 1 . Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval and prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for one year and shall expire on May 21, 1991 . 5. All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans. 7 . Silt fence shall be shown at the toe of the slope for the grades along the westerly line. 8 . The definition of clean fill, as found in section 2.1t of the Regulations, shall be included on the plans. John G. Stewart Page # May 23, 1990 Application #90-24P 9 . Topsoil storage area #2 shall be consolidated in one area on the east side of the entrance road. 10 . Catch basin in paved areas (CB #14, 18, and 21) shown with hoods shall be replaced with sedimentation structures. 11 . A note shall be added to the plans stating, "dust control will be maintained throughout the entire duration of the project and is the responsibility of the Construction Manager" . 12. The Construction Sequence Schedule (sequence #1 through 8) and the drawing identifying the areas, as prepared by O & G Industries, Inc. , shall be added to the plans. 13 . The plans shall show the temporary turning radius near th southerly end of the building, near the existing brook. This shall be done at grade, with no fill of the wetlands in that area. 14 . A construction entrance shall be shown near the southern edge of the building at the point where existing paved area is cut. 15 . The plans shall be revised to indicate the sewer connection to Nevers Road. This is to be placed in the area of the existing driveway entrance and shall cross over the existing 72" pipe. 16 . Temporary Seeding Rates and Dates, figure 6 . 1 of the Connecticut Guidelines for Erosion and Sedimentation Control, shall be added to the plans. Disturbed areas shall be stabilized with temporary seed mix. Very truly yours, Eliz th A. Warren, Vice Chairperson, IWA/CC EAW/pmm cc: - Jerry C. Iazzetta, Town Engineer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission �.----� _J U64 Lrt C, 5 4-7: �to�N at ,<� ca G r �� `�• e 4 w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 ��psoR•co AREA CODE 203/644-2511 May 23, 1990 M E M O R A N D U X TO: Louise Evans, Chairperson, Planning & Zoning Commission FROM: Betty A. Warren, Vice Chairperson, IWA/CC RE: Application #90-24P, South Windsor High School During public participation on the application referenced above Attorney Bruce Fader, on behalf of his clients Verne and Naanne Hill of 36 Mountain View Road, requested that the Conservation Commission consider recommending the installation of a dry well or similar structure in the area designated on the attached map. The purpose of the structure is to minimize runoff from the project site onto his clients' property. Although the Commission is concerned about the situation, they would respectfully request that the Planning & Zoning Commission consider and address the concerns of Attorney Bruce Fader. It would also seem that the Town Engineer may be of some assistance to resolve the situation and determine what is necessary in the area of concern. Thank you for your consideration. cc: Attorney Bruce Fader Jerry C. Iazzetta, Town Engineer Marcia A. Banach, Director of Planning r MEMORANDUM May 24, 1990 TO: Marcia Banach, Director of Planning RE: High School Plans - Project Number 90-42P Following are questions, concerns and a few suggestions about the High School Plan for reconstruction. 1 . In order to get Park Department equipment on to the fields, we need at least a 10 foot gate opening on all fenced areas. 2 . To get mowers between bleachers and fences, we need at least 7 feet from fence to bleachers. 3. On the back flow preventer for the irrigation system, we would like a planting around it to help screen it from view. 4 . I would like to see a planting plan and access points for the proposed court yards to make sure equipment can be brought in for maintenance. 5. The plan shows three types of grass, A, B, and C. What are they? 6. I would like to see the specifications on top soil depth on all areas for grass and plantings. 7. No grassed or planting areas should be less than 6 feet wide. 8. Why did they choose a Hunter Irrigation System for the Soccer Fields? All Town owned systems are Toro and we stock parts to repair them. 9. Why no irrigation on Baseball Field? 10. Why a skinned infield for Softball Field? 11 . What is the finished surfaced of the track? 12 . Why not have a ramp instead of stairs between the schools? "A lot easier to clear snow from" High School Plans Page 2 May 24, 1990 13. The planting plan had four different species of trees, maple, crab apple, dogwoods and pines. I would like to see some other species used in conjunction with what is proposed. Ash - seedless variety Lindens Cherries Bradford Pear I would like to use only non-fruiting crab apple trees. 14 . Instead of massive planting of yews in back of the bleacher area, I would like to see a planting of hollies. They would be easier to maintain. Thank you, Karl E. Reichle Superintendent of Parks and Grounds KER/ds cc : Michael Gantick, Director of Public Works Jerry Iazzetta, Town Engineer 4 ~ 01 �• e � u �v 1540 SULLIVAN AVENUE - 'SOUTH WINDSOR, CONN. 06074 ��osoe-CO AREA CODE 203/644-2511 24 May 1990 Dr. Joseph Wood, Superintendent of Schools Town of South Windsor 1737 Main Street South Windsor, CT 06074 Dear Dr. Wood: re: Appl. #90-24P, South Windsor High Sc i ol Intersection of Nevers and Ayersr.R ads Please be advised that the public hearing in the above matter has been scheduled for Tuesday, June 12, 1990 at 8:30 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Signs advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have them posted by Friday, June 1, 1990. One sign should be placed on the westerly side of Nevers Road and another on the southerly side of Ayers Road. Signs can be picked up at the Town Hall. Very truly yours, PLANNING AND ZONING COMMISSION 62 r Louise C. Evans Chairman cc: PZC File r--� M. Banach, Dir. of Planning KAHAN,KEUNSKY, CAPOSSELA, LEVINE& BRESLAU ATTORNEYS AT LAW 45 HARTFORD TURNPIKE EI Box K RECVED SOLOMON KERENSKY VERNON,CONNECTICUT 06066 MAUREEN A.CHMIELECKI JOSEPH P.CAPOSSELA MAY 90 1 0 EDWARD C.TAIMAN,JR. JEROME D.LEVINE TELEPHONE(203)646-1974 BRUCE P.FADER WILLIAM E.BRESLAU TELECOPIER(203)647-8302 AY A.GABRIEL• JOEL M.FAIN Ski. WINDSOR PLANNING DUMANNE E.CARON MICHAEL A.BARS DEAN W.HUMMEL WILLIAM J.DAKIN MICHAEL J.KOPSICK•• • GARY W.HOHENTHAL OF COUNSEL ROBERT F.KAHAN COLLEEN M.McCARTHY May 29 , 1990 AISO MASSACHUS=S BAR ••ALSO NEW YORK BAR Ms. Marcia Banach, Town Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: High School Expansion Project Dear Ms. Banach: On behalf of my clients, Mr. and Mrs. Vern Hill, 36 Mountain View Road, I wish to follow-up the recommendation of the Conservation Commission to the Planning and Zoning Commission about the stormwater management system and erosion and sedimentation controls. At its meeting of May 21 , 1990 , the Conservation Commission voted to request that the Planning and Zoning Commission review the system and controls/ and the impact of the site' s design on my client' s property. I nave enclosed my letter of May 11 , 1990 , as background information to this matter. I would appreciate that the Planning and Zoning Commission adopt the Conservation Commission' s recommendation. The adoption would eliminate a long-standing problem in a cost-effective manner. If the town staff has any questions, please do not hesitate to contact me. Thank you. Respectfull , Bruce Fader BF/sd Enclosure cc: Mr. and Mrs. Vern Hill CHISHOLM Landscape Architects �tz�-�o� �,atJ�rrwa TO 10WH or YV Ihl PROJECT �.. 1,540 SMU VAW Avg. . ATTN. OF: Ir mr w A DATE: I. 1140 We are sending you the following: kralve !.•1 �6 Lo 10 55L,ml ems. �3 A -50 APPROVED APPROVED AS CORRECTED FOR YOUR REVIEW REVISE/RESUBMIT NOT APPROVED — SEE REMARKS FOR YOUR USE REMARKS: r "JUN Rla nni�g, & Zoning, CrUrnM, 5,60 VERY TRULY YO S .cc: Mr. A6iaI4146W� y . vjeA em;s AW.-Op 0 203-677-5301 4 BEECH STREET-FARMINGTON,CT 06032 lilt at o � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 It cod AREA CODE 203 644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MAY 31, 1990 THURSDAY, JUNE 7, 1990 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION Notice is hereby given that there will be a public hearing of the Planning and Zoning Commission on Tuesday, June 12, 1990 at 8:30 P.M. in the Council Chambers of the South Windsor Town Hall to consider the following: 1. Appl. 189-47P, South Windsor Congregation of Jehovah's Witnesses for a Special Exception under Section 4.1.8b of the Zoning Regulations for property on the north side of Burnham Street westerly of Long Hill Road, RR Zone - proposed settlement litigation. 2. Appl. 0-24P Town of South Windsor Board of Education - South Windsor High Schoo intersection of Nevers and Ayers Roads, Special Exception, A-20 Zone. 3. Proposal of the Planning and Zoning Commission to amend the Zoning Regulations to eliminate specific special interest uses in the Industrial Zone. Copies of the application are on file in the office of the Town Clerk and/or the Planning Department of the Town of South Windsor. At this hearing, interested persons may appear and be heard, and written recommendations will be received. PLANNING AND ZONING COMMISSION Louise C. Evans, Chairman Bernard Hart, Secretary PLANNING DEPARIT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Thomas Hart, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering D partme is have received plans for the following project:# -_ V/-" Zone Acreage Subdivision Site P1an_C Residential No. of Lots/units Commercial Industrial Location: Project Description: Future Town-owned property involved? Yes ✓ No (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments Please let me know by 0 9 0 if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. 4.memo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 F TO Marcia A. Banach. DATE June 8, 1990 Di,tecton o 6 Ptanning L SUBJECT: SOUTH WINDSOR HIGH SCHOOL ADDITION FOLD- 161 NFVFRS ROAD There wilt. be a pneconzttuction meeting on the above mentioned addition on Friday, June 22, 7 990 at 9 : 30 AM here at the Town Hatt. cc: M. Gantick, B. Daviez , L. Braddock, F. Shaw, M. Stead, K. Reichte, B. Lanning, J. Cottinz, J. McCahitt By yc VaZt ez AND a =3 June 8, 1990 Marcia A. Banach Director of Planning Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 REFERENCE: South Windsor High School 0 & G Project No. 250 Dear Marchia: Attached are 15 copies of the Construction Sequence Schedule and a corresponding map for the construction site. I have spoken with Alan Daninhirsch from Kaestle Boos and do plan to attend the Planning and Zoning meeting on June 12, 1990 to answer any questions that may come up on the referenced project. Sincerely, 0 & G INDUSTRIES, INC. L Cam/ Bruce E. Walpole Project Manager BEW/lab Enclosures CC: Kaestle Boos File bew-6:1 O&G INOUSTAIES INC. 1 112 WALL 9T.I P.O. BOX 907 TORRINGTON.CT 08790-0907 PHONE (2031 499-9Q61 40,41 M ce O O C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 c AREA CODE 203/644-2511 A'osort. oe� June 12, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Pla ni FROM: Jerry C. Iazzetta, Town Engineer RE: South Windsor High School I would like to request that at the preconstruction meeting for the South Windsor High School on June 23, 1990 the General Contractor, the Excavating Contractor and the Construction Coordinator (for the project) be present. This will be a difficult project and it would be helpful to have these people at the meeting so that we can set up a properly coordinated effort. JCl/jsv cc: Michael J. Gantick, Director of Public Works 1 ~N =f1 co -0. �s-auA f �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ~boa ca� AREA CODE 203/644-25U Fax. I - 203-644-3781 FACSIMILE MESSAGE TRANSMITTAL FORM Date: q� • PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: - ADDRESS: rACT i FAX. # : Co-7(a MESSAGE FROM: NAME: r aub ADDRESS: -,Jujj",ft%" L 2Y- MESSAGE NUMBER OF PAGES TO FOLLQW: DRAFT y 7_0v� �� O w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 OR•co�� AREA CODE 203 644-2511 22 June 1990 Mr. Howard Fitts, Chairman South Windsor School Building Committee 239 Oak Street South Windsor, CT 06074 Dear Sir: re: Appl. #90-24P, South Windsor High School Special Exception Article 4 .2 . 8 .b. 1 We are pleased to advise that the Planning and Zoning Commission voted on 19 June 1990 to approve the above-referenced application for a Special Exception to Article 4 .2. 8.b. 1 and site plan of development in accordance with maps prepared by Kaestle Boos Associates, drawing of key map, SD1, L1-L10 dated 3/1/90 (revised 5/1/90) with the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2 . No building permits will be issued until the final mylars and Special Exception Form have been filed in the Town Clerk's office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 .10 of the Zoning Regulations . 6 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7 . Any dumpster proposed—on.-the site must be screened. 8 . Applicant must work with the Superintendent of Parks and Grounds to address his concerns in his memo dated 5/24/90 . 9 . Driveway cuts of surrounding properties must be shown on the key map. DRAFT South Windsor High School -2- 22 June 1990 10 . The final topographic maps require an original seal and signature. - 11 Waterline which is to be relocated around the tennis courts must be shown on the plans. 12. Record map filed in the Town Clerk's Office must be at a scale of 1"=401 , and on 24" X 36" sheets. 13 . The Commission recommends the Police Department review the feasibility of relocating the utilities poles on the western side of Nevers Road for safety reasons. 14 . A waiver of 747 parking spaces has been granted and these spaces are approved to be 9' X 18, in size. 15 . The installation of a drywell (or some other drainage structure determined by the engineers) is required in the vicinity -of Verne and Naanne Hill's property to correct the existing drainage problem. Black and white transparent mylars of Sheets L1 and L2 with the above modifications, together with four blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman cc: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director_._ _, J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Sgt. Hart, South Windsor Police Department Alan Doninhirsch, Kaestle Boos Associates John Stewart, Evans & Chisholm PZC File z -90 1-� l ���►fZ j 1`� �.�--�A ���1�I rJ 74 J a,Cloolv A 0 0 w©1 Ltiy G E L PJ L r C7 O'J�-- Al,hN ��NI NH I R5c � �� �sM E cD C TS t,el 44- K"r y t ~~ �4( ce O-P S-C ?d&U&ot 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 °soR•c0 AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JUNE 23, 1990 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its June 19, 1990 meeting, the Planning and Zoning Commission voted to take the following action: 1. Approve, with modifications, Appl. #90-24P, Town of South Windsor Board of Education/South Windsor High School, Special Exception, property at Nevers Road - Ayers Road intersection, A-20 zone. 2. Approve, with modifications, Appl. #90-19P, Gerber Scientific Inc. , site plan, 425 Sullivan Avenue, I zone. 3 . Approve, with modifications, Appl. #90-20P, Oakland Centr Associates, subdivision, property southerly of Oakland Road and westerly of Felt Road, RC zone. 4. Approve, with modifications, Appl. #90-23P, Fairway Estates, 1 lot subdivision, 523 Clark Street, RR zone. 5. Approve the reduction of certain bonds . PLANNING AND ZONING COMMISSION Louise C. Evans, Chairman Bernard Hart, Secretary KAHAN, KERENSKY, CAPOSSELA, LEVINE 8 BRESLAU ATTORNEYS AT LAW 45 HARTFORD TURNPIKE Box K VERNON, CONNECTICUT O SOLOMON KERENSKY RECEIVED.EDW AUREEN A. CHMIELECKI JOSEPH P. CAPOSSELA TELEPHONE (203) 646-1974 r : _ ARD C. TAIMAN, JR. JEROME D. LEVINE TELECOPIER (203)647-8302 r W �(�f� BRUCE P. FADER WILLIAM E. BRESLAU WIC so JAY A. GABRIEL* JOEL M. FAIN SUZANNE E. CARON MICHAEL A. BARSQ t� DEAN W. HUMMEL WILLIAM J. DAKIN f Y r''' ' 'i�!NG;D� �'MICHAEL J. KOPSICK'+ v J r�GARY W. HOHENTHAL OF COUNSEL y,,.��r.t.��. COLLEEN M. MCCARTHY ROBERT F. KAHAN June 2 6, �'9'9 0'' --+•..._., ALSO MASSACHUSETTS BAR "ALSO NEW YORK BAR Ms. Marcia Banach, Town Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Vern and Naanne Hill High School Expansion Site Plan Dear Marcia: I would appreciate that you send to me a copy of the Planning and Zoning Commission' s approval letter for the high school project. I am interested in the wording of the condition related to the drywell installation near my clients ' property. Additionally, please inform me if my clients need to undertake any further steps to ensure that the drywell will be installed as part of the high school project. Thank you. Respectfully, Bruce Fader BF/sd cc: Vern and Naanne Hill r o � ce v 4 v� 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 �'►'o ,�p�`' AREA CODE 203/644-25U June 28, 1990 RE: Preconstruction Meeting - Application #90-24P South Windsor High School IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE ? Chip Martin East Hartford Welding Al Chiulli, III ADC Construction Company Al Chiulli, Jr. ADC Construction Company Jo Trenske Waterbury Concrete Fnd's Henry Borysewicz Waterbury Concrete Fnd's Jack Korowotny Waterbury Concrete Fnd's Bruce Walpole 0 & G Industries Sylvia Chisholm Evans & Chisholm Alan Daninhirsch Kaestle Boos Architects a°I-b3&1 Hal Clisby CL&P Ted Pastva CL&P Chris Wojciak Connecticut Water Company Brad Gardener 0 & G Industries Edd Wilcox 0 & G Industries Michael J. Gantick Town of South Windsor 644-2511 J rry C. Iazzetta Town of South Windsor 644-2511 John E. McCahill Town of South Windsor 644-2511 M 1 Stead Town of South Windsor 644-2511 Karl Reichle Town of South Windsor 644-2511 Marcia A. Banach Town of South Windsor 644-2511 The following is a brief summary of points discussed during the meeting. Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area .and maintained/cleaned out during construction. Call Zoning Wetlands Enforcement Officer for inspection wh n measures are in place, prior to commencement of site work. 2. All topsoil stockpil ar as to b protected (ringed with haybales or equal) . 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimiz tracking of dirt/gravel onto Ayers Road and Nevers Road. Calcium chloride or water is to be used for dust control as required. Public Works 1. Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs. Only approved plans are to be used on jobsite. 2. The Public works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist requested for the following: a) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six (6) inch lifts e) Placement of bituminous concrete, 2 inch layers 3. Certification of gravel used as subbase will be required by an approved testing company. 4. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 6 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 7. Any problems and/or questions regarding construction of this project will be directed to Edd Wilcox of O & G Industries in the field. 8. All filling to be done in accordance with Department of Transportation sp cifications. To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held bi-weekly to start and may be weekly after project is fully underway. 10. Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy and Building Permit. 11. Any proposed changes are to be presented to the Engine ring or Planning Department prior to implementation on chang sheet in triplicate. Town will attempt to turn around within 24 hours. 12. No paving after October 15 without written approval from Director of Public Works. 13. Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. 14 . Waterline conflict with tennis court must be resolved with Town Engineer prior to construction of the tennis court. 15. The catch basins and manhole top of frame elevations will be such that they will be level with the binder pavement through the winter and will be raised when finish pavement course is placed. 16. The Architect will coordinate with Mr. Karl Reichle to implement Mr. Reichle's landscape concerns into the work being done. 17 . The contractor will need to keep the streets clean by periodically sweeping. SNET/NU 1. Contact utilities for coordination of utilities connection. IWA/CC 1. Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. Plans to be submitted by Monday, July 2, 1990. 2. All soil and erosion control measures shall be installed and maintained during the duration of the project to ensur protection of the Plum Gulley Brook. Fire Marshall 1. Blasting (if required) to be coordinated with the Fire Marshal. Police Department 1. Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s) after construction emergency numbers must be provided to the Police Department. Building Department 1 . Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. 2. The Chief Building Official should be contacted to discuss inspection of underground electrical services. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. .Iazzetta, Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Hal Clisby, CUP Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning/Wetlands Enforcement Officer ,s .� s Al 8 All"JL41. ANO Coordination Meeting No. 1 South Windsor High School Additions and Renovations DATE: June 28, 1990 TIME: 9:00 A.M. PRESENT: Al Daninhirsch Kaestle-Boos Associates Sylvia Chisholm Evans and Chisholm Philip Wesler T.E.C.H. Richard Gossoo T.E.C.H. Dick Brennan Independent Testing Al Chiulli, III A.D.C. Al Chiulli, Jr. A.D.C. Joe Trenske Waterbury Concrete Foundations, Inc. Henry Borysewicz Waterbury Concrete Foundations, Inc. Bruce Walpole 0 & G Industries, Inc. Edd Wilcox 0 & G Industries, Inc. Brad Gardiner 0 & G Industries, Inc. ITEM TARGET NO. ACTION DATE ITEM 1.01 All - Mail and submittals - To be hand-delivered to site or mailed to 0 & GIs Torrington office. Edd Wilcox is at the site daily and B. Gardiner will be on site Tuesdays and Thursdays initially. The 0 & G site office is Room 100 in the High School. 1.02 A.D.C. , 7-12-90 Emergency numbers - The Town has requested that all WCF, contractors supply emergency telephone numbers and E.H. Welders backup numbers on their letterheads which will be given to the Police Department. These letters should be forwarded to 0 & G immediately. 1.03 All - Working Hours - The Town has requested that working hours be between 7:00 A.M. and 5:00 P.M. If a contractor will be working outside of these hours 0 & G .shnuld_be informed in advance so the town can be notified. t c/ dtc j ��,,,b- ,�,,,� 1.04 0&G - Tax Exempt Number - B. Walpole will attempt to obtain from the Town today. 1.05 O&G - 0 & G will initially plan on 30 people being on the site for portable toilet facilities. C&O INDUSTRIES INC.1 112 WALL ST.I P.O. BOX 807 1 TORRINGTON,CT 09790-0907 1 PHONE 1203)489-9281 South Windsor High School - Additions and Renovations Coordination Meeting No. 1 ' June 28, 1990 1.06 WCF 7-9-90 Start of formwork for the Media Center is planned to start on July 9, 1990. 1.07 All - Safety - 0 & G will be overseeing the contractors to see that OSHA safety standards are observed on this job. 1.08 ADC - Inspections - Contractors should notify Edd Wilcox WCF when items are ready for inspections. He will E.H. Welding review the work and will contact the Town or outside inspectors. He will also determine what inspections are required. 1.09 ADC - Dumpsters will not be on the site during this phase. WCF Each contractor is responsible for the collection E.H. Welding and removal of their debris to maintain safe and sanitary conditions. 1.10 O&G - Pipe Trench Inspections - A. Daninhirsch said that 0 & G should perform these inspections for the Architect since the Town will also be inspecting these installations. Fty. , 1.11 Independent Testing - P. Wesler provided an outline of special state mandated inspections for the testing contractor. Foundations and footing will be under the control of the inspecting engineer. B. Walpole said that he had received the rates for standard tests which does not include the new state mandated tests like rebar inspection. P. Wesler said that it will not be necessary for the testing agency to observe trench filling and slab on grade work is exempt from rebar inspection. Formwork for walls greater than twelve feet high must also be inspected. Test reports will be distributed to 0 & G. Kaestle-Boos, TECH, contractor, Evans & Chisholm (soils) and Owner if requested. Distribution will be printed on the reports. 1.12 - - Trees to be saved - Per Addendum No. 1, the Owner wants to save the two Memorial Maple Trees either side of the Nevers Street sign. The town is removing the sm611-Dogwood Tree and shrubs at the entrance monument. There is no spec on transplanting of trees. A. Daninhirsch suggested that if there is a location where a similar tree is called for then a "saved" tree should be put in this location as long as this is outside the area of concentrated construction. S. Chisholm will look at trees to be saved after grades are in place. 2 South Windsor High School - Additions and Renovations Coordination Meeting No. 1 June 28, 1990 1.13 A.D.C. - Transformer Move - E. Wilcox said that N.U. called today and said that the transformer would be moved as early as today or tomorrow. B. Walpole said that they wanted to be paid before the work was done. A. Chiulli said that a check had *not been issued. It looks like the transformer falls in the roadway. 1.14 A.D.C. - S.N.E.T. Pole Moves - A. Chiulli has not contacted S.N.E.T. about the pole move on Ayers Road. 1.15 A.D.C. - Schedule - A. Chiulli said that he should have his schedule outline completed today after resolving some items at this meeting. 1.16 A.D.C. - Cesspool Pumping - A. Chiulli said that he hoped to have the cesspools pumped before this weekend. 1.17 A.D.C. - Disposal Site - A. Chiulli said that some material will be going to the Hartford Landfill, some will be going to their quarry in Rocky Hill and some material will be stockpiled. An analysis of any existing material to be reused will be submitted to the Test Engineer for suitability. 1.18 A.D.C. - Call Before You Dig - A. Chiulli has submitted the numbers for both the High School and Wapping School, for record purposes. 1.19 - - A. Daninhirsch said that there had been a discussion with the Public Works Director regarding twelve inch sub-base for walks and roads. Some suitable material may already be in place or on the site and it is unknown as to how much must be brought in. Sub-base thickness will be looked at by area. If it is felt that an area requires less new material then a contractor credit will be requested. 1.20 KBA, - J. Trenske said that his surveyor, Kratchet & Jones, WCF is having difficulty with dimensions and may want a meeting to clarify prior to finishing the final plan. This drawing was requested to make sure the building is in the correct location and closes. B. Walpole said that this will not effect the Media Center start. B. Walpole said that he needs a price to complete around the rest of the building - outside corners. This will be resolved during the meeting with the surveyor. 3 b South Windsor High School - Additions and Renovations Coordination Meeting No. 1 June 28, 1990 1.21 - - S. Chisholm commented that the silt fenc is not being installed per the specs. A. Chiulli said that John McCahill, Town Wetlands Enforcement Officer, had inspected and approved the way New England Silt Fence was installing the fence. 1.22 - - P. Wesler advised that due to an existing structure with incomplete drawings, there may be some design problems. Contractors should bring any architectural or structural questions to 0 & G who will forward them for resolution. A. Daninhirsch said that he will look into reproducing a set of existing drawings for the field. 1.23 A.D.C. - Waterbury Concrete plans to start foundation work for the Media Center July 9, 1990. A.D.C. must clear trees, strip site and start trenches for this date. B. Walpole said that he had two marked sets of drawings for the new water main which he gave to A.D.C. who will be bidding the job. E. Wilcox also received a set of marked prints. 1.24 K.B.A. - B. Walpole said that it is important to get the Town approved drawings for sitework. Changes like added drywell and sewer line changes are important to job progress. S. Chisholm said that sewer line revisions do not affect manhole inverts. Sewer line work will start from Manhole No. 1 and be connected after August 15, 1990 to the street main. 1.25 A.D.C. - A.D.C. received a copy of approved items in their first submittal and asked if four foot diameter lawn drain manholes could be used in place of three foot. S. Chisholm approved as long as tops are the same. 1.25 A.D.C, O&G - Propane Gas - B. Walpole to contact gas company to disconnect, purge and reroute for kitchen. Gas to the two incinerators must also be disconnected. A. Daninhirsch said there is also a problem on how the boilers-axe to be ignited in September. B. Walpole said that the $5,000 allowance included the boiler connection. Electric boiler ignition is also being considered. 1.26 0&G - B. Walpole said that extra sets of drawings will be delivered to the site for contractor use. 4 South Windsor High School - Additions and Renovations Coordination Meeting No. 1 June 28, 1990 1.27 All - The next Coordination Meeting will be held in the High School Conference Room on Thursday, July `' 1990 at 9:00 A.M. Respectfully submitted, 0 & G INDUSTRIES, INC. M. Bradfor Gardinj Project Engineer MBG/lab Enclosures CC: Town of South Windsor (6) All Attendees J. Chipko (T.E.C.H.) C. Martin (East Hartford Welding, Inc.) Field File "Project No. 250":SCHOOL r 5 i r :; rI f�l,i 1 -?r'i,=�-"'`1r�-`a?�1 Tiir� ;'q qil 1 ?�F (1? =I-IE 3E:NG INEERING CONSULTANTS OF . 1-MRTFORD, P.C. "I W1I1CMIELD r YE)WE NUIZO(D, CT 06114-3137 TELFME ("3)296-= CLIENT: PROJECT: 469.0-(3) Kaestle Boas Associates, Inc. AL)VITLONb AND AL'VtXXX1UNS TO THE 416 Slater Road, P.O. Box 2590 SOUTH WINDSOR HIGH SCHOOL AND New Britain, CE 06050-2590 NAPPING ELEMENTARY SCHOOL Att: Mr, Alan Daninhirsch SOUTH WINDSOR, CT .KB PROJECT #88073 REPORT OF FIELD OBSERVATION Page 1 of 2 DATE: Thursday June 28, 1990 LOCATION: 9:00 - 10:15 AM and ConfnrPn;P Room 10:30 - 11:30 AM Ellington Fire Headquarters PURPOSE: PROJECT MEE71'INU ANU DISCUSSION WITH BUILDING OFFICIAL ' OTHERS PRESENT: See Construction Manager's Report DESCRIPTIONi 1. At the Project Mccting, we explained that there would be an Inspecting Engineer who would perform inspections of the structural work, including foundations and structural till. Iiic =jjc(jdci%L Materials Vesting was represer=- at the meeting Jby Mr. Dick Brennan. We gave to Mr. Gardiner two copies of ar I orm wnien emuuultats Lne Luz t.lw4 wuc k, aAtd wlatt,.lt would oisys tly Lo ylvcas LW th, John Collins, the Building Official, at a later meeting. Mr. Brennan also received a copy of thin form. 2. Regarding soil testing, for uae as structural fill, we advised that the Contractor should submit sieve analyses of the materials which he proposes, W-- his expense, and if the material passes, the Owner's Lab will pe-rf orm a Pro=;= test. 3. The distribution of all tests was agreed upon, and it will be included i:. all rcporto ioaucd. 4. Waterbury Construction's surveyor (Kratzert and Jones) appear to have a layout and survey problem In c-onnec-tion-with the extsring building. They may speak dirPr.tly to us, or have a meeting With the geveral parties involved. 5. We agreed that, it there are any ztrucLural ciuciLlutlt arising in tree fie�:-- the various contractors should convey their questions to Mr. Ed Wilcox, and 1-- will then call us di-rectly fee our responao, refcrrinq them to Mr. Chipko, ar the two of us. 6. We agreed that TECH will'writ a r port of field obs rvations, which will include decisions made, or clarifications issued, during our field visits, ac that all parties will have access to this information. We shall fax our Kept.: directly to the Architect, and to th Construction Manager (Ahr: .Arad Gavdirm. who will send his and our r ports to all parties, including th T sting Laboratory. '+ ♦r .�__ �.........A �5...� ,•.,•...►.►^n�nrn • 4 1 1 4 A fV-nr #4%04 Y .�� civu +r•. � Ui,:L n r I ci_ 110 L-_UJ-L�C-y�14 JLIn . �'j - U 14 _Cr' suppliers, and forward to 0 & G. for their review and stamping. They will then send structural information and shop drawings directly to TECH. a. We were given copies of Scherer's rebar drawing 1, which was revised from# an earlier, now void, submission. Drawing 2 was given to 0 & G by Waterbury, for procesaing. 9. We advised that, because we were working with an existing building, it is possible that incorrect assumptions have been made during the design, and th Contractors should not be hesitant to call with any questions, at any time, regarding the structural conditions encountered. 10. At the later meeting, with John Collins, we presented him with the T sting form and a copy of the SEC Commentary, and reviewed the structural drawings. It was agreed that Mr. Collins would receive, directly from Independent, copies of the testing reports. Mr. Brennan also gave to Mr. Collins a copy of the NAVLAP certification, and will send a further package of information regarding the Lab. 11. Mr. Collins said that he would like to receive a copy of the shop drawings, when they have received the seals, as required, prior to fabrication and/or erection. 12. Chief Larning said that there must be a concrete pad over the existing, fuel tank, which is to remain, since it is partially below the roadway. NOTICE: THE FOREGOING CONSTITUTES OUR UNDERSTANDING OF ITEMS DISCUSSED AND CONCLUSIONS REACHED. IF THERE ARE ANY DISCREPANCIES, KINDLY NOTIFY THE WRITER AT ONCE. cc: 0 & G (Att: THE BY: Philip Weller, P Brad Gardiner) MNGINEERING President and CONSULTANTS OF Richard R. Gossoo, P.E. 1-iARTFORD, P.C. Vice-President - Page 2 SOUTH WINDSOR HIGH SCHOOL SOUTH WINDSOR, CONNECTICUT PROJECT NO. 250 REVISION #2 PUBLIC BUILDING COMMISSION (7 MEMBERS - 4 YEAR TERMS) COUNCIL LIAISON: John Mitchell Howard E. Fitts, Chairman Robert Stingle, Vice Chairman 239 Oak Street 270 Beelzebub Road South Windsor, CT 06074 South Windsor, CT 06074 277-3658 644-1302 644-1271 Robert Hornish Alphonse (Gil) Garcia 79 Benedict Drive 49 Palmer Drive South Windsor, CT 06074 South Windsor, CT 06074 644-1414 644-0861 Michael R. Lanza Charles E. Lyons 2163 Ellington Road 89 Palmer Drive South Windsor, CT 06074 South Windsor, CT 06074 644-2892 644-1284 William Vedovato 1286 Ellington Road South Windsor, CT 06074 South Windsor High School 161 Nevers Road Principal: Gregory Plunkett South Windsor, CT 06074 Assistant Principal: Paul Bordonaro 644-1595 Fax No. 644-2645 Town Officials Director of Public Works - Michael J. Gantick Director of Planning - Marcia Banach Town Engineer - Jerry Iazzetta (644-2511) Chief Building Official - John Collins (644-2511) Zoning & Wetlands Enforcement Officer - John McCahil (644-2511) Superintendent of Streets - Mel Stead (644-2531) Superintendent of Parks & Grounds - Karl Reichle (644-2531) Town Inspector - Lester Braduct Director of Building Maintenance - Patrick T. Hankard (528-9711) Construction Manager 0 & G Industries, Inc. Brad Gardiner, Project Engineer 112 Wall Street Edd Wilcox, Superintendent Torrington, CT 06791 489-9261 Fax No. 496-4286 Project No. 250:PERM ARCHITECT: Kaestle-Boos Associates, Inc. Alan Daninhirsch 416 Slater Road Laura Piersall P.O. Box 2590 229-0361 New Britain, CT 06050-2590 Fax No. 229-5303 SITE & LANDSCAPING CONSULTANT: Evans and Chisholm Sylvia Chisholm 4 Beech Street 677-5301 Farmington, CT 06032 STRUCTURAL ENGINEERS: The Engineering Consultants Phil Wesler/John Chipko of Hartford 296-8324 941 Wethersfield Avenue Fax No. 296-9294 Hartford, CT 06114-3137 MECHANICAL ENGINEER: Hubbard, Lawless & Osborne George Baxter 110 Whitney Avenue Steve Durkee New Haven, CT 06510 787-4225 PHASE I CONTRACTORS: SITE: A.D.C. Construction Company Al Chiulli, III 45 Evans Road Al Chiulli, Jr. P.O. Box 408 529-3926 Rocky Hill, CT 06067 Fax No. 257-3876 CONCRETE: Waterbury Concrete Foundations Joe Trenske 71 New Wood Road Henry Borysewicz Watertown, CT 06795 Jack Korowotny 945-0657 Fax No. 945-0650 STRUCTURAL STEEL: East Hartford Welding, Inc. Chip Martin 55 Corneau Way 289-2323 South Windsor, CT 06074 UTILITIES: Northeast Utilities Hal -di isby P.O. Box 450 Ted Pastva Enfield, CT 06082 627-1227 Southern New England Telephone Co. Minn Le 725-4514 Connecticut Water Company Chris Wojciak 623-3354 Project No. 250:PERM EVANS • LandscapeCHISHOLM June 29, 1990 Raestle Boos Associates, Inc. Architects 416 Slater Road New Britain, CT 06051 Attn: Alan L. Daninhirsch Re: South Windsor High School South Windsor, CT Dear Alan: Reviewing the enclosed memorandum from Parks and Grounds dated May 24, 1990 for the above-mentioned project, Evans and Chisholm have the following comments (comments apply to Items by number) : 1 . We concur. The proposed 3-6 foot double gates east of the track should be changed to 2-6 foot double gates with the center gate 12 feet wide (2-6 foot leaves) . The other proposed 8 foot double gate at the track should be changed to a 10 foot double gate (2-5 foot leaves) . Also the 4 foot gate proposed for the relocated building should be a 10 foot double gate (2-5 foot leaves) . 2 . Not possible . We do not have enough- property. 3 . Backflow preventer is enclosed in a metal cabinet adjacent to the field building. Building is not yet designed. Planting is not shown and is not anticipated around this building. 4. Not complete. 5. Included in the specification. 6 . Specification item. 7. Planting and grass areas under 6 feet only occur where there were necessary space limitations. 8 . Irrigation system is non-proprietary. 9 . Not in the program. 10 . Regulation softball fields are recommended skinned. 203-677-5301 F- 4 BEECH STREET FARMINGTON.CT 06032 t Page 2 Letter to Alan L. Daninhirsch 11. Specification item. 12 . Both are provided. Only stains can be provided as direct access because of space limitations. 13 . Additional planting is not in the program at this time. We will consider these additional species when the courtyards are designed. Radiant crabapples produce a 1/2 inch fruit which stays on the trees through winter to provide food for the birds . This is not a "messy" tree. 14. Yews are hardier and these conditions call for a dense, hardy evergreen. If you have any questions or comments, please do not hesitate to call . Sincerely, Sylvia Chisholm Evans & Chisholm SC/llh R . 11�r10 NEW- 1 V JUL 7 ]990 KAESTLE BOOS $0. WMIDSOR PLANNING DEPT6 ASSOCIATES,INC. ARCHITECTS John A.Kaestle Charles W.Boos T.J.Stoutenberg Alan I.Daninhlrsch David W.King Mark J.Weisman Rita C.Hazen Bryan P.Berthold Brian W.Humes W.Albert Jacunski July 2, 1990 Ms. Marcia A. Banach Director of Planning Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Re: Additions and Alterations South Windsor High School South Windsor, CT KB #88073 Dear Ms. Banach: Enclosed is a copy of the letter from Mr. Karl Reichle, dated May 24, 1990, and a copy of the response from our Landscape Architect. Some of the items Mr. Reichle questions are still undergoing final design and we will share our solutions with him when the designs are completed. Other items are incorporated in our specifications and I trust you have a copy of these that you can share with him. If there are any matters covered in this information that you or Mr. Reichle feel we should discuss further, please let me know and we will arrange a meeting. Very truly yours, Alan Daninhirsch, AIA KAESTLE BOOS ASSOCIATES, INC. AD:rs Enclosure cc: Howard Fitts 416 Slater Road, P.O. Box 2590, New Britain,CT 06050-2590 (203)229-0361 Fax: 229-5303 • r �. Ah- 14 salvo A�y Coordination Meeting No. 2 South Windsor High School Additions and Renovations Project No. 250 DATE: July 12, 1990 TIME: 9:00 A.M. PRESENT: Laura Gilliam-Piersall Kaestle Boos Associates Andrzej Golka Kaestle Boos Associates Mark Allen Kaestle Boos Associates John Chipko T.E.C.H. Sylvia Chisholm Evans & Chisholm Paul Bordonaro Assoc. Principal - High School Jerry Iazzetta Town Engineer Michael Gantick Director of Public Works Pat Hankard Director of Bldg. Maint. - B. of E. Al Chiulli, Jr. A.D.C. Construction Co. Al Chiulli, III A.D.C. Construction Co. Joe Trenske Waterbury Concrete Foundations Chip Martin East Hartford Welding Chris wojciak Connecticut Water Co. Art O'Neill Connecticut Water Co. John Limberger John A. Limberger, Inc. Dennis Mageon John A. Limberger, Inc. Bruce Walpole 0 & G Industries, Inc. Edd Wilcox 0 & G Industries, Inc. Brad Gardiner 0 & G Industries, Inc. - - - -. - ITEM TARGET NO. ACTION DATE ITEM OLD BUSINESS 1.01 All - Mail and submittals - To be hand-delivered to site or mailed to 0 & G's Torrington office. Edd Wilcox is at the site daily and B. Gardiner will be on site Tuesdays and Thursdays initially. The 0 & G site office is the Media Room in the High School. 1.02 A.D.C. , 7-20-90 Emergency numbers - The Town has requested that all WCF, contractors supply emergency telephone numbers and E.H. Welding backup numbers on their letterheads which will be given to the Police Department (Sgt. Murphy) . These letters should be forwarded to 0 & G immediately. O&O INDUSTRIES INC.1119 WALL 8T.I P.O. BOX 807 1 TORRINGTON. CT 08780-0807 1 PHONE 12031 488-8281 South Windsor High School - Additions and Renovations Coordination Meeting No. 2 July 12, 1990 1.03 All - working Hours - The Town has requested that working hours be between 7:00 A.M. and 5:00 P.M. If a contractor will be working outside of these hours O & G should be informed in advance so the town can be notified. 1.04 O&G - Tax Exempt Number - B. Walpole supplied today. 1.05 O&G - Site Portable Toilets - E. Wilcox said two are on site. 1.06 WCF - Formwork for the Media Center was started on July 9, 1990. 1.07 All - Safety - O & G will be overseeing the contractors to see that OSHA safety standards are observed on this job. 1.08 ADC - Inspections - Contractors should notify Edd Wilcox WCF when items are ready for inspections. He will E.H. Welding review the work and will contact the Town or outside inspectors. He will also determine what inspections are required. 1.09 ADC - Dumpsters will not be on the site during this phase. WCF Each contractor is responsible for the collection E.H. Welding and removal of their debris to maintain safe and sanitary conditions. 1.10 O&G - Pipe Trench Inspections - A. Daninhirsch said that 0 & G should perform these inspections for the Architect since the Town will also be inspecting these installations. State D.O.T. Form -814 are a the standards for pipe installation. _ r 1.11 Independent _. Testing - P. Wesler provided an outline of special state mandated inspections for the testing contractor. Foundations and footing will be under the control of the inspecting engineer. B. Walpole said that he had received the rates for standard tests which does not include the new state mandated tests like rebar inspection. P. Wesler said that it will not be necessary for the testing agency to observe trench filling and slab on grade work is exempt from rebar inspection. Formwork for walls greater than twelve feet high must also be inspected. Test reports will be distributed to 0 & G. Kaestle-Boos, TECH, contractor, Evans & Chisholm (soils) and Owner if requested. Distribution will be printed on the reports. 2 South Windsor High School - Additions and Renovations Coordination Meeting No. 2 July 12, 1990 1.12 - - Trees to be saved - Per Addendum No. 1, the Owner wants to save the two Memorial Maple Trees either side of the Nevers Street sign. S. Chisholm said that the grades can be changed at this location so the trees will not need to be moved. 1.13 A.D.C. - Transformer Move - E. Wilcox said that the transformer has been removed. 1.14 A.D.C. - S.N.E.T. Pole Move - B. Walpole said that O&G will contact S.N.E.T. for quote on pole move at Ayers Road. A. Chiulli said that he has scheduled a meeting with N.U. to schedule the installation of the south pole line. 1.15 A.D.C. - Schedule - A. Chiulli provided his pencil copy for 0&G review today. 1.16 A.D.C. - Cesspool Pumping - A. Chiulli said that the cesspools would be pumped today or tomorrow. The septic system at Wapping School still must be pumped. 1.17 A.D.C. - Disposal Site - A. Chiulli said that some material will be going to the Hartford Landfill, some will be going to their quarry in Rocky Hill and some material will be stockpiled. An analysis of any existing material to be reused will be submitted to the Test Engineer for suitability. 1.18 A.D.C. - Call Before You Dig - A. Chiulli has submitted the numbers for both the High School and Wapping School, for record purposes. The--water line on Ayers Road has been located and N.U. -has--kechecked their lines. 1.19 - - A. Daninhirsch said that there bad been a-discu.ssior, with the Public Works Director regarding twelve inch sub-base for walks and roads. Some suitable material may already be in place or on the site and it is unknown as to how much must be brought in. Sub-base thickness will be looked at by area. If it is felt that an area requires less new material then a contractor credit will be requested. B. Gardiner said that the Town had provided a drawing showing the location of approximately 30 test pits below final grade. Tests should be done in cut areas and if materials meet specs, then new material will not be required in these areas. Stockpiled material can be used as base if it meets specs. 3 South Windsor High School - Additions and Renovations Coordination Meeting No. 2 July 12, 1990 A. Chiulli said that the ravine by the new student parking lot must be investigated since it appears to be filled with debris and extra excavation may be required to remove this unsuitable material. B. Walpole said that the excavation should be completed to subbase elevation and then investigate the material. Copies of all test reports should be sent to Jerry Iazzetta. 1.20 WCF - J. Trenske said that his surveyor had resolved his dimensional problems and a meeting can be set up with O&G and the Architect to review the data. B. Walpole said that he needs a price to complete around the rest of the building - outside corners. This will be resolved during the meeting with the surveyor. 1.22 KBA - L. Piersall said that she had copies of existing building drawings (Mechanical, Electrical and some Structural) for O&G's construction office use. 1.23 Town - Water Main - B. Walpole said that the water company had asked for a check for the new main. The Town has asked for formal construction documents before giving its approval. There is also a question of line ownership and easements. The Fire Marshal or Assistant Fire Chief will be responsible for document approval. The installation window for this line is very critical and it will take one to two weeks to get pipe on site after documents have been approved and payment made. Installation must take place during the first week of August (Ayers to Nevers Road) . 1.24 KBA - The approved sitework drawings have been delivered to the Town. J. Iazzetta commented that there are still some outstanding items not on these drawings. S. Chisholm said that these items will be handled by change order. 1.25 A.D.C. , O&G - Propane Gas - B. Walpole said that a meeting was set up for 10:30 today with the gas supplier to discuss emptying the tanks. Electrical Boiler Ignition - L. Piersall will check with the Mechanical Engineer to see if this can be delayed until a Mechanical/Electrical contractor is on site. Propane ignition may be possible thru October. The Mechanical Engineer will check with P. Hankard. 4 South Windsor High School - Additions and Renovations Coordination Meeting No. 2 July 12, 1990 ITEM TARGET NO. ACTION DATE ITEM NEW BUSINESS 2.01 A.D.C. - A. Chiulli asked about the disposition of tobacco barn piers that had been excavated. B. Gardiner said that 0&G will advise per a letter. There are approximately 30 additional piers in Area D which were for temporary classrooms that must be removed. 2.02 A.D.C. - A. Chiulli asked about the disposition of the relocated football field shack which may not stand a further move to its final resting place. P. Hankard will obtain a decision on moving or elimination. 2.03 T.E.C.H. - J. Chipco said that Hubbard Lawless had advised that there was a plumbing line going thru the foundations of the Media Center. A location sketch will be issued. 2.04 0&G - B. Walpole said that no concrete is to be poured without approved (stamped) rebar shop drawing. Shop drawing review needs to be expedited. 2.05 KBA - Phase I documents for sleeves and utilities under slab - L. Piersall said that KBA was working on this. 2.06 Town - P. Hankard asked about the following: a. Wapping School Septic System Outage - A. Chiulli said there will be about a week outage for sewer hookup. - - - -- b. Playground Equipment - B. Walpole said that removed equipment belongs to-the Town:- - c. Schedule for Football Fields - B. Walpole said that the existing football field will be available for Fall 1990 season, no football field for the Fall 1991 season and the new field, including the track, will be completed for the Fall 1992 season. The two fields on Ayers Road will be available until the Spring of 1992. 2.07 Town - M. Gantick asked about landscaping revisions. L. Piersall said that KBA was working to resolve these changes. The Building Committee must approve any changes and associated costs. 5 South Windsor High School - Additions and Renovations Coordination Meeting No. 2 July 12, 1990 2.08 A.D.C. - A. Chiulli advised that the Wapping School sewer work will start tomorrow. By next week two piping crews will be on sewer lines and one on storm sewer lines. P. Hankard said that the sewer work was progressing on Nevers Road which is closed. Both Ayers and Nevers cannot be closed-off at the same time. A.D.C. will divert traffic on school grounds when building the Ayers Road manhole. Sargent Hart will review the traffic problem with O&G and A.D.C. 2.09 EHW - C. Martin said that Area B steel shop drawings should be completed this week and areas C & D will be completed by the end of the month. Anchor bolts are in shipment from Georgia and should be at the site next Tuesday. Approved anchor bolt drawings have not been received. 2.10 O&G - Soil Compaction - E. Wilcox said that footing soil tests are below 95%. With moisture and further compaction, they should pass. 2.11 A.D.C. - Signs - A. Chiulli requested signs at Ayers and Nevers Roads for deliveries. O&G will investigate the Town sign requirements with M. Banick. 2.12 O&G - E. Wilcox said that existing conduits will pass thru Area B piers. T.E.C.H. is investigating this problem and J. Chipko will look today. 2.13 All - The next Coordination Meeting will be held in the 0 & G High School Office on Thursday, July 26, 1990 at 9:00 A.M. Respectfully submitted, - - - - 0 & G INDUSTRIES, INC. _- M. Bradford Ga dine Project Engineer MBG/lab Enclosures CC: All Attendees J. Iazzatta (4) G. Plunkett (SWHS) Howard E. Fitts (Chairman Public Building Commission) Field (6) File "Project No. 250":SCHOOL 6 AND RECEIVED AUG 7 1990 SO.WINDSOR PLANNING DEPT. Coordination-Meeting No. 3 South Windsor High School Additions and Renovations Project No. 250 DATE: July 26, 1990 TIME: 9:00 A.M. PRESENT: Laura Gilliam-Piersall Kaestle Boos Associates Alan Daninhirsch Kaestle Boos Associates John Chipko T.E.C.H. Sylvia Chisholm Evans & Chisholm Paul Bordonaro Assoc. Principal - High School A.B. Davies Town Inspector Fred Shaw Asst. Director of Public Works Pat Hankard Director of Bldg. Maint. - B. of E. John McCahilli, Zoning & Wetlands Enforcement Officer Al Chiulli, Jr. A.D.C. 'Construction Co. Al Chiulli, III A.D.C. Construction Co. Buster Guerriero A.D.C. Construction Co. Jack Korowotny Waterbury Concrete Foundations Chip Martin East Hartford Welding Bruce Walpole 0 & G Industries, Inc. Edd Wilcox 0 & G Industries, Inc. Brad Gardiner 0 & G Industries, Inc. ITEM TARGET NO. ACTION DATE ITEM OLD BUSINESS 1.02 O&G - , Emergency Numbers - E. Wilcox has supplied,- - - contractor emergency to the Plise _Department:(9qt. - __.___'- Murphy) . 1.03 All - Working Hours - B. Gardiner said that there had been a problem during the demolition at the Building D tie-in. Work after hours set off building alarms which required maintenance peoplt to be called back to reset alarms. Contractors must notify O&G of extende ours. 1.04 O&G - Tax Exempt Number - B. Walpole has supplied Town tax exempt letters to all three contractors. 1.07 All - Safety - 0 & G will be overseeing the contractors to see that OSHA safety standards are obs rved on this job. O&G INDUSTRIES INC.1 112 WALL ST.112.0.BOX 907 TORRINGTON,CT 08790-0907 1 PHONE[9021 469-8QB1 s ' h: 441, �.3;y��'t.Yr�',- ..,. „¢r r �•', ,.-�y;r�',. V., ;.i�5 � � 't �` ?�%-y�f�**h.�`��,`55�����y^ '„i�"�.s� gig7gg S. !� South Windsor High School - Additions and Renovations Coordination Meeting No. 3 July 26, 1990 1.08 ADC - Inspections - Contractors should notify Edd Wilcox WCF when items are ready for inspections. He will E.H. welding review the work and will contact the Town or outside inspectors. He will also determine what inspections are required. 1.09 ADC - Dumpsters will not be on the site during this phase. WCF Each contractor is responsible for the collection E.H. Welding and removal of their debris to maintain safe and sanitary conditions. 1.11 Independent Testing - B. Walpole said that time sheets should be provided for special inspections (such as rebar) since they are at a different rate. No slips have been signed to date. 1.14 ADC - S.N.E.T. Pole Moves - A. Chiulli said that he has not received the S.N.E.T. quote for the Ayers Road move. S.N.E.T. was on-site yesterday to evaluate quote for the Nevers Road entrance pole move. A. Chiulli said that a check was being processed for the N.U. work which should take place in two weeks. E. Wilcox said that S.N.E.T. had provided a price to A.D.C. to move pole 119 at Sunset Terrace intersection. A. Daninhirsch suggested that the entrance radius be staked out and S.N.E.T. be notified -to evaluate. If it's only a matter of moving the radius several feet then it can be adjusted. Beyond that, the pole must be moved or traffic department must be notified. 1.15 ADC - Schedule - B. Gardiner asked for- a-review-update of ADC's schedule (in detail) next Tuesday. 1.16 ADC - Cesspool & Septic System Pumping - A+_Chitilii - - that all tanks had been emptied and one septic.tank and 3 cesspools removed. 1.19 ADC - Subbase Material - A. Chiulli said that the Ayers Road entrance was excavated to subgrade elevation (sand) and on-site gravel will be placed for road base. Tests show this material to be suitable for this use. E. Wilcox said that test holes specified in this area d-been-dug. A. Chiulli said that excavation in the west ravine area had just started. The amount of unsuitable, debris in this area is unknown until grade is reached. 2 a..>i'gYkw-F '� f ��3 ,ka - - --,r-;.,...• - v`S , _ .. a'vk.^ , - tisd=xR° v k;�.,.,"''&rl-'4 .., �_'�.' , , r s 1 1 t South Windsor High School - Additions and Renovations Coordination Meeting No. 3 July 26, 1990 - 1.20 WCF - B. Walpole said that the survey work around the building had been completed and information given to KBA for dimensional modifications. J. Korowotny said that missing dimensions in the Area D demolition area had been given to T.E.C.H. There was a 2� to 2� inch difference. 1.23 Town - Water Main - KBA will provide plans and specifications for the watermain as part of the next bid package. Pavement repairs will be included. The main will probably be installed during a school vacation or next summer. 1.24 KBA - Sitework Drawings - S. Chisholm said that the Town requested landscape modifications were resolved and O&G should receive the information for change orders shortly. 1.25 ADC, O&G - Propane Gas - Existing tanks are to be emptied today. A. Chiulli is to provide two prices for th temporary gas main by tomorrow. O&G also has a price for the main. The boiler ignition will be tied to the temporary main until the electrical ignition system is installed. 2.01 ADC - Tobacco Barn and Temporary Classroom Piers - A. Chiulli to provide more detail on rates for trucking and disposal. 2.02 ADC - Football Shack and Playground Equipment - B. Walpole said that an •agreement had been reached to dispose of this equipment at -hauling and dump f ee--cost-s. _ -- 2.05 KBA - Phase I Sleeves & Utility Locations for Walls and Slabs - L. Piersall said that_.ire should have this information next week. 2.08 ADC - Sewer Work - Tie-in to Wapping School has been completed. ADC has four pipe crews storm and sanitary sewer piping. The Ayers access road must be completed before the Nevers Road sewer tie-in can be made. 2.09 EHW - Structural Steel - Area B shop drawings have been forwarded to TECH for approval. Area B anchor bolts have been received. Area C and D anchor bolt '�, drawings have been submitted for approval. 3 • - _' t' {'�n, z n South Windsor High School - Additions and Renovations Coordination Meeting No. 3 July 26, 1990 2.10 0&G - Soil Compaction - TECH has advised that if footings are on virgin soil, no compaction tests are required. The 1961 and 1965 site drawings were reviewed and show that all footings so far are on virgin soil. 2.11 O&G, ADC - Signs - M. Banick has advised that one four square foot sign can be posted on the site. ITEM TARGET NO. ACTION DATE ITEM NEW BUSINESS 3.01 EHW, TECH - Structural Steel Shop Drawings - C. Martin said that to meet erection schedule, the Area B drawings must be returned next week. EHW will complete the Area C & D drawings next week which must be returned by August 17, 1990. 3.02 ADC - Dust - J. McCahill expressed concerns about dust problems. Watering appears to be controlling dust in areas watered. Problem is with stockpiles and other areas of disturbance. B. Gardiner said that stockpiled sand and gravel will be used for base or pipe trench backfill with the remaining leaving the site. The topsoil pile will remain. ADC is to provide a quotation to stabilize the topsoil pile. Site watering is done two to three times per day. 3.03 ADC - A. Davies said that Ayers Road sewer tie-in should be paved. A. Chiulli said that Ayers & Neverz Roads would be paved together. _A: -Davies'*said-thaf tie -- school access road should always be open - no open holes - approximately 20 to 25_feet. 3.04 ADC - Contract Payments - A. Chiulli- asked how and when contract payments are made. B. Walpole will contact the Town Controller - George Spring. 3.05 ADC - N.I.C. Area Grades - A. Daninhirsch said that the grade at the Media Center should be left at a ---- consistent slope. Additional work in this area will be quoted later. 3.06 ADC - Sewer Lines - The High School toilets cannot'be hooked-up to the sewer system until pressure tests are completed, including Nevers Road work (Aug. 10, 1990 deadline) . All High School toilet rooms 4 ,�- " y1�`^.o+p' .7'- .. _•r_• '.r,`: #r-' r ji-.,.., x, _•Y_ _ . .�§*� a.- ,,_!�' �,��!'hH ti ,t4"4r+r�,�:-'r'`�.. :��u rxr' ., . s:_",_ �":�'"^S,i".i F "r,H.r`s','a 4 . -pi South Windsor High School - Additions and Renovations Coordination Meeting No. 3 July 26, 1990 serving the cesspools and southwest septic system are out of service. Only the northwest septic system is in service. Additional piping (from th new building tie-in point) will be required to tie into the southwest septic system. Do on a unit price basis. KBA will investigate to see if this will be a permanent or temporary tie. 3.07 ADC - Fence at Football Field - P. Hankard said that 30' perpendicular to the goal (back of end zone) must be maintained. A. Chiulli said that additional parking lot area may be paved depending on layout. A. Chiulli said that extra fence had to be removed for drainage - 0 & G to investigate. 3.08 ADC, WCF, O&G - Floor Slab at Area D Tie-In - B. Walpole said that it is intended that the existing floor slab is to be removed. If slab is cut out for foundations, then the Owner should receive some consideration. ADC, WCF and 0&G will review in field. 3.09 ADC - End of C Wing - B. Walpole said that a A" had been found in the length of the existing C Wing. Need to excavate to top of footings to determine existing conditions. 3.10 All - Bulletin Pricing - B. Walpole said that the contract documents specify the detail breakdown and backup requirements for pricing a revision. 3.11 TECH, ---- -- -- - O&G - Media Center-Drywell J.-Chipko--said that he needs ` the drywell depth and area -disturbed when well was installed. Will investigate with 0&.0 after-meetinig,.__ -_ 3.12 O&G Phones O&G will investigate installing a second . phone in their temporary office. There have also been problems with the school phone system. 3.13 All - School Occupancy Dates: a. August 28 - Telephone training in school library - 4 groups o 12 people. b. August 29 - Freshmen orientation - 285 to 300 freshmen brought in by bus. Will use auditorium and cafeteria between 10:00 A.M. and 1:00 P.M. 5 t `6-` - . -4 r .1,— .��h �':fi 1Y ','..o-'h i J�i L_hw•c+ t"+ _ r �• �.�'�.. _ t _Lk n *i�l+:-'`¢ 't~._ -.,yYr_"_ """.4'1G y f _ ^p"`_'-:•�`rw' t"p''e- ,. -,-�1n u•w•�^�es L tk,.�4,' ' I'�~ ."ch.:* ..v-4 �.. ,..+ -- -„ , South Windsor High School - Additions and Renovations Coordination Meeting No. 3 July 26, 1990 - c. September 4 - Teachers in school. d. September 5 - 1st day of classes. P. Hankard said that football practice starts August 15 (3 to 4 days per week) and entry into Wapping School together with safe access thru the new road to football field, including the end zone fence, is required. A three foot fence gate is needed for access (existing Ayers Road gate) and the field must be fenced for security. A tractor gate is also required to mow grass. An existing 10' gate could be reinstalled in the temporary fence. A gate along the parking lot side will be prohibitive due to the steep bank slope. The refreshment truck and ambulance, etc. must have access to the field during games. It appears that a wide gate at the east end of the field (near shack) will solve the parking lot, mowing and truck access. 3.14 ADC - Building Demolition - P. Hankard said that better control of terminating services to existing areas to be demolished must be observed in the future. ADC wants to start on cafeteria demolition next week. 3.15 ADC, ' 0&G - Asbestos - P. Hankard said that asbestos exists on piping and unit heater elbows in the cafeteria area to be demolished. Ceilings should be removed so extent can be verified. A. Daninhirsch said that we are at the point where we need asbestos removal contractor. The school has a consultant and a management plan. P. Hankard will supply names of removal contractors they have used. 3.16 KBA - L. Piersall asked for the following concrete dates: a. Pour Media Center Slab - Mid to end of August. b. Area B Classroom Foundation Walls - Footing to start this week with walls to follow. - 3.17 ADC, ---- KBA - F: Shaw had t a owing items: a. Town may have a disposal site for excess unsuitable soils depending on tests. b. If plates are used in roadways, then signs must be installed to notify drivers in advance. 6 _ j _ z _ _ A.' -a _ :.�a�ae+.(a's„�m x„"; _ �, _ -gl' „f.t"•. .% f - ,', a£ i a n� �'''¢"t - , -z,:.t;.. ,;<'. ��z. '`ae�r4`4kF;z„`{`: �4K ,,.%a^5;'� � �.� ',;.�r�. _'��y .�'•r "- - .zd„'"'ie. ,„ .y A•: M�;y;•eS , wr n.l r. :hruti(4y,. -%y;..,,z n.,.,jr. �"..0.'*° ^� ..�°Y�4` <..es � ,a-' .i: �J !'i'�e :`.uh''r"..a'dr Y»`l,'r1i,;.., -r."' .�r. ,��...,' ," _ `,•,,`v2r'' -.," South Windsor High School - Additions and Renovations Coordination Meeting No. 3 July 26, 1990 _ c. The Water Company wants surveys and bounds, etc. for easement plans. KBA is working to prepay the plans and specs for this work. 3.18 ADC - Perimeter Road - B. Walpole said that the perimeter road will be paved after the building is P constructed, but ADC must maintain a semblance of a roadway for emergency vehicles, including winter maintenance. 3.19 KBA - SK Drawings - KBA will put the Independent Testing on distribution for SK drawings. 3.20 All - The next Coordination Meeting will be held in the 0 & G High School Office on Thursday, August 9, 1990 at 9:00 A.M. Respectfully submitted, 0 & G INDUSTRIES, INC. 121 c M. Bradford ardin Project Engineer MBG/lab • Enclosures - (TECH Field Observation Report dated 7-26-90) CC: All Attendees J. Iazzatta (4) G. Plunkett (SWHS) Howard E. Fitts (Chairman Public Building Commission) Field (6) _ File "Project No. 250":250 7 ?i 5 -1'r_ _ .- i„` �.k' w.q,,, � Z'- _ u+ aP [�i e♦{WpYY 1�./- 'le` '� y 3 I{j IS;J�.$. �, `E LP3 l�. ,r: - .'n. _. - ,,4. ,�:.,", ,S' •� - �ryy"¢�;rt�'`�' �'`Z p: +'�'fi�:,';P'n -, `��, .�P�,� a-',. z 2y-r_g,:�a�y,33..=:';�' y.. t4`.?'_.� � •�},u`a,-. a.y, ,. _ � - � k'v9;Yw a;� e a, .%'L'�n,.�, _ .l.�= -. ?rE+Y k ..f7 ."1'mw''!'a d-�,y�,g,,. g*_r>, ._..1»,.r'a W.Y'sj��__a$� „`1�"?1�°�+2�.c:N• _ .- r' 'pF,<c"+e ,. ¢.,rratN�='¢l:. _ I` L I 'J I V I•.l.J ...J I I v L". I i I i I L i �r. D i v � � . . •..� . ���—r .J J.1 �.I f � J 1—* ..v J— ENGINEERING CONSULTANTS OF HARTFORD, P.C. 441 VEM191M AVOU HAt?", C? 06114-3137 MIEPHM (203)2%-TEGI CLIENTS PROJECT: 469.0-(3) Kaestle Boos Associates, Inc. ADDITIONS AND ALTERATIONS TO THE 416 Slater Road, P.O. Box 2590 SOUTH WINDSOR HIGH SCHOOL AND New Britain, CT 06050-2590 TRAPPING ELEMENTARY SCHOOL Att: Alan Daninhirsch SOUTH WINDSOR, CT KB PROJECT #88073 REPORT OF FIELD OBSERVATION Page 1 of l DATE: Thursday JULY 26, 1990 LOCATION: 9:00 - 11:30 AM Conference Room, South Windsor H.S. PURPOSE: PROJECT MEETING OTHERS PRESEx1Ts See Construction Manager's Report DESCRIPTION: 1. At the time of my visit, Waterbury Concrete was preparing reinforcing for the interior column piers in the Media Center where the conduit passed through. the piers. Formwork was in place at these locations also. Footings for the several of the columns in area "B" were previously poured. 2. Reinforcing shop drawings for area "D" were transmitted at the meeting t4 Q & G. Mr. Chip Martin of East Hartford Welding requested that the steel shop drawings for area "B" be returned next week to keep their schedule on time. I told him they will be ready sometime next week:. 3. Mr. Wilcox and I checked the dry well in area "B". A portion of the well is in conflict with the wall footings. I instructed Mr. Wilcox to remove the wel L and all non-virgin material and replace it with structural backfill. Mr. Wild requested using processed stone to fill the excavation and I asked him to subm= the type and size stone he intends to use. 4. I told Mr. Wilcox that the top of buttress elevation for column B13 :oust - remain at -1'-4" below top. of a shown on our drawings. NOTICE: THE FOREGOING CONSTITUTES OUR UNDERSTANDING OF ITEMS DISCUSSED AND CONCLUSIONS REACHED. IF THERE ARE ANY DISCREPANCIES, KINDLY NOTIFY THE WRITER_ AT ONCE. .cc: 0 & G (Att: TiE BYi John M. Chipko, P. Brad Gardiner) ENGINEERING CONSULTANTS OF 12,141 HARTFOKD, P.C. ,•,. ,r _.. ,. .,. •,err,. ,ov +`^n`.-" r .,,M.L -^i' :4a`'y5'` x!;� ;aS`9 , _ ,r^,^,tc:,f"��t °sdu'`:.'+�+j` '1", - ` fy: 'ti,PFsP'�'�':v .r'.";':x`d. s - * _ ONN. 06074 1540 SULLIVAN.AV SOUTH WINDSOR, C W-1 ENbE • AREA CODE 203/644-25U' August, 9,r, 1990 k Industries,G W­ stries' Inc. `,1 i�i 112. Wall,. Street"., -Box p 0_ ,,0'% 0 41 0902 ,t Torrington,,�` CT, Attention: Brad Gardiner D ar Mr. Gardiner: South Windsor High School Additions and Renovations At the August 91 1990 Coordination Meeting you briefly discussed item 3.02., Dust. you indicated that A.D.C. Construction Company is still ., " reviewing options for stabilizing the I stockpiles. Dust*c6ntrol and the stabilization of the stockpiles, has been a concern for a few weeks now. In my conversation with James A. Lombardi, chairman of Inland Wetlands Agency/Conservation Commission today.." he was very concerned and indicated that a deadline must be stated and adhered to. ' By August 20, 1990 the stockpiles are to be stabilized or he has indicated that a special meeting will be called to discuss the possibility Of revoking the permit for this site. Thank you for your attention to this matter.' Very truly yours., hn E.E mccahillf Zoning/Wetlan Enforcement officer '. JEM/pmm cc: Bruce Walpole, 0 & G Industries, Inc. Michael J. Gantick, Director of Public Works Jerry C. Iazzettar Town Engineer Marcia A. Banach, Director of Planning Al Chiulli, A.D.C. Construction Inc. It wm s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 O�� AREA CODE 203 644-2511 ,�OSOR•C May 21, 1991 Howard E. Fitts 239 Oak Street South Windsor, CT 06074 Dear Hap: Re-- Applicaam #90-24P - South Wu dwr Blah School At the May 20, 1991 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one year extension of Application #90-24P with all original and standard conditions. The three areas of concern must be stabilized by June 15, 1991 . Application #90-24P becomes effective May 21, 1991 and expires on May 21, 1992. Ve tru y yours, , ( j / Phyllis Mann, Recording Secretary Inland Wetlands Agency/ Conservation Commission cc: Marcia A. Banach, Director of Planning Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure y <o'r" aE' a & . �� 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 l�osoR.coN`� AREA CODE 203/644-2511 September 3, 1991 M. Bradford Gardiner 0&G Industries Inc. P.O. Box 706 South Windsor, Ct. 06074 Dear Mr. Gardiner Please be advised that beneficial occupancy is hereby granted for the Expansion and Alterations to the Kitchen, Servery, and Cafeteria Areas at 161 Nevers Road (South Windsor High School) , altered under Building Permit #18981, as provided by Connecticut General Statute 29-252-119 .5 . The permanent Certificate of Occupancy will be issued upon submission and approval of an "as-built" site plan, and completion of the entire project. Please be advised that any changes in the building which constitutes a violation of the conditions of the permit will result in revocation of this approval. Sin el John R. Collins, Chief Building Official cc: Marcia Banach, Director of Planning Jerry Iazetta, Town Engineer O � C V 9 v 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �NORCO*1� AREA CODE 203/644-2511 February 17 , 1992 M. Bradford Gardiner 0&G Industries Inc. P.O. Box 706 South Windsor, Ct. 06074 Dear Mr. Gardiner Please be advised that beneficial occupancy is hereby granted for the Additions and Alterations to 161 Nevers Road (South Windsor High School; Phase II ) , altered under Building Permit #19641, as provided by Connecticut General Statute 29-252-119 .5 . The permanent Certificate of Occupancy will be issued upon submission and approval of an "as-built" site plan, and completion of the entire project. Please be advised that any changes in the building which constitutes a violation of the conditions of the permit will result in revocation of this approval. Sing John R. Collins, Chief Building Official cc: Marcia Banach, Director of Planning Jerry Iazetta, Town Engineer TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON La�_tra Gi € ir�5<''-I''IR?rSl Phone No. Address Kaestl- r'oos Associat s, Inc., 416 Slat:�r Pd., ! ew :Irit.viin, -.T QW050- Site Name Scisath Windsor 4i(ih School P&Z No. 190 -,'�� Owner Mr. Howard Fitts or Phone No. '������:r�: -��i�TO Contractor ADC Constructior Conpany Signature of Owner ' '11, � t _ __r Date: Signature of Design Engr./Arc hi tact �� ':, . Date: ,,,,, CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) ,ive fe.,o s o closer �o � rlci n� -* anti to mho drives Reason for Change: (Why is change required) drool ;-i� J rte-n,,ince d apartment of cAs � wid,->r a rpa f;)r acci-si5 Z f'mr- rf i s t anr,: ,.ti�,r•king 13)t will j3e -,iai:itained as shown cm tfi,'� �pnclosec- a1.l APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant _ I ,-4/r I N/F I NA MATCH LINE-C See Dwg. L-2 .�'1�� C�T� C Z�3') r � taw U-�i�•-a uN� 2 2 N 2 -- A — , ce F - - - - -- ---- 4 -- - - 1ot.1s _ . or IV" _. ---- ----_.- ---^---- - - CL InAL - i , n °0 Q --- ' ---- --- - -- Q - - - - O u _o - ----�- --- log + f T ti TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Laura Si 11 iam-Piersal 1 phone No. 229-0361 Address Kaestle Roos Associates, Inc., 416 Slater Rd., New Britain. CT 06050-2590 Site Name South Windsor High School P&Z No. 90-24 Owner Mr.. Toward Fi tts ?�,�-C-1 Phone No. ?77-3658 �TTS Contractor ADC Construction CompanY Signature of Owner `* _ .- Date Signature of Design Engr./Architect r'Ts s CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) -Eliminate berm shorn in front of parking lot area Reason for Change: (Why is change required) ita.ego areahi+�h Sri i i be di ic�ui tc� now and �,_11 substa L4 �.O'fer4-nt f" , tl;�- radc-ts �ghich exist there now- APPROVALS: (As Required) Dir. Of Planning rt Date: t. Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant INV C.B. # ,10 , , ►'� .,G �o ��� ��ti C.B. # 13 1 ,� ° San �v,= 1'13 y S_0.4 b 1�' K.P. .�,� •', 1!.�v.= 7�. i5-N I 24" C:PP fir, C.B. #14 • C.B. # I PIT a`' YA C.B. # z1 t�Z / -�,�- 1�l ZS 1� jr �S"C IRV.- 7�. � 1-I✓ 24' CPP 1 1g L -3. %6 am maw VA - - am ow MEW LARED END FLARED END _ 5=5.25% r / � .o - SECT. # 3 _ - - - AV- t 61A. t _ �tY.;11�-C? - - INS/. = 167- 174 RAP,,` _ __-= -- - - ---- --- - - RIPRAP - -1NGE -_. __ - - - - - - -- -- PLUNGE POOL - amomm000no --- -. • - _- ., ...�-;fir... • i� -GULL} ', I uG F- - _ _ --- - - -- - - - -- do - - - ------ ----- ` I - / - ! Soo �� -- --- -- -16�'-- ------- - - ---- - -- - --- - • ravow - • y / (.J7 Sou� o C V 4 w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 l�psoR•co�'� AREA CODE 203/644-2511 April 21, 1992 Ms. Marcia A. Bana ck Director of Planning RECEIVED Town Hall 1540 Sullivan Ave. APR 21 1992 South Windsor, CT 06074 S0. YYlR Dear Marcia: Attached are two forms and associated plans for changes proposed on the site of the current High School Project. I believe the architect has spoken to you about both of these, but this paper work is confirmation of that discussion and shows our desire to make some minor adjustments in the site activities. The first involves eliminating a berm in front of the parking lot at the front of the school. Not only will this save the Town some mon y, but it is a more practical change in that it will eliminate som difficulties in mowing the area while not making any basic change to the condition that has existed there for the past thirty y ars. The second is a request to permit moving the fence at the north nd of the football field a little further to the north so that the school Maintenance Department can have better access to the fi ld area for the various activities which they must carry out. Again, this does not appear to seriously modify anything that has been planned, but will assist the activities of Town personnel. If there are questions about either of these items or if some meetings are necessary, please contact either me or Laura Gilliam-Piersall so that we can move ahead on this item. Very truly yours, Howard E. Fitts, Chairman Public Building Commission HEF:jph Attachment C � G v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR-Co�'�v AREA CODE 203/644-2511 May 12, 1992 Mr. Howard E. Fitts 239 Oak Street South Windsor, CT 06074 Dear Mr. Fitts: Re: Application #90-24P, South Windsor High School At the May 11, 1992 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #90-24P with all original and standard conditions. Application #90-24P expires on May 21, 1995. V truly yours, tiizl th A. Warren Chairman - Inland Wetlands Agency/ Conservation Commission EAW/pmm cc: Director of Planning Planning & Zoning Commission Town Engineer / �t ti C � .d V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 r~osoR•co`� AREA CODE 203/644-2511 October 29 , 1992 M. Bradford Gardiner 0&G Industries Inc. P.O. Box 706 South Windsor, Ct. 06074 Dear Mr. Gardiner Please be advised that beneficial occupancy is hereby granted for the New Lobby Area at 161 Nevers Road (South Windsor High School) , erected under Building Permit #19641, as provided by Connecticut General Statute 29-252-119 .5. This occupancy is for one day only; November 3, 1992, for use as a Town polling facility. Please be advised that all exit and emergency lights are to be operational, and all exit doors to the exterior are to be open. Sincerel . John R. Collins, Chief Building Official cc: Marcia Banach, Director of Planning Jerry Iazetta, Town Engineer William Lanning, Fire Marshal i PROJECT NAME/LOCATION � APPLICATION # DATE G NOTE TO THE FILE: ,L Re: al L) Signature TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: ' CHANGE ORDER CONTACT PERSON Mit"ACL-t- CTANYICIC Phone No. (PVq-*ZT11 Address 1.54fO SMA-44 VA 0 !SVC. Site Name 604414 VVIA10504 P&Z No. Owner -to%v v or saouA w i mKoje Age Phone No.-&Y444'111 ,Gpntractor L4TC, rLoLif CtI15 0 #0 Signature of Owner , ow - Date: a6z—,w! �--A Signature of Design Engr. ZI/ Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Nd CUI A;'I Af loe-*lCoO ad avid A I A"usic Wimi eo si 4t v o( Savt," M�4:rStA001 Reason for Change: (Why is change required) rt4.y 4�- rl,�l 4v HV OJA Jf6*&l 'are, APPROVALS: (As ReLired) Dir. Of Planning 0...... Date: Town Engineer 7 Date: ell y Dir. of Public Works Date: YZ- Other:- Date: STAFF COMMENTS: White - Town Engineer Yellow Applicant Pink - Director of Planning Goldenrod Engineering Department G N� O _ �--� CO NN �-2 O"1 N AY R ROAD 4f-72— *-168 131 3,# i 52�� l 84 63 ^h o � 1 ` N F ti 145 f—68 —lr2 --- �F �37 p 7 , c 7 0—* 61—� /'� 4J ANNEX 2 z W a w ��► � z N i HIGH > a HOOL ti o Z L / J '� M M 171 --� 1 IL'f a7 M � N � w r-4 —N N 4 ss EXHIBIT 2 1' s � aao , ti �o EXISTING R �394 m 1989 A.M. PEAK HOUR KONG ? SAKI �595 - ao �' �► D HILL ROAD �172 atom SOUTH WINDSOR SCHOOL FACILITY 200 SOUTH WINDSOR CONNECTICUT Q. �s, 79---► O N _�0 C OD ti AY R ROAD 414 loo �'36 84 �-120 4 I 120—�105y 1 1 52_�t 148 Qv~ '� ---► 96 a N � — M — 26 R�119 / 19 ♦---138 �—86 �-2330 0 � � Q o 122 84—� w ANNEX g z ss o (b W ti 1 Q � �o a� HIGH N a' HOOL co O ~ co r N M 227_�77� r 150 ►h rn N U� W W (J1 W W N M N 4 EXHIBIT 3 �O � • N oao A,s EXISTING 164 M N 1989 P. M. PEAK HOUR S9 2 4—256 . ND HILL ROAD 84 205 �--12 ' I� SOUTH WINDSOR SCHOOL FACILITY 188 137-,& SOUTH WINDSOR, CONNECTICUT � co N _ AY ER ROAD 95 *-96 v T9`r 3� r 7 8—bo 58 M N Q co 1 r M � t7�,s ti QD N 6 / 2 *--139 f-62 ♦�03 ___ 7 , o 46— 10,37—6, W ANNEX ,► 2 / z O ° W �o W W 2 o HIGH co N40L NOD t� O z ' O � tiN M N 1 r T N O � O � 610 EXHIBIT 4 - 1989 BACKGROUND 9 Boa 4 A.M. PEAK HOUR G � �--347 o N �o 19� S77 *-524 - to W/0 SCHOOL TRAFFIC � AND Hill ROAD �34 4 �, ry 4-40' SOUTH WINDSOR SCHOOL FACILITY 24 103—► SOUTH W N • �, 7s� 131—� I DSOR, CONNETCICUT 0 � �_ AY R ROAD ��--84 f---84 r 109—*106 3 y 8 —� loe-♦ 70 0 QD o � N C9 QD v (DD (D 1��89 �--108 41 f'—56 *-68 --- st F�i� 19 #-15 0 o 30 % ANNEX 116—�78—� w 8 i � �O ��h w t00%00 ti ti a � w ��1 W 2 HIGH so HOOL ti to " 2 " O (O N " M r wW r w� N Cn co N m waft EXHIBIT 5 " 1989 BACKGROUND ROPE �-118 P. M. PEAK HOUR W/O SCHOOL TRAFFIC SAND 4�184 cD 9 ND HILL ROAD 61 183 �• a°' �122�` OUTH WI N DSOR SCHOOL FAC ILIT 174—► SOUTH WINDSOR Q� 137 , CONNECTICUT s�o 0 -- � o o o AY ROAD j q� /0 o ° — h dop 10% +-15/o 0% lt1*25% - r o � � � r ELEMEIVTARY o 20%---*20%—lo SCHOOL o\° o\0 W h HIGH SCHOOL ` 0 Ile..l q--55% oNe 00 r t EXHIBIT 6 o\0 No so 1 SITE- GENERATED TRAFFIC DISTRIBUTIONS-ARRIVALS ° SANp H1LL ROA t---250 / �— SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSOR, CONNECTICUT �sIL —� i HIGH SCHOOL xxxxxxxxxxxxxxxxx EXHIBIT 8 x�xxxxxxxxx�xxxxx�xx lSUMMARY OF TRIP GENERATION CALCULATIONS l SOURCE: TRIP GENERATION REPORT, INSTITUTE OF TRANSPORTATION ENGINEERS, 1987 I LAND USE: HIGH SCHOOL--CODE S 530 IPROJECT: SOUTH WINDSOR SCHOOL FACILITY ---------------------------------------- EXISTING HIGH SCHOOL (1989) ---------------------------------------- NUMBER OF STUDENTS 1064 ( ------------ TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND I AVERAGE T : 1/((0.42/(X) + 0.00021)) 1504 752 752 I WEEKDAY 50 % INBOUND 9 50 % OUTBOUND �J PEAK HOUR T : 0.396 (X) 421 274 147 1 TO 9 AM 65% INBOUND & 35% OUTBOUND PEAK HOUR T : 0.041 (X) 44 16 2 4 TO 6 PM 37% INBOUND d 63% OUTBOUND AM PEAK HOUR T : i/((3.50/(X) — 0.00016)) 304 231 13 OF GENERATOR 75% INBOUND 1 24% OUTBOUND I PM PEAK HOUR T :1/((1.46/(k) + 0.0024 265 141 125 )) OF GENERATOR 53% INBOUND a 47% OUTBOUND IAVERAGE T : 0.112 (X) 821 411 411 SATURDAY 50% INBOUND 6 50% OUTBOUND I SATURDAY T : 0.153 (X) 163 122 41 PEAK HOUR 75% INBOUND 1 25% OUTBOUND OF GENERATOR AVERAGE T : 0.234 (X) 249 124 124 SUNDAY 50% INBOUND 6 50% OUTBOUND ISUNDAY T : 0.022 (X) 23 1 16 PEAK HOUR 32% INBOUND 1 68% OUTBOUND OF GENERATOR I I FICF I HIGH SCHOOL # xxxxxx# I EXHIBIT i SUMMARY OF TRIP GENERATION CALCULATIONS ISOURCE: TRIP GENERATION REPORT, INSTITUTE OF TRANSPORTATION ENGINEERS, 1987 LAND USE: HIGH SCHOOL--CODE $ 530 IPROJECT: SOUTH WINDSOR SCHOOL FACILITY ---------------------------------------- PROPOSED HIGH SCHOOL (1995) ---------------------------------------- NUMBER OF STUDENTS 1524 ------------ TOTAL ITIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE T : 1/((0.42/(X) + 0.00027)) 1833 916 916 WEEKDAY 50 % INBOUND * 50 % OUTBOUND PEAK HOUR T : 0.396 (X) 604 392 211 7 TO 9 AN 65% INBOUND 1 35% OUTBOUND PEAK HOUR T : 0.041 (X) 62 23 3 4 TO 6 PH 37% INBOUND a 63% OUTBOUND AM PEAK HOUR T : 1/((3.50/(X) - 0.00016)) 435 331 105 OF GENERATOR 76% INBOUND a 24% OUTBOUND IPM PEAK HOUR T :1/((1.46/(X) + 0.0024)) 298 158 140 OF GENERATOR 53% INBOUND 1 47% OUTBOUND IAVERAGE T : 0.772 (X) 1177 588 588 SATURDAY 50% INBOUND 6 50% OUTBOUND ISATURDAY T : 0.153 (X) 233 175 58 PEAK HOUR 75% INBOUND 6 25% OUTBOUND OF GENERATOR IAVERAGE T : 0.234 (X) 351 118 118 SUNDAY 50% INBOUND 6 50% OUTBOUND lSUNDAY T : 0.022 (X) 34 11 23 PEAK HOUR 32% INBOUND 6 68% OUTBOUND OF GENERATOR l l FTrF I I ELEMENTARY SCHOOL xxxtxxxx##x EXHIBIT O I SUMMARY OF TRIP GENERATION CALCULATIONS ISOURCE: TRIP GENERATION REPORT, INSTITUTE OF TRANSPORTATION ENGINEERS, 1987 LAND USE: ELEMENTARY SCHOOL--CODE # 520 ` PROJECT: SOUTH WINDSOR SCHOOL FACILITY ---------------------------------------- FUTURE ELEMENTARY SCHOOL (1996) I ---------------------------------------- NUMBER OF STUDENTS 460 ------------ TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE T : 1/((1.11/(X) - 0.00002)) 434 217 217 WEEKDAY 50 % INBOUND * 50 % OUTBOUND PEAK HOUR T : 0.12 (X) + 90.0 145 81 58 1 TO 9 AM 60% INBOUND * 40% OUTBOUND _ 1 PEAK HOUR T : 0.015 (X) 1 3 4 4 TO 6 PM 40% INBOUND t 60% OUTBOUND 1 AM PEAK HOUR T : 1/(3.31JX) + 0.0012 136 89 48 OF GENERATOR 65% INBOUND * 35% OUTBOUND IPM PEAK HOUR T : 1/((4.38/(X) + 0.0009)) 96 40 56 OF GENERATOR 42% INBOUND * 58% OUTBOUND IAVERAGE NO ITE -- -- SATURDAY DATA AVAILABLE I SATURDAY NO ITE -- -- PEAK HOUR DATA AVAILABLE OF GENERATOR IAVERAGE NO ITE -- -- SUNDAY DATA AVAILABLE ISUNDAY NO ITE -- -- PEAK HOUR DATA AVAILABLE OF GENERATOR I I FTr.F p � O O N -� � AYErRS ROAD � *1115 *-40 ♦_ d- 40 80 120 4- —*Z00� � 2 0 —� 3 0_� 40 r*4,5 i� Q `� � r` 2 15 0 _ _ cv t7 Q r lr M o 10 k 70 � 4—15 0 / R�6 4--60 —60 *—g0 --- FO 15 p ELEMEH14RY a o 160--►160—lio _ � SCHOOL z a > � h � a W o � a W � 2 HIGH SCHOOL z jJ Sul) 1 � *-440 6 5 15� �, r ,L 150 o 0 0 �- r 0 00 x I . s E HI6 T It to QPp °" a p0 SITE-GENERATED �15 A.M. PEAKVOLUMES aoN FO W-75 4--90 „ E A HOUR SAND HILL ROAD �200 4- SOUTH WINDSOR SCHOOL FACILITY Q� ItI 240--r240 7 SOUTH WI N D SOR CONNECTICUT o _� 5� AYERS ROAD f 425 4----136 V-11 i I 23 *-34 6 7--* 56 65_r � � fl,75---* 50N N F o 2 cn Q � _ � r lr FS #­25 �C�100 * -100 1 4---100+-15 '-- 0 AS -25 0 ELEMENTARY 45 45--* _ SCHOOL z W \ 1 Q � i N HIGH SCHOOL co M � z N j _to =N 1 � to N 4' 124 • N 275 25� r 250 M - N -'� N O 0 EXHIBIT 12 \ - N SITE-GENERATED 'go 4 ONG �--25 125 ��150 1 a� P. M.. PEAK HOUR VOLUMES S�S — r SAND HILL ROAD 56 C�l 6 SOUTH WINDSOR SCHOOL FACILITY 68-► 68-�' SOUTH WI N D SOR CONNECTICUT Q• s,� �+ 12 5—� , M ASAY R R �--122 f--123�-123 ~ M ROAD +--123 41 101� 00—* i r*jOO 26 --► Q , 74V,N M a r l lr 70 a)zk �8 \_ IC�149 �--178 f—79 +_I32 --- i S 29 #�--45 Q 9 ELEMENTARY W SCHOOL 59—► 47—* L z tK � �o tia ` > y a � � W 1p c` Z HIGH SCHOOL O ,.1 N t0 � Z cV w O N M o � T r r CD - c oQ '� EXHIBIT 13 A In /y N 1996 BACKGROUND 444 4 A. M. PEAK HOUR oti oNG �226 �_s7o �' W/0 SCHOOL TRAFFIC �S SAND HI #44 HILL ROAD ��6 '-532 SOUTH WINDSOR SCHOOL FACILITY 167 SOUTH WINDSOR, CONNECTICUT Q.� C'0 --� Up, O � M 4,0 M AY ER ROAD q--108 F-108 f-108 " N i— �108 140—♦ 4molp "a � 139_i i 136 �-► 4 9-� 139 = i 90—i CA QD � N w 114 � 138 /� �--72 �._ � 4 113 2 f-19 0 O� ELEMENTgRY 14 8--► 100—* w SCHOOL OOL z coa�ti w s 1� � a c* \ � 1 W s� �,� W z HIGH N SCHOOL a M Q ti> N —i cND LA N (D N d- N N W � � N 4 0 EXHIBIT 14 / M 1996 BACKGROUND PD Igo '� �151 P. M. PEAK HOUR SA BONG * i� 4—8 5 4�2 36 ~ CD W/O SCHOOL TRAFFIC SAND HILL ROADt,78 4�15 �4 ��. 6 SOUTH WINDSOR SCHOOL FACILITY CV ��- r 222� 4 SOUTH WI N D SOR� C ONNECTICUT G M� O 10 ti °� ti f-163 — AY ER ROAD � �1 97 f�38 4 ��4 0 80 3 341 4 �297—► ~ �j56401 M4_ 0 5� tu(*200 co N M 89� m vclj fn r M l lr O di F ~a) F� c0 23 / p9 R�2 29 4--238 f--139 �2 � 9� �60 Q 9 ELEMENTARY w SCHOOL 0 z > H �� 190 N / HIGH SCHOOL ^� N to Z OQ 0> L� � J �N 40 w100 4-440 �ct d'M 165� 15�I_ r 150 o - -4 � r N•A d. / Iq oQ EXHIBIT 15 OMBI NEp 1996 ao 1 " -459 co C •a A. M . PEAK HOUR 5�lko G :j—301 4,760 a v SAND HILL ROAD � 2447� '-5 SOUTH WINDS OR SCHOOL FACILITY r 371—,270,# 242 SOUTH W1 N D SOR, CONNECTICUT o AY ER ROAD QD 14L 233 f--244 f--119 a 1I 23 4-142 41 1 , - 207—*19244 64 II 40 56 99� 2 Q j N N m N 115 cv,� a r � lr 4 - +-46 l 24 �--238 *-472 4263 --- �o #-4 4 �o � ELEMEN 38 TARY l 93—*145---* ? SCHOOL z t a ca 4: 1 41 `°` 4, �� z HIGH cv SCHOOL rn N Z _ � a 1 N > N j 'i � co t0 co O N 1 rn co (D *-124 1 �1 N 1 275,& 25, r 2 M M ~ O t MM r c0 � V Al � O EXHIBIT 16 i611 o N Als� COMBINED 1996 Boa �4 ' G \A, �17s N o P. M. PEAK HOUR W-210 4-386 N N ,� r AND HILL ROAD 134 290 64� SOUTH WINDSOR SCHOOL FACILITY 290—* SOUTH WINDSOR CONNECTICUT ,�s4--r � — d AYERS ROAD � �► *-197�-�238 f-16 3 4 80 f�43 0 r / 341—►297--► loo i 40 200 S 14 56—� �' —� 8 9 N = 1 � m M Q7 d M car:CD I r M 10 a) O N l ` 0) vt�209 -238 4--139 4.222 --- 1 I- `•► `92 29 9 ELEMEIVTgRY 21 w 9 SCHOOL OOL H W W N HIGH SCH00L coo N Z d 00 J a. N O � N 1n cn 4-440 * I 165.E 15� 150,1 o r o �! �' REJ�Sf.'D'ro T.N�tu?1� b�lh►ER 0AAFIC PErk T aV leftEXHIBIT 15-R � . � � COMBINED 1996 RapO �� co 301 800i6 cy N A. M . PEAK HOUR W--301 5�R o- - 3 +-244 SANG HILL ROAD SOUTH WINDSOR SCHOOL FACILITY SOUTH WINDSOR, CONNECTICUT et—► Zs -� 11 a _ 0 M � �4 p AYER ROAD ;4 �I 23 64-� i I I 1*56 ! r 14- 99_� r /� / Q N N 0) cu � I IS � ti _ r _ l 1 0 to to ti �, of 61� % �214 46 -- �--238 ,l f-4 72- 24 ��� • ELEM o 3 ENTARY � 19 145-� /� ? SCHOOL I 0 z `Oa a� , > co a � W a � No z � HIGH SCHOOL j Z a > 1 I c N • � � � �'"-124 275�, 25� r 25 J 1 T 1 Tom, . r 0 9 N EXHIBIT 16 -R � COMBINED 1996 0 G lo�17s 1 o P. M. PEAK HOUR '(RON F N ,51 r � SAND HILL/ ROAD �134� I- �290 y � SOUTH WINDSOR SCHOOL FACILITY �� r tee—,► 3B4 SOUTH WINDSOR, CONNECTICUT �i►