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HomeMy WebLinkAbout199 Rye Street (2)a TOWN OF SOUTH WINDSOR , CONNECTICUT PLANNING AND ZONING COMMISSION r4 j6J Co APPLICATION FORM SOA.CO Application Date Re ived .• 2-1 -3- Acti Public .Hearing by: Re ' pt No. : MAYq 2, a v 1 dsorSouthWn APPLICANT: Culbro Land Resources, Inc.Zoning pmm ssioe 8 Griffin Road Northpig ADDRESS :Windsor Connecticut 06095 TELEPHONE: 688-7501 OWNER OF RECORD ON LAND RECORDS :See Attached Sheet ADDRESS: COMPLETE LOCATION OF PROPERTY:199 Rye Street and Map 64, Parcel 3 ZONE: I NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BEDIRECTED: Dr. Anthony Giorgio c/o Culbro Land Resources, Inc. 8 Griffin Road North Windsor, Connecticut 06095 TELEPHONE: 688-7501 THIS APPLICATION IS FOR: (Check one of the following) 1 . Zone Change to Public Hearing required) . XXX 2. Subdivision , 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. Special Exception to Article Public Hearing Required) . 6. Site Plan of Development. 7. Earth Filling [Section 101 and/or Earth Removal [Section 9 ]Public Hearing Required) . 8. G neral Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE "SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED INTRIPLICATEWITHALLMAPSANDDOCUMENTSR D gN ATTACH D C ECKLI3T. J I P,Sdu/J o OwnC Applicant Own Aki11a and associates CIVIL ENGINEER • 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 (203) 688-2413 R4 . 1 Mav 18 , 1989 MAC 19a9 South Windsor P anning & Zoning Commission Town Planning and Zoning Commission Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Re: Cul-de-sac length Culbro/Shepard Business Center Dear Commissioners : I hereby request , on behalf of my client , a variance of the 600 foot limit on cul-de-sacs for the referenced project to permit a 1000 foot long cul-de-sac to be known as International Way. We are requesting this waiver because of unusual and adverse topographic and site configurations that make reasonable development of this parcel impossible without this waiver . Thank you for your consideration of this matter. Inc ely . Ed Lally . P.E. , L . . CC . Dr. Tony Giorqio Mr. Michael Gantick, P.E. Owners of Record on Land Records: Culbro Corporation 8 Griffin Road North Windsor, Connecticut 06095 688-7501 Connecticut National Bank, Trustee J.E. Shepard P.O. Box 415 East Windsor Rill, Connecticut 06028 289-6414 CHECKLIST REQUIRED INFORMATION a ' SUBDIVISIONS & RESUBDIVISIONS 1989 outh Windsor This checklist must be signed by plan preparer (PAVQX-J)& (k*jp[kaE }, ssigqthatall - required information -is provided . Items 1-5 are require for all applications ; Items 6-9 required where appropriate . Check mark for each item supplied . xx 1 . On each sheet for plans or maps , title block with the following information : xx a . Name and address of subdivider. xx b . Name and address of Land Surveyor or Professional Engineer . xx C . Name of subdivision. xx d . Date when drawings were made . xx North arrows xx 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 subdivision and will include: xx a . Layout of streets with names xx b . Layout of lots and lot numbers xx C . Open space land xx d . Arrows indicating general direction of drainage xx e. Lines indicating sanitary sewer system flow xx f . Total acreage of subdivision xx g . Total number of lots xx h . Names of surrounding property-owners , and properties within 500 feet of the site xx 3 . Plot Plan : A layout map of the proposed subdivision drawn to a scale of 1 inch equals 40 feet on either of the following size sheets - ( 1 ) 25" X 37" with a 3/4" ruled margin ; ( 2) 15" X 24" with a 1/2" ruled margin - containing the following data: C I t _ J U L)G Cj llJ xx a . Distance and bearings of all boundary lines . xx b . Lot layout numbers , square footage of all - lots , and all lot dimensions . Iron pins to be shown at all lot angle points . Lots should not be fragmented onto separate sheets except where size is prohibitive . xx C . Proposed streets and street lines with center line stations , and curve data . xx d . Building lines in accordance with zoning regulations . xx _ e. Easements , noting grantors , grantees , and purpose . xx f . Proposed names of street . xx g . Names of abutting property-owners. xx h. 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 subdivision 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 . xx i. All open space reserved for parks, playgrounds , or other common or public uses shall be indicated . xx j . A-2 Certification ; 'P . E. /L. S . Seal . xx k. Traffic control signs and pavement markings required by Traffic Authority . xx 4 . Topographic Map : A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 25 inches by 37 inches including ruled margins and shall , in addition to the requirements of the plot plans , show the following : xx a. All existing and proposed buildings . xx b . Curb lines and pavement width , sidewalks. xx C. Existing and proposed sanitary and storm sewers , if any. xx d . Existing and proposed water and gas main systems . xx. e. Present wooded areas indicated by a "foliage line" . Any individual trees to be saved should be shown. xx f . Existing and proposed contours shall be shown at not less than two-foot intervals ; but in cases of relatively level land , the contours shall be one-foot intervals . 1 J J l v u '.+ • i 1 J xx g . Proposed storm drainage system showing all catch basins , endwalls , manholes , lengths , and sizes of pipes . (Minimum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches . ) n/a h. Connections of all springs into proposed storm drainage system as needed . X_ i . Location and indications of existing brook channels , and 100 year flood limits . xx j . A-2 Certification; P . E. /L. S . Seal xx k. Regulated wetlands and 100-year flood plain or note that site contains none. xx 5 . Drainage calculations - per attached guidelines. xx 6. 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 25 inches by 37 inches including ruled margins and containing the following : xx a. Layout of streets in sections coordinated by stations with the profile . xx b . Street plan showing roadways , drainage and partial lot lines. xx C. Sight line at street intersections . xx d . Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information . xx 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 . xx f. Typical/critical cross-sections where grading is outside street right-of-way or is at street right-of-way . xx g . Where any storm drainage line discharges into an existing brook , sufficient profile of this brook will be shown to determine conditions . xx h. Metropolitan District Commission datum shall be used on all subdivisions accessible to controls. The Town Engineer shall , based on standard engineering practices , determine the accessibility of these controls . xx i . Profiles shall show all sanitary sewer lines and manholes , including elevations , sizes , lengths , and slopes of pipes . Top of foundation elevations for houses shall be shown . xx 7 . Traffic Report n/a 8. Open Space Site Improvement Plans : For subdivisions which require 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 20 feet . n/a 9. 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 - noting type of house , number of bedrooms per unit , etc . e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions , materials to be used , and general layout pattern to be used , etc . f . Special precautions that may be necessary t'o provide proper functioning of the proposed disposal systems. g. Map of general area with locations of all tests shown on proposed lot layouts. h. Flood heights of any nearby streams, brooks , or rivers . i. Test results and engineering evaluation per Section 3. 2 .a(6) . All information required above is included in this application at the tim submis on. A AP'I air 22 . n PLAN EPARER (P . E. L. S . DATE November, 1987 gssOCIATES LIEVUEE °3 OF L MUSE DUTQIL 111 Prospect Hill Road WINDSOR, CONNECTICUT 06095 203) 688-2413 ATTENTION RE TO N1 s,PY •` th W incisor WE ARE SENDING YOU Attached El Under separate cover4iV o sO)11 the following items: PlannM9 117 Shop drawings Prints Plans Samples Specifications Copy of letter Change order COPIES DATE NO.DESCRIPTION f A) Aem_4Le&-aC,,1 i THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit copies for approval FF r your use ElApproved as noted ElSubmit copies for distribution As requested Returned for corrections ElReturn corrected prints For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS 4 lam <LeH i& 0X_/ CAU, Aqt r S s a1'1 COPY TO SIGNED: PRODUCT240-2 a Inc,Grolon,Mau 01471 If enclosures are not as noted, kindly n tify us at nce. BARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET P O BOX 661 BRANFORD,CT 06405 TELEPHONE (203)481-4208 September 27 , 1988 Mr. William Stoeckert Executive Director State Traffic Commission Department of Transportation 24 Wolcott Hill Road - Drawer A Wethersfield, Connecticut 06109 Re: Rye Street Business Park STC #132-8801-02 Dear Mr. Stoeckert : In response to your letter of June 28, 1988, addressed to Dr. Giorgio of Culbro Land Resources, we are pleased to submit information for the 200 ,000 square foot initial phase of the Rye Street Business Park in South Windsor. As was stated in our original submission of January 15, 1988, the Rye Street Business Park will be a joint development of Culbro Land Resources and the J. E. Shepard Company. We are enclosing eight copies of the following items: o A narrative entitled, "Project Description and Traffic Analysis, Rye Street Business Park - Phase I" , which includes a series of tables, maps, diagrams, and capacity analyses dealing with the Phase I development o A roadway plan of Rye Street showing site access o A roadway widening plan for the intersection of Route 194 and Rye Street o Site Development Plan, Culbro/Shepard Parcel , by Ed Lally and Associates, showing the Phase I development . Mr. William Stoeckert 2 The local Planning & Zoning Commission application process for the Phase I development has been started, and it is anticipated that approvals will be received within about 60 days . Please contact us regarding any questions or comments pertaining to this supplementary submission. Yours very truly , BARKAN & MESS ASSOCIATES, Inc. Benedict G. Barkan President BGB:mlf Enclosures CC: P. Anthony Giorgio J. E. Shepard III F. A. Hesketh & Associates f cam` STATE OF CONNECTICUT 4-'•" y 1 C wr+w.wfr.1 T..•+•a TRAFFIC COMMISSION c«*.,--,-..r ..,.- Department of Transportation 24 Wolcott Hip Road a P.Q. Drawer A Wtthetsfs1d. Connecticut 06109 Date September 27 , 1988 APPLICATION FOR CERTIFICATE In accordance with Section 14--311 of the General Statute" of Connecticut, as revised,, and State Tzaific C xamission regulations, a COrtiticate is hereby requested for: SKMO of YaCilit7: RYE STREET BUSINESS PARK - PHASE I Location: Rye Street Town a d p er: South Windsor: C6nnec icu Square Feet of Gross Floor Area: 200,000 Number of parkins Spaces: Start of Construction (Date Opening Date: Owner's Name: Culbro Land Resources/J.E. Shepard Company Owner's Address: c o Dr. P.A. Giorgio, Culbro Land Resources Inc . Town, State h Zip um er Eight Griffin Road North Windsor, Connecticut 06095 Authorized Representative, to be contacted during review of applicitioa.' NAAe: 1)Barkan & Mess Associates, Inc . and (2)* see below Address: 1052 Main Street - P.O. Box Town, State & Zip Number: of Conn cticut 06405 Phone: (203) 481-4208 Znclosed us eight (a) sets of the proposed development showingthelntozmation 'required. (see attached) SITE PLAN REQUIRR ENTS checklist to be included with a plication . 2) P. Anthony Giorgio, Ph.D. Senor Vice President Culbro Land Resources, Inc . 8 Grittin Road North Windsor, CT 06095 Tel . (203) 688-7501 Owner,s gnat V&e PROJECT DESCRIPTION AND TRAFFIC ANALYSIS RYE STREET BU:S INESS PARK - PHASE I South Windsor, Connecticut The proposed Phase I of the Rye Street Business Park in South Windsor will contain approximately 200 , 000 square feet of floor space when fury developed . The site is located on the northwest side of Rye Street about one half mile from Route 194 (Sullivan Avenue) . The site location is shown on Figure 1 . Site Environs The 104 acre site was formerly used as a tobacco farm. The surrounding area is sparsely developed. The only sig- nificant nonresidential use in the vicinity is the South Windsor Metallurgical , Inc. plant on the south side of Rye Street near Troy Road. The principal access route, in addition to Rye Street. itself , will be Route 194 from Route 5 to the west and Route 194 from Routes 30 and 74 to the southeast. Route 194 is a two-lane highway, with a pavement width of approximately 30 feet, on a 64-foot wide right-of-way. haute 194 provides two westbound approach lanes at the Route 5 intersection. It is essentially straight and level in the site area, that is , between Route 5 on the west and Troy Road on the east . There are a number of commercial as well as residential driveways along this roadway segment . The posted speed limit on Route 194 is 40 miles per hour. Route 5 is a four-lane. divided highway on a 150-f of-t wide right-of-way, from East. Hartford through South Windsor to a point about 1 , 000 feet north of the Route 194 inter- section. All major intersections along this segment have left-turn storage lanes . The intersection of Route 5 and Route 194 is controlled by a fully actuated multiphase controller installed a few years ago. Rye Street is a Town road which links Route 194 with residential subdivisions to the northeast (near the South Windsor-East Windsor line) . It continues north to the Scantic section of East Windsor. It has a two-lane pavement, approximately 24 feet wide, in a 50-foot wide right-of-way, and is posted for 35 miles per hour. Rye Street is straight and level near Route 194 and along most of the site frontage . However, there are significant horizontal and vertical curves near where Rye Street crosses a creek and gully near its intersection with Troy Road. Rye Street at Route 194 is controlled by a Stop sign. 2 Tray Road is a relatively minor north-south collector road which links Rye Street on the north with Route 194 on the south. Trey Road has a traveled way approximately 20-24 feet wide . There is a grade crossing with a lightly used ra0_1 !in(-- about one quarter mile- south of Rye Street . Tray Road is controlled by Stop signs at both Rye Street and Route 194 . Traffic Volumes Traffic volume data for Route 194 (Sullivan Avenue , Rye Street, and other roadways were compiled from automatic traffic recorder counts made by the Connecticut Department of Transportation (ConnDOT) for 1983 and 1987 . These were supplemented by recent peak period manual turning movement counts performed by Barkan & Mess Associates . Table 1 summarizes the various daily and peak hourly traffic count data . Peak period turning movement counts specifically for this study were made at four locations between 7 : 00 and 9: 00 A.M. and between 4 : 00 and 6 : 00 P. M. These points are Route 5-Route 194 , Route 194-Rye Street, Rye Street-Troy Road, and Route 194-Troy Road . The morning and afternoon peak one-hour traffic flow at these intersections is shown diagrammatically in Figures 2 , 3, 4, and 5, respectively. 3 The largest traffic volumes occur on Route 5 north of Route 194 , with only slightly lower volumes to the south. The peak one-hour volumes here are approximately 2 , 000 and 1 , 80C vehicles , respectively, during cloth peak hours . The volumes on Route 5 are highly directional , predominantly southbound in the morning, and predominantly northbound in the afternoon . Route 194 carries about 1 , 200-1 , 400 vehicles during: peak hours west of Rye Street and 900-1 , 100 east of Rye Street and at, Troy Road. The peak traffic on R(Dute 194 is highly directional , predominantly westbound in the morning and eastbound in the afternoon. Rye Street carries about 400-500 vehicles in each of the two daily peak hours . Southwestbound traffic predominates in the morning, northeastbound traffic in the afternoon. Much less peak hour traffic is carried by Troy Road, with 90-150 vehicles at Rye Street and 190-240 at Route 194 . Proposed Development The site contains 104 acres , of which approximately 75 acres are developable. A preliminary site development plan, prepared by Ed Lally and Associates for Culbro Land Resources , indicates that Phase I is proposed to contain approximately 200 , 000 square feet. The proposed usage of the development is primarily light manufacturing, with some office use , similar in nature to many of the industrial parks 4 in the general area, including: much of the development along Route 194 . The total Phase 1 development, will require approximately 42t, parkin: spaces . in Phase 1, there will be four parcels , designed for r -i ldi ngs >f 50 . 00C) square feeti each. Two private roads , approximately 30C1-400 feet long, are proposed to enter the site from Rye Street for vehicle access to the develop- ment, parcels . The roads are: identified as "North Drive" and South Drive" for the purpose of this analysis . These two roadways will have a 30-foot wide traveled way on a 50-foot right-of-way. They are designed to be capable of being extended to form a loop road system for access to the remaining parcels in future development phases . The intersections of the two access roads at Rye Street will be designed to Town road standards . Each road will intersect Rye Street at a 90-degree angle and they will have 50-foot curb radii permitting easy maneuvering of commercial vehicles . A Stop sign will be installed on each road at Rye Street. Clear sight lines in both directions , in excess of 600 feet, will be available from both access roads . Anticipated Site Traffic On a typical weekday, Phase 1 of the business park, is expected to generate about 1 , 600 vehicle trips during a 24- hour period. There would be 210 trips during the morning peak hour and 190 during the afternoon peak hour. Inbound u trips would predominate during the morning peak, while outbound trips would be preponderant in the afternoon. The site traffic volume estimates are given in Table 2 . Tree de-vel ,Dpers have estimated that Phase I would be fully built and occupied by late 1990 . The trip generation estimates are based on average trip rates as given in the 1987 edition of TRIP GENERATION, published by the Institute of Transportation Engineers . The 'land use category used is Industrial Park, Land Use Code 130 . This land use reflects a mixture of manufacturing , service, and warehousing, typical of parks such as is being proposed in this case. Site Traffic Distribution A site traffic distribution pattern was determined on the basis of familiarity with the area road system and with the patterns of residential development in the surrounding: towns . The expected site traffic distribution is shown in Figure 6 . Half of the site traffic is anticipated to arrive via Rye Street and Route 194 (Sullivan Avenue) from Route 5. This traffic, in turn, will split evenly between Route 5 north and Route 5 south. Troy Road from Route 194 , and Rye Street from Route 194 (east) will carry 10 percent and 35 percent, respectively. The remaining five percent will use Rye Street from the northeast.. 6 Comhined Traffic Demand To determine the combined traffic demands to be accommodated, the following steps were undertaken: first, the 1987 traffic volumes were increased by approximately 20 percent to reflect, growth to the design year of 1990 of the existing: traffic volumes . Twenty percent was selected based on review of the growth in ATh counts in the proposed development corridor between 1983 and 1987 . To these volumes was added the anticipated additional traffic which could be anticipated from several other developments proposed in the area. These included traffic from Buckland Hills , the Town Shopping Center, and the John Fitch Industrial Center. The most current information available on each of these developments was assembled and utilized in determining the potential traffic into the primary study corridor. These volumes were added to the expanded ( 1990 ) base counts to determine the background traffic at key intersections in the design year, 1990 . These background traffic volumes are shown diagram- matically in Figures 7 and 8 for the morning and afternoon peak hours , respectively. The site traffic demands are shown in Figures 9 and 10 . The 1990 combined traffic volumes are illustrated in Figures 11 and 12 . 7 Rr_,adwav Improvements Significant roadway improvements are proposed at the Route 194-Rye Street intersection in which the developer is willing to equitably participate. These are shown on the plan entitled "Roadway Widening, Route 194 and Rye Street' . It. is proposed that Route 194 be widened to four lanes through the intersection, that Rye Street be slightly realigned and widened to provide a two-lane approach to the T" intersection, and that the intersection be signalized . The signal warrant is based on an 8-hour minimum vehicular volume warrant as contained in the Manual on Uniform Traffic Control Devices . The calculations are shown in Figure 13 . It is assumed that the cost of this intersef-- tion improvement will be equitably shared by the developers of the John Fitch Industrial Center now under construction to the west of the Rye Street Business Park and 'any other development before the Commission which impacts the intersection. Analysis and Discussion Capacity analyses were made for four intersections as follows : o Route 5 and Route 194 o Route 194 and Rye Street o Rye Street and Troy Road n Route 194 and Troy Road. 8 In each case, the morning and afternoon peak hour volumes were analyzed separately . In addition, except as noted, the background and the combined traffic volumes were tested separately. The one e.xceptir-)n is 7.he ttioute- 3 94-Rve Street intersection which is proposed t(:, be substantially . The analyses for the Route 5-Route 194 intersection are shown in Figures 14 through 17 . The Route 194-Rye Street intersection, as improved, is analyzed in Figures 18 and 19 . The Rye atreet-Troy Road analyses are given in Figures 20 throuP.,h 23 . The analyses .for the Route 194-Troy Road intersection are giver. in Figures 24 to 27 . 9 tic a Q w EAST W I NDSOR SITE 041 d drM r I • • SOUTH WINDSOR Rf ofl 2 Scale (Miles) SITE LOCATION Proposed Business Park South Windsor, Connecticut BARKAN 8k MESS ASSOCIATES, Inc.Figure 1 Table 1 TRAFFIC VOLUMES South Windsor, Connecticut 1987 Barkan & Mess CONNECTICUT DOT ATR COUNTS Manual Counts Average Daily Traffic A.M. Peak Hour P.M. Peak Hour A.M. P.M. LOCATION 1983 1987 1983 1987 1983 1987 Peak Hour Peak Hour Route 5 North of Route 194 169500 229900 19722 2 ,099 11574 29296 2 ,006 19944 South of Route 194 14 ,600 199600 19527 1 ,821 1 ,460 11922 1 ,830 19724 Route 194 East of Route 5 11 ,600 159300 19094 11185 17107 12366 1 ,243 11347 West of Rye Street N/A N/A N/A N/A N/A N/A 19292 19387 East of Rye Street 99500 12 ,400 825 19069 868 19104 958 1 ,066 West of Troy Road 109800 131500 962 11074 17070 11346 858 1 ,025 East of Troy Road N/A N/A N/A N/A N/A N/A 866 11129 Rye Street Northeast of Route 194 N/A N/A N/A N/A N/A N/A 384 385 Southwest of Troy Rd. N/A N/A N/A N/A N/A N/A 378 454 j Northeast of Troy Rd. N/A N/A N/A N/A N/A N/A 425 569 i Troy Road Southeast of Rye St . N/A N/A N/A N/A N/A N/A 81 155 North of Route 194 N/A N/A N/A N/A N/A N/A 186 242 N/A - Not Available N 0 H 4T nlkjSullivanAvenueSullivan Avenue y q3 Non 3 3 BV7 2 18 8 7 Sip Route 194) y Route 194) Ln D Ln 4J a) i o x 0 0 a 7:00-8 :00 A.M. 4 :30-5 :30 P .M. August 13, 1987 August 12, 1987 EXISTING TRAFFIC Route 5 at Sullivan Avenue (Route 194) South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 2 i yel o00V ej el Get l Z 2 63 Sullivan Avenue (Route 194)Sullivan Avenue (Route 194) 7 :00-8 :00 A.M. 4 :30-5:30 p,M, April 24, 1987 April 23, 1987 EXISTING TRAFFIC Sullivan Avenue at Rye Street South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 3 i I chi h Troy Road Troy Road IF IF a a v 1 M M 1rI 7 :00-8 :00 A.M. 4 :30-5:30 P .M. August 13 , 1987 August 12 , 1987 EXISTING TRAFFIC Rye Street at Troy, Road South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 4 i i rci 0 0 rr N nI n H is 575 le 440123 Sso 3 A4 Sullivan Avenue (Route 194) Sullivan Avenue (Route 194) 7 :00-8 :00 A.M. 4:30-5 :30 P.M. April 24, 1987 April 23, 1987 EXISTING TRAFFIC Sullivan Avenue at Troy Road South Windsor, Connecticut Figure 5 BARKAN & MESS ASSOCIATES, Inc. Table 2 ANTICIPATED SITE TRAFFIC - 1990 Rye Street Business Park South Windsor, Connecticut TIME PERIOD NUMBER OF VEHICLE TRIPS ail Q1Lt Total All Day 800 800 1 ,600 Morning Peak Hour 170 40 210 Afternoon Peak Hour 40 150 190 Note: Assumes 200,000 square feet of industrial park usage. Vehicle trip estimates are based on the average trip rates as given in Trip Generation, Fourth Edition, Institute of Transportation Engineers, 1987 . 4 m N 4w Not to scale Cl) 10$ ySITE o a N '— 2 5%q CJ 3 5`Xo 10% 25% E-- Rte. 194 L E--- 35% i 50% —,4 Sullivan Ave. J 3 5% --. N SITE TRAFFIC DISTRIBUTION Rye Street Business Park - Phase I South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 6 i i to m N Not to scalecc2O CQ 20 r SITE a Cj co m `n +565r-I 50 rn 00 7 5 30L _ 460 785 755Rte. 194 E 10 120 — Sullivan Ave. 20 20—30, `O 0 co 42 5 — 330 — 5 M N 1990 BACKGROUND TRAFFIC VOLUMES Morning Peak Hour Rye Street Business Park - Phase I South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 7 00 to m N Not to scale 1 0 D s or N SITE a M N coo - 420 j LO co ti n 0030 70 130L195 580LRte. 194 E— 540 65 370 -9/ 70 _Sullivan Ave. 70—ivp Ln Lo o 915 955 5 00 0 1990 BACKGROUND TRAFFIC VOLUMES Afternoon Peak Hour Rye Street Business Park - Phase I South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 8 i ti o ai UD Not to scale C6 1s ti r SITE a 0 a 10 0 0 LO 4--- Nil 60 15 10 E-- 0 Rte. 194 E-- 60 0 85 — . Sullivan Ave. 0 N i 0 0 0 0 15 — r 0_ SITE TRAFFIC Morning Peak Hour Rye Street Business Park - Phase I South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 9 ti O tO a N Not to scaleccO C6 s SITE y a C;, 0 40 Nil 15 5 L 35 0 Rte. 194 15 0 20 Sullivan Ave.0 Nil 0 50 — 0 0 0 0 SITE TRAFFIC Afternoon Peak Hour Rye Street Business Park - Phase I South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc. Figure 10 i N to aw Not to scale 2cc0 CD Illy SITE a m M . 575 0 CID oyo 0 0 50 rn rn 135 45 470L785LE.— 815Rte. 194 10 205 Sullivan Ave. 20 20-0, 0 425 345 —i 5 M N 1990 COMBINED TRAFFIC VOLUMES Morning Peak Hour Rye Street Business Park - Phase I South Windsor, Connecticut Figure 11 BARKAN & MESS ASSOCIATES, Inc. 0 Loa Not to scalecc Cq 10 o r SITE a 0 0. cam. LO 0 0 -- 460 q, N30y 85 135 230 j f — 580 Rte. 194 E-- 555 65 _. 390 70—*Sullivan Ave. 70 0 ,n O 915 11 005-0. w t- 5 00 LO 1990 COMBINED TRAFFIC VOLUMES Afternoon Peak Hour Rye Street Business Park - Phase I South Windsor, Connecticut BARKAN & MESS ASSOCIATES, Inc.Figure 12 SIGNAL WARRANT WORKSHEET SULLIVAN AVENUE 1987 COUNTS RYE STREET 1987 COUNTS HOUR ARTERY SIDE STREET NB/EB SB/WB TOTAL(1) TOTAL LARGER TOTAL _ WARRANT NB/EB SB/WB OF TWO WARRANT 6 - 7 A.M. 974 1 .3 240(3) 3 .2 7 - 8 A.M.19218 1 .6 293(2) 3 .9 8 - 9 A.M. 899 1 .2 196(2) 2 .6 12- 1 P.M. 935 1 .2 120 3 1 .6 2 - 3 P.M. 958 1 .3 100(3) 1 . 3 3 - 4 P.M.11175 1 .6 90(3) 1 .2 4 - 5 P.M.19404 1 .9 80(2) 1 . 1 5 - 6 P.M.19332 1 .8 81(2) 1 . 1 i Artery: Number of Lanes 1 Warrant 750 vehicles/hour S Lde Street: Number of Lanes 1 Warrant ?5 vehicles/hour FIGURE 13 1) Provided by Connecticut Department of Transportation 2) Counted by Barkan & Mess Associates Inc. 3) Estimated based on other counts I N -H PROGRAM VETS I DN DATE 4--,q-1988 198 HCM - CHAPTER 9: SIGNALIZED - OPERATIONAL. ANALYSIS iIS Rte 5/1Sul 1 i van Ave - S. Windsor 199t) Background All - 4 Phases time: t_)S: 4.,: O ) LH;ST DATA SET NAMES LOADED OR SAVED VOLUME=SUL5AMB GEOMETRICS=LUL5-EX SIGNAL=SULLAMB LOCATED IN CDD:n VOLUME_iME GE METR I CS V0L.LiME5 C F LANES LANE WIDTH CROSS DIR LT TH RT LT TH RT LT TH RT WALK E, 1 c_) -.0 5 7) 1 t) 0. C_) 12. W r 4 6 c_j )k_) 565 t) 1 1 C). c_) 1_. c=) 1). c_)80 NB A T6_) '? j. c_)14. _) 1 . t_) t_D. c:,gCi E,r 3 5 C) 1 19 5 6 c_) 122. _) 12,. c_) 0. i)Ecc=, TRAFFIC Y, ROADWAY CONDITIONS ADj PARk:: PEDESTRIANS ARR DIR GRADE %HV Y/N MOVES BUSES PHF CROSS BUT MIN TIME TYPE ED C). i;% 2. 0% N C)C)Gc_)c=)i) n 7,.C) WB 0. c_)% 2.C)% N C)c_, . 9C)6 0 n 7. 0 NB 0. i 7. t. 0." N c_)c:) . yc_)c_)C) N q. r D i).c_)% 2. 0% N C)C)qc)t:)N 2 9. PHASINGS k EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND GREEN •Y+R PRE/ACT 1 t r p J. t r p 1 t r p 1 t r p 1 0 5 A 16. 0 C A ti 70. c_) 7 A 4 45.0 A CYCLE= 121 . 0 VOLUME ADJUSTMENT WOR}-.::SHEET PART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR RTFR EB 10 20 5 .900 11 2. 6 WD 460 50 565 . 900 511 56 628 NB 5 360 235 . 900 6 400 261 SB 350 1 195 6C) . 900 389 1328 67 R._ PART 2 (LANE GROUP ADJUSTMENTS) DIR LN GROUP FLOW N LU v PIt Prt EEC LT-TH-RT 39 1 1 . 00 39 0. 29 0. 14 K WB LT-TH 567 1 1 .C)C) 567 0. 90 0.00 WB RT 628 1 1 . C)c_) 628 0. C)C) 1 . C)i) l NB LT 6 1 1 . C)C)6 1 . C)c_) 0.00 NB TH-RT 661 2 1 . 05 694 0.. OC-) c_). 3 9 SB LT 389 1 1 . Cu_) 389 1. 00 C).c_)i) SB TH-RT 1394 2 1. 05 1464 0. C)c_) C).05 X PART ? (OPPOSING VOLUME ADJUSTMENTS) LEFT TURN OPPOSING APPROACH BEING OPPOSED VOLUMES X OPPOSING LEFT TURN LANES OPPOSING LT TH RT LT TH FT LT TH FT VOLUME EASTBOUND 511 56 628 1 C)c) 1 C)C)0 C) 1 1 56 WESTBOUND 11 22 6 10 ) 100 100 C) 1 C) 28 NORTHBOUND 399 1328 67 0 a c_) 1 2 C) C) SOUTHBOUND 6 400 261 100 C) 20 1 2 C) 52 L F=;THRr2 T I N FLOW AD i;=.TMENT WOR}:::SHEET DIR L_14 GRI UP I DEAL N Fwi d Fhv For Fpar k:: Fbus Farea Frt FI t s EB LT-TH-RT 1 Gc:,i) 1 1 . c:)c:0 c:). 990 1 . 0()() 1 . C)C,)C) 1 . c_)C)c:y 1 .c_)(7)(7) C,. Ba 1 Q. 951 1493 WEB L T-TH 190C) 1 1 . i)(7)0 0. 9 9C) 1 . C)C)0 1 . i)0C) 1 . 0000 1 . (-)c:u:) 1 . 4:)C)C) 0..979 1496 WD RT 18C)c:, 1 C). 9T_, C). 99t) 1 . C)t)c:) I , c:)c:)i) 1 . iy:yc"a 1 . c:yirc> .8 5() 1 . tyiy0 1414 ND L.T I C-(0k-) 1 1 . 067 ). 49Qc:) 1 . c:y(:)i) 1 .0C-)() 1 . i)()C) 1 . C)C)i) 1 .C)(--)C) 0. 950 1 Eti)6 ND TH-RT 1 BOC) 1 . C)'-)(-) (:). 99(:) 1 . 1. . k:)C) ) 1 , )C) ) 1 .000 0. 941 1. ()(7)C) 335-7 SE LT I t=t0 0 1 1 . )i)t) 0. 99c_) 1 . i)i)c:) 1 . c:)0C) 1 C)i)c:) 1 . C)i) 1 . C)C)i C, 95t:) 1 6CP- S-1; TH-RT 1 aC-)t) 2 1 . 00 C-) i). 990 1 . C)(--)C, 1 .000 1 .C)()(-) 1 . 000 D.99= 1 . C)0 C) 357319 5_;UF'PL.E r•1ENTAL WORk'.5HEET FOR LEFT-TURN ADJUSTMENT FACTOR FLT 11' P'iaT VAR I.ADL.E;G DIR C G N Va Vm Vl t F'1 t No Vo F'1 to EEC 1..:1. 45 i 39 28 11 c:). 2 3, 1 56 0.9i) WD 1-1 4 1 567 685 511 0. 9(') 1 20 0.. 29 CALC.ULAT I ON S DIR Goo Yo GLI Fs F'1 Gq Ft Gf E1 Fm Fl t EB 14c:)C c:).C)4c:) 41 . 871 0. 840 c:y. 286 . 1.9 ().714 2. 046 1 . ?9 0. 951 C. 951 iNr 12 5; 0 C-)2, 43 -,G? i 859 i) 9c:)- 1 71 i c_r48 18t I . ?1 t. 8'i c=. ES?9L . Ltd • i L L_ . CAF'A:I TY ANALYSIS WORK: SHEET D I R LN GROUP'v s v/s O/C c v/c CRITICAL ED LT-TH-RT 39 1493 0. 0.7 c:). 37 555 C). 07 WD LT-TH 5r,7 1496 0.7 556 1 . 02 WD RT 62:,G 1414 0. 44 0. 65 9.t:*!:: 0. 66 ND !_T 6 1806 C). C) ) i). )7 1 19 0. 05 ND TH-R T 694 'C c:r. t 1 0. 25 83 1 Cj. G at SB LT 89 16'a3 (). 23. c:y. 24 406 0. 96 SD TH-RT 1464 353.9 0. 41 0. 42 1492 C).98 CYCLE=1 2Z 1 . t) L.OST=i%. c: SUM V/S CR I T= O. B' TOTAL V/C= 0. 95 LEVEL. OF SERVICE WORT:•:SHEET D I R LN GROUP' v/c o/C C di c d2 FF Delay LOS Avg O 95`i. Q EEC LT-TH--RT 0. 07 0. 37 121 . 0 18. 62 555 0.00 0.85 15.83 C 0. 8 WD LT-TH 1 . i 2 i). ?7 1 1 . i 29. 20 556 34. 1 0. 85 5 . 9c_ E 14. 5 WB RT 0. 68 0. 65 1-,1 .0 9. 96 9x-':3 1 .43 0.85 9.69 B 7.3 NEB LT 0. 05 0. 07 121 . 0 40. 22 119 0.00 1 .00 40. zT E 0. 2 NB TH-RT 0. 8 7 0.25 121 . 0 32. BO 8*:1 5. 19 0. 85 32.29 D 16.7 SP LT 0. 96 0. 24 121 . 0 34. 51 406 24.98 1 .00 59. 48 E 11 . 4 SB TH-RT u. 98 0. 4242 121 .0 26. 25 1492 14. 2 0.85 34. 48 D 27. 1 DIR Delay LOS EEC 15.83 C WB 30. 66 D ND 32. 35rC2. -r_5 D SE{ 39. 73 D INTERSECTION DELAY = 35. 26 INTERSECTION LOS=D THE CYCLE LENGTH WITHIN THE BOUNDS OF 121 TO 121 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 121 .0 SECONDS FOR A V/C RATIO OF . 95 THE CYCLE SHOULD BE 120. 1 SECONDS for chosen cycle length 121 . 0 suggested timing phase 1 is 12. 3 secs green , 5.0 secsow + red clear Suggested timing phase 2 is 12. 0 secs green, 5. 0 secs yellow + red clear suggested timing phase 3 is 26.4 secs green, 7.0 secs yellow + red clear suggested timing phase 4 is 48.3 secs green, 5.0 secs yellow + red clear INCH PROGRAM VERSION DATE 4- 9-1988 1985 HCM - CHAPTER 9: SIGNALIZED - OPERATIONAL ANALYSIS US Rte 5/SUl 1 i van Ave - S. Windsor 1990 Combined AM - 4 Phases da a: 0q-2?-1 98B t i me:08: ' : 13 LAST DATA SET NAMES LOADED OR SAVED VOLUME= i L5AMC GEOMETR I CS=S UL5-E X SIGNAL.=SUL5AMC LOCATED IN CBD: n VOLUME GEOMETR I CS VOLUMES OF LANES LANE WIDTH CROSS DIP LT TH RT LT TH RT LT TH RT WALK EF3 1 20 5 6 1 t) 0.(7) 1-'. C) C.Cy 4C) WB 476 50 575 C) 1 1 C}. (:) 12. 0 10. C Bt-) NEu 60 275 1 0 14.0 1z. Cy C;, C)yi) S H ti 95 1 195 6C) 1 TRAFFI. & ROADWAY CONDITIONS ADJ PARk. PEDESTRIANS ARR DIR GRADE %HV Y/N MOVES BUSES PHF GROSS BUT MIN TIME TYPE E D C-). 0% 2. 0% N C)C) . 9ClCy 0 n - 27. C) WB 0. 0% .L. C-)% N C) 900 0 n 27. 0 ti NEB 0. 0% 2.0% N C,0 . 90C-)C) N 29. 5 SB 0. C% 2. 0%% N C1 . 900 0 N 29. 5 PHASINGS EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND GREEN Y+R PRE/ACT 1 t r p 1 t r p 1 t r p 1 t r G 1 10. 0 5 A 2 20. 0 5 A 3 . 0 7 A 4 48.0 5 A CYCLE= 132.Cj r VOLUME ADJUSTMENT WORKSHEET PART i (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR RTFF. EEC 10 20 5 .900 11 22 6 WB 470 50 575 .900 522-' 56 639 NB 5 360 275 .90C, 6 400 306 SEA 395 1195 60 . 9C)C) 4'9 1328 67 FART 2 (LANE GROUP ADJUSTMENTS) DIR LN GROUP FLOW N LU v F1t Prt ED LT-TH-RT 39 1 1 . OC-) 39 0. 29 0.. 14 WB LT-TH 578 1 1 .00 578 G.90 0.00 WB RT 639 1 1 . 00 639 0.00 1 . 00 NB LT 6 1 1 . CSC 6 1 .00 0.00 NB TH-RT 706 2 1 . 05 741 0.00 0. 4? SB LT 459 1 1.00 439 1 .000 0.00 SB TH-RT 1 394 2 1 . 05 1464 0. 00 0.05 PART 3 (OPPOSING VOLUME ADJUSTMENTS) LEFT TURN OPPOSING APPROACH BEING OF-POSED VOLUMES OPPOSING LEFT TURN OPPOSING µ LT TH RT LT TH RT LTRT VOLUME EASTBOUND 522 56 639 1 C)C) 1 C>(_)0 0 1 1 56 WESTBOUND 11 22 6 100 10 100 C) 1 C) 28 NORTHBOUND 439 132E 67 C)0 0 1 2 G 0 SOUTHBOUND 6 400l 306 1 CiC r 0 23 1 2 0 69 r SATURATION FLOW AD_i USTr1EN1- WORk::SHEE7 DIR LN GROUP IDEAL N Fwi d Fhv For Fpark. Fbus Farea Frt Fit EB LT-TH-RT I BC-)0 1 1 . C;t_;t=; ;. 990 1 .C)C)'; I . c_;0t:; 1 . OC)C) 1 . i_!i_,(;; i;. Be l 0. 946 1484 WF.' LT-TH 1 90 i 1 i . C)C) C). c?9c:; 1 . (_)i'; ; I . t;t; ; I , i;t:;C-; 1 . C;c_;t_; 1 , C;(-,t:; c_;. 8' 146 WB RT 18i:); 1 i;. 9== t;. 99C 1 . t;C)i; J. ,_;t:, 1 . c;C)c; 1 . 00_, i;. B'1t7; 1 . 0 Q0 1414 BNB LT 18C-;c_; 1 1 . t=;C7 0. 990 1 . i;c_;k:; 1 , C)t:;t; 1 . (--)00 1 , 0c_;i_, 1 ,C)0t=; i;.95i; 1Si;6 NB t H-RT 18[)0 2 1 .c_;0C) ,. 9yt_1 1 . i;l_;l_i I . ;c_;f, 1 . c;c;c_; 1 .000 c_;. 9._'•.5 1 . c;c_;c_l - SB LT 19000 1 1 . 000 0 99Q 1 . c:;c-,t_; 1 , 000 1 , 0C) 1 . (--)00 1 . 000 c:;. 95c_; 1693 Lh TH-RT 1 E-((7); 2 1 . 0. 990 1 . 0C)0 1 . t_;C-;i; 1 .000 1 .000 0.993 1 . C;i;t:; ?5 y SUPPLEMENTAL WOR.' SHEET FOR LEFT-TUR.N ADJUSTMENT FACTOR FLT I N IPi.1T Vif)R I ABLES DI R G N Va Vm Vi t F l t No Vo F`I t o EEC 1? A-8 1 ?9 X8 11 (7). 49 1 56 0.9i; Wr J.?`. 4 ; 1 C; 694 C). 9i; 1 -,8 0. 9 I 'n0Q y D GLA Fs F`1 Cq Ft Cif E1 Fm Fit cEi 14t=)4 i. C)4i=y 44. 540 4=). 84i_; _). t 6 ?. 46t:; 0. 714 '. i 6 1 . 39 0. 946 0. 946 Wr. 1247 C:). 0X2, 46. C-)87 c:;, 8 5 G i;.9c=)4 i . 91 . y0. 096 0. 19 i . ?1 :: E? . 8? CAPACITY ANALYSIS WORKSHEET DIR LN GROUP v s v/s a/C.c v/c CRITICAL ED LT-TH-RT ?y' 1484 C: 0 ). 36 =140 i_;,t,f WD L T-TH 5 i B 146:3 0 =;9 c:;. :36) 539 1 . 07 WB RT 639 1414 c_,.4U i. 67 94Y 0. 68 NB LT 6 1 ei;6 C). 00 i;. i;S 1 T7 ;. 04 NB TH-RT 741 ?=L- 0a 2 0.24 Gi_-;Ct 0. 92 SE, LT 439 1693 ;.26 0.27 449 0. 98 SB TH-RT 1464 3 5.f'a' (--). 41 0.43 1528 0. 96 CYCLE=1Ts.C_ LOST=17. 0 SUM V/S CRIT= 0. 87 TOTAL V/C= 1 .00 LEVEL OF SERVICE WORK*SHEET DIR LN GROUP v/c a/C. C dl c dt PF Delay LQS Avg Q 95% Q EB LT-TH-RT i;, c_;7 c_;.36 132. 0 20.86 540 u.00 0. 85 17.73 C 0. 9 WB LT-TH 1 . 07 0. 36 13,. 0 33. 27 539 5 . 20 0.85 72.65 F 18. 4 WEB RT 0.6e 0.67 132.0 10. 17 9 4'-:-1 .39 0.85 9. 82 B 7. 8 NB LT 04 0. 08 13-2.C-) 42.98 137 0. 00 1 .00 42. 98 E 0.2 NB TH-RT 0.92 0. 24 132.0 =7. Cyr 808 10.94 0. 85 40. 76 E 19.6 SB LT 0. 9E 0. 27 132. 0 36. 57 449 27.39 1.00 63.96 F 13.7 SB TH-RT 0.96 0. 43 132.0 27. 62 1528 10.59 0.85 32. 48 D 29. 1 DIR Delay LOS EEC 17.73 C WB 39. 66 D NB 40. 78 E SEA 39. 74 D INTERSECTION DELAY = 39. 69 INTERSECTION LQS=D THE CYCLE LENGTH WITHIN THE BOUNDS OF 132 TO 1732 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 134 Q SECONDS FOR A V/C RATIG OF . 95 THE CYCLE SHOULD BE 204. 4 SECONDS r for chosen cycle length 132. 0 suggested timing phase i is 14.8 secs green, 5.0 secs 0,11ow + red clear suggested timing phase 2, is 14. 4 secs green , 5. 0 secs` y,lE 1 ow + red clear suggested timing phase L is 29.3 secs green, 7.0 secs ye low + red clear suggested timing phase 4 is 51 .4 secs green, 5.0 secs yellow + red clear eaet) CINCH PROGRAM VERSION DATE 4-X2 9-i 988 19851 HC M - CHAPTER 9: SIGNALIZED - OPERATIONAL ANALYSIS US hte 5/SU1 1 i van Ave - S. Windsor 1}99C) BACt.GROUND PM - 4 Phases V=!te: C_)'l-i -1` 8RE ti me: 16: 5-': '4 LAST DATA SET NAMES LOADED OR SAVED V0LU IE=BUL5 F'MD GEOMETR I CS=SULL-E X SIGNAL=SifL5PMD LOCATED IN CDD: n VOLUME. F-. GEOMF_.TRICS VOLUMES OF LANES LANE WIDTH CROSS DIR LT TH RT LT TH R7 LT TH RT WALk:: EB 65 70 L c) 1 c_) c=) 12'. 0 i),i)4 i) W-, 195 ?C) 42c) C) 1 1 12. 0 1 0 80 ND j El 56(_) 14. 0 1 i_'. l_) l_) C-)ql) TRAFFIC & ROADWAY C0ND I T I 0NS ADJ F'ARF.: PEDESTRIANS ARR D I R GRADE %HV Y/N MOVES BUSES PHF CROSS BUT MIN TIME TYPE W D i). 0% 2. 0 i. N c_)i) , 9 c)(-)i) n 2 7, C-)L NE. 0. i)% 2. 0 N c.)i) . ,+ )i)0 N 19, L L SD 0, i) 2. i% N t)i)900 i) h{29. 5 7. PHAS I NGS EASTBOUND WESTDOUND NORTHBOUND SGUTHBOUND GREEN Y+R F'RE/ACT 1 t r p I t r p I t r p I t r p 1 15. 0 5 A 2 1F iF E -)E iE 20. t) 5 A 50. 0 7 A 4 i8. 0 5 A L 4 CYCLE= 125. 0 k VOLUME ADJUSTMENT WORKSHEET FART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR RTFR EEC 65 70 5 . 900 72 78 6 WEB 195 30 420 . 900 217 33 467 NEB 5 865 L60 . q00 6 961 622 SLR 660 520 35 .900 733 578 39 PART 2 (LANE GROUP ADJUSTMENTS) DIR LN GROUP FLOW N LU v F'1 t Prt ED LT-TH-RT 156 1 1 . 00 156 0. 46 c_),04 WB LT-TH 250 1 1 . 00 250 0.. 87 0.c_)c_) WEB RT 467 1 1 . 00 467 0. 00 1 .00 NB LT 6 1 1 .00 6 1 . 00 0.00 NEB TH-RT 1585 2 1 . 05 1663 0. 00 0.39 SB LT 733 1 1. 00 733 1 .00 0.60 SB TH-RT 617 2 1 .05 648 0.. 00 0. 06 FART T (OPPOSING VOLUME ADJUSTMENTS) Y;, LEFT TURN OPPOSING APPROACH BEING OPPOSED VOLUMES OPPOSING LEFT TURN ES OPPOSING LT TH RT LT TH RT T -' ' " -RT VOLUME EASTBOUND 217 33 467 100 100 0 0 1 1 33 WESTBOUND 72 78 6 . 1000 100 100 4 1 0 83 NORTHBOUND 733 576 39 t)0 0 1 2 G 0 SQUTHBOUND 6 961 622 100 C) 28 1 2 G 174 SA T URi'T I DN FLOW ADJUSTMENT WORk::LHEET 1?IR LN Cam 0 UP IDEEAL N Fwi d Fhv For. Fpark:: FbUs Farea Frt Flt s EE LT-TH-RT 1 GOO 1 I . t)C) ) C), 99C) 1 C,C;C 1 ,c_,i)0 1 . i7-;C)C, 1 . C)C)C) 0. 895 0.977 1559 WP LT-TH 1 E:C;C) 1 I , C)(-)C) C). c?9C) I ,i_)()c=) 1 . C)C)C) I .. C)(-)C) 1 , C)C)C) 1 . C)%=)t_) c=). 655 1168 WR RT 1900 1 C). 97: cE,, 990 1 , 000 1 . c:)C)c") 1 f i:)C,C) 1 ,i_,C,i) i_). 8510 1 , C)i_)_ j.414 NEB LT 1 GC)i=) 1 1 . i=)6 (7). •_7_ 1 , i,i^)t, 1 , C) C) 1 . c:00 1 . i:) )0 1 . C,i)C) i,, y5C) 1 Gi_)6 NE TH-RT 18c 0 is 1 . C 00 0. 99C) 1 . C,GC) 1 .C)cE,i_, 1 . C)00 1 ,i,(-_)i) 0. 941 1 .000 =;L54 Sr. LT 1 rE 0C) 1 j . C)=)C) i). 99C) 1 f C)C)C) 1 .C)c_)c= 1 . C)i)C) 1. 0 )C, 1 . i_)c_) ) 0. 950 1693 SB TH-RT i 9C)C) 2 1 . 000 C). 990 1 . C)C)C) I . C) C) 1 . (:)C)C) I .C)C)C) C,,Pq 1 1 . 00(- 7 5 . Si FF'LEMEENT44L WORk:SHEET FOR LEFT-TURN ADJUSTMENT FACTOR FLT I NF-10 T V ;F I FiBLE;S DIR i G N Va um ' V1t Flt No Vo F•1to E!-+ 12O 1 156 8,71. 72 i_). 46 1 T31 0.87 Wi:: 1 E ! Oc=) 5i)C) 17 C). 87 1 8 (=). 46 CALCLJLAT I C+NS DIR Sop Fs Pi Gq Pt Gf E1 Fm Flt EE+ 1 66 C. iE) 4 15. ?.mo w' i=).854 C). 4b4 t. b7 7 C).536 1 . 07 1 . `17 0.977 C). 977 WEc 1 2::2q 066 1). 219 +_) e2'3 0. 867 7. 781 0.. 1?? ) 308 1 . 67 0.655 (_).655 CAF'AC I TY ANALYSIS WORV.:SHEET DIR LN GRC UF'v s v/s g/C c v/c CRITICAL EB LT-TH-RT 156 1559 C). 10 0. 14 225 0.69 WE LT-TH 25(--) 116E C). 1 0. 14 16B 1 . 49 WE RT 467 141.4 C). 33 0.5%) 713 0. 65 NE+ L_T 6 18C)61 C). C)(=) (7). 1' XL217 0. C)T NB TH-RT 166._, 354 0. 5_) 0.40 134J 1 . 2:4 F LAB LT 7_' 169 C), 4 C,. ? 5 42 1 .35 SB TH-RT 648 3531 (). 18 0.60 2 118 u.31 M1 CYCLE=125. (7-) L.O5T=1 7.(7-) SLAM V/S CRIT= 1 . 14 TOTAL V/C= 1 . 32 LEVEL OF SERVICE WORF:SHEET DIR LN GROUP v/c q/C C d1 c d2 PF Delay LOS Avq 0 95 Q EB LT-TH-RT C). 69 0. 14 125'.C) B. 66 :t'2"i 5.97 0.85 37. 94 D 4. 6 WB LT-TH 1 . 49 0. 14 1 5. 0 44.29 168 42,1 . 47 0. 85 395.89 F 31 . 2 WB RT 0. 65 0. 50 125. C) 1 7. 44 71:1 1 .53 0. 85 16. 13 C S.0 NB LT C). 03 0. 1 z 125.0 36. 9(--) 217 0. 00 1 .00 36. 9C) D C). t NB TH-RT 1. 24 0. 40 125.0 33.90 1342 134.76 0.8585 143. 36 F 79.5 SE LT 1 .35 0. 32 1 2,5. C) 38. 75 542 240. 80 1 . 00 279.55 F 65. 6 SB TH-RT 0. 31 0.. 60 125. 0 9.31 2116 0.03 0..85 7. 93 B 8.6 DIR Delay LOS EB T7. 94 D WB 146. 61 F NB 143. 01 F SB 152. 1G F INTERSECTION DELAY =14?. C)9 INTERSECTION LOS=F THE CYCLE LENGTH WITHIN THE BOUNDS OF 125 TO 125 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 125. 0 SECONDS THE V/C. RATIO CAN"T BE . 95 FOR THE GIVEN CONDITIONS for chosen cycle length 125. 0 y .. A_ Suggested timing phase 1 is 18. 1 secs green, 5. 0 secs yellow + red clear suggested timing phase 2 is 17.8 secs green, 5. 0 secs yellow + red clear r suggested timing phase ? is 46. 8 secs green , 7.0 secs yellow + red clear sLiggested timing phase 4 is 20. 2 secs green, 5.0 secs yellow + red clear F CINCH PROGRAM VERSION DATE 4-29-1985 1955 HCM - CHAPTER 9: SIGNALIZED - OPERATIONAL ANALYSIS US Rise 5/Sullivan Ave - S. Windsor i 99 1 COMBINED PM - 4 Phases date• 09-22-192G time: 16: 49: 14 LAST. DATA SET NAMES LOADED OR SAVED VCILUME=SUL5PMC GEOMETR I CS=SUL5-E X S I GI IAL=SUL5PMC LOCATED IN CBD: n VOLUME & GEOMETRICS VOLUMES OF LANES LANE WIDTH GROSS DIR LT TH FT LT TH RT LT TH RT WALK' EEC 65 t,5 l 1 C) 0.il 12. 0 0. il 40 WB ? , (:l 460 it 1 1 1. (:> 12. it 1(:l,it gil NE;5 G 6 5 1 i 0 1 L :l 14.C-) 1 . t; _l. (=l 9 c 67t:1 520 31 1 0 12 1- - - - GO TRAFFIC & ROADWAY CONDITIONS A D i PARk; PEDESTRIANS ARR DIR GRADE %HV Y/N MOVES BUSES PHF CROSS BUT MIN TIME TYPE ED 0. it/: 2. it% N l it 9i lil C) n 27. it WB 0. i% 2. 0% N 0 C) . 9000 i_l n 27.0 T ND 0. 0% 2. 0% Psi il Cl 9i lil il N SB ;-,.c l f. ... 0 r. N l 1 . 9 c lc,0 N 2 9 5 PHAS I NGS EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND GREEN Y-+-R PRE/ACT 1 t r p I t r p I t r p 1 t r p 1 15. 0 5 A 2 20. 0 5 A 3 50. 0 7 A 4 16. 0 5 A CYCLE= 125. 0 VOLUME ADJUSTMENT WORKSHEET FART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR FTFR EB 65 70 5 .9001 72 78 6 WB i il Ri 46i l . 9i il 256 33 511 NEB 5 865 570 . 9000 6 .961 633 SB 670 520 35 .900 744 578 39 FART 2 (LANE GROUP ADJUSTMENTS) DIR LN GROUP FLOW N LU v Plt Frt EB L.T-TH-RT 156 1 1 .00l 156 0. 46 0.04 WB LT-TH 289 1 1. 00 289 c_l. 88 0..00 WB RT 511 1 1.01i) 511 0. 00 1 . 00 NEB LT 6 1 1 .00 6 1 . 00 0.00 NB TH-RT 1594 2 1 . 05 1674 0..00 0.. 40 SEA LT 744 1 1 .00 744 1 . 00 0.00 SB TH-RT 617 2 1 . 05 646 0. 0 l 0.06 t FART 3 (OPPOSING VOLUME ADJUSTMENTS) LEFT TURN OPPOSING APPROACH ESEING OPPOSED VOLUMES OPPOSING LEFT TURN NES OPPOSING LT TH FT LT TH FT L`"T H FT VOLUME EASTBOUND 256 33 511 100 100 0 0 1 1 31i WESTBOUND 72 78 6 100lil 1000 1000 0 1 0 83 NORTHBOUND 744 578 39 c_l C)C) 1 2 0 0 SOUTHBOUND 6 961 633 100l 0 28 1 2 0 177 tC/LIJe 17 SATURAT I ON FLOW ADj USTMENT WORk*.SHEET DIR' LN GR'OUF IDEAL N Fwi d Fhv For Fpar k: FbUs Far ea Frt Fl t s ED LT-TH-RT 180 ) 1 1 . t:,i;t:; t:,. 9 t:, 1 , t:;t:;t:; 1 , i; , ; j. .t:;t=,, 1 . ;i,t:; i,. $9,=a 0. 977 15=_jy WE, LT-TH 18kW, 1 1 , i,t:,t:, t:,. 990 1 . t;:,t:, 1 . 000 1 . t:, ,i:; 1 . t:,i, , 1 . 0-)(, 0.641 1 142 WED RT 1800 1 t-)- 93t 0. 990 1. t:;0i; 1 . tIC-)0 1 .0 t)0 1 .t;t:0 0. 850 1 . tiiA:; 1414 N'-P. LT 1 G(W) i 1 . C) 0. 990 1 . 0t=,0 1 . i,t:,i, 1 . 00<, 1 . 00i, 1 . (7)0i, q. q i, 1906 ND TH-RT 1 c CY) y 1 . t:00 0. 990 1 . 000 1 , i;(_;0 1 .t()0 1 . 0(_0 0.940 1,0J0 _ 35x; SD LT 18 C)t=; 1 1 . 0 C)t:, 0. 9 9 t:; 1 . t:;t:;t:, 1 .t)00 I .CkXi I . t:,t:;i; 1 .C). i;, L0 16`. S B TH-RT 1 G t:r 2 1. i,i,i) 0. 990 1 .C,C,t=, 1 . 0C)0 1 . 000 1 .000 0.991 1 . 000 ?;?1 SLIF'F LEMENTAL WCDRk.'SHEET FOR LEFT-TURN ADJUSTMENT FACTOR FLT I NF'T VAR I ABLES DIP C G N VA Vm Vl t F'l t No Vo F'1 to EE{ 12 18 1 156 8? 72 0. 46 1 T? i).88 WE, 1:2C 18 1 289 544 2 88 1 87-7: 0. 46) CAL..i:iI_AT I 01'4- DIR Yr, GU Fs F'1 Gq Ft Gf El Fm F1+_ ED 1 T59 025 15. 3C-)9 ()a 854 O w 464 2. 691 0.5?6 1 . =11 1 . 317 0. 977 0.977 WD i 1 PC) t:,. 070 9. 94? ,. 82T C).88 8. t:y57 0. 115 if. 261 1 . :6? tO. 641 C_ 641 CAF AC I TY ANALYSIS WORk::SHEET UIR LN GROUP v s v/s g/C c V/C CRITICAL ED LT-Th-RT 156 1559 0. 10y 0. 14 224 0.69 WEB LT-TH 2S9 1142 0. 25 t_,. 14 164 1 . 76 WD RT 511 1414 0.36 0.5:, 713 0. 7.2 ND LT 6 18t:;6 0. t:;t:; 0. 12 217 0. i,_ ND TH-RT J.674 =:--:"C,_ 0. 5t:, 0. 40 1341 1 . X25 GB L_T 44 1693 0. 44 0. 32 542 1 . 37 SB TH-RT 648 55 31 0. 18 0. 60 2118 0. 31 CYCLE=125. 0 LOST=17. t:) SUM V/S CRIT= 1 . 19 TOTAL V/C= 1 .36 LEVEL OF SERVICE WORK*SHEET D I R LN GROUF' v/c g/C C d 1 c d.- F'F Delay LOS Avg 0 95% 0 ED LT-TH-RT 0. 69 0. 14 125. 0 38. 66 224 5.99 0.85 37.95 D 4. 6 WD LT-TH - 1 . 76 0. 14 125. 0 46. 59 164 863.84 0.85 77 :. 86 F 66.4 WEB RT 0. 72 0.5t:y 125. 0 18. 0 713.2. 42 0. 85 17. 61 C 8.8 NEB LT 0. 03 0. 12 125. iy =6. 9 217 0. 00 1 .00 36. 90f D 0.2 NEB TH-RT 1 . 25 0. 40 125.0 34. 16 1 1.41 141 .77 0.85 149.55 F 82.8 SEA LT 1 . 37 0. 32 125. 0 39.2 , 542 260. 96 1 . t:;c_; 300. 16 F 70. 9 SIB TH-RT 0.31 0. 60 125.0 9.31 2118 0.03 0.85 7.93 Et 8. 6 DIR Delay LOS E= EEC ! .9L D WEt 290. 70 F NB 149. 17 F SEA 164. 22 F INTERSECTION DELAY =178. 19 INTERSECTIOhl LDS=F THE CYCLE LENGTH WITHIN THE BOUNDS OF 125 TO 125 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 125. 0 SECONDS THE V/C RATIO CAN 'T BE .95 FOR THE GIVEN CONDITIONS r' far chosen cycle length 125. 0 suggested timing phase 1 is 17.6 secs green , 5.0 secs i ,, + red clear suggested timing phase 2 is 17.3 secs green, 5.0 secs y red clear suggested timing phase 3 is 45.2 secs green, 7. 0 secs y ' ow + red clear suggested timing phase 4 is 22.9 secs green, 5.0 secs yellow + red clear a s A P- L!>,C 17 leodyt) C.I N -H PROGRAM VERSION DATE 4-29-1966 199-5 HCM — CHAPTER 9: SIGNALIZED — OPERATIONAL ANALYSIS SULLIVAN AVE/RYE ST — S. W I NDSOR 19`9(=) COMBINED AM - = PHASE date: t)9--x2'2-138G time: 16:44: 46 LAST DATA SET NAMES LOADED OR SAVED VOLUME=SR.YEAMC.GEOMETR I CS=SRYE-ECM SIGNAL=SRYEAMC LOCATED IN CBD: N VOLUME GEOMETF I C'S VOLUMES OF LANES LANE WIDTH CROSS DIR LT TH RT LT TH RT LT TH RT WALK E'(L' i) 4.L 5 t_) i; (-) n (_) 12. 0 i). ()5.t WD t_1 7 (C 1?C On (_) 1.a:i a () ), C)C NE,Cl C) I). (_) (_)„ l) 1) (_) t_) SD 40 t_) ?0 1 0 1 11 . t) (7). (_) 14. t)40 TRAFFIC & ROADWAY CONDITIONS ADJ FAR}--.. PEDESTRIANS ARR D I R GRADE `/.HV Y/N MOVES BUSES PHF CROSS BUT MIN TIME TYPE ED (_). (_)%. 2: fi /. lam) i:)90C)i=), 0 3WBOn (_)/. 2. 0 900 20. 0 T NB On i)% C-).i)% i)0 . i)C)C)C) 17. 0 i) 4. ) 9 a 1_) . 9 t_))17.SP t_). 0) t_) PHASINGS EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND GREEN Y+R PRE/ACT 1 t r p i t r p 1 t r p 1 t r p 1 5. 0 O A 40.0 5 A 30. 0 5 A w CYCLE= 90. 0 VOLUME ADJUSTMENT WORKSHEET PART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFFR RTFR ED 205) 425 U .900 228 472 WD i) 785 135 . 9(=)(-) 0 87'82 150 SB 40 0 370 .900 44 0 411 FART 2 (LANE GROUP ADJUSTMENTS) DIR LN GROUP FLOW N LU v F1t Prt EB LT—TH 700 2 1 .05 735 0. 3 i .00F WD TH-RT 10 22 2 1. 05 1073 0. (_)(_) 0. 15 SB LT 44 1 1 . 00 44 1.00 0.C)(') SB RT 411 1 1 .00 411 0..0 ) 1 .00 PART 3 (OPPOSING VOLUME ADJUSTMENTS) LEFT TURN OPPOSING APPROACH BEING OPPOSED VOLUMES OPPOSING LEFT TURN LANES OPPOSING LT TH RT LT TH RT LT ,,TH ' RT VOLUME EASTBOUND 72 15_ 2 Ci) i) SOUTHBOUND i)i)t) 0 C) 0 0 SATURATION FLOW ADJUSTMENT WORKSHEET DIR LN GROUP IDEAL N Fwid Fhv Fgr Fpark: Fbus Farea Frt F1t s EB LT-TH 1600 2 1.000 0.990 1.000 1 .000 1.000 1 .000 1 .000 1.000 3564 WB TH-RT 1 GOO 2 1 .000 t). 990 1 . C)00 1 .C)<_0 1 .000 1 .000 0.978 i.'000 3456 SB LT 1800 1 0. 967 0.990 1. 000 1 .000 1.000 1.000 1.000 0.950 1637 SE( RT 1 GOO 1 1 . 067 0. 990 1 .i)i_)0 1 . 000 1 .000 1 . 000 0.850 1.000 1616 R-f4 v/2s / CAPACITY ANALYGIS WORKSHEET DIR LN GROUP v s v/s g/C c v/c CRITICAL EB LT-TH 735 3564 0.21 0.56 1980 0. 37 WB TH-RT 1073 3486 0.31 0. 44 1549 0. 69 SB LT 44 1637 0.03 0. 33 546 0. 08 SB RT 411 1616 0. 25 0.44 718 0.57 CYCLE= 90. 0 LOST=10. 0 GUM V/S CRIT= 0.56 TOTAL V/C= 0.63 LEVEL OF SERVICE WORKSHEET DIR LN GROUP v/c g/C C d1 c d2 PF Delay LOG Avg Q 95% Q EB LT-TH 0. 37 0. 56 90. 0 8. 51 1980 0. 06 0.85 7.28 B 7. 8 WB TH-RT 0.69 0. 44 90. 0 15. 25 1549 0. 95 0. 85 13. 77 B 14.2 S LT 0. 08 0. 33 90. 0 15. 62 546 0. 00 1 . 00 15. 63 C 0. 7 SB RT 0. 57 0. 44 90. 0 14. 16 718 0. 83 0. 85 12. 74 B 5. 7 DIR Delay LOS EB 7. 28 B WB 13. 77 B SB 13. 02 B INTERSECTION DELAY = 11 . 51 INTERSECTION LOS=B THE CYCLE LENGTH WITHIN THE BOUNDS OF 90 TO 90 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 90. 0 SECONDS FOR A V/C RATIO OF . 95 THE CYCLE SHOULD BE 24.5 SECONDS for chosen cycle length 90. 0 Suggested timing phase 1 is 13.7 secs green, 5. 0 secs vellow + red clear suggested timing phase 2 is 43. 8 secs green, 5.0 secs yellow + red clear sugqested timing phase 3 is 17. 5 secs green , 5. 0 secs yellow + red clear k m-^ ` CINCH PROGRAM VERSION DATE 4-29-198c. 1985 HCM - t.HAF'TER 9: SIGNALIZED - OPERATIONAL ANALYSIS SULLIVAN AVE/RYE ST - S. WINDSOR 1990 COMBINED PM - = PHASE date: (_)y- 2-1 88 time: 16: 42: 15 LAST Df=iTA SET NAMES LOADED OR SAVED VOLUME=SRYEPMC GEOMETRICS=SRYE-ECM SIGNAL=SRYEPMC L0CATED IN CBD: N VOLUME & GEOMETRICS VOLUMES OF LANES LANE WIDTH CROSS DIR LT TH RT LT TH RT LT TH RT WALL:: ED ?.mot_, 915 7) l t_) 1 . i) t_). C)52 WD 596 95 C) 0. i) 12. 0 0. (_)52 ND t_)C)t=) C). (_) C). (l C). (_) LD 15 19t, 1 1 11 . 0 c=), i, 14. c_l Oil TRAFFIC ROADWAY CONDITIONS ADJ PAR*:'. PEDESTRIANS ARR D I R GRADE %HV Y/N MOVES LOUSES PHF CROSS BUT MIN TIME TYPE ED 0.. (_)% 2. 0% l 900_ 20.tl WB 0. 0% 2. cl/. 0 qc)()C) t(_). () NB (_), 0% 0. 0%` 0 cl t)()(_)0 17. tl it SB 0. 0am/. 2" 0% t_l l . 900 l 17.t_)r RHASINGS EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND GREEN Y+R PRE/ACT I t r p 1 t r p 1 t r p 1 t r p 1 I C). it 5 A 40.0 5 A 0. it 5 A CYCLE= 95. 0 VOLUME ADJUSTMENT WORk::SHEET FART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR RTFR p. EB 390 915 t) .900 4--t 1017 i) WEB 0 580 65 . li)c) il 644 94 NEB 0 it iy .000 0 C)0 SEA 125 c") 190 .900 139 c_) 211 PART 2 (LANE GROUP ADJUSTMENTS) DIR LN GROUP FLOW N LU v P1t Prt EB LT-TH 1450 2 1 . 05 1522 0. :0 0.00 WEB TH-RT 739 2 1 .05 776 0. 00 0. 13 SLR LT 139 1 1 .00 139 1 . 00 0.00 s SEA RT 211 1 1 . 00 211 0.00 1 . 00 r FART T (OPPOSING VOLUME ADJUSTMENTS) 6 LEFT TURN OPPOSING APPROACH ESEING OPPOSED VOLUMES OPPOSING LEFT TURN LANES OPPOSING LT TH RT LT TH RT LT TH RT VOLUME EASTBOUND 0 644 94 00 0 0 0 0 SOUTHBOUND i)c_l it 0 C) 1 0 i) SATURATION FLOW ADJUSTMENT WORKSHEET DIR LN GROUP IDEAL N Fwid Fhv Fgr Fpark: Fbus Fare s =' Flt s EEC LT-TH 1800 2 1 .000 0.990 1.000 1.000 1.000 1.000 1.000 1.000 3564 WEB TH-RT 1800 2 1 . 000 0.-99O 1 . 000 1.000 1.000 1 .000 0. 981 1.000 3496 SEA LT 1800 1 0. 967 0.990 1.000 1.000 1.C)00 1.000 1.000 0.950 1637 SEA RT 1800 1 1 . 067 0. 990990 1 .0 0 1 .000 1 .000 1.000 0.850 1.000 1616 CF;P AC 3 TY ANALYSIS-1 W0Ri:::SHEET DIF LN f--,FrI F v s v:s g!C c v!'c CRITICAL ED LT-TH 152L 3=,64 0. 4? 0.59 2 C-)64 0. 74 WD TH-PT 776 7r.4Y6 0. 2,2, 0. 42, 14 7 2, 0. 53 SP LT 139 1637 k'J. 08 0. ?s 517 0. 27 BE. RT Z 11 1616 0. 1= (). 47 765 0. 26- CYCLE= 95. 0 LOST=10. 0 SUM V/S CFIT= 0. 51 TOTAL V/C= 0.57 LEVEL OF SERVICE WORk SHEET LEI R LN GROUP v/c g/C C d 1 c d2 PF Delay LOS Avg 0 95% 0 ED LT-TH 0. 74 5B 95. 0 J1 . 17 206',4 1 .0! Q. a5 10. ti5 8 16. 1 WP TH--RT 0.5T i. 42 95. 15. 55 1472 y. 0. 95 13.46 B 11 .3 SE LTt f. 7 =y. = 95. 18. 47 517 0. 07 1 . c_0 18...4 G 5 B R T C), S : 47 9 t= 1 1 iy 7 c tr i_ i 85 S' S b 2. 9 D I F Delay LOS ES 1(). T5 D WD 1.=. 4c" E SEA 1 28 D INTERSECTION DELAY = 11 . 65 INTERSECTION LOS=9 THE CYCLE LENGTH WITHSN THE BOUNDS OF 95 TO 95 SECONDS WHICH MINIMIZES 'CRITICAL MOVEMENT DELAY IS 95. (_) SECONDS FOR A V f C RATIO OF . 95 THE CYCLE SHOULD BE 1 .7 SECONDS or chosen cycle length 95. (--) suggested timing phase 1 is 14. 5 secs green, 5.0 secs yellow + red clear d=suggested timing phase 2 is 51. 4 secs green , 5.0 secs yellow + red clear suggested timing phase T is 14. 1 secs green , 5. 0 secs yellow + red clear 4"r t h yR Y 0. S. R CINCH PROGRAM VERSION DATE 4-2-:-198G 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 1 of 2) DATE: 0:i-23-1988 TI ME: 09: 00:21 TROY RD/RYE ST 1990 BACKGROUND AM LAST DATASETS LOADED OR SAVED VOLUME=R-T-AM-B GEOMETRICS=RY-TR-EX KEY: A- -B C GENERAL CHARACTERISTICS POPULATION GREATER THAN NO CONTROLS: FROM C: STOP PREVAILING SPEED: 35 MPH MAIN STREET # OF LANES: 2 LANES MAIN STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: N MINOR STREET LANES APPROACH: C: TROY WE, SHARED LEFT AND RIGHT TURN LANE: YES LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS (in seconds) APPROACH A: RYE NB B: RYE SB C: TROY WB LEFTS 0. 00 0. 00 0.00 THRU5 0. 00 0. A0 0. 00 RIGHTS 0. 00 0. 00 0.00 APPROACH A: RYE NB B: RYE GB C: TROY WB LT TH RT LT TH RT LT TH RT VOLUME 0 70 5 60 365 0 20 0 20 PHF 0. 90 0. 90 0.90 ADJ VOLUME 0 78 6 67 406 0 22 0 22 PERCENT GRADE 2.00 2. 00 0.00 PASS CAR/HR 0 67 24 A 24 STEP 1 RIGHT TURNS FROM C: TROY WB CONFLICTING FLOWS 81x CRITICAL GAPS 5.7 CAPACITY 981 ACTUAL CAPACITY 981 STEP 2 LEFT TURNS FROM B:RYE GB CONFLICTING FLOWS 83 CRITICAL GAPS 5. 1 CAPACITY 1086 CAPACITY USED 6% IMPEDANCE FACTOR 0. 97 p ACTUAL CAPACITY 1086 r 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 2 of 2) DATE:09-23-1988 TI ME:09: 00o21 TROY RD/RYE ST 1990 BACKGROUND AM STEP 3 LEFT TURNS FROM C: TROY WB CONFLICTING FLOWS 553 CRITICAL GAPS 6. 8 CAPACITY 419 ACTUAL CAPACITY 404 SUMMARY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY RESERVE LOG AVG DEL (SEC) AVG QUEUE LT FROM B: 67 1086 1019 A 3. 53 0.07 ALL MOVES FROM Cx 49 573 524 A 6. 87 0. 09 ZV41%m z«o wlo CThiC:H PROGRAM VERSION DATE 4-2q-198=, 1 985 HCM - CHAPTER 10 : UNS I GNAL I Z ED - 3. APPROACHES (PAGE i of 2 DATE: Oq- ?-1988 TIME: C;B: 5-:?: ;C; TRG`Y RD/R4'E ST 1 qqt--; COMBINEDNED All LAST DATASETS LOADED OR SAVED VOLUME=R-T-AM--C GEDMETRICS=RY-TR-E?( k.EY: A- -h F GENERAL. CHARACTER! POP IL.ATIOI`• GREATER THAN 25(_,.0C-)0; NO CC,NTROLS: FRiiM .: ;TOP PREVAILING SPEED: - 5 MF H MAIN STREET # OF LANES: 2 LANES MAIM STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: hl MINOR STREET LADIES APPROACH: L: TROY WEB SHARED LEFT AND RIGHT TURN LANE: YES LARGE RIGHT TURN RADIUS OR SHALLOW FIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MALE OR: NO SIGHT DISTANCE RESTRICTIONS (in secnnds'j APPROACH A: RYE ND B: RYE SB C: TROY WB LEFTS 0.00 C). C;C) C). C;C; THRUS 0. C;C; C;, 00 C; t:;t=; RIGHTS 0,QQ 0. 00 t=;.00 APPROACH A: RYE NB B: RYE Sit C: TROY WB LT TH RT LT TH RT LT TH RT VOLUME C) 70 1<_) S(--) 375 C; 35 PHF c_;, 90 0. 90 i,90 ADJ VOLUME 7Ei 11 67 417 C; 7.9 0 2jr- PERCENT GRADE 2.00 2. 00 C). C;C; PASS CAR/HR C; 67 4:3 C;4 STEP 1 RIGHT TURNS FROM C:TROY WB CONFLICTING FLOWS 83 CRITICAL GAPS 5. 7 CAPACITY 976 ACTUAL CAPACITY 978 STET' 2 LEFT TURNS FROM B:RYE SB CONFLICTING FLOWS 89 CRITICAL GAPS 5. 1 CAPACITY 1079 CAPACITY USED 6% IMPEDANCE FACTOR C). 97 ACTUAL CAPACITY 1079 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHE5 (PAGE 2 of 2) DATE: 09-23-1988 TI ME: 0B: 59: 30 TROY RD/RYE _--IT 1990 COMBINED AM STEP 3 LEFT TURNS FROM C: TROY WB CONFLICTING FLOWS 567 CRITICAL GAPS 6. 6 CAPH'CIT 410 ACTUAL CAPACITY 396 SUMMARY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY RESERVE LOS AVG DEL (SEC) AVG QUEUE LT FROM B: 67 1079 1013 A 3. 55 0. 07 ALL MOVES FROM C: 67 505 438 A 8. 22 0. 15 CINCH PROGRAw VERSION DATE 4-2q-198G 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 1 of 2) DATE: 09-26-1988 TIME:16: 45: 28 TROY RD/RYE ST 1990 BACKGROUND PM LAST DATASETS LOADED OR SAVED VOLUME=r-t-pm-b GEOMETRICS=ry-tr-ex KEY: A- -B C GENERAL CHARACTERISTICS POPULATION GREATER THAN 250400k--j: NO CONTROLS: FROM C: STOP PREVAILING SPEED: 35 MPH MAIN STREET # OF LANES: 2 LANES MAIN STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: N MINOR STREET LANES APPROACH: C: TROY WB SHARED LEFT AND RIGHT TURN LANE: YES LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS (in seconds) APPROACH A: RYE NB B: RYE SB C: TROY WB LEFTS 0. 00 0.00 0. 00 THRUG 0.00 0. 00 0.00 RIGHTS 0. 00 0. 00 0. 00 APPROACH A: RYE NB B: RYE SE C: TROv WB LT TH RT LT TH RT LT TH RT VOLUME 0 430 20 55 100 0 5 0 110 PHF 0.90 0. 90 0. 90 ADJ VOLUME 0 478 22 61 111 0 6 0 122 PERCENT GRADE 2.00 2. 00 0.00 PASS CAR/HR 0 61 6 0 134 STEP 1 RIGHT TURNS FROM CxTROY WB CONFLICTING FLOWS 489 CRITICAL GAPS 5.7 CAPACITY 602 ACTUAL CAPACITY 602 STEP 2 LEFT TURNS FROM B:RYE SB CONFLICTING FLOWS 500 CRITICAL GAPS 5. 1 CAPACITY 695 CAPACITY USED 9% i- IMPEDANCE FACTOR 0. 95 ACTUAL CAPACITY 695 ZZ 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 2 of 2) DATE: 09-26-1988 TIME: 16: 45: 28 TROY RD/RYE SET 1990 BACKGROUND AM STEP 3 LEFT TURN,--- FROM C: TROY WB CONFLICTING FLOWS 661 CRITICAL GAPS 6. 8 CApACITY 355 ACTUAL. CAFACITY 33 SUMMt:lRY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY RESERVE LOS AVG DEL (SEC) AVG QUEUE LT FROM B: 61 695 634 A 5. 68 0. 10 ALL MOVES FROM C: 141 582 441 A 8. 15 A. 32 C:1 NC.H PROGRAM VERSION DATE 14C;51 HCM - CHARTER 10 UNS I GNAL I ZED - 3 APPROACHES (PAGE 1 Gf 2') DATE.: > -- -1955 TIME: ic: 4a: 4y TRF RT-)rR ,rrE `,T 1 90 COMBINED F'l"i i_F=,T DA. n TS LOADED OR SAVE!) VC1L.LME=R—T—Pl'l—C GEOMETR I CS=R'Y—TR—EX t L GENERAL C.H:`tRi- :TER I ST I E G POPULATION GREATER THAN N-1 iJ,jTR )L.;-n: Fh011 C.: ST R PREVAILING SF°EE F-): 3.5 MF-,H i tP'l I N STREET # OF LANES: 2 LANES MAIN 'STREET APPROACH A — EXCLUSIVE RIGHT TURN LANE: N MINOR STREET L.ANEc-:, AF'F'ROAC•H: C: TROY WD SHARED LEFT AND RIGHT TURD LANE: YES LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS tin seconds) APPROACH A: RYE ND B: RYE SEA C: TROD` Wig LEFTS i)a i) ) C . ()0 0. t)t_) THR S C). 00 i). c_0 i). 00 RIGHTS 0.. 00 i). C)i) t_).(7-)i) A PR,C,AC.H A: RYE NB B: RYE SLR C: TROY WEB LT TH RT LT TH RT LT TH RT VOLUME i) 440 5 55 10C-)i) 10 c_) 110 PHF 0. 90 C). 96 0. 90 ADJ VOLUME i) 459 3-1i 61 1 1 1 11 i) 1 22 PERCENT GRADE 2.00 2. 00 C). i)C) PASS CARiHR 0 61 i 0 134 STEP 1 RIGHT TURNS FROM C: TROY WB CONFLICTING FLOWS 508 CRITICAL GAPS 5. 7 CAPACITY 586 ACTUAL CAPACITY 589 STEP -4, LEFT TURNS FROM D: RYE SS CONFLICTING FLOWS 525 CRITICAL GAPS 5. 1 CAPACITY 674 CAPACITY USED 9% IMPEDANCE FACTOR 0. 95 ACTUAL CAPACITY 674 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 2 of 2) DATE: 09-26- 1988 TIME: 16: 48: 49 TROY RD/RYE GT 1990 COMBINED PM STEP 3 LEFT TURNS FROM CxTROY WB CONFLICTING FLOWS 681 CRITICAL GAPS 6. 8 CAPAC.ITY 344 ACTUAL CAPACITY 325 SUMMARY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY RESERVE LOS AVG DEL (SEC) AVG QUEUE LT FROM B: 61 674 613 A 5. 88 0. 10 ALL MOVES FROM C: 147 551 404 A ,8. 91 0. 36 IkmeF z 3 CINCH PROGRAM VERSION DATE 4-29-198G 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 1 of 2} DATE: 09 1988 TI ME: 09u07: 25 SULLIVAN AVE/TROY RD 1990 BACKGROUND AM LAST DATASETS LOADED OR SAVED VOLUME=T-G-AMB GEOMETRICS=T-G-EX C GENERAL CHARACTERISTICS POPULATION GREATER THAN 250,000: NO CONTROLS: FROM C: STOP FROM C RT LANE: STOP PREVAILING SPEED: 40 MPH MAIN STREET # OF LANES: 2 LANES MAIN STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: N MINOR STREET LANES APPROACH: C: TROY EB SHARED LEFT AND RIGHT TURN LANE: NO LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS (in seconds) APPROACH Ax GULL WB B: SULL EB C: TROY EB LEFTS 0. 00 0. 00 0. 00 THRUS 0. 00 A.00 0.00 RIGHTS 0. 00 0. 00 0. 00 APPROACH A: GULL WB B: GULL EB Cx TROY EB LT TH RT LT TH RT LT TH RT VOLUME 0 755 30 20 330 0 85 0 90 PHF 0. 90 0. 90 0. 90` ADJ VOLUME 0 839 33 22 367 0 94 0 100 PERCENT GRADE 0.00 0. 00 0. 00 PASS CAR/HR 0 24 104 0 110 STEP 1 RIGHT TURNS FROM C:TROY EB CONFLICTING FLOWS 856 CRITICAL GAPS 5. 9 CAPACITY 349 ACTUAL CAPACITY 349 STEP 2 LEFT TURNS FROM BuGULL EB CONFLICTING FLOWS 672 CRITICAL GAPS 5.2 CAPACITY 433 CAPACITY USED 6% IMPEDANCE FACTOR 0. 97 ACTUAL CAPACITY 433 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 2 of 2) DATEx09-23-1988 TIME:09:07: 25 SULLIVAN AVE/TROY RD 1990 BACKGROUND AM STEP 3 LEFT TURNS FROM C: TROY EB CONFLICTING FLOWS 1244 CRITICAL GAPS 7. 1 CAPACITY 120 ACTUAL CAPACITY 116 SUMMARY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY RESERVE LOS AVG DEL (SEC) AVG QUEUE LT FROM B: 24 433 408 A 8. 81 0.06 LT FROM [:104 116 12 E 290. 72 1 .97 RT FROM C:110 349 239 C. 15. 08 0.44 CIN[H PROGRAi,,i VERGION DATE 4-29-1988 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 1 of 2) DATE: 09-23-1 8G TIME: 09: 06x26 5ULLIVAN AVE/TROY RD 1990 COMBINED AM LA.ST DATAS-ETS LOADED OR SAVED VOLUME=T-S-AMC GEOMETRICS=T-S-EX KEY: A- -B C GENERAL i-7HARACTERISTICS POPULATION GREATER THAN 250.000: NO CONTROLS: FROM C: STOP FROM C RT LANE: STOP PREVAILING SPEED: 40 MPH MAIN STREET # OF LANES: 2 LANES MAIN STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: N MINOR STREET LANES- APPROACH: C: TROY EB SHARED LEFT AND RIGHT TURN LANE: NO LARGE RIGHT TUR ' RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS (in seconds) APPROACH A: SULL WB B: SULL EB C: TROY EB LEFTS 0. 00 0. 00 0. 00 THRU5 0. 00 0.00 0. 00 RIGHTS 0. 00 0. 00 0. 00 APPROACH A: GULL WB Bx SULL EB C: TROY EB LT TH RT LT TH RT LT TH RT VOLUME 0 815 45 20 345 0 90 0 90 PHF 0. 90 0. 90 0.90 ADO VOLUME 0 906 50 22 383 0 100 0 100 PERCENT GRADE 0. 00 0. 00 0. 00 PASS CAR/HR 0 24 110 A 110 STEP 1 RIGHT TURNS FROM C:TROY EB CONFLICTING FLOWS 931 CRITICAL GAPS 5. 9 CAPACITY 313 ACTUAL CAPACITY 313 STEP 2 LEFT TURNS FROM B: SULL EB CONFLICTING FLOWS 956 CRITICAL GAPS 5.2 CAPACITY 389 CAPACITY USED 6% IMPEDANCE FACTOR 0. 97 ACTUAL CAPACITY 389 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 2 of 2) DATE: 09-23-1988 TIME: 09:06: 26 SULLIVAN AVE/TROY RD 1990 COMBINED AM STEP 3 LEFT TURNS FROM C: TROY EB CONFLICTING FLOWS 1336 CRITICAL GAFS 7. 1 CAPACITY 101 ACTUAL CAPAC.ITv 98 SUMMARY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY RESERVE LOS AVG DEL (SEC) AVG QUEUE LT FROM B: 24 389 365 B 9. 86 0. 07 LT FROM C:110 98 12 F INFINITE INFINITE RT FROM C:110 313 203 C 17. 6q 0. 54 C i N rH PR±GRf-il-I VERSION r)Ert T E 4-22cr-1'POE 1 y8C HCM - CHAPTER 10 : UNS I GNAL I ZED - APPROACHES (PAGE 1 of 2.) DATE: ,'-P-2., 1'C-(. T I ME.: 01;: +=)4:: 7 SL ILL I',414i AVE/TRO' RD 195 0 BACk*GRO .jND RM LAST DATASETS LOADED OR SAVED VOLUME=T-S-F,MB GEOMETRICS=T-S-Ex i :E`f: A- -r i GENERAL CHARACTER I L)T I CS F OP-UL.AT I ON GREATER THAN 25i;.t)t"f0: NO CONTROLS: FRC+IYf C: STC DP FROM C RT LANE: STOF PREVAILING, SPEED: 40 MPH MAIM STREET # OF LANES: : LANES MAIN STREET APPROACH A -• EXCLUSIVE RIGHT TURN LANE: N MINOR STREET LADIES APPROACH: C: TROY ED SHARES LEFT AND RIGHT TURN LANE: NO LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS (in seconds) APPROACH A: SULL WEB B: SULL ED C: TROY EEC LEFTS i). 00 C). 00 0. 00 T H RU S", 0. 00 0. 0C) i,.C)C) RIGHTS y. )0 C). 00 0.00 APPROACH A: SULL. WS B: SULL EFL C: TROY ED LT TH RT LT TH RT LT TH FT VOLUME 0 540 13 0 7t+ 955 C) 80 0 15 PHF i+. 90 0. 90 0. 90 ADJ VOLUME 0 600f 144 78 1 061 0 89 C+ 17 PERCENT GRADE if. 00 0. 00 0.00 PASS CAR/HR 0 86 98 0 18 STEP 1 RIGHT TURNS FROM C: TROY EEC CONFLICTING FLOWS 672 CRITICAL GAPS 5. c.? CAPACITY 449 ACTUAL. CAPACITY 449 STEP 2 LEFT TURNS FROM B: SULL ED CONFLICTING FLOWS 744 CRITICAL GAPS 5.2 CAPACITY 5077 CAPACITY USED 17% IMPEDANCE FACTOR 0. 89 y ACTUAL CAPACITY 507 1985 HCM — CHAPTER 10 : UNSIGNALIZED — 3 APPROACHES (PAGE 2 of 2) DATE; 09-2,3-1988 TI ME: 09: 04: Z7 SULLIVAN AVE/TROY RD 1990 BACKGROUND PM STEP 3 LEFT TURNS FROM C: TROY EB CONFLICTING FLOWS 1811 CRITICAL GAPS 7. 1 CAPACITY 39 ACTUAL CAPACITY 35 SUMMARY OF LEVEL OF SERVICE BY MOVEMENT MOVEMENT DEMAND CAPACITY REGERVE LOS AVG DEL (SEC) AVG QUEUE LT FROM B: 86 507 421 A 8. 54 0^ 20 LT FROM C: 98 35 63 F , INFINITE INFINITE RT FROM C: 18 449 431 A 8. 36 A. 23 r loev CINC-lH PROGRAM VERSION DATE 4-29-198G 1985 HCM - CHAPTER 10 : UNSIGNALIZED - 3 APPROACHES (PAGE 1 of 2) DATE: 09-23-1988 TI ME: 09:03: 13 SULLIVAN AVE/TROY RD 1990 COMBINED PM LAST DATASETS LOADED OR SAVED VOLUME=T-S-PMC GEOMETRICS=T-S-EX KEY: A- -B C GENERAL CHARACTERISTICS POPULATION GREATER THAN 250,000: NO CONTROLS: FROM C: STOP FROM C RT LANE: STOP' PREVAILING SPEED: 40 MPH MAIN STREET # OF LANES: 2 LANES MAIN STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: N MINOR STREET LANES APPROACH: C: TROY EB SHARED LEFT AND RIGHT TURN LANE: NO LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: NO RIGHT TURN ACCELERATION LANE ON MAJOR: NO SIGHT DISTANCE RESTRICTIONS (in seconds) APPROACH A: SULL WB B: SULL EB Cn TROY EB LEFTS 0. 00 0. 00 0. 00 THRUG 0. 00 0. 00 0.00 RIGHTS Q. 0. 00 A.00 APPROACH A: GULL WB Bx SULL EB C: TROY EB LT TH RT LT TH RT LT TH RT VOLUME 0 555 135 70 1005 0 95 0 25 PHF 0.90 0.90 0.90 ADJ VOLUME 0 617 150 78 1117 0 106 0 17 PERCENT GRADE 0. 00 0. 00 0.00 PASS CAR/HR 0 86 116 0 18 STEP 1 RIGHT TURNS FROM C:TROY EB CONFLICTING FLOWS 692 CRITICAL GAPS 5. 9 CAPACITY 437 ACTUAL CAPACITY 437 STEP 2 LEFT TURNS FROM B:SULL EB CONFLICTING FLOWS 767 CRITICAL GAPS 5. 2 CAPACITY 493 CAPACITY USED 17% IMPEDANCE FACTOR 0. 68 ACTUAL CAPACITY 493 HC-M -• CHAPTER 10 : UNS I GNAL I Z ED - 3 APPROACHES (PAGE 2 o¢ L) T TIME 1•_ SUL.L I VAN AVE/TROY RD 1990 COMBINED FM STEP LEFT TURNS FROM C: TROY EP+ CONFLICTING FLOWS 1966 CRITICAL. GAPS 7. 1 C•AFAG I T 3-1 ACTUAL CAF'AC I TY t:y c-D it jMF;RY OF LEVEL OF SERVICE BY MOVEMENT MOVE1,1IENT DEt"IAND CAPACITY RESERVE LOS AVG DEL i SEC) AVG QUEUE LT FROM Ft: G6 493 408 A 8. 83 0 21 LT FF:GI I C:116 87 F INFINITE INFINITE RT FROM C i Ci 4 41 i 0/ Z 7 D/1Z) RECOMMENDATIONS: In accordance with Section 14-31 1 of the Connecticut General j ( Statutes, as revised ° it is recommended that the State Traffic Commission issue a certificate to Culbro Land Resources Inc. / J.E. Shepard Company for Phase I of the Rye Street Business Park , stating that the operation, thereof , will not imperil the safety of the pubIic, This; recommendation is referenced to the following plans: Roadway Widening, Route 194 and Rye Street" dated September , 1988 by Barkan & Mess Assoc. and revised January 9, 1989 by the Department of Transportatic n' Highway Map, SuIlivan Avenue and John Fitch Boulevard" , sheet No` 1 of 3, dated March 1988 and revised January 9, 1989 by the Department of Transportation. Topographical PIan, Rye Street" dated September 1 , 1987 by Ed LaIly Assoc. and revised January 5, 1989 by Bark-an & Mess Assoc~ This recommendation is based upon the following conditions.- 1 . That the developer equitably participate in the reconstruction of the Route 194 - Rye Street intersection , as shown on the above referenced plans~ The reconstruction is to be complete prior to the opening of Phase I of the Rye Street Business Park. 2. That the developer install a 1raffic control signal at the Route 194 - Rye Street intersection. Upon completion of the installation to the satisfaction of the Department of Transportation , the State will asisume ownership and maintenance responsibilities of the signal and the Town of South Windsor will be responsible for "Ehe electrical energy to operate the signal . Plani:-i for signalization of this location will be approved in a separate report~ That the developer widen Route 194, from Rye Street to the xisting two lane approach to U.S. Route 5, to provi e ane rrangement shown on the above referenced plans. 4' That the developer install and/or revise the signs and pavement markings required by the reconstruction of the Route 194 - Rye Street intersection and the widening of Route 194` as shown on the ` above referenced plans. Upon installation , to thesatisfaction of 4 - the Department of Tr nsportation wtheState i l l maintain all stop bars and the markings on Route 194 and the Town of South WindSor wilI maintain the signs and pavement markings on Rye S. That aIl new pavement markings be preformed plast c. 6' hat the d eveloper construct a 100 foot Iong fuII width extension , ith app opr ate tap r , of ths south bound U. S Route 5 exclusive left turn lanen at the U. S. Route 5 - Route 194 in-_-ersectionv as w o h bove refere,`ced plsan ' 7 th developer instaII and/or revise the signs and pavement markings required by the extension of the south bound U. S. Route 5 ex Iusive left turn lane, _;ks shown on the above referenced plans. 8. That the developer' construct the north and south site access veE-i; onto Rye Street , as shown on the above referenced plans. 9. That the d^eveIoper install and maintain a "Stop" aign, stop gDar And double yellow centerIine on the north and south site access drives, as shown on the above referenced plans. 10. That the developer provide and maintain a clear sight line of 600 feet , in both directions, from the north and south access drives onto Rye Street. The sight 31. ine is to b measured from a point 20 feet back from the projected edge of Rye Street~ 11 . That the developer widen Rye Street to provide for north bound left turn bypass cLApability at buth the north and south site acc*eSs drives , as shown on the ab referenced plans. 12. That al roadway, improvements within the State 's right-of-way be subject to review and approval by the Department of Tran p. prior t the issuance of an encroachment permit by the Dept 's District I Office. 13. That all drainage requirements be subject to review and approval by the Department of Transportation prior to the issuance on an encroachment permit by the Department 's District I Office. 14. Where utilities ii re to be relocated , the u' ilities shall be moved in compliance* wit urrent Department of Transportation policy, and at no cost to the State. 15. That. all signs and pavement 'narkings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways" . 16. That the State Traffic Commission reserves the right to require additional traffic improvements or changes, as deemed necessary, due to the developments traffic in the future. The cost of any additional improvements or hanges shall be borne by the owner of the development. The above conditions were reviewed with Chief Gary Tyler , the Legal Traffic Authority fcn' the Town of E-31outh Windsor , on and he concurred. The above conditions were reviewed with Mr. B. Barkan , he developers authorized representative , on and he concurred. OVIN 84t,14 ny y i Garry K. Ty1w s Chief of Police 1c OSOR.CO v SSoo s Police Services SOUTH WINDSOR POLICE . a CONSTRUCTION REQUIREMENTS Project Title: Shepard Culbro Ind. Sub. 89-01 P Date: January 26, 1989 1. Developer is responsible for the purchase and installation of all street and traffic signs. Any signs on or intersecting with a State Highway must be cleared through the Department of Trans- portation. All signs must be in place before a c.o. is issued. f 2. Developer is responsible for the purchase of all street lighting through Connecticut Light and Power. CUP will install all lighting once they have received payment from the developer and the locations of the lights has been reviewed by the Police Department. All lighting must be in place before a c.o. is issued. 3. Developer will submit three (3) 811 x 11 or 811 by 14 maps of the proposed project to the Police Department for the purpose of identifying and locating all signs. Completed maps will be distributed to the developer, Town Planner and the Police i Department. Any changes in road design will require new maps. i L4. Temporary street signs must be in place as soon as possible and maintained throughout the project. 5. Emergency phone numbers for the duration of the construction i must be provided to the Police Department on a company letter- head. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 6. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. 7. Request that attention be given to the site line on Rye Street, looking north from the proposed street. 151 Sand Hill Rood • South Windsor, Connecticut 06074 (203) 644-2551 i 2- CONSTRUCTION SUGGESTIONS j 1 . Keep all shrubbery low around doors and windows so as to allow an unrestricted view. 2100",2 . Locate business name, if applicable, on the building . 21100, 3 . Backlight business name and address . 4 . Provide lights over all doors . dS . Provide ample lighting of parking areas . 6 . Advise the new owner / purchaser to provide the Police Department with emergency numbers . (Business, Commercial and Industrial property only) . SIGNATURE Sergeant Thomas C. Hart #103 Traffic Service Unit Approved by. Chief G y K. Ty er PLANNING DEPARTMUM IN-HOUSE REFERRAL FORM TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler,/Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# 714-0/i2 Zon Acreage /c)5 , Subdivision X Site Plan Residential No. of Lots/units Commercial Industrial_ Location: u'Ll"q Proj ct Description: Future Town-owned property involved? YesK No a)new streets existing frontage also)_ b)new open space/recreation area active passive_ c)new detention area Planning Department comments P 1 a se let me know by 3 h C7 if you will have comments on this application so that I can follow up with your department when I do a Planning Departm nt report. STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road P.O. Drawer A Wethersfield, Connecticut 06109 January 31 , 1989 Culbro Land Resources/J. E. Sheparde Company Eight Griffin Road North Windsor CT 06095 E=Ep 3 1989 Dear Sir: Subject: Rye Street Business Park - Phase I South Windsor Route 194 Planning & Zoning Commission Town of South Windsor Certificate No. 903 and Traffic Investigation Report No. 132-8810-01 detailing conditions of the Certificate are enclosed. This Certificate is valid upon approval of the development by the Town of South Windsor Planning and Zoning Commission or other responsible municipal agency. 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, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Barkan & Mess Associates South Windsor Planning and Zoning Commission Phone: s STATE OF CONNECTICUT MENSERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of PublicSafesy Commissioner of Motor Veh,cks- Department of Transportation 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 ISSUED January 31 , 1989 CERTIFICATE NO. 903 ISSUED TOCulbro Land Resources/J. E. Shepard Company Eight Griffin Road North Windsor CT 06095 FOR Rye Street Business Park - Phase I Rye Street - Route 194 Town of South Windsor 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 requir-ements 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 SHALL 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 TRA•10 REV 11187 Report By Patrick J. Bush STATE OF CONNECTiCUT DEPARTMENT OF TRANSPORTATION S.T.C.No. 132-8810-01 Date 1/89 TRAFFIC INVESTIGATION Loc.No. Checked By Barbara B. Ri cozz REPORT TO THE a Date to S.T.C.STATE TRAFFIC COMMISSION Date 1/89 TOWN South Wi-mdsor Received By S.T.C. LOCATION Rye Street Date JAN 13 1989 Business Park Rye Street - Route 194 Approved By S.T.C. REQUESTED BY Date ' JAN 18 1% S.M. No. Cul bro Land Resources/ J.E. Shepard Company See Previous S.T.C. Report HOW REQUESTED App. for Certificate No. DATE Sept. 27, 198 Executive Secretary Recommendations In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic Commission issue a certificate to Culbro Land Resources Inc./J.E. Shepard Company for Phase I of the Rye Street Business Park, stating that the operation, thereof, will not imperil the safety of the public. This recommendation is referenced to the following plans: Roadway Widening, Route 194 and Rye Street" dated September, 1988 by Barkan & Mess Assoc. and revised January 9, 1989 by the Department of Transportation. Highway Map, Sullivan Avenue and John Fitch Boulevard", Sheet No. 1 of. 3, dated .March 1988 and revised_ January 9, 1989 by. - the Department of Transportation. Topographical Plan, Rye Street" dated September 1, 1987 by Ed Lally Assoc, and revised January 5, 1989 by Barkan & Mess Assoc. This recommendation is based upon the following conditions: 1. That the developer equitably participate in the recon- struction of the Route 194 - Rye Street intersection, as shown on the above referenced plans. The reconstruction is to be complete prior to the opening of Phase I of the Rye Street Business Park. cY G FFICE OF TRAFFIC ENGINEERING BUREAU OF HIGHWAYS STC No. 132-8810-01 2- Town of South Windsor 2. That the developer install a traffic control signal at the Route 194 - Rye Street intersection. Upon completion of the installation to the satisfaction of the Department of Transportation, the State will assume ownership and maintenance responsibilities of the signal and the Town of South Windsor will be responsible for the electrical energy to operate the signal . Plans for signalization of this location will be approved in a separate report. 3. That the developer widen Route 194, from Rye Street to the existing two lane approach to U.S. Route 5, to provide the lane arrangement shown on the above referenced plans. 4. That the developer install and/or revise the signs and pave- ment markings required by the reconstruction of the Route 194 - Rye Street intersection and the widening of Route 194, as shown on the above referenced plans. Upon installation, to the satisfaction of the Department of Transportation, the State will maintain all stop bars and the pavement mark- ings on Route 194 and the Town of South Windsor will maintain the signs and pavement markings on Rye Street. 5. That all new pavement markings be preformed plastic. 6. That the developer construct a 100 foot long full width exten- sion, with appropriate taper, of the southbound U.S. Route 5 exclusive left turn lane at the U.S. Route 5 Route 194 inter- section, as shown on the above referenced plan. 7. That the developer install and/or revise the signs and pavement markings required by the extension of the southbound U.S. Route 5 exclusive left turn lane, as shown on the above refer- enced plans. 8. That the developer construct the north and south site access drives onto Rye Street, as shown on the above referenced plans. 9. That the developer install and maintain a "Stop" sign, stop bar and double yellow center line on the north and south site access drives, as shown on the above referenced plans. 10. That the developer provide and maintain a clear sight line of 600 feet, in both directions, from the north and south access drives onto Rye Street. The sight line is to be measured from a point 20 feet back from the projected edge of Rye Street. STC No. 132-8810-01 3- Town of' South Windsor 11. That the developer widen Rye Street to provide for northbound left turn bypass capability at both the north and south site access drives, as shown on the above referenced plans. 12. That all roadway improvements within -the State's right-of-way be subject to review and approval by the Department of Trans- portation prior to the issuance of an encroachment permit by the Department's District I Office. 13. That all drainage requirements be subject to review and approval by the Department of Transportation prior to the issuance of an encroachment permit'by'*the Department's District 'I Office. 14. Where utilities are to be relocated, the utilities shall be moved in compliance with current Department of Transpor- tation policy, and at no cost to the State. 15. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual of Uniform Traffic Control Devices for Streets and Highways". - 16. That the State Traffic Commission reserves the right to require additional traffic improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. The above conditions were reviewed with Chief Gary Tyler, the Legal Traffic Authority for the Town of South Windsor, on January 12, 1989 and he concurred. The above conditions were reviewed with Mr. Benedict Barkan, the developer's authorized representative, on January 12, 1989 and he concurred. i REPORT OF FINDINGS RYE STREET BUSINESS PARK PHASE I ROUTE 194/RYE STREET TOWN OF SOUTH WINDSOR I v h SITE DESCRIPTION: s a The proposed Phase I of the Rye Street Business Park will contain t 200,000 square feet of floor space and 425 parking spaces. The primary land use for the development will be light industry and office space. The site is located on the north side of Rye Street approximately 1/4 mile north of Route 194 in the Town of South Windsor. Access to the site will be via two drives onto Rye Street. The development does not have the Town of South Windsor Planning and Zoning approval . SITE ENVIRONS: Rye Street: This is a 24± foot wide bi-directional Town owned roadway with a posted speed limit of 35 mph. Rye Street is a collector type roadway. Rye Street begins at it's intersection with Route 194 and ends just over the East Windsor Town line. Rye Street at it's intersection with Route 194 is stop controlled. Route 194 (Sullivan Avenue): Route 194 is a 30± foot wide bidirectional roadway with a posted speed limit of 40 mph. Route 194 is a primary collector roadway and also serves as a minor arterial connecting U.S. Route 5 with the central area of South Windsor. Route 194 in the area of the development i has a 1988 ADT of 16,000 vehicles. Route 194 begins at it's intersection with U.S. Route 5 and terminates at an intersection with Routes 30, 74 C and Buckland Road. I U.S. Route 5 - Route 194 Intersection: U.S. Route 5 at it's intersection C with Route 194 has two 12 foot wide thru lanes in each direction andQ 12 C foot wide exclusive left turn lanes. The Route 194 leg of the intersection C has two 11 foot wide lanes with one being an exclusive right and the other a combination thru and left lane. The fourth leg of the intersection is a Town owned bi-directional roadway with a one lane approach. The intersection y is controlled by an actuated traffic control signal that currently operates in the U.S. Route 5 computerized signal system. SITE GENERATED TRAFFIC: It is expected that the development will generate approximately 1,600 vehicle trips per day. Two-hundred-ten vehicles (170 enter, 40 exit) in the a.m. peak hour and 190 vehicles (40 enter, 150 exit) in the p.m. peak hour. It is expected the 50% of the site traffic will use Route 194 to access U.S. Route 5 where 25% will travel north and 25% will travel south. Of the remaining traffic, 15% will travel north on Rye Street and 35% will travel east on Route 194 to access Routes 30 & 74. The volumes and directional distributions have been reviewed and aproved by the Bureau of Planning. Report of Findings 2- STC No. 132-8810-01 ACCIDENT EXPERIENCE: A review of the latest three yeAr accident experience for Route 194 in the vicinity of the development revealed no accident pat- terns or trends. However, the intersection of U.S. Route 5 and Route 194 is #1118 on the Department's 1984 - 1986 SLOSSS list. The addition of the developments traffic is not expected to cause further difficulties at this location. The developer will be required to make improvements to this location (extension of southbound left turn lane). This improvement is expected to improve traffic operations at the intersection and may reduce the number of accidents. PROPOSED PROJECTS BY THE DEPARTMENT OF TRANSPORTATION: The Department has no projects planned for this area; however, the Bureau of Planning is currently conducting a corridor study of Route 194 and may recommend future improvements. The Bureau of Planning has been informed of this development, it's generated traffic and the recom- mended improvements. DEVELOPERS RECOMMENDED IMPROVEMENTS: 1. To reconstruct the Route 194 - Rye Street intersection and provide for the new lane arrangement, as shown on the referenced plans. 2. To install a traffic control signal at the Route 194 Rye Street intersection. 3. To construct a 100 foot extension of the southbound U.S. Route 5 exclusive left turn lane at it's intersection with Route 194. 4. To install and/or revise signs and pavement markings as required by the extension of the southbound U.S. Route 5 left turn lane. 5. To construct the two access drives as shown in the referenced plans. 6. To install and maintain a "Stop" sign, stop bar and double yellow center line on both access drives, as shown on the referenced plans. 7. To provide a clear sight line of 600 feet in each direction from both site access drives onto Rye Street. The sight line is to be measuered from a point 20 feet back from the projected edge of Rye Street. Report of Findings 3-STC No. 132-8810-01 OFFICE OF TRAFFIC ENGINEERING RECOMMENDED IMPROVEMENTS: The Office of Traffic Engineering agrees with the items proposed b by the developer and has the following additional recommendations: 1. That the developer widen Route 194 to provide two westbound travel lanes from Rye Street to the existing two lane approach to U.S. Route 5. 2. That the developer widen Rye Street to provide northbound left turn bypass capability at bosh site access drives. 3. That all new pavement markings be preformed plastic. 4. That all roadway improvements within the State's right-of-way be subject to review anJapproval by the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 5. That all drainage requirements be subject to review andapproval by the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 6. Where utilities are to be relocated, they shall be moved in accordance with current DOT policy, and at no cost to the State. 7. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways". 8. That the State Traffic Commission reserves the right to require additional traffic improvements or changes, as deemed necessary, due to the development's traffic in the future. * The cost of any additional improvements or changes shall be borne by the owner of the development. The Office of Traffic Engineering, the Legal Traffic Authority and the developer's authorized representative are all in concurrence with the above. This development does not have planning and zoning approval . 41 S o,cita 7 77.',-, M7.Z7s7: r 7 7;777, k CIVIL ENGINLE-ER e 1-11 PROSPECT HILL ROAD WINDSOR, CONN. 06095 a (203) 688-121, vay 2 35 19C`V9 17! 1 lagqJohnE! Mccahill ivi Zoning/Wet--lands Enforcement Officer So,_;l-) kPlindo-orTownofSouthWindsor 1540 Sullivan .71venue IN Lkh-,' Y%;E1_!_ANDS AGENCY/ Slout'h windsor , CT 06074 CONSERVATION COMMISSION John : in Drenarinq our Army Corps of nainee.---s Permit application, the o-F Ii . owin(7. errors or omissions were rioted on "Grading and Erosion Control ' Sheet #3 : I "Limit 25 Year Flood" line should read "Limit 10 Year Flood" 42 . Heavy line with -.1900-series-Les point numbers should be labeled Limit Inland Wet-- lands" W i P.a-Wall End Structure and Rip-Rap Plunge Pool have leader lines bu-1[_ no 'Labels . 1 . Recently Field Delineated Wetlands soils types are not shown in Alan view. Please refer to the enclosed plan for proper locations . 1 LDimensionsofthe pro-posed Ghannel Armor Structure. These items were accidentally oriiitted on our -plans submitted on Friday A, 9 ,I hope that this clarification letter will eliminate any Cilat will arise when yuu review these plans . If you have any on s please call me . S j IL cl-i e -0' 3 -j JL s Lai. ly coutfi Vdinusor Plaanwg & 4nk .G ammi.s Wu HEPARD C UL BR 0S BUSINESS CENTER CIVIL ENGINEERING DESIGN CALCULATIONS AND SUPPORT DATA PREPARED BY: ED LALLY & ASSOCIATES 111 PROSPECT HILL ROAD WINDSOR CT. 06095 ff ffflfllll r CA lba and associates CIVIL ENGINEER • 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • (203) 688-2413 STORM WATER CALCULATIONS PRE— & POST — DEVELOPMENT CONDITIONS BASIS OF CALCULATIONS PRE—DEVELOPMENT: C = 0 . 20 (AVG. /DENSE GRASS, AS PER "SEELYE" CHART) AREA = 70 . 55 ACRES (AREA SUBJECT TO DEVELOPMENT) tc= 42 MIN : LONGEST RUN OF NATURAL RUNOFF i = VARIES FOR STORM BASED ON to = 42 MIN USING HARTFORD REGION INTENSITY — DURATION CURVES POST DEVELOPMENT: 0 = 0 .55 FOR INDIVIDUAL SITES, BASED UPON 50% COVERAGE: C = . 2( . 50)+ . 9( . 50) = 0 . 55 C = 0 . 45 FOR STRIP ALONG ROAD: APPROXIMATELY 45' WIDE (151PRINT & 30 ' GRASS) C = (15/45') . 9 + (30/45) . 2 = 0 . 43 USE 0 . 45 TO ALLOW FOR. ACCESS DRIVES AREA = 70 .55 ACRES (AREA SUBJECT TO DEVELOPMENT) to = 22 . 3 MIN, AS CALCULATED IN "10 YEAR STORM HYDRAULIC ANALYSIS" TABLES (SEE ATTACHED SUBMISSION) i = VARIES FOR STORM BASED ON t4 = 22 . 3 MIN USING HARTFORD REGION INTENSITY DURATION CURVES i •t.• No. 41 41O 14AL f'16_ isms$ PRE/POST-DEVELOPMENT FLOW SUMMARY PEAK FLOW (CFS) VOLUME (A.F. ) STORM PRE POST PRE POST I_ NCREASE 2 19. 8 69 2 . 78 3 . 50 21 10 29. 6 119 * 4 . 16 5 . 49 24 25 36.7 148 ** 5 . 16 6 . 82 24 50 42 . 3 167 ** 5 . 94 7 .70 23 100 48 .0 178 ** 6. 74 8 . 21 18 ALL STORM VALUES ASSUME A. Constant "C" Value B. "t " is Consistent C. All flow into CB' S and collection pipes is unimpeded (no grate flow-by or overflow causing retention on road) . D. Volume = 90 t,• Qx,A x (measure of,-area under hydrogravh) . DESIGN STORM POST DEVELOPMENT PEAK FLOWS CALCULATED FOR' THESE STORMS ASSUME ALL FLOW PASSES THROUGH SYSTEM WITHOUT IMPEEDMENT -- THIS IS A SIGNIFICANT EXAGGERATION AS WATER WOULD NOT BE ACCEPTED IN PIPES FROM GRATE HYDRAULICS & WATER SURFACE LEVEL IN THE CATCH BASINS . THEREFORE . PEAK FLOWS FOR THE 25 - 100 YEAR STORMS WOULD ACTUALLY BE MUCH LOWER, CLOSER TO THE 10 YEAR PEAK FLOW. STORMWATER VOLUME SHOULD BE USED AS AN INDICATER OF THE PERCENT INCREASE IN RUNOFF GENERATED BY THE PROPOSED DEVELOPMENT* , 00 t o 874 la and associates CIVIL ENGINEER • 111 PROSPECT HILL ROAD WINDSOR, CONN. 06095 (203) 688-241 SILTATION CHAMBER DESIGN CALCULATIONS SEELYE METHOD - FOR 2-YEAR STORM Q = CiA. Q = 69 CFS (from previous calculations) Settling Rate: for 0 . 5 mm sand particle 170 in/min to achieve this a horizontal partical velocity of as close as possible to 1.0 f .p.s . must be used. MIN X-section required: A=Q/V = 69/1 .0 = 69 S.F. Overflow Rate = 900x (settling rate = 170 in/min) 153 ,000 gal/day- per ft2 surface 0 . 24 c. f .s. per ft2 surface Surface Area = .69_c.f,s . 287 . 5 ft2 0 . 24 c.f .s ./ft2 USE 'ROTONDO ST 8x10-16 Septic TAnk Height - 8 ' -0" Width - 10"-0" Length - 29' -10" (interior dimension) X-sectional Area ( subtracting 1 ' -0" depth for silt storage) : 8-1.0) (10) = 70 S.F. O.K. Silt Storage: 29.83 x 10xl)/27 = 11.05 C.Y. O.K. Surface Area 29. 83 x 10) = 298. 3 S.F. O.K. SRjMlth 71 iQ r EoreTE!;• i i ti S TA. t fit/OSTA. OFFSET 0 OFFSET . STAIIGTIJaE TYPE Lsa o 3'}Cl• TOP OF ORATE ELEV: - • a0 d i OUTLET aTA. Y• a.DESIGN W.O. ELEV. 04 .T_ OUTLET T.W. EL.i"! t_iOUTLETEO• o EL 4•EL EL ' LENOTIf t.E110T11 .3 i SLOPE rbi apr .Q9 u INLET 3T—FalSIZECdNI'I OL UTLEj CONTAOt, tiW• Ili he-LS. e Ic SIZE l OUTLET C011TJTOL IIW_Ili fe -LOe nPE A 1Iw IIW Ke 11 d ua TW he LS 11w TYPE •a IIW K` H• d i Tyy I, LOt: —L-- 1_MAZI,5.O • 2.1 q-0 q.O 5. S.$ •G 7.` 7• Oi'1. 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OF 111 Prospect Hill Road CALCULATED BY DATE WINDSOR, CONNECTICUT 06M5 203) 688-2413 CHECKED BY DATE SCALE 5-4......... f.......................... ......... I t...... t iceh. 4 ...... ... -- I......... ACA1 251- 96016000-ve zrna.- 5, 10.I I/ 3.r....................f' tEt:..........y 4i.......... t......: 4. 000fF.......... t.................... 41........,..................................A*..... 411---* I.................... ................ 6,?. IL CLDLrI......... ............ i. ......... .......... ......................................................I..........t.......... 00Z...i.....I................. t.......... ..........1T........ I ..... ............................. I.....................I....................................... ..........................................I........................... ............................... ............................................................................. ..........i.................... 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Q to Inlet a 1A R w Q Q 0 Q ( _ — Grade of Gutter n 0 Cross Slope of o Should or _ Depth of Flow. g N q 1k P at Gutter Gl Q Width of Flow 0 Ui N b ' N 01n 0 O p Bypassing inlet AA Ito Mir, AI Bypassing Inlet o o r ro t` w N N P ` w O 0 ` d \ go Q * r Al Entering Catch T OR jaavc q pajo h? 3I3 Zs3 iZS b8 3Z1t' a q paua rj r Q 4 C(' 0 1 : a old A _ x 1 M f•) 4` _ N It'\ Ul W - - Inlet - O 61 . - ki( i Station an 8 . Time to Inl y Area in Acres I1 ( •) I I I Izz I. al I zl I I I I I Runoff Coefficient T I I• I III INi R1** 1 i a= w ` N N e w- t O• I Sum of Al II it III III ! I I I Total JU Rainf all- IntensityI I I I I I'-% I I N . oa •: oo o - o0a4- O0 , • Q Q to Inlet Gp O ` N Q NIV N R NQ Grade of Gutter n Q p a Cross - Slope of Lb Z Shoulder o Q o Depth of Flow a at Gutter Width of Flow O o Q 0 p ILI Bypassing. inlet LP AI Bypassing Inlet 1 N. I,,- N n M w Q ® IN. O © O T Al Entering Catch Basin 0, aavc q .? a, 4, aa. 4 b4 1. 31 VC1 l1 11 11!!!11!11'I'%lei:%11///%/./s/.// NEI':i1 1 llf il/i%i slllll iV X211111 irk/I/%i!i1iw:C/t%%/%%I,I/I/I.t.lPTJvi/1 ppp ioE io v-c GCi;i!yi%1 M!l0 9 1 1 i E!l 11End111d,1/i/!.WP-Radiwopcic ../I III 1111,11116A O0A1P Ito,IIM 111111 MKiM MIMP%W%r!i/ MEN I/%%/././%/%ttitttm/_iP.Pa%pi!:sP!,C.:%!l1111 M0IF,%/%' it51%%//1!!!!!!11r:s i/,i//;<<!:SUN iiiiiiiilI/.Ii%I f/I i!i/1!!l1 111 11%/% A11EE!!l1E11 asys: pr i/llll 11111111111//1!'/vir li MEN IMIS MMM MMM AVAW../AVrVArAMV.=0ISl.V I! ONE iI//,II—I.A/.Em§Simmil1111u11l111%i///.////I/./11 1 11 1N; ,. 1!l1 111 11!l 1 111bi i . R1 1 1 IIIS!%N : 11111111111!! . IIIIIP I11!l111!!;i;i PP-0;I'PNP w_M11 P-Appo-211PEd P-App0%/Pi vi/11111 1 o.•o%%11111jil 1 CHARACTERISTIC iiroirad muma•••ONO . M11111 E 1in 11 CURVES Muslim, STRAIGHT CROSS SLOPIES 0.015 i11 11r!!! 11 11WITH CURB I11111 1 1111 1111 10 Z s CURVE(is) ' V H s WIDTH(8)cc i 1. 3 Ix F-LENGTH(Lb) _ 2 A! AREA OF CLEAR OPENING IN GRATE LL TO ALLOW FOR CLOGGING DIVIDE P OR e ... ._., . A BY 2 KFORE 09TAINING d. D E CURVE(9)FOR EPTHS OVER GRATEWffHOVfCURBP'2(0+Lb) IA MORE THAN 09 FT092tO• Q 3 4 5 6 r e 9* IS 20rDISCHARGEPERSOUAREF00? OF ti EFFECTI.VEXLEAR OPENING CURVE(A) i 06 t - 0 04 •____ W 0000iF- 71O -000000 ix 3 0 -_• 3.1 o p CtNRWE'W#OR DEPTHS OVERGRATEESSTHANQ8FT. 0.1 OA 02 OS 09 O,S'"0ro9oy10 6 2 3 DISCHARGE PER FOOT OF.EFFECTIVE PERIMETER KWAU OF PU9LIC'ROADS HYDRAULIC CA PACITY OF .G R AT EREVVic. Me INLET IN SUMP 140 , and associates CIVIL ENGINEER • 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 (203) 688-2413 Report of Subsurface Soil Examination Location: Shepard/Culbro Business Center Rye Street South Windsor, .Connecticut Client: Culbro Land Resources, Inc. 8 Gri f fin Road North Windsor, Connecticut 06095 Test Dater May 4, 1989 Proc dur Deep test holes were conducted at various locations on th site to determine subsurface conditions pertinent to road and s.tormwater management design. -The soil. strata and presence of mottles, groundwater, ledge and "unsuitable materials" was noted. Percolation tests were conducted at various locations and depths to estimate the 'hydraulic..capacity of the site's soils to absorb stormwater runoff . Results: Infiltration Rate Soil Profile T st Hol Inches/Minute)""'Depth in Inches) 1 0 - 15 Yellowish brown fine sandy loam subsoil 30 - 72 Light brown fine to medium sand, loose, wet 72 - 144 Gray fine to medium sand, trace silt, dense, wet 15 Mottles 38 Water_ None. • Ledge 2 0 - 15 Topsoil 15 - 40 Fine to medium sand, wet 40 - 126 Fine sand, d nse, wet 27 Mottles 40 Water None Ledge Shepard/Culbro Business Cent r Ry Street May 4. 1989 Pag 2 Results: „ Infiltration Rate Soil Profile T st Hole Inches/Minute) Depth in Inches) 3 - 0 - 17 Topsoil 17 ' - -28 Yel l'ow brown fin sandy loam subsoil 28 - 78 Gray fine sand, medium dense, wet 78 - 138 Medium to coars sand, wet 20 Mottles 44 Water None Ledge 48 Old .wood drainag pipe 4 0 - 12 Topsoil 12 - 21 Yellow brown fin sandy loam subsoil 21 - - 126- Brown fine sand, medium dense, w t 24 Mottles 42 Water None Ledge 126 Gray clayey silt 5 0 - 10 _ Topsoil 10 - 28 Yellow brown fine sandy loam subsoil 28 - 48 Light brown fin sand, loose, dry 2 .0 48 - 90 Brown medium sand, loose, wet 90 - 102 Olive silty clay None Mottles 90 Water None Ledge 6 0 - 14 Topsoil 14 - 27 Yellow brown fine sandy loam subsoil 0.25 27 , 112 Light brown/gray fine sand, som medium sand, trace silt, dense, wet Non Mottles 60 Wat r None Ledge Shepard/Culbro Susin ss Center Ry St re t*: ' * May 4, 1989 Page 3 Results: Infiltration Rate Soil Profile T st Hol Inches/Minute) Depth in Inches) 7 0 - 11 Topsoil 11 - 21 Yellow brown fine sandy loam subsoil 0 .5 21 - 48 Light brown fine to coarse sand, loose, wet 48 - 126 Gray fine sand some very fin sand, trace silt, dense, wet 40 Mottles 41 Water None Ledge 8 0 13' Topsoil 13 - 20 Yellow brown fin sandy loam subsoil 2 .0 20 - 114 Gray/ light brown fine sand, some medium sand, trac silt dense, w t 53 Mottles 55 Water 9 0 - 12 Topsoil 12 - 20 Yellow brown fine sandy loam subsoil 20 - 138 Gray fine to medium sand, trace silt, dense, w t 22 Mottles 33 Water None Ledge. 10 0 12 Topsoil 12 - 23 Yellow brown fine sandy loam subsoil 23 - 84 Light brown m dium sand 84 - 96 Medium to coars sand, some fine to medium gravel 84 Mottles 84 Wat r None Ledge Shepard/Culbr Busin as - Center Ry Str t May 4, 1989 Page 4 R sults: Infiltration Rate Soil Profile Test Hol Inches/Minute) Depth in Inches) 11 0 - 12 Topsoil 12 - 17 Yellow brown fine sandy loam subs it 1 .0 17 - 108 Light brown fin sand None Mottles 168 Water 108 Silty Clay 12 0 - 126 Fine sand, dry, loose. 126 Silty clay JOB ED LALLYX.-ASSOCIATES 123 Prospect Hill Road SHEET NO. OF WINDSOR, CONNECTICUT 06095( 203) GM2413 CALCULATED BY DATE ;5E 112— CHECKED BY DATE SCALE MA... ....... 4. .......... .......... . ...... .......... .. ........ ................... t........... ... ...... ....................................j 4 4 i............4 U .( t t............ owl-A-4iA am . . i............................................................... ...................................... .......... j T.......... 4. .......... .... ..........c?..ej A.EEL- a.._._..._...._... _....:..._...._.. .... ... .... ..0-1 06-4 .......... P.W4 jk4_k ....... 1....................................... ................................ 1 ..._..1_w __. _..._. 04eMeP1 I.... ........................ lop 14L.—..... .... .......... ...... .............. 4.....................t Rp ....... ...... .... .. LE f......................L 0. 77 00. .......... t....................................................... 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E 1 1tIG_.. ».... ........ ..__.... f............ i .._... ».. _ ' ...... 1 1 t.. fi. tol Cis t......... a............ t..._... ..._ i....................... ................._. ».._. «.» __............» _. ».... _»..»..l..»_... t r... f.._._......._.._.......»__ ..._....................t. I:. 1................i............. . 1...i... i 1._...._ ».. ...... I ...... »......» } .._... 1 ..... ..._... ....» i _.. '_...». i ...._ _. »;_..... I .._... ........ ..._..... i I i i i.._........+..__.._.....__._.. .... ....... } ...... r.».._. _..._..._._.»... _....._T_..._. ................................................T......__. ..........................i...... ..i...»4.. f j t. t... t 4 . ?. (.. .. ..... .. 1.. .i.i i I t _...r ;......._. i ....... ! 1 I I t t .... ...... ...... ....... ........ .....i............i...........f.. _.}... ..............j..............1... ...,.—...t It1 t i ...a.... I ..... I ....... i................ I....... ... ..,.` ..... 1......._ I .....,............. r.........,.... l.......«..».......r.....................:............................»...}.........e•».........;............a..........._.. ..: t t I »».. ...... ..» ........ ..... ° ....... .... { .........i —............ A.............i...........».1.....__..i.._.........:.............•.....»......j.. f f . f..... 1 1....... .. ...I.. Noaia 169—MML&vw.s 01411 PLANNING DEPARTNMM IN-HOUSE REFERRAL FORK 4 TO: Karl Reichle, Mike Gantick, Mel Stead, i Richard J. Sartor, Gary Tyler, Fire Marsred Shaw, Lanning, Jim Snow, FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have receiv d plans for the following project:# Zone _T_ Acreage 10 5.7az Subdivision X Site Plan Residential_ No. of Lots/units,Commercial_ Industrial_ Location: Project Description: Y - 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 continents Please lot me know by 6/-°/ Z-) 7 7 if you will have continents on this application so that I can follow up with your d partm nt when I do. a Planning D partment report. f ti '..i'fi i CYtr=-1 Lf1-- 'tee- i(_:-- •. U -:-'t.'- E.r f l r u'/ ;/' L.S1 E`.1r C!?l,w .. iG"+.r i /J emu._. y-'--!!r,. G y j'".' W 1."tt{'r- PLANNING DEPARTMM IN-HOUSE REFERRAL FORK TO: Karl Reichl , Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartori Gary Tyler, Fire Marshall Lanning, Jim Snow, FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zone Acreage 1 S•e Subdivision X Site Plan Residential No. of Lots/units Commercial_ Industrial_ Location: cam' ' 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 OI O 1'i f you will have Please let me know by a comments on this application so that I can follow up with your department when I do a Pl;knn ng Department report. 4 c ON Sf,` U 7,0 0-le S dzo' 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 tipSOR•co AREA COD 203/644-2511 1 June 26, 1989 Dr. Anthony Giorgio y4 Culbro Land Resources, Inc. 8 Griffin Road North Windsor, CT 06095 re: Appl . #89-48P, Shepard/Culbro Business Center Subdivision Rye Street Gentlemen: Please be advised that the public hearing in the above matter has been scheduled for Tuesday, July 11, 1989 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. A sign advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have it posted by Friday, June 30, 1989 . One sign should be placed on the northwesterly side of Rye Street. Signs can be purchased in the Town Hall for $5 . 00 each. Very truly yours, PLANNING .AND ZONING COMMIS ION Al Raymond F. Hal owell, Jr. Chairman cc: L/ PZC File Applicant Engineer M. Banach, Dir. of Planning la and associates CIVIL ENGINEER • 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • (203) 688-24 June 27 , 1989 Mr. Michael J. Gantik, P.E. Director of Public Works JUN 2g 1989TownofSouthWindsor 1540 Sullivan Avenue mouth Winds orsouthWindsor, CT 06074 Planning & Zoning commission Re: Shepard/Culbro Business Center Mr. Gantik: Enclosed, please find the supplemental design data for the above referenced project. With this submission, we believe that we have satisfactorily addressed all items discussed in our June 8 , 1989 meeting. A brief overview of major items is as follows: 1. Phase I drainage is to be permanently routed into the storm drainage system to be installed in Rye Street. The stormwater is to be discharged into the neighboring southerly gully by intercepting an existing culvert under Rye Street. This gully outlets to the Scantic River approximately 3000 ' downstream. 2 . Rye Street is to be reconstructed to proper engineering criteria incorporating the widening previously outlined. This reconstruction extends southerly to the existing gully and northerly to approximately 420 ' beyond the northern-most entrance to the proposed development. 3 . Phase II/III drainage has been redesigned to reflect the smaller collection area due to the permanent rerouting of the Phase I drainage. 4. To evaluate the imact of the proposed discharges on the Scantic River, the "Standard Step Method for Computing Water Surface Elevation" (Ref. C.D.O.T. Drainage Design Manual) was performed using F.I .R.M. (Flood Insurance Rate Map) cross-section data. The Scantic River has been evaluated at the critical bridge section for both pre- and post- development conditions. As was requested in the June 8 meeting, our proposed peak flow was added to the river peak flow (the most extreme, highly conservative case) and all flow from our development for a 100 year storm was assumed to enter the river (the most extreme, highly conservative alternative) . The enclosed calculations verify that no measurable surface elevation change shall be incurred by the Scantic River due to the discharge of flow from our development. This result verifies that no downstream structure shall be adversely impacted, satisfying the criteria set forth at the June 8 meeting to confirm the feasibility of our proposed direct discharge. If you have any questions or require any additional information, please call me. I look forward to seeing you at our meeting on July 6 to review this submission. Sincerely, 4;e - Rodney Morrison Project Engineer Ed Lally & associates 4 h S HEPAR DC ULBRo BUSINESS CENTER CIVIL ENGINEERING DESIGN CALCULATIONS AND SUPPORT DATA SUPPLEMENTAL DATA PREPARED BY: ED LALLY & ASSOCIATES I II PROSPECT HILL ROAD WINDSOR CT. 06095 JUNE 279 1989 C*;p ar Shepard/Culbro Business Center Supplemental Calculations Summary of Enclosed Calculations: 1. Phase I Pre- and Post- Development Peak Flow Calculations. 2. Phase I Storm, Pipe Design Data for the Rye Street Drainage System. 3. Phase I Water Surface Analysis" for the Rye Street Drainage System. 4. Phase I Drainage Area Map. 5. Phase II/III Storm. Drainage Pipe Design Data (revised to reflect removal of Phase I area) . 6. Phase II/III Water Surface Analysis" calculations (revised to reflect new pipe data) . 7. Phase IY/III Stability Analysis at Storm Drainage Outfall" for drop manholes at end of system. 8. Phase I, II/III Outlet Riprap Structure (i.e. plunge pool) . 9. Phase I, II/III "Project Impact on Scantic River" computations detailing effect of proposed discharges on the elevation of Scantic River. O 10 S TA.Dt 6TA., OFFSET /5 C..O OFFSET L e..=-77 78 STRUCTURE TYPE z TOP OF ORATE ELEV. 2' u QESIOtN W.S. ELEV OUTLET 91TA. OUTLET T.W. EL. OUTLET Et_ d" 4• Et. 2. Et..(OeO r 7a 4• 3l, Cc,2 E. rZ.G LEtl0Yt1 I.EHOT11 SLOPE St OPErl72A lilt E OUTLET COIITROL IIW• Ili ap —L9p SIZE 11ILfT OUTLET COUTROI IIW• 11 No—LSO e SIZE Milltlol Colt l Ito d TYPE 11W tlw K It d -`LQ TW ho LS IIW TYPE n IIW K Il d, TW ho l.9 IIW • n-' rt7 G• qr ©r7 Q ''e/ 1 I. 2 I i ' 3 ' L•+ I'a 2.2 G. /) Je ) fli cn 1n STA. 7 OFFSET STA. L T u 5, STRUCTURE TYPE C r 1 OFfeET i 2' TOP OF ORAT"E ELEV. pES1011 W.S. ELEV. Ilk LE110TIt 4 LEIIOTII COOS SLOPE • S SLOPE IIII.ET OUTLET C0IITROL IIW• II t ho—1.90 JIZE CU1111!(>t. I111TI.ET COIITIIOL IIW• 11 ho -LBO QkSIZEC01lTII0t_ 014 x TYPE n IIw IlW Kd It do -s`t TW ao t.•S IIW TYPE l lIW KC 11 do _S TW No 1_9 Ilw 6 oil b — - 1.3 3, 3,y r 3.3 3.3 STA. 72 STA. Off SET 0 L- 0 A OFFSET jr eta ot-7 STRIICTIME TYPE 70 TOP OF ORATE ELEV. 87,0-— OUTLET BTA., Y_ 74 OESIOt1 W.S. ELEV. 2.61 IOUTLETT.W. EL. OD t OUTLET EL 1 — 2 q. 2D•O EL ? — EL.— 4• 4 0 E E LENOTII ct::> l.Et10T1I 2>00 ELOPE ' SI OPE S u V INI ET L9SIZE111LETOUTLETC011TROLIIW• 11 t ho—L90 e SIZE C011111m. ET COIITR IIW• Ili Igo — oC0111•_NOL nPE A 11W IIW Kg 11 dc -`LQ TW ho LO IIW tYfL 11al. IIW K II do a" Q TW ho L9 IIW 1 J. m M C--- n n iq STA. STA. OFFSET C7 OFFBET STRUCTURE TYPE Tor of ORATE ELEV. OE81011 W.S. ELEV.Z l) q E aa o• 1 LEIIOTII LE110TII r Tt SLOPE ELOPE 31VIE I11lT1I OUTLET MIMI- IIW• 11 t n 1. 9El SIZE 1111 ET OUTLET COUTROL IIW 11 h —L9C01IT(10L. CUr1111 clt. o o C TYr'E 11w tL TYPE 1-L •IIW d _ TW h L9 IIWnI11MKd11do _ TW 1 0 1.9 IIW n -- KC 11 0 JOB ED LALLY & ASSOCIATES `f7j4Jk4S6EE4o. 1WI&W OFAUM4W 111 Prospect Hill Road CALCULATED BY ATE (40 12,&WINDSOR, CONNECTICUT 06095 203) 688-2413 CHECKED BY DATE SCALE f.......... ......... .............. ...4..........1.................... ....... .... ...... 9Lb j?,.A)0.I................ . Gad=A t 0.6,Ic A ....... i......... ........................................................................ Vweva..H.71*-10...................... ........ P14442-1 Ohs,01"; A 70 ........ 0" F...... : EA- eir'-pf ......gy pp- TI T 4!;......................IAI:;......2 1.......... ................... ........I I i F T- t........ .................... ........... ..... 0 J........................... .......... ..........4.. ..... e.......... 12 Jr. A 1 0...........................-AGC-C.: t I..........I i4t v . ..... .0...................... ........... 4 f. AA Tig!. ........... I J I...1............ 1. t....................... 4 4......................... t...... ... .....Call J...........i................................t..................... ........ i..................................................... 4.......V 1....... .......................................... it. t.......... T t..................... f......... .. ..... ......... 4 i I I... PMM1 3*4 kv-Gmin M090M.TSOWKMK TOLL FRM WOMM jOB k A,L--C'S I S ED LALLY & ASSOCIATES SHEET NO. OF 2 111 Prospect Hill Road CALCULATED BY a DATE WINDSOR, CONNECTICUT 06095 203) 688-2413 CHECKED BY DATE SCALE al --t i................... .........: .... :.......E............... i..... . ...... ... ... .. ...... .. .........,, i f.....................:..........:.........;......................r........ ..... i................ ......; .. I F"....I......... .... ..k i`i j.........j........... .........:....................>....... ..... .... ..... i........... .... , . w ur..... .......... ...... C. I i t.........,.........a.........j.......... ...... ,........ .......1....... 1..........,. ...... I f I..........t a t...........:............................... ........a...........,......... ...........;...........j...................1:....... l i.........,..... . I I I i I ij...........y..........{.................................:........................................,...........•..........;........ ............a........................ , .......a........................... ................. , .... ...... I.-... ...... ...... ..... t J...........{.....................:....................r............... ,................ ..,. . .... .......,. . .,.......:......,, ... ... .. w... .. ,..... , ............. ...... I rw 1\ t1............:... .....1.. ......... ........... .. .. : .....,....T"... .... ,,1 -:. -........' f..'r......... s' .........,. T1 .;.........:..... ... . .;... a t s1 e.o....... .. . .! c'4-....... c»a 1ti1........1 1`` +! 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E........ ........i........ i ........:.....................}....... ..........I ........!........ ........j...........j..................................1..........t...........J..........j...........'...........;.......... .. tt }..I I i i.. ..i.. ..... ..... i....... {................... i ..... « ...... ........{.................. iJ..........:........................................... :........................ ....I........:. .......I......... .... ;....... .... < ... .. . MIOOIK.T3164 Yhr—ftimYaIM.TsOfftMM TOLL FAMIMFP9 M Data for .GULBROfSHEPARU BUSINESS GENTER Page 1 Prepay d by ED LAILY RMO ASSOCIATES 23 JUN 89 HvdroCAQ rev. 12/27/88 (c ) 1986 Applied Microcomputer Sveteaa REACH 9 DISCHARGE GULLEY AT SCRNTIC RIVER 10 n . 07 - 09 08 4 AT oh GH At.IC E 1 I P+4 n.dt-:M 1 n t scAtsA.ac a(+ v 0S z e4 a Q . 03 150 ' x . l ' CHANNEL 02 SIDE SLOPE= 3 01 n= . 01 L=550 ' S= . 003 D M m N V (D N N N N DISCHRRGE Ms ) STA. 3 S3 _ STA. OFFSET OFFSET s' 69 STRUCTURE TYPE T G A o TOP OF ORATE ELEV. fig'3d- P u • d, ao OUTLET ITA. f Y. 2• DES1011 W.S. ELEV. OUTLET T.W. EL. OUTLET EL ad• 1---- EL LENOTII LEIIGTII SLOPE •O St OPE O u M IIJLET lilt E SIZE OUTLE COIJTAOL IIW• Ili Ao-LSO e SIZE it OUTLET CONTROL IIW• liras-LSO a tt COljYh0L TYPE Iw IIW •KQ If d -ELQ TW Ao LS IIW TYPE 11 IIW K4 11 d -S TW ho LS NW I fT'1 2 !, 5: 1,2 2.b 34 5 b, 4`F G,4 t2 2,3 10.9 .S' 9-;I 2,t ,0 n S TA.zt STA. S d OFFSET uc) uOFFSETSTH44' STRUCTURE TYPE TOP Of ORATE ELEV. OESIOII W3. ELEV. ' 04 .__ I otz EL E bo AEIJ0T11 ) LEIJOTII 1f SLOPE d 6l.0PE SIZE ILET fill ET' 101JT110L PUTLET COIJTAOL •Ilw• 11 t 1 0-LSO :k SIZE c0 ItltM. OUTLET CONTROL IIW• III ka -LSO k AlTYPE IIW 11W. Ka '11 de TW he LS IIW 5C TYPE IIW' •IIW KC it de -E Q• TW Ao LS IIW 5 c 0 2 2.3 ti..9 ,s q-, 24 r3, --- 3. 2, .lo (P,9' 2 2 3 !o` S .I 2,9 3, — 3,0 2,8 q-•810,9 ' STA• 6T . vo IDt O OFFSET R o v OFFSET - 4 P STRUCTURE TYPE x . TOP OF ORATE ELEV. 7• mil— rr o ; OUTLET II TA. '`' 7 OESION W.S. ELEV.6 t OUTLET Tw. EL. w 1 L , OUTLET EL r. Q 4@— EL Cis ELLt LENOTII Ct CA LENOTII SLOPE 00 bi OPE t11LESIZECO_ttl"140 ounET couTROL IIW• If i No-LSO a SIZE Cf 11lli)1. OUTLET CONTROL Ilw• Ilt ho'-I-So M TYPE fI IIW KQ If de -£tQ Tw ho l.3 IIW TYPE n 11. •IIW K 11 d• d-bie Yw I'o LS!-L_ 315 IT a cn• 70 A s TA. o+ 2-0 f--iSTA. OFFSET 3 I-• OFFSET M U 1InSTIicTn E TYPE 3, TOP OF ORATE ELEV. 2, 3 s. GpC.s O DESI011 W.S. ELEV. g. Co 1•Z. Z • 4• EI. 2:2o Co212y 4• -Q , Ce E 2, Q Z•!.? (nEt.. E LENOTII_ cn I;EIIoTIi 48 SLOPE . 00P r SLOPE 11tE 111LET L T COIITROL IIW• II1 -LS JIZE 1111 ET*CO ITpOI• o o CollI ItM. LET COIITnO IIW• Il i t+o -LS• k11w• TYPE :0 tIW• K 'N do - TW ho s IIW TYPE o IIT- IIW KC 11 do -b Q. TW ho Ls IiW 1./'G • ' "l.+ 1 1 r4 Lt V 31 r 0r r t ' ` ' r 1 i Q + r 1`Q ' r 5 1 STA. W 755 _ STA. OFFSET - 13 A OFFSET STRUCTURE TYPE x TOP OF ORATE ELEV.. OUTLET STA. • T. ,q' OES1O11 W.S. ELEV. OUTLET T.W. EL.k4 oq -OUTLET EL. 1 l A 3 EL • 4•V, Os E •a' LENOTH 1422_LEH0TII 124 SLOPE `SLOPE ( u INLET 1141 ETSIZEOUTLEcolJTnoLIlw• Iti LS SIZE 1Tl.EY COIJTnOL IIW• Ili t LS tGON17401. r e Cfilll itt1l.v E 1) TVPE ilw IIw IKg It de -`-LQ Tw ho Ls IIW TYPE a 11 1. •IIW K. Ii d -Sty Tw Mo LS tIW v —t-- f_1 oc i• i -, t. — — 5; , ? .7 fO .5 b12 1,0: , .-1 G. , !P !o Tl n iq STA. STA. OFFSET >-- Lr 7 OFFSET STnUcTIlnE TYPE L r l t74,2Co. TOP OF onATE ELEV. 7 OE81O11 W.S. ELEV. MZd CeZ.V IfL 1 E ,8 ( o T LEIIOTII__ LENOTII SLOPE t 61.APE 3 312E IIII.ET _ Ql1TLET OL COIJTROL IIW• 11 t L JIZE 1111 ET'Co11T11CL conllgx. CMITLET colJTnoL 11w• If ill -LS° k TYPE 11w Hw Ka •II do Tw h° 1.3 11w . TYPE IIw KC It d° -S Q• TW It Li IIw• 5=Y 31 g — — l• ,.L ,1 ` to-7 ail , S , — — L 7 , p (. L,G ' z D k).A%( STA. sT 0 OFFSE O o OFFSET 13 — _ STA ICTuAE PE i io x TOP OF ORATE ELEV. g C u a• s OUTLET STA. W. 3 aES1011 W.S. ELEV. OUTLET T.W. EL. 1 A OUTLET EL. '$j l 4•167 EL — \EL-07-00'q• JI .'i LENGTH 2 HOT11 SLOPE ' - 6I OPE C90 u IIIIET lilt ET iSIZECOIJTh01. Er Co11T Itw• 11f ho-Ls° a SIZE OUTMIAhol. LET C011TA IIW•11f h L9 I ri' npE IIW 1IW KQ 11 d -£LQ TW h° L3 IIW TYPE n 1l K• .IIW K 11' d° d-SLl TW ho L] IIW fix — 11 I' o , 3,z 's fa.` 1,2 G 1,2 f ,ea cn I--o STA. 1 t oft S TA. 1 OFFSET T i T r2- OFFSET ( R STRUCTURE TYPE TOP OF ORATE-ELEV.o 1 aE81011 WS. ELEV. i1 Z 5, M4, oto o. Q= a• 2q 2 . EL" EI_?D cli LE110T11 LENOTH 14 a SLOPE d0 SLOPE INLETSIZE LET CONTn IIW• If t LS SIZE fill ET*CO ITnoL C0111 it rx._ . nIIT1.ET calTnoL 1Iw• 111 h° -LS° C k TYPE tw Kd. 'Itd° - TW #° LS 11W TYPE n w IIW KC 11 de -E}Q• TW Ao lS IIWIZr12 STA.— OFFSETSTA. OFFSET 1 2 g STRUCTURE TYPE x 2' TOP OF ORATE ELEV. u, 414+ (o 7& AR DESIO11 W.S. ELEV.OUTLET eTA. Y. T 7•S' •T_c- c OUTLET T.W. EL. OUTLET EL a EL V EL 6 4• r 7 EL-72r EL 7 LENOTII I LENGTH SLOPE d 61OPE INLET lilt ETSIZEOUTLETCOUTnot_ IIW• 111 ho-LSO a SIZE OUTLET collTnol, Ilw• H-1 ho -LSO 1cOiJl'hoL CGI11 IiU1. TYPE IJw IJW KQ It de TW he LS IIW TYPE a 11 1. •IIW K,.. it' dc TW Ao LS IN x — me Vol r'-- S I1 1 71 55 5. cn n sn t'S TA. 2 STA.. 2-2 " OFFSET OFFeET 0 3TRUCTURE TYPE TOP of ORATE ELEV. 4• t OESIOII W.S. ELEV. J( Z s 0. 1 u 4• I 5 (oa — E 7.8r cn Y LENOTII 'L`S LENOTII 2 SLOPE L U©9 SLOPE S SIZE UILET QUTLET cOIJTROL •IIW It t 1 L3 SIZE IIJl ET* coIJTPIOL, co1f1P1cx OUTLET CO11TnOt. Ilw• Ili be -LSO t'k lwTYPEpIIWIIW• Ka 'II de !j TW No L3 IIW . TYPE I •IIW KC 11 de - Q• TW Ao LS IIW, fi o z.Z , a •3 4,1 ,4 ate ,2 a , 1. — — AA 44 IdI g• -4 z-• apt STA.STA. OFFSET O ST TIME TYPE xOFFSET l"- eN ••j• TOP OF ORATE ELEV. u •F 0 LESION V.S. ELEV.OUTLET aT. 22+ 'T T_ OUTLET T.W. EL. 11 OUTLET EL l 14 EL14A .EL 4• LENOTII 123 LENGTH SLOPE t co!;; o 61-OPE INLET. lilt ETSIZEOUTLETCONTROL1IW• 111 No..—LS SIZE OUTLET COIITROL IIW• Ii f h L9 1 COtll•i OL o o e CfiNl Itt)I. d o o E_IIW liQ TYPE t+ 1 W , SIBPE11WKe11d TW Ao LS IIW 1 It,.. 11' do TW bo LS Ilw Fri i 10 rl c STA. STA. OFFSET OFFSET BTRUCTIIRE TYPE TOP OF ORATE ELEV. t DE61011 W.S. ELEV. cr 4• El.• 0• EL EL LEIIOTII LE.IIOTII f SLOPE SLOPE SIZE coit T OUTLET COIITROL •IIW• 11 t be-LSO SIZE 1111 ET' COM I . OUTLET coflTnoL 1Iw• Il i Mo -L!o CkC TYPE A IIW• 11W• Kr •11 do TW be L] IIW TYPE A 1 •IIW KC 11 do -S Q• TW he L! IIw STA. STA. OFFSET 3 OFFSET 13'Cam' STRt1CTURE TYPE x2TOPOFORATEELEV. rpi, • OUTLET STA. T2 Y OESI011 W.S. ELEV. OUTLET T.W. EL. zo 11 i OUTLET EL. Et. 4s — EL qb 4• 1 9 El.,4' EL 0 LE)NOTII LEIIOTII 1 1 1 SLOPE St OPE_b S u Jt ETSIZENT111LETROLCfilJlllOUTLETCOIJT-ROL IIW o Ili bo—LSo ItaSIZE l)l. OUTLET CONTROL IIW+ Ili ho —LSoCO a > M TWE 1fW IIW KQ It d -Q TW Ao LS !iW TYPE n 1t W •IIW K` 11' d -S TW bo LS IIW . — r M A q, ( ((Q ' Ir(o mto 12 14. Co 4.7 4-1 cn r- r STA. STA. tZC9d OFFSET 13 n OFFSET 13 fz 3TRUCTIIRE TYPE 3S fr] u•" A TOP OF ORATE ELEV. loop— S. Coo DES1011 w S. ELEV.'' o. Q 2 l.. fit. 2 q• G1 -: EL• S E 25 to r S LEIIOTII )40 LEIJOTII SLOPE 61 APE ' CS MILET lilt ET*SIZE C_OsIT1101. PUTLET COt1TROl. 'IIW !1 t t•o—l.So SIZE CUt111 J11, DIJTLET ' CONTROL IIW• If t Ao —LSo C k TYt'E A 11w IlW• Kr ''ll do TW Ao LS IIW TYPE 0 ! IIW me it do TW he LS 11W s r/ j1 4 may/ (/ A — oSTA. 6TA. U OFFSET OFFSET 3 12 STRUCTURE TYPE 7 TOP OF ORATE ELEV. u ouTLET IITA•Jt' IG. OESIOII W.3. ELEV OUTLET T.W. EL. OUTLET EL_ 2I; i q• EL-72. 64 q• gL 3 EL 7EL LEIIOTII 12 LENOTII SLOPE O5 SLOPE SIZE CO,i1t1oL OUTLET CONTROL• IIW• Iltbo-LSD e SIZE ill ET OUTLET COIITROL IIW• If be -L3D - fi TYPE a i1w IIW. KQ 11 d -fLQ TW ho L3 NW TYPE n 11 IIW K 11' do -Aid TW bQ L3 IIW IZ 1.0 1-5 ,C5 i• 3, !o ,tA ,D 0(2 — — 4. . P 1 as m cn C- In 1'S TA.2- ` STA. OFFSET OFFSET STRUCTURE TYPE TOP OF ORATE ELEV.a OEe OII W.S. ELEV. Et_ U) LEIIOTII' I`r',Z LEIJOTII SLOPE ELOPE SIZE CO,ITIOL pUTLET COIITROL 'IIW• If f be-LSD JIZE IIII ET* OUTLET COIITAOL IIW If b LS -CUt ll( o - o Ck TYPE A Il w• IIW• Ke 'If do TW hD 1.3 IIW ; T YPE aA . IW •IIW KC 11 d — Q•' TW h L3D l` o IIW oil -- — , — — ;, 3,q . g JoB Q G . ED LALLY & ASSOCIATES SHEET NO. OF 111 Prospect Hill Road CALCULATED BY r ` DATE v_ • WINDSOR, CONNECTICUT 06095 203) 688-2413 CHECKED BY DATE SCALE u. i i.. 1........... i................. l ...... ..... ' J ............. .. .. ... ...... ...... ........ i .... ..... ....... ..... e , ... ...,.......}......... y........ a I.........:............................................q........... ... a w.. .......... .... 40../.... ... ..... ......I. {. . 1... i...... f.. j... j t f i l.. j..........i....................}......................4..........1.....................;...........f...........j...........}........... ...... ...... i......... ............ .................... ..... j........... I............ I q..........q.......... s+ }-.......t 0.. ..... t ................., ............, ........... j' II{!} I.............................................................: j! iI= Ii I...................................... t......::jIII I JI........ . T:!IIj*! IIfj. l.. t..........{i! 4{ jti..........'..lJI... ' I iI! j TfjiII IjfIlI' i 1jtjII i, I' fIi ' itIJi a..... jfIIj r r.......................}. 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Room i... ... i.......... .. ........ t .................' ... . ......... ii... .... ........;..........4................. ...... j...................... ..I..Y .... t .................. ..........:..........i...... i. ...............I.........I......... j...........l.......... f...........I............ i!.......... . 1....... j I...........tI ti..........r........ -Ifj 4........,.......... f... I WMW M b .A}MM Ora 1M.ToOWN MM TOLLFNM 4*M MO JOB s d ED LALLY & ASSOCIATES SHEET NO. OF L 111 Prospect Hill Road CALCULATED BY • ` DATE V + 9 WINDSOR, CONNECTICUT 06M5 203) 688-2413 CHECKED BY DATE SCALE 1 .. I ...... fV f........... ........ .................... ...................... ............... i ! I i i i i.................l.r.........t..... .. ................... ........ i.I.. 1.,2....... S, C... . .. .... I ...... t ;!..........,...... .....j. ' ...... ..... ..... 2,0j..........000.Z. ................ . ! .. ...... ....,...... .... .......s.........s........ i i.........j...................................'.....................b..........j...........,...........,................................L.......... .... , .... .,................. ...... ..... ........ ... ............ .................. ........................... 4 v, n.. ..... a. . ...... i..................... J.Y r.........,.... t.. .....}..........:........ ... .:....... i 4...... ...... , ..... a.......... 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I P'INMI=I Y GMM M nOM TOOiir MM TOLLN@ 4Oa7OM z A-I,&*-,d/ JOB ED LALLY & ASSOCIATES SHEET NO. OF 111 Prospect Hill Road CALCULATED BY DATE 2 r WINDSOR, CONNECTICUT 06095 203) "8.2413 CHECKED BY DATE SCALE t ; i I i t ! f.......... :..........i. j ti ..... WWI.,...... ....... ;.......... . ..........i...........i...... ...t.................. i r i. . I. ! ,/,....... . j. 1......... .......................... i ......l..... ..;......t 1. t t j...........t..........t...... ,......................... .......... M./-~ ice w. 4 i I! 34... 1........... 4........ ...... ........A....... ...t.......... I. I t..........!. I. 1..... 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PPAOOLICT354%v-&SIK1AWrA".T,-0 FAVIET011 FM14*a&= M sE44 co O C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 soR•co' AREA CODE 203/644-2511 June 30, 1989 Dr. Anthony Giorgio Culbro Land Resources, Inc. 8 Griffin Road North Windsor, CT 06095 re: Appl . #89-48P, Shepard/Culbro Business Center Subdivision Rye Street Gentlemen: Please be advised that the public hearing in the above matter has been scheduled for Tuesday, July 18, 1989 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. A sign advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have it posted by Friday, July 7, 1989 . One sign should be placed on the northwesterly side of Rye Street. Signs can be purchased in the Town Hall for $5 .00 each. Very truly yours, PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. Chairman cc: PZC File Applicant Engineer M. Banach, Dir.. of Planning tow" sEt 0 r w Gary K. Tyler s e Chief of Police OR•CO Police Services June 30, 1989 Mr. George Russell Northeast Utilities King Street Enfield, Connecticut 06082 Dear Mr. Russell , Per a conversation with Mr. Hal Clisby of your Company, I am recommending the following street light plan; Project: Shepard/Culbro Rye Street South Windsor, Ct. 06074 1 . Install underground cable for street lights located on Enterprise Boulevard/International Way. 2. Charge the contractor for the street lights that are required for each driveway, including lights required for the intersections of Rye Street/Enterprise Boulevard/ International Way. 3. When driveways are constructed and located, CL&P will then install the light at it ' s proper location. If you have any questions , please call at your convenience. Very truly yours, Gary K. Tyler Chief of Police By: Sergeant Thomas C. Hart #103 Traffic Services cc: Ed Lally & Assoc. Marsha Banach file TH/ma 151 Sand Hill Rood • South Windsor, Connecticut 06074 • (203) 644-2551 From gantic Fri Jul 7 16:29 EDT 1989 To: banach Message-id: <SWIN1 . 126 . 17443. 615846556@SWINI .QMAIL> Subject: Culbro Reply-To: SWIN1 .gantic Type: Document Priority: Regular Security: None Classification: lstclass Full-name: Gantick, Michael Met with the Culbro people on 7/6 . They had a few items to touch up but basically the plans are in good shape. Therefore ther are no engineering comments outstanding. y T-0 o-P S V&U&oto C V s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•CO AREA CODE 203 644-2511 July 11, 1989 Culbro Land Resources, Inc. 8 Griffin Road North Windsor, CT 06095 rl Dear Madam/Sir. I r Application #8 16 lot subdivision located on Rye Street South Windsor At the July 10, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #89-01P - IWA/CC permit for a 16 lot subdivision located northwesterly of Rye Street, South Windsor, I zone as shown on plans prepared Ed Lally Associates, 123 Prospect Hill Road, Windsor, CT dated 10/24/88, revised 1/9/89, 5/5/891 6/28/89 . The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets Grading and Erosion Control Plans 1-9 and sheet titled Erosion Control Details with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval 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 . We recommend a bond in the amount of $20,000. to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 5 . The permit is valid for one year and shall expire on July 10, 1990 . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans. Very truly yours, r John M. Moran, Jr. Chairman Inland Wetlands Agency/ Conservation Commission JJMJr. /pmm Enclosure cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning John R. Collins, Chief Building Official Raymond Hallowell, Chairman, Planning & Zoning Ed Lally and Associates, 111 Propect Hill Road, Windsor, CT 06095 Tim Shepard, J.E. Shepard Company, P.O. Box 415, East Windsor Hill, CT 06028 0 K. Tjrfequ s Chief of Police e coN, v RECEIVEDPoliceServices JUL 13 1%9 July 12, 1989 RL WINDSOR P 1NINQ IVMF , ED Lally and Associates 111 Prospect Hill Road b`-- Windsor*, Connecticut 06095 Dear Sir, Re: Request from Rodney Morrison Shepard/Culbro Business Center Please install the following traffic control devices in the "Shepard/Culbro Business Center" . Install Stop Sign (2B-4) R1-1 at the following locations: 1.Install Stop sign at the north intersection of Enterprise Boulevard and Rye Street. 2. Install Stop Sign at the south intersection of Enterprise Boulevard and Rye Street. 3.Install Stop Sign at the intersection of International Way and Enterprise Boulevard. Locate signs on attached map for placement,color red dot. Install Speed Limit Sign(2B-10) R2-1 at the following locations: (25MPH) 1.Install Speed limit sign 25MPH,100 feet west of Rye Street on the north side of Enterprise Boulevard(north driveway from Rye Street) . 2.Install Speed limit sign 25 MPH, 100 feet west of Rye Street on north side of Enterprise Boulevard(south driveway from Rye Street) . 3.Install speed limit sign 25 MPH, 100 feet west of Enterprise Boulevard on the north side of International Way. Locate signs on attached map with blue dot. Install Warning signs Side Road Sign (2C-12) at the following locations: 1.Install Side Road Sign on West side of Rye Street 200 feet north of Enterprise Boulevard(north driveway from Rye Street) . 2.Install Side Road Sign on west side of Rye Street 150 feet north of Enterprise Boulevard(south driveway from Rye Street) . 3.Install Side Road Sign on east side of Rye Street 200 feet south of Enterprise Boulevard(south drivway from Rye Street) . 4. Install Side Road Sign on east side of Rye Street 150 feet south of Enterprise Boulevard(north driveway from Rye Street) . Locate signs on attached map with orange dot. Install Warning Sign Curve(2C-5) at the following locations. 1.Install Curve Sign on north side of Enterprise Boulevard 200 feet west of left hand curve. , 2.Install Curve Sign on north side of Enterprise Boulevard 150 feet west of right hand curve. Locate signs on attached map with orange dot. 151 Sand Hill Road • South Windsor, Connecticut 06074 • (203) 644-2551 ft Pavement Markings (Stop Bars) shall be painted at all stop sign placements. If you have any questions, please call at your convenience. Very truly yours, Gary K. Tyler Chief of Police By: Sergeant Thomas C. Hart #103 Traffic Services cc; Marsha Banach Town Planner file SHEPARD-CULBRO SUBDIVISION 1 . Request for subdivision of 16 lots on 106 acres in the industrial zone. The property has about 1600 feet of existing frontage on Rye Street. Lot sizes are generous, with the smallest lot at just---under 9 acres . All lots appear to conform to our zoning and subdivision regulations . 2.Approximately 3700 feet of new roads is proposed, with a request for a 1000tcul de sac in accordance with section 2.5.e. 1 of the subdivision regulations. You have copies of this new amendment in front of you to check the criteria for cul-de-sac length waiver withkfhe information provided by the applicant. It is our opinion that the cul-de-sac length is justified. 3 . The development is proposed in three phases, with 4 lots in the Phase I, 7 lots in Phase II, and 5 lots in Phase III . The 4 lots in Phase I will not involv4e new town road construqi)Con, but will instead be served by private driveways built within the the future roadway. The Phase I lots all have sufficient frontage on Rye Street; and no lots will have driveways directly on Rye Street. 4 . Public sewer and water are available. Water P011ution Control Authority approval is required. The Supt of Pollution Control requests that slopes of pipes be indicated on plans and that the 20' sewer right of way should be in favor of the Town. Property owners will be responsible for the maintenance of the 4" sanitary force main that services their property perpendicular to the force main in the street. 5 . There are regulated wetlands on the site. The IWA/CC has approved this application with a $20,000 bond and no unusual approval conditions . 6 . Site-generated traffic is an important consideration with this application. The traffic engineer has estimated that 3,000 vehicles will visit the site on a weekday. 50% of the traffic is expected to approacj the site form Rte 5 via Rye Street; and 45% of the traffic will approach the site from Sullivan Ave via Troy Road. The intersection of Rye Street will be reconstructed to form a more nearly right-angle intersection with an exclusive left-turn lane, by both the developers of John Fitch Industrial Park and this applicant. A new traffic light will be installed at the intersection by this developer, which will be owned and maintained by the State. Other conditions of the appYitant's State Traffic Commiss sion permit for Phase I, which was obtained in January, includf q lengthening the left-turn lane on Rte 5, widening on Sullivan Ave. between Rye Street and Route 5, and e-5 sight lines of 600 ft in each direction from the access drives on Rye Street. One location which has not been adressed but which will need to be adressed with Phase II and III, ifs the intersection of Troy Road and Sullivan Ave. The applicant's traffic report indicates that about 380 site-generated vehicles will turn left from Troy Road onto Sullivan Ave during the PM peak hour, compared to about 15 vehicles making the same turning movement in 1997 without this industrial park. A level of service of E for that left-turn is anticipated without development of this site; a level of service of F is predicted by the applicant's traffic engineer with full site development. Similarily, the level of service for vehicles making a left turn from Troy Road onto Rye Street will drop from A to F for the AM peak hour and from A to E for the PM peak hour. Thus it would seem appropriate that these two intersections be considered for signalization or other appropriate traffic control techniques to off-set impacts from the proposed developmet. Widening of Rye Street in the vicinity of the site is also proposed. The widening will necessitate removal of several large trees on the north side of Rye Street. The Town's Tree Warden has indicated that the trees should be removed due to their poor condition. 7 . The plans include an open space parcel wrmewd which appears to be in excess of 20 acres along the Scantic River. The open space land abuts Land Trust property and would be a welcomme addition to the Scantic River Linear Park which the STATE DEP has been pursuing. If this application is approved we do need an exact acreage and a survey closure line, so that the property boundary is not dependent upon a changing river. Access to the open space is provided via a 30' ROW. B .Applicant proposes to provide a walking/jogging trail in leiu of sidewalks within the street ROW. This would provide an alternative tok he emplyees for walking at lunch and during breaks, and would" enhance the park-like setting which is planned. If this app]4cation is approved, the planning department and engineering department have no other requested modifications . July 15, 1989 Dear South Windsor Planning & Zoning Commissioner , This letter is pertaining to the application before you by the Sh pard/Cu l bra Business Center located on Rye Street . I have been a South Windsor resident for over 30 years and it saddens me to think that someday soon this beautiful land where vegetables flourished, trees stood tall and deer roamed will , eventually become another Industrial site . I am very concerned about Industrial pollution , our wetlands, animal habitats, traffic , and the safety of our children in the town I love . This proposed Industrial Park is near my home as well as the hom s of hundreds of other residents of South Windsor . In your consideration of this application , some serious questions must be answered. 1 . ) What assurances, if any, can be given that Industrial smokestacks, such as those of the S. Windsor Metallurgical already located on Rye Street , won' t be built now or in the future on this site? 2. ) What is the projected increase in traffic? What will be the percentages of vehicle traffic classified as passenger vehicles, straight body trucks, trailer trucks, or vehicles hauling any hazardous materials in and out of the Industrial Park . As you recall , we went to court to enforce a heavy truck ban on Rye Street not too long ago. 3. ) Gold-collar workers or small warehouses? The Shepard/Culbro Business Center , according to their previous comments, was to be a workplace for , as they put i t , "gold-collar" workers. Now we are informed that there will be some "small warehouses" . WHAT IS REALLY GOING IN THERE?? 4. ) Since this project has gotten approval from the Inland Wetlands/Conservation Commission , which had to include a permit from the Dept . of Environmental Protection to drain the property into the Scantic River , how do we continue to monitor this drainage to the river? Will the town staff do it periodically, will the State do it , or must the residents of the area be the watchdogs in the event of any violations? I wonder why my area is really getting the business. Other areas of Town have kept out the Mall , others kept Gerber from expanding in South Windsor . Maybe , if there is no plan and commitment by the Shepard/Culbro Business Center as to the theme of their project , it is time for me to obtain the services of a lawyer to protect my family in regards to this endeavor . I am for commercial developement and the bringing of tax dollars and services into South Windsor but not at the expense of my family's health and safety. I do not want the Rye Street area to become an island surrounded by pollution ! If this proposal is for a park Simi 1 iar to the Griffin Office Park in Windsor/Bloomfield I say bring it on . It is clean and well maintained and would be an excellent neighbor . If this is going to be more smokestacks, polluters, and more little doors for rent , I say try another town ! Sincerely, r D S Vicky aniels 19 High Tower Drive South Windsor , Ct 06074 telephone : 528-7056 pow atC 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074f~ SOR•co' AREA CODE 203/644-2511 July 20, 1989 Mr . Rodney Morrison Ed Lally & Associates 111 Prospect Hill Road Windsor, CT 06095 RE : SHEPARD-CULBRO BUSINESS CENTER RYE STREET Dear Mr . Morrison: The Water Pollution Control Authority, at their meeting of July18 , 1989 , granted conceptual approval of those plans entitled: Shepard/Culbro Business Center, dated October 24, 1988 , revisions 1/9/891 5/15/89 , 6/28/89, as prepared by Ed Lally and Associates. This conceptual approval was granted with the following conditions: 1 . Manufacturer ' s information regarding maintenance requirements of the force main be provided to Town staff for their review. 2 .. Specific information concerning the grinder pump capacities, and the pump check valves be submitted to Town staff for their review. 3 . That the slopes of the gravity sanitary sewers be sufficient to provide a minimum flow velocity of 2 .5 fps, 4 . That sanitary sewer easements, in a form satisfactory to the Town, be provided in favor of the Town. Y Mr . Rodney Morrison July 20 , 1989 Page 2 . This conceptual approval is not a final approval; therefore, it will be necessary for the developer to return to the AuthorityforfinalapprovaloncehehasreceivedPlanningandZoning Commission approval . Very truly yours, d A 4a4 Anthony FAlzarano, Ch "irman Water Pollution Control Authority Town of South Windsor cc: Michael J. Gantick, Director of Public Works Marcia Banach, Director of Planning Jerry Iazzetta, Town Engineer Raymond Hallowell, Jr . , Chairman, Planning & Zoning 4011 M + , 710 o-P s d&zd440t v 1540 SULLIVAN AVENUE • SOUTH WINOSOR, CONN. 06074 4soe•co AREA CODE 203/644-2511 20 September 1989 Dr. Anthony Giorgio Culbro Land Resources, Inc. 8 Griffin Road North Windsor, CT 06095 Dear Dr. Giorgio: re: Appl. #89-48P, Culbro Land Resources Subdivision199RyeStreet We are pleased to advise that the Planning and Zoning CommissionvotedonSeptember19, 1989 to approve the above-referencedapplicationforasiteplanofdevelopmentinaccordancewith K yMappreparedbyEdLallyandAssociatesdated10/24/88 (lastrevised6/28/89) and with the following modifications: 1 . This approval is for 16 lots, numbered 1 - 16. 2.All deeds for open space and roadways; and Easements for conservation purposes, drainage or utilities, that may berequiredinconnectionwiththeapprovalofthissubdivision,must be submitted to this Commission prior to filing th mylars and issuance of building permits. All deeds must beinaccordancewiththepolicyforacceptingdeedsand easements and must be approved by the Engineering Departm ntandTownAttorney. The deeds for the roadways and open spacewillbeheldinescrowuntilcompletionofthesubdivisionandthenreferredtotheTownCouncilforacceptance. 3. Drainage for this subdivision is subject to the approval oftheTownEngineer. 4 .All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of theWaterPollutionControlAuthority. 5.Water shall be supplied to this subdivision by ConnecticutWaterCompany. 6 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Town Manager. Street lighting istobecoordinatedwiththeChiefofPolice. Dr. Anthony Giorgio 2- 20 Septemb r 1989 7 . Street names and locations of fire hydrants are subject to the approval of th Fire Marshal of the Town of South Windsor. Stre t names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. Quantity estimates must be submitted to the Town Engine r* (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing th plans. If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond,. said Letter of Credit must be renewed on a yearly basis until compl tion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Cr dit it is holding. 9 .A drainage assessment fee in the amount of $800 shall b submitted to this Commission. 10. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an 'insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000 . 11. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, includingabondintheamountof $20,000. 12. Prior to commencement of any site work, a meeting must be held with Town Staff. 13 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 14. No building permits will be issued until all modificationshavebeencompliedwith, and the final plans have been filed in the Town Clerk's Office. 15. A waiver of the 600' cul-de-sac length (per Section 2.5.e.1 of the Subdivision Regulations) is granted. 16 . Slopes of sanitary sewer pipes should be shown; sewer easement is to the Town of South Windsor. 17 . This approval is for sixteen (16) lots in three phases . Building permits will be released in Phase I only. No improvements outside Phase I will be constructed withoutfurtherapprovalfromthisCommission. Prior to applicationforreleaseofbuildingpermitsoranyconstructioninPhase II or III, a traffic plan which addresses the intersection of Dr. Anthony Giorgio 3- 20 September 1989 Troy Road and Sullivan Av nue, and the intersection of Troy Road and Ry Str et, must be submitted and approved by this Commission. Bonding shall be establish d initially for Phase I, with bonding for subsequent phases to be established as the phases are released for construction. 18. The proposed open space is not to be deeded to the Town; this should be reflected on plans. 19 . Sidewalks are required on full frontage of Rye Street and northerly side of all interior streets . 20. 1 Rye Street is to be widened to meet the widening being done in conjunction with the JFI Subdivision. 21 . The street named International Way must come out to Rye Street. 22. Phase I is designated as Lots 1, 2, 3, and 4 inclusive. Black and white transparent mylars of Plot Plans #1-7 and Scal Layout Plan #1 with the above modifications, together with thr 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 th mylars . After the mylars have been signed by the Commission, they will b returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, P ING AND ZONING COMMISSION Ra and F. Hallowell, Jr. Ch irman 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 Engineer t PZC File O e 0-le Saa ?()&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074v R•co AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, SEPT. 23, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its September 19, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1. Approve, with modifications, Appl. #89-37P, Savings Bank of Manchester, for a Site Plan of Development for property on the southerly side of Sullivan Avenue west of Ayers Road, GC Zone. 2. Approve, with modifications, Appl. #89-48P, Culbro Land Resources, Inc. , for a 16-lot subdivision of approximately 105 .7 acres of property at 199 Rye Street, I Zone. Dated at South Windsor, Connecticut this 20th day of September, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman I Marshall Montana, Secretary e Fco,9" 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203 644-2511so December 13, 1989 Mr. Rodney E. Morrison Project Engineer Ed Lally and Associates 111 Prospect Hill Road Windsor, CT 06095 RE: SHEPARD - CULBRO BUSINESS CENTER Dear Mr. Morrison: The South Windsor Water Pollution Control Authority, at their regular meeting of November 21, 1989, approved the above referenced application in accordance with plans prepared by Ed Lally Associates titled "Shepard-Culbro Business Center, " dated 10/24/88, revised 1/9/89, 5/15/89 and 10/18/89 , 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, Anthony Fagzarano, Jr. , airman Town of South Windsor Water Pollution Control Authority cc: Jerry Iazzetta, Town Engineer Louise Evans, Chairman P & Z Marcia Banach, Director---of--Planning John Collins, Chief Building Inspector John McCahill, Zoning Enforcement Officer pow M sE 4 o C CJ 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 NIOSORCO*10" AREA CODE 203/644-2511 January 8, 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: Shepard-Culbro Business Center We have reviewed the bond estimate form for the Shepard-Culbro Business Center submitted by Ed Lally and Associates. We have found several discrepancies in the quantities as submitted and have utilized our standard unit pricing to develop a bond estimate amount. We recommend that the bond should be set at 530,000 (see attached breakdown) . The work estimated for this bond does not include any work on Rye Street beyond the frontage of this project. JCl/jsv cc: Michael J. Gantick, Director of Public Works Protect: SHEPARD/CULBRO BUSINESS CENTER - PHASE I Street: RYE STREET P&Z I."D. : _#89-48P Engineer: ED LALLY' AND ASSOCIATES Date: JANUARY ' 2•, 1990. 77777. Uni tItem ' Ddscription Unit . Quantity Pri e'CC o s't 1. Clearing & Grubbing LS 101000 10 , 000 2. Strip & Stockpile Topsoil CY 31000 2. 00 61000 3, Earth Excavation CYExcludingRoadway & Trench) 4. Roadway Excavation CY 2 , 000 5m 0 5. Earth Trench Excavation 0-4 CY 6. Earth' Trench. Excavation 0-10 CY Ex cavationxcavation 0-15 CY7. _ Earth 1 , 3 3 3 84, Earth* Trench Excavation 0-20 CY 11700 17. 50 29 . 750 . 0 9. Roadway Excavation (Rock)CY 10. Rock Trench Excavation 0-4 CY 11. Rock Trench Excavation 0-10 CY 12. Rock Trench Excavation 0-15 CY 13 . Rock Trench Excavation 0-20 CY 14, Formation of Subgrade SY 7 5 0 15. _ Subbase Gravel CY 1 , 18 0 104 16. Processed Aggregate TONS t , 224_1 6 80 17. Con'uaon 'Borrow CY 18. Gravel Borrow. CY 19. _ 2 " Bituminous Concrete TONSClassI) 8 . 2 '4-0, 328 20. 2 " Bituminous Concrete.TONS C s I I} g6708 . 2 4_6 328 21. Six inch Asphalt Lip Curbing LF 2, 500 J 5,060 22. Road Widening Complete SY Sub-Total $95 , 148 . 23 Concrete Sidewalk 4 ' Wide LF 010v 410 0 0 --2-,-87024 . Asphalt Sidewalk Wide LF STORK DRAINAGE SYSTEM COMPONENTS 2S.• . 60 ,RCP.. Place F;. iClass -IV;. Inr r...:,.:I, 26. 54" RCP Class 'IV In Place LF 27• 4 8 " RCP Class I_ In Place LF 28. 42" RCP Class ._._TV In Place LF 29 .36" RCP Class IV In Place LF 30. 30" RCP Class IV In Place LF 1 , 031. 24 " RCP Class IV In Place 00 F,91-, LF 3 8 6 4f-7_, 32. 21" RCP Class . IV In Place LF m:0 0 33 . 18" RCP Class IV 'In Place LF 2-4-- 0 0 -3-6-346 15" RCP Class.. IV In Place LF 151 i 00L-31002'01.UNDERDRAINS 35. 4 "0xrmPERF• •CPE. LF 41 0 1, 02536. g" LF 37. Type "C" 'Catch Basin EA Ov a 38. Type "C" Double 8 8 0 0 0 Grate EA 39 . Type ` "C-L" Catch Basin EA 40, Manhole EA 41. Manhole With Drop Inlet EA 1 31000 1 3 , 00042. . Manhole Over Ten Ft.EA INCLUDED BOVE 43. Headwall EA 440 Endwal l EA 45 .24 " Flare Ends EA 46. Special Structure EA 47. Bedding: Type: CY 2 .,Sub-Total $70, 203 . 1 s' s4 1gem UCJI.l l l.lvli Ulil 1. uant_ty rr_ce C`48 . Modified Riprap Channel CY 49 . Intermediate Riprap Channel CY .f. ., 5.0 . Standard Riprap Channel CY.,Channel ,SANITARY'' SEWER"COMPONENTS 51. 21" PVC In Place SDR 35 LF 52 . 18" PVC In Place SDR 35 LF 53 . 15" PVC In Place SDR 35 LF 54 . 12" PVC In Place SDR 35 LFfc-246 0 2 , 2--55. 10" PVC In Place SDR 35 LF 290 7. 00 2 , 0=56. 8" PVC In Place SDR 35 LF 57. 6" PVC In Place SDR 35 LF 58 . 18 " Ductile Iron In Place LF 59 . 15" Ductile Iron In Place LF 60 . _ 12" Ductile .Iron. In Place LF 61. 10" Ductile Iron In Place LF 62 . 8 " Ductile Iron In Place LF 63 . 8" RCP Class In Place LF 64 . 10" RCP Class In Place LF 65 . 12" RCP Class In Place LF 66. 14" RCP Class In Place LF 67. 15" RCP Class . In Place LF 68 . 18" RCP Class In Place LF 69 . 21" RCP Class In Place LF 70 . 24" RCP Class In Place LF 71. Sanitary Manhole EAJ C 2 YY ? 2 2 72 . Sanitary Manhole w/Drop Inlet EA 73 . Sanitary Manhole over 10 Ft.,EA 3 _ Sub- Total S 1 STRUCTURES & MISC. ITEM 74 . Retaining Wall EA 75 . Fence (Type: EA 76 : Guide. Rail._(Type:, . LF. 77. End Anchorage (Type: EA 78 . Guide Post EA 79 .- Pavement Marking LF 7 9-8-0- 1 . 50 80. Street Signs _ EA 4 50. 00 81 . Traffic Signs EA 82 . Street Lights EA 4 3 t 500 14 , " 83. Furnishing/Placing Topsoil SY 84 . Fertilizing; Seeding and SY v s 00 Mulching 400 0'. 10 v 85 . Liming TON 86. Trees LS 87 . Maintenance/Protection LSofTraffic 10, 000 1C 88 . Construction Staking LF 750 89 . As-Builts LF a, 000 90 . Iron Pins EA 91 . Concrete Monuments EA 9 v Imo- EROSION CONTROL C LF92 . Haybales/Silt Fencing 21804_1_ 0 93 . Calcium for Dust Control TON 94 . Sedimentation Ponds CY 95 . Maintenance of Erosion LSandSedimentation - _- -,-.Y__ 21000 Sub-Total $ 31 4 - 4 600-lo 96 . 97 . f.: ... ..ti Sub-Total" Page 1... $ . . 95 r'148 50 ) SuL-Total Pag..e. 2 ,70 203 00 Sub-Total Page 3 11 , 644 . 00 ;-1 0 Sub-Total Page 4 31 , 2 5 4 . 0 0 U l Total S 208r249 . 50 4qA,cj 25% Contingencies x Sub-Total: $ 7-TS /616, 067 TOTAL 0 0d pow M aE, T_a aps v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 osoR-co AREA CODE 203/644-2511 25 January 1990 Dr. Anthony Giorgio Culbro Land Resources 8 Griffin Road North Windsor, CT 06095 Dear Dr. Giorgio: re: Appl. #89-48P, Culbro Subdivision 199 Rye Street Please be advised that the Planning and Zoning Commission voted on January 25, 1990 not to establish a bond for subdivision improvements for the above-referenced subdivision until such time as the quantity estimate reflects quantities for improvements along Rye Street up to the JFI resubdivision (see approval condition #20) . Please contact us if you have any questions regarding the above. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman rt cc: J. Iazzetta, Town- Engineer M. Banach, Director of Planning ZC File Culbro Land Resources Inc. 8 Griffin Road North a company of Culbro Corporation Windsor CT 06095 203/688-7501 LL R) E IV ED F tb 20 1990 30. WINDSOR PLANNING DEPT, February 16, 1990 Ms. Marcia A. Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia, We are in receipt of a letter from Louise C. Evans concerning Application #89-48P, our subdivision at 199 Rye Street. We recognize why the bond for the subdivison improvements was not established but, as you may recall, we are expecting some relief concerning the widening of Rye Street up to the JFI subdivision (i.e. condition #20) . It was my understanding that this item was going to be reviewed and that some relief and/or recommended procedure be forthcoming. The likelihood of the project moving forward with condition #20 tied to Phase I is remote. If that is the case, no one benefits. Please help me ferret out the next step so we can begin to move the project forward. I look forward to hearing from you. Sincerely, P. An ony Giorgio, Ph.D. Senio Vice President PAG/dm cc: Mr. Kip Shepard Mr. _Tim Shepard 01114 8ft 0 0 aie srlU 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 osoR-co AREA CODE 203/644-2511 February 27, 1990 Dr. P. Anthony Giorgio, Senior Vice President Culbro Land Resources, Inc. 8 Griffin Road North Windsor CT 06095 Dear Tony: Re:Application #89-48P, Shepard-Culbro Industrial Subdivision I am in receipt of your letter dated February 16, 1990, regarding setting of the bond for the above referenced project. It was my understanding last autumn, via conversations with John Shemo, that, (1) we all (Town staff and Culbro representatives) would pursue relief from Planning & Zoning Commission's Rye Street widening requirement with Phase I of development; and (2) the initial step in that pursuit would be a determination (by your engineers) of the adequacy of existing right of way along Rye Street. If adequate ROW does not currently exist on Rye Street, that fact can be indicated to the Planning & Zoning Commission, with a request for reconsideration of the approval condition. Another possible option is a request to the Planning & Zoning Commission to meet with them for discussion of the approval condition. A third option is pursuit of assistance in completing the road improvements with the Town Manager/Town Council. If you wish to pursue any of the above options, please notify either me or John Shemo. Thank you for your assistance in this matter. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: John Shemo, Economic Development Coordinator taw" aE c y 70 07O c 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 CO' AREA CODE 203/644-2511 March 26, 1990 Dr. Anthony Giorgio Culbro Land Resources 8 Griffin Road Windsor, CT 06095 Dear Dr. Giorgio: re: Application #89-48P Culbro Subdivision Please be advised that the above-referenced plan has been endorsed by the Planning and Zoning Commission and is ready for filing in the Town Clerk's office. The plan must be filed within 90 days of the date of this letter. Upon written request prior to expiration of the 90-day filing period, the PZC may grant not more than 2 extensions, each not to exceed an additional 90 days . All approval conditions must be satisfied prior to the Town's release of the mylars to be filed. If you have any questions regarding the filing procedure, please contact the Planning Department. Very truly yours, C 9"(j Marcia A. Banach Director of Planning Culbro Land Resources Inc. RECEIVED' , MAR 29 1990 8 Griffin Road North a company of Culbro Corporation Windsor CT 06095 ram^30. WINDSOR PLANNING DUlt 203/688-7501 UU March 27, 1990 Ms. Marcia A. Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application 89-48P Culbro Land Resources, Inc. Subdivision 189 - Rye Street Dear Marcia, On behalf of the Culbro/Shepard Partnership this letter is to formally request relief from Condition No. 20 of the Planning and Zoning approval for Application 89-48P as noted in a letter dated September 20, 1989 from Mr. Raymond F. Hallowell, Jr. This relief is sought because the partnership cannot perform the required widening within the existing right-of-way on Rye Street. A plan prepared by Mr. Ed Lally of Ed Lally & Associates, dated March 2, 1990, entitled "Potential Impact - Rye Street Widening", has been submitted to your office for review. This plan demonstrated that the limit of disturbance required to accomplish the widening far exceeded the existing right-of-way on Rye Street. The partnership does not have the authority to encroach upon private lands in order to accomplish the condition imposed upon it by the Commission. We respectfully request that this condition be removed from the approval based upon the information submitted under the aforementioned plan. Additionally, we request partial relief from the requirements under Condition No. 19, also noted in the September 20, 1989 letter from Mr. Raymond F. Hallowell, Jr. , that sidewalks be required on the full frontage of Rye Street. Based upon the South Windsor Plan of Development dated September 1987, sidewalks are not included on the frontage of Rye Street as either a first or second priority. Specific reference to the exhibit on page 49 of the Plan is the basis for this request. This exhibit is entitled "Sidewalk Plan Town of South Windsor 1986. 11 The partnership believes that an unreasonable burden has been placed upon the project. It also believes that the request is inconsistent with the overall sidewalk plan of the Town of South Windsor and, therefore, respectfully request partial relief of this condition. Ms. Marcia A. Banach Page Two March 27, 1990 Should you, or other members of the professional staff, or the Commission, wish to discuss this further, please contact US. The partnership is interested in moving the project forward, however is not in a position to do so unless the relief requested in this communique is granted. We look forward to hearing from you. Thank you for your thoughtful consideration and support of this matter. Sincerely, P. Anthony Giorgio, Ph.D. Seniors Vice President PAG/dm cc: Mr. John Shemo Mr. J. E. Shepard III Mr. Charles B. Shepard Culbro Land Resources Inc.RECEIVE [) APR 30 19W 8 Griffin Road North a company of Culbro Corporation Windsor CT 06095 SO. WINDSOR PLANNING DEPT, 203/688.7501 1 April 26, 1990 Ms. Marcia A. Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application 89-48P Culbro Land Resources, Inc. Subdivision 189 - Rye Street Dear Marcia, By way of this letter the Culbro/Shepard Partnership hereby requests a 90-day extension for the filing of the mylars for the South Windsor Technology Center on Rye Street. In your letter of March 26, 1990 you indicated that we had 90 days to file the mylars, but in view of the pending decision regarding our request for relief of certain conditions, we hereby request an extension of at least 90 days for the filing. It is further our understanding that our request for relief will be scheduled at a Planning and Zoning Commission meeting sometime in late May or early June. Once a decision is reached by the Zoning Commission then the partnership will be able to proceed as required under the regulations. Thank you for your thoughtful consideration of this request. Sincerely, P. Ant ony Giorgio, Ph.D. Senior Vice President PAG/dm cc: Mr. John Shemo Mr. J. E. Shepard III Mr. Charles B. Shepard 1 N +t,` y r Tla of S-0 d&U&otCG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soe-co AREA CODE 203/644-2511 22 June 1990 Dr. P. Anthony Giorgio, Senior Vice President Culbro Land resources, Inc. 8 Griffin Road Windsor, CT 06095 Dear Dr. Anthony: Re: Appl. #89-48P, Shepard-Culbro Industrial Subdivision At the June 19, 1990 meeting of the Planning and Zoning Commission, the Commission discussed approval condition #20, which requires widening of Rye Street from the new industrial subdivision to Commerce Way. The Commission voted to rescind that approval condition as a requirement in Phase I at this tim , with the stipulation that it will be reconsidered at the tim th development reaches 100,000 sq. ft. or at such time that further application is made for an amended State Traffic Commission Certificate. The Commission also discussed the requirement for sidewalks on Rye Street, and indicated that they would be willing to consider an alternative walkway in that location instead of sidewalks. The alternative walkway concept could be carried throughout the subdivision in place of interior sidewalks. A concept plan for the alternative walkway should be submitted no later than submission of the first site plan for the subdivision. We look forward to the successful completion of this subdivision. Very truly yours, Lou se C. Evans Chairman Planning & Zoning Commission cc: Marcia Banach; Director of Planning John Shemo, Economic Development Coordinator Jill 4 r T_0 V/ V C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 060744'' osoR•Co'`'` AREA CODE 203/644-2511 July 27, 1990 Dr. Anthony Giorgio Culbro Land Resources 8 Griffin Road North Windsor, CT 06095 Dear Dr. Giorgio: re: Appl. #89-48P, Culbro Subdivision 199 Rye Street Please be advised that the Planning and Zoning Commission voted on July 24, 1989 to establish a bond in the amount of $530,000 for subdivision improvements in the above-referenced subdivision. A bond or letter of credit in this amount must be posted prior to filing of the mylars in the Town Clerk's office. Your prompt attention to this matter will be greatly appreciated. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans" k4 Chairman rt cc: J. Iazzetta, Town Engineer M. Banach, Director of Planning a/PZC File tow N S f, C C TIOWn S10U& ?1)&&4&OtU zA.1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•co AREA CODE 860/644-251 1 May 9, 1997 J E "Kip" Shepard J E Shepard Company P O Box 415 East Windsor Hill, CT 06028 Dear Mr. Shepard: Re: Application#89-01P, Culbro/Shepard Site (Rye Street) At the May 7, 1997 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of application#89-01 P with all original and standard conditions. Application#89-01P expires on July 10, 2000. It has been IWA/CC's policy to notify landowner(s)/applicant(s) of expiring wetland permits. However, it is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizab A. Warren, Chairman EAW/pmm cc: Town Engineer rld am dam, fhe- Lis and 4. Put your address in the"RETURN TO"Space on the reverse aide. Failure to do this will prevent this card from being return to you. deliver I of del or addItWal Im the following mvim are avallable.Consult postmaster for fees and cheoIt boft for additional semice(e)requssI 1. Show to whom delivered,date,and addressee's address. Z. Restricted Dal{wry t(Extra chaW)t t Extna charge t 3. Article Addressed to: 4. Article Number Pig AW77AV v Y 4/C9 Z o P& ;x5— o e'z"o ev 14?)/LV L1}n/b -'>P O u4n5 Type of Service: It COD Express Mail Always obtain signeture of addressee t DAIE_DELIVEIED. 5. Signature—Addressee r 's Addrm(ONL Y i X requested and feepaid) 6. Signatu —7ntX Date of Delivery f SHEPARD/CULBRO BUSINESS CENTER t PROPOSED STREET LIGHTING LAYOUT PREPARED BY: ED LALLY do ASSOCIATES l 111 PROSPECT HILL ROAD WINDSOR, CT. 06095 y 688-2413 yr I iDATE : JUNE 289 1989 SCALE: 1" = 100, SHEET 1 OF 2 01 100I l If IIIi1 1 PROPOSED STREET LIGHT LOC TIONS(P SPACED AT 180' O.C: (TY P dor 1100, avow Monona ooe / ` 000 i 1 7_ f 1If I i 1. 0000 PROPOSED ST T LIGHT LOItATIONS SPACED AT 180' O.C. (TYP) t i r Lu 401co Lu LLJ 01 ol SHEPARD/CULBRO f _ BUSINESS CENTER PROPOSED STREET LIGHTING LAYOUT EPARED BY:t; PR ED LALLY & ASSOCIATES 111 PROSPECT HILL ROAD WMIDSOR, CT. 06095 688-2413 DATE : JUNE 289 1989 SCALE: 1" = 100' r SHEET 2 OF 2 Timm Or RUt FF PtPep PIPE PIPE P1°'- VELOCCTY PIPE M C MCI-tJ t:D AREA C F —A x C— Comcm twx-nou x - GG Y (RT./SM.) Cowc•+T.Taw A- 7aR C NAMUTsf) L - A C FLOW Cow*• S1Zt= SLOPE 1 LLL E1 GTH 1 N TO *1wCTAREAAwAswc,r,.wr -rvr. o ULALIr T a r.t+. TOTAL ( C.F.s.) FitoM TO - 7Z - (imA •r*CcFs l FULL D M T1 PIPS I*,rr s ia7 0,55 2.8/ 2.8/ /7 7 3.7 2.8/ /o- o.OiZ 2 o.oo.6 /8 .5 5.a .2j o.67 17•o S/O o 0.23 3•D — 7.0 /7,0' 3,19 3,0x //2 2 o•oi2 2 c.00S /8 5 5 S.8 28 d.v8 j7/,5 3.82/ o.S 2. /D 2./D117 -- / 7 3.7 2,/o 8 3 - o.of 2 21,.0 o.a o /g 5.5 S. S 2S o•08 7,08 3 5543 ,f 5 D,2 5.38 — 7/5 ?,/.5 3.&8 5, 9-7 o.o Z 3Q a,cc5 32 ! • 3 0.9 /23ii o•30 /7. je,,0/2 /8 0.005 8•/ -,lo -54. 5Ila,0 q 0,29 D. 0-/3 /. — /S• /5,09 3,90 ,4 S.0 7 a.o/2 /$ o.clo5 8. /28 0.10 /3 9 J o 8 Gr lo O.O.41!/ D• / / —'7L,/5 D .9/ 8 /o. a.a 2 /$ 0.005 8,/ 7L.o -• SS 10.2a ZO a.55 0.85 a..8 /5 — /5 a 4.86 3, 9 /o o.0i 2 /5 o,ao5 s,o O -.3 2 o.o 5.16 0 78, 0.02 c s'•73 7,98 7,96 990 a•SS /./o /. .r /2 — /2 O -,8 // /2 ,oil /8 o.00s 8•/ • 4. 7 25 0,09 /2,0 it o./3 a./5 o.os /./8 -- /2,09 2.0 39 /./8 ,/8 / a,a.2 / a,5 g./ y-;G -5.9 a 2 9 o. 63 o,65 /3 —` /314103• o,5 .8 /.3 /v,o.2 / o.00s o ,40 25 ,o,/o /3./0 o /2,i a./7q o.yes 10,66 /D,loy1' - %B•.S ,5 3.5 /D 3 7, 7 /$ 0,0.2 3!0 41-oa5 2 7•/ 7` 2.0 0 .53 /9.0 S1:9V940 01.56 •/7 ,! 114 — / 5 /,i7 'V-.9o,oiz /c.005 g./ ; .1,8 S 0.09 5 D.590 0. o:,2Co /.3 -5 0 I-V"lg /.S 3 .S• f /$ o,oiZ /8 a.c 5 $•/ '.o S, 2 o-01 /5/8 7 o o,o, 5 0•5 0 / 6 a.sdo 2•0 /7 /8JeJ`4114E / o.a0.5 S.o -,o -./ 2S o•/o //.io 0.389 4, 0 ,/8 /2.8/ - 9d7 9,07 3.i2.81 yf5.7 /8 i9 0,0.2 3 a.acZS 2 o r38 0.29 9.,3 9 8 a•3 a. o.o.. /.BG — /93 G 3./28 7 /9 2 2 3 5 -6 /,37 /•4 7 /S - /5 •:,oo /, 37 •5.5 20 2 2 e,cv 2 o s5 0,3 0-3 /4 — /D 3 /-8 2/ 22 a,c.Z 2z i9 2a 2/ o o / .Z 9,G7/`9.07 3.3 G2 SD 22 2 3 28 0•5 0,7/ a 7/ /S 5 o0 0,7/ .2 2 23 le ves 0.el-5 o,/8 40.89 is,/o /s/d 3.99 .89 3.5 2, ZG o.a z /5 0 005 S,O 4 3 20 o.Po /..90 2 25 2 o,oil. / o.ovs S•a -f-. 2 2 -.' o•/o /5.0 2S 5/ o•S o•3o D•D115 10 YEAR STORO HYDRAULIC ANALYSIS 1 I * tN 'r CERTIFIED• SUBSTANTIALLY CORRECT SHEPARD / CULBRO aoktc • BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. GRIFFIN RD.-NORTH WINDSOR, CT TEL.* 688-750111a• • r and associates (203)698-2413 RYE STREET SOUTH WINDSOR Sol@ REVISED 5•10-89 111 PROSPECT HILL ROAD WINDSOR. CONN.06095 • OCTOBER 2a, 1988 , T1Ma OwOrAREAZ*orR - x - TI~ eKtw T oN x _ I tWrf PIPeD PIPE PIPE ' Pl VELOCITY PlP E CoNcs+-R•.r ow Nume - C Cc%wT, A C (2-FLOW Cosr•. 517-F SLOPE CMW:FTY (PrT./SQC-) LENGTHA- RCTm TOTAL _ FULL w TO Htx rAREAAlz.s Uc G_ wry -ram. ° ;WIXT IN Me UµlaR. Cc.F.s.) Ft To --a - C wme lam''C-FS.) FULL Dc* l PIPE IM-am TO 2 2_5 25 0.2/ 0,D• /a1.717 90 S,90 •3.86 /, 79 ;2<0 o a-o /8 a.oc 8,/ 0 5• Z /52 0,i-39 2 566o 55 /•5// /-5/ /`' s. - ,00 /.S!,/ 5.6 0.005 el•6 5. D 25 0, o /S-08 28 07 0.672 o--s 149s.30 /,7/ -- /So8 .S,oe 3 ,9 ,7 6:6 28 30 o.v.Z /8 0,005 g,/ --7o46 S-2 28 o,09 /5-/7 2? 11,144d o,SS o• 6/ a.6/ .yc -- /lz -5,/ o,6/ 2,5 29 3.6 Z /S a.0o5 6,0 -,o d 26 to ./o / .o 30 ga 29 0.310 0,5 D-/ 4.27 — I6.39 /4.39 3, 57 ,2 C.5 30 32140"O/aP 2 o, 005 /8 S.5 6. 3 /28 3 /G.73 3/ a,9s5 a,SS o.3 0,53 /3 3D a-53 2.3 I 3 Z o-ai2- 1S o,o0 516 32134151 14,152 6;-q Q ,d7 7 — /G-7_3 /4•731:3,!73 . ,8 %S./71 .3 Z 35I4tv,,61z 3 a a,oos 3 ?: id 01 G•3 G.8 /28 3/ /7.a o 3 odd o•SS o • o..59 /3 -- /3 a d•59 2,5 3 35 a-o 2 /.5 0- 5 ,o 4 o o _5-o,23 95130133,s o,a 9 o•S 0•D 5•17 7,oY /70 70 7 22, / 35 .36Je,ole o 0•o05 1, .3 •8 D o•25 /7 3C 3 5 o s 9 e o•oz 5.9'9 — /7 29 /72 9 3. 7 5.99 2 2, 1136 3 .oiz 3 p o.a s 3 2 3 G• 8 /D a,3 17:103 1. 37 3,003 o,.SS /,05 %GS /5 — /51--1' ,66 /.65- 6 . 6 137 38le'dolf / d•o8 /5.ofs 38 37 o,So p,4t .23 /88 _ /•08 /5.o R 3,99 / 88 7, 50136 .37 0-oil 2 a.aos g 5.5 6,3 ?8 v •a 9 /5-7 3'9 34, 3e 4,35 l D•5 D,/5 8,02 7•&3 /763134 1' 8.OZ 2•2 3% / o•aiz a a.00.5 ? 3 7, / //8 28 /7,11 le"Oel ei, 6-7 0•37 /O v 0 a.37 /. 7 6 4z aZ/z 15 o-ooS S-D ,U 3•o i5 D/Z D•/ 5 / 3 9, old'let z Q, D•O& 8• 71471 /79/ 3.to 30,. 4 2 o,a.2 3 Co 0,006 5 2 7./ 7-Co 2 1 /, 2e10'1 a3 1 D•6 6 23.I3 r /9.96/9,96 3.5V0 3./3 78•!0 4za o.o i2 8 0"0OS //.S •9.5 o !55 4,9 V 0.9 /5 — /5 Iggo6 o A-7-' 3,8 448 -v- o-o /a,oa s a / 54 6 2 5 0,09 /6,409 140,1471 • vs 03 5, 3.99 1103,5 S/6 o-oil 8 D.ooS g ,/ 4L,<o -44 5. 27 GCS 14,739 6,5S 0.141 o-/ /4 -- /D -.7D 6-i/ %-15 lo o-ate z /,5' a-oaS 4 -e7Z,6 3 6 25 2 /40 l f2,f 41100,6446 o,51S a,oZ 2 ,5'9 --- ,og 20•09 3,39 2AX 83• -S-1lo 5Da.o s 5 9'-S 23g d•2 Ve, 87 o SS /.03 .0 3 /5 0o i, 03 4-•57 -S 8 o.a Z 0-09 7 1/6 S.16 /So9 3. 9r /, /8 -5, "7 -yam SD o,a Z f 8 a,ao s $. / .y, -4 5. • 9 0,83 o SS o,lo a, 2 -o. 2.0 -9 .S SO 9 0;27 •51.5 o,/Z 25j02 2a•61 8S- o S a•oil 8 o.00S / 8, 9 ..5 98 0•35 20.81 14 YEAR STORM HYDRAULIC ANALYSIS 2 y.CERTIFIED SUBSTANT I ALLI• CORRECT SHEPARD CULBRO CON/r''• BUSINESS CENTERo• '`mac - f PREPARED FOR CULBRO LAND RESOURCES, INC. r s 8 GRIFFIN RD.-NORTH WINDSOR, CT TEL.* 688-7501k3andcssocbles (203)688-2413 RYE STREET SOUTH WINDSOR OCTOBER 24. 1988 REVISED 5-10-80 111 PROSPECT HILL ROAD WINDSOR. CONN.06095 1 1'1Ha C sW Mmu OF QtJ orir PIPZD Pi PE P1Pr Pipe VEL,.00ITY PYPe 1> uoeo ARrA B w r -A x C- C AxC- _Q_FLOW Goy. 51ze 5-opm Y T LsivA TH AR1 s ImARamTOTAL " c.F.s.FULL DGS" (FMRILLT I t" •• -rAREA , ar,rK. °.'"'' uw.we.) Fimm To -n- Omm CASAGO nmmc S/R.In 28Q.Syo o•SSS2S/ o 53 a 2S io• 7.os 53 2.8i o155 55 7 3.7 S 28JjZo•8 3.3 3 28 c / 5-X 57 0.0•2 -8 o- 006Do.90 J- - / o• 0 3.7 S S7 o.az 0SSG28 • 3• o /• 5•.5 S1,0,40,0Z /8 .00s 8• / •y. o, a9 /7.0 a D.lo - 2l,/ /IP 3.3 l 30.l2 Q/ 1.7 5 9. 7 /D.d /2 o• s 3 -/. 7 0 8 3 0 2•/ D.d l 3 o.oi 2 S o,oo S /SS 9.7 io.2 /g 67 57, S8. ,/8o D.'V ,53 32%3 2/ 3 w 33 3.3 -S 3 / 5' o 0 0,68 2. a / •a:2 /s o,00s ,o -Sc,o 2 2S 493 o S / 13 3 o .2 =2 3.52gva,2 o.•S 411540.82 3 1h /3/ 9 S o.z Qo sa e.96 D.58 616,31 /2 - /Z o -o .59 2. 16-z 63 15 o s SRO a 3 ! a.o.2. o:eas /S,S 98 0 / 21. 202 0•S O,o 3.Co2 - ZJ.Sy' ..S 3.2 33.E 09 l Z D G 5 .o. ,54 a.ads T !o• o o./3 2/8 0.5 2 5"10,7e57o.0.3 9 '= 2/.8 /.88 3. 25 339 //a 46 G o.o.z a.aos Q'.7 !o- 2S 3 J,2 1 a,o 2 /S• a.S S•a D -S 2 0•.l2 /a. 7s e$z o• 5 6.3 0•:7 o 1, o p• /(. 173 c7 22od5 /B S 5..7 25 o• ? 0.0 7 s.o 0•55 2.So 2,Bo 20 - 2D 3, ,80 2 G S 7,y( p T- 7`-.// 22-? w,25 ,22 3?.,/l /G i LIC ANALYSIS -3y0YEARSTORMYDRAU ETARD CULBRO4SHcsrrFt svasraarratt• coR c.•r BUSINESS CENTER r PREPARED FOR CULBRO LAND RESOURCES, INC. t GRIFFIN RD.-NORTH WINOSOR. 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ISO all, E^MC do r.,v r o •. c PREAAREO try 110 N`L ••# MI11N.1 P& 0z TiMa OF QUr OpF PIPep PI pE PIPE '' IT PIPE Ncs rTR..Tb.+ NEB:.• ARC FLOW Co.... 51ze 5LO Y RT: sue. uoeD x C C wu`r.s1T A C• _Q_ ALL LEt 1GTF1 Iw •ro pmrlulca. L DWNW (FeET) AQ s • A a 1 a ` (CF.s. To -rt- c+ccF.al PIPE 1ML!? ARC G MR Tom#•lu TI j- 1 3 ©.'3 2.3 Ss 32 012 t'S •005 •O . C,, •O 'Z ®tl0 13,Id i 5 q b O.S D.3 O. 3 3 3 s .o 17 _ 4S°5 14f55 3.42 -z lr•44 Z 3S .n 1 a tee 8, 3 3 . O•5 © 4 lq . d. A D 4 it 2.2 - t4-•9? 14Q .OL •ZS 4,17 3 3tp ,d12 4 1 oI -So ot2 .A- . 8. g +:f 4S ®.Q2 2, - !fit Z.? I G IV S f q to . 1 t 3.v d.5 I Coro I 15 - I • 5 !;l ? 38 .dI2 Z S. I 25 iB.O$ 5'.oa r Q.`34- ° •t5 8.l ., v3 - t .(09 15 l09 ',Qo 4•3 1.a 3 t 41 , 0 2 1 3Q q 3 7 o I. r O 1 1 ~" •Od5 0 ,.C 3, 3 Icy Q.B 0.5r 6•S7 ©.3'T 12 3o 'S 0 3 4t Z d,0,0(o A.h 1to.o llo.0 3•5 '4•C. t, 33 2 . 2,0 •2. 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PIPE SIZES U MO 0% Sao v-4.,uSINES: CENTER PAM` ""'-'--' p• CES M Foot SRO Lava so. 3741 fast,0 and CiON (2b3 - • r.+ mo ...•* N Na.N 123 HILL ROAD W wWpWKCONN.0800 Peak, 3 OF3 i Tiw+t OF Qut ol*1< P1 P ep PIPE PIPE °E v c..00ITY PIPE T1mz O ARC. x - a nra T ow - - x - _Q_ Y OMctNTR,.T10N NEB:,. INu.uom _ _ C Cow„T.C A FLOW Gow** 51zt= 5t_opa l.EwcTH A TOR TOTAL L FULL FCLT 1 To N 'NA'Ek AREA AmeAs G- TaR. °"To ;, TIlM! aw.j . c.F•s.) FmoM To -7z- n lr'"/ CcF.s l PIPE INLW•T 2 0.5 5 145 1 A 1 ri -I rl 3,-7 114 A 5Zo '671 .012. a 0®5 S ',Z j4-,Q 2} C9,c94 r7.09 1* S-7 y? Igo(gs 23.2 — R.19 i q.Iq q.4QD 23.tf- t D AC, `! 'S . or2. a .0 05 I to.D Q, 12 q 0.22 R 41 t$ O.S d 4 0 .a ts'Imo• -o D.4S o ? t 005 a. t,2 4 eg 2S' O.o t5.09 r- ? 8 to 3 t2 @D j 1 O .c 4,a I 4 B.2 5 4, k c.? t S I , t g ©.45 ©•53 Z4,3 Iq•1 14.41 '4to 24. 3 $5,22 C y 0.5'S 0 3 0,pS ,9 &4 Col 0012 IS -006 r-`.D -,lQ 2 2 !cg,to !'5.10 Q 0 1. yy M d ft tot . Cal o JA C. &2 ' I Sa l$r10 (. ,06,1 t11 ca .Ota Q f 6. 1f Isi` ca Cn2 3 .ot2. -IC 1005 o 1 lZ co Cos 03 401 (0 Z 0, 2a 4.4-5 0.69 ?.It' Iq.14• 3.43 2(o,12 f t a 2(0, l2 _ 14.03 -la.Qs 0511+2 M-I e,' to F a t 46 5 115 o•o. 4. 7G e,13 - t ate 4- O.'I-T •4r-S O.3S 21.4'T Q.q 1.96 21or4? Q•O !G .2 146 "005 l s 1010 to.o D.OS 10.©i 0 2 eon IS 10.o Is .0 6 !o ass S,c_• Cow 4 O 2o.or 0 3 7 tO,o ,. o' A 3.39 fi d-a G¢o Cal1 -012- 'C. N 1 D.o a-7 6tr4. #to7 Cs 7 C;e0 6 a ao 220 3 3 27 310,02 20.4 a F't2 j1-6 ,v f© 1600t0,40 20.40 — -- 40, L i r PHASE II/111 DRAINAGE: 10 YR STORM HYDRAULIC ANALYSIS 6/27/89 REV. PIPE SIZESPAR. LpffI1III. S 4,.0 r r.•SINESS OtNTERG IWl url- J.: - 3v and 1203)"6-2413 I N.. 8741off tA_ WORTH, LAB S, NQ r L Iff IO+ b MjIOMAL Mf 123 RROSP HILL ROAD • WINDSOR CONN.OOM i 1 ima OF rf P>CD PIPE PIPe Fhpu VELOCITY PIPE T ma Or C Col.sc A C- FLow cam. Size 5loP Y Y• sec. LcTH INCLtuDeO _A_ TOR x ttW41 ThT L - TOT/1L _ Q_ FILL Im TO P40M 'ftATEk AREA Aams u>.}a:. c.F.3.) FiooM To -z- C1Ncx l'" ccFsl FULL Dr+ c Its IN-Mr EA 16 0c i Tclrt.IwtsT TIMC C9.S 2 PI 2, 7 2.19 1 l0 60 S 2S o 07 >7,07 o 74 B.DS 4.0 5 Ls .1 . 045 O.3 I i4 7-0 , o Z 1 S .Q©5 j o 4" 4 t to •35 S.3 lT0 7C 4 0 (g 12> 0,0 2,g I I?,off ?.o j,( 2,Q 1 I'O -72 4 D 1 Z 24- OvS I do-A- .5';9 o 9 5 17.92 7070 0.07• S Cs ,I , Z. 1 3 '71 2 .,i 2. .c o• D.4 o - ` •o •. ?Q 5'.2• 25 0,2 10 2.•1O S Z I 1, fd 3 72 a 2 1 o05 1 --72- o 3 ,Z Co,& Sao i , 7G /s.66 t-l2 n -71: ' (•'S4' O,D'21 ,53 17AZ I?•ql . .(e) fq,4(o 0I2 30 3. 7 A . Z. Z s yid /57, t - 1,ro 18. ''S.53 (,Co3 -Z3 -o Pt 3 3' 2, 7 Cos S-1 o •CIO 3a 9 5./9 T- -'7 D,1 o.}. D, II , tl 5 - • s . - b..l o. Q , 4,W ,7D 2 23 24 •otZ +s , oe5 5'-0 9 IS ! l o l a 30 .s 33 '.2 - (. 244-i 2 2 3,'3 0 .15 .?4 0:-I 1 77, 14- - I;Z IR,2'l 3.4 . 14 ?.4. - '2r r io a. o r - o . - D"C.. -75 -7 012` .11 .605 Cos . r#Z 2,5 p,5 •-1 ,41 1 1 ' 4 O ' I 4 l (0 7i7 7 2.o31I- i I S,o°t 3,q$ 2•0 . ' 4 •7co .o Iz. t S•S r,z. 5' t 2 ..08 l, ;/7 l5 0 I. Q,35 - J9-G t 4,a(o 3, 760 78 ,®t2 t lO 4 I I .O `'• Co T t 2.4 34 1 0,1'4 -p n I N Z 4 2c.;9 I I S 115 1. Zco.9 29. Co b+5 o2q S.7. I is 2 7 6 f 57: ©Z 04 .DZ9 4C5 DRAINAGE: 10 YR STORM HYDRAULICPHASEI &, RYE STREET DRA LIC ANALYSIS S PARD / COLOf pI*- t7N B SINESS CENTER 0 PREPARED FOR CU RO LAND RESOURCES, INC. I am i 0FtTH W Wk, , TE R! and 203 8 -2413 STRUTwo" Y y 9123PRONINOSORCONN. r STATION LENGTH OF REACH HY DR AULIC RADIUS ' ONE OR TOTAL) Illllllll llllli llllll llVELOCITY AT 111111111 1111 11111111 111111 CONVEYANCE AT 1111111lI Illll llllllll illlil 111111111 111111 1111111 11' iFRICTION LOSS IN REACH IIIIIIIII illli ' Iilll ll VELOCITY HEAD DIFFERENCE IN VEtOCITY HEADS Illllllil lllll llllllll llllli( ZONE OR TOTAL AVERAGE V OTHER LOSSES TOTAL HE* AD Iilllllil lllll lllillllllllillELEVATION OF a STATION I IIIIII a11111 1101 1A 101, LENGTH OF REACH , sea IIIIIIIIII AIII llll IVELOCITY AT ILI FRICTION SLOPE design SLOPE FRICTION LOSS ' IN REACH Qdesig4ZONE OR TOTL,-, IIIIIIilli lllil llll l II VELOCITY HEAD OTHER LOSSES TOTAL HE' AD