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SITE PLAN (49)
TOWN OF SOUTH WINDSOR, CONNECTICUT ;' PLANNING AND ZONING COMMISSION 41?. APPLICATION FORM SEP 13 198P App. No. 6, boLith Windsor Date Received: IMP°RTANManning & Zoning Comm sion ion y B y= Planning and Engineering Department staff i• "c` require 14 days to determine application Receipt No. completeness. To ensure receipt of a complete application by PZC, it is strongly recommended that the application be submitted 14 days prior to the Regular Meeting at which it will be received. APPLICANT: Donald W. Fish -- ADDRESS: 453 Hartford Turnpike, Vernon, CT 06066 TELEPHONE: 871-1400 OWNER OF RECORD ON LAND RECORDS: Donald W. Fish ADDRESS: COMPLETE LOCATION OF PROPERTY: 1774 Ellington Road (former Community douse of Wapping Conmuni.ty Church) ZONE: RC NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Leonard Jacobs, Esq. , 148 Main Street, Manchester, CT 06040 Tel. #646-0121 Design Professionals, Inc. , 1170 Ellington Rd South Windsor CT TELEPHONE: 291-8755 THIS APPLICATION IS FOR: (Check one of the following) 1. Zone Change to (public hearing required) 2. Subdivision 3 . Open Space Subdivision (public hearing required) 4. Resubdivision (public hearing required) 5 . Special Exception to Article (public hearing required) X 6 . Site Plan of Development 7 . Earth Filling (Section 10) and/or Earth Removal (Section 9 ) (public hearing required) 8 . General Plan of Development 9 . Regulation Amendment: Zoning Subdivision 10 . Other (explain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH SIX SETS OF THE MAPS (7 if public hearing is equir ) AND OTHER DOCUMENTS (see page ) App1ican Owner 1/14/87 (see reverse side) TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM This application is complete and ready for Planning & Zoning Commission receipt only upon submission of all required documentation, including, but not necessarily limited to, the following items. Not all items are required with every application. See applicable sections of the South Windsor zoning and subdivision regulations for specific requirements. APPLICATION CHECKLIST 1. Key Map 2. Architectural Elevations/Floor Plans 3. Completed application form (in triplicate) 4. Required fees 5. Zone Change, Site Plan, Subdivision, Open Space Improve- ment, and/or General Plan of Development maps, in accordance with regulations. (Six sets - seven if public hearing required) 6. Plans & Profiles/Drainage Calculations 7. Conservation Plan 8. Landscaping Plan 9 . Traffic Engineering Report 10. Narrative Statement 11. Sanitary Report 12. Copy of agreement to purchase land (if not the owner) 13. Other ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING , DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY APPLICATION TO THE COMMISSION. CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. 1/14/87 South Windsor CHECKLIST � 7-226 W. Fish REQUIRED INFORMA N ffice Building SEP 13 1988 1774 Ellington Road SITE PLANS South Windsor, CT South Windsor 1 g g� !F.in Cissi nThis checklist must be signed by plan preptl (Y /gL,, ,� �eclaring that all required information is provided . Items 1-7 are required for all applications ; items 8-11 required where appropriate. Check mark for each item supplies . X 1 . On each sheet for plans or maps , title block with the following information : X a. Name , address and telephone of applicant . X b . Name , address and telephone number of Land Surveyor or Professional Engineer . X C. Name of Development. X d . Date when drawings were made. X 2 . Key Map : An overall map drawn to a scale of 1 inch equals 200 feet , which can be used as an overlay on Metropolitan District Maps . This map will show the overall design of the Development and surrounding property within 500 feet. X a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract , number of apartment units, parking requirements , etc. N/A b . Layout of buildings X C . Layout of streets and parking . X d . Lines indicating proposed drainage system with direction arrows. X e. Lines indicating sanitary sewer system with direction arrows . X f . Names of surrounding property owners. N/A g . Proposed open spaces and recreation areas. X h. Driveway cuts on surrounding properties. N/A 3. Architectural Elevations : Plans of the proposed buildings drawn to a scale of 1/8" = 1 ' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling . Architect ' s seal on elevations for buildings in excess of 5000 square feet (per CGS Chapter 390) . Page 2 (Site Plans) X 4 . Plot Plan : A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: ( 1 ) 24" X 36" with a 3/4" ruled margin ; (2) 18" X 24" with a 1/2" ruled margin , containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. N/A b . Proposed streets and street lines with center line stations , curve data , and parking spaces . X c. Building lines in accordance with zoning regulations. (By notation) N/A d . Proposed buildings and other structures, including signs , outside lighting , and dumpsters (on concrete pad and screened) N/A e. Easements , noting grantors , grantees , and purpose. X f . Names of abutting property owners. X g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points , or other coordinated points , the monumented points within proposed site shall be coordinated . These coordinates shall appear in tabular form on the plot plan . The accessibility of these MDC points shall be determined by the Town Engineer. X h. All open space or other common or public land uses shall be indicated . X i . A-2 certification ; P . E. /L. S . Seal. X 5. Topographic Map : A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches , . including, ruled margins shall in addition to the requirements of the plot plans show the following: X a. All existing and proposed buildings. X b . Curb lines and pavement width, sidewalks. X C . Existing and proposed sanitary sewers . X d . Existing and proposed water and gas main systems. X e. Present wooded area indicated by foliage lines . Any individual trees to be saved should be shown. Page 3 (Site Plans) X f . Existing and proposed contours shall be shown in not less than two-foot intervals , but in cases of relatively level land , the contours shall be one-foot intervals and spot elevations . X g . Regulated wetlands and 100-year floodplain or note that none are present. X h. 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 i . Connections of all springs into proposed storm drainage system as needed. N/A j . Location and indications of existing brook channels , and 100-year flood limits . X k. A-2 Certification ; P.E. /L. S , Seal . X 6. Landscaping plan . X 7 . Drainage calculations - Zero Runoff Increase per attached guidelines . . X 8. Traffic report . N/A 9. Plans and Profiles : A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally , and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches , including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile . b . Street plan showing roadways and drainage. C . Sight line at driveway & street intersections. , d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage lines will be shown and described as to material . f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g . Metropolitan District Commission datum shall be used on all sites accessible to these controls . The Town Engineer shall , based on standard engineering practices , determine the accessibility of these controls . Page 4 (Site Plans) h. Profiles shall show all sanitary sewer lines and manholes , including elevations , sizes, lengths , and slopes of pipes . Top of foundation elevations for building shall be shown . N/A 10. Open Space Site Improvement ,Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required . This map shall be drawn to a scale of 1 inch equals 40 feet . N/A 11 . Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer . The report shall demonstrate the feasibility of the proposed individual systems ; the report should deal with the area as a whole, discussing the following points : a. General nature and development of surrounding area. b . Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation , including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil . d . General description of type of development contemplated . e. Detailed description of proposed sanitary sewage disposal facilities , indicating sizes for various ground conditions , materials to be used, and the general layout pattern to be used, etc . f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems . g . Map of general area with locations of all tests shown on proposed layout . h. Flood heights of any nearby streams, brooks, or rivers . i . Test results and engineering evaluation per Section 4. 13 . 5. All information required above is included in this application at the time of submission . PIDATE L N P P ER �P . .. /L. November , 9 1 . Date. Raymond F. Hallowell, Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Chairman Hallowell: / RE: Application # -�bliame The applicant, D�A411 �f , hereby requests a 65 day extension of the action date with respect to the above referenced application. Very Truly Yours, ml FeR fro TRAFFIC IMPACT STUDY SEP 1988 South Windsor . Planning & zoning ZONE CHANGE g CommissiQft NVAPPING COMMUNITY CHU.,fR.C'H PROPERTY NVAPPING FIVE CORNER. PREPAREl'"D FO.R DONALD W. -Afq`I S SURVEYORSENGINEERS ARCHITECTS STORCH PLANNERS SOIL SCIENTISTS STORCH JASSOGIATES TRAFFIC IMPACT STUDY in connection with Zone Change from Zone RR - RC, Restricted Commercial Wapping Community Church Wapping Five Corners South Windsor, Connecticut Prepared for Donald W. Fish Prepared by STORCH ASSOCIATES 161 Main Street Wethersfield, Connecticut 06109 February 4, 1988 STORCH ASSOCIATES TABLE OF CONTENTS Page I. INTRODUCTION. . . . . . . . . . . . . . . . . . . . 1 Drawing No. 1 - Area Location Drawing No. 2 - Site Location Drawing No. 3 - Site Plan - Office Building Drawing No. 4 - Site Plan - Drive-In Bank II . EXISTING TRAFFIC CONDITIONS . . . . . . . . . . . . 4 A. Site Description and Roadway Geometrics. . . . 4 B. Existing Traffic Volumes . . . . . . . . . . . 6 Table I C. Roadway Safety . . . . . . . . . . . . . . . . 7 III . TRAFFIC IMPACT OF PROPOSED FACILITY . . . . . . . . 8 Table II Table III Drawing No. 5 - Directional Distribution - A.M. PK. Drawing No. 6 - Directional Distribution - P.M. PK. IV. CONCLUSION. . . . . . . . . . . . . . . . . . . . . 10 APPENDIX Accident Records Traffic Volume Data Capacity Analysis STORCH ASSOCIATES I. INTRODUCTION This report details the analysis and findings of a traffic impact study which was undertaken in connection with the proposed zone change from zone RR to RC at the northwest corner of the Five Corners intersection in South Windsor, Connecticut. The purpose of this report is to document the probable traffic impact of the proposed new land use and to ensure safe traffic operation subsequent to the completion of the project. This report analyzes both the general office and the drive-in bank land uses which are the most probable use of the site. The existing building will remain in any case. See Drawing No. 1 for the area location, Drawing No. 2 for the site location, and Drawing No' s. 3 & 4 for the site plans ( 3 for office, 4 for drive-in bank. ) The scope of the study effort included: 1. traffic observations; 2. placement of traffic recording devices on major streets; 3 . obtaining count data and accident data statistics from the State of Connecticut Department of Transportation (ConnDOT) for estimation of future traffic generation; 5. performance of capacity analysis; and 6. review of internal site circulation. In order to clarify the meaning of certain specialized traffic engineering terms which may be used in this report, the following definitions are offered: Trip is a one-way movement to or from a site. One car entering and leaving a site constitutes two trips. 1 15 19193 A I nby Iros/Bradley — 140 ' I L L 1 T O N 140 read O„ 140 areInternoti 140 _ Point hou a Br Mdl Po dds Mill APq D S r B o B r' I it on 1 140 75 L O C E A S T Ellingto s uo ck ntic r oq I � 191 • l 1 in ory Ile 286 91 I S O Wtr We and 93 D �\ W I ere D S R I _� 1 5 0 _ � 74 159 _ � 75 r fj~ r l4' C 99 WILE a B3 "fill U T H 30 'ker 305 in or Iv N N s ` �4RE LOCATION 11 ernon ? D I F Center 118 jellW I N R Dob ille 9� 3 30 outh inds 95 rnon 181 I 1a 159 1 � 30 � al tt III Olt intone fill Po i 1 'R►ter / d BI a Hi S I I Is n - 15 93 93 ni Pond � l Polto►t notch Bolt t c and I , TV T Manche 86 'ente Spr R 6 91 A' S 44 v; 5 6 t I / e urel a AAA Green Bolton n �� a v Lake es i d 65 15 -�� �t e 94 Par artr (;lob I Flllotu t B 0 L T 1 $ervoir t'/ R H T E A R FO R D � M A ' N C 83 5 �I K t ' ockonu Hillsto I Wet fief $ 1 (•►orlWin r ) P rk py - - Salmon � 1 ' Addison _ = o L 1 314 "5 3 en 94 %) IL o 176 0 � 5 thef 2 C D.W. FISH COMPANY COMMERCIAL DEVELOPMENT 91 115 ll ` P' SOUTH WINDSOR, CT I SCALE AREA LOCATION MAP NOT TOSCAIE DRAWN e1r: 2 R.J CHECKED sY: �4, 1 rtswold 11 �. ! J.W.F. and 3 99 , STORCH It31 MAIN STREET AT • I - S. Gla p �r ASSOCIATES w FI o MARCH 198ti ETHERS EL �CT o6IOs Owo. N ` S1eJyp i�// \ y •\a LV yl 4OA0 4' i wp►G O.R w \O M f ' � e: pE[RfttlO c�/ R04O FF � � I `i v i M� M f��M1 SITE LOCATIQN t 6 o I D.W. FISH COMPANY �— COMMERCIAL DEVELOPMENT SOUTH WINDSOR CT 3cit« HOT TO SCALE SITE LOCATION aeA anr: ! c»a my: STORCN NI MAIN lT1199T I tre no 19tA8 ASSOCIATES wcT�srvtto,ct os� �, �, 2 I I I I I I I 1 0 tp I "FA a I BOG i I <Cl ± 4200 S.F. ♦'� j Q I I 13 j I •� o 1 I to I ELLINGTON ROAD ( ROUTE 30 ) J D.W. FISH M P CO ANY COMMERCIAL DEVELOPMENT SOUTH W I ND SOR CT ISITE PLAN NO LTO SCALE OFFICE BUILDING DRAWN BY: E.K. CHECKI BY: STORCH 161 MAIN STRUT MAT.w. ,CH 1988 ASSOCIATES WETMMS�LO,Cl 06109 ons. No. 3 i _ � 4 I 1 ( 1 ( I cc , I 1 � G a < b a f . � I � 1 4,100 o y :CIE I > ; s O \ I , { I 5 ` I I I I \ I I ` I I r i � ELLINGTON ROAD C TE. 30 ) I D.W. FISH COMPANY COMMERCIAL DEVELOPMENT SOUTH WINDSOR CT. SITE PLAN NO LTO SCALE BANK °R" o c o u c"IECI ED rr 161 MAIN STREET AT 'wf VMRC 1 MARCH 1988 ASSOCIATES wETHERSf1ELD,CT 06109 Owe. NO. 4 STORCH ASSOCIATES Traffic Generation is the actual number of vehicle movements which may reasonably be expected to be attracted by a specific development. Usually, traffic generation is expressed as a number of trips. Average Daily Traffic (ADT) is the total traffic generation of a development on a typical working weekday. Note: These are also one-way movements so the actual number of vehicles is half the ADT generated. Peak Hour Generation is the maximum traffic generation which may be anticipated during the highest volume hour for the particular land use. This analysis parameter may vary as to the time of day, depending on the type of facility proposed. Commercial development normally generates peak volume rates which coincide with the peak volume rates of the surrounding roadway network. Trip Distribution is the process of determining the proportions of the generated trips that can be expected to originate or terminate at any location normally based on the populations and census data available as to trips to work or trips to shopping depending on the land use which is analyzed to provide a percentage of traffic which can be expected to originate from each location, plus the percentages of traffic arriving from each location are determined the most probable route is used to determine the percentage of such generated traffic using each approach to the site. 2 STORCH ASSOCIATES Traffic Assignment is the process of assigning the trips which have been distributed from the various points of origin to the roadway system which would provide the most direct route between the points of origin and destination. Capacity and level of Service (LOS) are terms utilized to describe the ability of a roadway intersection to handle its traffic assignment. Level of Service (LOS) at signalized intersections such as those involved in the present study are defined in terms of average vehicular delay time. Definition of LOS vs. average delay time is given in the 1985 Highway Capacity Manual (Special Report 209) and is shown below in the following table: LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS Average Stopped Delay Expected Delay Level of Service per Vehicle (sec) Due Average Vehicle A < 5. 0 Little or no delay B 5. 1 to 15.0 Short traffic delays C 15. 1 to 25. 0 Average traffic delays D 25. 1 to 40.0 Long traffic delays E 40. 1 to 60.0 Very long traffic delays F > 60.0 Over-capacity Reference: Table 9-1 of the 1985 Highway Capacity Manual. Capacity calculations in this report have utilized the FHWA Software named the Highway Capacity Software distributed by McTrans in Florida. 3 STORCH ASSOCIATES II . EXISTING TRAFFIC CONDITIONS A. Site Description and Roadway Geometrics The proposed site consists of 0.64 acres of land which presently contains a structure which is an annex building to the Wapping Community Church. However, the church has decided that the use of the annex building is no longer desireable and is planning to do an expansion on the site of the main church location. It is an irregularly shaped quadrangle with parallel top and bottom sides and skewered left and right sides. The site is bounded by three roads: the northeast side is bounded by Sullivan Avenue, the northwest side is bounded by Community Road and the southern side by Ellington Road. The site borders two legs of the five corners intersection in South Windsor. It occupies the northwest fifth of that intersection. The five corners intersection is comprised of Ellington Road which becomes Oakland Road to the east of the intersection, Buckland Road south from the intersection and two southbound approaches which consist of Sullivan Avenue and Ellington Road. The mainline road of Ellington Road/Oakland Road is also known as Connecticut Route 30. Ellington Road in this area is a modern bi-directional roadway with an approximate 40 foot cross-section with two 15 foot lanes with 5 foot shoulders provided. The posted speed limit is 40 mph in the vicinity of the site. 4 STORCH ASSOCIATES Buckland is also a modern two lane roadway with a 40 foot cross-section and a posted speed of 35 mph. Sullivan Avenue and Ellington Road are both modern roadways with 40 foot cross-sections with 15 foot travel lanes, 5 foot shoulders and posted at 35 mph. Buckland Road has the same cross-section as Ellington Road on the eastbound approach. The five corners is controlled by a traffic signal. Proper lineage is provided on Ellington Road at the intersection where it widens to a two-lane approach, where a left lane is provided for vehicles turning left to Sullivan Avenue or left to continue on Ellington Road and the right lane is for through traffic and vehicles turning right onto Buckland Road. Similarly, Oakland Road approaching westbound has the right lane for turning movements right onto Sullivan Avenue or right onto Ellington Avenue and a left lane for turning movements left onto Buckland Road or through movements to Ellington Road. Sullivan Avenue and Ellington Road both have single lane approaches with all movements made from a single lane while Buckland Road provides for a left turn lane and a through right lane. Community Road is commonly used by vehicles turning left from Ellington Road onto Sullivan Avenue and vehicles making the reverse movement from Sullivan Avenue right to Ellington Road. Continuing north on Sullivan Avenue, are the Town Hall and Library on the right side of the road in the immediate vicinity of the proposed site. North of there, Sullivan Ave. intersects 5 STORCH ASSOCIATES Sand Hill Road at a T-intersection, and continuing north Sullivan Avenue becomes Graham Road in the vicinity of the South Windsor High School and the Wapping Elementary School and Community Center. The general land use in the area is residential with a few scattered commercial uses. On the south side of Ellington Road at the five corners intersections there is a 24-hour bank and also a drive-thru bank. South on Buckland Road there are some small commercial land uses with a small strip shopping center and also residential land use. Continuing further south, Buckland Road intersects with I-84 where I-84 provides a full interchange supplying separate ramp movements for each desired movement, both eastbound and westbound and entering and exiting the highway. Traveling north on Ellington Road there are primarily residential land uses with various T-intersections and four-way intersections with an occasional traffic signal. Continuing east on Oakland Road, Route 30 is primarily residential, and continuing approximately four miles it intersects Route 84, again with full ramp movements provided. West of the site on Ellington Road, land use is primarily residential with a few small business uses and a few restaurants. B. Existing Traffic Volumes Points of traffic volume data acquisition include: Community Road adjacent to the site drive and Sullivan Road north of Community Road, Ellington Road west of Community Road, Buckland Road south of Five Corners, Route 30 east of Five 6 STORCH ASSOCIATES Corners, and Ellington Road northeast of Five Corners. A tabular form of all pertinent traffic volume information appears in Table I and is summarized below. The following is a description of the first entry in Table I (the following entries can be interpreted in a similar manner. ) The 1988 Storch Associates 24-hour machine traffic count data for Community Road was recorded at a location on Community Road midway between Sullivan Road and Ellington Road. The bi-directional average daily traffic was recorded at 1700 ( 600 northbound & 1100 southbound. ) The AM and PM peak hour bi-directional counts were 200 ( 49 northerly, 151 southerly) and 150 ( 68 north, 82 south) , respectively. C. Roadway Safety In order to fully assess the safety characteristics exhibited by Community Road in the vicinity of the site, the latest available ConnDOT accident statistics (July 1, 1984 - June 30, 1987) were obtained for the full length of Community Road between Sullivan Avenue and Ellington Road. During the three year period of no accidents occurred in the above defined area. The accident rates and types of accidents were analyzed for the intersections of Community Rd. with Sullivan Avenue and with Route 30. These accident rates are not considered excessive (see Appendix for details. ) 7 TABLE I 24-Hour and Peak Hour Machine Count Data Location ADT A.M. Peak P.M. Peak *Community Road 19700 200 150 (600 NB, 1,100 SB) (49 NB, 151 SB) (68 NB, 82 SB) Route 30 - West of Community Road 109600 997 19019 Route 194 - Northwest of Community Road 149600 19055 19234 Route 74 - Northwest of Route 30 79200 647 756 Route 30 East of Route 74 139000 977 19222 Buckland Road South of Route 30 139100 935 19161 * Counted by Storch Associates in March 1988 All others - ConnDOT, March 1987 STORCH ASSOCIATES III . TRAFFIC IMPACT OF PROPOSED FACILITY In order to determine traffic impact on an area due to a particular land use, several factors must be considered: 1. total site generated traffic volumes; 2. the directional distribution of site generated traffic; and, 3 . the ability of adjacent roadways to accommodate additional new traffic volumes. Traffic volumes generated by the proposed new land use were determined through the utilization of the Institute of Transportation Engineers (ITE) 1987 Trip Generation Manual. Using software prepared by MicroTrans which incorporated all of the equations and generation rates found in the 1987 manual, the trip generation rates were calculated. The results of the ITE traffic generation calculations are presented in Tables II and III . Table II represents the average generation rates and driveway volumes expected from 4, 200 square feet of office space. Table III represents the number of generated trips expected from 41100 S.F. drive-in bank. As indicated above, the proposed new facility will generate relatively small volumes in comparison to the adjacent roadway system. The directional distribution of site generated traffic was determined using the CRCOG journey to work statistics with South Windsor as the place of work. From the CRCOG statistical information it was determined that 9% of the workers at the new land use will arrive from the east, 26% will come from the west, 13% will come from the north and 17% will come from the south. Approximately 260 of the workers live and work in South Windsor and 9% of workers reside outside of the 8 TABLE II 484q SUMMARY OF TRIP GENERATION CALCULATION FOR 4. 2 0000 GR. SQ.FT. OF GENERAL OFFICE 02/01/98 ------------------------------------------------------- DRIVE AVERAGE ADJUSTMENT WAY RATE FACTOR VOLUME ------------------------------------------------------- AVG WKDY 2-WAY VOL 30.30 1 .00 127 7-9 AM PK HR ENTER 2.72 1 .00 11 7-9 AM PK HR EXIT 0 .41 1 .00 2 7-9 AM PK HR TOTAL 3.12 1 .00 13 4-6 PM PK HP ENTER _ 0 .54 1 .00 2 4-6 PM PK HP EXIT 2.83 1 .00 12 4-6 PM PK HR TOTAL 3.37 1 . 00 14 ------------------------------------------------------- SATUPDAY 2-WAY VOL 2.93 1 .00 12 PK HR ENTER 0 .17 1 .00 1 PK HR EXIT 0.15 1 .00 1 PK HR TOTAL 0.32 1 . 00 1 SUNDAY 2-WAY VOL 0 .93 1 .00 4 PK HR ENTER 0. 18 1 .00 1 PK HR EXIT 0 . 14 1 .00 1 PK HR TOTAL 0.33 1 . 00 1 ------------------------------------------------------- Note: A zero rate indicates no rate data available The above rates were calculated from the following equations : Avg. Wkdy 2-Way Vol . : Ln(T) = 0 .75Ln(A) + 3.77, P02 = 0 .85 7-9 AM PK HR Total : Ln(T) = 0 .86Ln(A) ♦ 1 .34 R'2 = 0 .920 87% Enter , 13% Exit 4-6 PM PK HR Total : Ln(T) - 0 .93Ln(A) ♦ 1 .46 R'2 - 0 .86, 16% Enter, 84x Exit Sat . 2-Way Vol . : Ln(T) - 0 .90Ln(A) ♦ 1 .22, R'2 = 0 .58 Sat. PK HR Total : T = ( (3. 17/A) - 0. 0046) '-1 R'2 - 0 .86, 54% Enter, 46% Exit Sun. 2--Way Vol . : Ln(T) = 0 .98Ln(A) - 0 .048 R'2 = 0.52 Sun . PK HR Total : T - ( (2.SA/A) + 0 . 048) '-1 R'2 = 0 .76, 56% Enter , 44% Exit Source : Institute of TransportilLtion Engineers Trip Generation , 4th Edition , 1987 . TRIP GENERATION BY MICROTPANS DRIVE AVEI�AGI':: ADJUSTMENT WAY RATE FACTOR VOLUME ----------------------------------------------------------- AVG WKDY 2--WAY VOL 2-19. 60 1 .00 1023 7--9 AM P1< 1-111 ENTER 3.75 1 . 00 15 7--9 AM P1< HP EXIT 2.83 1 . 00 12 7•--9 AM PI< HIQ TOTAL 6.513 1 . 00 27 A-6 PM PK HPI ENTER 17 .29 1 .00 71 A---6 1--IM PI< 1••P EXIT 17.919 1 . 00 7-t1 1••••6 F'M F'K F•IF: TOTAL 3-5.27 1 . 00 1-15 S(`i1 UI:D(-)Y 2---WAY VOL_ 8.20 1 .00 34 PK H1I ENTER 10 .AB 1 . 00 A3 PK HP EXIT 10 .-18 1 .00 Z13 PK HP TOTAL 20 .96 1 .00 96 SUNDAY 2-WAY VOL 11 .51 1 .00 A7 PK HP ELATE-P 1 .91 1 . 00 P1< HP EXIT 1 .50 1 . 00 6 PK {-•Ili TOTAL 3.A11 1 . 00 1A ------------------------------------------------------------- Nate=: A xcaro rate indicates no rate data. available The above rates; were CalCUlated from thes!� egUati.on-2 : 244Ir . 2- Way Volume: I._N(T) W .AZII._N(X) + 6.31 , R'2 r= .2117 7---9 AM P.::ak 1-1r . Tota3. . T 6. 09(X) + 2 R'2 = .59£3 , .57 Enter , .43 Exit A--6 PM F'o:iiak F•Ir .. Total : '7' = 12.59(X) ♦ 93 R'2 = .356 , .A9 Enter , .51 Exit AM Gen Pit Fir . Total : T = ( .01.3/X + . OOAZI) '--1 R'2 = .331 , .51 Enter, .A9 Exit PM Gen' P Ic 1-Ir- . Total : T = 3.7.73(X) -F- 94 R'2 = . 601 , . 5 Enter , . 5 Exit Sat . a?-••Wrt.y Vo3.Ume: T == ( . OA/X ♦ .02) '--1 , R42 .025 Sat . Flit Fir . Total ' T - 24.37(X) + -1 A R'2 - .78 , .5 Enter , .5 Exit Sun . 2--Way Volume: LN(T) .911_N(X) + 2.57, R'2 . 15-1 r,L11-1 . Pit Hr .. Total : T = --E3.36/X + 16 R'2 . 118 .56 Enter , .AA Exit Soj.11•-r`r! . 11-15t t:i.tUte- of Tra.n!!aport;:Ltion Encgineews Trip generation , Atli Edition , 19e7 . TRIP GENERATION BY MICROTRANS STORCH ASSOCIATES capitol region. Assigning the above percentages to routes which a commuter would logically traverse results Drawing No' s. 5 and 6 which show the A.M. and P.M. peak hour directional distributions, respectively. Through the utilization of the directional assignments as well as the previously described site generated traffic and area street traffic, it was possible to develop the traffic flow diagrams for the driveway intersection with Community Road and also for Community Road at Sullivan Ave. and at Rte. 30. The traffic flow diagrams were prepared using the above information to develop present background traffic volumes, future 1990 background traffic volumes, site generated traffic and 1990 combined traffic ( future background plus site generated traffic) . Note, for ease of analysis, all traffic is assumed to use Community Road. This is a conservative estimate. Level of Service calculations for 1990 combined traffic volume conditions at the site driveway intersection with Community Road were carried out through the utilization of the FHWA HCS software. The HCS software was designed in accordance with the 1985 Highway Capacity Manual. The capacity analysis was done using a worst case scenario, i.e. using P.M. peak hour volumes (the critical peak) with the drive- in bank generator of- traffic (higher generation rate than the office building) . Thus, A.M. results or an office use would result in bettter Levels of Service. The 1990 Level of Service rating for the PM peak period was found to be at A for the site drive at Community Road. The Level of Service provided at the 9 STORCH ASSOCIATES intersections of Community Road at Sullivan Ave. for the P.M. peak hour was at Level of Service A except for lefts out of Community Road which was D/E due to the heavy southeast bound flow on Sullivan Ave. Community Rd. at Rte. 30 will operate at Level of Service A including the addition of the site traffic. IV. CONCLUSIONS Upon careful review of existing data and projected future conditions, we have determined that no materially adverse traffic impact will occur as a result of the zone change. The anticipated site generated traffic volumes were conservatively estimated. The 1990 Level of Service for the site driveway intersection at Community Road was determined to be Level of Service "A" during the AM and PM peak periods. The L.O.S. at the Community Rd. intersections with Sullivan Avenue and with Rte. 30 were not decreased. Site distances measured at the proposed driveway from a point 15 f t. east were found to be adequate. The review of the latest three-year accident history of Community Road in the vicinity of the proposed site driveway has revealed no major geometric deficiencies. Roadway geometrics adjacent to the site driveway will be improved as a result of the completion of the new facility. The internal traffic circulation and turning radii for the proposed site driveway have been reviewed and have been found to be in accordance with ConnDOT standards. We are recommending that a right turn in right turn out traffic flow be designed and encouraged by proper striping and lineage for Community Road and Route 30. Due to the fact that during AM 10 i a \f AO.O � 4y / � o a o ptf•F:t�o V > LL t LLmsT 00 �41 M� tiff,^ n i 0 O a 22 D.W. FISH COMPANY COMMERCIAL DEVELOPMENT SOUTH WINDSOR CT DIRECTIONAL DISTRIBUTION OF 70'scALE SITE GENERATED TRAFFIC A.M. PEAK HOUR ' S 1 ORC 1 NI "&IM lfRe" J.W.F. MARCH 196E ASSOCIATES •1T11 worm o.cT(slog , 00. 5 I cp zo lip, ' 'p►�' , r.Ord�qC t ��O sell o... a ��•� 200,E-� 14` Ellw51 R040 u ' O4� ! y/ �y0 r s ` w � 00 `• MO n a 25�jo D.W. FISH COMPANY ��. COMM SOUTH WINDSODEVEL R? CTENT DIRECTIONAL DISTRIBUTION OF _ WALZ scup SITE GENERATED TRAFFIC DRAW"gr: P.M. PEAK HOUR E.K.' i.• cn�c�n • S-MRCH we 1"10 sTn"T GAT IL - ASSOCIATES vrorsnno�et os�os o,s Rio of o STORCH ASSOCIATES and PM peak periods traffic from the Five Corners intersections backs up beyond the intersection of Community Road at Ellington Road which makes completing a left turn from Community Road to Route 30 difficult at best. It is recommended to limit the traffic flow from Community Road at Route 30 to right turns only during peak periods of operation. We also would recommend that for the drive-in bank case, the Route 30 drive be exit only ( to prevent blockage of the drive due to the drive-up window) and that it be right turn out only. For the office case, we recommend a left turn out restriction. We, therefore, conclude that the new land use at the Wapping Community Church property will not have a negative traffic impact on the available Level of Service on area roadways and with the preclusion of left turns from Community Road and from the Route 30 site drive during the peak periods would not endanger the public safety. 11 APPENDIX r � � f CC►vNECTICLT OEPA41MENT OF TRANSPORTATION ACCIDENT EXPERIENCE f TOWN OF S /:IV0S09 ROUTE NU40t:R 30 LOCATION 004.00 JC4.SC PREPARED 02 29 53 PERIOD FRO" 07 01 84 TO C6 3U 87 1 MON OA LIGHT SERF COLLISION IN JURIES RAMP TOT MILEAGE ALPHA JESC7IPTION OF ACC. LCCATION RJ6Y. FACT. CASE a DAY TH TE YR HOU4 CONC CCNO WEATN TYPE K ABC TYPE INJ aaavaaaa�aaa;:a�ava�aa�a�s�iaaasox�ao aaa�,�eaaaaaaa�aaa�a�aaaaoaaaaaaaaaaaaaaaaaaaaaasaaaaaa�aaaasaaaaaaaaaaaaaaaaassssaosasa o asaa � 1 004.10 .1 MI S OF COMMUNITY RO M6 AT COMM ORVE 114142 rED APR 17 85 1215 OAYLT DRY CLEAR TURN-INTS ORVR UNABLE TO CC?E W/CONO, 09V? LCST COAT S3 AUTO PAS VEH TURNING RIGHT F90M PROPER LANE E 3 AUTO PAS STOOP EX FOR 7 R A F F IC �004.11 5JO FT S OF COMMUNITY Ri PK NONE 025379 TUE JUN 30 87 1711 DAYLT DRY CLOY REAR ENO DRIVER FOLLOWING TOO CLOSE Nd AUTO PAS VEHICLE GOING STRAIGHT N13 AUTO PAS STOPPED FOR STOPPED VEHICLE N3 AUTO-Sa, STu?P=C FOR TRAFFIC 1 1 1/004.11 SJO FT S OF COM-UNITY RO PK NONE 126361 TUE JUN 3C 87 1745 DAYLT WET RAIN REAR ENO DRIVER FOLLOWING TOO CLOSE 1 S3 AUTO PAS VEHICLE GOING STRAIGHT S3 AUTO PAS STO?PEC FOR T,?AFFIC 9.,004.16 .1 MI S OF 3UCKLANO RO ES AT PVT :DRIVE 031357 WEO AUG 15 84 1730 DUSK DRY CLEAR TURN-INTS / ORI'/ERS VIEa OBSTRUCTED NO AUTO PAS VEH TURNING LEFT FROM PROPER LAVE Ed AUTO PAS VEHICLE GOING STRAIGHT No 04.16 .1 MI S OF 4T 194 E RT 74 PC AT PVT DRIVE D63281 THU APR 17 86 1539 DAYLT 07V CLOY TERN-INTS 1 ORIVE►? FAILED TO GRANT RIGHT OF WAY L Wd AUTO PAS VEHICLE TURNING LEFT FROM ORIvEaAY N3 AUTO PAS VEHICLE GOING STRAIGHT 6004.16 2J0 FT S OF COM9U.vITY RO JN NONE 133969 SUN SEP 07 86 U100 OARS(/'A 04Y CLEAR FIXED OBJ DRIVL4 UNUE9 THE INFLUENCE 1 S3 AUTO PAS VEHICLE GOING STRAIGHT T STRUCK( HGrfWY SIGN OFF RO RIG14T fffr� �(004.17 Cal MI S OF RT 74 JS NONE 060664 MON MAR 02 87 2332 OA;;X/W ICE CLEAR FIXED 09J DRIVING TOO FAST FCR CCNOITIONS S3 AUTO PAS VEHICLE SKIDCING IN ROA06AY < STRUCK( DITCH OFF FO RIGHT l � ( f i CON%-FCTICUT .)EPA4T4ENT OF TRANSPORTATION ACCIDENT c*XPERI£hCE TOWN OF S dINCSC4 RC'JT'= NLyµ_k 30 LOCATION C04.00 JC4.50 PREPARED 02 29 81 P 00 FROM 07 71 34 r Cb 3L' 87 MON OA LIGHT SURF COLLISION INJURIES RAMP TL" MILEAGE ALaHA Of SCRIPTICN OF ACC. LCCAfIJh RUWY. FACT. CASE a DAY TH TE YR HOUR CCNO CCNO MATH TYPE K A 8 C TYPE I►._ oatatatatvttaaaacat:.toraaaaaata�xaataaaaaaaaatataaaaaaaaaaoaoaaaaoaaaaaaaaoaotoaaaaaaaaaaaaaaaaaaa*ooaaa�asaaaaaaas aataaaaasa asap 004.2U IVT COMm UNITY R) Jh TN RD UNOIV-) 009504 THU MAR 21 85 1645 04YLT DRY CLEAR TURN-INTS ORIVER =A ILEV TO ,GRANT 413HT OF WAY ES AUTO PAS VEH TURNING LEFT FROM PROPER LANE Sd AUTO PAS VEHICLE GOING STRAIGHT L004.2C INT CO"yUVITY R-) PA TV RD UND[VO 049026 MON DEC 22 86 0732 DAYLT C?Y CLEAR TURN—INTS DRIVE? FA ILEC TO 13RANT RIGHT OF WAY E3 TRJCA ST VEH TURNING RIGHT FRO4 PROPER LANE S3 TRUCA ST VEHICLE GOING STRAIGHT C-1004.20 I'+T OF C04MUNITY RU PC TN RU UVJIvJ 065353 FRI MAY 17 85 1540 DAYLT DRY CLOY TURN—INTS CRIVE7 FAILEC TO GRANT -11GHT OF 6 A Y W3 AUTO PAS VEH TURNING LEFT FROM PROPE4 LANE N3 AUTO PAS VEHICLE G014C STRAIGHT �004.20 AT C04MUNITY RD Jh AT PVT ORLVE 079456 FRI NOV 14 86 1446 DAYLT ORY CLEAR %NGLE DRIVER a=AILEU TO GRANT RIGHT OF WAY W9 AUTO PAS VEHICLE GOING STRAIGHT SB AUTO-S.f VEHICLE GOING STRAIGHT U04.20 INT COMliUNITY R) PK TN RD UNDIV-) 082716 TUE DEC 31 85 162C DUSK DRY CLEAR TURh-INTS DRIVER F A ILEJ TJ .;RANT RIGHT OF W AY E3 AUTO PAS VEH TURNING RIGHT FRCM PROPER LANE I No AUTO PAS VEH TURNING LEFT FROM PROPER LANE -'004.20 INT COM`!UNITY RO PK AT PVT DRIVE 100784 TUE JAN 07 86 1034 DAYLT OZY CLEAR ANGLE T DRIVER FAILED TO GRANT MIGHT OF WAY E3 AUTO PAS VEHICLE GANG STRAIGHT NB 4UTO PAS VEHICLE GOING STRAIGHT zp04.20 IVT COMMUNITY RD M4 TN RD UNO[VO 109531 FRI MAR 07 DRIVER FOLLO'.ING TOO CLOSE 86 1044 DAYLT DRY CLEAR ?EAR END f N8 AUTO PAS VEHICLE G3I4G STRAIGHT Nd AUTO PAS STCPPEL FOR TURN LEFT 004.20 INT OF COMMUNITY .40 PC TN RO UNOIVD 135914 TUE SEP 23 86 0733 DAYLT 6ET RAIN TURN-INTS DRIVER FAILED TO GRANT RIGHT OF w AY EB AUTO PAS VEH TURNING LEFT FROM PROPER LANE S3 AUTO PAS VEHICLE GOING STRAIGHT l I CCNNECTICUT JEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE I TOwA OF S RINDSOR ?CUTE NLMEEF 3U LOCATION C04.00 0C4.5C PREPARED 02 29 9d PERIOD FROM 07 01 84 TO C6 30 87 1 MON DA LIGHT SURF COLLISION INJLRIES RAMP TCT MILEAGE ALPHA OESCRIPTION OF ACC. LCCATIOA RJWY. FACT. CASE M DAY TH TE YR HOUR CONC CCNO HEATH TYPE K A 8 C TYPE IKJ ) t�:.��taa;:��rc��aa�a����::c��Y����aaataa�axsoca��oaac�Yaaaa�aaao�o�ov�ooaoa*a��o�aa�aaao�o�aaaaaa�o�aaao�ast�sasaaas�ssisy�saa so osa ) 15004.20 INT OF COtir.UNITY RO PC TN RO UNOIVO 136176 WED OCT 1C 84 1718 DAYLT DRY CLEAR TURN-INTS ) ;.RIVER FAILED TO 5RANT RIGHT OF WAY Sy TRUCK ST VEH TURNING LEFT FROM PROPER LANE E3 AUTO PAS VEHICLE GOING STRAIGHT ) 1 1604,20 INT COMMUNITY RJ Mk AT PVT ORIVE 137289 iED OCT 01 86 1690 DAYLT DRY CLEAR ANGLE DRIVER FAILED TO GRANT RIGHT OF WAY 1 wd AUTO PAS VEHICLE GOING STRAIGHT 1 S8 AUTO PAS VEHICLE GOING STRAIGHT 1�(1004.21 30 FT N OF COMMUNITY RD Uh AT PVT DRIVE 024981 THU JUL 18 85 1700 DAYLT DRY CLEAR TURN-INTS DRIVER FAILED TO GRANT RIGHT OF 6AY W3 AUTO PAS VEH TURNING LEFT FROM PROPER LANE N3 AUTO PAS VEHICLE GOING STRAIGHT � { -1i004.21 27 FT N OF COMMUNITY RV jN AT CCMM CRVE 033344 SAT SEP 06 86 1336 DAYLT CRY CLEAR TURN-ItiTS 1 DRIVER FA ILEO TO GRANT RIGHT OF 6 OY W6 AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY Nt3 AUTO PAS VEHICLE GOING STRAIGHT Nd AUTO PAS STOPPED FOP TRAFFIC 1'n1004.21 27 FT N OF COMMUNITY PL %!6 AT PVT DRIVE 140635 TUE NOV 05 85 2125 DARK/4 CRY CLOY SIOESWP-SM IMPROPER PASSING MANEUVER hd AUTO PAS �_H PASSING SAME DIRECTION ON RIGHT Nd EPORu•VCY SLO-iI NG FOR TURN RIGHT ) -."U04.22 2J0 FT S OF 6UC►cLANU RO PN AT PVT DRIVE C63301 THU APR 24 85 1430 DAYLT DRY CLEAR TV4A-INTS URIJER FAILED TO ;RANT RIGHT OF 6AY 1 63 VAN V-hICLE TURNING LEFT FROM ORI VE'aAY Nd AUTO PAS VEHICLE GOING STRAIGHT 1 004.22 AT CDR TO SOCIETY FOR SAVINGS 6AAM4 AT COMM CRVE 123954 THU JUN 11 87 1635 DAYLT 04Y CLEAR TURN-INTS DRIVER FA ILEO TO GRANT RIGHT OF WAY Wd AUTO PAS VEF-ICLE TUP 414G LEFT FROM ORIVEwAY 1 N8 AUTO PAS VEHICLE GOING STRAIGHT 1 1 1 1 1 1 CCNAECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOwN OF S WIYUSOR ROUTE N1:MdtW 194 LOCATION CO3.40 0C3.69 PREPARED 02 29 89 PEP100 FROM 0 7 01 84 TO C6 30 27 MON DA LIGHT SURF COLLISION INJLRIES RAMP TGT MILEAGE ALPHA DESCRIPTION of ACC. LCCATIOA RJWY. FACT. CASE X DAY fH TE YR HOUR CONC CCNO wEATH TYPE K A 0 C TYPE INJ 3 #gfi#+#303#�###�#a#�#�#a��##�####O##x�##ua##a###########i################O#O############t*####off¢#o#s#9#asoC#i00###s#s###y###*#* • O 003.40 .2 MI W OF COMMUNITY RD Jh NONE 105311 SUN FES U3 85 0916 DAYLT ICE CLEAR SIOESWP-SM DRIVING TOO FAST FOR CONDITIONS E6 AUTO-SW SAIJDED SLO41`G FCR STOPPED VEHICLE E3 TRUCK OT STOPPED FOR LNKNOWN REASON IN TRAFFIC LANE � T 003.49 .2 MI W OF ,7T 3J Jn AT COMM ORVE 000207 FRI JAN 03 86 0810 DAYLT 6ET CLOY HO-ON TRN DRIVER FAILED TO 5RANT RIGHT OF WAY ) E3 AUTO PAS VEH TURNING LEFT FROM. PROPER LANE LB TRUCK ST VEHICLE GOING STRAIGHT 003.49 .2 MI W OF 4T 74 JA NONE 1113CS FRI MAR 21 86 2048 DARK/W DRY CLEAR SIOESWP-OP A URIVER FELL ASLEEP E3 AUTO PAS VEHICLE ON WRONG SIDE OF ROAD 7) .3 AUTO PAS VEHICLE GOING STRAIGHT - - - 2 2 003.49 600 FT a OF COMMUNITY FU JN AT COMM ORVE 142983 SAT NOV 08 86 1146 DAYLT wET RAIN FIXED OBJ DRIVER FOLLOWING TOO "LOSE A ES AUTO PAS AVOIDING STOPPED VEHICLE STRUCK( MAIL BOX OFF RD RIGHT f1 E6 NON CONT STOPPED FOR TJRN LEFT A ;/003.50 0.1 MI 6 OF COMMUNITY RU JA AT PVT DRIVE 018553 TIED MAY 13 67 1109 DAYLT CRY CLEAR TURN-INTS �1 DRIVER FAILED TO 3R4NT RIGHT OF WAY S9 AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY EB AUTO PAS VEH TUR-14ING LEFT FROM P,40PER LANE �) 003.54 300 FT w OF COMMUNITY RD PK NONE 007102 SAT FEB 14 87 1123 DAYLT DRY CLEAR REAR ENO DRIVER FOLLOWINu TOO ;.LOSE �) E3 AUTO PAS VEHICLE GOING STRAIGHT t:j VAN STCPPEC FUR TRAFFIC /PC3.56 230 FT W OF COMMUNITY RD PH NONE 0353C5 AD OCT 02 85 2425 DAYLT DRY CLEAR REAR ENO DRIVER FOLLOWIN5 TOO CLOSE wd AUTO PAS VEHICLE GOING STRAIGHT ') 63 AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1 1 rd JEEP-TYP VEHICLE GOING STRAIGHT l � CONNECTICUT OE°ARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOwN Or S wINUS0.4 QCUT_ IL%18ER 114 LOCATION 103.40 OC3.59 PREPARED 02 29 83 PERI00 FROM Ol 01 84 TO 06 30 47 MON CA LIGHT SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA OESC41PT:OA OF ACC. LOCATION RJWY. FACT. CASE x DAY TH TE YR HOUR CONC COND WEATH TYPE K A 8 C TYPE INJ asavaa��a�Yc�;.a�a�a�s�a�s���o�aav��aaoanre�ao�ao�iaoo�avao�o�ea�oo���aaoase���aoaaaaa�a�aaa�aaaa�aosaavoaoa�aasoaaaa�ts�o��v�• ss s soo*• ' 1-003.59 .1 `1I W OF RT 30 Jh NONE 037379 SAT OCT 19 85 1538 DAYLT WET RAIN REAR END � DRIVER FOLLO'.ING TOO CLOSC EB AUTO PAS VEHICLE GOI`iC STRAIGHT E3 AUTO PAS STOPPEC FOR TRAFFIC 003.59 27 FT w OF COMMUNITY Ro JA NON_ 129331 TUE AUG 21 84 2214 OARK/J DRY CLEAR FIXFO OSJ ! DRIVER UNDER THE INFLUENCE Ed AUTO PAS VEHICLE GOINC STRAIGHT STRUCA HGAWY SISN OFF RU RIGHT 003.69 INT RT 30 PK ST RT UNOIVO 012718 AEU APR 16 8c 1608 DAYLT DRY CLEAR REAR ENO ' DRIVER FOLLO%:ING TOO CLOSE E9 TRUCE( ST VEHICLE GOING STRAIGHT Ed AUTO PAS STOPPEC FUR TURN LEFT r � 003.69 INT RT 14 M6 ST RT UNDIVJ 013229 MON APR 06 87 1691 DAYLT WET RAIN HO-ON TRN DRIVER FAILED TO GRANT RIGHT OF WAY r E8 AUTO PAS VEH TURNING LEFT FROM. PROPER LANE W8 AUTO-SW VEHICLE GOING STRAIGHT A 003.69 AT RT 174 E RT 30 JN ST RT UNDIVO 014665 FRI APR 17 87 J240 DARK/'W WET CLEAR HO-04 TR4 DRIVER FAILED TO 5RANT RIGHT OF WAY r Ed TRUCK OT VEH TURNING LEFT FROM PROPER LANE 1 Wd AUTO PAS VEH TURNING RIGHT FROM PROPER LANE l 303.139 INT RT 30 J?% ST RT UNDIVJ 039771 FRI NOV 01 85 1136 DAYLT DRY CLEAR REAR ENO DRIVER rOLLOwING TOO CLOSE ES TRUCE( UT Y=HICLE GOING STRAIGHT Ed AUTO PAS STOPPED FOR STOPPED VEHICLE 003.69 INT RT 30 MW ST RT UNOIvo 048191 TUE DEC 18 84 0743 DAYLT DRY CLEAR REAR END r FOOT SLIPPED OFF CLUTC►+ OR BRAKE Ed AUTO PAS VEHICLE GOING STRAIGHT E3 AUTO-SW STOPPED FOR TRAFFIC SIGNALS 003.69 INT RT 30 ES ST RT UNOIVII 055673 THU JAN 1C 85 1507 DAYLT DRY CLOY HO-CN TRN DRIVER FAILED TO GRANT RIGHT OF WAY 1 Ed AUTO PAS VEH TURNING LEFT FROM PROPER LANE i WB AUTO PAS VEHICLE GOING STRAIGHT 4 1 CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF ROAD NUrriER JOSS PREPARED 02 29 88 PERIOU FROM Cl 01 84 TU 06 30 87 MON OA LIGHT SLRF COLLISION INJLRIES RAMP TCT MILEAGE ALPHA OESCRIPTION OF ACC. LCCATION RDWY. FACT. CASE M DAY TH TE YR HOUR CONC CCND DEATH TYPE K A 8 C TYPE INJ aa�aaaaaaaraa a aaaaaaoaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaacsaaaaaaaaaaaaaazvsaaaaaassaaaaaavaa�:aaaaaaaa>xaaaaaasaaaassaaaaasaaa as a 1 NO ACCIDENTS RECOROE0f01 01 84 03 31 87 1 1 ) 1 1 .- _ - _.�.,.,. .. ..�_........ ....... .-...r. . ..r..-.•..e. ,nr .>>..c�v-in rrii so.cavo ant too Gc7oon17iaSik7aOn17sur-/.7aOn177urf.1pOPOs CF0 Nn.n4s PT Dir VolumK+ Program with Midnight Totals Data File 030ASeOt .TRF Position : 1 5tat.ia1-1 1 Ident . 15 Stmi-t Date Mar 1 01989 End Date Mar 1 0 19es Start Time 11 :29 End Time 2A: 00 Location COMMUNITY ROAD AT EUCKLANC) STREET L1=NORTFIED L2=SOUTHBD Mar 1 :k:K Lane 1 *�Ic -------------------------------------------------------------------------------------- Begin 00 01. 02 03 OA 05 06 07 09 09 10 11 00 15 1 30 13 1-Ir To tal 23 Svagin 12 113 1/1 15 16 17 is 19 20 21 22 23 00 1:3 10 9 13 16 17 .13 10 3 2 1 2 15 11 13 6 7 17 13 7 12 1. 6 1 1 30 12 13 10 9 1A 16 8 10 0 1 1 1 -15 13 5 12 7 20 a 7 A 0 3 2 0 Hr Total Al A6 37 36 67 5A 35 36 q 12 5 A Total volt.tme . 409 AM peak hour begins . 11 :30 AM peak volume A6 Peale hour factor 0 .68 PM peak hour begins . 16: 13 ISM Peale volume 68 Peak hoUr factor 0 .135 Mar t Lane 2 �k�K Reg i n 00 01. 02 03 0.1 05 06 07 08 09 10 it 00 15 0 30 15 q5 16 Hr Tout1. 31 �K�K�c:K:K ac�K%K�K�K�K%k�Mc:K?K�k�K%K�c�c:lc�4ciK�ic:K%K�K%k%k%K%k>K�K%K�c:K�c:K�K:Ic ac�1t�c�Ic�K�t ac%K:K�lc:lc:K�Ic:k:lc ac�1c:K�k�Ic%K�Ic:k:K%K:k:Kac�1c ac�c:K:K:K>It�ic:K%K:K Begin 12 13 1-1 15 16 17 le 19 20 21 22 23 00 IS 16 17 12 19 17 6 7 9 17 2 A 1:5 17 17 17 11 i© 19 3 A q 1 3 2 30 23 13 1 q 17 21 7 11 5 3 A 6 2 10 10 27 2.e1 21 S 10 5 7 5 0 1 Hr Total 76 56 75 70 79 51 30 21 2.3 27 11 9 ------------------------------------------------------------------------------------- To-ta.l volume 559 AM peak hour begins ].1 :30 AM peals volume . 66 Peak hrJt.tr fo.ctor 0 .72 PM peilk I•InUr br.;•gins 15: 415 PM peals volumrI . e2 Peal( hoUr factor 0 .85 r,,r Dir VolUlne Program with Midnight Totals Dat a 1=ilc' 03040001 .TRF r=,osition : 1 St.:Ltic7n 1 IdK_nt . 15 Start Date Mar 2 �1988 End Date : Mar 2 �19eS S t.ZLI-'t Time 00 : 00 End Time . 24:00 Lrnc.:ation COMMUNITY POraD AT SUCKLAND STILE=EST L1=NOPTI-IBD L2=5()UTHBO M.3-.r 2 Lane 1 :K:K ---------------------------------------------------------------------------------------- Beg i n 00 01 02 03 04 OS 06 07 08 09 10 11 00 1 0 0 1 0 0 4 5 5 14 14 9 15 2 0 0 O 0 1 2 6 4 6 9 15 30 1 1 0 0 0 5 6 5 7 9 B 11 -15 0 1 0 0 0 0 5 5 9 11 3 f3 Mr• To t i-.O. f1 2 0 1 0 6 17 21. 25 40 34 42 E;r•c.J i.n 12 13 14 15 16 17 1 B 19 20 21 22 2'-:) 00 15 15 10 15 10 13 1 0 0 0 0 0 15 12 f3 10 9 11 11 11 0 0 0 0 0 3 0 11 7 a 8 11 14 a 0 0 0 0 0 45 12 13 13 12 14 12 5 0 0 0 0 0 Hr Tata1 50 43 Al 44 46 55 25 0 0 0 0 0 -------------------------------------------------------------------------------------- Total volume . A96 AM peak hour begins . 11 : 15 AM peak volume 49 Peak hour factor 0.82 PM pviak hOUr begins . 16: 45 PM peak volume 57 Peak llOUr factor 0.79 Ma r• 2 Lane 2 �K:K Bri?g i n 00 01 02 03 04 05 06 07 08 09 10 11 00 0 0 0 2 1 1 E3 43 31 17 7 5 1.5 1 0 0 0 0 2 14 41. 27 14 12 13 30 0 3 0 O 0 3 24 38 19 11 12 17 fli 0 0 1 0 2 6 28 29 25 19 15 16 Hr• Tata1. 1 3 1 2 3 1.2 74 151. 102 61 46 51. Begin 12 13 14 15 16 17 IS 19 20 21 22 23 00 20 17 21 14 11. 1.9 14 0 0 0 0 0 13 23 20 IS 10 22 12 9 0 0 0 0 0 SO 22 13 15 15 1ifi 15 . 7 0 0 0 0 O 4 23 15 21 2 2 22 12 6 0 0 0 0 0 1•4r To L;:t1 88 65 75 61 71 58 36 0 0 0 0 0 T r)t.il1 vo1u+ne 961 AM pP:?.!Llc hour br.agi.ns 07:00 AM pem-k volume 151. Peale hour factor O .Elf:f PM pnstic 11OUr beq-Lns 12: 00 PM peals volume 130 Peak hoUr factor 0 .96 • .....w.rfrr►� .w.�....w.�w.rw ..w...r�.w�r���. i.+w. ++rrAtiw.r.•.... ... YEAR 1987 STA NO 132 7 YEAR 1987 STA NO 132 8 STATE OF CONNECTICUT STATE OF CONNECTICUT DEPARTMENT OF 'TRANSPORTATION DEPARTMENT OF TRANSPORTATION BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH PLANNING INVENTORY' AND DATA PLANNING INVENTORY' AND DATA TRAFFIC RECORDER DATA TRAFFIC RECORDER DATA TOWN OF SO. WINDSOR ROUTE 30 DIRECTION B TOWN OF SO. WINDSOR ROUTE 194 DIRECTION 8 LOC WEST OF COMMUNITY ROAD LOC N.W. OF COMMUNITY ROAD DAY SUN MON TUES WED THUR FRI SAT DAY SUN MON TUES WED THUR FRI SAT DATE 0 0 0 318 319 0 0 DATE 0 0 0 318 319 320 0 TYPE TYPE HOUR 1987 ADT = 10600 HOUR 1987 ADT = 14600 BEG BEGS MID 0 0 0 0 60 0 a MID 0 0 0 0 121 105 0 IA 0 0 0 0 29 0 0 IA 0 0 0 0 43 67 0 24 0 0 0 0 33 0 0 2A 0 0 0 0 40 46 0 34 0 U 0 0 15 0 0 3A 0 0 0 0 43 48 0 44 0 0 0 0 34 0 0 44 0 0 0 0 79 71 0 5A 0 0 0 0 140 0 D 5A 0 0 0 0 204 210 0 6A 0 0 0 0 617 0 0 6A 0 0 0 0 838 825 0 7A 0 0 0 0 997 0 0 7A 0 0 0 0 1055 1056 0 8A 0 0 0 0 700 0 0 RA 0 0 0 0 836 843 0 9A 0 0 0 0 475 0 0 9A 0 0 0 770 691 0 0 IDA 0 0 0 436 0 0 0 IDA 0 0 0 720 692 0 0 11 A 0 0 0 525 0 0 0 11 A 0 0 0 754 727 0 0 12P 0 0 0 593 0 0 0 12P 0 0 0 862 872 0 0 1P 0 0 0 553 0 0 0 1P 0 0 0 832 741 0 0 2P 0 0 0 600 0 0 0 2P 0 0 0 962 947 0 0 3P 0 0 0 814 0 0 0 3P 0 0 0 1060 1035 0 0 4P 0 0 0 1019 0 0 0 4P 0 0 0 1259 1234 0 0 5 P 0 0 0 1005 0 0 0 5 p 0 0 0 1 190 1143 0 0 6P 0 0 0 639 0 0 0 6P 0 0 0 891 925 0 0 7P 0 0 0 391 0 0 0 7P 0 0 0 697 647 0 0 BP 0 0 0 276 0 0 0 8P 0 0 0 443 485 0 0 9P 0 0 0 257 0 0 0 9P 0 0 0 439 423 0 0 1D0 0 0 0 153 0 0 0 lop 0 0 0 247' 246 0 0 lip 0 0 0 110 0 0 0 11P 0 0 0 184 173 0 0 TOT 0 0 0 7371 3099 0 0 TOT 0 0 0 11316 14245 3271 0 RECORDER 227 24 HR - 10479 r, - 4 RECORDER 225 24 HR - 14580 G - 4 YEAR 1987 STA NO 132 9 YEAR 1987 STA NO 132 10 STATE OF CONNECTICUT STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH PLANNING INVENTORY' AND DATA PLANNING INVENTORY' AND DATA TRAFFIC RECORDER DATA TRAFFIC RECORDER DATA TOWN OF SO• WINDSOR ROUTE 74 DIRECTION 8 TOWN OF SO. WINDSOR ROUTE 30 DIRECTION 8 LOC N.E. OF ROUTE 30 LOC EAST OF ROUTE 74 DAY SUN MON TUES WED THUR FRI SAT DAY SUN MON TUES WED THUR FRI SAT DATE 0 a o 318 319 0 0 DATE a 0 0 318 319 0 0 TYPE TYPE HOUR 1987 AOT = 7200 HOUR 1987 ADT = 13000 BEG BEG # � #4 MID 0 0 a 0 50 0 0 MID 0 0 0 0 100 0 0 IA 0 0 a D 21 0 0 1A 0 0 0 a 51 0 0 2A a 0 0 0 22 ❑ a 2A a a a 0 44 a 0 3A 0 0 a 0 14 0 0 3A a 0 0 0 36 0 a 4A 0 0 a 0 15 0 0 4A 0 0 0 0 76 0 0 5A 0 a 0 0 119 0 0 5A a a a a 163 0 0 6A 0 0 0 0 517 a 0 6A D 0 0 0 709 0 0 7A a 0 0 0 647 0 a 7A 0 0 0 0 977 0 0 8A 0 o a 0 479 0 a SA 0 0 0 a 731 0 0 9A 0 0 0 327 a 0 a 9A U 0 0 596 0 0 0 IDA a 0 0 221 a a o 10A n 0 D 5911 a o 0 IIA 0 0 0 286 0 J U 1 1 A 0 0 a 675 0 0 0 12P a 0 0 275 ❑ 0 0 12P 0 a 0 742. a' 0 0 l P 0 a 0 280 0 0 0 1 P a a 0 695 0 0 0 2P 0 0 0 349 0 0 0 2P a a 0 813 0 0 0 3P 0 0 0 553 0 0 0 3P 0 0 0 1010 0 0 0 4P a o 0 756 0 0 0 4P 0 D 0 1200 0 0 a 5P 0 0 0 702 0 a 0 5P 0 a 0 1222 0 0 0 6P 0 0 0 467 0 0 0 6P 0 0 0 827 0 0 0 7P 0 0 0 322 0 0 0 7P a 0 0 534 0 0 0 RP a 0 0 200 0 0 0 8P a 0 0 398 0 0 0 9P a 0 a 225 0 0 0 9P 0 0 0 332 0 0 0 lop 0 0 0 139 0 a 0 lop a a 0 190 0 0 0 11P 0 0 0 97 0 0 0 11P a ❑ 0 160 0 0 0 TOT 0 0 0 5199 1884 a 0 TOT 0 0 0 9984 2687 0 0 RECORDER 220 24 MR = 7083 G - 4 RECORDER 255 24 MR = 12871. G - 4 YE AR 1987 ST A NO 132 11 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF PLANNING AND RESEARCH PLANNING INVENTORY` AND DATA TRAFFIC RECORDER DATA TOWN OF SO. WINDSOR ROUTE DIRECTION 8 LOC BUCKL AND ROAD - SOUTH OF ROUTE 30 DAY SUN MON TUES WED THUR FRI SAT DATE 0 0 0 318 319 0 0 TYPE HOUR 1987 ADT = 13100 BEGS MID 0 0 D 0 107 0 0 IA 0 0 0 0 29 0 0 2A 0 0 0 0 31 0 0 3A 0 0 0 0 26 0 0 4A 0 0 0 0 35 0 0 5A 0 0 0 0 170 0 0 6A 0 0 0 0 756 0 0 7A 0 0 0 0 935 0 D 8A 0 0 0 0 741 0 0 9A 0 0 0 649 0 0 0 10A 0 0 0 572 0 0 0 11 A 0 0 0 607 0 0 0 12P 0 0 0 706 0 0 0 1P 0 0 0 711 0 0 0 2P 0 0 0 810 0 0 0 3P 0 0 0 986 0 0 0 4P 0 0 0 1161 0 0 0 5P 0 0 0 1131 0 p 0 6P 0 0 0 885 0 0 0 7P 0 0 0 659 0 0 0 8P 0 0 0 405 0 0 0 9P 0 0 0 431 0 0 0 lop 0 0 0 239 0 0 0 11P 0 0 0 170 0 0 0 TOT 0 0 0 10122 2830 0 0 RECORDER 219 24 HR = 12952 G - 4 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 *** ******************* ***** * ******* ********* ** * **** ** IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Site Drive NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 33 0 39 THRU -- 0 160 82 RIGHT -- 41 32 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5 . 50 5.50 0.00 5. 50 MAJOR LEFTS SB 5 .00 5 .00 0.00 5.00 MINOR LEFTS WB 6. 50 6. 50 0.00 6.50 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 40 613 594 > 594 > 554 > A > 730 > 640 >A RIGHT 50 895 895 > 895 > 845 > A MAJOR STREET SB LEFT 48 972 972 972 925 A 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 *************** *** **** *** * ** *** * **** **** ** ********* IDENTIFYING INFORMATION -------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . 0 . . . . . . Sullivan Ave. NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 0 0 194 -- THRU 452 189 160 -- RIGHT 121 41 4 -- NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 -- ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND ----- --- --- - VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV' S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND --- --- --- CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5 .50 5 .50 0.00 5.50 MAJOR LEFTS WB ' 5 .00 5.00 0.00 5.00 MINOR LEFTS NB 6. 50 6. 50 0.00 6.50 CAPACITY AND LEVEL-OF-SERVICE Pag -3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 237 322 322 > 322 > 85 > E > 325 > 83 >E RIGHT 5 577 577 > 577 > 572 > A MAJOR STREET WB LEFT 0 606 606 606 606 A 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Route 30 NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 174 0 -- 1 THRU 803 323 -- 82 RIGHT 121 17 -- 114 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 -- 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND ----- --- --- SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND --- --- --- SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2 ) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS SB 5 .50 5.50 0.00 5.50 MAJOR LEFTS EB 5 .00 5.00 0.00 5.00 MINOR LEFTS SB 6.50 6. 50 0.00 6. 50 CAPACITY AND LEVEL-OF-SERVICE Pag -3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET SB LEFT 1 117 95 > 95 > 93 > E > 688 > 548 >A RIGHT 139 729 729 > 729 > 589 > A MAJOR STREET EB LEFT 213 816 816 816 603 A -°14r':i$r.,.�y,�X1ii711,..n.�i...'-ir�B�f.'s'.C`.'�fv'��:v:?i•lN�'.,�„�'.`..FG�'.�cvi-.';J3',`'.5nr 5,+ir"w'4iMi°°.:-!i..r,./3..f .t3w�!_r_g.-`;,c,..w ana.e.>_aerwr�d+-ae...nm......•,..,..,.�-_.... - _ .. t0%j o 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 November 18, 1988 Leonard Jacobs, Esq. 148 MainStreet Manchester, CT 06040 Re: Application #88-90, D.W. Fish Office Building Dear Att aY Jacobs: Attached is a copy of comments from the Planning and Engineering Departments regarding the above-referenced application. Please make the necessary revisions to the plans and submit 6 complete sets (including architectural elevations, landscaping plans, etc. ) to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. Very truly yours, �n Marcia A. Banach Director of Planning cc: Town Engineer 4 D. W. FISH OFFICE BUILDING - PLANNING DEPT. COMMENTS 1. What is total impervious coverage? 2 . Driveway cut on Ellington Road is not acceptable. 3 . Why does the recently-erected sign in front of the building include retail space available? owN sE+<� CG-P S-OU� ?d&U146-0t U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 !'►�soR.CO AREA CODE 203/644-2511 November 2, 1988 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works RE: Engineering Review D. W. Fish Office Building Please find attached the SEA review of the subject application. The following items are also noteworthy: 1 . Drainage design not consistent with Welti report (High groundwater problems on site such that drywell approach does not appear viable. Time of borings does not correlate to high groundwater time of year) . 2 . Check of down stream drainage needed. 3 . Where do roof leaders discharge? MJG/jsv S E A Consultants Inc. Engineers/Architects October 11, 1988 T Pnncipals Arnold B Goldstein,PE Frederick G Aufiero,PE Mr. Michael J. Gantick, P.E. Robert M Brandon,A I A Director of Public Works Stephen H Geribo,PE Town of South Windsor David T Goodemote,PE Bruce E Soule,PE 1540 Sullivan Avenue Kenneth M Stewart,PE South Windsor, CT 06074 Anthony J Zuena,P E Associates Re: D.W. Fish Office Building Steven L Bernstein,P E Job No. 88126.44 Paul F Gabriel,PE Mark Gould,PE Task Order No. 44 Joseph A Murphy,P E Michael S Schultz,PE Dear Mr. Gantick: Paul C Showstead,PE Arthur A Spruch,PE As requested, S E A Consultants Inc. has reviewed the Paul C Ross,PE following for the above referenced project: Sheet No. Title Prepared By Date 1 of 3 Key Map, Plot Plan Design Professionals 9/8/88 & Topographic Map 2 of 3 Sedimentation & Ero- if if 4/8/88 sion Control Plan 3 of 3 Landscaping Plan if it 7/3/88 -- Drainage Map it 9/8/88 -- Drainage Calculations 9/9/88 This information was reviewed for compliance with the Town of South Windsor Subdivision and Zoning Regulations dated July 241 1972 and standard engineering practice. We note the following: Section 4.13.2.1 KEY MAP d. Lines indicating the proposed drainage system should be included on the map. Section 4.13.2.3 PLOT PLAN 850 Silas Deane Highway C. Building lines in accordance with zoning regulations Wethersfield,CT 06109-3412 should be shown on the plan. (203)721-7993 485 Massachusetts Avenue Section 4.13.2.4 TOPOGRAPHIC MAP Cambridge,MA 02139-4018 (617)497-7800 C. Sanitary sewer flowline elevations should be provided 1537 Main Street at all locations. Springfield, MA 01 1 03-1 420 (413)731-9662 g.Citicorp Park West Roof drain flowline elevations should be included 100 Foden Road on the map. Also, roofdrains should be discharged South Portland, ME 04106-2319 directly into an existing storm drainage system and (207)775-2281 a discharge analysis provided. 1 - S E A Consultants Inc. Engineers/Architects Mr. Michael J. Gantick, P.E. October 11, 1988 Page Two Section 8 OFF STREET PARKING A zoning waiver and/or variance has been requested for one parking space and the size of parking spaces (9' x 18') and has been indicated in the Zoning Data Block on the Plot Plan. One handicap parking space has been provided on the plan. However, the Town requires one space per 25 parking spaces provided. Therefore, an additional. handicap space is required. GENERAL COMMENTS 1. It is recommended that the proposed entrance along Route 30 be eliminated due to the proximity of the Five Corners intersection and the existing traffic congestion being generated. . 2. The cross slope of the proposed parking lot should be included on the typical parking lot section. 3. It is suggested that the proposed leaching gallery system for on-site drainage be substituted with direct discharge into an existing storm drainage system. The presence of flooding at the corner of Community Road and Route 30 will likely create adverse effects to the proposed systems. If you have any questions, please do not hesitate to call me. Very truly yours, S E A Consultants Inc. i John T. Holland JTH:ap 7 //1/'.= rJ'�di GO✓'Ly !,,,. ALL/a-;i / J-'E=l✓s� a+�i.�`.'°°v tom'.a fZ•`�✓/r_a;' �r<:�;e;,,. ,.:f.Y�?" �� �• d ��.�✓ y _ 7 3 S 17�-tom/n/R fP4= �."•a r..r a a• . •:'/ j �•,• � rr�:��e� _ .° .' Sl/LL/v.�.✓ �y� 1l //,101_4' wA 7ZaP A /•ti y _ ,, - a Co.Ls1T/?'L ry rt-t e.J' :c-1 7 wM Sf y - sloam ?A• O c ' 01 4�� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 i SOR•CON AREA CODE 203/644-2511 Nni4p_MhPr 7 9 , M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works RE: Engineering Review D. W. Fish Office Buildi ��`/ Please find attached the SEA review of the subject application. The following items are also noteworthy: 1 .' Drainage design not consistent with Welti report (High groundwater problems on site such that drywell approach does not appear viable. Time of borings does not correlate to high groundwater time of year) . v S, civt� r Check of down stream drainage needed. Tr- I p J ' �v 10 F- t w �D vr"Cl? ; 7 -Wi !re eta leftelers discharge? C8 will wi It fohoY k A^-K- F pw G � � (,�"Vt w2 f 7-�1.�s 4v 4� G�.Q S N c +C •tjs c T3 w� S k�k C.�'t1�n E'�. i K Y �fJ (f ktC MJG/ 's v A A-uw, c-f 6,,6&1� I F 49F Ftu a b c 144 V Cx-C..� l0,0 S f,< � U m v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soe•coN�v AREA CODE 203/644-2511 27 January 1989 Atty. Leonard Jacobs 148 Main St. Manchester, CT 06040 re: Appl . #88-90P Donald W. Fish/Community Road Site Plan Dear Atty. Jacobs : We are pleased to advise that the Planning and Zoning Commission voted on January 24, 1989 to approve the captioned application for a site plan of development in accordance with Drawings 1 and 2 dated 9-8-88 (rev. 12-12-88) and Drawing 3 dated 8-26-88 prepared by Design Professionals, Inc . , Project No. 87-226 , and with the following modifications : 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 4 . A landscape bond in the amount of $ 5000 is required and must be submitted prior to filing of mylars . 5 . All plans used in the field by the developer must bear zhe stamp and authorized signature of the Town of South Windsor. 6 . Entrance from Ellington Road must be eliminated. 7 . Drainage is subject to the approval of the Town Engineer. If galley system is not accepted by February 7, 1989 , offsite drainage must be provided. Black and white transparent mylars of Sheet #1 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days Atty. Leonard Jacobs -2- 27 January 1989 to' be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing 'in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION A i 4 R and F. Hallowell, Jr.� Chairman cc: M. Gantick, Director of Public Works F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach; ,Planning Director Registrar of Voters Inland Wetlands Agency/Conservation Commission Fil Engineer Applicant pow ° o-P S-Ioam ?dli� _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR•co AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JAN. 28, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its Jan. 24, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl . #88-107P, Alford Associates (Vintage Homes ) , for a 2-lot resubdivision of property at 218 Foster Road (easterly side of Foster Road northerly of Ellington Road) , RR Zone. 2 . Approve, with modifications, Appl . #88-108P, Walter T. and Cynthia L. Foster, for a 1-lot resubdivision of property at 90 Foster Street (southeasterly side of Foster Street) , RR Zone. 3 . Deny Appl . #88-70P, Guy Burns, Capitol Steel Site Plan, 121 Connecticut Avenue, IP Zone. 4 . Approve, with modifications, Appl .,., #/$8-90P D. W. Fish Site Plan, 1774 Ellington Road ( 5-Corners' a , RC Zone. 5 . Deny Appl . #88-98P, Theodore F. Srubas Site Plan, southwest corner Sullivan Avenue & Schweir Road, I Zone. Dated at South Windsor, Connecticut this 25th day of January, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary DR. CLARENCE WELTI, P.E., P.C. GEOTECHNICAL ENGINEERING 227 Williams Street- P. O. Box 397 ', 'r Glastonbury, CT 06033 1''�'yi►' � � `t` fi' 1 i (203) 633-4623 ►" .� . r,r February 2 , 1989 FEB 2 ID89 DESIGN PROFESSIONAL- Ir1C. Design Professionals Inc . 1170 Ellington Road 9Rte . 30) South Windsor , CT 06074 Att : Robert Arsenault , P .E. Re : D.W. Fish Office Building South Windsor , CT Drainage with On-Site Galleys Dear Mr . Arsenault : Regarding the above and pursuant to your letter of 25 Janaury 1989 , the 4 foot deep galley would be acceptable . The effect of the change is as follows : a . There would be an obvious increase in detention (which should include 1/3 of the volume of the stone around the galley) b . The outflow will be obviously decreased to about 1/3 of the previous value - i .e . . 001 to .002 cfs/ft . As regards the water table the anticipated change is about 2 feet - i .e . 6+ feet to 4 feet below grade . This variation was considered on the estimate of exfiltration . The storage , as indicated from your calculations , is clearly ample for the subject site with a 100 year frequency storm. If you have any questions please call me . Very truly yours , Dr . Clarence Welti , P. E. , P .C . CW:n r ' •SENDER: Complete Items 1 and 2 when additional services are desired, and complete Items 3 and 4. Put your address In the "RETURN TO" Space on the reverse side. Failure to do this will prevent this card from being returned to you. The return receipt fee will provide you the name of the person delivered to and the date f dellvlrX. For additional fees the following services are available. Consult postmaster for fees and check box(es)for additional services)requested. 1. ❑ Show to whom delivered,date,and addressee's address. 2. ❑ Restricted Delivery t(Extra charge)t t(Extra charge)? 3. Article Addressed to: 4. Article Number r (pjZ 9 a D ,�-r-r�r. �or,r r�►�� �l r9c�r�s � Type of ce: Joe MM//J !�P%- ❑ Registered ❑ Insured _ $ Certified ❑ COD (p YQ ❑ xpress Mail Al ' nature of addressee 4 orways SLIVERED. 1 5. Signature—Addressee 8 UUeSttdUA0Wfe NLY if Xs' -x ���7. Date of ivery PS Form 3811, Mar.1997 *u.SALP.O.IN747111-M DOMESTIC RETURN RECEIPT PROJXCT NAW .O.W• .4=/S 14 oFF/CL 8 v lz"O i,y a SHEET: / _PROJRCT NO.: 67- 224 ,_.,E QM LOCATION: 6 ou TH kJ i A/O 5 at DATE: Mgec4 9B9 oM angino ra • planners • .ur my" e s i g n (203) e44-4795 rofessionals, inc. 401 Auckland rood. south M4rd.or. al. 06074 To 7-4 4 ,L�,��r� c.� ,L EA cN 1A1< gc4,z L E y = 92 /- F. To T/!,e, TO,P.Q G E !/OL UME (' vc c, //3 STa.vE, : /8 G 7 rnrAL SS VAIIA/d* A 2 =T. /S.E 1A.1 To 7-4z- va4 UM45 Aeon-s ,9 /o Y•�'_ STo.PM = 8 3 S FT 3 TOTAL Vo L&A-f a c.ecwf .4 /o a y.P. STa.Piy = /2 9 b "Cr 3 o, oo x 92 = a. 092 cOeS . /o YE'A P STo.PM = 8 3 6��9 Z = /5/ �'�'/i•v. _ �5 �-/.P S _PRO,JE'CT NAYa: I.Z�. FISH oG�/CE A50 IA.ro/Au& _ GT LOCAT�IV: uTf/ All AW fWie C 7- DAM.. zw c y /989 eM .n�►.... . 01enn.r. . a,.,,.yb., e s i g n (203) 044-4790 rofession QI s, inc, R401 Av4.1.n 4 rnnA• ow-Ah rfnffww r4 Mn74 _ v + I II tBroken tone or Screened Gravel S' Mini— - TYPICAL LEACHING GALLERY CONSTRUCTION 4,0e,0 un/,p W.4 7rR oS S�E•Q✓E.O @ rvC _PROJECT NAB: !,Z y�. Fish oG�icf .6u i�,o i�u� Sl 'a'T: _t'� cr Locw7Tp�t: �u�.y s,ILMO fSO,Q. c r DA17�': �JIA,Qcr� /9A9 eM .n�R,..n . �l.nn.r. w,►..yb►. e s i g n (203)644-4796 rof ession al s, Inc. R401 A1pd1.n.1 P. 0. rn% onroww e1 nwn74 "JL9 2'MIN. I I II tBroken t-tone or Screened Gravel s' mine S7 o85E4 vE0 �,eov�/�h/,o rF,e TYPICAL LEACHING GALLERY CONSTRUCTION S'CAL,e / Jr r �,POun/QWATE� e%ex5&P VE,O C2 749 _PRO,BCT NAW. D". fISN oG.rr/CE Abu ILrOlAj& 'Sht�'B•T: ,c,�, -F20jxCT NO.: 87- 22 G Q,D�CT LoC,m1Y: At1A1a 9 C 7- DAM.- z . /989 •M •n�R►•q+ • Plax�•rs • ww-vyb.� e s i g n (iO3) e44--470e rofession al s, inc, R491 hit4le"ff r w,4. *.-o% v fnA«» r•o Mn74 2'MrN. I 0 I II tBroken t tone or Screened Gravel • 4'-o' a' Ming C7 ��✓EO til�?TL�� + 2�T �_ ---Q�5 E�✓�'�O /mil A rL�2 TYPICAL LEACHING GALLERY CONSTRUCTION scA,c,e / " r t ' 2 .e 9& ,�•cv• �/Sf/ ooFiC�E gu/.C.O,�.�� AivAt�/6�.S of o u ),o 4.J.4 r'EAE!_ /*vAhOi uG /9Fic:EC T /c,Qo ttt EXrsr• B,C.Dom. /ooYR. t5MOCA4 t Z AT' (io7,0) �cwce 8A5L�ME�v1' FLoo� Cr3 /d�.a � wP!{2 '-- n�_ AeC-A oA MovN,O/N 6 - oqru zV f ioo .CE•ACN/,vG �At.G�Es C.B. / LE : Ike. / :fDeC7-/r-p �A -A Veer. / �S v�ryd w.t/ .Qt3d vim. A�zSva•r�,�� suoQa r Cd S� � ��. /o o y.P. - raQ•+�I �"' Z �T, �`' v uo�.�b .�.�ar�d eF S 'v. ra c�+Qou�Vt�w�4�� W�L L �t�r' iiv7 •Qi���2� 4J/774 Ira A 45A IfA FAJ7 --VA 7'7eA.) �lj, .,�•o,•u� ,�,-;o vsE.o �� r'o,e 1-s a,,,VY �w �.e.�r�•94 iG»y tr-%F E C E �/L Oit�G S � �'>aT� �� C�auv,Ec r7 c uT ��i�.grlTiyE..U7' l.�►G' APR 4 1W,' SO. WiNDSDR PLANNING LE, 8, T g' TYP.I o _ - Yrr209 6 '\ t ' 4 ANTI RACI ING AP _ > �(P ARK G ARE E WAY ` I \ EXIS1� P �IGN ON � �� . �9 DO NOt ENTER" . 39 M _ 11 V/v30 I 16 =2 — - _ _ _ _ _ 00D SIGN - CON a! / STRIAN DOOR 00 -- ROOF ADEa I EHIRANCE AREA a aF - Ai- I Q b TO BE REMOVED 0 1��AI� P Rw25, CO Al rl� A'yrs PANE � to K LEA_ OfI Z `` 24 q� BIT. CONC \\ � PROPUSED LEAK-OFF LIC 1� - 4 .83' --i -- FLOOD PEDESTRIAN DOOR ' i �LI GH T ' CO _ _ _ - _ LL ROOF LDR. EXIST. BUILDING VE 1 - 27" PL MAIN F.F. = 111.0 PI- � DIVE NORTH ADDITION F.F. = 09.5 _ I & H11. gc DOWNSPOUT ` OUTSIDE FAUCET I o I ^ e PEDESTRIAN DOOR oI Ui L R=20' I24" MPL —/ 2 R=20' UGNT - � J _5. REMOVE CONC. WALK CDR' QQ� O D I09 'MOST ALL CONC. PAD o 24 mt, B rl 02 1 t�6.80 • MNI 4► en I12 fAPL P GED -- � R=5 ��� - SIGN S.O. 1 15 96 H _ __SIC ONE W/ E DO NOT ,ENTER t _ � --v-- jt 82039.75 I p �ea3xet.es glT. CURB - - - - - SIG)L1- _ _ —� r 7_au� Ole ?d&U&ot � 44 sicw� 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 �'►osoR.CO AREA CODE 203/644-2511 RE: Preconstruction Meeting - Application #88-90P D. W. Fish Office Building IN ATTENDANCE Name Company/Address Telephone # John E. McCahill Town of South Windsor 644-2511 Jerry C. Iazzetta Town of South Windsor 644-2511 Marcia A. Banach Town of South Windsor 644-2511 David Ahrens Design Professionals 291-8755 George Hession Grist Mill, Glastonbury 276-6300 Rick Martell Design Professionals 291-8755 D. W. Fish 20 Dimock Lane, Bolton 646-9745 The following is a brief summary of points discussed during the meeting. Erosion & Sedimentation Control 1 . All erosion and sedimentation control measures are to be in lace prior to earth moving operations in each area and maintained cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work 2. All topsoil stockpile areas to be protected (ringed with haybales or equal) . 3 . During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Community Road. Water is to be used for dust control as required. Public Works 1. The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: D.W. Fish Preconstruction Meeting October 23, 1989 a) after site is staked out b) all drainage work c) Preparation of subgrade, compaction tests as required by the Town. d) Preparation of subbase, six (6) inch lifts e) Placement of bituminous concrete, 1 1/2 inch layers. 2. Certification of gravel used as subbase will be required by an approved testing company. 3. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 4. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located by a certified land surveyor. 5. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. Any pipe or structure work requires inspection prior to backfilling. 6. Any problems and/or questions regarding construction of �this project will be directed to Donald Fish in the field. 7. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 8. Job meetings will be held as needed, and can be called by the developer or Town. 9. Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy and Building Permit. 10. Only approved copies of lot site plans to be used on job site. Any proposed changes are to be presented to Engineering/Planning Department prior to implementation ;on change sheet. Town staff will attempt to turn around within 24 hours. 11 . DOT Permit needed for any work within state road. Copy to the Planning Department. D.W. Fish Preconstruction Meeting Octob r 23, 1989 Page Two 12. No paving after October 15 without written approval from Director of Public Works. 13. Normal Hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. SNET/NU 1. Contact utilities for coordination of utilities connection. Police Department: 1. Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 2. 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. 3. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact the Police Department. Building Department: 1. Plan review with Building Official/Fire Marshall required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. Iazzetta, Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET Hal Clisby, CUP D.W. Fish Preconstruction Meeting October 23, 1989 Page 3 John R. Collins, Chief Building Official Fred Shaw, Superint ndent of Pollution Control John E. McCahill, Zoning Enforcement Officer David Ahrens, Design Professionals George Hession D.W. Fish Rick Martel D.W. Fish Preconstruction Meeting October 23, 1989 Page 4 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON �9t r /j� jj',�, Phone No. ,; - Site Name � P&Z NO. t Owner -j,. I ns : `PL°sk Phone No. y�T Contractor E� , Signature of Owner Date: n-* Signature of Design Engr. - _If te: CHANGE: (Describe location and nature of change. Include plan/profile of Change) . Reason for Change: (Why is change required) t APPROVALS: (As Required) Dir. Of Plannin - Date: Town Engineer. - �� Date: Dir.. of Public W rks /rL Date: Other: Date: STAFF �OMMENT cc: Deputy Town Engineer Zoning Enforcement Off' Chief Building Of f ici ���f RECEIVED ._ _ �-•, �n��of Sep 1990 ► 8 n,e;rnu ' 9 ■ Fesigo HAND DELIVERED,: rinc.fessionals, i civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: Marcia Banacn, Planning Director DATE: 3/28/90 TOWN OF SOUTH WINDSOR REGARDING: Site Plan Modification PROJ. NO. 87-226 1776 Ellington Road South Windsor, Connecticut WE ARE SENDING YOU: for your use at your request X for approval for your files for review and comment THEFOLLOWING: Minor modifications to the site plan accommodating Keyes Associates ' interim intersection improvement plan. We will be reducing the drive to 12 feet, eliminating one parking space, shifting over the dumpster, and deferring landscaping treatments in the two areas outlined on the landscape plans . Kindly review this proposal with Mike Gantick at your earliest convenience and call me with your response. Thank you. Design Prof ionals, Inc. By. Peter R. DeMallie Principal cc: Donald W. Fish w/sketch Lon Annulli w/sketch Marilee Beebe w/sketch 1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755 DWFISH T#Better /�Homeso and Gardens Vernon Office, Vernon Circle, Vernon, CT 06066 Telephone (203) 871-1400 ■MANCHESTER OFFICE 243 Main Street Manchester,CT 06040 Telephone(203)643-1591 May 23 , 1990 ■HEBRON OFFICE Hebron Green " d� Hebron,CT 06248 I DP r; Telephone(203)228-9451 Town of South Windsor 5 1 540 Sullivan Avenue MAY ..,.,, ■D.W.Fl i CATION South Windsor , CT. 06074 199C� Vernon Circle rcle Vernon,CT 06066 Telephone(203)875-3636 SOLJth '•`/rods, Dear Sir : Planning & Zorling Commission ■D.W.FISH MORTGAGE CO. 243 Main Street Manchester,CT 06040 Telephone(203)646-6760 This letter is a formal request for release of ■BETTER HOMES AND GARDENS' Bond for landscaping at 1 774 Ellington Road , FAMILY RELOCATION SERVICE 270 Farmington Ave South Windsor , CT. 06074 . Farmington,CT 06032 Telephone(203)677-1107 Affiliate Realty Companies: IN AVON OFFICE 282 West Main Street Avon,CT 06001 Telephone(203)677-2977 Thank you ■GRANBY OFFICE Byron Drive Granby,CT 06035 �/l Telephone(203)653-4507 ,,((,� a d ish ■SIMSBURY OFFICE D W F/S F R 102 Hopmeadow Street Simsbury CT 06070 Telephone(203)658-1957 ■GLASTONBURY OFFICE 136 New London Turnpike Glastonbury CT 06033 Telephone(203)633-3661 o 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 !~osoR•co�' AREA CODE 203/644-2511 26 October 1990 Mr. Donald W. Fish D. W. Fish Company Vernon Circle Vernon, CT 06066 Dear Mr. Fish: Re: 1774 Ellington Road South Windsor, CT 06074 $5,000 Landscaping Bond This is to advise that the Planning and Zoning Commission voted on October 23, 1990 to release the above-referenced bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. Please call or write the Planning Department office at the South Windsor Town Hall ( [203] 644-2511, Ext. 251) to make these arrangements . Thank you. 4 � Very truly yours, PLANNING AND ZONING COMMISSION c.� AO S_L Louise C. Evans Chairman cc: M. Banach, Director of Planning