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Site Plan of Development (75)
TOWN OF SOUTH WINDSOR PLANNING&,ZONING COMMISSION, �o w N 34. APPLICATION FORM Ke Application No: nozibij Official Receipt Date: /�- / -N ORIGINAL Receipt No: APPLICANT Mane es r rial Hospital and 1496 Sullivan Ave., T,rC �'sc�k.ci}r� c/o Wallace-Tustin RealtY� 22 Moran Farms Drive South Wi '���W ADDRESS: g r�i", �I' 06074 OWNER OF RECORD ON LAND RECORDS: 1496 Sullivan Ave. , LLC & Manchester Memorial Hospital 22 Morgan Farms Drive, South Win sor, CT 6 Sullivan Ave. , LLC ADDRESS: 1504 Sullivan Avenue, South Windsor, CT (Manchester Memorial Hospital) COMPLETE LOCATION OF PROPERTY: 1496 & 1504 Sullivan Avenue, South Windsor, CT 06074 ASSESSOR'S MAP # 64 PARCEL #25 & 26 ZONE RO NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Principal, Design Professionals, Inc. 165 South Satellite Road, South Windsor, CT 06074 Tel 291-8755; Fax 291-8757 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑Minor ❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) ❑ Site Plan of Development ❑ General Plan of Development ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) Ca Regulation Amendment fl 7oni-cr n e,�}..a av;cn �,►..., .w ""o �'l arj.Jal-a d clYlli:llallll%11Lj Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Application Pending sig is required to be posted on the property forplica ions ten (10) days prior to being heard by the Commission. �L_ President & C rc H. Lory Signature o Ap President-4-CEO Si ture o Property Owner Manchester Memorial (See reverse side for additional in rmation) Hospital ' w TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION S]TE PLANS APPLICANT Igah&.,,L, 61 C M4 r`j ,)%�4*j PROJECT NAME W,&LLA-r_ r—,.�sTrr:r .4 MA-At c)+Fsv Z_ j4 sn 7na L This checklist must be signed by plan preparer(P.E./LS.) declaring that all'-required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant b. .Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet This map will show the overall design of the Development and surrounding property within 500 feet a. Data block which gives needed zoning information such as percentage of lot coverage,acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet ✓ e. Names of abutting property owners. NIA f. Proposed open spaces and recreation areas. y g. Driveway cuts on abutting properties and any properties across from proposed site. ✓ h. Distance to and name of nearest intersection street 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 4. Plot Plan: A layout map of the proposed site drawn to a s e of 1 inch equals Tfeet on either of the following size sheets�� 1 24" x 3 9with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose. —� f. Names of abutting property owners. g. Monuments will be indicated at comers and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indic ated. L A-2 certification; P.E./LS. seals and signatures. 5. 'Topographic Map: A map drawn to a scale of 1 inch tou feet on sheets not exceeding-24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and.proposed buildings. b. Curb lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. e. Present wooded area indicated by foliage lines. An trees to be should be shown. y saved f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. g . Regulated wetlands and 100-year food lain or note that P none are present v h. Proposed storm drainage g system, showing all catch,basins, endwaits, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches,within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. Connections of all springs into proposed _ sP 9 P Posed storm drainage system as needed. j. Location and indications of existingbrook channels, and 100-year food limits. k. A-2 &T 2 Certification; P.E./L.S. seals and signatures. 6. Landscaping plan: 7. Drainage calculations: -Zero Runoff Increase Per attached guidelines. 8. Traffic Report: ►mow 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, drainage, sanitary sevver (including sewer), foundation drains, lot lines buildings including ( n9 house 9 ng all.utilities with elevations(top frame and inverts), size, type, length, slopes of pipes. C. Sight line at driveway&street intersections. 1 d. Profile of roadway showing existing and finished grades. Roadway will show all tangent grade and all vertical curve information.' Profile �YL e. Profile will show all catch basins and all drainage lines between basins with all invert and top of frame elevati ns sizes lengthscatch slopes of PPam• and 1 1 f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. r/ g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on'standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, inverts, top of frame, sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet 1. 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. Z o PIM PEEPAPER P E. L.S. DAT June 23, 191A MMH Wallace Tustin Site Plan 1. Ap licat'o for tfw site plane f r property locate on the easter�}y side of Sul iva e., out erly side o Rte 74, Rd zone. :The applicant received -' a z ne cha g on th pr erties 'n Jan dry of 2000i,__,% 2. a c is re posies ,df ie�'�u�il�d�har`e�l access: The medical facility that currently exists at 1504 Sullivan Avenue was created by variance in 1980; that variance was for one doctor, a nurse and a secretary. It appears that the medical office has since added at least seven employees, including the two physician's assistants listed on the free-standing sign. The zone change coupled with this site plan application, if approved with a parking waiver, would bring the medical office into compliance with zoning. he real esta office is propos for 1496 Sullivan Ave. There are two xis h g dr' ays t he two i es. e sh Ie ac�qts w d elimin,�te ne d ive a n S li a en wh' is e/u t o y � � q he ac��ss manag en t r tions The driveway proposed is approximately 140 feet from the jsignalized intersection of Sullivan Avenue at Route 74. f itid��7 dfr(�f'e s dot. k "!?wwf' _ _rr , ' �e 7/I �iJ✓rIr G2t , 3. Under the Access Management regulation in Section IIIA, the applicant must conform with several provisions. They include: • Distance from the intersection to site drive must be at least 150- feet. The Commission can allow a driveway less than 150 feet on a temporary or permanent basis when " no reasonable alternative exists; the proposed location does not create a safety or operating problem; and the access is located as far away from the intersection as possible." • Property owners entering into joint access agreements shall: (a) record an easement with the deed allowing cross access to and- from other properties served by the cross access drives; (b) record an agreement with the deed that remaining access rights along Sullivan Avenue-Buckland Road will be dedicated to the Town and that preexisting driveways will be closed after that joint-use driveway is constructed; and (c) record a joint maintenance agreement with the deed defining maintenance responsibilities of individual property owners. 4. The Town has prepared a concept design for an access drive from the rear of the Town Hall out to Route 74. This is one of the recommendations in the Access Management final plan. The intention is for all of the buildings on the east side of Sullivan Avenue between Town Hall and Route 74 to connect to and use this service drive, thus eliminating left turns entering and exiting Sullivan Avenue. The applicant should indicate an area for a cross travel easement to provide for connection into this drive at a future date. We strongly suggest that one of the access management approval conditions include the requirement that the property owners enter into an agreement with the Town stipulating that at such time that a drive is built in the rear of these properties on Town land, the applicant is required to connect to the drive within six months of completion of the drive, and the existing drive to Sullivan Ave must become a right turn only entrance/exit. We do note that this connection to the service drive will likely result in the loss of a few parking spaces. The applicant will need to obtain grading rights from the Town for the construction of vehicular access to the future Town Hall drive. 5. T e tr ffic s�dy evaluated the site dirt ces from the drAiveways and f nd 'hem't be in e cess of;" ASHT regt}i err nts.' he t�tal i "creasy i 1 7ppMimat "o the `h nge ig/us of the r si / tial property is�pfoje ted to� e 1 4 ca s rin t�h� eak ours: The stud does reco nize g p Y g that the entrance/exit drive may be blocked temporarily from the queue of cars for the traffic light at Route 74, which is another reason to require future connection to a service drive behind Town Hall. 6. The applicant appeared before the ZBA in March 2000 and received the following variances: • Variances to Sec. 10.2 to allow 55% impervious coverage at 1496 Sullivan Ave. and up to 65% impervious coverage for 1504 Sullivan Ave.; • Variances to Sec. 10.4a and 10.4c to allow development on both properties without required buffers or without required buffer in addition to required yards; • Variances to Sec. 10.2. - for 1496 Sullivan Ave to allow a 12+/- ft north side yard, 17+/- ft south side yard, and 43+/- ft front yard ; for 1504 Sullivan Ave. to allow a 12+/- ft north side yard, and 11+/- ft south side yard, and 47+/- ft front yard; • Variances to Sec. 5.3.4.4 to allow parking requirements in Sec. 13.4 apply to both sites, in lieu of Section 5.3.4.4 N 7. Building coverage proposed for the medical facility is 13.4%; 30% allowed and the impervious coverage for this lot is 65%; 50% allowed. Building coverage proposed for the real estate office is 8.9%; 30% allowed and the impervious coverage is 40%; 50% allowed (The applicant was able to acquire additional land to the north, eliminating the need for the impervious coverage variance). 8. e requ',f' d parking for th real e tate ot, ce is 1, in ces; 14 ark shown Tn t t it . Zp=a "o fice'fac'lity �e uire '3 e ' n , to�lay's iremen s; t nt s provid d 1 ceshat s't,. If you recall from the beginning of my report, the medical staff has increased from a doctor, nurse and secretary approved by ZBA, to a doctor, two physician's assistants ands support staff. Staff opinion is that since the medical office has expanded its staff quite a bit since the granting of the variance, today's parking standards apply at this point when site plan approval with that expanded staff is being sought. Thus, we believe a waiver of 12 spaces is required. We do note that the parking layout is very tight in some spots. Staff has asked the applicant to consider relocating the dumpster pad because we question the ability for \ the sanitation trucks to enter and exit the site safely (particularly if cars are parked in adjacent spots). 9. There are no regulated wetlands on this site, nor will the applicant disturb over 20,000 sq ft, therefore IWAX approval is not required. IO.Both sites are served by wells and septic systems. Public sewers are available in Sullivan Avenue. Public water is available south of the site in front of the old Post Office. Staff has recommended to the applicants that they may want to hook up to utilities while the sites are under construction, however it is not required because the existing utilities are functioning properly. Bob Deptula, the Town Sanitarian, notes that since public sewers are available the issue of existing septic systems does not need to be addressed. If the systems fail, the connection to sewers is mandatory. Mr. Deptula is requiring a water test for potability prior to occupancy of the real estate office. I (.Architecture and Design Review Committee has reviewed the plans. lr � They were very pleased with the fagade changes proposed to the real `'( estate office. Proposed signage was also reviewed. The ADRC did 2 comment regarding the intensity of the lighting and have asked the applicant to redesign the lighting for the site. They have requested that the applicant return to ADRC with the revised lighting plan if this application is approved. Planning Dept. staff note that due to the small size and residential scale of these two sites, decorative parking lot lighting would be quite appropriate and recommend to the Commission that decorative lighting be used rather than utilitarian lighting. ADRC also requested that the applicant screen any mechanical units placed on the ground. 12.If this application is approved, the planning department requests the following modifications in addition to those already mentioned: • Parking formula on the plans must accurately reflect today's requirements; • Access management documentation, including cross-travel easements/agreements, must be filed in the Town Cleric's office-- • Revised lighting plan must be brought to ADRC for review, and decorative lighting fixtures must be used; • Ground mechanical units must be screened; • At such time that a drive is built in the rear of these properties on Town land, the applicant is required to connect to the drive, and the existing drive to Sullivan Ave must become a right turn only entrance/exit. The applicant will need to obtain grading rights from the Town for the construction of vehicular access to the future Town Hall drive. I.)U3 -3- gurri.n asked how close the nearest house was. Mr. Starkweather stated it was 40' 3". 'asked why he wanted breezeway. Mr. Starkweather stated that it would create an airlock the winter and also be a safe place for the kids to play. Mr. Murrin asked where the rWays were and Mr. Starkweather pointed them out on the survey. Starkweather has lived in the house for seven years and feels the addition of the age and breezeway would enhance the value of his property. • , Gerlt asked the applicant if he would be unhappy if the variance were granted without breezeway. The applicant stated that he would as he felt the addition would not be attractive without the breezeway. Mr. Starkweather would like to start construction soon as feasible. #gLIGATION NO. 1403-80 - Michael W. Martin, M.D. of 658 Ellington Road, South Windsor uests a variance of Article 4.1.2, Section 4 and Article 1.8b, Section 1 to allow a Actor's office on premises known as 1504 Sullivan Avenue, Zone RR. feet rney William Grace appeared along with Dr. Martin. Attorney Grace stated that Dr. n has been in town for several years. In the near future, Dr. Martin will be in his practice. He and Dr. London are splitting up. Attorney Grace showed picture of posed house where office would be located. He stated that the variance was needed Because the doctor would not be living in the house. It is a single family home. There many requirements needed for Dr. Martin to have his practice in South Windsor. 1. tE .. Chester Hospital requires a doctor to be within fifteen minutes travelling time to the rig ital. Therefore, all property in South Windsor would not be suitable. 2. The fice should be at least 1,000 square feet. This property fills that requirement. It must have a ground floor entry so that people may get in easily, especially wheelchair .Ue atients. 4. The house is on a main road. 5. There will only be three employees; the � _. odor, one nurse and a secretary. There is no intent to add any additional doctors. There 1 be no exterior changes made to the house. The landscaping will not be changed. There at least three extra spaces to park. The house to the right has a turnaround. There is .._; intent to park in front of the turnaround. The garage will not be used as a garage. It 'all be used for storage and for records. The office is open Monday through Friday with IthT. Vnight hours. There are no Saturday hours. On Wednesdays there are no patients as the T1e'i 'ixtor is not in. Ninety percent of Dr. Martin's patients cane from South Windsor. Dr. Iartin. has exhausted every possibility to find an office that meets the hospital and zdical rules and this is the only building available. It would be a severe hardship to youth Windsor if we lost a practicing physician. _ NZ Jackson of 26 LTPeri..al Drive, South Windsor appeared and stated that he was a real i Mate agent in town who has been working with the doctor trying to locate a suitable XOperty for the doctor's office. This has taken much effort and he was finally able to the location on Sullivan Avenue which has all the requirements needed. he 'd• John Mitchell of South Windsor spoke in favor of this application. Mr. Robert Rukas, a 'Zighbor on one side of the property spoke in favor of the application. He also asked 3 the variance were granted could a store be put in there should the doctor decide to move :ut• Mr. Gerlt replied no but that another professional office could go in there. �0 one spoke in opposition to this request. 'P'LICATION NO. 1404-80 - Howard and Rose Slater of 174 Farnham Road, South Windsor �Tuest a variance of Article 5.2, Section 5 to allow construction on a lot with less than required front footage on premises known as Parcel "C", Griffin Road, South Windsor, s :1 ? BONING I RAI -6- OBERS APPLICATION NO. 1403-80 - Michael W. Martin, M.D. STERNA` Mr. Warren moved that Application No. 1403-80 requesting a variance of Article 4.1.2, Section 4 and Article 1.8b, Section 1 to allow a Doctor's office on premises known as 1504 Sullivan Avenue be granted because it is not out of harmony with the general VPLICA' purpose and intent of the zoning laws and regulations since the comm)nity is not ,quest forced to suffer the severe hardship of losing a physician and the property adjoins eet on property not devoted to strictly residential uses already. Also, the public health, ;one RC safety, convenience, welfare and property values are protected and not harne-d. This a Mr. Steben seconded the motion and it was unanimously carried. Effective Date: October 15, 1980 RPLIC s temp )a pre APPLICATION N0. 1404-80 — Howard and Rose Slater 3alph The Board discussed several other similar applications. :ondit is his Mr. Steben moved that Application No. 1404-80 requesting a variance of Article 5.2, Seclu c aoba 5 to allow construction on a lot with less than the required front footage on premises toe known known as Parcel "C", Griffin Road, South Windsor, Zone A20 be granted because it is not sinter out of harmony with the general Purpose and intent of the zoning laws and regulations cite buffer or since the lot size provides a more than ce quote re and propertyavaluetion seare prtween tecresidences, and the public health, safety, 4hairm not harmed. i�rth fir:: G r sul�nission Mr. Warren moved that the motion be amended to include a condition requiring state of an application to Planning and Zoning and approved by Planning and Zoning for the there housing of any livestock, specifically for the approval and housing and/or fencing for been such livestock. oat i there Mr. Earley moved that the motion be further amended to establish a theoretical building yet t line 150 feet beehind the rear property lines of the properties along Griffin Road. T'so bpl Mr. Mur in seconded the motion with the amendments and the motion with amendments was unanimously carried. :on Effective Date- October 15, 1980Gr ob l Respectfu y J . fames s Beeau ayne istopher t, irman q is Zo Board of Appeal tte ea �ou kY Drainage Analysis 1496 & 1504 Sullivan Avenue South Windsor, Connecticut The site is located on the southeastern side of the intersection of Sullivan Avenue and Route 74. The site consists of the re-development of a single-family residence into an office building. In conjunction with this redevelopment, additional work is to take place on the lot immediately to the south, which presently contains a small office building. Shared parking facilities are to be created, and the two present curb cuts are to be eliminated, and a single curb cut for both facilities is to be constructed. As part of the development, a small increase in impervious coverage will be made to the site. In order to mitigate this increase, a drywell will be constructed on the north side of the site. This drywell has been designed to contain the runoff from a 100-year design storm for the increased impervious areas on the site. The amount of runoff off the site under existing and developed conditions to the state drainage system is the same. A drainage area map is included herein for reference. As part of the design of the drywell, deep hole test pits were conducted on the site to determine the soil characteristics and permeability rates. A Hydrograph summary report and Reservoir report for the drywell are included herein. In the Hydrograph summary report, Hydrographs 1-5 represent existing runoff from the area of the site to have additional pavement added. The runoff from these areas under existing conditions is very low. Hydrographs 8-12 represents the runoff from the pavement to be added to the site. Hydrographs 13-17 represents the routing of the Hydrographs into the drywell. The peak flow in the drywell represents the infiltration rates of the drywell. The 100-year design storm reaches a maximum elevation of 109.47 within the drywell. The inlet elevation of the emergency overflow pipe from the drywell is set above this elevation. Hydrograph Summary Report Page , Hyd. Hydrograph Peak Time Tene to Volume Return Inflow Maximum Maxirtartn Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cft) (min) (mfn) (acff) (yrs) (ff) (cam) 1 SCS Runoff 0.0 2 1440 0.00 2 - - Existing Parki 2 SCS Runoff 0.0 2 830 0.00 10 - - Existing Parki 3 SCS Runoff 0.0 2 748 0.01 25 - Existing Parki 4 SCS Runoff 0.0 2 742 0.01 50 - Existing Parki 5 SCS Runoff 0.1 2 738 0.01 100 -- - Existing Parka 8 SCS Runoff 0.3 2 724 0.02 2 - 1496 Parking L 9 SCS Runoff 0.6 2 724 0.04 10 - - 1496 Parking L 10 SCS Runoff 0.7 2 724 0.05 25 - 1496 Parking L 11 SCS Runoff 0.9 2 724 0.06 50 - - 1496 Parking L 12 SCS Runoff 1.0 2 724 0.07 10D - - 1496 Parking L 13 Reservoir 0.2 2 728 0.02 2 8 107.63 89 1 Drywell 14 Reservoir 0.4 2 728 0.04 10 9 108.24 176 1 Drywell 15 Reservoir 0.5 2 728 0.05 25 10 108.65 235 1 Drywell 16 Reservoir 0.6 2 728 0.06 50 11 109.04 289 1 Drywell 17 Reservoir 0.6 2 730 0.07 100 12 109.47 351 1 DrpWi [:P:r-ojflle: 1251 DRYW.GPW OF file: SAMPLE.IDF Run date: 10-16-2000 Reservoir Report Page , Reservoir No. 6 drywell pipe 6" Culvert/ Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise(in) = 6.0 0.0 0.0 Crest Len(ft) = 0.0 0.0 0.0 Span(in) = 6.0 0.0 0.0 Crest El.(ft) = 0.00 0.00 0.00 No.Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El.(ft) = 111.00 0.00 0.00 Eqn.Exp. = 1.50 1.50 1.50 Length(ft) = 10.0 0.0 0.0 Multi-Stage = No No No Slope(%) = 1.00 0.00 0.00 N Value = .013 .013 .013 Orif.Coeff. = 0.60 0.60 0.60 Multi-Stage = - No No Tailwater Elevation = 0.00 ft Note:Alf outflows have been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 107.00 0.00 - - - - - 0.00 0.1 14 107.10 0.00 - - - - - 0.04 0.2 28 107.20 0.00 - - - - - 0.07 0.3 43 107.30 0.00 - - - - - 0.11 0.4 57 107.40 0.00 - - - - - 0.14 0.5 71 107.50 0.00 - - - - 0.18 0.6 85 107.60 0.00 - - - - - 0,22 0.7 99 107.70 0.00 - - - - - 0.25 0.8 114 107.80 0.00 - - - - - 0.29 0.9 128 107.90 0.00 - - - - - 0.32 1.0 142 108.00 0.00 - - - - - 0.36 1.1 156 108.10 0.00 - - - - - 0.38 1.2 170 108.20 0.00 - - - - 0.40 1.3 185 108.30 0.00 - - - - - 0.42 1.4 199 108.40 0.00 - - - - - 0.44 1.5 213 108.50 0.00 - - - - - 0.45 1.6 227 108.60 0.00 - - - - - 0.47 1.7 241 108.70 0.00 - - - - - 0.49 1.8 256 108.80 0.00 - - - - - 0.51 1.9 270 108.90 0.00 - - - - - 0.53 2.0 284 109.00 0.00 - - - - - 0.55 2.1 298 109.10 0.00 - - - - - 0.56 2.2 312 109.20 0.00 - - - - - 0.58 2.3 327 109.30 0.00 - - - - - 0.59 2.4 341 109.40 0.00 - - - - - 0.61 2.5 355 109.50 0.00 - - - - - 0.62 Confinues on next page... drywell pipe 6' Page 2 Stage/Storage/ Discharge Table Stage Storage Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Discharge (ft) (cult) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.6 369 109.60 0.00 - - - - - 0.63 2.7 383 109.70 0.00 - - - - - 0.65 2.8 398 109.80 0.00 - - - - - 0.66 2.9 412 109.90 0.00 - - - - - 0.68 3.0 426 110.00 0.00 - - - - - 0.69 3.1 440 110.10 0.00 - - - - - 0.70 3.2 454 110.20 0.00 - - - - - 0.71 3.3 469 110.30 0.00 - - - - - 0.73 3.4 483 110.40 0.00 - - - - - 0.74 3.5 497 110.50 0.00 - - - - - 0.75 3.6 511 _ 110.60 0.00 - - - - - 0.76 3.7 525 110.70 0.00 - - - - -_ 0.77 3.8 540 110.80 0.00 - - - - - 0.79 3.9 554 110.90 0.00 - - - - - 0.80 4.0 568 111.00 0.00 - - - - - 0.81 4.1 572 111.05 0.00 - - - - - 0.81 4.1 576 111.10 0.00 - - - - - 0.82 4.2 580 111.15 0.00 - - - - - 0.82 4.2 584 111.20 0.00 - - - - - 0.83 4.3 588 111.25 0.00 - - - - - 0.83 4.3 591 111.30 0.00 - - - - 0.84 4.4 595 111235 0.00 - - - - - 0.84 4.4 599 111.40 0.00 - - - - - 0.85 4.5 603 111.45 0.00 - - - - 0.85 4.5 607 111.50 0.00 - - - - - 0.86 4.6 633 111.60 0.00 - - - - - 0.87 4.7 658 111.70 0.00 - - - - 0.88 4.8 684 111.80 0.00 - - - - - 0.89 4.9 710 111.90 0.00 - - - - - 0.90 5.0 736 112.00 0.00 - - - - - 0.91 5.1 761 112.10 0.00 - - - - - 0.91 5.2 787 112.20 0.00 - - - - - 0.92 ` 5.3 813 112.30 0.00 - - - - - 0.93 5.4 838 112.40 0.00 - - - - - 0.94 5.5 864 112.50 0.00 - - - - - 0.95 5.6 945 112.60 0.00 - - - - - 0.96 5.7 1,025 112.70 0.00 - - - - - 0.97 5.8 1,106 112.80 0.00 - - - - - 0.98 5.9 1,187 112.90 0.00 - - - - - 0.99 6.0 1,267 113.00 0.00 - - - - - 1.00 6.1 1,348 113.10 0.00 - - - - - 1.00 6.2 1,429 113.20 0.00 - - - - - 1.01 6.3 1,510 113.30 0.00 - - - - - 1.02 6.4 1,590 113.40 0.00 - - - - - 1.03 6.5 1,671 113.50 0.00 - - - - - 1.04 6.6 1,842 113.60 0.00 - - - - - 1.05 6.7 2,012 113.70 0.00 - - - - - 1.06 6.8 2,183 113.80 0.00 - - - - - 1.06 6.9 2,353 113.90 0.00 - - - - - 1.07 7.0 2,524 114.00 0.00 - - - - 1.08 Continues on next page... drywell pipe 6' page 3 Stage/ Storage / Discharge Table Stage Storage Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Discharge (ft) (cult) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 7.1 2,694 114.10 0.00 — — — — — 1.09 7.2 2,865 114.20 0.00 — — — — — 1.10 7.3 3,035 114.30 0.00 — — — — — 1.10 7.4 3,206 114.40 0.00 — — — — — 1.11 7.5 3,376 114.50 0.00 — — — — — 1.12 -------------------------- lir RCP ROAD ccir V 112.13 �' `�— I �� \\ E 10IL03 24' RCP _ ��r' . ---------------- 102.47 _ A�.� .-- • -f---- --- i i rr,a\ ` 1d� 7111 ` ,. ; ESQ` •—� — _-- 1411 134 132 130 128 125 E toav \ \ 1 r-- 124 GRAVEL p mar� 122 ' 1 PARIOW 1_t \ 0 ® - 13 Vf �,� 1. PAVED ,,a N/F \ T-1 , \ � "� '4\ 1 TOWN OF SOUTf \ E UL72 \l\ \ • Ti18 '. , ;112 N F \ I GAETANO & DORTHY C. \ ' ' JODICE \; 110 \ I 1 \ I DESIGN PROFESSIONALS INC. RECEIVED civil engineers . planners . surveyors . gis ,AN 6 '1000 SOUTH V1110SOH PLOING BE"' To: Marcia Banach,Director of Planning January 4, 2000 Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia: Re: Zone Change Application DPI Project No. 99-1251 1496 & 1504 Sullivan Avenue South Windsor, Connecticut As requested by Michele Lipe,Deputy Planning Director, I have evaluated parking requirements for the Manchester Memorial Hospital site and for the proposed Wallace/Tustin Realty office, and offer the following comments: 1) The medical office site at 1504 Sullivan Avenue was d�eloped in 1988 by Dr. Martin, including construction of an addition and of '13 pace arkin t. Total treatment rooms are and were five. In 1988 the T parspaces per 1K sq. ft. of medical or dental office space. With 2,950 square feet of space (1st& 2nd floors),the total would be 8.85 spaces. The 13 spaces on site cover the requirement in effect in 1988 and 1989, i.e.,when the facility was built. 2) In 1990,the zoning regulations were amended. Medical parking requirements were increased to require 4 spaces for every treatment room,plus 1 for every employee. This would translate into 20 required spaces for the five treatment rooms, and one each for t pe staff(1-doctor, 1 h sician s assistant, and 8 support staff),Ze _30 t 1, py required spaces todayfor the medical facili , even though one doesn't roac ively p e faclty.- On the other hand,the new Wallace/Tustin office facility would need to meet today's zoning requirements of 4.5 spaces/ lK sq. ft., for a new site plan. That would translate into 7.68 spaces for the existing building footprint(1,708 sq. ft.), and 11.64 spaces with the proposed addition of 880 sq. ft. 3) t -space"f shared parking. With the new office parking requirement of 12 spaces (with the propose ; ition), and the 9 spaces required when the medical facility was built, our 31 space lot would have 10 spaces over what was required in 1988 when the medical facility was built, and today for the real estate office. 4) I tetr`dak; "viury1d ti'F ie i 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 e Fax: (860)291-8757 :. DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis 5) The medical office certainly cannot justify purchase of the Wallace/Tustin lot in order to add parking to meet the Wednesday afternoon peak demand. 6) Messrs. Wallace and Tustin have an agreement to purchase 1496 Sullivan Avenue. 7) The present parking at the medical facility will be greatly improved with the shared parking lot, in that Wallace/Tustin Realty will require only 12 spaces, with 9 required for the medical facility, freeing up ten spaces to meet peak demand for the medical facility. 8) It is clear to me that a combined entrance is better than two separate entrances, and shared parking is better than separate parking. 9) The present zoning(single-family residential) is inappropriate, and the least intrusive/ most acceptable zone is RO. We thought the other potential zone,RC, allowed some objectionable uses. 10)A denial of the zone change would send a message to the business community that g g h' office zoning is out, and residential zoning of this area is appropriate, unless the Commission believes another commercial zone is more appropriate than the RO. Please call me if you should have any comments or questions. Sincerely, DESIG7PR ESSIONALS, INC. By. 4�"Ax' Peter . DeMallie Principal cc: Ben Wallace, Wallace& Tustin Dennis McConville,ECHN 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 .Fax: (860)291-8757 Off Street Parking and Loading, (co '`d cr t W 8.4 (continued) ia Minimum Required Parking Spaces Housing for Elderly 1 for each 4 living units Hotel, Motel, Tourist 1 for every guest room Home plus 1 for every two employees. Boarding and Rooming 1 for each 2 guests or House, Dormitory persons residing on premises Hospital, Sanitarium, 1 for each 3 beds plus Co wralescent or Nursing 1 for every 2 employees. Home Medical and Dental 3 for each 1,000 sq. ft. Office of area. Undertakitag 1 space for each 250 s.f. Establishments of gross floor area. Theater, Places of 1 spade for each 250 sq. ft. Assembly, Amusement, of gross floor area. Recreation and Education Business Offices, 1 for each 125 sq. ft. of grosa office Financial Institutions area. (I for 150zon sq. ft. of gross office Eating Establishments, 1 space for each 50 s . f. Taverns, Cocktail of gross floor area.. Lounges Retail Stores, Personal Floor area 0 to 10 , 000 s. f. : Service Shops 10 for each 1, 000 s.f. Floor area 10, 000 to 50 , 000 s.f. : 8 for each 1, 000 s.f. (no less than 100. ) Floor Area over 50, 000 s.f. : 6 for each 1,000 s .f. (no less than 400) . Upper floor and basement: 3 for each 1,000 s.f. Roadside Stands 3 minimum plus dwelling lot requirements. Each. use not listed 1-space for each 250 s.f. Above of gross floor area, but the Planning and Zoning Commission may vary this requirement on application to it and for good cause shown. -102- 8/2/82 South Windsor Zoning Regulations 13.4 In all zone districts, the minimum number of parking spaces shall be provided in accordance with the following schedule: I Use Minimum Required Parking l Spaces One-Family Dwellings 2 spaces per dwelling unit(2-1/2 per I dwelling unit in DRZ Zone) P wo-Family Dwellings 2 per dwelling unit I ulti-Family Dwellings 2 spaces per dwelling unit arding and Rooming House, 1 space per 2 guests or persons rmitory residing on premises ' Home Occupations, Office in 1 space per 160 sq. ft., or fraction Residence thereof, of building floor area devoted to such use I Bar/Nightclub/Lounge 1 space per 50 sq- R. of Gross Floor Area (GFA) ' Bowling Area 4 spaces per lane plus restaurant Business Offices. <50,000 sq. ft. of GFA* - 4 '/2 per 1000 sq. ft. of GFA I 50,000-100,000 sq. ft. G=V2per 1000 sq. ft. of GFA >100;000 sq. ft. of GFA -3 1000 ' sq. ft. of GFA Car Wash 10 spaces per stall including stacking I ' Church/Synagogue I space per 3 seats Fast Food 1 space per 50 sq. ft of GFA* Financial Institutions 1 space per 250 sq. ft. of GFA* plus 1 per employee Housing for the Elderly 1 space per 2 living units plus 1 per ' employee Hotel, Motel, Tourist Home 1 space per unit plus 1-per employee plus restaurant ' Hospital, Sanitarium, Convalescent or 1 space per 3 beds, plus 1 per 2 Nursing Home employees Industrial and Manufacturing 1 space per 700 s . ft. of 'P P q GFA* or 2/3 employees for the largest shift (whichever is larger) Library I space per 400 sq. ft. of GFA* Medical and Dental Office 4 spaces per treatment room + I per employee or l per 200 sq. ft. of GFA* whichever is larger 1 176 i! i IlLtv - -t 444 I -- 10 e i - :3,2 s - /1 l I, i VAt — mac, UtA s W n 1 DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis February 10,2000 Variance Narrative Application of Manchester_Memorial Hospital, Benjamin Wallace&Richard,Tustin 1496 & 1504 Sullivan Avenue Manchester Memorial Hospital operates a medical office building at 1504 Sullivan Avenue. Wallace-Tustin Realty proposes to adaptively re-use and expand the existing vacant building at 1496 Sullivan Avenue for its new offices. Both parties have agreed to a combined entrance drive and parking lot. In order to allow for the realty office and shared parking and access, we are requesting the following variances: 1.) Section 10.2 Variance to allow up to 55%impervious coverage at 1496 Sullivan Avenue (5%variance)and up to 65%at 1504 Sullivan Avenue (15%variance). 2.) Section 10.4 a&c Variance to allow no buffer and no buffer in addition to required yards. 3.) Section 10.2 Variance to allow at 1496 Sullivan Avenue side yard of 12'±on the north side (13'variance); 17'±on south side(8'variance); and 43'±front yard(T variance); and at 1504 Sullivan Avenue side yard of 12'±on the north side(13'variance); 11'±on the south side(14'variance); a 47'±front yard (3'variance). 4.) Section 5.3.4.4 Variance to-allow parking standards of Section 13.4 to apply(we believe this conflict was overlooked when the new parking standards were adopted). Hardships or exceptional difficulties that prompt this application and why other options are not acceptable: 1.) In order to widen and improve Route 194/Sullivan Avenue,the State of Connecticut recently took part of the front yard of both lots,thereby reducing the lot sizes and creating the necessity for variances. This increased the percentage of impervious coverage and - reduced the front yard setback from a conforming 50 or more feet to a non-conforming status of less than 50 feet. 2.) Access management principles,now embraced by the Town and the PZC,encourage shared parking and a common driveway,to reduce the number of curb cuts/driveways on Sullivan Avenue. In furtherance of these policies,we are proposing to reduce the number of driveway entrances from two to one. The single driveway will be wide enough for two-way traffic. This increases the impervious coverage. 3.) When the medical office building was approved and built, it met the buffer, setback and parking requirements of that time. It is legally non-conforming to today's requirements and could continue on its own. Variances are requested to recognize the permanent setbacks of the existing.structure,,to recognize that the site was developed without buffers and cannot accommodate same, and that only minor site changes are possible to facilitate a common parking lot and a common driveway. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860) 291-8757 DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis 4.) The medical office building was built and approved prior to adoption of the current parking standards. 5.) The existing buildings at 1496& 1504 Sullivan Avenue are non-conforming to both side yard setbacks and to the front yard setback, and cannot be moved to be more conforming. 6.) On January 18, 2000,the PZC approved a zone change for both lots to RO. At the public hearing we apprised them of the need for multiple variances. 7.) The existing buildings already encroach on what would be a buffer area. 8.) The Town Manager is pursuing a plan to provide an improved access to Route 74 for these lots,the Town Hall, another lot, and the old post office. This would further implement access_management principles. 9.) The lot at 1496 Sullivan Avenue can meet today's office parking requirements. The additional spaces on this lot are to alleviate a parking shortage at 1504 Sullivan Avenue (even though 1504 Sullivan Avenue met the zoning requirements when it was built). 10.) No buffers are needed to screen this site from the larger office building to the rear(Town Hall), nor from busy Routes 74 and 194. 11.) Most commercial and industrial zones allow higher impervious coverage. 12.) The regulations read that the buffer is in addition to required yards. When combined, buffer and yards leave no room for building development. 13.) The proposed addition to the rear of 1496 Sullivan Avenue will be no closer to the side property line than the existing building. This is less of an encroachment, and a smaller addition,than presented to the PZC at the zone change hearing. 14.) The RO zone parking requirement(Section 5.3.4.4)was superseded by Section 13.4, which is comprehensive and applicable to all zones. We believe this was an oversight when the new regulations were promulgated. 15.) The existing residence at 1496 Sullivan Avenue has been vacant for quite some time. This will add to the commercial grand list(net tax revenue generating property). 16.) Other hardships or particular difficulties will be addressed at the public hearing. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860) 291-8757 -D' DESIGN PROFESSIONALS, INC. R E'C E 1 V E n civil engineers . planners . surveyors • gis MAR I3 2000. SOUTH 1-'l SOOR PLANT IMS D€PT, To: Mr. Matthew Galligan, Town Manager March 9,2000 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: 1496& 1504 Sullivan Avenue DPI Project No. 99-1251 South Windsor, Connecticut Dear Matt: On behalf of my clients, Manchester Memorial Hospital, Benjamin Wallace and Richard Tustin, I hereby request grading rights on the Town-owned tract abutting 1496& 1504 Sullivan Avenue. This will facilitate construction of our combined parking lot and vehicular access to a future Town Hall driveway to Route 74. Thank you. Sincerely, DESIGN PROFESSIONALS,INC. By: !�Ief A& Peter R. DeMallie Principal cc: Dennis McConville Messrs. Wallace &Tustin Denise Whitford Marcia Banach t/ 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860)291-8757 March 14, 2000 CERTIFIED #P462498085 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 Re: Appl. #2455-00—Benjamin Wallace,Richard Tustin and Manchester Memorial Hospital, 1496 & 1504 Sullivan Avenue,RO zone To Whom It May Concern: At the meeting of the South Windsor Zoning Board of Appeals held on March 2, 2000,the Board approved with conditions your request for the following variances for 1496 (easterly side of Sullivan Avenue) and 1504 Sullivan Avenue(southerly of Rte 74, Ellington Road) RO zone: • Variances to Section 10.2 to allow 55% impervious coverage at 1496 Sullivan Avenue and up to 65% impervious coverage for 1504 Sullivan Avenue; • Variances to Section 10.4a and 10.4c to allow development on both properties without required buffers or without required buffer in addition to required yards; • Variance to Section 10.2—for 1496 Sullivan Avenue to allow a 12+/- ft. north side yard, 17+/- ft south side yard, and 43+/- ft front yard; for 1504 Sullivan Avenue to allow a 12+/- ft north side yard, and 11+/- ft south side yard, and 47+/-ft front yard; • Variances to Section 5.3.4.4 to allow parking requirements in Section 13.4 apply to both sites, in lieu of Section 5.3.4.4. The Board concluded the hardship to be as follows: • The State of Connecticut took land along the property frontage reducing the lots making the lots non-conforming to front yard setbacks. • By applying access management principles, the impervious coverage for the lots increases by adding a common entrance for two-way traffic. • Variance legalizes the setbacks for the existing structure. • The existing buildings already encroach on the buffer area. • If the buffer regulations and building lines were applied, no room would be available for development. y MEMORANDUM Co !tE� 20Q0 �. all C ORSt TO: Michael Gantick, Director of Public Works �eoS FROM: Matthew B. Galligan, Town Manager,, RE: 1496 & 1504 Sullivan Avenue DPI Project No. 99-1251 DATE: March 28, 2000 Please find enclosed a correspondence from Peter DeMallie on behalf of his clients, Manchester Memorial Hospital and Benjamin Wallace and Richard Tustin, concerning a Town-owned tract of land abutting 1496 and 1504 Sullivan Avenue. It is my understanding that this would provide parking and vehicular access to a future Town Hall driveway to Route 74. The land that we own would be used for grading to provide for a future roadway. Would you kindly review this with staff and get back to me as to what the process would be to proceed with this and also any pros and cons on this issue. MBG:ck rat AR 31 2000 _ M ) SDUTH VANDSOR D07. i Rent Ry: HP I agar.lpt : 100; Rr"M476400; Apr-P4-can A:UAM; Pace 1 12 LA I FACSIMILE 'TRANSMISSION Cover Sheet Manchester Memorial Hospital Engineering Department 72 Haynes street Manchester, CT. 06040 FA.X_.NUMBRR - (860) 647-6400 Date: - 2A _ 7VM (Nane of T dividual) LOCATION: IS. " ` 0 �►' Watme of Department/Facility) FROM:_ _ . f6�]ill LOCATION: ffi 4Wlx .. &EM-. _J� ` - TOTAL, Ni-Wj$ER OF PAGES, INCLUDING COVER 8NEET: Zi you have any problems receiving thin mcseage, please call : -- in the Engineering Department at (860) 647-4743 . SPECIAL INSTRUCTIONS : pkP t, ism ! ,u L-w+i,, Ate. 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P P al "�1r X)ih y'��(} � n,t �'"• i Y�S %' � 5 .}If� �'� �P ��� ` .fig � �.°',l � �, � ' y�', �t � " t.• * Y i+�� i-r :� �� h� ,�`�. �`x i Key 1 '•S. +�F Via•+` �. �'�? v 4- 4,�,; 'A, .:� a � is s as 'r$• k � .f ra n�`�•," ::' a a cy Xml-f 1 ,�,�•, ..4 r Y a�, ;x.; `9Ii t.. . .S'. •;1 i' �.:}i•'� A $ p d"` .'A`:�.•,: N�'• ��1�.R` !'4 S:i 7#)fA,i Y-. •'�'7�"`� �:'Y.+'',� ''' ?.� � �fi•'�Zy; ,a \r _ �A�{` !:. �•'lt v�S M1.i l.. a .::4; !h:/• ' ff�- ry ;' "'.°•. : .'C , �. t^'• '.�'+�i4 "�Nv ..��, f,F� �...4aa ,y- ti, :•.�F �,,, j. y + N. , . r+ �Yr r�f :•� 4 �` f f1�c TECHNICAL MEMORANDUM BSC GROUP TO: Mr. Ben Wallace,GRI Wallace-Tustin Realty FROM: BSC Group RE: Traffic Analysis—1496 Sullivan Avenue DATE: October 16, 2000 1.0 Introduction The BSC Group has prepared this technical memorandum to examine the traffic impacts resulting from the conversion of an existing residential home to a proposed real estate office building in South Windsor CT. As part of the project, the existing building located at 1496 Sullivan Avenue will share a common driveway with the adjacent medical office building located at 1504 Sullivan Avenue. The current medical office building drive will be closed. This report examines the existing traffic conditions along Sullivan Avenue in the vicinity of the project site, estimates future traffic expected to be generated by the proposed conversion, examines available sight distance from the proposed driveway location, and evaluates future traffic operations with the proposed office building in place. 2.0 Existing Conditions 2.1 Roadway Network The project site is located at the intersection of Sullivan Avenue(Route 194)and Ellington Road (Route 74). Sullivan Avenue is a four-lane urban connector that travels in a north-south direction between Route 30 and Route 5. Ellington Road is a two lane local arterial that travels in an east-west direction between Sullivan Avenue and Route 44 to the east. Sullivan Avenue and Ellington Road intersect to form a T-intersection. This intersection is under fully-actuated traffic signal control. In the southbound direction Sullivan Avenue provides two-multi purpose travel lanes. In the northbound direction,Sullivan Avenue provided one through lane, and an exclusive right-turn lane onto Ellington Road. In the westbound direction, Ellington Road provides an exclusive left-turn and right-turn lane. 3.0 Safety Analysis 3.1 Available Sight Distance The proposed site drive is to be located on the eastern side of Sullivan Avenue,approximately 150 feet south of Ellington Road. Sight distances were collected at the proposed drive location to determine whether existing vehicles meet the required sight distance to safely exit the proposed driveway. Available sight distance,recorded in the field is compared to minimum requirements,as established by the American Association of State Highway and Transportation Officials (AASHTO). The stopping sight distance(SSD)is a function of the perception/reaction time of an approaching motorist,and the required braking distance,which is a function of vehicular speed. The posted speed limit on Sullivan Avenue is 40 miles per hour. However, field observations reveal that typical travel speeds along the corridor are approximately 45-50 miles per hour. To be conservative, a travel speed of 50 miles per hour was assumed for this analysis. In order to provide a comparison, observed sight distance from the Town Hall/Library complex driveway was also measured. Concern has been raised that egress from the existing Town Hall/Library driveway is difficult due to available sight distance. Field observations indicate that while sight distance to the north(right)is adequate from the Town Hall/Library complex, sight distance to the left (south) is less than the required distance. This is due to the horizontal and vertical curvature of Sullivan Avenue just south of the Town Hal"rary complex. Observed sight distances from both locations and the minimum distance required for the posted speed limit and observed travel speeds are displayed in Table 1. Table 1: Sight Distance ary Measured Required for Posted Required for Location/Direction Observed Travel in Field Speed Limit e 1 Emposed Site Drive No >700 Feet 275- 25 F 400-475 Eget Southbound > 700 Feet 2 5- 25 et 400-475 Feet Town HailUrm Drive Northbound > 00 Feet 275- 25 Feet 400-475 Feet nd 320 F - 25 Feet 400-475 Feet As indicated,sight distance from the proposed drive location well exceeds the AASHTO for both the Fosted speed limit and observed travel speed. Sight distances in both directions are displayed in igure 1 and Figure 2. y t ..r 3 Figure 1:Northbound Sight Distance Figure 2:Southbound Sight Distance 3.2 Site Drive Location The project calls for consolidation of the proposed office building drive and the existint medical building drive to one location approximately 150 feet south of Ellington Road. Egress om the medical building drive is currently provided via a driveway located approximately 230 feet south of Ellington Road. This driveway is less than 30 feet from the driveway to the existing residential K roperty at 1510 Sullivan Road. The proximity of these existing drives createsapotential safetyazard when vehicles are exiting both drives at the same time. Specifically,vehicles turning left from the medical office drive and right from the residential drive are in conflict as their travel paths overlap. Relocation of the medical building traffic further north will remedy this problem. 4.0 Trip Generation In order to determine the anticipated increase in traffic due to conversion of the residential home at 1496 Sullivan Avenue,trip generation calculations were performed. Trip generation calculations were performed using the Institute of Transportation Engineers Trip Generation Manual (6"ed., 1997). The manual provides trip generation rates for a number of land use codes including Land Use Code (LUC) 715—Single Tenant Office Building, the most appropriate category for this project. Trip generation calculations were also performed for the existing residential home(LUC to provide for a comparison of future impacts. The existing building is approximately 1725 square feet,with the potential for a 728 square foot addition. To be conservative, trip generation calculations were performed for the 2450f square foot expanded building. Trip generation calculations were also performed for the adjacent medical office building(LUC 720—Medical/Dental Office Building)to determine the total peak hour traffic expected to utilize the shared driveway. Trip generation calculations are summarized in Table 2. Table 2: Trip Generation Summary -Lind Use AM Peak PM Peak Enter, I Exit Total Enter I Exit Total Existing U Single Pgmit Home 0 1 1 0 1 1 Existing Medical Office Building 5 1 6 3 7 10 Tot 5 3 8 11 -aggposed Uses Proposed Office Building 4 0 4 1 4 5 Exis=Medical Office Building tuilding S 1 6 3 7 1 Total 9 1 10 4 11 15 10tal In -I 1 3 1 1 3 1 4 ��j As indicated,the proposed office building will result in four or additional trips during peak commuter hours. On average, this amounts to an additional trip every 15 minutes. The total peak hour entering and exiting traffic from the shared driveway is not expected to exceed 15 vehicles during either the morning or afternoon peak periods. 5.0 Traffic Operations In order to assess future traffic operations at the proposed site drive, off-peak and peak hour field observations were performed. The critical concern is how queuing of Sullivan Avenue traffic will impact access and egress at the site driveway. As previously indicated,the proposed site driveway is located approximately 150 feet south of Ellington Road. This allows for a queue length of approximately 8 vehicles before stacking blocks the proposed site driveway. Field observations indicate that during off-peak hours, queuing of northbound through traffic along Sullivan Avenue is typically 2-4 vehicles with maximum observed queue lengths of 5-7 vehicles. Northbound traffic turning right from Sullivan Avenue onto Ellington Road does not queue due to the constant green arrow given to this movement. During the afternoon peak period,maximum queue hs of approximately 10 cars were observed in the northbound direction.While this queue length temporarily block the proposed driveway, field observations indicate that vehicles clear in a reasonable amount of time due to the fully actuated signal control at the adjacent intersection. Furthermore, northbound traffic along Sullivan Avenue arrives in platoons due to the downstream signal at the intersection with Route 30. This allows for adequate gaps in northbound traffic for vehicles leaving the site. Field observations of vehicles exiting the adjacent medical building revealed an average delay of less than 30 seconds. Due to the minimal increase in traffic due to the.proposed project,it is anticipated that efficient egress will continue under future conditions. Typical peak and off-peak queuing are displayed in Figure 3 and Figure 4. t�4 ae 1 W e 1 y1wrt�ii�t11 11 �rl�d��lo �lN y✓l r Figure 3:Off-peak queuing Figure 4: Peak Queuing 6.0 Condusions In conclusion, the proposed conversion of an existing residential home into a real-estate office building Will result in minimal traffic impacts to the local roadway network. The total increase in traffic, assuming a proposed 725.+square foot expansion is constructed,will amount to four or less peak hour trips. The available sight distance from the proposed site drive location is excellent,providing adequate distance to both the north and south. Consolidation of the two existing driveways to one drive serving the existing medical building and proposed office building will continue to allow for efficient and safe access and egress to/from the site. From a traffic safety perspective, relocation of the medical office building traffic further north will enhance safety for residents exiting the 1510 Sullivan Avenue driveway. While peak hour queuing may temporarily block the proposed drive during the afternoon peak, observed queues typically cleared in less than 20 seconds, allowing for reasonable delay for exiting vehicles. H:\wallacememo.doc Public Water Supply Watershed or Aquifer Areas Project Notification Form Requirement: All applicants before a municipal Planning and Zoning Commission, inland Wetland Commission or Zoning Board of Appeals for any project located within a public water supply aquifer or watershed area are required by Section 3-3i of the CT General Statutes (as amended by P.A 98-115)to notify the affected water utility by certified mail within 7 days of the date of the application. General Information: 1. Location map of the project site (please show enough- information to locate site). Map attached. 2. Site plans including soil erosion and sediment control plan which have been submitted to the town commission for review. 3. Project address 1496 & 15.04 Sullivan Av -n le 4. Total acreage of project site 1.0 6. Existing land use house (vacant) / Medical offi rP building 6. Project description Connon entrance drive n 30 +/- space oarkinq lot, and office conversion of 1496 Sullivan Avenue. 7. Acreage of are to be disturbed including structures, additions, paving, and soil disturbance approximatel v 1 /3 a _rp_ 8. Type of sanitary system(circle oney septic system/public sewerXotpnone Sanitary service lateral available if septic system fails in the future. 9. Number of emsting or proposed floor drain and their point of discharge e.g. sanitary sewer, holding tank, or ground None proposed. y 10. Water accessed by(circle oney privat--well/public water/other/none; If other,please specify 1496 (existing well) •1504 (public water) 11. Distance of site disturbance to nearest- watercourse or wetland more than 100 feet. 12. Brief description of existing or proposed stormwater management system, includins roof drainage,paved areas etc., and discharge points e.g. municipal sewers, drywells, streams, vegetated areas, detention basins etc. Stormwater drainage System. inc-1 iuli n7 one drvca 11 Which ConneCtsfn an overflow pipe to the water system in Rota 74 arx3 c+-roof- f l nw to Rota 194. 13. Type of heat for facility To be determined. Contact Ben Wallace (Tel 644-5667) Dennis McConville (Tel. 533-3429) 14. List of existing and proposed underground or above-ground storage tanks including age, capacity and contents To be dpi-er,i nal Contact• F en Wa 11 acp nr Dennis McConville 15. List of potentially harmful chemicals stored or used on property(existing and proposed) and typical ousite volumes, including but not limited to petroleum products, lubricants, solvents, detergents and pesticides Medical office building contains normal products a therewith. Proposed realty office will have normal office products. 16. Descn-be any wastes generated and their means of disposal NO change for medical office Typical affix tract-a nrnmcea f Y realty office. 17. Date application will be heard by Planning and Zoning Commission Unknown 18. Date application will be heard by Zoning Board of Appeals 19. Date application will be heard by Inland Wetlands Commission 20. Name, address and telephone number of contact person for the project Peter R. DeMallie, Principa.i, .Desian prnfa_Ginnalc� Tnr ,l165 S. Satellite Road South Windsor, CT 06074 Tel. (860) 91-8755 12 11 00 Name of person comvletinz form i a Date Peter R. De4allie 8227 FAX (660) 652-8229 MAP LOT 64 1 64 2 64 3 0 SOP 64 26 64 28 84 25 '9 64 24 1! V) 64 2 84 29 64 3 84 31 64 64 23 �y. 84 32 64 22 64 33 ORj 9 ELLI NGTON 84 44 � ROgp (Route 64 3 EHUNOS e4 1 9L as 27 44 26 64 24 Roar 64 29 O d + C� 64 23 t �t1 64 30 1 V Tow+ Hall /library Complox 64 22 Q 64 31 N64 44 J 64 32 64 33 V17 V A/// A //-`" r Drainage Analysis 1496 & 1504 Sullivan Avenue ? South Windsor, Connecticut s/CHI/ND �Oh The site is located on the southeastern side of the intersection of Sullivan Avenue" d Route 74. The site consists of the re-development of a single-family residence into office building. In conjunction with this redevelopment, additional work is to take place on the lot immediately to the south, which presently contains a small office building. Shared parking facilities are to be created, and the two present curb cuts are to be eliminated, and a single curb cut for both facilities is to be constructed. As part of the development, a small increase in impervious coverage will be made to the site. In order to mitigate this increase, a drywell will be constructed on the north side of the site. This drywell has been designed to contain the runoff from a 100-year design storm for the increased impervious areas on the site. The amount of runoff off the site under existing and developed conditions to the state drainage system is the same. A drainage area map is included herein for reference. As part of the design of the drywell, deep hole test pits were conducted on the site to determine the soil characteristics and permeability rates. A Hydrograph summary report and Reservoir report for the drywell are included herein. In the Hydrograph summary report, Hydrographs 1-5 represent existing runoff from the area of the site to have additional pavement added. The runoff from these areas under existing conditions is very low. Hydrographs 8-12 represents the runoff from the pavement to be added to the site. Hydrographs 13-17 represents the routing of the Hydrographs into the drywell. The peak flow in the drywell represents the infiltration rates of the drywell. The 100-year design storm reaches a maximum elevation of 109.47 within the drywell. The inlet elevation of the emergency overflow pipe from the drywell is set above this elevation. Hydrograph Summary Report Page , Hyd. Hydrograph Peak Tune Tune to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (gin) (acft) (Yrs) (ff) (cam) 1 SCS Runoff 0.0 2 1440 0.00 2 - Existing Parld 2 SCS Runoff 0.0 2 830 0.00 10 - Existing Parki 3 SCS Runoff 0.0 2 748 0.01 25 - Existing Parki 4 SCS Runoff 0.0 2 742 0.01 50 - Existing Parki 5 SCS Runoff 0.1 2 736 0.01 100 - Existing Parki 8 SCS Runoff 0.3 2 724 0.02 2 - 1496 Parking L 9 SCS Runoff 0.6 2 724 0.04 10 - 1496 Parking L 10 SCS Runoff 0.7 2 724 0.05 25 - - 1496 Parking L 11 SCS Runoff 0.9 2 724 0.06 50 - - 1496 Parking L 12 SCS Runoff 1.0 2 724 0.07 100 - 1496 Parking L 13 Reservoir 0.2 2 728 0.02 2 8 107.63 89 1 Drywell 14 Reservoir 0.4 2 728 0.04 10 9 10B.24 176 1 Drywell 15 Reservoir 0.5 2 728 0.05 25 10 108.65 235 1 Drywell 16 Reservoir 0.6 2 728 0.06 50 11 109.04 289 1 Drywell 17 Reservoir 0.6 2 730 0.07 100 12 109.47 351 1 Drywell Proj. file: 1251 DRYW.GPW OF file: SAMPLEADF Run date: 10-16-2000 Reservoir Report page Reservoir No. 6 drywell pipe 6" Culvert/Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise(in) = 6.0 0.0 0.0 Crest Len(ft) = 0.0 0.0 0.0 Span(in) = 6.0 0.0 0.0 Crest El.(ft) = 0.00 0.00 0.00 No.Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El.(ft) = 111.00 0.00 0.00 Eqn.Exp. = 1.50 1.50 1.50 Length(ft) = 10.0 0.0 0.0 Multistage = No No No Slope(%) = 1.00 0.00 0.00 N Value = .013 .013 .013 Orif.Coeff. = 0.60 0.60 0.60 Multistage = - No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage/Storage/ Discharge Table Stage Storage Elevation CuIv.A CuIv.8 CuIv.C Weir A Weir B. Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 107.00 0.00 - - - - - 0.00 0.1 14 107.10 0.00 - - - - - 0.04 0.2 28 107.20 0.00 - - - - 0.07 0.3 43 107.30 0.00 - - - - - 0.11 0.4 57 107.40 0.00 - - - - - 0.14 0.5 71 107.50 0.00 - - - - - 0.18 0.6 85 107.60 0.00 - - - - - 0,22 0.7 99 107.70 0.00 - - - - - 0.25 0.8 114 107.80 0.00 - - - - 0.29 0.9 128 107.90 0.00 - - - - - 0.32 1.0 142 108.00 0.00 - - - - - 0.36 1.1 156 108.10 0.00 - - - - - 0.38 1.2 170 108.20 . 0.00 - - - - - 0.40 1.3 185 108.30 0.00 - - - - - 0.42 1.4 199 108.40 0.00 - - - - - 0.44 1.5 213 108.50 0.00 - - - - - 0.45 1.6 227 108.60 0.00 - - - - - 0.47 1.7 241 108.70 0.00 - - - - - 0.49 1.8 256 108.80 0.00 - - - - 0.51 1.9 270 108.90 0.00 - - - - - 0.53 2.0 284 109.00 0.00 - - - - - 0.55 2.1 298 109.10 0.00 - - - - - 0,56 2.2 312 109.20 0.00 - - - - - 0.58 2.3 327 109.30 0.00 - - - - - 0.59 2.4 341 109.40 0.00 - - - - - 0.61 2.5 355 109.50 0.00 - - - - - 0.62 Confinues on next page... drywell pipe G' Page 2 Stage/Storage/ Discharge Table Stage Storage Elevation Culv.A Culv.B CuIv.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.6 369 109.60 0.00 - - - - - 0.63 2.7 383 109.70 0.00 - - - - - 0.65 2.8 398 109.80 0.00 - - - - - 0.66 2.9 412 109.90 0.00 - - - - - 0.68 3.0 426 110.00 0.00 - - - - - 0.69 3.1 440 110.10 0.00 - - - - - 0.70 3.2 454 110.20 0.00 - - - - - 0.71 3.3 469 110.30 0.00 - - - - - 0_73 3.4 483 110.40 0.00 - - - - - 0.74 3.5 497 110.50 0.00 - - - - - 0.75 3.6 511 110.60 0.00 - - - - - 0.76 3.7 525 110.70 0.00 - - - - - 0.77 3.8 540 110.80 0.00 - - - - - 0.79 3.9 554 110.90 0.00 - - - - - 0.80 4.0 568 111.00 0.00 - - - - - 0.81 4.1 572 111.05 0.00 - - - - - 0.81 4.1 576 111.10 0.00 - - - - - 0.82 4.2 580 111.15 0.00 - - - - - 0.82 4.2 584 111.20 0.00 - - - - - 0.83 4.3 588 111.25 0.00 - - - - - 0.83 4.3 591 111.30 0.00 - - - - - 0.84 4.4 595 111.35 0.00 - - - - - 0.84 4.4 599 111.40 0.00 - - - - - 0.85 4.5 603 111.45 0.00 - - - - - 0.85 4.5 607 111.50 0.00 - - - - - 0.86 4.6 633 111.60 0.00 - - - - - 0.87 4.7 658 111.70 0.00 - - - - - 0.88 4.8 684 111.80 0.00 - - - - 0.89 4.9 710 111.90 0.00 - - - - - 0.90 5.0 736 112.00 0.00 - - - - - 0.91 5.1 761 112.10 0.00 - - - - - 0.91 5.2 787 112.20 0.00 - - - - - 0.92 5.3 813 112.30 0.00 - - - - - 0.93 5.4 838 112.40 0.00 - - - - - 0.94 5.5 864 112.50 0.00 - - - - - 0.95 5.6 945 112.60 0.00 - - - - - 0.96 5.7 1,025 112.70 0.00 - - - - - 0.97 5.8 1,106 112.80 0.00 - - - - - 0.98 5.9 1,187 112.90 0.00 - - - - - 0.99 6.0 1,267 113.00 0.00 - - - - 1.00 6.1 1,348 113.10 0.00 - - - - - 1.00 6.2 1,429 113.20 0.00 - - - - - 1.01 6.3 1,510 113.30 0.00 - - - - - 1.02 6.4 1,590 113.40 0.00 - - - - - 1.03 6.5 1,671 113.50 0.00 - - - - - 1.04 6.6 1,842 113.60 0.00 - - - - - 1.05 6.7 2,012 113.70 0.00 - - - - - 1.06 6.8 2,183 113.80 0.00 - - - - - 1.06 6.9 2,353 113.90 0.00 - - - - - 1.07 7.0 2,524 114.00 0.00 - - - - - 1.08 ConSnues on next page... drywell pipe 5' Page 3 Stage/ Storage/ Discharge Table Stage Storage Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 7.1 2,694 114.10 0.00 — — — — — 1.09 7.2 2,865 114.20 0.00 — — — — — 1.10 7.3 3,035 114.30 0.00 — — — — — 1.10 7.4 3,206 114.40 0.00 — — — — — 1.11 7.5 3,376 114.50 0.00 — — — — — 1.12 1 19' RCP Rom CT ` [ 10a03 24' RCP _ �.j — \ _�.�� �---�---i71 ds-�/:� ter. ; -- �------' ------ 11 11 ♦ \``` -t36 134 IM tv mt"s p �` i \ ; E tosv � \ �130 � \ `-128 -125 124 ------ — it s zp .J 1 `t( , r GRAVEL p a,°'ry PARIGNG t \ `122 f �120 \ \ ••'s \ �, \ PAVED \ ► ' N/F \ S W Ova \ TOWN OF SOUTf \ E IOL72 —,-�— ' 1 � Mot \ - ' \ , t NIF \ GAETANO & DORTHY C. \ ` ' JODICE \ 110 1 \ � TECHNICAL MEMORANDUM BSC GPOUP TO: Mr. Ben Wallace, GRI Wallace-Tustin Realty �\J [l FROM: BSC Group RE: Traffic Analysis— 1496 Sullivan Avenue VILA. DATE: October 16, 2000 1.0 Introduction The BSC Group has prepared this technical memorandum to examine the traffic impacts resulting from the conversion of an existing residential home to a proposed real estate office building in South Windsor CT. As part of the project, the existing building located at 1496 Sullivan Avenue will share a common driveway with the adjacent medical office building located at 1504 Sullivan Avenue. The current medical office building drive will be closed. This report examines the existing traffic conditions along Sullivan Avenue in the vicinity of the project site, estimates future traffic expected to be generated by the proposed conversion, examines available sight distance from the proposed driveway location, and evaluates future traffic operations with the proposed office building in place. 2.0 Existing Conditions 2.1 Roadway Network The project site is located at the intersection of Sullivan Avenue(Route 194) and Ellington Road (Route 74). Sullivan Avenue is a four-lane urban connector that travels in a north-south direction between Route 30 and Route 5. Ellington Road is a two lane local arterial that travels in an east-west direction between Sullivan Avenue and Route 44 to the east. Sullivan Avenue and Ellington Road intersect to form a T-intersection. This intersection is under fully-actuated traffic signal control. In the southbound direction Sullivan Avenue provides two-multi purpose travel lanes. In the northbound direction, Sullivan Avenue provided one through lane, and an exclusive right-turn lane onto Ellington Road. In the westbound direction, Ellington Road provides an exclusive left-turn and right-turn lane. 3.0 Safety Analysis 3.1 Available Sight Distance The SOME site drive is to be located on the eastern side of Sullivan Avenue, approximately 150 feet south of Ellington Road. Sight distances were collected at the proposed drive location to determine whether existing vehicles meet the required sight distance to safely exit the proposed driveway. Available sight distance,recorded in the field is compared to minimum requirements,as established by the American Association of State Highway and Transportation Officials (AASHTO). The stopping sight distance(SSD) is a function of the perception/reaction time of an approaching motorist, and the required braking distance,which is a function of vehicular speed. The posted speed limit on Sullivan Avenue is 40 miles per hour. However, field observations reveal that typical travel speeds along the corridor are approximately 45-50 miles per hour. To be conservative,a travel speed of 50 miles per hour was assumed for this analysis. In order to provide a comparison, observed sight distance from the Town HaDA-ibrary complex driveway was also measured. Concern has been raised that egress from the existing Town Hall/Library driveway is difficult due to available sight distance. Field observations indicate that while sight distance to the north(right)is adequate from the Town Hall/library complex, sight distance to the left south is less than the required distance. This is du o horizontal (south) his e t the o ontal and vertical curvature of q Sullivan Avenue just south of the Town Hall/Library complex. Observed sight distances from both locations and the minimum distance required for the posted speed limit and observed travel speeds are displayed in Table 2. Table 1: Sight Distance Summary Measured Required for Posted Required for Location/Direction in Field Speed Limit Observed Travel _aWo Drive N ou > 0Fe - 2 t Feet Southbound > 700Fe t 2 5-325 F 400- .75 Feet TownHaU/UbrW Drive -Northbound >700 Feet 2 - 25 Feet 400-475 Feet Southbound 320 Feet 275-32, Feet 400-475 Feet As indicated, sight distance from the proposed drive location well exceeds the AASHTO for both the posted speed limit and observed travel speed. Sight distances in both directions are displayed in Figure.I and Figure 2. Figure 1: Northbound Sight Distance Figure 2:Sorthbound Sight Distance 3.2 Site Drive Location The project calls for consolidation of the proposed office building drive and the existing medical building drive to one location approximately 1.50 feet south of Ellington Road. Egress from the medical building drive is currently provided via a driveway located approximately 230 feet south of Ellington Road. This driveway is less than 30 feet from the driveway to the existing residential property at 1510 Sullivan Road. The proximity of these existing drives creates a potential safety hazard when vehicles are exiting both drives at the same time. Specifically,vehicles turning left from the medical office drive and right from the residential drive are in conflict as their travel paths overlap. Relocation of the medical building traffic further north will remedy this problem. 4.0 Trip Generation In order to determine the anticipated increase in traffic due to conversion of the residential home at 1496 Sullivan Avenue, trip generation calculations were performed. Trip generation calculations were performed usingthe Institute of Trans ortation Engineers Tri Generation Manual 6 ed. 1997). The p9 manual provide trip generation rates for a number land use codes including Land Use Code (LUC) 715—Single Tenant Office Building,the most appropriate category for this project. Trip generation calculations were also performed for the existing residential home (LUC to provide for a comparison of future impacts. The existing building is approximately 1725 square feet,with the potential for a 728 square foot addition. To be conservative, trip generation calculations were performed for the 2450+- square foot expanded building. Trip generation calculations were also performed for the adjacent medical office building(LUC 720—Medical/Dental Office Building) to determine the total peak hour traffic expected to utilize the shared driveway. Trip generation caculations are summarized in Table 2. Table 2: Trip Generation Summary I-and Use M Pc& PM Peak ter I Ent I Total 'Enter Exit Total Existing Uses le Eamily Home 0 1 1 01 1 Exisft Medical 0ffice LuWLng 5 1 6 3 7 10 Total 5 2 7 3 8 11 E=osed Uses, P ffice uil W& 4 0 4 1 4 5 Exist' Office Building 5 1 6 3 7 1 Total 9 1 10 4 11 1 To c 3 1 4 As indicated,the proposed office building will result in four or additional trips during peak commuter hours. On average, this amounts to an additional trip every 15 minutes. The total peak hour entering and exiting traffic from the shared driveway is not expected to exceed 15 vehicles during either the morning or afternoon peak periods. 5.0 Traffic Operations In order to assess future traffic operations at the proposed site drive,off-peak and peak hour field observations were performed. The critical concern is how queuing of Sullivan Avenue traffic will impact access and egress at the site driveway. As previously indicated,the proposed site driveway is located approximately 150 feet south of Ellington Road. This allows for a queue length of approximately 8 vehicles before stacking blocks the proposed site driveway. Field observations indicate that during off-peak hours, queuing of northbound through traffic along Sullivan Avenue is typically 2-4 vehicles with maximum observed queue lengths of 5-7 vehicles. Northbound traffic turning right from Sullivan Avenue onto Ellington Road does not queue due to the constant green arrow given to this movement. During the afternoon peak period,maximum queue lengths of approximately 10 cars were observed in the northbound direction. While this queue length will temporarily block the proposed driveway, field observations indicate that vehicles clear in a reasonable amount of time due to the fully actuated signal control at the adjacent intersection. Furthermore,northbound traffic along Sullivan Avenue arrives in platoons due to the downstream signal at the intersection with Route 30. This allows for adequate gaps in northbound traffic for vehicles leaving the site. Field observations of vehicles exiting the adjacent medical building revealed an-average delay of less than 30 seconds. Due to the minimal increase in traffic due to the.proposed project,it is anticipated that efficient egress will continue under future conditions. Typical peak and off-peak-queuing are displayed in Figure 3 and Figure 4. Y +G 5 Figure 3:Off-peak queuing Figure 4:Peak Queuing 6.0 Condusions In conclusion,the proposed conversion of an existing residential home into a real-estate office building will result in minimal traffic impacts to the local roadway network. The total increase in traffic, assuming a proposed 725+.square foot expansion is constructed,will amount to four or less peak hour trips. The available sight distance from the proposed site drive location is excellent, providing adequate distance to both the north and south. Consolidation of the two existing driveways to one drive serving the existing medical building and proposed office building will continue to allow for efficient and safe access and egress to/from the site. From a traffic safety perspective, relocation of the medical office building traffic further north will enhance safety for residents exiting the 1510 Sullivan Avenue driveway. While peak hour queuing may temporarily block the proposed drive during the afternoon peak, observed queues typically cleared in less than 20 seconds,allowing for reasonable delay for exiting vehicles. H*allacememo.doc ` = f T1.���� - V Air arainn� ftinq zeiwL a 41 --- -S�d",j ��� �� f:1 MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: December 27, 2000 Re: Wallace-Tustin, Manchester Memorial Hospital Site Plan 00-60P We have reviewed the drawings dated 12/11/00 for the Wallace-Tustin, Manchester Memorial Hospital Site Plan, and have the following comments: Plot Plan — Sheet 2 1. The line work for this plan and sheet 3 should be revised as some features are hard to see and others can be confused as the line work is the same for two different items. 2. Iron pins should be placed at all property corners not identified with monuments. 3. Monuments should be placed along the street right-of-way/property line and the coordinates shown. 4. Parking lot dimensions should be complete, i.e., aisle widths shown, pavement lengths, etc. Topographic Plan 1. Existing sanitary and storm pipes and structures should be shown darker. 2. The proposed "E/TEL" lines are shown connected to the storm and sanitary mains. 3. Contour lines are shown crossing in the front yard of 1504 Sullivan Ave. 4. Test pits are shown; however, no data is provided as to the results of these pits. 5. Building's address should be shown. 6. "Gravel Parking" is shown. Is this existing? 7. A trap hood should be provided in the catch basin at end of parking area at 1504 Sullivan. A detail should be provided. 8. A structure should be provided at end of parking area at 1496 Sullivan to provide a catchment of oils from parking area. A Bay Saver Separation System is recommended. 9. 1496 Sullivan Ave. should connect to the sanitary sewer lateral provided. 10. The well at 1496 Sullivan Ave. should be tested before use as a drinking source. 11. The top of frame elevation for the proposed drywell is not shown. Details — Sheet 5 Details required for retaining wall, berm, and structure for removal of oil from parking area at 1496 Sullivan Ave. S:\ENGINEER\Proj—P&Z Wetland Apps.\Wallace-Tustin\December 27 comments PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lanning, John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula, Jerry Iazzetta FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the folio ' g project: Location: (SbL(- «-6 t`f L 4C0"-'L'- Site Plan`S) 0 Subdivision No. Acres Zone 0 Industrial ? Commercial O Residential No. Lots/Units Water: Public 0 Private Well Sewerage: 0/fa-blic 0 Septic system(s) Project Description: � �cJ tic ;, 4• �i� ,_, ;� -ucz(i u� (,1,�4 I � L4 Future Town-owned property involved? O Yes X No O new street(s) O new detention area O new open space/recreation area 0 active 0 passive Planning Department notes: Please comment by al-2-7 o L and return to the Planning Department. PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lanning, John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula, Jerry Iazzetta FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the folio ' g project: Location: (SbLt Site Plan`S) O Subdivision No. Acres Zone(� O Industrial ] Commercial O Residential No. Lots/Units Water: Public O Private Well Sewerage: O,fublic O Septic system(s) Project Description: Ate Future Town-owned property involved? O Yes 0 No O new street(s) O new detention area O new open space/recreation area O active O passive Planning Department notes: Please comment by 1 ZI;2-7 1O 0 and return to the Planning Department. r 1?-Q 4t- 4 i 1! I South Windsor Zoning Regulations I' i I' II Frontage Number of Driveways 0-450 feet 1 I Over 451 feet 2 b. Access Spacing.Access spacing for the specific corridor shall conform with(or be at least as great as shown on)the schedule below: SPACING DESIGN ELEMENT SULLIVAN AVENUEBUCKLAND : ROAD Traffic Signal Spacing 40%through band based upon 85 to 90 second cycle and 35 to 40 mph speeds »'. Unsignalized Intersection Spac- .150 feet ing/Comer Clearances ` 1. Unsi alized intersections spacing and corner clearance distances shall be measured 4- � P g ` between the closest edge of the two pavements. 2. If the spacing requirements cannot be achieved, left turn restriction,joint-use drive- ways and cross access easements may be required. Y 3. Variations may be permitted where they would enhance roadway operations or safety, for example, two one-way driveways in lieu of a two-way drive. 4. Lesser corner clearances may be permitted on a temporary or permanent basis only when: • No reasonable alternative access is available, ' • The proposed location does not create a safety or operating problem, and, • The access is located as far from the intersection as possible. 5. Safe stopping distances shall be provided for all driveways entering the highway. 6. The centerline of driveways on opposite sides of the roadway shall line up with each other or be separated by at least 150 feet. t c. Corner Clearances. Corner clearances shall meet or exceed the minimum unsignalized r: access spacing requirements. l. New connections shall be permitted within shorter distances only where: (a)no rea- sonable access to the property is available, and(b)the proposed connection does not create a safety or operating problem. 2. Where no other alternatives exist,an access connection may be allowed along the a property line farthest from the intersection. However,this access may be limited to right turns. d. Property and Subdivision Access-New residential and commercial subdivisions with frontage along Sullivan Avenue and Buckland Road shall be designed to provide shared access wherever possible. The following additional property requirements shall also ap- ply. i 20 Section IIIA: Sullivan Avenue-Buckland Road Corridor Requirements 1. Direct access from Sullivan Avenue or Buckland Road to new individual dwelling units shall be prohibited. 2. The minimum lot frontage for all parcels along Sullivan Avenue-Buckland Road shall not be less than the minimum acceptable spacing of 150 feet. 3. When existing parcels are further subdivided,they shall provide access to Sullivan AvenueBuckland Road via permitted access connections. 4. Existing parcels with frontage less than the minimum driveway spacing may not be permitted a direct connection where reasonable alternative access is available. e. Shared Access(Joint or Cross Access). Adjacent commercial properties(e.g., retail or office)will provide an on-site cross access drive and a pedestrian connection between the sites. 1. Joint-use and cross access driveways shall incorporate(a)a continuous service drive or cross access corridor that extends the entire length required for driveway separa- tion, (b)a design speed of 10 mph, and sufficient width to accommodate automobiles, service vehicles and loading vehicles,(c)design features to make it clear that the abutting properties may be tied into the service drive,(d)a unified access and circu- lation system that includes coordinated or shared parking areas where feasible. 2. Shared parking areas shall permit a reduction in the number of parking spaces if the peak demands for proposed land uses do not occur at the same time. 3. Property owners entering into joint access agreements shall: (a)record an easement with the deed allowing cross access to and from other properties served by the cross access drives; (b)record an agreement with the deed that remaining access rights along Sullivan Avenue-Buckland Road will be dedicated to the Town and that preex- isting driveways will be closed after the joint-use driveway is constructed; and(c)re- cord a joint maintenance agreement with the deed defining maintenance responsibili- ,, ties of individual property owners. The Planning and Zoning Commission may reduce the required separation of access points where they prove impractical if all of the following requirements are met: . a) joint access driveways and cross access agreements are provided wherever feasi- ble; b) the site plan incorporates a unified access and circulation system; and, c) the property owner enters into a written agreement with the town. The deed shall . state that the pre-existing connections will be closed after the joint use driveway is provided. 1. The Commission may modify or waive the requirements of this section,where the characteristics or arrangement of abutting properties make a unified or shared access and circulation system impractical. f. Outparcels, Phased Development and Multiple Parcels. Development sites under mul- tiple ownership,the same ownership or consolidated for the purposes of development shall not be considered as separate properties for purposes of access spacing standards. 1. The number of driveways permitted shall be the minimum necessary to provide rea- sonable access to these properties, not the maximum available for that frontage. All necessary easements,agreements, and stipulations required under previous sections shall be met. These requirements shall also apply to phased development plans. 2. Where by reason of property ownership or phased construction, it is not practical to construct an entire Internal circulation system,then temporary driveway access may be allowed provided that the.temporary access meets all spacing, location,and related 21 MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: January 25, 2001 Re: Wallace-Tustin, Manchester Memorial pital Site Plan 00-60P We have reviewed the revised drawings dated 1/02/01 for the Wallace-Tustin, Manchester Memorial Hospital Site Plan, and have the following comments: Plot Plan — Sheet 2 1. The line work for this plan and sheet 3 should be revised as some features are hard to see and others can be confused as the line work is the same for two different items. 2. Parking lot dimensions should be complete, i.e., aisle widths shown, pavement lengths, etc. Topographic Plan 1. This plan is difficult to read as some features are so light that they can't be seen. 2. Existing sanitary pipes and structures should be shown. 3. Contour lines are shown crossing in the front yard of 1504 Sullivan Ave. 4. A structure should be provided at end of parking area at 1496 Sullivan to provide a catchment of oils from parking area. A Bay Saver Separation System is recommended. 5. 1496 Sullivan Ave. should connect to the sanitary sewer lateral provided. 6. The well at 1496 Sullivan Ave. should be tested before use as a drinking source. Details — Sheet 5 Details required for structure for removal of oil from parking area at 1496 Sullivan Ave. S:\ENGINEER\Proj—P&Z Wetland Apps.\Wallace-Tustln\Ianuary 25 comments DESIGN PROFESSIONALS, INC. civil engineers *planners . surveyors . gis February 9,2001 Town of South Windsor 1540 Sullivan Ave. South Windsor,CT 06074 Attn:Marcia Banach Director of Planning RE:Wallace-Tustin,Manchester Memorial Hospital 00-60P DPI Proj.# 1251 Dear Marcia We are writing in response to comments made by Jerry Iazzetta as contained in his memo dated 1-25-01. Our like numbered responses to Jerry's comments are as follows: Plot Plan—Sheet 2 1. We have revised the plans accordingly. 2. Parking lot dimensions have been shown on the plans. Topographic Plan—Sheet 3 1. The plans have been printed darker. 2. The existing sanitary pipe and structures are shown on the plans. 3. There are no contour lines shown crossing in the front of 1504 Sullivan avenue. 4. We disagree with the need for a structure to catch oils for the small area of parking lot draining to the north. The drainage from this area will drain over the lawn area prior to entering the drywell. The lawn area will provide catchment of sand,oil,and other runoff from this area. The cost of providing a structure in this area for such a small drainage area does not make sense. 5. The issue of connecting 1496 to the sanitary sewer has been discussed with the town sanitarian,and sewer department. Both departments do not see the need to connect because the existing septic system appears to be functioning properly. Infiltration of water to maintain the groundwater in town is always an issue,and with the installation of a drywell on site,and the maintaining of the septic system on site,this will be achieved. 6. The existing well on site will be tested prior to use. Details—Sheet 5 1. We have not added a detail for a oil catchment structure because the drainage area is very small,and the runoff over the lawn area will provide the same functions. Therefore there is not the need for the structure in this area. If you have any questions or comments,please feel free to call. Sincerely, Galen Semprebon,P.E. CC:Jerry Iazzetta Enclosure '� '-J �mt€ F, k• A�r Y MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: February 13, 2001 (P Re: Wallace-Tustin, Manchester Memorial Hospital Site Plan 00-60P We have reviewed the revised drawings dated 2/7/01 for the Wallace-Tustin, Manchester Memorial Hospital Site Plan, and have the following comments: Topographic Plan 1. A structure should be provided at end of parking area at 1496 Sullivan to provide a catchment of oils from parking area._ A �-cy•^r --Lr-^ c.,�t Details — Sheet 5 Details required for structure for removal of oil from parking area at 1496 Sullivan Ave. S:\ENGINEER\Prcj—P8Z Wetland Apps.\Wallace Tustin\February 13 comments Memorandum To: Jerry Iazzetta—Town Engineer CC: From: Jeff Folger, Environmental Planner/Conservation Officer Date: 2/13/01 Re: Stormwater management on the Wallace, Tustin site plan. We have made it a practice to consider stormwater quality in all applications where impervious surface is increased or improved. Consideration of the capture of road sand and floatables such as hydrocarbons should be included in the site plan. Without a separator of some fashion, the proposed infiltrator would be susceptible to clogging from road sand runoff from the parking area. The amount of grassed surface between the parking area and the infiltrator does not appear to be great enough for adequate treatment of stormwater borne hydrocarbons. 1 MEMO From: Tim Wentzell To: Town Clerk, Town of South Windsor Date: 2/13/01 Subject: Disqualification By means of this memorandum, I am disqualifying myself from any/all participation in matters concerning: Application No. 0 0-61 P Name of Project MMH & Wallace Tustin Reason for Disqualification tiAu, CL` s ll UE-5 ON A COIveJ6r11,Lt0-1 gaA✓tD F'aI 61444� t+f}uL PI?0L) fig Z-0 G.pri Su L.-1 iN G 5C/T vtG e- 5 Caw Commissioner and/or Councillor memo....memo....memo....memo....memo....memo....memo....memo....memo DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors gis -. ` VE� February 15,2001 FF3 0 Pool Town of South Windsor 1540 Sullivan Ave. &R�y 1 o., South Windsor,CT 06074 6 F.ia's" P p ,�.W P "U r Attn:Marcia Banach ` Director of Planning RE:Wallace-Tustin,Manchester Memorial Hospital 00-60P DPI Proj.# 1251 Dear Marcia We are writing in response to comments made by Jerry Iazzetta as contained in his memo dated 2-13-01,and Jeff Folger's memo also dated 2-13-01. We have included on the revised sheet 3 of 5 topographic plan,a small settling basin to handle the runoff to the drywell. We believe based on the small size of the parking lot,and the fact that the drywell will contain the runoff from the 100 year design storm,that the settling basin as proposed would be sufficient to collect sediment from the parking lot,and also provide an avenue for volatiles to collect and evaporate. We have enclosed three copies of the plan for you,Jeff,and Jerry to review and comment on prior to submitting complete sets of plans. If you have an questions y y q ns or comments,please feel free to call. Sincerely, `Galen Semprebon, E. CC:Jerry Iazzetta Jeff Folger Enclosure R E C E I V BSC GROUP MEMORANDUM FEB 20 2001 Marcia Banach SUTI DR ' To: Director of Planning , ,2001 Laurie Tarr _�ff(D From: Landscape Architect Proj. No: 8-3001.00 Re: Lighting @ Sullivan Ave Property Hello Marcia, 33 Waldo Street I apologize if there was a miscommunication regarding the Design Review Board Meeting. Worcester, MA 01608 I was unaware that it was last Thursday evening. Had I known at the Tuesday Planning Board Mtg, I would have made other arrangements as I already had an evening mtg. last Tel: 508-792-4500 Thursday. Anyway, I've spoken to Michelle and we agreed it would be best to send the photometric Fax: 508-792-4509 plan with a cut-sheet of the `Gullwing'Light fixture for you to review. This is a more decorative light fixture, and also the one of which the photometrics were taken from. As I mentioned at the P.B. Mtg, the average footcandle is 1.4, and there are 8 lights at a 12'height, I trust this is a better solution. I am also having someone photograph the (Webster Bank) light fixture that was mentioned at the Planning Board meeting. I was unable to get a good look at it after the meeting. If it is the desire of the Board to change to a different light fixture, I will need to get in touch with that specific manufacturer and have them review the plan and send us a photometric plan with our requested avg. footcandle. Hopefully, they can meet those requirements, if the Board would like to change lighting fixtures. Michelle mentioned that the next Design Review Board Meeting is in March, and thtat it is possible for us to resolve this lighting issue without the need for us to attend a Design Board Meeting. That would certainly be agreeable to us and our client. If you have any questions regarding this photometric material(attached), please call me at(508) 792-4500 x 240. Thank you, Laurie cc: Peter DeMallie; Design Professionals, Inc. \\Bsc\.LYNX_PRJO.Glastonbury.bsc\prj\8300100\Docs\Lighting Memo.doc Lighting-SiteLighting.com-Gardco Lighting-Emco Lightinhttp://www.sitelighting.com/Products.cfm?Brand=gar&ProLine=gw&Style=G13 SiteLighting.com --J T ; " I Gullwing G13 photometric files An inspiration born of classic forms spec sheet (pdf)catalog (pdf) r and thirty years practical experience, dimensions Gullwing is equal parts architecture, specifications engineering and performance. This is ordering a luminaire where the lines between information form, function and performance are Gullwing indistinguishable. By virtue of its minimal, contoured form, integrated Gullwing G13 die cast construction and powerful optical systems, it has Gullwing G18 changed the shape of high performance lighting. home - photometric s - literature - sales representatives - tech talk - ag rdco emco - sites vip club rep net r • tlGtlt4kG I of 1 02/16/2001 1:44 PM Lighting SiteLighting.com-Gardco Lighting-Emco Lightirhttp://www.sitelighting.com/Dimens...cfin?Style=G13&Brand=gar&ProLine=gw WEI Gullwing G13 22.54" 13.54" 4'7s,, photometric files y L - - . - zi $'48 spec sheet (pdf) I catalog (pdf) dimensions EPA's specifications single twin* quad orderina .7 1.2 1.6 information *twin a`le°° Gullwing Gullwing G13 Gullwing G18 home - photometric s - literature - sales representatives - tech talk - ardco - emco - sites VID club - rep net iIGNTING 1 of 1 02/16/2001 1:46 PM Lighting-SiteLighting.com-Gardco Lighting-Emc6 Lightinghttp://www.sitelighting.com/specif...cfrn?Style=G13&Brand=gar&ProLine=gw SiteLighting.com Gullwing G13 GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction. The housing is one-piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The multifaceted arc image duplicating optical photometric systems provide IES Types I, II, III, IV and V distributions. files zi The door frame is single piece diecast aluminum and retains spec sheet (pdf) an optically clear tempered glass lens. The luminaire is completely sealed and gasketed preventing intrusion from catalog (pdfl moisture, dust and insects. The Gullwing luminaires is finished dimensions with a fade and abrasion resistant TGIC powdercoat. specifications ordering HOUSING: A one piece diecast aluminum housing mounts information directly to a pole or wall without the need for a support arm. Gullwing The low profile rounded form generates wind loading requirements of only 1.2 EPA Gullwing G13 Gullwing G18 LENS ASSEMBLY: A single piece diecast aluminum lens frame hinges down from the housing and is secured by a stainless steel lanyard and hinge pin. An optically clear, heat and impact resistant tempered flat or sag glass lens is mechanically secured with eight (8) retainers. The electrical and optical chambers are thoroughly sealed with a one piece memory retentive hollow core EPDM gasket to prevent intrusion by moisture, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types I (1), II (2XL), III (3XL), IV (4XL), and V (Q). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The mogul based lampholder is glazed porcelain with a nickel plated screw shell. Position oriented sockets to accept super metal halide lamps are supplied standard. All units feature lamp stabilizers except 150 HPS. ELECTRICAL: All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to -20(F). 1 of 2 02/16/2001 1:47 PM Lighting-SiteLighting.com-Gardco Lighting-Emco Lightinghttp://www.sitelighting.com/specif...cfm?Style=G13&Brand=gar&ProLine=gw FINISH: Luminaires are finished with a fade and abrasion resistant, electrostatically applied, thermally cured TGIC powdercoat. Units are thoroughly cleaned and provided with a patented pretreatment. Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. Gardco's segmented reflector optical system has been awarded U.S. Patent #3746854. Form XL optical system has been awarded U.S.. patent #5690422. The Gullwing design is protected by U.S. Patent # DES. 391,659 home - photometric s - literature - sales representatives - tech talk gardco - emco - sites vi club - re net LIGti1!!!G 2 of 2 02/16/2001 1:47 PM MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, P.E., Town Engineer Date: February 23, 2001 Re: Wallace-Tustin Site Plan 00-60P We have reviewed the revised drawing, sheet 3 of 3 dated 2/15/01, for the proposed Wallace-Tustin Site Plan. This revised drawing satisfactorily addresses the comments in my memorandum of February 13, 2001. JCl/awp 5:\ENGINEER\Proj-P&Z&Wetlands Apps\Wallace-Tustin\feb 23 comments T-OuAn ate SoutA O � C s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•Co AREA CODE 860 / 644-2511 March 8, 2001 CERTIFIED MAIL Mr. Peter R. DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl 400-60P, MMH and Wallace-Tustin Realty Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on February 27, 2001 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the modification to an existing structure into office areas on property located at 1496 Sullivan Avenue for a parking and driveway modification at 1504 Sullivan Avenue,RO zone as shown on plans prepared by Design Professionals,Inc., Job No. 99-1251, dated 3/3/00 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit 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 8.1.10 of the Zoning Regulations. 4. Footing drains are required if the building has a basement. 5. A landscape bond in the amount of$1,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. Parking formula must accurately reflect current zoning requirements. 8. In accordance with the provisions of Section 3.A,the applicants shall enter into and file on the land records a joint access agreement that includes at a minimum the following: • An easement allowing cross access to and from the other properties served by the shared drive; • An agreement that remaining access rights along Sullivan Avenue will be dedicated to the Town of South Windsor and pre-existing driveways will be closed immediately after the shared driveway is constructed; • A joint maintenance agreement defining maintenance responsibilities of individual property owners; and • An agreement that at such time that a service drive is built on Town land in the rear of these properties and extended to the property boundary, the applicant is required to connect to the service drive at the property t O.HN Sfqco gym•- _ �� �k �` o . s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR-CO�'�� AREA CODE 860/644-2511 September 28, 2001 Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Dear Madam/Sir: Re: Preconstruction Meeting- MMH and Wallace-Tustin Realty Site Plan IN ATTENDANCE Michele Lipe TOSW 644-2511 ext 252 Michael Gantick TOSW 644-2511 ext 242 Jeff Doolittle TOSW 644-2511 ext 245 Denise LeTourneau Cox Cable 801 Parker St., Manc 432-5041 Ben Wallace Wallace-Tustin 22 Morgan Farms 644-5667 Rich Tustin Wallace Tustin 22 Morgan Farms 644-5667 Kirby Holcombe Jayland Const. 374 Abbe Road Ext 644-8535 Ken Ouellette Incorporated Const. 180 W Newberry Rd Bloomfield 242-0150 Don Schaefer CL&P 48 Tolland Stage Rd 871-3442 Ed Beale TOSW 644-2511 ext 241 Jeff Folger TOSW 644-2511 ext 229 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out duringconstructionin each area and maintained/cleaned out duringconstruction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected (ringed with haybales or equal). t i Tvlo h�, ,/',.&,/ l wh�.x wi s w��e,! l� h i i i GF i i ccceej In c,,,,,z: i,D/, i 3a o2�( �- h1Gts�i� I i �Qy1N Sf4 T_0� V/ S_0� ?dl�� G - 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR CO�� AREA CODE 860/644-2511 June 20, 2003 Mr. Ben Wallace 1496 Sullivan Avenue South Windsor, CT 06074 Re: Appl#00-60P, Wallace Tustin/MMH Dear Mr. Wallace: This is to advise you that on June 10, 2003, the Planning and Zoning Commission- released the landscaping bond for the above-referenced project in the amount of$1,000.00. The original bond submitted was a cash bond. The town's Finance Department will be mailing you a check with interest to your attention. Sincerely, Kevin McCann, Chairman Planning&Zoning Commission KMcC/kah cc: Town Engineer deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 8. Any problems and/or questions regarding construction of this project will be directed to Ken Ouellette in the field at phone #930-0246. 9. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 10. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 11. Job meetings will be held as needed, and can be called by the developer or Town. 12. Forty-eight (48) hours' notice needed for certificate of occupancy inspection. 13. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 14. Normal hours of operation 7:00 a.m. - 5:00 p.m., no work on Sunday. 15. No paving after October 15 or before April 15 without written approval from Director of Public Works. 16. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. SNET/NU 1. Contact utilities for coordination of utility connection. NU will need loads for buildings, Cox Cable - ok. 3 Fire Marshal 1. Blasting (if required) to be coordinated with the Fire Marshal. All blasting material should be removed from the trench and not used as backfill. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. S'ncerely, ' I Michele R. Lipe, AICP Assistant Director of Planning MRL/pmm cc: Jeffrey B. Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET 4 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON C1�� h�°P Phone No. '2 t(Z 0 jJ-0- Address Site Name P&Z No. Owner A? (�1a!( s , �, Fca, � '� C co.,,�' �, Phone No. Contractor C J ,J Signature of Owner Date: )b, 01/. Signature of Design Engr. �'�"® Date: /o/,? 6i CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change re/quire(d) CC;ciC:'�V�e C�J�I� C�.JcsV�c� /�ti J�Z;F-1 f'(?.' c.a� lt�'C. •�U� 4 � h/ I! srca� v2 APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department Oct it 01 01 : 10P HPC ASSOC. 860 721 7709 p. 2 f 2 11 w 12" t 2-f--6" CONT. COMPACTED NATIVE BACKFILL •.....:• •;- PERVIOUS STRUCTURE 13ACKFILL 4 (PER DOT FORM B14, SECTION 2.16) #5 0 12" Q.C. 6 I _ #4 0 12" O.C. VER T. 3000 P.S.I. CONC. e-' BAGGED STONE (PER DOT FORM 814, SECTION 7.25) 'r"• '•. DIMENTION OF BAG SHALL BE 18" x 18" MIN. 4" 0 P.V.C. WEEP HOLE ,A- .•<: F:NISHED GRADE 0 10' O.C. TYP. _ red O s• I <a 2" MIN. 12 04 f 9 3— #3 CONT. BARS 2— #3 CONT. BARS a. —la..�. #3 0 1Q" O.C. N , Z_ UNDISTURBED SOIL iu CONCRETE RETAINING WALL _..—.- NO SCALE D i A, � MP ONS —EARTH LOADING OF 100 P.C.F. —ANGLE OF REPOSE OF 33' —NO SURCHARGE —ALLOWABLE SOIL BEARING CAPACITY OF 4000 P.C.F. # STRUCTURAL MATERIAL NOTEc_ — fc'= 3,000 P.S.I. —REBAR TO BE ASTM #A615 (Fy 60,000 P.S.I.) —EXPANSION JOINTS IN WALL NOT TO EXCEED 60' O.C. SCALE:N.T.S• !BY. BY.P.A.H. u DATE!OCT.OS, 2001 J.P.C.'°� Na i°� e:C 'C_SHEET: 1 i 75 BEAVER ROAD . WETHERSfIELD, CONMECTICUT REVISIONS; t0W N Sf4 Town 0�e 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 -OR-CO AREA CODE 860/644-2511 October 29, 2001 Mr. Ben Wallace Wallace Tustin Realty 22 Morgan Farms Drive South Windsor, CT 06074 Dear Mr. Wallace: Re: Appl#00-60P, MMH and Wallace-Tustin Realty Site Plan -Approval condition modification Please note the Commission has accepted your lighting proposal without the decorative lighting. If you have any questions, contact me at 64-2511, ext. 252. Very truly yours, r Michel R. Lipe Assistant Director of Planning i { I i I 1 r TOWN OF SOUTH WINDSOR INSPECTION REPORT � X/VSY"� PROJECT: �,�' f'�'t,n T�L. DEVELOPER: STREET: Sy` L! ve�y /S t/ /vyi� £/SU�ONTRACTOR: DATE: TME: WEATHER: INSP: WORK IN PROGRESS: /CI ,3U O Xryr •&- ll�3l�Ud � it sf� .G✓o�ei<, • ///Gj�o/ /��d2dd'I l��T /��ca'",fv.�,,�+/3L.�' _ �p..,�r�.�'<_rer2- �i,/i�� AREA OF CONCERN: SPECIAL INSTRUCTIONS: c . 11 rii ul : lup HVU H55UL. abu rci rIu9 ,+ 1 rz 12" d: 2 6o'y CONT. COMPACTED NATIVE BACKFILL PERVIOUS STRUCTURE 6ACKFlLL (PER DOT FORM 514. SECTION 2.16) #5 0 12" O.C. - #4 ® 12" O.C. VERT. I 3000 P.S.I. CONC. r`"' BAGGED STONE (PER DOT FORM 814, SECTION 7.25) • ':"•+'..' DIMENTION OF BAG SHALL BE 18" x 18" MIN. 4" 0 P.V.C. WEEP HOLE - ° ~- FiNISHED GRADE ® 10' O.C. TYP. • on 2" MIN. z _ z .• t. 9" 3- #3 CONT. 13ARS 2- '3 CONT. BARS . a . f ' #3 ® W O.C. N . . Z -:2 UNDISTURBED SOIL cv . CONCRETE RETAINING WALL - — -- NO SCAM _._. ESI A' JIwPTIONS -EARTH LOADING OF 100 P.C.F. -ANGLE OF REPOSE OF 33' -NO SURCHARGE -ALLOWABLE SOIL BEARING CAPACITY OF 4000 P.C.F. STRUOMA MATERIAL NOTES - fc- 3,000 P.S.I. -REBAR TO BE ASTM #A618 (Fy 60,000 P.S.I.) -EXPANSION JOINT'S IN WALL NOT TO EXCEED 60' O.C. Nuts N.i s CHECKED By..P.A.M. a OAT j OCT OS,2001 DMAWII BY:J P C HALLISEY, PEARSON &CASSId�J in No-.W ACAD FlM`xq,C- CIVIL ENGINEERS At LAND SURVEYORS SHEET: pF, 78 BEAVER ROAD , WETHERSf1ELD, CONNECTICUT I BEVISfONS Woo -- -- -------- 11/07/2001 15:0.3 8606443668 WALLACE-TUSTIN PAGE 01 !' Bus.(960)644-W7 WALIACE TUSTIN REALTY INC. Fax(860)644-3668 22 Morgan Farms Drive hnu walcetusti�rea�tor.com `� allece Tustxz� South Windsor, CT 06074 `..�844-5� email:wallacetusnn(c�erols.eom .. Bus. (s60) 644-5667 DATE: 7Q: COMPANY' FAX NO. FROM: &,) WA tr AC.!, A total of °Z pages(including the cover sheet)will be transmitted including this cover sheet. MESSAGE: �N�r NOTICE:This message is intended only for the use of the individual or entity to which it IS addressed, and may contain information that is privileged,confidential and exempt from disclosure under applicable law. If you have received this communication in error, please notify us 4 immediately by telephone. Thank You. 11/07/2001 15:03 8606443668 WALLACE-TUSTIN PAGE 02 Wallace Tustin REALTY 22 Morgan Farms Drive South Windsor, connnecticut 06074 f Begs. (860) 644-5667 Fax (860) 644-3668 To. Mike Gantick,Director of Public Works Town of South Windsor From: Ben Wallace Re: 1496/1504 Sullivan Avenue Paving Date: November 7, 2001 Iii Mike, We are going to be ready to pave our office building project by next week. please consider this memo our request to pave after 10/15/01. our contractor, Galasso Materials,has extensive experience and a good reputation. rm sure they will not pave during improper weather conditions. Thank you. Ben Wallace t �u. owe a oP SoatA Vbmd,,�at y G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 °R.C° November 7,2001 Ben Wallace Wallace-Tustin Realty 22 Morgan Farms Drive South Windsor, CT 06074 RE: PAVING AFTER OCTOBER 15, 1999 Dear Mr.Wallace: Please be advised that this Department is in receipt of your request to pave after October 15"'on Sullivan Avenue. Paving will be permitted only if the following conditions are met. 1. Weather conditions must be favorable—no paving in adverse weather. Temperature must be 400 F or warmer at start of paving. 2. Base surface of road/driveway must be 40°F or warmer. NO paving if there is frozen ground, snow/wet base conditions. 3. Owner must notify Town Engineering Division 24 hours in advance of anticipated paving date. 4. NO paving is to begin until Town has inspected site the day of paving. 5. Paving operation to follow DOT Form 814A specifications. 6. Per the Town of South Windsor Public Improvement Specifications,two(2)inches of binder course and one and one-half(1-1/2) inches minimum surface course shall be placed if paving is done after October 15R'or before April 15''. Should you fail to follow the conditions noted above, we may not accept/approve the improvements to your project. Should you have any questions regarding this matter,please feel free to contact Jeffrey Doolittle at 644-2511, extension 245. Very truly yours, Michael J. Gantick, P.E. Director of Public Works MJG/cm F cc: Jeffrey Doolittle, Town Engineer Melvin C. Stead,Jr.,Supt.of Street Services Mark Owens, Street Service Specialist Ed Beale, Engineering Assistant 4 0,0 + p • r TawnV V/ Sol.,, L �• Ci • Z � A �Q 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Y°soR-coNt� TELEPHONE (860) 644-2511 November 14,2001 Mr.Ben Wallace c/o Wallace-Tustin Realty 22 Morgan Farms Dr. South Windsor,CT 06074 RE: Commercial Building 1496 Sullivan Avenue South Windsor,CT Dear-Mr.Wallace: The South Windsor Water Pollution Control Authority,at its regular meeting of November 7,2001,gave approval for the connection to the Town's sewerage system of a commercial building at 1496 Sullivan Avenue, South Windsor,CT,as more specifically shown on plans entitled "Plot Plan"for Benjamin Wallace,Richard Tustin and Manchester Memorial Hospital,prepared by Design Professionals,Inc.,South Windsor,CT Project No.99-1251,Drawing No(s)l,dated 3-3-200,revised 1-02-01,2-07-01,3-30-01,5- 25-01 and 10-9-01,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, - //_, Thoma son,Chairman Water Pollution Control Authority TH:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector Design Professionals,Inc. 11/26/2001 12:43 8606443668 WALLACE-TUSTIN PAGE 01 WALLACE-TUSTIN REALTY INC. Bus.(860)W-5E67 Fax($60)644-3668 22 Morgan Farms Drive Wallace.Tustin South Windsor, CT 06074 l�tm: wallacetustin realtor.Com 644-5667 email:wallacetustin@Mls.com Bus. (860) 644-5667 DATE: TO: � COMPANY: �� "} FAX NO: FROM: A total of (including es a the cover sheet)will be transmitted including pages � 9 this cover sheet. MESSAGE_ NOTICE:This message is intended only for the use of the individual or entity to which it Is addressed, and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If you have received this communication in error, please notify us immediately by telephone.Thank You. 11/26/2001 12:43 8606443668 WALLACE-TUSTIN PAGE 02 SIGNATURE COPY MT 28-REV FM 190. SOUTgWINDSOR 1 104 t O fF TRANS 0 )PORTATION 10/3/2001 1000326 DEPARTMENT lMHWAY BUREAU OF ENGINEERING&HIGHWAY OPERATIONS Page 1 of 2 $ULLIVAN AVENUE STATE OF CONNECTICUT ENCROACHMENT PERMIT 10/3/2002 CERTIFY CHECK 1496&1504 SULLIVAN AVENUE AT THE SOUTH OF THE CORNER OF ROUTE 74 14916 SULLIVAN AVE,LLC i 22 MO,RAN FARMS DRIVE SOUTH WINDSOR,CT 06074 SIGNED AND RETURNED TO THE OFFICE. ATTN:Wallace-Tustin Realty PLEASE RETtiCtN AT ONCE, I PO/WO NO: i i Permission is hereby granted to do the following work under the control and direction of the Department of Transportation,Bureau of Engineering and Highway 1 Operations at the location designated hereon,subject to the statements made on the application for permit,and to the pertinent provisions of the current Highway Encroachment Permit Regulations manual,including amendments thereto. This permit does not bamme effective until all necessary local and State licenses and permits are obtained by the Permittee or designated agent,and further the Permittea shall be subject to all Federal,State and local regulations. j This pert-nit is issued In strict compliance with,but not limited by,the following specific requirements,referenced attachments,and the current edition of i Department of T:ransporta6on's Standard SpeCi"lions for Roads,Hridge8 and Incidental Construction as applicable. The Department of Transportation Permit Inspector, George A. Payne 258-4540, MUST BE NOTIFIED AND THE i CALL BEFORE YOU DIG REQUEST NUMBER RECORDED 48 HOURS IN ADVANCE OF STARTING WORK ON THE PROJECT. REQUEST NO. Excavate within the highway right of way to construct and pave a new drive,remove two drives,install drainage and do necessary landscaping as delineated on plans entitled"BENJAMIN WALLACE,RICHARD TUSTIN&MANCHESTER MEMORIAL HOSPITAL- SITE PLAN-1496&1504 SULLIVAN AVENUE SOUTH WINDSOR,CONNECTICUT"dated 12-11-00 revised 3-30-01and In accordance with the current General and Construction Requirements dated January 1992.attached with the following stipulations: i 1. No work that will Interfere with the flow of Route 194 traffic will be permltted'before 8:30 a.m.and after 4:00 p.m., Monday thru i Friday. 2.All vehicular and pedestrian traffic will be adequately protected through the use of appropriate traffic control patterns.Uniformed police officers,or personnel who are certified for traffic control to a level equivalent to the National Safety Council certification,shall 1 be employed to direct traffic through the work area. ! 3_Traffic control personnel should familiarize themselves with the attached traffic control patterns and the attached guide entitled "Control of Traffic through Work Areas".'Stop/Slow paddles are recommended. 4. Hot bituminous will be required for ALL pavement excavations.The permittee will make certain that hot bituminous concrete is i available before starting the work_ If it is not available,this permit is null and void until such time as it is available. 5.At the end of each workday all trenches will be back-filled(off road)and patched(on road).The use of steel plates to cover open trenches within the highway right of way will NOT be allowed from November 1st through April 15th, 6.The storing of pipe,excavated materials or other construction materials within the highway right of way will NOT be allowed. Equipment shall be removed from the right of way when not in use. 7. Once started,construction shall continue until complete,including final.restoration. The permit Inspector must be notified upon completion of work for final Inspection and approval. I CALL Before you DIG! TOLL FREE, STATEWIDE 1-800-922-4455 Any and all liability for in ury,damage or loss resulting from such work as maybe undertaken under the terms of this permit is assumed by the Permittee.The Permittee Is hereby designated responsible for all future maintenance of all Installations or encroachments constructed under this Permit,which in-the sole judgement of the State are not pert of the highway appurtenances normally maintained by the State. The Permittee hereby agrees to indemnify and hold harmless the State of Connecticut for any and all such injury,damage,or lose that may lie incurred,either d;rectiyy,or as a result of said work,and to reimburse the Department of Transportatlon for any expenses incurred due to the performance of any such work undertaken under the terms of this permit. I This permit Is revocable at the discretion of the Department of Transportation Commissioner or designated representative. District 01 office 1107 Cromw8l-l- q�renuc i Rocky �i o Conz 'ct .c>~.t 0 tie 6? PERMITTEE'$SIGNATURE DATE BUREAU OF ENGINEERING&HIGHWAY OPERATIONS Y V/ DISTRICT MAINTENANCE DIRECT 1 ;_1!25/2081 12:43 8606443668 WALLACE-TUSTIN PAGE 63 SIGNATURE COPY DATE F ISSUE NMIT ITT SOUTH WINDSOR 194 tlEpARTMENTOF eT PNSPORTATION 10/3/2001 1000326 BUR14AU OF ENGINEERING&HIGHWAY OPERATIONS page 2 of 2 SULLIVAN AVENUE STATE OF CONNECTICUT ENCROACHMENT PERMIT 10/3/2002 CERTIFY CHECK 1496&1504 SULLIVAN AVENUE AT THE SOUTH OF THE CORNER OF ROUTE 74 • p167g a 1496 SULLIVAN AVE,LLC 22 MORAN FARMS DRIVE SOUTH WINDSOR,CT 06074 SIGNED AND RETURNED TO THE OFFICE. ATTN-Wallace-Tustin Realty PLEASE RETURN AT ONCE. POIWO NO; i Permission is hereby granted to do the following work under the control and direction of the Department of Transportation,Bureau of Engineering and Highway Operations at the location designated hereon,subject to the statements made on the application for permit,and to the pertinent provisions of the current Highway =_ncroachment Permit Regulations manual,including amendments thereto. This permit does not become effective until all necessary local and State licenses and permits are obtained by the Permittea or designated agent,and further the nermi?tea shall be subject to all Federal,State and local regulations. This permit is issued in strict compliance with,but not limited by,the following specific requirements,referenced attachments.and the current edition of Department of Transportation's Standard Spectfkations for Roads.Bridges and Incidental Construction as applicable. The Department of Transportation Permit Inspector, George A. Payne 258-4540, MUST BE NOTIFIED AND THE !. CALL BEFORE YOU DIG REQUEST NUMBER RECORDED 48 HOURS IN ADVANCE OF STARTING WORK ON THE PROJECT, REQUEST NO. 8. No temporary pavement shall be placed to allow for traffic to compact the fill.Should any temporary pavement settle,it shall be replaced at once so that an acceptable riding surface will be maintained throughout the site at ALL TIMES. Q.Catch basins damaged or filled with sediment during construction must be repaired,cleaned and flushed at contractor's or devefoper's expense. 10.The Drainage Connection Concurrence that accompanies this permit must be completed in accordance with the Drainage -oncurrence Attachment which is also provided herewith.This requirement must be satisfied before this permit can be considered comolete. 10. Holiday restrictions will be in accordance with Section 13B-17-23 of the Highway Encroachment Permit Regulations dated 1992. along with related addendums. 11.The D.O.T. Electrical Division must be notified 24 HOURS in odveince of starting any excavation that will affect the operation of State-owned traffic signaling or related devices_They can be reached at(860)566-3156, 12. Requirements of this permit are subject to change as field conditions warrant. I , i , l I 4 , The Permit Inspector must be notified upon completion of work for final inspection and approval, CALL Before you DIG! TOLL FREE, STATEWIDE 1-800-922-4455' Any and all liability for injury,damage or loss resulting from such work as may be undertaken under the terms of this permit is assumed by the Permittee.The i Fermittee is hereby designated responsible for all future maintenance of all installations or encroachments constructed under this Pamtit,which in the sole judgement of the State are not part of the highway appurtenances normally maintained by the State. The Parmittea hereby:press to Indemnify and hold harmless the State of Connectleut for any and all such injury,damage,or loss that'may be incurred,either 'ectlyy or as a result of said work,and to reimburse the Department of Transportation far any expenses Incurred due to the performance of any such work 2rldAken underthe terms of this permit. This^sm,it is revocable at the discretion of the Deparment of Transportation Commissioner or designated representative. i PERMITTEE'S SIGNATURE DATE BUREAU OF ENGINE IN-�G&HIGHWAY C.- N$ t1.-k��-x+� I.>3!a�`! l C,f Ot/rf Ar DISTRICT MAFNTENANCE DIRECTOR 11/26/2001 12:43 8606443668 WALLACE-TUSTIN PAGE 04 08/20/01 RON 12:58 YAX 258 4527 DISTRICT 1 002 SOUTH WINDSOR-RTE 194 RTE 74-MANCH.MEM.HOSP.Men Wallace) 1. The 24'wide drive is acceptable;however, the radii must be increased to 25'. 2. A stop sign and stop bar must be installed on the drive. I Curbing must be installed across the openings where the, existing drives are to be removed.The areas must be filled with loam and seeded. 4. P.egniremeut# 8 of the Town's Planning and Zoning approval letter indicates that the proposed drive on Route 194 is to become a right turn only entrance/exit at such time as a service drive is built oia Town laud in the rear of the property and a connection,is made to that Mve. Should the Town's service drive not be advertised for construction and a left-turning accident pattem develops at the site driveway within three years of issuance of the encroachment permit,then the developer must reconstruct the site drive to become a right turn only entrance/exit.Revised plans for the right t=only entrance/exit drive must be reviewed and approved by the Department. .J.Haight 08-20-2001 41i.`U4./2LIUI 11. 1c iIDI_^•' "-+'24_,U`i il'_._ i�k'_II_Ir i'ili '• t:_.It7' I'r%-7C I l' N I: F z- r. a 0 0 4.i 2,0.ClI 1 i:1 @ I F +c."32- 3509 1 Dk Ri_lUP G,1ORCE=;TER F:., :0 ! STEEL POLES r POLE SHAFT The pole shaft is a one section design iabrica`ed from hat rolled welded steel Bing (rourxf)Or R single piece of 11 gauge(.'!'96"') or 7 gauge(.1793 )commercial carbo _ steel(square).The formed steel plate i ' longitudinally welded providing minimui i yield strength of 36 KSI(round)or 46 KSI(s"hare). CA7AtUALOG MAXIMUM' A POLE SIZE LUMINAIRE LOADING ANCHOR BOLT DATA POLE TOP CAP J - Pots WALL BOLT IN3IDE BOLT Each pole assembly is provided with alPREFIX MESG 1 sttAfT SM TH"HEss 100 10 Bo CIRC1b tx4METER SEE MAX PROS, removable pole top cap, HEIWrr free (Ins) ;Inch=) - EPA(W) (in~ (trK1�) (hmhw) it +tea) $7$TC?s0 10" 3X10 t 6.0 7.7 '00, aA ^c'5 314Xt7x3 3.75 S►=$•+53.0 151-3x:5 .120 4.6 2.3 3.2 80 2.75 V4X_17X3 375 HANDHOLE s2ns.^ 20' 3Xzt1 .120 - 1.4 '.4 8.0 ?.75_3.14Xi7Xs 3.76 The reinforced handhole has an insid' 'pening in the pole shaft.included is a cover ie with Star!d a.0 10. 4 Y.TO 120 12.2 15.0 19.1 8.0 3.75 3/4 X 17 X 3 3.75 attachment screws,A nut holder is wo togoo 'No- the handhole and includes a 112%13 i' 'C hex gp5. }4.0 20i 4 X 20 .120 3.5 4.4 6.0 8.0 3.75 3.14 X 17 X? 3.73 head bolt and nut for grounding. i Y 5RS-20.5.0 2c, `x 20 t2O' 7.0 9.1 11.7 60 4,75 314 X.17 X 3 3.75 ANCHOR BASE - - ` s 251 5 X 25 .120 4.0 5.5 7.2 8.0 4.75 '114 X 17 X 3 3.75 The anchor base is fabricated from st: 1ural , ?.;) 4.75 3 4 x 17 x 3 3 5 X 3r 12 2.0 3. ?5 + 0 0 4.2 quality hot carbon steel plate with mini ;um yield strength of 36 KSI.The base plc )'ele scopes the pole shaft and is circumfe:.tribally welded on both top and bosom. BASE COVER STRAIGHT SQUARE STEEL POLES A base cv�er completely covers the ei ;re base prate and anchorage.The oaq!! iivW BOLT MOE BOLT is attached with provided hardware. ! ! ME{GW WIDTH QAVGE 100 90 80 CIRCLE dAMETER WE MAX PROJ. l M': PREFIX VA 0* turd) OW") 11neW Onetwc) - ANCHOR BOLTS `asst�°-'_ r0 4 t cos z6.3 34.n. 8.00 3.6 3, 4 3r4x18x? $$;tp•4-I! 1 1 16,3w Mfl 27.1 8.0c 3.64 3M X 18 X 3 5 Anchor bolts are tabricated from a col `t Halal - ` ,ectaq•a1 T7r q ?t 12.9 16.7 T1.0 8.00 3.64 314X18X3 3.5 quaf ty hot rolled Carbon steel bar oil 51 515 g-t t$_ 4 71 11.5 15:o 19.9 8 00 :3.64 314 X t8 X 3 3.5 minimum guaranteed yield strength p '0 KSL L w Bolts have and"L"bend an one end are 19 g't t 4 11 6.2 0.6 11.8 5.00 3AA 314 x 18 X 3 3.5 threaded on the apposite end R mini' of SS320.4.11 0' �4 11 4.6 6.6 9.6 8,00 3.64 3/4 X 18 X 3 3.5_ SSS244.7 4 8.8 11.8 16.0 8.00 3.64 314 X 18 X 3 �3.5 4 1.12:Anchor bolts are hot dipped g 1 .nized -�• - a minimum length of 12°on the three ;1 And E. 4-4-11 4 11 2.0 -3.6 8.0 8.00 3,64 IM X lay 3 3.5 Four(4)properly sized bolts,each fu I,.shed $SS24.4-7 4 ? 5A T8 11.4 8,00 3.84 314 X 18 X 3 3.5 with two(2)regular hex nuts,two(2)i t SSs254-11 4 11 1.4 3.0 5.3 8.00 3.64 3i4 X 18 X 3 _1,5 _ washers and one(1)lock washer are;' ovil a SSS25-4-7 45• 4 7 4.7 TO - 1C.4 8.00 3.64 314 X 18X 3 3.5_ per pole•uniess otherwise specified. I SSw_'S-S I+ 5 3.7 6.3 9.8 +t00 464 1 X-MX4.S 40 i: . - S S25.`r7 5' S 7 9.1 127 17.r,::-.._�I-M 4.64 X 36 x 4 5 _ 40 FINISH 4'. SSS3CtS1' 0`-- - - 20 4.7 11.00 4.V. 1X36x4.5 40 Poles are a bailable with a TGIC pow 3rcoat SSStO 5•: 5 7_ 3_a 6.7 10.7- t,.00 4.64 i X 3ti X 4.5 _4.'J_- finish.Natural aluminum,bronze,bloc ''or white fir:!sl arkt available as standard S t.'ial colors are available, ry' ,t. Ft� t . Fir:rwt'5LMtjF?y temyetb mus!be uW wn. n selimC a'l&p:%,oa'.'s.Thomas L%a+?titj wX 1V r%7-,nr any fv rrXYjrvfx;t R:)C.hlwao�AVacernent recutnp fr•,7rn failure to use fay-=r'supl�5ed temmw t' HARDTOP CA MA 'IM MOUNT). GENERAL DESCRIPTION' The Gardco Round arm mounted Sorm 10 products are cylindrical (CA) or semi-spherical (MA) sharp cutoff luminaires usij'g high intensity discharge lamps up to 1000 watts (400w in the MA). Housings are one piece seamless spun aluminum'�tnd finished with either Architectural Class 1 anodizing or electrostatically applied polyurethane. Luminaires can accept one baf six(6)interchangeable and rotatable precision segmented optical systems. O R D E R I N 'C. HOUSING DIAMETER CONF WRATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS CA — 17 1 s 1250 H 20 BRA HF H ^Y "? 1 (Horizontal SEE TABLE 120 BLA HS l.4A L-t22' BELOW 208 BRA F �* a', 4 3 (Horizontal 2 0 LF La^.��) 277 BLP MF 2 347 PC 4X"'(Horizontal Lamp) 480 NIP PCR (Horizontal WP POLY 3 -- lamp} OC- Optional Color Paint SG '519e.fy Nac Gs ' '. FM (Horzontai a4awo:amaCWorse*hY%-, PTF' Lamb) :viceax X-PAC mz4 SC Special 00ior Paint PTF' IVertICRi (rssl sd zya ch PTF` 4 OUAD l TYPE HOUSING btalM£TER CONFIGURATION DIS7IRIBUTION WATTAGE VOLTAGE FINISH OPTIONS WATTAGE -, OPTIONS --- FINISH Housing CA17 MAI7< GA22 MA22 HS Internal House Side Shield BLA Black Anodized 100 HPS 100 HP11: 250 HPS 250 HPS F [rnHead:Fusing BRA Bronze Anodized 50 Mw 50 MH'. 250 MH 250 MH LF In-Line Fusing No Natural A ' ed 70 MHz 70 MHl 400 HP$ 400 HPS MF Mast Arlin Fitter (CA on!y) BRP Bronze Paint 100 MH' 100 MH? 400 MH 400 MH PC Receptacle and Pnotocontrol~ Mr Black ralm PCR Photocontrol Receptacle Only'150 HPS' 150 HP�� 750 HPS' y4 NP Natural Aluminum Pant 173 MN 175 MH.;, 750 MH' POLY Polycartionate Sag Lens in lieu of Glass" ylrp White Paint 250 MH ' 1000 MH'° SG Sag Glass OC' Optional Color Paint (Supplied standard with Type 4x optics s�Krrr RAL 4"gaiion as and CA$2 75011000w luminaires) 0u»n A.Me rva se:axarr `wla rx OC R&t QS Quartz Standby 0 4 SC Special Color Pain' PTF2 Pole Top Finer(27a"dia.tenon) PTF' Pole Top Fitter(Y%3:/a'dia.tenon) PTF' Foie Top Fitter(3`/a"•4'dia.tenon) QUAD Cuad Tap ballast (tVa w/730 MR750HPS tied to 277V) NOTES Gardco Ltghtfng 2661 Aiverado$treat 1. Furnished with acrylic sag Ie.ns.VS not available 5 175W max on 17-units San Leendn CA 94577 with 17'mogul base e. Available with 22'units only (361 802'227.0758 2. Medium base lamp 7. Fumished with gag glass lens CA 510657-6900 1 3. 150HPS ballast operates 5!1 roll lamp 8. Not available with Type 4X FAX 5101357.3088 4. Not available in MA units or&80V.1000w max. 9. Use reduced jadketed lamp only httpJMrww-GarctecLighting COW GuhMe Thomas GroOp LLC Ui:, ice,IJ C. 7_4_i1:17 p.-_ t-tr"_• ':vir.._�._ _r. - .-,...� _ , tl :i HARDTO CA/MAAIFIM MOUNT SPEC IFICAj�'TIONS GENERAL: Each Gardco i rm 10 arm ARM: Extruded alvoinum arm is secured shoot aluminum, eleetrochertiically mounted Hardtop is a cylina;Cal (CA) or to prewired fixt�re by contractor. brightened, anodized and sealed- The semi-spherical(MA)sharp c @7ff luminaire Assembly is suitablf for mounting to pole segmented reflectors are set in faceted for high intensity discharge 1. ;ups. Internal without requiring gccess to luminaire- arc tube image duplicator patterns to components are totally en; ' sed, rain- internal extruded bhannels capture tie achieve Types 1, 3, 4X, Q, FM, and VS tight,dust-tight and corrosion•.'slstant-No rods for proper 'luminaire to pole distributions. The mogul base lampholder venting of optical system' : electrical alignment. is glazed porcelain with a nickel plated components is required t • permitted. screw shell - all securely attached to the Luminaires are completel" :assembled LENS: One piece,die cast aluminum door reflector assembly. SOMH, 70MH and with no disassembly r;wired for frame retains the optically clear, heat and 10OMH units have medium base installation,. Lamping require ino lifting or impact resistant teripered flat glass or sag lamphotders. All horizontal Metal Halide hinging the luminaire housir I. disturbing polycarbonate in a;sealed manner using units in the 22' housings have lamp wiring or exposing tininsulale. liive parts. hollow section, higH eornptiance, memory stabilizers ensuring precise are tube retentive extruded silicone rubber. Type positioning, HOUSING: Housing is one 'ioce, .100" 4X luminaire featurilts sag glass lens and seamless aluminum with it bgral rolled VS unit emp!oyl sag acrylic lens. ELECTRICAL: Each high power factor circumferential reveal and }. wer section Concealed stainless steel hinge and two ballast is the separate component type, aperture incorporating a r rued flange (2) flush '14 turn f4steners se.:ure lens capable of providing reliable lamp starting stiffener to protect against ;i using edge assembly to luminai('e. down to-20° F. The ballast is mounted on deformation. Units are offe_r` td in profiles a unitized tray and secured within the of 17"or 22"diameter. I OPTICAL SYSTEMS: The segmented luminaire, above the reflector system. 't Form Ten optical s 'stem is hotllogeneous High Pressure Sodium ballasts operate lamps within ANSI trapezoidal limits. "1 Metal Halide and Mercury Vapor ballas D I M E N S 1 O{ N S tsare medium regulation auto transformers ;t I FeA': ,A,orcx v;. providing 310%(MH) and t5%(MV) bower ?�- Sing;a Twin sing,: regulation with ri ±10% variation from CA STYLE SIZE A B r 0 Arm 180' Quid i FixTurq }A, rated input voltage. Component-to- 17' 17' 8" i• 5' .7 1.5 2.1 2714. component wiring within the luminaire will 22 22' 1?" f°` 5' 1.2 2.3 3.3 421tA carry no more than 80% of Wed current and is listed by UL for use at 600 VAC at r. 150' C or higher. Plug disconnects are o; listed by VL for use at 600 VAC, 15A or higher, FINISH: Anodized housings are created ffJ with an Aluminum Association Architectural Class I anodizing process to t— C A ^--� achieve a bronze; black or natural ppprox aluminum finish,Painted units are finished Singlc Twin gingi with hardcoat, fade resistant, MA STYLE SIZE. A t3 1�� 0 Am ?80° Quad ` Fxtur� electrostatically applied polyurethane, 17" 17' 11' F 5 - .8 1.6 2.3 27 tb(S 22' 14' 7" 5" 1,3 2.7` LABELS: All fixtures bear UL and CSA 3.7 40lb,% (where applicable) wet location and I.B.E.w.labels. bb �ti Gardco Lighting reserves the right to change i I ? materials or modify the design of Its product D I �� g without notification as parr of the company's t :,�; `✓ _- i continuing product impiovament pro_grArn. t-� + Cardco's Form 10X optical systam has been I awarded U.S.Patent#5690422. r— C A Gardeo Lighting 2661 Alvarado Street 1.With V6 and Poly option,ave: ePgnt TT San Leaadro.CA 94571 2.With 4X.VS and Poly option,c�erall height=14' 8001227 0758 3.With VS and Poly option,ove 'height=14' 4.With 4X,VS and Poly option, 'erail height=17' CA 510,1357.6900 FAX 510r357.3C88 hp;;vmw.Gar9CoLightlnn car: Gardro l i01ing reserves the rit0f to ange materia!s or trod.i!y the design of its pm4.rcis without notiticabbt?as p,t1 of the eompanys �(ntinuing pmdurr improvement prLig'ra7t, - Genl{te Thorki5 Grrruy LLC 09rryri0t'e Gardco Lighting 1999,.,Alf Flights Reserved.International Copyrlgh,�Secured 791 ts•ao;399 � � r � 1 at , �{ sv b�! ry V. a � �.., .eke,^!•=,`.. �C w N Y1, ly d �S 8� �r J JF 111 14 F "3ggg fy Y ,FALcor) (860) 6517744 Wallace Tu6tin Realty Attn, Ben Wallace 1496 Sullivan Ave. l�ropooed Signage 12/4/00 Rev. I ' � WAILLACE -TUSTINI 3, 3 E 711011 10" Double Sided illuminated Sign cabinet 3/16" Acrylic face / 3m high performance translucent vinyl 8" x 8" P/T pooto / 23k Gold leaf finial & highlight Colors ao Shown - oample5 available 1 � e / Na TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: 0oVCHANGE ORDER CONTACT PERSON ` : tPA W c "' Phone No. Address � ' ie.v-jA0 Site Name NA4, # 144-4 SLoL0va,,,, P&Z No. Owner 1ua�, v..�+JR?w. �dtv. ,� t1.. Phone No. �44 --V(9�61 Contractor v Signature of Owner,,/ Date: Y ;; Signature of Design. Engr. Date: CHANGE: (Describe locat pp and nature of .chlange. Include Four (4 ) copies o plan1profile o�f Change. ) df- ke.,• '"tom Lai r Ato4vV* JAX Reason for ,Change: (Why is change required) '�' '�w. kW�v A4flr» P+fjt'C %so" #;ir'C' &ipw 6 b . 7�"1t�. r%>,>s_ r� h,"" W % « �. fi 3*ys, C top%r f-%S-4% ovw%o r-'aro-140 5stu wAA4 A Vk .. `rr%EAA„ A Aly t$fW$j,.0 TAB asra "� ,ti. c ► if y ., % $a(F.it 4040 APPROVALS: (As R qu1.r d / / Dir. Of Planning !L Date: _ '1 Town Engineer " Date* 1 � Dir. of Public orks° Dates Other: Date: STAFF COMMENTS f f.{�€ C#,��: ('.�Q.f�y-+r f+� �;-�4./° ` G' ` ram'; �Lr-'mow-•�.�� s White - Town Engineer Yellow Applicant Pink - Director of Planning Goldenrod - Engineering Department r i �>�''+' 'C•'4 ,..� eTv VgAQ h. 'o:,T'` � 'ej ..1 1'"',r•�"'' w t � F,"h r"; r. �,� Y:: LY jSa.,C r�i�L r I'Se'ff'/' Zkq ;�' A. OVA 17, s���_'»�'+Y+,"^�'" ."7p•'�!T 1,+.,�a �• "R�t[S, �l 1 f w "� r!'°�� Sl. ' '�g�i) � x tr� h � � •h o z A«rc t`r.�+i. .y' '' M��: "e; 1 .F� '!r�r�y't ,i: w ," ',�' ��r�� \ 4 �.:-.Er• � � �1$y`°t�F, °a f tom'` $"g''^;". r ,puM1'"+dt�'�l� .t J'k � +r `4 1 y, \ .�"�0. d A :; �• ,� Nk"+. •y� �.i�'L f''x y���V�5 K� f» � 'Z-•.\ �y"\ L � ,,''�4*.'r'S* t .sP '>r+•.;. �•„�r M i� yc.T � wr«h' r.!^At•°,,►, ,�: `a.M ��p•„�' i r +M ''��� �,q _ � yy,Ye ..` "��� � r� '�gs<'L k ��"'�,i• 3+'-e t�; a , ��' t i"'`ti �!w +,R' tH�sv +•,�y:�,y„tw, ..:. ;,i Yjr, f xj4 � d �Y� •K�`,�h'vl�'\.� ��a t �L�lw1 4 ,�yl�lK.�' rti � yr TyX.°'w��..'�yJ47:rr��•v� � r��� ,� ',�+''... r �� , r x�A' r ",,, `.}L�ITA� e � ,r�� •• A 1' �� �"J" r \\A r�',:r� � J�C»�;f" eJ �� nil, ��, �"��,, r nE r e i s n ib w; _'hair '• ar� r � •: �` _ � `� �""5'"1 `.�'. •.-.yA.•.:':Yid w i r xIN. , t .ems"^' r F'�` ,/ .f� � .h � �� � � `��• !,� y�s'��s.' 2 `I 12" 2— 3/4" FONT. r•s -" POROUS BACKFILL #510 12" O.C. , Q- I. '•.r.4.. n 0 12 O.C. VERT. 3000 P.S.I. CONC. j; ,l} FINISHED GRADE 4„ 0 P.V.C. WEEP HOLE , ;, "tt. 0 10, O.C. TYP. j' o I Z x00 L • 1i 1/ 7) z ',3 I •A1 • 12 9 #3 CONT. BARS a �a s 0�8'r O.C. �� S �.L 2— #,3 CONT. BARS -s 51` CONCRETE RETAINING WALL CF.... .l°°P•••••. ; S NO SCALE. a�g,• CAQ��•� 'S Rv . 10 N AL v • 0 j SCALE:N.T.S. CHECKED BY:P.A.H. DATE:OCT. 05, 2001 DRAWN BY:J.P.C. JOB No.:MET ACAD FILE:CONC-RET- HALLISEY, PEARSON & CASSIDY ALI CIVIL ENGINEERS & LAND SURVEYORS SHEET: OF: 78 BEAVER ROAD . WETKRSFIELD. CONNECTICUT REVISIONS: 2 1� 12" 2— 3/4" CONT. frr.`A. POROUS BACKFILL #5 0 12" O.C. '! #4 0 12" O.C. VERT. 3000 P.S.I. CONC. `• J' FINISHED GRADE 4" 0 P.V.C. WEEP HOLE 0 10' 0.C. TYP. a 00 Q 1 —11 Fill9 3— #3 CONT. BARS a TI 9 #3 0 18" O.C. e N 2— #3 CONT. BARS �0 CONCRETE RETAINING WALL ® e• °•e Fc NO SCALE. Q ��•CAco �,p'or/}���s� o _v a'•� O ® e [(�• 00 5 CE SCALE:N.T.S. CHECKED BY:P.A.H. DATE:OCT. 05, 2001 DRAWN BY:J.P.C. JOB No.:DET ACAD FILE:CONC-RET- A HALLISEY, PEARSON & CASSIDY CIVIL ENGINEERS & LAND SURVEYORS SHEET: OF: 78 BEAVER ROAD , WETKRSFIELD, CONNECTICUT REVISIONS: 2 1� 12" 2— 3/4" CONT. POROUS BACKFILL #5 0 12" O.C. #4 0 12" O.C. VERT. 3000 P.S.I. CONC. '• -%, 't. FINISHED GRADE 4" 0 P.V.C. WEEP HOLE x 0 10' O.C. TYP. t• i 00 < a �. . 12" 3— #3 CONT. BARS ° — ° . #3 0 18" O.C. iv 2— #3 CONT. BARS CONCRETE RETAINING WALL X- Coo NO SCALE, d of a of..B.®^°a��s• IYAL SCALE:N.T.S. CHECKED BY:P.A.H. DATE:OCT. 05, 2001 DRAWN BY:J.P.C. JOB No.:DET ACAD FILE:CONC-RET- ALI HALLISEY, PEARSON A CASSIDY CIVIL ENGINEERS do LAND SURVEYORS SHEET: OF: 78 BEAVER ROAD . WETHERSFIELD, CONNECTICUT REVISIONS: FED.AO PIIQI 11.. YEA. WwTE IU. , T ND TOTAL ,1 FJ+I.I STATE • T". n,Py Iq swim IIEbO1 14 SLOPE 2:1 MAX. I I • SLOPE 24 MAX. - Y-3" 2"X 2"BEVELS -I 1._3.. 2"X 2"BEVEL' 1 2"X 2"BEVELS3"COVER 2"X 2"BEVELS 3••COVER • �(J 3"COVER 1 3'•COVER F7 Y_O,• 6"MW. r_O.. 6"M:N, / //// •5 PARALLEL 1 j 6"MIN. T r"O" -5 PARALLEL �,+•� 2 15 PARALLEL- TO TOP OF WALL 1/Z 20.5 PARALLEL TO TOP OF WALL TO TOP OF WALL I TO TCP OF WALL 12 •5 AT Y-6" •5 AT Y-0" •5 AT 1'6" 5 •5 AT Y-6" •5 AT 1'_6" •5 AT V-O" I I! 12 2'X2'X2'BAGGED I c �� W z Y r STONE AT EACH 4 mz Y o i VEEPHOLE u or I t I 2'X2'X2'BAGGED m # 2'X2'X2'BAGGED w '^ STONE AT EACH 2'X2'X2'BAGGED w '-^ ^ SE STC AT EACH A3 ?j c WEEPNOLE m N N _ STONE AT EACH ?j w 'WEE WEEPHOLE � j¢N WS<•• ¢>W 00Cir5.e¢W.mvI CCrc wmon -o IY MAX. A •5 AT I1-6"(TYP.) 12'MAX. _ •5 AT I1'6"(TYP.) 4 >-5 AT Y-6"ITYPJ It I� 1. I W< Z S W W L] C X z p 4" WEEPHOLES �%^"' d •5 AT 1'.6"tTYPJ ' ___Q 6 1 4•' WEEPHOLES APPROX 1 . Y-d-`� - i w APPROX. - - K1'-0"C TO C Y-O"MAX. "MAX. 1 10'-0"C TO C _ ''; I } Y-0"MAX. r-0"MAX. - ! OPTUVAL r-r,wK I W 4" WEEPHOLES _ OPTANAL r-r'wL SPLCE.ISa'E NOTE-1 1 4"WEEPHOLES SPLCE.ISEE NOTE•1 1 C AP,C T APPROX. 0 FEET '-0"C TO C C ( O-�I I 0 FEET 10'0"C TO C OR AS P O �I B 4"MIN. NEEDED I NEEDED 1 1 1 B 4'MIN. r- 1.6" I -9 •'S AT Y-7" aD I"9 5 AT r-7" I1 I' I•S IN BEND ! � 1.5 IN BEND „ •5 BARS aSE� TABFE,FOR RS AT 1'-0" • 5 BARS AT r-0" 5 BARS AT I'-0" / HEEL AfT sPAUNG ) 1 SLOPING E E GRAVITY WALL : LEVEL BACKFILL GRAVI ALL : BACKFILL € ( I' (TO BE FOUNDLD ON ROCK ONLY) (TO BE FOUNDED ON ROCK ONLY) I i CANTILEVER WALL : LEVEL BACKFILL CANTILEVER WALL : SLOPING BACKFILL (TO BE FOUNDED ON GRAVEL FILL (TO BE FOUNDED ON GRAVEL FILL CONTRACTION JOINT 1/2"EXPANSION JOINT COMPACTED GRAVEL FILL OR UNDISTURBED Q" REINFORCEMENT SHALL BE II COMPACTED GRAVEL FILL OR UNDISTURBED REINFORCEMENT SHALL DISCONTINUOUS AT JOINT. EARTH ONLY ) EARTH ONLY ) BE DISCONTINUOUS yr xvr'JOINT SEAL •- AT JOINT ,I/2"XI/2"JOINT SEAL •• 1 i I HEEL MA X"" II I I -- - MAXIMUM BAR FOUNDATION FOUNDATION A g I C D E SPACING PRESSURE I^ 1/2"PREFORM'cD ! A g C D E PRESSURE _ K/Sr" a FILLERSIGN JOIN7 ` K/SF 1.42 6' 3' I'-3' 1'-15" 4'-0" I'-0" 1.52 — I 6' 3' 1' 6" 3'-9" 2.10 8' 3' 1'-6' 2'-0" 4'-9" 1.84 '-7� 8' 3' V-3" I 2'-6" 5'-0" I-0.+ 1 1 �I 10' 4' I'-9" 3'-6" 6'-6" I1-01' 2.56 FRONT FACE I"X I"BEVELS FRONT FACE i II 10' 4' 2'-0" 2'-G" 5'-9" 2.30 1"X I"BEVELS 12 3'-3' 12' 4' 2'-0" 4'-6" 7'-9" 6" 2.90' 4' 2'-3" 2.58 I EXPANSION JOINT DETAIL CONTRACTION JOINT DETAIL • i NOTES: CLASS "A"CONCRETE :CLASS A CONCRETE SHALL BE USED THROUGHOUT ALLOWABLE D=SIGN STRESSES: CLASS "A"CONCRETE :BASED ON f'c = 3000 PSI STANDARD SHEET REINFGRC!JE IT :(ASTM A615 GRADE 60 ) fs = 24000 PSI I LIVE LOAD SURCHARGED :240 PSF CONN. DEPT. OF TRANSPORTATION EXPOSED EDGES :EXPOSED EDGES SHALL BE BEVELED I"X I"UNLESS DIMENSIONED OTHERWISE I JOINTS :EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT EXCEEM"!G 60'.CONTRACTION JOINTS SHALL BE LOCATED RETAINING WALLS AT INTERVALS NOT EXCEEDING 20' CANTILEVER AND GRAVITY „ ALL ALSO BE USED SLOPING FILL OR LIVE LOAD SURCHARGE : THE WALL SECTIONS SHOWN FOR SLOPING BACKFILL SH FOR CASES WHERE THERE IS A LEVEL BACKFILL SUBJECT TO LIVE LOAD SURCHARGE. REVISIONS D..Iw.O cY.__"eSN FOUNDATION CONDITIONS :THE WALLS SHOWN ARE TO BE FOUNDED ON EARTH OR ON ROCK ONLY.THESE WALLS ARE NOT TO BE FOUNDED ON PILES D D(T.D Pn R.N.96@(nY!EAN _ Oc+•.7/LL ,I-No. All DESCRIPTION- Re-Ie.ea�r� T.McMAH 0.'.,�/�9._� _ �•bCT AParov.R..,-J.JE^I_yN Ome, 7/8q REINFORCEMENT COVER :ALL STEM REINFORCEMENT SHALL HAVE 2"CCVER EXCEPT WHERE NOTED OTHERWISE. APPTDY�°7%� DOT., ,"yu ;; ALL FOOTING REINFORCEMENT SHALL HAVE 3"COVER. o C F.H.A.APP.O k D.—12 3 90 U ) 4 F{G • LAP SPLICES TO FOOTING DOWELS FOR FOOTINGS FOUNDED ON COMPACTED GRAVEL FILL SHALL BE AS SHOWN .FOOTINGS F011NDE0 ON OTNE.R MATERIALS SHALL HAVE TWO FEET ADDED TO THE REQUIRED SPLICE LENGTH. -pAWa n�,"n TO T 5 L s•M„ NOT TO SCALE J DOEAWENT AFE Pft(MpP:TEO. l Vw•+ '�Y 506—O 'I j . •-1/2"XI/2"JOINT SEAL TO EXTEND FROM THE TOP OF THE FOOTING TO THE TOP OF THE WALL AND HORIZONTALLY ALONG Al FEr tins NJST RE op ,s i J tYA PEJIGCFuED Ov �f WK`TL• I'�,. THIS JC!NT TO THE FRONT FACE OF THE WALL, caa Fn«Ds .moauoKe ti;v TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON �Prn_2 LkYA LIAc Phone No. (ot4U-"5b6'7 Address kWliko Sy��I % AUK , Site Name \matte -1 iSCA+ Su i_LAvo� P&Z No. Owner P Jam. 1 t.��, Phone No. a4 q -,'r(v6 7 Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) 9.4.moQS, TR4-:, t t!wra"C" O4- r►o.��2. 1.Eq'f cit Pmoj-. V.�nyC Reason f or Change: (Why is change required) - T2`c4. I aS A uaak:f' S4R..i�(" �saiw.i� �o w•.s -testis ►•+i�lc2 �tt�u`+� �� T"hti (Ltl-.tat 5.7 �Uazs 6��R T►r� iryo.s�� [ Q�cty - It fV+�i L �'� 3io� Cay,�n Cct-j. ©cwa t)v ic, 5-cuVPAJ VV�-r T'1EA*- AML t-4,0&3y ®ty Th4 Ski , Wilt cjGl�E-iL APPROVALS: (As Required) All"c.>-it t�-% i-c•-«sT T ` rL Dir.. Of Planning l Date: 10%/(�i Town Engineer Date: 1 , l04 Dir. of Public Date: /af/Zvf Other: Date: STAFF COMMENTS: l.� 01 oo� SOv��E lN�a�P�. White - Town Engineer Yellow - Applicant LNG\N Pink - Director of Planning Goldenrod - Engineering Department BOND RELEASE TRANSMITTAL DATE . � 2 3 `03 APPLICANT NAME Iyg(, 51djtj4& ,lve. LCC �/o �c�.►1 rc.a_ ?i.�s+-In tea��t ADDRESS Sou-� Nvl/.Asm- , CT oib t)W PROJECT LOCATION/ADDRESS I9q b 501 I1 V'kyn \te , LOT P&Z OR IWA/CC APPLICATION NUMBER �� SUB ACCOUNT NUMBER ( a- ORIGINAL BOND AMOUNT 41 ,000 , Please release the bond indicated above as all of the required work has been completed. W (aI�3 �03 NAME � � D DATE BY � y CHECK # ISSUED DATE C` manenrs and Senuigs-.Ad,uuusuaror\LocaI Senumgs.Temp BOND RELEASE TRANSMITTAL 082101.doe 10 V1 N Sf4 C F Town 0-ps-oam ?di 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•cO AREA CODE 860/644-2511 RECEIVED June 20,2003 JUN 2 6 2003 SOUTH WINDSOR Mr. Ben Wallace ENGINEERING DEPT. ' 1496 Sullivan Avenue South Windsor, CT 06074 Re: Appl#00-60P, Wallace Tustin/MMH Dear Mr. Wallace: This is to advise you that on June 10, 2003, the Planning and Zoning Commission released the landscaping bond for the above-referenced project in the amount of$1,000.00. The original bond submitted was a cash bond. The town's Finance Department will be mailing you a check with.interest to your attention. Sincerely, Kevin McCann, Chairman Planning&Zoning Commission KMcC/kah cc: Town Engineer