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8330_SITE PLAN- W.S. CONGREGATION OF JEHOVAHS WITNESS- NORTH WESTFIELD ST. #St3� �Ji�P � �QXI �orc�re�a+�on of 3-e hc�ah' 5 w�kr�¢sse5 o� 9 Town o f gawam T 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD November 22, 2004 N U) -^ Eric Roberts 77 t" w r West'Springfield Congregation of Jehova's Witnesses P.O. Box 713 Southwick, MA 01077 U— Dear Mr. Roberts: At its duly called meeting held on November 18, 2004, the Agawam Planning Board voted to . return the Site Plan entitled "Kingdom Hall Site - 989 North Westfield'Street,,Feeding Hills, MA; Prepared by: Ecotec Environmental Associates Inc.; Dated: Sept. 2004" back to the applicant for further information. More specifically, the Board is requiring a traffic study, prepared by a certified traffic engineer, be submitted and reviewed by the Town. Other issues discussed at the meeting were: installation of visual barriers to prevent headlights from shining on abutters houses/properties; indicate the limits of work on the plan; relocate the maintenance ' shed; install shutters on the windows and doors; make the back of the building brick; consider using brick on the maintenance building; lighting plan to be submitted showing photogrammetrics (all lighting to be shielded and shining inward toward property); show adequate/improved street lighting on North Westfield Street; and indicate on plans that no exterior speakers/bells will be used. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD cc: Building Inspector, Engineering Dept., Town Clerk, Ecotec, File no ('S- Y)fe(J cl We �-,c"vc e, c�e 4 i ri�c Q u)- Q G �-e_ d h,�+e, G•� a` ci S 1 S• -� Ct,IS bac..k.'� G+zl c" �j c4cd l��1dI fie. f�, ) ems• Ir, are -1-owy) trod Z& Lk)-Q- b Q,O � 0- d,Qom, 4Nolf wokild --}a kc sa �. o eases \-�Ol�s �Na some ee cO P , CkO Oco-e. '&v4 , mil ri i (z c) I-, �3Uy-,% G,,6 --r d (a ,6 4)--i e- i",-O�'C� w o d L-e. ver- y ��- �er��-,� }��llS, rnH a1o3 � DEC 02 24Dh w a David J. Goggin Margaret M. Nicklaw 167 Parkedge Drive Feeding Hills MA 01030 Town of Agawam Planning Board Main Street Agawam MA 01001 November 24, 2004 RE: Proposed Jehovah's Witness Church on North Westfield Street To Whom It May Concern: On November 18, 2004, we attended the Planning Board meeting to listen to the presentation of the proposed church to be located on a parcel of land on North Westfield Street. We found it particularly interesting that this particular chapter of the Jehovah's Witnesses is from West Springfield. Why would the West Springfield branch of this church choose to locate in Agawam unless is it because of lax zoning guidelines that Agawam has adopted that allow a church to build anywhere. While we realize it is much to late in the game to change what is happening in our neighborhood, we would urge you to present a zoning change for churches to the City Council so that this travesty cannot happen to another beautiful neighborhood of tax paying residents of Agawam. That said, we now wish to present our concerns regarding this project. We concur with everyone who attended that Planning Board meeting in that safety is of prime importance. That section of Route 187, known as May Hollow, is treacherous. We have lived on Parkedge Drive for just about 17 years. Neighbors have been in accidents there, cars fly over the hill and screech on their brakes when they see my son's stopped school bus. Winter is particularly terrible with slippery road conditions and white outs from windblown snow off surrounding trees making it very scary and, at times, impassable. To add significantly to the traffic already present is a huge mistake. While we understand that a traffic study is being done;,, we worry that it only counts the number of cars going by and does not take into account the speed at which they travel. This is a major factor in the dangerous nature of this strip of Route 187 and should be accounted for in the traffic study. Furthermore, we agree that the traffic study should incorporate winter weather as well, since it plays such a huge part in the treacherousness of May Hollow. NOV 3 0 2004 L N.; 4 f4: 1 ie 'v It is our hope that the traffic study, together with your personal visit and tour of this area, will show that this parcel is not a viable site for the proposed church. However, if somehow it gets through this initial phase, we would like to express our concerns regarding the building itself. In viewing the building plans, we couldn't help but questions why the building had to be constructed so far into our neighborhood. Although we understand that the electric company has an easement, it appears as if there would still be room to move the building, and its associated parking lot, closer to North Westfield Street without infringing on that easement. This would allow for even more of a wooded buffer than is currently being proposed so as to preserve, as best ae can, the tranquility of Parkedge Drive. Four years ago, when we were looking for a larger home, we couldn't find anything in Agawam or Southwick to compare to the wooded beauty and serenity of Parkedge Drive. So we invested in that street and, in doing so, invested in the Town of Agawam, by adding a second floor to our existing ranch. It is so ironic that, four years after doing so, that very serenity is in jeopardy. It is such a shame. During the meeting, objections were raised as to the actual location of the shed. We also would like to see its location moved to the North Westfield Street side of the building. There is no reason why that structure needs to be in our backyards. Also, hemlocks or other obscuring trees were proposed for the driveway to cut down on headlights shining into neighboring homes. We would like to propose those same type of obscuring trees for the two sides of the parking lot as headlights will shine into homes on that side of Parkedge Drive as well. We also wish to reiterate that the back and sides of the building be as visually appealing as the front side seeing as how there are neighboring properties on all sides of the church. In closing, our hope is that this project will never get off the ground due to the safety issues. However, if it does, we are counting on the Planning Board to make this building as unobtrusive as possible in our beautiful neighborhood. We don't believe that it was ever the intention of the Zoning Board to allow a church to build in the middle of a quiet neighborhood. But now it is possible that it will happen because of lax controls regarding churches. Again, we urge you to bring this issue before the designating authorities to change the zoning for churches so that this can never happen to other residentsof Agawam. Respectfully Sub David J. Goggin Mar a M. Nicklaw Robert J. Carey 77 PARKEDGE DRIVE FEEDING HILLS MA.01030 UNU=D Noveml Dear Fa I am w will bec that m are vef once rf pollut congestion. Now, let's discuss safety in regards to the proposed site. Parkedge drive is situated on one of Feeding Hills most dangerous curves. I am frightened for our neighborhood children now and the town wants to add more traffic?The road is already a hazard and now we want to add more fear? Parkedge drive is so dangerous to get out of now; it's hard enough to blend in 45mph traffic without spinning your tires. This building would create more chaos and traffic problems that already exist. I am concerned with this proposal and am totally against it The town has enough issues already with 6000 gas stations, 6000 car lots, and enough farmland to feed 2 families. Please,for the safety of the citizens of our neighborhood and fellow travelers do not allow this to go through. WHY LOOK FOR MORE TROUBLE, LEAVE WELL ENOUGHALONEI Thank you or your consideration. Rob a NOY 2 3 2004 " Uvr �� • Robert J. Carey 77 PAR KEDGE DRIVE FEEDING HILLS MA.01030 UI►US E'o November 21,2004 Dear Friend; I am writing this letter in regards to a proposed building site that will be affecting our neighborhood I would like to begin by stating that my wife and I have been lifelong residents of this town and are very disappointed with the ongoing developments. Agawam once represented farmland and now represents factories and pollution. The construction of new homes around this section has already created traffic problems. This church would only add to the congestion. Now, let's discuss safety in regards to the proposed site. Parkedge drive is situated on one of Feeding Hills most dangerous curves. I am frightened for our neighborhood children now and the town wants to add more traffic?The road is already a hazard and now we want to add more fear? Parkedge drive is so dangerous to get out of now; it's hard enough to blend in 45mph traffic without spinning your tires. This building would create more chaos and traffic problems that already exist. I am concerned with this proposal and am totally against it. The town has enough issues already with 6000gas stations, 6000 car lots, and enough farmland to feed 2 families. Please,for the safety of the citizens of our neighborhood and fellow travelers do not allow this to go through. WHY LOOK FOR MORE TROUBLE, LEAVE WELL ENOUGHALONEI Thank you or your consideration. Sinc eIl .s Rob a NOY 2 3 2004 LA JA-u b u r�U FA AGAUVAM FIRE DEPARTMENT 9 800 MAIN STREET * AGAWAM, MA 01001 t NT TELEPHONE (413) 786-0657 'f FAY (41.3) 786-1.241 David A. Pisano Chief of Department D Stephen M. Martin Deputy Chief FIRES 11/24/04 RE: NEW KINGDOM HALL @ 989 NORTH WESTFIELD ST. FEEDING HILLS As per. 780, 527,and 521 C.M.R.s and 148 M.G.L. and N.F.P.A. 72,this building shall have a fire alarm system. Please note that a fire hydrant must be located with in(100) ft. Of this building also. The alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives and Drawings shall be submitted along with a copy of the alarm installers license before work is to begin. Also be advised that paved access to this structures is required. General access during construction must be maintained including but not limited to, snow removal and road surface maintained. (Ruts, wash-outs, or obstructions, which may impede Fire or EMS response must be corrected at once.) Fire Insp. M.M/ercadante s. o 9 ToWn. of-Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO T0: Engineering Dept., Police Dept., ZDept. FROM: Planning Board SUBJECT: Site Plan - W.S. Congregation of Jehovah's Witnesses -North Westfield St. DATE: October 25, 2004 Please review and comment on the attached Site Plan for the West Springfield Congregation of Jehovah's Witnesses prior to the Board's November 18, 2004 meeting.' Thank you. DSD:pre r / r� AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam, MA 01001 1. Name of Business West Springfield Congregation of Jehovah's Witnesses_ Address_ P.O. Box 713 Southwick, MA 01077 Telephone (413) 746-8334 Fax 2. Name of Applicant/Owner West Springfield Congregation of Jehovah's Witnesses Address P.O. Box 713 Southwick MA_ 01077 Telephone (at 3)_ 74n-s.n4 Fax 3. Name of Engineer/Architect Ecotec Environmental Associates, Inc. Address 180 Denslow Road - P.O. Box 188 East Longmeadow, MA 01028 Telephone. (413) 525-6703 Fax (413) 525-3582 4. Please give a brief description of the proposed project: The West Springfield Congregation of Jehovah Is Witnesses is proposing to construct a 5200 square foot worship center to be located at 989 North Westfield Street. The worship center will be located to the rear of a 4.39 acre parcel of land which is currently vacant. The site will be accessed from a single driveway on North Westfield Street approximately five hundred feet in length. The site will provide 94 parking spaces on the site. All utilities will enter the site from North Westfield Street. Revised 8/14/03 OCT cn '€ � i� r - ro N � cn 0 A AGAWAM FIRE DEPARTMENT „FN 800 MAIN STREET ',!, AGAWAM, MA 01001 Q :1' T :IJEP3�Oi�L ("; i) 786-0657 FAX (413) 786.4 241 David A.. '°°-afro Chief of Department Stephen M. Martin Deputy Chief F1RE5 ATED • 11/24/04 RE:NEW KINGDOM HALL @ 989 NORTH WESTFIELD ST. FEEDING HILLS As per. 780, 527, and 521 C.M.R.s and 148 M.G.L. and N.F.P.A. 72, this building shall have a fire alarm system. Please note that afire hydrant must be located with in(100) ft. Of this building also. The alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives and Drawings shall be submitted along with a copy of the alarm installers license before work is to begin. Also be advised that paved access to this structures is required. General access during construction must be maintained including but not limited to, snow removal and road surface maintained. (Ruts, wash-Puts, or obstructions, which may impede Fire or EMS response must be corrected at once.) Fire Insp. M.Mercadante W A cn W E�lthael a. mthreadante epare l:'-- inspector � �� ---;� r�L::� i�erart^ant SDP— (.4 Y 414s�� l,r OF ,p TONY MASUCK G OCT 2 ,� Ca �a c� Z 2M4 No. 12035 No. 12026 CIVIL e4 SpR11E� 4F�lgnP�Q4� r ' ECOTEC ENVIRONMENTAL ASSOCIATES INC. 180 DENSLOW ROAD P.O. BOX 188 EAST LONGMEADOW, MA 01028 PHONE (413) 525-6703 FAX (413) 525-3582 0 To: Town Of Agawam From: Charles and Stacey Reutt 21 Parkedge Drive Feeding Hills Ma. This letter is in regards to the proposed development of land off North Westfield Street in the May Hollow area. We are strongly opposed to the large building and parking lot planned next to Parkedge Drive. The traffic on North-Westfield Street is already heavy and very fast moving. The May Hollow section's serpentine road causes numerous accidents every year. Automobile body parts often litter the roadside from accidents ranging from minor fender benders to very serious bodily injury wrecks. The driveway for this development is going to greatly impact the safety of motor traffic on North-Westfield Street, with its entrance-and exit on the blind side of the crest of the Hollow. This creates a situation where traffic has to make an instant stop as they go C over the crest of the hill, difficult to do in good weather, impossible in rain or snow. Another concern that we have is light pollution from high power parking lot lights, left on all night, every night. The character and essence of our cul de sac neighborhood will also be compromised and forever changed with an abutter's large parking lot and building. We have a genuine concern for our property values and quality of life experience. Please do not place this type of development in our neighborhood. Charles Reutt Stacey Reutt 0 0 I Members of Agawam Zoning Board, Neighbors and Friends: I am Gerald Fedora of 20 Parkedge Drive, and I am speaking tonight against approval of this proposal to allow construction of a church on the site under discussion. My wife Christina and I selected our home precisely because of its location in this quiet, private, residential neighborhood of single family homes with good-sized wooded yards and a decidedly rural atmosphere. The proposed church site itself abuts the property at 20 Parkedge drive at the southwest corner, and the access right of way abuts the entire western side to the northwest corner. Any church is an entity which, by its nature, operates very much like a business; and regardless of whether it is for profit or not for profit, and however pure its motives. The facility is utilized at any hour from early morning to late at night for a host of religious and secular activities, with lots of people and music, lots of cars and exhaust, lots of lights and noise, lots of dust and disturbance. Every weekend and holiday would be heavily booked. The facility's security would "require" harsh, brilliant lighting from dawn to dusk, and video cameras 24 hours a day, seven days a week. Winters would require snowplows at 3 am, summers the endless drone and clatter of grounds and building maintenance. All this would be in direct sight of my back yard, and anything I might wish to do would be in direct sight of everyone at the church, constituting a total end to privacy. The wild creatures would disappear forever. And, like any political, business, or religious entity, the organization would feel a need to remodel, improve, enlarge, expand, grow. Property owners, myself included, would find the monetary value of their property devastated, because these are homes which derive their value from the unique tranquil and private, country character of the neighborhood. For my family and I, there would never be another private backyard family picnic, or another relaxing weekend, or another quiet and peaceful holiday, another bird feeder filled with creatures, or another dark, quiet, starry night. It is impossible to overstate the negative impact approval of this proposal would have upon Parkedge Drive and Marlene Drive. It would completely destroy the character of this quiet, private, and peaceful neighborhood forever. It is hard to imagine a less suitable use for this site, and I am against approval of this proposal. Gerald M. Fedora 20 Parkedge Drive Feeding Hills, MA. 01030 Memo To: Planning Board From: Sgt. Donald Gallerani Subject: Site Plan - W.S. Congregation of Jehovah's Witnesses - North Westfield Street Date: November 17, 2004 I am in receipt of the West Springfield Congregation of Jehovah's Witnesses' proposal to construct a 5,200 square foot worship center at 989 North Westfield Street. However, prior to the submission of my"site inspection", I would like to view the traffic study that is being conducted for this proposed worship center. AGAWAM TOWN OF N• •�• 'yam INTEROFFICE0 ��RATf tf MPy MEMORANDUM To: Planning Board CC: File; John P. Stone, DPW Supt.; From: Engineering Date: November 16, 2004 Subject: Site Plan -450 - W.S. Congregation of Jehovah's Witnesses - North Westfield St. Per your request dated, October 25, 2004, we have reviewed the site plan entitled "Kingdom Hall Site - 989 North Westfield Street, Feeding Hills, MA; Prepared by: Ecotec Environmental Associates Inc.; Scale: V = 30; Dated: Sept. 2004", and we have the following comments: There are still several outstanding issues to be addressed for this site plan. At this time, we are still waiting on the submission of a traffic study, a drainage report, and various water/sewer service construction details by Ecotec. The Planning Board will be notified as soon as our review is complete. ry S If you have any questions, please contact our division. fncerely, Sincerely,', /t.A'` � ~ ` eorgano J. Ho , P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I HAENGWEERW\450 W.S.Congregation102 planning.wpd AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: November 16, 2004 DATE RECEIVED: October 22, 2004 DISTRIBUTION DATE: October 25, 2004 PLANNING BOARD MEETING DATE: November 18, 2004 APPLICANT INFORMATION 1. Name of Business: West Springfield Congregation of Jehovah's Witnesses Address: P.O. Box 713, Southwick, MA 01077 2. Owner: Same as above Address: Same as above Telephone: (413) 746-8334 Fax: 3. Engineer: Ecotec Environmental Associates, Inc. Address: 180 Denslow Road, P.O. Box 188, East Longmeadow, MA 01028 Telephone: (413) 525-6703 Fax: 525-3582 PLAN REVIEW Scale: 1" = 30' Date: September 2004 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Plans have not been stamped by an Engineer. Description of Project: Proposed construction of a 5200 sq. ft. worship center on 4.39 acres of land. Site Plan Review Page 2 Description of Site: The site is vacant, slopes to the west with the highest point adjacent to North Westfield Street. There is a 100' wide WMECO easement which runs along the eastern boundary of the property. Provision for Traffic Flow: A proposed curbcut with its associated driveway is shown on to North Westfield Street. The driveway exits the property on the downward slope to May Hollow. The safety of vehicles entering and exiting this site is questionable. The applicant must provide a site distance study prepared by a qualified traffic engineer. There is a 12' right of way over which the driveway must cross. What is the purpose of this R.O.W. ? Parking: The plan shows 94 parking spaces including 3 handicapped. The parking guidelines require that 1 parking space be provided for each 4 persons for whom seating is provided in the main auditorium. The auditorium will seat 170 people, so parking appears to be adequate. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: No landscape plan has been provided. When submitted it must contain the following note: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel". It is recommended that a landscaped buffer be maintained between the proposed use and the residential properties. If there is not adequate existing vegetation to provide an opaque screen, the applicant should consider a fence and/or living screen. Sign Location : Not provided. Exterior Lighting: Not provided. A lighting plan must be submitted. Cut sheets for the light proposed must also be provided. The exterior lighting must be positioned so as not to shine on adjacent properties. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Not provided. All dumpters must be fenced, screened and gated. Other Comments or Concerns: The safety of those who worship at the site and those traveling on North Westfield Street is critical given the location of the curb cut. The Planning Board should take no action on this plan until a traffic study, funded by the Site Plan Review Page 3 applicant and review and approved by the Engineering Department has been completed. The plan should be returned to the applicant until such a study has been submitted in conformance with § 180-13 C (4) of the Zoning Ordinance. Note: Chapter 40A of the Massachusetts General Laws exempts religious uses from zoning requirements. Chapter 40A does allow the Towns to impose "reasonable regulations concerning the bulk and height of structures and determining yard sizes, lot area, setbacks, open space, parking and building coverage requirements." November 14, 2004 Dear Town of Agawam Planning Board, Our home is at 193 Parkedge Drive in Feeding Hills. Our lot is adjacent to land under consideration for sale for the proposed construction of a Jehovah's Witness' Kingdom Hall with parking for 94 vehicles. We have concerns regarding the pending sale of the land behind our home for this purpose. Our primary concern is for the safety of motorists on North Westfield Street and those attempting to enter or exit Parkedge Drive. We sincerely believe that giving approval to any plan that would increase traffic in an already dangerous area would be absurd. Is the Town of Agawam willing to accept the liability for the first fatal accident that will occur at the new curb cut? • There is extremely poor visibility at the proposed curb cut on North Westfield Street (Route 187). The driveway would be just below the crest of a hill and on a curve. • Motorists waiting to enter Parkedge Drive from the south on 187 with increased traffic passing from the north would have a greater chance of being hit from behind. Traffic traveling at the 40 MPH speed limit comes down the hill from the south and around the curve approaching Parkedge. • Ice and snow exacerbate the already dangerous conditions in this area. When one car gets stuck because it has to stop, quite often the road becomes blocked with cars. Snow banks further reduce visibility. We also feel that the site is not appropriate because it abuts quiet residential neighborhoods of single family homes. Obviously, since the proposed plan places a large building directly behind our home we have several serious concerns. y• Privacy Our family should be able to oise dui: backy4 ard 1 without 170 people looking on. 110V 2UBb l of 2 P � � � • Noise— We do not wish to hear 94 vehicles coming and going, or 170 voices raised. • Aesthetics — There are several churches in town with homes near them. Most of the time the closest home is for the clergy. Our neighborhood is a beautiful wooded area; such a large building would spoil the character of the neighborhood. • Lights —Parking for 94 vehicles would require lighting that would be intrusive. • Safety — On nights when the meeting hall is unattended, it is possible that the parking lot could become a place for people to loiter. We have seen evidence during walks in nearby Robinson State Park that people gather there to drink alcohol. The Kingdom Hall lot could be an attractive nuisance. Another issue is the grading of the land. The land located between Parkedge Drive and Marlene Drive is at a higher elevation than the abutting lots on Parkedge. The land slopes toward our homes. Currently run-off is not a serious issue because the underbrush and leaves from the woods keep the moisture from rainfall and snow melt on the high ground. If the woods were to be removed, we believe there would be a problem with water in our basement. We appreciate your attention to this matter of great importance to us and to all motorists on Route 187. Thank you very much. Respectfully, C P P. and Gay M. McDyer 193 Parkedge Drive Feeding Hills, MA 01030 789-2750 Cc Mayor Richard Cohen Mass. District 2 Highway Director: Albert Stegemann 2 of 2 s • November 14, 2004 Dear Town of Agawam Planning Board, Our home is at 201 Parkedge Drive and adjacent to land under consideration for sale for proposed construction of Jehovah's Witness' Kingdom Hall and parking lot. Concerns: 1. Building would change charm and character of our single family residential neighborhood. 2. Parking and lighting would be intrusive to privacy of our backyard. 3. Grading and buffer zone would have to be addressed as land is higher and slopes toward Parkedge Drive. 4. Unattended nights could be potential loiter area. 5. Route 1871 May Hollow entrance -- exit would add to already dangerous road section. We feel this site is not appropriate for this building proposal. Sincerely, Louis V. and Donna J. Scherpa 201 Parkedge Drive Feeding Hills, MA. 01030 786-2493f: ` NOV 1 5 2004 November 14, 2004 To The Town of Agawam Planning Board: We are writing with regard to the recently proposed church being built on the land located between Marlene Drive, Parkedge Drive and Northwestfield Street, in Feeding Hills. My opposition to this proposal is having a 94 space parking lot at that location brings up a concern of possible accidents that could occur with the amount of traffic and speed of trucks and cars traveling on Northwestfield Street. In addition to the speed traveled on this road, there is also a blind hill and as cars are lined up waiting to get into the parking lot, there is a concern that a truck coming south going north could plow into the vehicles stopped waiting to turn into the parking lot. Therefore, it is difficult to envision how safe an entrance off Northwestfield Street could be. Additionally, this land abuts people's backyards. The property will cause water run offs, head lights shining in people's homes and continuous street lamps that will be lit throughout the nights. We believe the planned parking lot is too big for a residential area. Any building of that size is not fair to the neighbors as they bought their homes to live in a residential area. This could also decrease the value of our homes. We believe this proposal is an inappropriate use of this land. Sincerely, , Merritt and Donna Hopping 182 Parkedge Drive 786-1741 - r77i1 K�V 1 5 94 November 14, 2004 Dear Town of Agawam Planning Board, I live at 183 Parkedge Drive in Feeding Hills, and directly behind the proposed site for the Jehovah's Witness Kingdom Hall and parking lot. I am concerned about this building proposal for several reasons, most importantly from a safety standpoint. The proposed location of the driveway would be in an already dangerous stretch of Route 187. 1 can say this from personal experience, having been involved in a head-on collision there three years ago. The combination of the curve and the hill make it a difficult area to travel. Speed, weather conditions, and lack of visibility contribute to the problem. The hill coming in and out of Parkedge is hard enough to maneuver in bad weather without adding stopped traffic on the top of the hill on North Westfield Street. Any parent that's waited for their child's school bus can tell multiple stories about cars coming to a screeching halt because they cannot see the bus stopped there—and that's just one vehicle. Ninety-four cars stopping to turn in that spot would be insanely treacherous. It's simply too dangerous of an area. I dread traveling that hill and curve in adverse weather conditions so much that I considered moving. But I remained because I love my home and the privacy of the lot I'm on. Which is my next concern. The woods behind my house provide my family and myself with privacy and the peaceful enjoyment of nature. The traffic coming and going, the noise of people and vehicles, and the lighting for the parking lot would invade upon the quiet enjoyment of my property and diminish my resale value if I ever chose to sell my home. Also, my young children play in my backyard. I would feel uneasy allowing them to play in a backyard that abuts a parking lot providing access and an easy departure for any vehicle. I should not have to build a wall around my property to maintain a sense of privacy and security. I would not have bought this home to raise my children in if it had a parking lot in the back yard. There are other issues with this site proposal including water run-off, noise, and the spoiling of the attributes of this neighborhood. My largest concern, however, is for safety: the safety of my children on my property and the safety of the road that I need to drive on everyday. To provide a place for potential loitering in the middle of a residential area and to add further obstacles to North Westfield Street in that location is unwise and benefits no one except the seller of the land. The proposal does not contribute one positive thing for this neighborhood. I appreciate your time and attention in coming to a logical solution in this matter. ely, Casa ; -Od 183 Parkedge Drive Feeding Hills, MA 01030 �dy f'f November 15, 2004 To the Town of Agawam Planning Board; Re: Building Plan submitted by Jehovah Witness Kingdom Hall for property located on North Westfield Street, bordered by Parkedge Drive and Marlene Drive. Safety Issue: The entrance/exit for the building will be on North Westfield Street(RI. #187), a heavily traveled roadway. Cars, school buses, commercial and private trucks and tractor trailer trucks travel this road daily, usually at speeds above the 40 m.p.h. posted limit. The proposed entrance/exit is to be located just below the crest of the north hill of May Hollow and above Parkedge Drive. The entrance to Parkedge Drive is already a hazardous location and has been the site of numerous traffic accidents in the past, due to limited visibility of North Westfield Street both north and south. May Hollow is a dangerous part of North Westfield Street Safety Issue: At night, the long driveway and vacant parking lot will create additional concerns regarding personal safety and potential vandalism by those who wish to use this secluded area to party_ Safety Issue: In the event of a fire, the surrounding homes will be affected. Use of Property: Churches are a part of the American way of life and freedom of religion is protected by our Constitution. However, the placement of this type of facility, in this remote location that is within a quiet& peaceful residential neighborhood of single-family homes, is not appropriate. If this plan is approved, we request that the appropriate visual & sound barriers, be erected to maintain the current level of privacy for the adjacent homes. These barriers should be placed along all of the property boundaries with homes. Respectfully Submitted: Q!\c-1-.1k 1�', . ate Tip • t�;��+ , 44 Parkedge Drive Feeding Hills Q� W C 6-egj*w R14A&4�e- D4',�g p zee 22� Gl� Y November 12, 2004 To Whom It May Concern: In referance to the Building Plan to construct a Church on land located between Marlene Drive, Parkedge Drive and North Westfield Street, I do have concerns about this. 1. I live at 33 Parkedge Drive and the reason we bought our house there years ago was it was quiet, residential area, and had an adequate amount of privacy. 2. If we wanted to live next to a Church we would have bought a house next to a Church. 3. The traffic on North Westfield Street is heavy enough, making it difficult to get in and out of Parkedge Drive at the present time, Adding to this existing traffic would make the problem even more difficult. 4. I am not in favor of this project and never will be. Sincerely yours, 9�O� -)X h2e,qrLjl, Jean M. DeForge ' 33 Parkedge Drive Feeding Hills, Ma. 01030 t °::L'N.i�4 i • November 14, 2004 Dear Town of Agawam Planning Board, Our home is at 201 Parkedge Drive and adjacent to land under consideration for sale for proposed construction of Jehovah's Witness' Kingdom Hall and parking lot. Concerns: 1. Building would change charm and character of our single family residential neighborhood. 2. Parking and lighting would be intrusive to privacy of our backyard. 3. Grading and buffer zone would have to be addressed as land is higher and slopes toward Parkedge Drive. 4. Unattended nights could be potential loiter area. 5. Route 187 / May Hollow entrance — exit would add to already dangerous road section. We feel this site is not appropriate for this building proposal. Sincerely, Louis V. and Donna J. Scherpa 201 Parkedge Drive Feeding Hills, MA. 01030 786-2493 �: ram. 1�L o�� 9 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 yc� u Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board SUBJECT: Site Plan - W.S. Congregation of Jehovah's Witnesses -North Westfield St. DATE: October 25, 2004 Please review and comment on the attached Site Plan for the West Springfield Congregation of Jehovah's Witnesses prior to the Board's November 18, 2004 meeting. Thank you. DSD:pre AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam,MA 01001 1. Name of Business West Spri gfiald Dongregation of Jehovah's Witnesses Address P.D. Box 713, Southwick, MA 01077 Telephone (413) 746-8334� Fax 2. Name of Applicant/Owner West Springfield Congregation of Jehovah's Witnesses Address P.O. Box 713, Southwick, MA 01077 Telephone [al3) vaF-R3na _ _ _ . Fax 3. Name of Engineer/Architect Ecotec Environmental Associates, Inc. Address 180 Denslow Road - P.O. Box 188 East Longmeadow, MA 01028 Telephone (413)_525-6703 Fax (413) 525-3582 4. Please give a brief description of the proposed project: The West Springfield Congregation of Jehovah's Witnesses is proposing to construct a 5200 square foot worship center to be located at 989 North Westfield Street. The worship center will be located to the rear of a 4.39 acre parcel of land which is currently vacant. The site will be accessed from a single driveway on North Westfield Street approximately five hundred feet in length. The site will provide 94 parking spaces on the site. All utilities will enter the site from North Westfield Street. rn 1 > �� { Revised 8/14/03 N � � r to 04 cos �_ � CoC� Y—lo II LOG � � ��`-f 06 BOX lD II DOCUMENTIt PAGE# i L L a J :6 989 North Westfileld Street • • Feeding Hills , Massachusetts Preparedor *• West Springfield Congregation of Jehovah's Witnesses Date : October, 2004 Locus CON'44i( / wf S►F 4. F4L �fi y f J, 3, ' 1f l D jo-�-�J 1 7040 RL- Y ""`.:......_ - 1 H E RO 11 r gLUE9Ekc•�l //�K L�) ee ndex � ,R� , ,4 �'7�f - ..� V\� I+ I C� .�,.N."4� + 1 �J SSF// wST nrUnrGFra � � �r�r•SF�}'�y� ..wE 1�ELlY P�- qr DR�•�fJs Or 5 0.9 HILL �.��t /OC , �p�s� -nIAIA;r Sty, E MiaMly�l C. US �SlfR�\ `n ¢I� _�•f�i�l��i _. -S IEI( lY fit_ 5AXON o Title Sheet �I��•� -d- J �� PAUL L1r E� 77 �`° PROVIN �� �� p1 � � o� M 4 K . -- - Fy(� r—'�c -{�- -� ( � 1-1 EUSf �fML7TOP 2 _ Wes E u �� I - r Existing Topography ZEPHYR ARDRD 3 Layout Plan t�7 or - ---- Sp. -�r.� I `CYN1��{ '_x- -71f0YIN YOUNTAkf � �'-, �tt�►P�,i 9 .R�L1M SUMMIT DR Pf ;, �� DR ?Pf rl • i 4 Grading & Utilities Plan �ri 1VArr r �� Pre ared B C:7p iaionsSpecf ` INs `o�J`5 ROBINSON STATE PARK Floor Plan & Elevations 014 T1 -- -- ------ -- 7 rfOX-f��`A CAJ?01 d•� ROBINSON -RD I STATE PARK I r ; '•��� NEW- Q S �If/yC D ! o rvRA I r� OD WHORL1, A` NOR ffl _ ..' 5) 1_�� p J_^` H a I x GhwWA00k It _ .. _ S ?`J'F� tp `;- h �fsSIC + or: M-0 Al ZL ' VIIY1! i r4E.F AV !,!L Ff `.CAM A4-, Sr i - 4��1�rly(kr�\.-•./"Qa SIN + �y LISWELL \ Sf. `'� F! •' $ �� [� �/ t+ SO V 1 CIW�Vft HILL r ;F J o 7 "fir �� p �a��4 $LACK MI � .`• " aFl CGG .'�'t�.i�I�IMBIA -JR�� Po- ,t./ �-„ �AfT/ry0� B( � t ;�7 (` SU�iK - f TONY y �0 ���f s fM ¢a,KCFroNr,' ` c f�syy G� ��.1 2 2 z� * NID. 12035 5 `� No.12026 IL / C V L RO �fyH4M;f kl ,.UR--,eS i� ""'$,'✓��"fF_ n1 9 ,t 3 44 AG4W4A4 CD AY yn_l10:IOr ���a' �r-� C 1LINT"H� cl- C/+V �IPSI -� � �— &11 E'1�` �'' i+y��ik•1.-� \ m 4E r souTKrfcr o i G ECOTEC ENVIRON ENTAL A�S SO�CI TES IN�C�.57 LIZ1Y urwiL K_ c � _-- 180 DENSLOW ROAD P.O. BOX 188 EAST LONGMEADOW, MA 01028 PHONE (413) 525-6703 FAX (413) 525-3582 226 LOW PO NT_EL_EV - 215.80 100.00, vc LOW PCWT STA = 3+64.87 HIGH POI T EL LEY = i 219. 13 PIS STA = J42.09 cq _H1jl -POINT_STA +.95.2.5 224 224�----T­ -fv-�ap, 2 . -Ts- PV1 StA = 1+90,.70 150.00' VC PV1 EtEV = 21-4.81 J 4.5b A. -5-50 NO H 222 V 222 18. 18 rQ I STREET PROP.S.M.N. RIM: 219-35 -Nor, 1220 220 + .: 211.65 cu i � fry I � � � i 1` ; i I Q0 + Qrj 218 218H. ------ _z PROP-'s- +2.00% fn > z STA. 1+77,WL. + RIM: 218.9 C) EDGE OF -21 .0 P WMENT 216 --------- ------- -INV.- 216 ccA. E 213.7± Al 2141-- CL.6 W 4 PROP. 212 212 STA.0�90, 2' L. RIM: 214.05 INV., 21b.00 171 - 6'FP.V. .90.30% 210 208- 208 49 00 00 00 OD In 0 111) rl 0 I'l 00 C14 (AD "Nt cr) lqt 0) It (M ko 03 Q) Q3 N N to % 00 % 00 c� Ill .00 0 tn U) ()6 06 rl rlll� lc� �6 r-: (6,;CIIII1 (6 Oq 0! �6 rl C6 % qzs - cz�; q (zs Q; - 0 0 rl co to In Lo to rl�, r-. 106 1 C6 16 CO P_ ui "Illit -4 N1, , , , N , N r N T.- Nr-- Q: I NN 04 C14 C**4 cq cq N c1l V-4 N N 04 C%4 N cq N cq N N N CL 219 [218 0 1 P. FD. 217 - CATCH BASIN k I RIM, 216.05 INV: 212.55 W1,1 II W 0 will NIF 19.5 219. zil W NORMAND S. BERGERON 13K. 5435 PG. 416 1()0. WES-rERN M I NOTES: (:�CofOPANY 1.) FOR TITLE INTEREST TO THE PARCELS SEE HAMPOEN 1?�H-T OF " COUNTY REGISTRY OF DEEDS BOOK 1973, PAGE 484 U:I:l QcjjI cn AND BOOK 2204 PAGE 560. \r�K, FD.Z ? 2.) TOTAL PARCEL CONTAINS 191,096 S.f. OR 4.3870 Ac. 19 4b- III K") Tl z LOJI J.) PARCEL IS ZONED RESIDENCE A-2. cm 4.) UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA, AND ARE APPROXIMATE. PARCEL2 5 NIF ACTUAL LOCATIONS SHOULD BE VERIFIED WITH THE . . . . . . . . . . . .F 191 ,096 s.f. . . . . . . . . JOANNE M. COLLINS . . . . . .. 218.5 APPROPRIATE UTILITY COMPANY AND A41NICIPAL 4.3870 Ac. . . . . . . . . . BK. 13061 PG. 167 18.35 DEPARTMENT PRIOR TO CONSTRUCTION. 1`1 PRO OSED 4 1\ .. . .K.INGDP.M HALL -" d FIN EL I. FD. . . . . . . . . . . . 0 W . . . . . . . C%l L OD .... . . . . . . . . . . . . 0 TRANSMISSION _62". *218.4 TOWER 00 Ir NIF C.B./L.G.'s . . . . . . . I ­'. ­ I RICHARD H. HANNAH V� . . . Ill o ci 0 . . . . . . WIMS: 216.5± Ill Lu Ln . . . . . . C TCH BASIN 6" IN: 212.90 IM BK. 11325 PG. 484 4 cq !M. 216.05 12" IN: 211.52 M PERT.:ERF.: 212.55 6"OUT: 211.50 s R. 6" OUT.: 213.00 fc,o 10'-6" A.D.S. 00 OP 1.0% 1 P]FID. PROP. RIM: 219.35 3 Ill CATCH BASINS 6" PVC.: 212.55 o . STA. 3+65 L.&R. SITE DEVELOPMENT PLANS RIMS: 215.56 INVS: 212.00 G4 4 GRADING & UTILITIES Coo. PARCEL 1 ` � 11 r�'' LP FD. 15,040 S.f. NEW KINGDOM HALL SITE PROP. S.M.H. j STA. 0+00,2' L. C.B./L.G.'s 989 NORTH W E S T F I E L D STREET RIM: 214.05 STA. 0+10 L.&R INV.: 210-00 RIMS: ?JA"2- t 24 6.2 4' 1 SET N 51*33'21 " E FEEDING HILLS (AGAWAM ) , MASS . _n ILP FD I.P.� FD. 0 i 79.1-- 0 3:1 MAX. SLOPES MTL- �ff 2�S 52@25�2§ W FOR II r TAPPING 6 + afOP- ELEC.S SLEEVE WEST SPRINGFIELD CONGREGATION 00 A X li OF JEHOVAH 'S WITNESSES 0 S 51 T ECCTEC ENVIRONMENTAL ASSOCIATES INC. V-C 0 0.30%0 C14 ;0 rl CIVIL ENGINEERING 0 [-AND SURVEYS GRAPHIC SCALE u0i I I PROP. S. 18ODenslowRoad e P.O. Box e East Longmeadow, MA01028 30 0 Is 30 60 120 PROP,G +2 o0V Cli L ft. STA. 1+7 4' L. SVC P. 413 - 525 . 6703 F. 413 - 525 3582 E. ecotec@inetmaii.att.net RIM: 218.9 INV.: 210.52 SCALE: 1" = 301 (PLAN) 1- = 3- (PROFILE) DATE: Sept., 2004 22-0 3:1 MAX. SLOPES IN FEET s / 1*33'21 " W 400.27' f I DESIGN BY: J.M. DRAWN By. J.M. CHECKED By: G.W. J 1 inch = 30 ft I P. FD. .7 1 S H E ET 4 0 F 5 SURVEY BOOK: I.P. FD. ol I )- � I; [PROJECT NUMBER-Z 04-053 NO SCALE BROOM FINISH FINISH GRADE (SLOPE 118 per ft.J PRECAST CONCRETE MANHOLE '`,\\ i/\�`�`` 12 a a Q `/\ \� MIRAFI GEOTEXTILE 9 FEET OR LESS IN DEPTH �%\ // FABRIC SURROUND a - a . d 4- 4" PORTLAND CEMENT CONCRETE W/ ONE STANDARD MANHOLE \/ \/\ 4 FRAME- & COVER — SEE MASS. \\ /\ 6" LA )ER OF 6X6 #8 D.P.W. STANDARDS: 202.6.0Irl fir,I ri WWM MATS 24' +/- r• 2D2.a.o /\\ / — 6" ADS TOP COURSE _. . - (6- AT DRIVfWA KS) DIAMETER ��\ \� PERF. PIPE W./ IS' - 24' 6" MIN, BRICKS MAY BE USED �// 12" min. �// SOCK SURROUND CON)G4L SECTION FRAMERro GRADE ADJUSTMENTS. MENTS. 8" BANK RUN GRA VFE SEE JOINT DETAILS FULL BED OF MORTAR. j/\ \ _ (MA D.P. W STANDARD) /\ // 3/4" TO 1-1/2" BINDER COURSE/ /\\ 3 min. \/ WASHED STONE s' MIN. MORTAR ALL JOINTS \�/j�/!�//\///�\//%// //i _ - _ - - - - .-• - - COMPACTED TO 959' �\ OPTIMAL DENSITY HEIGHT OF RISER MIN. 0.12 S0. IN. STEEL BITUMINOUS BERM SECTIONS VARY �" +,_ ," PER VERTICAL Er. PLACED LEACHING TRENCH FROM T' TO 4' ACCORDING TO AIISHTO DESIGNATION NO SCALE (CAPE COD BERM) REINFORCED CONCRETE WALK 81-6' 5" MIN. r— 'I 'AR AROUND NO SCALE NO SCALE (STANDARD DEPTH 40 FDR PIPES 18" IN 2' CLf DIA, AND OVER, I" COVER 30' MAX. DIAMETER PIPE OUTSIDE OF { PIPE + 2' BRICK CHIPS do MORTAR OR / STANOARO CA" 94SW CLEARANCE CEMENT CONCRETE CLASS W. PAVEMENT `� FRAME& GRATE (4 FLANGE) IF HAND MIXED SEE STANDARD (2 COURSES) -„ SPECIFICATIONS STANDARD CASTING CONCRETE COLLAR (ADJUST TO FINAL GRADE) FOLD FILTER FABRIC OVER PROVIDE V OPENINGS INVERTED ARCH WITH (POUR IN PLACE) BRICKS ANY BE USED FOR TOP TO ENVELOPE STONE BRICKS LAID ON EDGE GRADE ADJUS7YEN15- PIPE OPENINGS TO BE MIN. 2 COURSES - MO. 72" PRECAST IN RISER SECTIONS MORTAR BED FINISH GRADE SLOPE VARIN IES REMOVE COVER Am "% HOOD TOP 6" TO BE - - .-•-- - - .•.- 4' OUTLET PIPE q 6" 9 ;4. PFASTONF .- 1 D 776', 5" MIN. ❑ ❑I" CLEAR i STEEL E NFDRCEMEM �n 0 Q Q ❑ ❑ PRECAST UNIT 5" WIN. � ° Q OUTLET SIZE Q ❑ ❑ � AS SPECIFIED _PROVIDE V OPENING FILTER FABRIC ° Q ❑ 11 BAR (GEOTEXTILE) ❑ Q Q ❑ ❑ J. MIN. MORTAR ALL + 2 _ 4' JOINTS ❑6'-6.Q Q ❑ ❑ r7' MIN. a d I-I/2' MIN. �UMp� ° � STANDARD 6'-6" DIA. ° PERFORATED --T-r/2" MIN. PRECAST BASE s• MIN. ° �4' MIN. SUMP LEACHING CHAMBER ❑ q 2' MIN. 3/4" -- 1-1/2" ❑ Q (PRECAST) ° 3" MIN. +-D- WASHED STONE ❑ Q Q Q r ❑ a I • T ❑ Q Q Q Q ❑ p 6'-6M 4' a r 5' MIN. T" CLEAR r CAST IN PLACE STANDARD PRECAST CONCRETE o a JOINT DETAILS BASE DETAILS ' BASE CATCH BASIN ao �' MIN. a�4 DAB doa NO SCALE �� a�j` . WRAP LEACHING STRUCTURE WITH FILTER FABRIC LINE EXCAVATED HOLE WITH FILTER FABRIC PRIOR TO PLACEMENT OF WASHED STONE PRIOR TO PLACEMENT OF WASHED STONE STANDARD LEACHING BASIN DETAIL NO SCALE WOW e � . . 4 SITE DEVELOPMENT PLANS 9. SPECIFICATIONS NEW KINGDOM HALL SITE WATERMAIN THRUST BLOCK DETAIL 989 NORTH WESTFIELD STREET NO SCALE FEEDING HILLS (AGAWAM ) , MASS . FOR WEST SPRINGFIELD CONGREGATION OF JEHOVAH ' S WITNESSES ECOTEc ENVIRONMENTAL ASSOCIATES, INC. CIVIL ENGINEERING LAND SURVEYS 180 Denslow Road P.O. Box 188 East Longmeadow, MA 01028 P. 413 - 525 - 6703 F. 413 - 525 - 3582 E. ecotec@inetmail.att.net SCALE: AS NOTED DATE: Sept., 2004 SHEET � � DESIGN BY: DRAWN BY: .�.M. CHECKED BY: G.W. 5 O ■ SURVEY BOOK: PROJECT NUMBER: 04-053 2406 drawing scale 1/8" = 1'-0" 11 x 17 drawing scale . 1/16" — F-0" COPYRIGHT 2004 JEFFREY A.HATCHER C 2004 ALL RIGHTS RESERVED. loll-011 Any reproduction, poGsession, or a to C this draining or any part the°reoF .u,t'nout the written permission of the ARCHITECT indicated oboie ;s p�o�ibite i. Violators will be to the Flll extent of the lain. architect: _ oaoo JAH ARCHITECT 6 JESSE DRIVE -- - � _- --- -- - PORTSMOUTH, RI 02871 L_Jr 401 6822201 0 0 0 0 0 BABYfU I I 1' certifican� CARS WOMEN ME WORKSHOP # 12 2 " � ���� d ■ PR{�V.CcICE. A AUUIroRIu1'1r h: � .s o - JOF HALL � Z. GViT too4. Odrawn by JAH LL checked by JAH 'a , � Q 4 MFCHAN ICAL Q , � L.OS�1' 0. revisions LLI 170 SEATS : AN OFFICE COATS WORKS-{OP #I a AREA ENTR1 � E 1 project: KINGDOM HALL of JEHOVAH' S . o __ WITNESSES GENERAL NOTES; I. WINDOWS SHALL 8E #3552 WHITE NARROWLINE GRAPHIC SCALE DOUBLE HUNG WOOD WINDOW w/ EXTERIOR VINYL WEST VENEER AS MANUFACTURED BY DER50 WINDOW 51 15 25 FEET SPRINGFIELD or APPROVED EQUAL. GLAZING= HIGH—PERFORMANCE SUN GLAZING INSULATED GLASS w/ DIVIDER GRILLE INSIDE GLAZING. � l 10, SCALE: ZI8"=1'-0" CONGREGATION PREFIN15NED ATTIC ROOF RIDGE LOUVER VENT ;, ROOF RIDGE 24'-31, �/_ PREFINSHED METAL m.v.._._. -..M. -........._ V__ HVAGINUOUs RIDGE VENTS SPRINGFIELD, LOUVER AIR INTAKE f2 CONTINUOUS RIDGE VENTS LOUVER b PREFINISHED METAL INGLE ROOF .- _ .. � INGLE F n EXHAUST LOUVER CANOPY RIDGE FASCIA RAKE .TRIM ED METAL LOUVER MASSACHUSETTS ■ 18 0 +/ _. APED 2 8 ACROSS 'WMIZONTAL DI N tatus: REFINISHED CLAD z _ SNOW _ - GUTTER '�ASCtAEEAVE TRIM .- FRIEZE _. . :. ... ... . . ... .... .::. ...-;.. -. _ . DASHED FRIEZE TRIM :: .._ . . PREFIIINISNED W NIDOW draw�ng s FRIEZE TRIM � PLANNING SOLDIER COURS__ SHUTTERS (SHOWN DASHED) 1O REVIEW T.O. WALL PLATE T.O. WALL PLATE --- —_,— __ — issued on :1. c>. ICOIGN __� . >, `:" -' 8R GK 10 AUGUST 2004 ® _ _�� _ _ ,_ ._ _ -__ _ -� r: � � Gus t� it � _. PORTICO DRIVE THRU _ .. _ � sheet contents: T.O. 5 _ _ . RICK ROWLOCK COURSE LAB i"IC.I I"ICJ _ M _: 1`'#GJ FLR '.LINE _._ - - - Oa_Oa FLOOR PLAN RICK VENEER BRICK COIGN ILI Z & ELEVATIONS Mai _ . w u�i _FOUNDATION }- N N N z z =o�� z project # 0404 MA 4� 3 drawing #� Z042 n LEFT ELEVATION 2 FRONT ELEVATION p 04 1/811 11_O 1, 04 !/8" *� 1� 0" sheet of 0 7jF NIF LP. FD t 11 D EA NA M. CA SA MEN TO 218.19 N C `"� �1 14 N/F BK. 13565 PG. 131 218-38 18 J�`15' " r L MICHAEL A. SUSKA 442, ' j 21 1 1 BK. 6463 PG. 172 1 1 ' .01 • 218.39 218.08 — � ■ 218.39 J 1 I-P, SET • 218.66 Al l J ' � f = 218.42 \ ! P FD, ' 218.51 ; 218.81 I I � • 218.5fi Z■ 218.64 r I I _ J 0 N/F M ! \ II I I NORMAND S. BERGERON 3 ■ 218.37 J ., I I BK. 5435 PG. 416 100, [ ELECT A 'i \ / Rd� 218.4s C0t4P I H'T OF WA Y Y rn Y ! / � \ pe) I ` T.P. \ m lb i N/F Z I �\ Cn JOSEPH P. MCDYER �\ FD. BK. 5226 PG. 309 1 �\ \� N 1 PARCEL 2 91 ,096 S.f. I �\ N F \ JOANNE M. COLLINS " 1 4.3870 Ac. BK. 13061 PG. 167 Cn T.P. , � � � E l to \ , � (A o TRANSMISSION 1 TOWER l 0 1 N/F 1 I f I RICHARD H. HANNAH Ln `P BK. 11325 PG. 484 I LOUIS V. SHERPA JR. BK. 5 623 PG. 405 NO TES: 1.) FOR TITLE INTEREST TO THE PARCELS SEE HAMPDEN f I FP. , 1 / [y , a' , COUNTY REGISTRY OF DEEDS BOOK ????? PAGE ???. 2. TOTAL PARCEL CONTAINS 191,096 s.f. OR 4.3870 Ac. 3.) PARCEL IS ZONED RESIDENCE A-2. .` J ' ! 4.) EXISTING TOPOGRAPHY 1S COMPILED FROM A PLAN PREPARED im PARCEL 1 J; BY ANDERSON ASSOCIATES ENTITLED PLAN OF PROPERTY 15,040 S.f. �; f,J J ` � IN FEEDING HILLS, MA PREPARED FOR ERNIE SCHAEDLIC LP. FIB. t C 991 NORTH WESTFIELD STREET, FEEDING HILLS, MA; SCALE.- 1 " = 40' DATED DECEMBER, 2003. Z 6.24' ! \� I I I // I.P. SETJ N 51'33'21 " E _ — ' T I.P. FD \ S 92-25'29„ W l.P. FD. 1 ! / — .€I. 9ET N/F RICHARD N. CLARK r.P. K 3705 PG. 171 � � M a f 1 I � o II 1 _ NLc(, N/F — to FRA NK R. MA L EK BK. 9571 PG. 438 z I I S 1'33 21 " W `\ 400.27' J.i I.P. FD I ! \ I I,1 : YI1I I �, _ I 1 \ f � /1� I ' ! NIF 1 / � r GERALD M. FEDORA ROMAN K_AZIMIERCZAK , I SITE DEVELOPMENT PLANS BK. 11263 PG. 135 BK. 1 r287 PG. 517 t 1 � I 4, I. �'!I r r ¢ ; II ; IL. 11 7 / jI �� EXISTING TOPOGRAPHY I [ IT NEW KINGDOM HALL SITE c ( 989 NORTH WESTFIELD STREET I'0! FEEDING HILLS (AGAWAM1 , MASS . l i Eire ili I I� 1 FOR f WEST SPRINGFIELD CONGREGATION i 'i II r i OF JEHOVAH 'S WITNESSES ��Ir rr ECOTEc ENVIRONMENTAL ASSOCIATES INC. GRAPHIC SCALE I III CIVIL ENGINEERING • LAND SURVEYS I 180 Denslow Road • P.O. Box 188 • East Longmeadow, MA 01028 15 30 so 1� P. 413 • 525 • 6703 F. 413 . 525 - 3582 E. ecotec@inetmail.att.net SCALE: 1" = 30' DATE: Sept., 2004 { IN FEET ) I inch — 30 i�. SHEET Z OF 5 DESIGN BY: J.M. DRAWN BY: J.M. CHECKED BY: G.W. SURVEY BOOK: PROJECT NUMBER: 04-053 NIF Q I P. FD. DEANA M. CASAMENTO N 57' 118"-- NIF BK. 13565 PG. 131 .0e 15 E MICHAEL A. SUSKA 442.2 V BK. 6463 PG. 172 100, I.P. SET 100, I.P. FD. � 'q R=3' v R=39 Z L=5.2' L=4.9' t NIF M . 24' NORMAND S. BERGERON ' *17' R=3 L=4.9' 13K. 5435 PG. 416 100, d. ' R=3 R-5 15 t'/FS-rERN M... - t P01 L=5.2' L= .9' 1 EcF?ic co Alp OF W,4 y ANY M 99 9, R=3' 9' 8' 4'� 8' 12' cn NIF z +L=5.2' IT. CONC. 91 I.P. FD- JOSEPH P. MCDYER R=51 RM �j L=7.2'. "n BK. 5226 PG. 309 CONC. M WALK PARCEI- 2 . .. . 4b 4W .. .. . . . NIF 191 ,096 s.f. JOA NNE M. COLLINS ------ -- ------- ---- - - -- -- R=40' ITJ 4.3870 AC. ...... ... 20.3' BK. 13061 PG. 167 cn PROPOSED R=25' .w"KINGDOM HALL L=12.7 - - ---- - - - -- -- -- - i M 5 i i5 1 15- 51 24' '3YP) 20' 24' 20'. 5,151 s.f.- -- -1 --- ' I I M I.P. FD. - -- -- -- -- ----- ---- -------- --- c� 00 . CA . .. .. . . Ile) -- - - - -... . ... . ... .... .. . . 0 TRANSMISSION -- ---- -;0 TOWER 00 --- -- -- -- -- %----- NSF - ---- -- --- - c; RICHARD H. HANNAH - ------ -98.11 ---- N BK. 11325 PG. 484 NIF R=5' M LOUIS V. SHERPA JR. L=7.9' R=2.5' 22 co R=3' R-51 L=7.9' BK. 5623 PG. 405 W; 17' NOTES: (TYP.) L=4.7' L=7. 00 ;0 I.P. FD, R=10' "i - - - - - 77 7 1.) FOR TITLE INTEREST TO THE PARCELS SEE HAMPDEN L=12.4' ch R=30' R=10' COUNTY REGISTRY OF DEEDS BOOK ????'?, PAGE ??Z L=37.1 L=19.1' 2.) TOTAL PARCEL CONTAINS 191,096 s.f. OR 4.3870 Ac. R=20' L=24.7 Zo 157' 99.8 J.) PARCEL IS ZONED RESIDENCE A-2. PARCEL .P FD. 15,040 s.f. l 'bz29s�3rf`� '�s �:T W 00 7--BIT. CONC. 246.24' BERM SET N 51"33'21 " E I.P. FD- I.P. FD- I P 4T cl S 52025'29" W 200.00' NIF + cNv R=20' RICHARD N. CLARK QCA I L=30.6' BK. 3705 PG. 171 L 4,8-2 t7- 00 143.81 2.3 6' 1+00 S 04'-12 FR? 51033'21 W --1 0.6-0-, � i - I 0 C14 - - i 150.91, 16 PCON ui NIF ;0 L=56.61 140.9' [ ' 0 0 (.n FRANK R. MALEK PO = A=209 ' BK. 9571 PG. 438 z L=32.5 s 51*33'21 W 400 27" j P #.P.;SET CD i.P. FD. l.P. FD Nile NIF GERALD M. FEDORA ROMAN KAZIMIERCZAK SITE DEVELOPMENT PLANS BK. 11263 PG. 135 BK. 11287 PG. 517 PROPOSED SITE LAYOUT NEW KINGDOM HALL SITE 989 NORTH WESTFIELD STREET FEEDING HILLS (AGAWAM ) , MASS . FOR WEST SPRINGFIELD CONGREGATION OF JEHOVAH"S WITNESSES ECOTEC ENVIRONMENTAL ASSOCIATES, INC. CIVIL ENGINEERING LANDSURVEYS GRAPHIC SCALE 180 Denslow Road 9 P.O. Box 188 • East Longmeadow, MA 01028 30 0 15 30 so 120 P. 413 . 525 . 6703 F. 413 - 525 - 3582 E. ecotec@inetmaii.att.net SCALE: V = 30' DATE: Sept., 2004 IN FEET DESIGN BY: J.M. DRAwN BY: J.M. CHECKED BY: G.W. 1 inch = 30 ft SHEET 3 O F 5 SURVEY 800C- PROJECT NUMBER: 04-053 NO SCALE BROOM FINISH PRECAST CONCRETE MANHOLE �� FINISH GRADE (SLOPE I/8" per ft.� `/\ \, MIRAFI GEOTEXTILE d v 9 FEET OR LESS IN DEPTH i� /i FABRIC SURROUND v 4" PORTCAND CEMENT /\\ 2" // ' 4 = e ° d CONCRETE W/ ONE STANDARD MANHOLE \/\ \�\ d FRAME do COVER - SEE MASS. /\ /\ �� LA YER OF 6x6 #8 D.P.W. STANDARDS: 202.6.0 / /• 6 WWM MA TS } 24' +/- 202.8.0 y/i // 6" ADS TOP COURSE (6" A T DRI AEWA KS) DAMFTER \\\ \� PERF. PIPE W./ Jllij 18" - 24' 8" MIN. BRICKS MAY BE USED �// 12" min. �// SOCK SURROUND CONICAL SECTfON FOR GRADE ADJUSTMENTS- FRAME TO BE SET fN //\\ 8" BANK RUN GRA VEL SEE JOINT DETAILS FULL BED OF MORTAR. f (MA D.P. W. STANDARD) 3/4" TO 1-1/2" BINDER COURSE WASHED STONE f s• MIN. MORTAR ALL JOfNTS /��//j COMPACTED TO 95Z OPTIMAL DENSITY HEIGHT OF RISER MIN. 0.12 SQ. IN. STEEL BITUMINOUS BERM SECTIONS VARY 48" + _ 1- PER VERTICAL FT. PLACED LEACHING TRENCH e4FROM 1' TO 4' ACCORDING TO AASHTO DESIGNATION NO SCALE (CAPE COD BERM) REINFORCED CONCRETE WALK a'-6" 5" MIN_ 1- BAR AROUND NO SCALE N O S C A L E (STANDARD DEPTH) OPENINGS FOR PIPES 18" IN 2" CLfA DIA. AND OVER, 1• COVER -11 30• MAX. DIAMETER PIPE OUTSIDE OF PIPE A 2• "RICK CHIPS & MORTAR OR / STANaW CATCH 3%SW CLEARANCE CEMENT CONCRETE CLASS 'A'.. PAVEMENT y '_; FRMF& GRATE (4 FLAW;E) - IF HAND MIXED SEE STANDARD (2 COURSES) ,::�; SPECIFfCAT10NS STANDARD CASTING CONCRETE COLLAR (ADJUST TO FINAL GRADE) FOLD FILTER FABRIC OVER PROVIDE V OPENINGS INVERTED ARCH WITH (POUR IN PLACE) 9RICKS MAY r# USED FOR TOP To ENVELOPE STONE PIPE OPENINGS TO BE�—1 BRICKS LAID ON EDGE CPAUN. 2�ll�YAX f2• PRECAST IN RISFR SECTIONS MORTAR BED FINISH GRADE SLOPE VARIES REMOVE COVER �. "TOP 6 TO $£ HOOD 6" 4 PEASTONE :4 2' — 4' � OUTLET PIPE D - 4 4 s' MrN. ❑ n o o © o ❑ a::: a oad 1' CLEAR TEEnL�FORCEMENT apa ❑ c� � c� a o ❑ ❑ d� PRECAST UNIT ° OUTLET SIZE ° s• MIN. y ❑ i� o ❑ ❑ AS SPECIFIED `PROVIAE 'b" OPENfNG FILTER FABRIC-\ ❑ ElO { ;yr "AR (GEOTEXTILE) ❑ r7 o ❑ ❑ 3" MIN. MORTAR ALL 4' IOINTS ❑6'-6"= o ❑ ❑ a. s• MIN. 48" MIN. a ❑ � ❑ SUMP STANDARD 6'-6" DLA. PERFORATED —1-1/2" WIN PRECAST BASE s• AffN. ❑ 4' MIN. SUMP LEACHING CHAMBER ❑ (PRECAST) ❑ 2' MIN. 3/4" - r-r12" ❑ =1 4.-q. WASHED STONE ❑ o 0 0 0 ❑ ❑ 3" MIN. 6 4' 6'-6" 5• MIN. 1" CLEAR I . ., - ' p i �• } CAST IN PLACE STANDARD PRECAST CONCRETE o a BASE CATCH BASIN JOINT DETAILS BASE DETAILS a Dpp� 4 Aaa4 NO SCALE 4.A4V6 WRAP LEACHING STRUCTURE WITH FILTER FABRIC LINE EXCAVATED HOLE WITH FILTER FABRIC PRIOR TO PLACEMENT OF WASHED STONE PRIOR TO PLACEMENT OF WASHED STONE STANDARD LEACHING BASIN DETAIL NO SCALE � Y i Ilk SITE DEVELOPMENT PLANS SPECIFICATIONS NEW KINGDOM HALL SITE WATERMAIN THRUST BLOCK DETAIL 989 NORTH WESTFIELD STREET NO SCALE FEEDING HILLS (AGAWAM ) , MASS . FOR WEST SPRINGFIELD CONGREGATION OF JEHOVAH 'S WITNESSES ECOTEc ENVIRONMENTAL ASSOCIATES, INC. CIVIL ENGINEERING • LAND SURVEYS 180 Denslow Road • P.O. Box 188 • East Longmeadow, MA 01028 P. 413 - 525 • 6703 F. 413 - 525 - 3582 E. ecotec@inetmail.att.net SCALE: AS NOTED DATE: Sept., 2004 DESIGN BY: DRAWN BY: J.M. CHECKED BY: G.W. SHEET 5 OF 5 SURVEY 8OOK: PROJECT NUMBER: 04-053 24x3 6 drawing scale 1/8" = 1 '-0" 11 x 17 drawing scale 1/16" 1 '-0" COPYRIGHT 2004 JEFFREY A. HATCHER C 2004 ' ALL RIGHTS RESERVED. 101'-01, Any reproduction, possession, cr u:>e o+ this drawing or any part therecF without the uuritten permission of the ARCHITECT indicated above is r;rohibit.ar_i. Violators will be prosecuted to tine { u!I extent of the loin. architect: 0 0 O JAH 0 ARCHITECT ._ __ _ _ 6 JESSE DRIVE --� Lk PORTSMOUTH, RI 02871 O \ O \ ® 401 b82 2201 A U I1_I CAR certifca�. : f, WOM N MEN WIR s, t- A-y J A AU D I TOR I U I"i 0cARE HAL� Z G V i T Lc�o drawn by JAH LLJ L.L checked by JAH � � O I MECHANICAL LosBY 0. 7 revisions : 170 SEATS do AMP OFFICE COATS: WORK5HOP #1 aARE ENTRY i . i �; 0 ❑° project: ` KINGDOM HALL { \ z I of i JEHOVAH' S WITNESSES GENERAL NOTES: I. WINDOWS SHALL BE ##M 2 WHITE NARROWLINE GRAPHIC SCALE DOUBLE HUNG WOOD WINDOW wl EXTERIOR VINYL WEST VENEER AS MANUFACTURED BY ANDERSON WINDOW ' or APPROVED EQUAL.. 5 FEET SPRINGFIELD 0 5 15 2 GLAZING: HIGH-PERFORMANCE 5UN GLAZING INSULATED GLASS w/ DIVIDER GRILLE INSIDE GLAZING. � I SCALE: 118"-1'-0" CONGREGATION PREFINISHED ATTIC ROOF' R I DGE LOUVER VENT ROOF RIDGE 24'-3" +/- PREFIN15HED METAL i_-..fl....__ HVAC AIR INTAKE INUOUS RIDGE VENTS LOUVER \ 12 .CONTINUOUS RIDGE VENTS "�� SPRINGFELD, �6 f �—SHINGLE ROOF I I NGLE ROOF PREFINISHED METAL � - __ .. . . EXHAUST LOUVER :, CANOPY. RIDGE FASCIA RAKE TRIM_;.�- .. PREFINISHED METAL LOUVER 77MASSACHUSETTS ' _ APED 2 e AGRO55 i n _ HORIZONTAL 5IDING SHINGLE ROOFREFINISHED CLAD z N e DOUBLE HUNG WINDOW d-aw> g status GUTTER SHOW FASCIA- EAVE TRIM DASHED =. - FRIEZE TRIM w. .. :-_;-�- PREFINISHED WINDOW a G FRIEZE TRIM -- .._..: _._...___ ...... ..._ .�_.�.:._.- ..._.. SOLDIER COURSE SHUTTERS (SHOWN DASI-IED} PLANNING T.O. WALL PLATE � T.O. TTEt�T O. WALL PLATE V 1 V Y n 1 M MC.! issued on .9 :. BRICK GOIGN � 10 AUGUST 2004 - - o _ D 1C0 DRIVE THRU PORE - •�1 ,. ontent h t : . : . m RICK ROWLOCK COURSE T.O. 5LAB FLR LINE 1. _. :: _ MGJ - o _Q s RICK VENEER FLOOR PLAN BRICK COIGN & ELEVATIONS 3. . FOUNDATION 2LULU z z z project # 0404 MA a Q� 3 drawing # Z042 r, El _7! LEFT ELEVATION 2 FRONT ELEVATION 0 04 1/8n 11_01 04 Sheet of 0 s 11A . h W Id 'S 989 Nort e s tfil e treet • • Feeding Hills Massachusetts Prepared For .* West Springfield Congregation of Jehovah's Witnesses Date : � � C Y October 2004 Locus Ice �9ti Rpm !� aR�L wCSrFrEID Rp `'` r 1' y �+ HO187 PINSOh' �` s� �y ; Ii7I I� I�N L1; ReeIndex 1 _o r T n �., FL kt MUNGER LY �aI i' i ( , F _ t�fT -� �H1L1 roJ�Ct� S rS E STLV Q SFiFQ G . e(' k— �SiFs{ r"--_!]N a W..,'rl„er T�� 0* BkOWNrNG vJW SKxoH o 1 Title Sheet z PHOUIN PA°rsr s1 - ALE E►---' - - -OR 1�+�.5 �I,LQ ` o b; =EkM_I HAb' <I 2 Existing Topography p EE4fM, o ± �E' 9M � revNr` R��qJ I pp coo ♦ 9, `v`1cAfisfriA`xv °" �07 � 3 Layout Plan - ' a r�(t 1 [1R G 4 Grading & Utilities Plan ����� SE� ;��'�� Lr����°��+r°R1 +F��° EA repare I � 5 Specifications 2 ROBINSON STATLC 1 Q 6 Floor Plan & Elevations ��� '�yo1fA` // fl ; ' _ s � G�=� PAR ��'1' 0�pt0 �� 7� 4� ROBINSONOBINS1 d, srarF PARK � Q�i .,+ 4 x 1 W�/ v I .q r O ' � e ._tinHrk a xOP �-S CASA - xGIC T-� o rIA _ WOpp �e.00ERt HA1y�-. _, NORTH-—1t --�-,ST ' L, �� r' �! �`d fir'9 utAT4 j NIPAD0" IIf(DR �.._i �.``i COS' �P �Y 'c /H �CSS,WN LL T,A pf / t %..►I k � ����y ��C1.�� �'t P:efo _.. _. _- - •. - - -- ,[ YAiF 0.V. : .Sr 7k TOM C ��, ~— H: +► pc ;„ 1 v SUCK G c., �y I LISWELL N'r, Sr, -...�tFbRCHaµ av � j LLwrryERrD= IS; e � f.0 - SOVTHWI" HILL or+g ti( QJa� cx H �F aryl �ti t �AkE N H 1 ObG �STr� Sr�f "1 12026 hti B[ACKSyIrN ;s �I:EMEUA VOEHCEtON�, GpSS �V) `'�GA,.1a,kR1 'I�p-.-J[`Sr� 1 acawa u c° � ST rRr � l+ a Z04 ,°t`�� �� , �. ;; StkR11E�� Q1�T�Aes� .• c�urrrH c>Un Dn c�"S s i Su, Ki a SOUTENNECK57 ]�( c '# = z "�' — ° � ECOTEC ENVIRONMENTAL ASSOCIATES INC. vitriGE� . 180 DENSLOW ROAD P.O- BOX 188 EAST LONGMEADOW, MA 01028 PHONE (413) 525-6703 FAX (413) 525-3582 • 21s.s6 t \ I.P. FD. \ N/F 20 DEANA M. CASAMENTO --- N F BK. 13565 PG. 131 21819 2t8.38 '18" E 1 MICHAEL A. SUSKA / 442.21 ' 1 I BK, 6463 PG. 172 1 1 • 218.39 • 218.39 • 218.08 I - - - - - N • 218.66 LP, SET \ 1 I r = 218.42 \ I I } LP. FD. — / • 218.51 1 = 218.81 • 218.56 • 218.60 r f� 0 I l I I NORMAND S. BERGERON 'I 21 218.37 \ / I BK. 5435 PG. 416 J 1 I M asS . z1e.4a ELECT01rCOMPAIyY� M I \ }Z M I \ T.P. 94� SIT OF wAY N/F I \ \ \ ¢,• JOSEPH P. MCDYER Z \\ I \ \\ `\ N FD. BK. 5226 PG. 309mn PARCEL 2 191 ,096 s.f. I / / \\ \\ JOANNE M. COLLINS I 0 II vv 4.3870 AC. I / // \ BK. 13061 PG, 167 I t \ T.P. / 1 \\\ I M I t I m oTRANSMISSION L4 I t TOWER 1 0o I NIF �' t o RICHARD H. HANNAH i L'- p BK. 11325 PG. 484 N/F 11 II ,/ / I t // m i t i LOUIS V. SHERPA JR. BK. 5623 PG. 405 11 I I ,/ / I / I - - - - t I NOTES: oI I / I // LP IFD. — — — _ — r I I I 1.) FOR TITLE INTEREST TO THE PARCELS SEE HAMPDEN TV / COUNTY REGISTRY OF DEEDS BOOK ?????, PAGE ???. 2.) TOTAL PARCEL CONTAINS 191,096 s.f. OR 4.3870 Ac. \\ I I I / / �, I, I I 3.) PARCEL IS ZONED RESIDENCE A-2. \ I / / j6 I I l I_ t I 4.) EXISTING TOPOGRAPHY IS COMPILED FROM A PLAN PREPARED PARCEL 1 — BY ANDERSON ASSOCIATES ENTITLED "PLAN OF PROPERTY I.P. FD. \\ ` \ 1 I� / 15,040 s.f. �r{ �, t I \ �i IN FEEDING HILLS, MA PREPARED FOR ERNIE SCHAEDLIC 991 NORTH 40' LD STREET FEEDING ILLS, MA; DATED DECEMBER, 2003. r `I.P. FD P FD.2�46.24' �' I \\ ' 1 � I // I.P. SET ( N 51'33'21 " E � � / { � 14 d err � \ \ S 52-25'29" W / / N/F �\ - - - - _ 2fl6:90- - 1� RICHARD N. CLARK Q \ I (� l T.P BK. 3705 PG. 171 \ Mo / I 1Nui N F M ^ i I o FRANK R. MALEK I J 1af ,jII i BK. 9571 PG. 438 Z I Iy.I. I i I I 11-` 1III! I � 1 i 1 S ! 1 33 21 W \ I I ll II �: s) ' \ 400.27' 1pI I . FD. I \ I.P. FD. I N/F I \ N/F GERALD M. t UORA ROMAN KAZIMIERCZAK I I SITE DEVELOPMENT PLANS BK. 11263 PG. 135 BK. 11-287 PG. 517 1 j I f: EXISTING TOPOGRAPHY NEW KINGDOM HALL SITE ! ! 989 NORTH WESTFIELD STREET II l FEEDING HILLS AGAWAM MASS . FOR �If WEST SPRINGFIELD CONGREGATION l 11 lye I I OF JEHOVAH 'S WITNESSES ECOTEC ENVIRONMENTAL ASSOCIATES, INC. GRAPHIC SCALE I / / I i I CIVIL ENGINEERING • LAND SURVEYS 30 0 15 30 W 120 180 Denslow Road • P.O. Box 188 • East Longmeadow, MA 01028 P. 413 • 525 • 6703 F. 413 • 525 - 3582 E. ecotec@inetmail.att.net SCALE: 1" = 30' DATE. Sept., 2004 ( IN FEET ) t inch = 30 tG SHEET 2 0 F 5 DESIGN BY: J.M. DRAWN BY: J.M. CHECKED BY: G.W. SURVEY BOOKS PROJECT NUMBER: 04-053 1 N/F Q I.P. FD. DEANA M. CASAMENTO BK, 13565 PG. 131 N 57*1521 E MICHA EL A. SUSKA 442.210 8K. 6463 PG. 172 I P. SET r L.P. FD. Ile t R=3' R`3' 9b L=5.2' L-4.9' f O NIF 24' 1its R=3, NORMAND S. BERGERON 3 " - 17 , L-4.s 10 BK. 5435 PG. 416 _ 0' R=3 R=S, 15' rry L=5.2' L=7.9' 1 �RI�' GO�� � Rr(�iy� 0F t�,�y ANr 9' 9, . $. 12, R=3' 8 W r„ NIF Z L=5.2 BIT. CONC. JOSEPH P. MCDYER R=5 �, I.P. FD. `` RM n, BK. 5226 PG. 309 L=7.2 on 2' -- ' WALK PARCEL 2 j . I 2� n 191 ,096 s.f. _ - _: : - NIF . .. . ... .._. R=40' JDANNE M. COLLINS 4.3870 AC. =20.3' BK. 13061 PG. 167 PROPOSED - R-25' r I f KINGDOM HALL j L=12.7 (TYF) 5 15' S 24' 20' 20' 24' 20' (TYP.) . (TYP.) I.P. FD. — -- — — — c, r �D N . . 00 --- M o TRANSMISSION 6 — OD TOWER 00 NIF _ __ ________ _ �W .. _ j o RICHARD H. HANNAH j _ _ u' BK. 11325 PG. 484 / i LOUIS V. SHERPA JR. R=z.s' L=7.9' 15' _ _ BK. 5623 PG. 405 r n' TC 2 (TYP) °' 17' L=4.7' R=7 15' { I 1 V 0 TES: S. 00 R=10' I.P. FD. — -- — — — j L=12.4 0� 1.) FOR TITLE INTEREST TO THE PARCELS SEE HAMPDEN R=3° 1 2,, R=10' y _ COUNTY REGISTRY OF DEEDS BOOK ????? PAGE ???. R=20' 2.) TOTAL PARCEL CONTAINS 191,096 s.f. OR 4.3870 Ac. 99.8' L=24.7' /, : :_ . �� 3.) PARCEL IS ZONED RESIDENCE A-2. -:!�°° I PARCEL 1 — -- —� .- I.P. FD. 15,040 s.f. ;o '>j. ' 2r �296>3, N W r�s, � • 700 BIT. CONC. 246.24' BERM , �sET N 51'33'21 " E I.P FD. s 52�25'29" W I.P. FD. I.P. SET - 200.00, : NIF R=20' RI(�HARD N. CLARK 23 ! 3 a 8 g L=30.6' BK. 3705 PG. 171 _ oo L=48.2 143.8' G, � 2 s 1 1+00 S 51°33'21"W - '-0 o oy 12 r N :ri R=1622 N/F L=56.6' 140.91 p p Ln FRANK R. MALEK .� R_20' _ BK. 9571 PG. 438 Z �: , , L=32.5' P _ " ' > A S #51'33'21 " W 400.27' SET W n -- — I P FD. � � I.P. FD. !.P." NIF GERALD M.FFEDORA ROMAN KAZ MIERCZAK N a SITE DEVELOPMENT PLANS BK. 11263 PG. 135 BK. 11287 PG. 517 I . PROPOSED SITE LAYOUT NEW KINGDOM HALL SITE 989 NORTH WESTFIELD STREET FEEDING HILLS (AGAWAM ) , MASS . FOR WEST SPRINGFIELD CONGREGATION OF JEHOVAH S WITNESSES I ECOTEcElIVIROPIMENTALAsSOCIATES, INC. GRAPHIC SCALE 1 CIVIL ENGINEERING • LAND SURVEYS i 180 Denslow Road • P.O. Box 188 * East Longmeadow, MA 01028 so o ,s ao eo ,zo P. 413 • 525 • 6703 P. 413 • 525 • 3582 E. ecotec@inetmail.att.net SCALE: 1" = 30, DATE: Sept., 2004 ( IN FEET ) DESIGN BY: J.M. DRAWN BY: J.M. CHECKED BY: G.W. 1 inch = 30 ft SHEET 3 OF SURVEY BOOK: PROJECT NUMBER: 04-053