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8341_PRELIMINARY PLAN - CAPUA ESTATES - MILL ST. - C AND M BUILDERS AND R. G. LLC g3yl 4uo�- k A 5�• 1.L L o� Town of awam 36 Main Street Agawam, Massachusetts 01001-1837 �Ay`1 Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD W r Tr� May 20, 2005 U' o rr Carmine Capua C&M Builders and Real Estate, LLC 31 Hillcrest Circle Westfield, MA 01085 Dear Mr. Capua: At its duly called meeting held on May 19, 2005, the Agawam Planning Board approved the plan entitled "Preliminary Subdivision Plan, Agawam, Massachusetts, for: C&M Builders and Real Estate, LLC, 31 Hillcrest Circle, Westfield, MA", prepared by D.L. Bean, Inc. and dated 1=21- 2005, revised 5-19-2005 with the condition that the Engineering Department comments dated May l 9, 2005 and attached are addressed. Please submit a mylar of this plan for the Board's signatures. If you have any questions, please contact this office at 786-0400, extension 283. . Sincerely,, Travis Ward, Acting Chairman AGAWAM PLANNING BOARD TW:pre cc: Engineering Dept. D.L. Bean, Inc. Town Clerk File To wN oF 74 GA WAM FA INTER-OFFICET irk M'EM O °MA To: Planning Board CC: D.L. Bean Inc.,J.P. Stone, File From: Engineering Division Date: May 19, 2005 Subject: Preliminary Plan Review- Capua Estates - Capua Lane C&M Builders&Real Estate LLC We received the latest Preliminary PIan for Capua Estates today Thursday,May 19, 2005. We have reviewed this plan titled "Preliminary Subdivision Plan, Agawam, Massachusetts; Prepared for: C &M Builders and Real Estate, LLC,31 Hillcrest Circle, Westfield, MA; Prepared by: D.L.Bean,Inc.,40 School Street, Westfield, Massachusetts; Rev.: 5-19-2005; Scale: 1"=40'" and note the following: I. The revised alignment for the proposed intersection shows an adequate sight distance to the south for north bound Mill St. traffic. As stated previously,a sight distance easement will be required for an area of#224 Mill St. The definitive subdivision design should show the existing shrubs and trees between Lot 2 and#224 Mill St. The restrictions on structures and plantings within all sight distance easements must be approved by Engineering. 2. The projected centerlines of Tennis Road and the revised Capua Lane are 295 feet from each other at the center line of Mill St. The minimum requirement is 300 feet. The following must be addressed in 1he Definitive Plan. 3. A concern to our Dept. is the storm drainage system and detention requirements. It will be necessary to maintain at a minimum 50 foot spacing between house foundations and d-ponds. We would also like to see the designer include in the storm drainage calculations all upstream areas that will impact and drain to this site. Include existing contours for these areas. At the present most of the storm waters generated off-site which enter Capua Estates travel through underground pipes with very little impedance. The volume of these storm waters may greatly affect the required volume of the d-pond. How this will affect the proposed lots is difficult to tell at this time. A larger detention pond may further impact the required 50 foot spacing between houses and detention ponds and also require the redesigning of one or more lots. 4- e. 4. Engineering would like to have the Designer add two catch basins at station 0+15 and tie them into the proposed DMH at station 0+20. 5. We would like to see a change in the sanitary sewer system at station 1+22. The proposed design of the flow through the SMH at this location is too sharp of an angle. Engineering suggests moving the SMH at station 1+80 to station 1+58, add a SMH where the sanitary sewer easement on Lot 3 meets the ROW of Capua Lane and connect the two. This should maintain an angle of flow through these two SMH's of about 45 degrees. Leave the SMH at station 1+22 and connect it to the newly added SMH at the easement/ROW juncture. The SMH at station 1+22 can service the sanitary sewer lateral from the house on Lot 7. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions, please do not hesitate to contact our division. Sincerely, 4eor Rick Seidnitzer ne 3. ym .E. Civil Engineer I ( ngineer Sasubdivlcapua estateslmemoslpreliminary review_06.wpd -2- To wN oF AGA wAm INTER-OFFICE MEMORANDUM I!ATE To: Planning Board CC: D.L. Bean Inc.,J.P. Stone, File From: Engineering Division Date: May 19, 2005 Subject: Preliminary Plan Review- Capua Estates- Capua Lane C&M Builders& Real Estate LLC We received the latest Preliminary Plan for Capua Estates today Thursday,May 19, 2005. We have reviewed this plan titled "Preliminary Subdivision Plan, Agawam, Massachusetts; Prepared for: C & M Builders and Real Estate, LLC,31 Hillcrest Circle, Westfield, MA; Prepared by: D.L.Bean,Inc., 40 School Street, Westfield, Massachusetts; Rev.: 5-19-2005; Scale: 1"=40' " and note the following: 1. The revised alignment for the proposed intersection shows an adequate sight distance to the south for north bound Mill St. traffic. As stated previously, a sight distance easement will be required for an area of#224 Mill St. The definitive subdivision design should show the existing shrubs and trees between Lot 2 and#224 Mill St. The restrictions on structures and plantings within all sight distance easements must be approved by Engineering. 2. The projected centerlines of Tennis Road and the revised Capua Lane are 295 feet from each other at the center line of Mill St. The minimum requirement is 300 feet. e followine muste addressed in the Definitive P1 3. A concern to our Dept. is the storm drainage system and detention requirements. It will be necessary to maintain at a minimum 50 foot spacing between house foundations and d-ponds. We would also like to see the designer include in the storm drainage calculations all upstream areas that will impact and drain to this site. Include existing contours for these areas. At the present most of the storm waters generated off-site which enter Capua Estates travel through underground pipes with very little impedance. The volume of these storm waters may greatly affect the required volume of the d-pond. How this will affect the proposed lots is difficult to tell at this time. A larger detention pond may further impact the required 50 foot spacing between houses and detention ponds and also require the redesigning of one or more lots. -l- 4. Engineering would like to have the Designer add two catch basins at station 0+15 and tie them into the proposed DMH at station 0+20. 5. We would like to see a change in the sanitary sewer system at station 1+22. The proposed design of the flow through the SMH at this location is too sharp of an angle. Engineering suggests moving the SMH at station 1+80 to station 1+58, add a SMH where the sanitary sewer easement on Lot 3 meets the ROW of Capua Lane and connect the two. This should maintain an angle of flow through these two SMH's of about 45 degrees. Leave the SMH at station 1+22 and connect it to the newly added SMH at the easement/ROW juncture. The SMH at station 1+22 can service the sanitary sewer Iateral from the house on Lot 7. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions, please do not hesitate to contact our division. Sincerely, i Rick Seidnitzer N /6eor anne J. yman,V.E. Civil Engineer I ( To Engineer SAsubdivlcapua estateslmemoslpreliminary review_ob.wpd -2- C-1). L. B E I NC. -�--- LANAONS TNT 9 UL A S �1 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass, 01085 ENGINEERS May 5,2005 Dennis Hopkins,Chairman Agawam Planning Board Agawam, MA 01001 Re: Preliminary Subdivision- "Capua Eatates" For: C. &M. Builders&Real Estate,LLC Dear Board Members: On behalf of my client, I am requesting an Extension on the above referenced project until the May 19th meeting. Sincerel D.L.B c. Marc . S ute, Sr.4Presit cc: Carmen Capua MES/dlb 4135622091 D.L. BEAN INC. 042 P02 APR 01 '05 09:56 4 -- - LAND CONSULTANTS 413-562-7566 Forty School Street Fax# 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS March 31,2005 Dennis Hopkins, Chairman Agawam Planning Board 36 Mill Street Agawam,MA 01001 RE: Preliminary Subdivision "Capua Estates" For. C. & M. Builders & Real Estate, LLC Dear Board Members: On behalf of my client, I am requesting an extension on the above referenced project until the first Planning Board meeting in May- 2005. Sinc ely, D. _)ian, Inc. Marc E. Shute, Sr. V. President MESlssc TowNoFAGAwAm INTER--OFFICE ti AlEMORAND Uhl To: Planning Board CC: J.P. Stone, File From: Engineering Division Date: March 31, 2005 Subject: Preliminary Plan Review- Capua Estates - Capua Lane C&M Builders & Real Estate LLC All previous preliminary plan review comments by Engineering were addressed except that for sight distance. The following includes the original comments and the current status of this item. Siaht Distance/Interseclign Alignmen Feb. 7, 2005 Original Comment: Engineering is concerned that the proposed intersection location of Capua Lane and Mill St. does not provide adequate site distance. The bend in Mill St. and the setback of house #224 Mill St. may be a limiting factors. We ask that the Applicant submit a site distance study for this area to DPW Engineering. Propose site distance easement layouts as required. The design speed must be based on the 85`'percentile speed found at this location, not the posted speed. Feb. 17, 2005 RESPONSE: A plan showing sight distance easements within Lots 1 and 2 was submitted. A sight distance report was completed by J.S.P. Land Development analyzing the Stopping Site Distance and Intersection Site Distance for the proposed intersection. The findings are currentlyunder discussion. The location of the intersection may have to be shifted to the north from its current proposed location. This will impact the lots and the layout of the roadway. Also, a sight distance easement would be required for the front yard of 4224 Mill St. based on the current intersection location. These changes could be addressed in the definitive subdivision approval process, if so desired by the Planning Board. -1- March 17, 2005 Previous Comment: A speed study is being conducted by the developer at the appropriate location on Mill St. to determine the 85'h percentile speed for vehicles approaching the proposed intersection. The results have not yet been submitted to Engineering for review. This speed analysis will determine the required sight distance for the proposed intersection. The current layout is not appropriate when using an operational speed of 45 mph for traffic on Mill St. If the speed data indicates that the operational speed is lower than 45 mph, the sight triangle required will alter from the current analysis by Engineering. As stated previously. This may require the re-alignment of the proposed intersection. Potentially the number of lots in the subdivision may be reduced. Also, it is anticipated that as part of the definitive review, some sight distance easement will be required in front of the existing home at#224 Mill St, which is outside of the project area. March 31, 2005 -NEW COMMENTS A speed study was conducted and the previous use of the 45 MPH design speed was confirmed by that study. The developer's traffic analysis by JPS Land Development Services has expressed the opinion that the use of a 430 feet sight distance is adequate for the north bound approach on Mill St. This is the sight distance required for right turn and cross movements. In my opinion,the use of the 500 feet sight distance for left turn movements from the proposed intersection should be utilized for both north bound and south bound approach analysis for this intersection. This is the prescribed sight distance requirement shown in the AASHTO manual. The manual does not distinguish between one leg of the approach versus the other in applying this standard to the left turn movement. A revised alignment for the proposed intersection was submitted by D.L. Bean Inc. this afternoon. It is attached. In my o inion this alignment is not appropriate. A better practice for the design of the layout of intersections,particularly to major roadways such as Mill St. is to have an approximately 100 foot segment have a 90 degree angle to the major road. The new proposal shows an acute angle towards the north bound approach, which is the direction which will require sight distance easements to keep an appropriate sight distance available. Even with the revised alignment, a sight distance easement would be required for the front of#224 Mill St. with the 500 feet sight distance requirement. Grading Lots 7 and 4 show spot grades at the front and back yards of the current layout. The maximum grade allowed in grading plans is a 3:1 slope. This minimizes the chance of erosion and failure of the slope. The grade between these two spot grades is 7.25:1. This does not exceed the 3 to 1, but it is a significant slope for a lawn area. This lot's side an back yard will not be flat. -2- • Berm/Swale The proposed location of the berm and swale to protect properties on Family Lane is shown on the back f property line. Obviously,a berm and swale will beat 10 ` to 15' in width total,not a 1'to T width as this line implies. The height of the berm and depth of swale will be F to 3'difference of elevation. This will place the swale relatively close to the foundation of the house on Lot 4. We do not want to convey runoff directly to this home's foundation/basement. I wish to express my concern about the grading, slopes, and runoff conveyances which would be required in Lots 4 and 7. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions, please do not hesitate to contact our division. Sinc rely, • Georg a J. Ho an, P.E. / Ta Engineer SAsubdivlcapua estateslmemoslpreliminary review_03.wpd -3- 0 D. L. BEAN, INC. LAND RNSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS March 17, 2005 Dennis Hopkins, Chairman Agawam Planning Board 36 Mill Street Agawam, MA 01001 RE: Preliminary Subdivision - "Capua Estates" For: C. & M. Builders and Real Estate, LLC. Dear Board Members: On behalf of my client, i am requesting an extension on the above referenced project until your next scheduled meeting. Sincer D.L. e , Inc. Marc E. Shute, Sr. V. President MES/ssc r y TowNoFAGAwAm INTER-OFFICE MPy JUEMORAND UM �D To: Planning Board CC: J.P. Stone, File From: Engineering Division Date: March 17, 2005 Subject: Preliminary Plan Review- Capua Estates - Capua Lane C&M Builders& Real Estate LLC All previous preliminary plan review comments by Engineering were addressed except that for sight distance. The following includes the original comments and the current status of this item. Sight Distance Feb. 7, 2005 Original Comment: Engineering is concerned that the proposed intersection location of Capua Lane and Mill St. does not provide adequate site distance. The bend in Mill St. and the setback of house #224 Mill St. may be a limiting factors. We ask that the Applicant submit a site distance study for this area to DPW Engineering. Propose site distance easement layouts as required. The design speed must be based on the 85"percentile speed found at this location, not the posted speed. Feb. 17, 2005 RESPONSE: A plan showing sight distance easements within Lots 1 and 2 was submitted. A sight distance report was completed by J.S.P. Land Development analyzing the Stopping Site Distance and Intersection Site Distance for the proposed intersection. The findings are currently under discussion. The location of the intersection may have to be shifted to the north from its current proposed location. This will impact the lots and the layout of the roadway. Also, a sight distance easement would be required for the front yard of#224 Mill St. based on the current intersection Iocation. These changes could be addressed in the definitive subdivision approval process, if so desired by the Planning Board. -1- r 1 March 17, 2005 Current Status: A speed study is being conducted by the developer at the appropria.a location on Mill St. to determine the 85'h percentile speed for vehicles approaching the proposed inters tion. The results have not yet been submitted to Engineering for review. This speed analysis will determin�o the required sight distance for the proposed intersection. The current layout is not appropriate when u 11L;an operational speed of 45 mph for traffic on Mill St. If the speed data indicates that the operational speed is lower than 45 mph, the sight triangle required will alter from the current analysis by Engineering. As stated previously. This may require the re-alignment of the proposed intersection. Potentially the number of lots in the subdivision may be reduced. Also, it is anticipated that as part of the definitive review, some sight distance easement will be required in front of the existing home at#224 Mill S,t, which is outside of the project area. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions,please do not hesitate to contact our division. Since ly, eorg i e J. H man,P . To r Enginee SAsubdivkapua estateAmemoslpreliminary review_03.wpd -2- 4135622091 D.L. BEAN INC. g62 P02 MAR 03 '65 15-3B U. L. B E*qy INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413•-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS March 3, 2005 Dennis Hopkins,Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 RE: Preliminary Subdivision - Tapua Estates" Dear Board Memhers: On behalf of our client Carmine Capua, we are requesting a continuance on the above referenced project until the Marc} 17th meeting. Sincerely, D.L. B an, Inc. David L. Beam, President DLBlssc Town ofIgawam Of- ------------- , 36 Main Street Agawam, Massachusetts 01001-1837 ATE Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Revised Plan - Preliminary Plan - Capua Estates - Mill Street DATE: February 18, 2005 Attached for your review and comment is a revised Preliminary Plan for Capua Estates that Mr. Shute submitted at the Board's February 17`h meeting. DSD:pre TowN. oFAGAwAm INTER-OFFICE z MEMORANDUM To: Planning Board CC: D.L. Bean, J.P. Stone, File From: Engineering Division Date: February 17, 2005 Subject: Preliminary Plan Review- Capua Estates - Capua Lane C&M Builders&Real Estate LLC On Feb., 17''', Engineering observed that soils had been delivered to the site. The engineering division wishes to express concern about the following: These soils have been placed within areas which will be the'future roadway subbase. The soil material is not appropriate as a structural sub-base material for a roadway. The soils have not been adequately compacted, 1 foot lifts maximum and inspected by Engineering. The soils may have been placed over organic materials which will decay and subside in the future. The placement of these soils may adversely impact the proposed underground utilities and the roadway. The design and construction of this project has not been approved. If soils are placed before it is appropriate, the developer may be required to excavate this material as part of the approval process. Any stock piles of soil must be protected with silt fence and hay bales so that the swale in the Family Lane drainage system does not receive sediment. If any sediment is deposited off-site from the project site, the developer will be required to remove the soils as directed by the Town Engineer. In addition to the comments below, the plan should show the location and offset of the nearest intersections in each direction, Family Lane and Tennis Road. On Feb, 16, 2005, Engineering met with Mark Shute of D.L. Bean Engineers, and Mr C. Capua about the Engineering memo of Feb. 7, 2005. Additional information has been submitted by the developer's engineer and the following are the original comments and the response. -1- • • Drainage/ Grading 1. There are existing drainage easements shown on the proposed site. The Applicant should show more details regarding the purpose of these easements (i.e. show existing storm drainage systems, if any). Submit documentation as to purpose. RESPONSE:Copies of the description of the easements from the Mass Highway/Deed easement documents were submitted. Drainage from Mill St. and Rt 57 ROW which drains in to the project site is shown on the new plan submittal. 2. The existing site is a fill"site with a large amount of import fill necessary to reach the proposed grades. There is an approximate 15 foot drop from the edge of Mill St. and into the site. Beyond the drop, the site's topography slopes gently from front to rear. Once proposed grades have been achieved, and the proposed storm drainage system has been constructed, storm waters which in the past had spread out across the entire site and drained to the rear, will now be forced to traverse a new man-made narrow channel down the left side of the site and to the rear. This condition may create erosion problems in the future. This situation could be further compounded by the fact that the Applicant is also diverting storm waters from an existing flared end on Lot 7 into the above mentioned man-made channel. This flared end is tied to the existing catch basin on the southwest side of Mill St. RESPONSE: N/A - This does not require a response. 3. Because of the significance of the proposed f ll, we would also like to see proposed 2 foot contours throughout the site with additional spot elevations so we may make a better analysis of the impact of these proposed grade changes. These proposed grades should include berms and swales to direct storm water flows away from Family Lane. RESPONSE: There was discussion on this item. The submission of conceptual grades not based on field survey was requested. This will give the Planning Board and Engineering a sense of the intent for the future proposal. Mr. Shute stated that something would be submitted in the future. 4. The Applicant should show on the plan the proposed building's locations on the individual lots. Also add in the front, sides, and rear yardage envelope so that Engineering can make an assessment as to how the proposed houses will fit into the individual lots relative to the corresponding proposed grades in each lot. RESPONSE: Mr. Shute stated that information would be submitted. 5. The storm water issue as explained-in item #2 may alter the impact on the Mass. Highway Dept. 's (Route 57) existing downstream storm water management and detention pond. This d- pond is located on the southern side of the easterly ramp off route 57 onto Suffield Street. We ask -2- 0 0 that the Applicant submit documentation to DPW Engineering that indicates that the State has been made aware of this proposal. Mass Highway will have to approve the final drainage design if it impacts the Rt 57 drainage system. RESPONSE: Mr. Shute was asked to submit documentation of discussions which he had with Mass Highway about this project. Mr. Shute stated he would submit something. Approval of the project by Mass Highway is not required until the definitive subdivision process. 5. The proposal must demonstrate the runoff path to the wetland or brook which is the final destination of the detention pond outlet's runoff. To review the effect of the proposed changes to the existing drainage scheme, additional information on the topography and drainage structures of the Route 57 R.O.W. and other adjacent properties must be submitted. RESPONSE: This item was discussed. Engineering requested that something be submitted which shows the concept of the destination for the runoff. This must include information on areas outside of the project site. It is understood that this will not be based on field survey data. Mr. Shute stated that he would put something together. 7. The proposal shows an existing drainage structure from Mill St. into Lot 7. A drainage easement must be established for this structure and any new proposed drainage improvements associated with the structure. RESPONSE: During the discussion, Engineering clarified that the drainage structures which serve Mill St. and are currently located within Lot 7 must be shown to be within an easement. Mr. Shute stated that he would make that change. This is shown on the new plan. 8. An earthen berm is proposed as part of this subdivision and is not shown on the plan. This berm is supposed to be constructed along the common boundary between house #224 Mill Street and the properties on Family Lane. This berm is to be constructed entirely on the property of house #224 Mill St. as a preventative of storm waters traversing from the Capua Estates subdivision onto the properties on Family Ln. A storm drainage swale may also need to be constructed as an integral part of this berm's diversionary purpose. This swale would begin at the end of the berm and continue along the rear of Lots 4&5 and terminate at the rear of Lot 7. RESPONSE: Mr. Capua stated that the berm has been constructed at# Mill St. Engineering observed the berm this morning. Vegetation has not been established, but hopefully will be this spring. 9. We would like to see the addition of two catch basins. One C.B. at each of the entering curb radii of Capua Lane. These C.B. 's would tie into an additional drain manhole as appropriate. RESPONSE: This item was discussed. Engineering expressed concern over flat spots at intersections with carrying grades at the gutter line of the existing street. Mr. Shute stated that they would look at placing CBs at the intersection. CB's are shown on new plan. -3- • • 10. From Sta. 1+80 to Sta. 2+85, the proposed storm drainage and sanitary sewer systems do not meet the Town's minimum required spacing of 1O feet. Please adjust accordingly. RESPONSE: New plan shows 10 foot offset of sanitary and drainage. 11. To eliminate the possibility of storm waters accumulating between the two proposed catch basins at approximately Sta. 4+23, Engineering would like to see the substitution of(1) double C.B.for the two proposed C.B. 's at this location. Please relocate the proposed D.M.H. at Sta. 4+25 out of the gutter. Storm drainage design criteria stipulates that there should be a D.M.H. at a change inflow direction. Please add(1)D.M.H. at the change inflow direction of the proposed storm drain system at the westerly corner of Lot 5. RESPONSE: New plan shows this change. Sight Distance 12. Engineering is concerned that the proposed intersection location of Capua Lane and Mill St. does not provide adequate site distance. The bend in Mill St. and the setback of house #224 Mill St. may be a limiting factors. We ask that the Applicant submit a site distance study for this area to DPW Engineering. Propose site distance easement layouts as required. The design speed must be based on the 85''percentile speed found at this location, not the posted speed. RESPONSE: A plan showing sight distance easements within Lots 1 and 2 was submitted. A sight distance report was completed by J.S.P. Land Development analyzing the Stopping Site Distance and Intersection Site Distance for the proposed intersection. The findings are currently under discussion. The location of the intersection may have to be shifted to the north from its current proposed location. This will impact the lots and the layout of the roadway. Also, a sight distance easement would be required for the front yard of#224 Mill St. based on the current intersection location. These changes could be addressed in the definitive subdivision approval process, if so desired by the Planning Board. General Comments 13. The plan must show and label the type and size of trees 8 inches in diameter and larger, as measured 5 feet from the ground. The applicant should keep in mind that in any area outside the right-of-way and building site (house plus 15 feet outside walls), no tree over 8 inches in diameter measured 5 feet above the ground shall be removed without the consent of the Tree Warden or his agent. Any trees which meet these requirements and are to remain, must be shown on the plan. RESPONSE: This item is a standard comment and requirement of the preliminary submittal, but there is no objection to this being addressed in the definitive subdivision approval process. -4- • 9 14. The Applicant should change the location of the beginning'of Capua Lane's stationing so that the stationing begins at the intersection of the Town's R.O.W.for Mill St. to centerline of Capua Ln. RESPONSE: This item was discussed at the meeting. It was determined that as-long as the Planning Board does not have any concerns, the stationing will be established as described in this comment. 15. A section of the proposed sanitary sewer system has been previously constructed on this site. This is the section shown on Lot 2. The actual construction is different than what is shown on the preliminary plan. Please adjust accordingly. The Applicant also needs to provide a DEP Sewer Extension Permit to DPW Engineering before allowing an extension of the current system to be put into use. RESPONSE: This will be addressed. 16 There is an existing cement concrete sidewalk extending westerly from the Family Ln. subdivision on the northern side of Mill St. This sidewalk terminates at the property line between house #7 Family Ln. And house #224 Mill St. We suggest extending this sidewalk westerly and connecting to the proposed sidewalk on the easterly side of the proposed street Capua Ln. RESPONSE: This item was discussed at the meeting on Feb. 16. It is a suggestion by Engineering the final decision is at the discretion of the Planning Board. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions, please do not hesitate to contact our division. Sincerel , Gborgann J. Hoym �, .E-' own En g veer -5- Reviewer D. Dachos Date 2/15/05 Daterec'd_1/29/05 Dist. Date 1/29/05 Planning Board Meeting Date 2/17/0 5 Mandatory Date for final action 3/15/0 5 OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT PRELIMINARY PLAN-REVIEW Name ofApplicant C&M Builders and Real Estate, Inc . Address 31 'Hillcrest Circle , Westfield Address of Property Easterly side of Mill Street (between Rte 57 & .Family La. ) Name of Subdivision Capua Estates Number of Lots 7 Deposit 5 0 . 0 0 preliminaa Plan Content- Statement of interest in land o.k. Location map of site and surroundings o .k Environmental Study: Relationship to zoning,.Master Plan, etc. o .k. Existing topo, water table, etc. More detail needed re: drainage ( secomn Djpt . Impacts of proposed development Project requires significant amount. of fill. Site distance may also be an issue. No list of re- quested waivers .),,provided. Other: Lot survey with existing easements, abutters, zone lines, and existing streets Topographic Plan: Existing contours at 2' intervals See Engineering comments Environmental elements o.k . Proposed streets and lot lines . o.k. Sewage, water, and drainage_ Additional information _concerning drainage is SUBMITTAL SHALL .INCLUDE: ONE (1) ORIGINAL AND. FOUR (4) COPIES necessary. TowNoFAGAwAm F INTER-OFFICE - 3. 14 EMORANDUM To: Planning Board CC: D.L. Bean, J.F. Stone, File From: Engineering Division Date: February 7, 2005 Subject: Preliminary Plan Review- Capua Estates - Capua Lane 1 C&M Builders & Real Estate LLC Per your request dated January 24, 2004, we have reviewed the Preliminary Subdivision plan entitled, "Preliminary Subdivision Plan,Agawam Massachusetts;Prepared for: C&M Builders and Real Estate,LLC., 31 Hillcrest Circle, Westfield, MA; Prepared by: D.L. Bean, Inc., 40 School Street, Westfield, Massachusetts; Dated: 1-21-2005; Scale: 1"=40' ", and we have the following comments: Summary of Concerns - the following are major elements which require additional information before Engineering can approve the preliminary proposal. Also there are other comments which should be addressed. - Drainage design proposes outlet to Rt 57 right of way. More detail is needed outside the project area. Mass Highway must be made aware of proposed alteration of existing Rt 57 drainage. -Significant fill is shown at roadway. Proposed grading of the subdivision is required as the number of lots may change. Placement of homes on lots 4 and 7 will be a challenge given the significant amount of fill proposed. - Sight distance concerns at the proposed intersection with Mill St.. Sight distance study will be required as this may alter the location of the intersection. The comments below include a more detailed discussion of additional submittals which are required. Drainage/ Grading 1. There are existing drainage easements shown on the proposed site. The Applicant should show more details regarding the purpose of these easements (i.e. show existing storm drainage systems, if any). Submit documentation as to purpose. ' `1 r.r -�- JVFEB 4 7 2. The existing site is a "fill" site with a large amount of import fill necessary to reach the proposed grades. There is an approximate 15 foot drop from the edge of Mill St. and into the site. Beyond the drop, the site's topography slopes gently from front to rear. Once proposed grades have been achieved, and the proposed storm drainage system has been constructed, storm waters which in the past had spread out across the entire site and drained to the rear, will now be forced to traverse a new man-made narrow channel down the left side of the site and to the rear. This condition may create erosion problems in the future. This situation could be further compounded by the fact that the Applicant is also diverting storm waters from an existing flared end on Lot 7 into the above mentioned man-made channel. This flared end is tied to the existing catch basin on the southwest side of Mill St. 3. Because of the significance of the proposed fill, we would also like to see proposed 2 foot contours throughout the site with additional spot elevations so we may make a better analysis of the impact of these proposed grade changes. These proposed grades should include berms and swales to direct storm water flows away from Family Lane. 4. The Applicant should show on the plan the proposed building's locations on the individual lots. Also add in the front, sides, and rear yardage envelope so that Engineering can make an assessment as to how the proposed houses will fit into the individual lots relative to the corresponding proposed grades in each lot. 5. The storm water issue as explained in item #2 may alter the impact on the Mass. Highway Dept.'s (Route 57) existing downstream storm water management and detention pond. This d- pond is located on the southern side of the easterly ramp off route 57 onto Suffield Street. We ask that the Applicant submit documentation to DPW Engineering that indicates that the State has been made aware of this proposal. Mass Highway will have to approve the final drainage design if it impacts the Rt 57 drainage system. 6. The proposal must demonstrate the runoff path to the wetland or brook which is the final destination of the detention pond outlet's runoff. To review the effect of the proposed changes to the existing drainage scheme, additional information on the topography and drainage structures of the Route 57 R.O.W. and other adjacent properties must be submitted . 7. The proposal shows an existing drainage structure from Mill St. into Lot 7. A drainage easement must be established for this structure and any new proposed drainage improvements associated with the structure. 8. An earthen berm is proposed as part of this subdivision and is not shown on the plan. This berm is supposed to be constructed along the common boundary between house 9224 Mill Street and the properties on Family Lane. This berm is to be constructed entirely on the property of house #224 Mill St. as a preventative of storm waters traversing from the Capua Estates subdivision onto the properties on Family Ln. A storm drainage swale may also need to be constructed as an -2- integral part of this berm's diversionary purpose. This swale would begin at the end of the berm and continue along the rear of Lots 4 & 5 and terminate at the rear of Lot 7. 9. We would like to see the addition of two catch basins. One C.B. at each of the entering curb radii of Capua Lane. These C.B.'s would tie into an additional drain manhole as appropriate. 10. From Sta. 1+80-to Sta. 2+85, the proposed storm drainage and sanitary sewer systems do not meet the Town's minimum required spacing of 10 feet. PIease adjust accordingly. 11. To eliminate the possibility of storm waters accumulating between the two proposed catch basins at approximately Sta. 4+23, Engineering would like to see the substitution of(1) double C.B. for the two proposed C.B.'s at this location. Please relocate the proposed D.M.H. at Sta. 4+25 out of the gutter. Storm drainage design criteria stipulates that there should be a D.M.H. at a change in flow direction. Please add (1) D.M.H. at the change in flow direction of the proposed storm drain system at the westerly corner of Lot 5. Sight Distance 12. Engineering is concerned that the proposed intersection location of Capua Lane and Mill St. does not provide adequate site distance. The bend in Mill St. and the setback of house ##224 Mill St. may be a limiting factors. We ask that the Applicant submit a site distance study for this area to DPW Engineering. Propose site distance easement layouts as required. The design speed must be based on the 85'percentile speed found at this location, not the posted speed. General Comments 13. The plan must show and label the type and size of trees 8 inches in diameter and larger, as measured 5 feet from the ground. The applicant should keep in mind that in any area outside the right-of-way and building site (house plus 15 feet outside walls), no tree over 8 inches in diameter measured 5 feet above the ground shall be removed without the consent of the Tree Warden or his agent. Any trees which meet these requirements and are to remain, must be shown on the plan. 14. The Applicant should change the location of the beginning of Capua Lane's stationing so that the stationing begins at the intersection of the Town's R.O.W. for Mill St. to centerline of Capua Ln. 15. A section of the proposed sanitary sewer system has been previously constructed on this site. This is the section shown on Lot 2. The actual construction is different than what is shown on the preliminary plan. Please adjust accordingly.The Applicant also needs to provide a DEP Sewer Extension Permit to DPW Engineering before allowing an extension of the current system to be put into use. -3- 1 b. There is an existing cement concrete sidewalk extending westerly from the Family Ln. subdivision on the northern side of Mill St. This sidewalk terminates at the property line between house #7 Family Ln. And house # 224 Mill St. We suggest extending this sidewalk westerly and connecting to the proposed sidewalk on the easterly side of the proposed street Capua Ln. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions, please do not hesitate to contact our division. Sincerely, t , Rick S. Seidnitzer Georganne J. Ho an, P Civil Engineer I -Town Ef gineer SAsubdivlcapua estateslmemoslpreliminary review_Ol.wpd -4- r. w MEMO To: Planning Board From: Sgt. R. NILES, Safety Officer Subject: Preliminary Plan - Capua Estates - Mill Street - C&M Buildings & R.E. LLC Date: 02/03/2005 For the purposes of this review, Western Massachusetts Electric Company utility pole# 53 was used as a point of reference. This utility pole is located on the south side of Mill Street at about a location directly across from the entrance/exit of the proposed "Capua Lane". This utility pole is equipped with a street light 1. Mill Street at this proposed site is a two lane paved roadway. Total width is 36.2 feet. The west bound lane is 12.5 feet wide with a 5.7 foot breakdown lane. The east bound lane is 12.5 feet wide with a 5.5 foot breakdown lane. 2. From the point where the proposed site intersects with Mill Street, visibility westerly is not less than 425 feet. From the point where the proposed site intersects with Mill Street, visibility easterly is not less than 425 feet. 3. Presently, there are no side walks on the north side of Mill Street east or west of the proposed site. 4. Traffic flow on this area of Mill Street is moderate. 5. There is an entrance to Route 57 East bound 330 feet from the proposed site, off the east bound lane. 6. The nearest public school is the Agawam High School, located .3 miles from this proposed site. 7. The speed limit on Mill Street at this proposed site is 35 mph. Respectfully Submitted Sgt. Richard NILES ' 1 1 c Safety Officer, Agawam Police Department f \ Town of Agawam oil 0 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD February 7, 2005 Dear Abutter: C&M Builders and Real Estate LLC has submitted a Preliminary Subdivision Plan to the Agawam Planning Board for property located on the easterly side of Mill Street. The parcel of land contains approximately 4.3 acres and the proposal is to subdivide it into five (5) lots. The Planning Board will be reviewing this Preliminary Plan at their meeting on February 17, 2005, which begins at 7:00 PM and will be held at the Agawam Public Library, 750 Cooper Street. If you have any questions you may contact'this office at 786-0400, extension 245. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH/DSD:pre AGAWAM REAL ESTATE N & K REALTY LLP 200 MAPLE STREET 283 PROSPECT ST SPRINGFIELD, MA 01105 EAST LONGMEADOW, MA 01028 AGAWAM REAL ESTATE MASLAR JOHN 200 MAPLE STREET 32 MAPLE MEADOWS SPRINGFIELD, MA 01105 AGAWAM, MA 01001 KATSOULIS MARC S FERRI PETER J 18 MAPLE MEADOWS LN 6 MAPLE MEADOWS LN AGAWAM, MA 01001 AGAWAM, MA 01001 LIQUORI JOAN J L/T FERRENTINO MARIO 205 MILL ST 219 MILL ST AGAWAM, MA 01001-2389 AGAWAM, MA 01001-2389 CASSIDY JOHN F PROVOST ARMAND R 227 MILL ST 267 MILL ST AGAWAM, MA 01001-2389 AGAWAM, MA 01001-2389 CASSIDY JOHN F AGAWAM REAL ESTATE 227 MILL STREET 200 MAPLE STREET AGAWAM, MA 01001-2389 SPRINGFIELD, MA 01105 CASSIDY BARBARA H C & M QUALITY BUILDERS AND REA 227 MILL STREET 31 HILLCREST CR AGAWAM, MA 01001-2389 WETFIELD, MA 01085 SPELLACY DANIEL W SR CAVANAUGH DAWN M 33 FAMILY LANE 224 MILL ST AGAWAM, MA 01001 AGAWAM, MA 01001-2388 KINGAN ALBERT R WARD-HORNER CLAUDE H 45 FAMILY LN 50 FAMILY LN AGAWAM, MA 01001 AGAWAM, MA 01001 KROKMALYUK YURITY FOUNTAIN RICHARD E+ 40 FAMILY LANE 30 FAMILY LN AGAWAM, MA 01001 AGAWAM, MA 01001 GHEDI CHARLES A+ HORNE JAMES W JR 7 FAMILY LN 20 FAMILY LN AGAWAM, MA 01001 AGAWAM, MA 01001 DOUCETTE ERNEST L III RINGER RICHARD 1 19 FAMILY LANE 198 MILL ST AGAWAM, MA 01001 AGAWAM, MA 01001-2387 LEROUX ANNAMARIA MERRIAM KARL M 190 MILL ST 182 MILL ST AGAWAM, MA 01001-2387 AGAWAM, MA 01001-2387 RUSSO JOSEPH V RUSSO BARBARA A 625 COOPER STREET 649 COOPER STREET AGAWAM, MA 01001-2161 AGAWAM, MA 01001-2142 RUSSO BARBARA A BONAViTA PASQUALINA 649 COOPER ST 659 COOPER ST AGAWAM, MA 01001-2142 AGAWAM, MA 01001-2142 BONAVITA MARY C IL.T. RUSSO JOSEPH V 683 COOPERST 625 COOPER STREET AGAWAM, MA 01001-2142 AGAWAM, MA 01001-2161 No. 20 Q 5 To the Departmental Wicer making the Payment: Received of D.L. Bean, Inc. , the sum of Fifty and 00/00 Dollars, for the Prel. Plan Filing Fee ending for collections as per schedule of this date, filed in my office. Treasurer, MEMO TO: Engineering Dept., Building Inspector, Safety Officer FROM: Planning Board SUBJECT: Preliminary Plan - Capua Estates - Mill Street - C&M Buildings & R.E. LLC DATE: January 24, 2005 Please review and comment on the attached Preliminary Plan for Capua Estates prior to the Board's February 17' meeting. Thank you. 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POSSIBLE SWALE _ \IItiE�f 7 Tp i W c ; �n � - - o w PAf2CEl B f : +, Sr Z;. _ :, y, ti TO BE COMBINE LOT 2 EDMUND 5. & DIANE C. ♦\ a ° 1 ~�_ WAPL 0� � WITH LOT 1 LOT 1 � LAND N/F �\ \. s �. - � + , - ;t ' o 1 58.5± ' °� SALVA r -. i s1 F� , , I �, 7 } - - L` - co 1_ -- -�`+`_� f t ' 1 ANT N/I- �. a ---- !fAI-i f A R. ,I 1`,AN I j j i + ! � J1 A -, - I \ C \ GHE DI % . � 1, I 31 .666 S.F._ _A �'- ,� f / �- LOT s o (EXIcT,) ` ROP END/ - HSE e DRAINAGE ____ STR UFE2E D+s .a - -- - '�-- ---- 146 _ ✓ � SM \ j' , ` r . . �E.ASEMENT -------- P ED r HSE 224 ' v p�g % -- r" % - RI - - - - TAi.H. _ ��. -- to � CaNSTRVCT - R=40' _ WHEELCHAIR RAMPS RI A WHEELCHAIR RAMPS \ - L=so' ___-_ _ :_ - ��_ �_..=SICK D#STATVCEr - - _ w . i' ' - - - _ _ .__ -- -_ . F._ .._- - - _ EASEMEW -__--- �. t` A�2 GLl w€RE5 \ _- ---- AREA- _ - �� _ - ---- -- - --- - _ --_ 1._fi_ ACRE-± __ ------ ' -- L v. a�. _. P L L.�t�c+N tar>-�- F LARL D-E 4D -�•-�= H P 11) �. t, �� #4& __ -_ - - .__ _ - - -- -- GslR[3 0!V CURB RAQ41�5 _� ,- - -_ . ._. - ' -- -- --- - 0 , _� _-- - - _ - -. __ ---3� - {€3oTH 51DES) r- U P L lam- 'r. ,-, iJ �� �--- -- -- - - - - - _ - _ _ - - ----- - --- - - - y �a f_ r-- r r. .�� - _ _�- _ - �- v _ w. _ __ _ -._ -- - - = - -- --- - - --- - ,_ _ _ ' . _-- -- -__ - --- _.�-_ -- _ ---_ ---- �- ---'t 58 Rr�� �� _ Y`c'� ,4, f,:: s `�- � -- "' -, ��' - - _- �_ - -- --�G- -Q - BE ram, W W_- --f �__ -_-- W ---_--- F-XIST. WATER B" MAIN EXIST. SMH �' _ _ 5 � a' `� -- s�-- ..-_,- --- 16'F- --- -- _--_-_= ,~ - �N k ENE T,. ' - _ - L� , -- _ -�,�iu /- -~� - �o __ cP,l c. __ --- - - - �w' MILL T STREET - ,. �� _�-�_ OF P vE __- q - / i ,J _.- ___ _-._- - _ - --- -_ _ - __,.-_-__._ - :I-.i..-�.,".�.!.,��.I....�� _�� . A 0 GUARD RAIL �� c��� �r s"' __- . v f...... 3 ' 9/ `Z t 1 J - 4� �r EE x� ' „ / �_. a+",' ; �. •I ° ,i R . PROPERTY LINE SHOWN IS OWNED BY art ` , C & M BUILDERS AND REAL ES. ' E, LLC, #u" a Ln ..r o a t y. z z '� LEGEND � " s F � m [% � f5*g - - - r°i�°1 1'Y5 ; 3 - a b,r l -- --- T- �_ EXISTING WARD RAII PROPOSED CENTERLINE GRADES 1 1 146 --- --- -- -------- EXISTING CONTOUR ZONED: AGRICULTURAL �;��G , . . . s k _ , .q '� F r "_r n U POLE EXISTING UTILITY POLE O-6' 156.8 �( EDGE PAVE. MILL STREET ) "y �% , 5 , .',, .. 0+0 - 156.9't . =r , . - \ � 1'_ r"�v _ _� EDGE OF WOODS H.P. O 0+18 157.3'# .* PRELIMINARY S DIV1S14N PLAN F 5: r+' 1'9, ice. - .., - r ^ - 1+0 = 155.2't WETLANDS DELINEATION HAS BEEN APPROVED BY : -W ----- WATER MNN 2+0 152.3'f K 3+0 >a 149.4't AGAWAM CONSERVATION COMMISSION ON DEC. 2, 2004. FOR: PROPOSED HYDRANT k , " L.P.o 3+42= 148.2'± l t� ��1,j0 OF ,0, C&M BUILDERS AND REAL ESTATE, LLC. afi� �� r�� MART �s 31 HILLCREST CIRCLE STORM DRAIN MANHOLE ,„ E. WESTFIELD, MA. . _ t f Nall 9 �, SHUTE -4 1 „=40• 5 s� SCALE: ( o SJWITAR'Y SEWER MANHOLE DATE: ,__.. 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I . . � . . . - - ". � '.� . . . . . . . �% - . . . . . 1. . . I . � ... . . . . %� - - - ' �t_"�,,,��'-"-- ,�'_- . . . AREA=. �a< - . . \ . . . . . . . � . �_.�.". ' ,- x", 1. I I . . . .. 11 I . . . . . . . . I ...' I.. . , � '- 5 � . . . . . 1. , ."um.- � . . . . I . '. . . m I . .. .% :",­ , , ' . ` - � . . ____ . . . . .1 .. '�': ;.:�-�:��'-�,-"!.'e� . � , - ?. I . . . ".. . , . . �. 1. � . . I :,.,. "', .1 I . . PROPO D . . I . . � �.. . . - - .. 1. I : . . . . .. . . - . I .. '.' -l" ." ;,-I,,-q.,4' , . , . I ':' . I . . . - . . . I., - . . . & ­':' ;7'.'�'.'­�".'�',' L, , , . . �'� .� .1 . . . . . . . I . . . ��. . 1. . I . . . . . . . . . ... y' '. `j�" I I '' ..�,O''', x .: ' � . il I ' '.. . .. I . . . I .. I I *'� . - - - � . . N , �� ' "' .. .. 1. . I ... . . '. . . . PROPO ± I . . - . . . . t I I 4� 1�1,!.�'� :'_'�' ' '.. . . . I � I . . � . . 144 / - I/ ' , . �c. - � . �' � .1 I j, . . . . . R EL "A". - 4', � . ': . I I D 24,202 S.F. .. . JD"/�I . . � ____ .. \\1 I ... . ".- . .. I I . . . . . . , .. . . RA I* I . . . . . � . . .. I :'' : . . . . . . ", '7'. � � .'-, . . . . ' . . . I . 1 . . I . . .. . . 1. . . . . � , , . I . T,i �'�' , . . , . ' . . . _�_' I GE __' . . . � . . .� .. . , :.; "" 20' WIDE STORM D ' . � _ . . . I . .1 . . . . I - -_� . . . . . . � I . . � . . . , . . . , � , - '. .��� ' ' .. I . . . . . . I . . . : . . I : MENT/ : . . . . ... . .. - I . , .i. -�� � ""4;- '., � " , J'� , ;. . . �-, ".,,_ " . ' . . . .. .. . I . DRAINAGE . . I 1, . . "�' I . . ___ I . . . . - . I I .'.�.' , ., 7_'.. ., � .17.'Z��',.. . . % . . . . I I� . " , � I .1.1 , .:� �' , - I.. . . . . . '.. EASE - . . � . ., , A. �:" , --,.,. � . .- ,� '...' : m' I I � . - .� . . . � I . I I . .. . _1 . . I . . : . I . - . . . . .A - - - - - - - I .. . � - , '�� _'�' 1.� .-'�;' I �.-_ . I 1. . . . . . . . . . . .. . . I N___ I --Fit - .- . . .. . . . � .. . . I .1 ' ' ., ". , 1�'' I �' .: . '. - . . 11 EASEMENT :1 . I I I .. . � . - . . . \ ,I � , �- - -" . I - ' . I . .. I . ... .. . � I .- ' .. j I . . . . � . . . .. . . I . ..' . .. r . . . . . . ' : . � I . - 1. . . . . . 1. I , ' � ,-�.;-':��,"V�."�"�' tl - .1 , . . .� �. '�l' . .�. . 1. . . . . . � . I . . ­ .. . 11 . i..i ;l '. . � '. . .1 I . . . . . . .1 " '..i:'::p."':', , �'. I .' 'k�­­'�.'�.. _1�1'�. ,'�_' "I . ... � '.'�;:. � . . . "� , I . . . I . - - � - - - - - - .. .. � . . I . : . .. I . , . . . I . . . I I �' . . . . : r . '':"��!: ': .I., , ...�.�. '.� . . I . .. . . . � . . . : .. , . . I . . . . .. . : ; ..' e. '.;� ;'j- " . . ;'- - . . .. . . . . I � � . '.. . I . , I � � '­­ " " ' R, .I: . . . . . . I . ..... . , . %'_' , '.,.el-,',, �' ­� - .' � -I., .. . � ':;�.. . '. l . 1 ; . , I . . . . . :tn - . . .. . '-�: . ,, .I : I : . ' . . . I . . . . , � "' -� � , " - - � . . . . ' .- - . . I . . .. . ..� .. - I- - . . .� \ . . . . . . . . 1 . . � . -L'. +"�. .:t.. . . .. . ... . . '.: I . . . , � . . .. I ! �j . . I I . . � I . 1 . . . . . - . : :-.. 111�'-- -!!.'..I .I 1�1 . _­�;; . . . I I . I : �. I I � . � : . I. . . . . . . -, I. I . �i_ .. ' ' '� 1: '. .. � . . . . . 2� \' , . _ ' ''I . . I .1 .�. I . '� z���:, '". - ' w, " . � . . :1 . . . . . I . '. . 1. ..""". �' � �. I - '�' ..:,.�::' �' .. .. .. . . . . . . . . �'� �� : . . I . EASEMENT . . . . 1. . . '. . , _ _!v ' 1, . I.. I . I . . � . . . ', . . .� - ' . - � , Z.- " ',-"�' " . . . . . . I . . - I . :241' " .' . , . . �' . . I '. . '� . . . . .. . , , , .1�1 . .­:"�',L 'r '' '. . . . . . ..' . . sANI SEWC I v:�'.. . f..'r �: 1 m ,'��; . . I . .Z.1. - r' . I . I - .. . . . . . . I . . . r. ', / Y "I r I . . . I . . . . ... . ... '. 'l � .. " .. .�*­':"l ,. .1 '. ' .. .. . . i . . . .. . . . . . I . . I . . .1� 6 . -,;: . . I, I . . 1___' . . . I '.. ... t'�. I I _..'.'.�;'. ,� ..;;.. ." I � '� ,,,�,'.: , _' : , - 11 .. '. . . . . '% . .. I., I ..� . ... I . . . . . . . L' .� .q '; . � , ;" ..':",-,.�'�' " ' I . .. . . .. I I r . . . . I � . .. . . . . . . ," ­ �'' .'. " z . . . . . .1 � . I , e. . . . . .. . . . .. . . . .. . . . . I .� .r F.I. , .7 1 -I_ - - '.� '� ," L '.. r.,� � . . / . . . . .. PARCEL "A" .. . , ' �'.':�' - - .�' . . . I--, . _'___� - . ..'Y' '�,� . ;�' _.: I . I � .. . ' I � . . i. . . I., , .. . .. . .. . . . . . � ' � I ' .. . �. . . L . I . ;. ', � "'e t.�"l,�' . . , "r . . . I . . . I . .. :� - I ..­ .. " - .' r "r l "'. .' I'�:m. . . , . . . . . .. .. .. :�i . . ­1 - . . TO BE COMBINE .. , I . . . __� . HSEV . . le � -r.i � "--"'-':%'_ " . . L . . . . . . . . . __`­ . . I: .1� - . ,_1� '..1. , I .�� . . . . ,� - . . . . � ... � ' . , .. 11 . . I . . . : I . . . . .. I . .1 . . . I . . . I . �;!�1 " �.. �' 'i -� c� .. ' . . . .. . . k . . . . . .. . . . ' . �\ . . . . . , . , ,�.� - . . . P( -r . , I . . . . )S WITH LOT 1 . . � ' . I .. . 6 . . ,.,J':' . . ,, . . . . / . '3/'" L . . . � . . . . . . . I I . I .1 , .1.. � "?. 4'-'�'�'­'­­ 1.. I ., �' . . . I I ___ , L _' - 1 . . . . . - - . � I . . I . .1 � ' � I . r . . . . . . . I . . , . . � . I _ -.1 ,..� ,' . . . . . � 1. . ', . , . :: : �� _ -'�`�' ".. - ... . . . . /I I � 41 s . . . I . . . . . . � . . . . ".. .� ,�'� . - '�L - i . r . . .. . . . . . L.'. . . . ' . . . . . � I �_ . . I. . :. . . . . . . . . . . . k . 11" ;:;, . , ". '"';_';�. �'. ­tj. . .. . . . . ... . .. .. . . . .. . r . � I � l. -1-1 - � i I . . . . LOT 2. . . . . . . � 1; ""�. .. . . . . I . . I I . . - I I . . . L . . LOT 1 . -1. . . . . LAND N/F . . � .. . 17 . �""..' i,� :I_.:1'1' :. . ' I ,".L . . . . . . . . . . ' .. . . . . . . . . � . . : ': . � . 'i L;.� �..... '. . : . . . . I �' I � . . . . . ' _,:.�,,,,":;' '..' ..�'��,, _,._ . . . . . . (: I � . . . I .. - . .. . , .. . . . . . �" � '"' 'L:?' " . . . . . , . ,: - . . ". . I I .��" ';' � ­j.' ,,� _' . - . L . . - . . . . . . .11 :� � �' L" . .� _ � " �j:".L.'� �". ! , 2 , '� . . . . . . . / . . . .1 11 . EDMUND S. & DIANE C. . . . �L�" .� : , . . . I . .1 . � � " . ; .: . ­ . . . . _. . � . I it - . '' . .. .. r, . .' ' T I., . '.'.','.l. .,-. . �';,;­ . � . . . . 0)0 . . . . . . I . SALVA :.%, i'7...' .:. � I r".","�',""'.� , . ..� �'..' t. 11 '. . I ... .- . . i I . . // r . . .. .. . . . . . . I . . . .. . . I � I .L '.1.1' . � .I :�_.'. . .'..- al ' . . - ,"_.:..t- .'." I . ..; ,­tt ' .1 11 .. . )` ' . . . . . . 9 . .. . . . .. I . _. . . . '� _ "'.-1, ,. . ' I . . .. . 'If � � . .1 . � . . L I - .. ..�Z'..�.""; :�i:� �t'_" r %.'' ��' ­. I" : - :: . . . 4 . I �'- I .. . . . . 'I " - - ' . .1... .. . . . . . . __�. . I . . � . . . . '.1. :.. �: ��' - � .4 .:,'r . . : . . . . ., . . - . . . . . . .. . . -­- " - .. . �'At?-'� " - !,,.,. ... . '... 1, . . . . . . /�R . . . . . I . . . . . ". .. , , A 1. ­'_ �r�'.*.�4 ",,.'.._k' ��'- - . :�L: :' '�:` ­. . .r. I I .. . . .. . . . .. . . . PROPOSED I . - . � : . . 1 00' 01 . . . . --- . � . . . .. .. ­.'.. �!'-�k' - t-�-�� 0. , . l;E­ . 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U 1 S a D D S SPOT GRADE d G �/(lC.�`d�\S;b W�O�\��OM\ p \ •� KINGAN EARTH —�45 f AND �4� LOT 4 HSE#45 \ BERM LOCUS \ AREA= \ WALK 20,002 S.F.f — cE aIc- �o OUT @ 1144.0E FEo _ DIRECTIONV, LAND N/F \ TOPS �9' MORANDO & ROSEMARY E HSE#33 WALL 3Q - DEFRONZO / 152.0± / `442-- 3 PROPOSED ` \\\ 0 \ I HYDRAN I x WALK II � j�, TOP OUT 0 � �o o WALL 144.5E \ 9' LOCUS MAP N.T.S. Lu N �50 \ \ 0 152.5E 4 ` AREA= — LAND OF 1 POSSIBLE R-2o � ------ 26,076 S.F.f COMMONWEALTH OF MASSACHUSETTS ANDSCAPED SWALE o LAND (EXIST.) DRAINAGE EASEMENT DMH O O.--s H � A S �`FART, LAND N/F SS y OSS can \ AND ERNEST L. III & SUZANNE P. 247' DER V, DOUCETTE !� DVH 74' \ \ ------ — ti LOT 2 _j R=15' % Z\ 3° ti \ DM " !�� TOP WALK BUILDING 1Q _ \y' 1 WALL OUT 0 ENVELOPE HSE#19 o. 153.5t 145.5E (TV.) \ AREA= _, I TOP �\ �Q ���`. \` 1' 00 \ 20,002 S.F.t \ WALL - `� 152.5E WALK 2 20'WIDE ,SANITARY SEWER SMH Ss_ I SS _ � OUT C� AREA" �\ 1 ` sMH EASEMEN� 211.08' =144.5t \ PROPOSED 24,202 S.F.f D.H PARCEL "A" , 20' WIDE \ ` STORM DRAINAG�Q DRAINAGE EASEMENT/ - EASEMENT SANITARY SEWER ' 241' -f ' EASEMENT \ \ p0 TOABEECOMBINE f �~ HSE#7... WITH LOT 1 LOT 1 ' LOT 2 LAND N/F 7 0 I EDMUND S. & DIANE C. r ' �q ^� I � � SALVA /1ROP. PROPOSED S60 ( v 1 00 _�}44f OUTLET DETEN510N LAND N/F AREA \ ��oNsrR R � � �� ! ' � GHARLES A. & SUSAN L. n \ wH Es�HaH iP znMRs n ^ v ,PARCEL "B" GHEDI (EXIST.) / _ �1TO BE COMBINE HSE LOT 1 I` PR0P-QSED_ I ���� WITH LOT 1 DRAINAGE 20' WIDE P POSED ' h x ARCEL "B" \~ 746— SMH EASEMENT / DRAINAGE AINAGE �� cc"'STRuci �~ HSE#224 14+ I EASEMENT TRUCTURE �O WHEELCHAIR RAMP � �48 —ILv RAP R=40' ---RIP RAP ` �`� ti SIGHT DISTANCE L=60' _ EASEMENT = S' \ GU R€S ---FLARED-END - INSTALL HTE Ln \ WI \ r) --ELEV:1-¢7,301` \ COA$ ON URB RADIUS -- \�2'_- — -- — - _ 1 :-(BOTH IDES)- _ - _ U PO -V52 BERM GUARD RAIL �1�! h� W EXIST. WATER 8" MAIN EXIST. 5MH MILL STREET EDGE OF ❑ GUARD FAIL 03 �o PROPERTY LINE SHOWN IS OWNED BY U7 C & M BUILDERS AND REAL ESTATE, LLC, LEGEND f ❑ ❑ EXISTING GUARD RAIL PROPOSED CENTERLINE GRADES 146 EXISTING CONTOUR ZONED: AGRICULTURAL la U POLE EXISTING UTILITY POLE 0-8' = 154.3' ( EDGE PAVE. MILL STREET } 0+0 = 154.45' EDGE OF WOOS H.P. 0 0+18 = 154.90 PRELIMINARY SUBDIVISION PLAN WATER MAIN 1+0 = 153.60� WETLANDS DELINEATION HAS BEEN APPROVED BY AGAWAM ASSAC USET W .3+ = 15 . AGAWAM CONSERVATION COMMISSION ON 2004 lo PROPOSED HYDRANT 3+0 = 150.44 44' DEC.. , . FOR 4+0 = 148.86' C&M BUILDERS AND REAL ESTATE, LLC. OMH O STORM DRAIN MANHOLE L P• ® 4+20 = 148.55' 31 HILLCREST CIRCLE smH 3 WESTFI ELD, MA. O SANITARY SEWER MANHOLE 3 , DATE: SCALE: 1 =40 ss SANITARY SEWER �i 1-21-2005 CHECKED: MES LRC ® CATCH BASIN REV: 3-3--2005 C.A.D. SHEET N0. cr REV: 3-31-2005 T.J.A. 1 H.P. DRAINAGE HIGH POINT � L.P. DRAINAGE LOW POINT D.L.BEAN INC. SURVEYORS 154.3 X PROPOSED SPOT GRADE 40 SCHOM STMO - WESTRELD, MASSACHUSETTS ENGINEERS J.S. PECHULIS/ LAND DEVELOPMENT SERVICES, INC. • Site Design Cviistnictioii Mana,,,ewe►7t .f j� --415-f 7?- • Pe►-ni tthil • Ti-affic Aiial vsls e P.O. Box 2541, SPRINGFIELD, MA 01101 PHONE:413-781-5544 FAx: 413-781-4433 E-mail: JSPLDS@aol.com October 7,2004 Marc Shute DL Bean, Inc. 40 School Street Westfield, MA 01085 RE:Agawam Subdivision,Mill Street Agawam Dear Mr.Shute: J.S.Pechulis/Land Development Services, Inc. (JSPILDS) has been retained by DL Bean, Inc to evaluate the traffic sight distance for the drive serving the proposed subdivision of a 4.3 acre property located on the east side of Mill Street south of the Route 57 interchange. The development win be served by a single access way along Mill Street. Observed Conditions Field observations along Mill Street were conducted on several occasions to determine the typical travel speeds in the vicinity of the project site as well as to collect field measurements. The posted speed limit along Mill Street is 35 mph in both directions. Typical travel speeds along Mill Street were measured to be 40 mph in the southbound direction and 36 mph in the northbound direction. Traffic volumes were noted to be moderate during the morning peak period and similar during the evening peals period. Mill Street is equipped with a single travel lane in each direction controlled by a double Yellow centerline. Land uses in the area are predominantly residential. Stopping Sight Distance Massachusetts Highway Department standards for measuring Stopping Sight Distance conditions refer to the standards set forth by the AASHTO. The American Association of State Kghway and Transportation Officials (AASHTO)define stopping sight distance as the length of roadway necessary for a driver to stop their vehicle upon sighting an object in the road. Sight distance also refers to the distance a driver in a vehicle along a minor street approach can see oncoming vehicles along the major roadway. AASHTO provides methodology for collection sight distance measurements and also provides site distance safety standards for intersections. The methodology and standards are presented in the AASHTO publication "A Policy on Geometric Design of Highways and Streets. The computed acceptable stopping sight distance for typical local roadways with design speeds of 45 mph and assumed travel speeds of 36—40 mph is 360 feet The topography along M11I Street is relatively free of noticeably changing grades and does not interfere with the lines of sight The roadway alignment in the area of the sight driveway does include curves to the north and south, however,the radii are large and begin approximately 300 feet from the proposed drive location. Along the east side of Mill Street the area is free of permanent•strudures or obstructions restricting sight distances. Measured stopping sight distances at the proposed location of the site drive along Mill Street are unrestricted (greater than 500 feet)for vehicles approaching along Mill Street in the southbound direction. In the northbound direction the stopping sight distance is approximately"0 feet. „ k Mill Street Subdivision Pape 2 of 2 Intersection Sight Distance Intersection sight distance is the distance a drive stopped at an Intersection can see along the approaching travel lanes in order to determine adequate gap time to make a maneuver. The gap time available to the entering traffic should be adequate for the entering traffic to accelerate from a stop and enter the travel stream without unduly interfering with major-road traffic operations. For roadways with design speeds of 45 mph the AASHTO recommended intersection sight distance for left-turning vehicles is 500 feet. The AASHTO recommended intersection sight distance for rtght4uming vehicles is 430 feet. As described above, the One of sight along Mill Street is generally unrestricted. In the northbound direction, the alignment of the roadway begins to restrict sight distance for vehicles parked at the location of the proposed driveway beyond the curve approximately 430 feet from the proposed driveway location. Along the southbound approach, sight distance is completely unobstructed until beyond the Route 57 underpass and measured to be beyond 600 feet. CONCLUSIONS The proposed location of the subdivision driveway has been analyzed with respect to approach safety specific to stopping sight distance for approaching vehicles along the major roadway(MID Street) and intersection sight distance for vehicles entering the travel stream from the minor roadway (proposed subdivision drive). Based on the conservative application of a roadway design speed of 45 mph to the formulas and methodology presented by AASHTO, the location of the proposed subdivision drive satisfies the safety standards set forth by AASHTO with respect to stopping sight distance and intersection sight distance. Sincerely, J yS.Pechulis Ste Development Manager E ... . ... ,. ..: -.. .. .. w a west Aaawam EW MI E LA - t .' .. E02In - ..-+ KS qlW r LAND N/F r � ALBERT R. & JAN C. arc KINGAN EARTH \ LOT 4 AND -,1 Igo H5E#43 j y� \ "� BERM: LOCUS EDGE �� o� :I f s DIRECTION , LAND N/F 1� \ MORA p O & ROSEMARY E HSE�j33 -1 + —442 LOT 3 PROPOSED �\\ Lhj HYDRANT 1 \ j* 1 \ ` o ` Focus r� N.T.S. . W / LAND of I— —� AREA— G � 2fi,07fi S.F.f R-zo COMMONWEALTH OF MASSACHUSETTS 0 I LANDSCAPED --- ISLANDctf (EXIST.) DRAINAGE �--- _SS sMN � EARTH LAND N/F - O \� EASEMENTouH Qx MIA 00 !y C' 247' AND BERM \ LRNEST L. III &TSUZANNE P. s \ _ — U) 0 - -- 5 � y DOUCE E ,n ouH \ LOT 2 74 3Ki- 1 0 R=15' SMH ' o 2 ° �Z i 3 BUILDING 0.r� ENVELOPE HSE {19 AREA= `� \ 00 20,002 . S.F. 1 \ 20'W1DE SANITARY SEWER SMN a•` " r';` I . _..,. J _ 5f 1 SMH - S S SS - - - r- ` EASEMENT 11.d8' AREA= z a 2 I PROPOSED 24,202 S.F.t \ o'H PARCEL ,.A,. 20 20' WIDE STORM DRAINAGE I ' DRAINAGE EASEMENT _ - EASEMENT l / 111 w SiS I 241' E EASEMENT 4 1 \ <'. I PARCEL "A" TO BE COMBINE f r HSE#7 \ — r WITH LOT 1 ZE W LOT 1 ' LOT 2 LAND N/F zLo 1 EDMUND S. & DIANE C. i y SALVA J( ROP. f RC?r�D; f 1 Lfl � — ____-144-- 1 t AND N/F LLILNSQN -� AR A AREA l.fi ACRES GHEDI C.HARLLS A, <�v , U- AN 1. 1 3 / \ LOT 1 g ' (EXIST.) C J HSE r DRAINAGE PROPOSED PROPOSED f I�U� ✓ \EASEMENT / 20' W#DE DRAINAGE ONSTUUCT J SMH RI -RAP DRAINAGE `� STRUCTURE - WHEELCHAIR RAMPS HSE224 --'CONSTRUCT WHEELCHAIR RAMS rS EASEMENT. �� FLARED END 7- R=40 RIP RAP LEV-147.30' SIGHT DISTANCE L=60 — — — � -�`� — — — EASEMENT " Alroa GUY/WIRES _ un \ i INSTALL GRANITE CURB ON CURB RADIUS - - — ° (BOTH SIDES) U POLE _ '! 15&— w - r _ BERM GUARD RAIL J `l�f w EXIST. WATER 8" MAIN T MILL O+oo STREET EXIST. SMH - f E OF P VEMEN EDG _ PROPOSED RAIL le j❑---f� � , CATCH 'BASIN GUARD T p IF REQUIRED PROPERTY LINE SHOWN IS OWNED BY C & M BUILDERS AND REAL ESTATE, LLC, LEGEND ❑ ❑ EXISTING GUARD RAIL PROPOSED CENTERLINE GRADES 146 — EXISTING CONTOUR I R 0+00 = CL MILL ST. AND .CAPUA LANE (R.O.W.) ZONED, AGRICULTURAL U POLE EXISTING UTILITY POLE 0+20 - 154.3 ( EDGE PAVE. MILL STREET ) \ H.P. o V 0+44. 0 154. PRELIMINARY SUBDIVISION PLAN _ ._Y_-_�_.� ��_V_�_,Y.__Y-� EDGE OF WOODS 1+0 - 154.0202' 2+0 - 152.44' WETLANDS DELINEATION HAS BEEN APPROVED BY W WATER MAIN 3+0 - 150.86' AGAWAM CONSERVATION COMMISSION ON DEC. 2, 2004. FOR: l0 4+0 - 149.28' PROPOSED HYDRANT L.P. 0 4+45 - 148.58' t� OF �r� °F ���� C&M BUILDERS AND REAL ESTATE, LLC. °"" 0STORM DRAIN MANHOLE LfROY�G MAHr r 31 HILLCREST CIRCLE so SANITARY SEWER MANHOLE �Ic WESTFIELD, .MA. — DATE: SCALE:MA. O ss sANrrARY SEWER su v 1 -21 -2005 CHECKED: MES LRC .r ® RE : — — CATCH BASIN C.A.D. SHEET N0. V 2172005 T.J.A. 1 t: H.P. DRAINAGE HIGH POINT L.P- DRAINAGE LOW POINT - DoLoB —AN INC. SURVEYORS & R v' WESTFB.©, MASSACHUSETTS ENGINEERS )o�at�4�.r F ,i5v,_ i',+a :."�e�.+*' ,:a... -rw6. : __.r: .:•f .-a-w -. .- _... D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS January 21, 2005 Dennis Hopkins, Chairman Agawam Planning Board ,t 36 Main Street Agawam, MA 01001 , JAB! 2 9 RE: Preliminary Subdivision - "Capua Estates" FOR: C.& M Builders and Real Estate, LLC �� Dear Board Members: Enclosed please find the following information pertinent to the above referenced project. 1. Application Form "B" for preliminary approval and filing fee. (D.L. BEAN INC. check for$50.00) 2. Copy of Letter of Intent to City Clerk. 3. Attested copy of the deed to the property. 4. Statement of Interest. 5. Determination of Applicability. 6. Environmental Study. 7. Four blue line prints of preliminary plan. This information is submitted on behalf of our client, Carmine Capua. We would appreciate the opportunity to present this project at your earliest convenience. Thank you. Sin ly, D. an, Inc. -� Marc hute, Senior Vice President Enclosures DLB/ssc 'p� , �� 93 TOWN OF AGAWAM -�• - 36 MAEN STREET ACANVAM, MASSAC:HUSETTS 01001 Tel. 413-;S6-0400 ���AATEQ Form B APPLICATION FOR APPROVAL OF PRELIMINARY PLAN FILE ONE COMPLETED FORM WITH -&E PLANNING BOARD AND A -COPY WITH THE TOWN CLERK IN ACCORDANCE WITH REQUIREMENTS OF SECTION III-B Agawam January 21, 2005 To the Planning Board : The undersigned herewith submits the accompanying Preliminary Plan of property located in the Town of Agawam for approval as a subdivision under the requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land Of the Planning Hoard in the Town of Agawam, 1 . Name of Applicant C & M Builders and Real Estate, LLC Address 31 Hillcrest Circle Westfield 2. Name of Engineer or Surveyor D.L. Bean. Inc. Address 40 School Street - Westfield MA 3. Deed of Property Recorded in Hampden T Registry Book 14685 Page 49-51 4. Location and Description of Property: (Attached Sheet) . 5. A list of the documents included in this application shall accompany notice to the Town Clerk . Documents required to be submitted with this notice: a. Notarized statement of interest in the land. b. Environmental study. c . Plans d . Certified Copy of Deed Signature of owner�� Address 01a(fk Supplement Sheet - Preliminary Subdivision - "Capua Estates" Form "B" 4. Location: Property is located on the eastrely sideline of Mill Street. The property contains 4.3 acres and will be subdivided into 5 building lots. D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS January 21, 2005 Clerk's Office 36 Main Street Agawam, MA 01001 Dear Clerk: This is to serve notice that on this date we have filed a Preliminary Subdivision plan with the Planning Board. Enclosed is a Form "B" Application with pertinent details of location and owner. Sincere , D.L. et, Inc. Marc h. ute, Sr. V. President Enclosure DLB/ssc Bk 14685 Pg49 #111469 12-08-2004 @ 03 s 33p CONFIRMATORY AND CORRECTIVE DEED KNOW ALL MEN BY THESE PRESENTS that WE. DAVIA LEHN, under power of Conservatorship of Irene M. Lehn (Berlin District Probate-&urt No. 934198) of 7A/Dock, Waldo Point Harbor, Sausalito, Califomia and MILDRED DAINIAK, of 23 Una Road, Kenningston, Connecticut in consideration of Less than ONE HUNDRED DOLLARS grant to C & M BUILDERS AND REAL ESTATE, LLC, a Massachusetts limited liability Company with a usual place of business at 31 Hillcrest Circle,Westfield,Massachusetts with QUITCLAIM COVENANTS A certain parcel of land located on Mill Street, Agawam, Massachusetts being known as Remaining Land of Irene M. Lehn and Mildred Dalniak as shown on a plan entitled 'Subdivision of Property,Agawam, Massachusetts For (Owner)Irene M. Lehn Et.AI. 19 West End Avenue, New Britain, CT. Date: 5-28-2004 Rev. 6.3-2004 Scale: 1"=50' prepared by D.L. Bean, Inc. 40 School Street, Westfield, Massachusetts, Surveyors & Engineers which said Plan is recorded in the Hampden County Registry of Deeds Book cc d of Plans 333 , Page 70 . m 4 Said parcel of land containing 4.30 Acres. SUBJECT TO two(2)drainage easements as shown on said plan. z o Being part of the premises conveyed to the grantor herein by deed of Mae T. Buckley dated September 22, 1998 and recorded in the Hampden County Registry of Deeds In Book 3647, Page 387 and by deed of Davia Lehn,Trustee dated.December 2, 1997 and recorded as aforesaid in Book 10093. Page 238 and by deed of Nadeau Realty, a Inc, dated January 10, 1972 and recorded as aforesaid in Book 3658, Page 266 and by Corrective Deed of Davia Lehn, Trustee dated June 22, 2004 and recorded as aforesaid in Book 14301, Page 1. Meaning and intending to correct the conveyance of the premises by Davia Lehn, under power of Conservatorship of Irene M. Lehn (Berlin District Probate Court No. 93-0198), and Mildred Dainiak recorded in the Hampden County Registry of Deeds in Book 14301, Page 126, under the terms of which the name of the Grantee was incorrectly designated. A TRUE F'I R D E D I HAMMEN t;i►J;t-:LY OF DEEDS AND IT IS SO CERMI IED BOOK ~PAGE ATTEST: 4".4--ax 1/1' REGISTER Bk 14685 Pg 50 #111469 EXECUTED AS A SEALED INSTRUMENT THIS J* DAY OF 6° hk— . 2004 t � , fitness MIL PRED DAINI STATE OF CONNECTICUT , ss. , 2004 On this f day of 2004, before me, the undersigned notary public, personally appeared Mildtad Dainiak, proved to me through satisfactory evidence of Identification, which was &&jajo „-e , to be the person whose name Is signed on the preceding or attached document and acknowledged to me that helshe signed it voluntarily for its stated purpose. Notary 1914blic My commission expires: A TRUE pI'ivrU..:' 'V i�_vORDiD IN NAMPDt.14 t u",t.:iY [iwl4i3M OF DEEDS AND IT IS 80 CERTI;QED BOOK L 6�) PACE Nam ATTEST: REGISTER Bk 14685 Pg 51 #111469 EXECUTED AS A SEALED INSTRUMENT THIS 2(44 DAY OFF 2004 _ L --. ...__ _ Witness DAVIA LEHN, under power of Conservatorship of Irene M. Lehn STATE OF CALIFORNIA 6*41 ss. � Pp .2004 On this.2' '"`day of.SaWsw am, 2004, before me, the undersigned notary public, personally appeared Davia Lehn, p ved me through satisfactory evidence of identification, which was o be the person whose name is signed on the preceding or ched docume rt and acknowledged to me that he/she signed it voluntarily for Its stated purpose. Notary Public My commissbrvexpires: w a�w�e s.c►�ur� COM 0129120► Y/�E�las,lerwy 1r.l00� '+ REnW(IF 5 Illy fi:--ORWM IN HAMP EN t;!iUtITY R� +3TRY OF DEEDS AND IT I$ SO GER"TI re a LED BOOK 1 PAGE ATTEST: REGISTER Agawam �Planning Board STATEMENT OF INTEREST Date The petitioner hereby certifies that he is the owner of all lands contained within the description of the subject petition. Agawam Planning Hoard Case No.�. ' (Name) . 31 Hillcrest Circle /p Q � p,(/,�•`�`� � � l (Address). Westfield, MA 01085 COMMONWEALTH OF MASSACSUSETTS HAMPDEN ss Date 1/20/05 There personally appeared before me, on the above date, Carmine Capua to Ilse known to be , the person described in and who executed the foregoing document, My Commission Expires March 28 200 =p 8 Notar� public My commission expires . LitMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling out From: forms on the Agawam computer, use Conservation Commission only the tab key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Car_mineCapua _ return key. Name T Name 31 Hillcrest Circle Mailing Address Westfield MAT 01085 Cityrrown State Zip Code City/Town State Zip Code ieem 1. Title and Date(or Revised Date if applicable)of Final Plans and Other Documents: "Subdivision of PropeLtt,Agawam, Massachusetts 5-28-2004, rev. 6-3- Title 2004, rev. 11-9- for. Irene M. Lehn et.al! Title Date Title Date 2. Date Request Filed: November 15, 2004 B.' Determination Pursuant to the authority of M.G.L. c. 131, § 40,the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, and made the following Determination. Project Description (if applicable): eventual subdivision road, drainage and single family house construction on 4.3 acres of land Project Location: northeast side of Mill Sttreet Agawam Street Address City/Town 110 _ _ 1 Assessors Map/Plat Number Parcel[Lot Number wpaform2.doc-rev.12/1500 Page 1 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) The following Determination(s) islare applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent) has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s) is an area subject to protection under the Act. Removing,filling,dredging, or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate. Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ❑ 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3. The work described on referenced plan(s) and document(s)is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the fling of a Notice of Intent. ❑ 4. The work described on referenced plan(s) and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the fling of a Notice of Intent. ❑ 5. The area and/or work described on referenced plan(s)and document(s) is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name ordinance or Bylaw Citation wpaformldoc•rev.i 2H 900 Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request,the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ® 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. ❑ .3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but c will not alter an Area subject to protection under the Act. Wherefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). ® 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpaform2.doa•rev.t V15100 . Page 3 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 4 B. Determination (cunt.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatorytregulatory provisions) ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw_ Name ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery.on by certified mail, return receipt requested on _ December 13, 2004 Date Date This Determination is valid for three years from the date of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal,state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see Appendix A) and the property owner(if different from the applicant). h Signatures: -A is December 9 , 2004 Date WPA Fort 2 Page 4 of 5 Rav orlon Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands } WPA Form 2 — Determination of Applicability t Massachusetts Wetlands Protection•Act M.G.L. c. 131, §40 D.Appeals The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in'which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see Appendix A) to issue a Superseding Determination of Applicability.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and Fee Transmittal Form (see Appendix E: Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. WPA Forth 2 Pape 5 at 5 Rav IM0 ENVIRONMENTAL STUDY PRELIMINARY SUBDIVISION AGAWAM , MAS SAC H U S ETTS DEVELOPER: C&M BUILDERS AND REAL ESTATE, LLC. DESIGNER: D.L.BEAN, INC. Yrl L51 y rEALLLEO—GGA-DvR—T �{%Py ' Wes`MI4 4 Agawam m L IA p w',G ER l DR--a y 8 WA E - `� � P LA o e a Hs Feeding o a a Hills OR GRANGERES x trS Cat~ D A ST J l Q R1AL ti_Mf1A0 IAL ^' I GARD PARK LOINO V S v4� l ER E Sily r SHOEMAKER� s! N V U GARD � ,P Lak E R �f N MOUNT � ST AGAWAIM REG --S LVER_S 57 !NDPK Suffield Corner 8T ANIV '^3 :COUNTRY CLUB',' T fi. .' .r .. -<..J..Ye+S.n-...c.s-✓.kaz5l.n'"._. hr• y.. .. .. � r •mf' ENVIRONMENTAL STUDY Existing Conditions: Presently, the site containing approximately 4.3 acres, located on the easterly sideline of Mill Street and is wooded. The easterly property line abuts Family Lane Subdivision, the northerly property line abuts Route 57, and the westerly sideline abuts Mill Street. Mill Street has municipal sewer and municipal water. SCS Soil Maps indicate the site to contain Windsor Soils. Town Topographic Maps indicate the land sloping away from Mill Street and 80%of the land to be extremely flat. Proposed Development: This proposal shows the creation of a new proposed street which ends at a cul-de-sac. The length of the road is about 450+1- feet long. Five lots are proposed and all lots meet or exceed the minimum dimensions for an agricultural zone. Municipal services existing in Mill Street will be utilized for this project. The proposed storm drain system will be designed to collect the run-off through catch basins and drainage manholes, which will flow into a detention basin, and overflow into an existing swale which eventually flows to the northeast comer of the property. No historic structures nor archaeological important areas are apparent on this site. This proposal should create no adverse affects on the neighborhood nor the environment, and will allow the owner to develop homesites. Town of gawam 36 Main Street Agawam, Massachusetts 01001-1837 MP Tel. 413-786-0400 Fax 413-786-9927 ATE0 MEMO TO: Engineering Dept. FROM: Planning Board SUBJECT: Preliminary Plan - Capua Estates DATE: May 31, 2005 Please review the attached mylar of the Preliminary Plan for Capua Estates to be sure it is ready for the Board's signatures at their June 2°d meeting- Thank you. DSD:pre _l LA4L �S 7 2,Q MEMO TO: Engineering Dept. FROM: Planning Board SUBJECT: Preliminary Plan - Capua Estates DATE: May 31, 2005 Please review the attached mylar of the Preliminary Plan for Capua Estates to be sure it is ready for the Board's signatures at their June 2°d meeting. Thank you. DSD:pre 0 01:& 3y TowNoFAGAwAm - F r Iv SEC : INTER-OFFICE i zaa� o � �OMpy� WEMOR�lND UMPLAWMG To: Planning Board CC: JSP Land Development Services, D.L. Bcan Inc., J.P. Stone, File From: Engineering Division Date: May 18, 2005 Subject: Preliminary Plan Review- Capua Estates - Capua Lane C&M Builders& Real Estate LLC All previous preliminary plan review comments by Engineering were addressed except that for sight distance. The following includes the original comments and the current status of this item. Sight Distance/Intersection Aligon ent May 18, 2005 -NEW COMMENTS A meeting was held on May 4`t'between Engineering, the developer, his engineer,the developer's traffic analysis consultant JSP Land Development Services, and the developer's attorney. There was additional discussion about the use of the 500 ft intersection sight distance requirement. Additional information was submitted by JPP on the interpretation of intersection sight distance. I choose to make the more conservative interpretation that 500 ft. is the required sight distance as specified in AASHTO for this proposed intersection. A site visit was conducted by Engineering and JSP Land Development Services. A new report with additional information about the approach grade of Mill St was submitted to Engineering for review. i do not agree the conclusion that the impact on braking due to a grade of 2% may be utilized to reduce the intersection sight distance for the north bound approach. The AASHTO Exhibit 9-53. Adjustment Factors for Sight Distance Based on Approach Grade shows that no adjustment is allowed for approach grades between -3% and+3%. See attached report and AASHTO table. Based upon this,the developer must re-align this intersection in order to get the 500 ft sight distance for preliminary subdivision approval. This new alignment must bring a 50 ft. to 100 ft. segment to as close as possible to a 90 degree angle with Mill St. Also, please submit a plan which demonstrates the 500' intersection sight distance and the preliminary location of the sight distance easement within the parcel of#224 Mill St. During the definitive design, a sight distance easement must be secured by the developer from the owner of#224 Mill St. for the area required based upon the intersection location. The restriction of this sight distance easement is to prohibit obstructions between 2.5' and 10' in height within the easement. -1- OLD COMMENTS Feb. 7, 2005 Original Continent: Engineering is concerned that the proposed intersection location of Capua Lane and Mill St. does not provide adequate site distance. The bend in Mill St. and the setback of house 4224 Mill St. may be a limiting factors. We ask that the Applicant submit a site distance study for this area to DPW Engineering. Propose site distance easement layouts as required. The design speed must be based on the 85`'percentile speed found at this location, not the posted speed. Feb. 17, 2005 RESPONSE: A plan showing sight distance easements within Lots 1 and 2 was submitted. A sight distance report was completed by J.S.P. Land Development analyzing the Stopping Site Distance and Intersection Site Distance for the proposed intersection. The findings are currently under discussion. The location of the intersection may have to be shifted to the north from its current proposed location. This will impact the lots and the layout of the roadway. Also, a sight distance easement would be required for the front yard of#224 Mill St. based on the current intersection location. These changes could be addressed in the definitive subdivision approval process, if so desired by the Planning Board. March 17, 2005 Previous Comment: A speed study is being conducted by the developer at the appropriate location on Mill St. to determine the 85'h percentile speed for vehicles approaching the proposed intersection. The results have not yet been submitted to Engineering for review. This speed analysis will determine the required sight distance for the proposed intersection. The current layout is not appropriate when using an operational speed of 45 mph for traffic on Mill St. If the speed data indicates that the operational speed is lower than 45 mph, the sight triangle required will alter from the current analysis by Engineering. As stated previously. This may require the re-alignment of the proposed intersection. Potentially the number of lots in the subdivision may be reduced. Also, it is anticipated that as part of the definitive review, some sight distance easement will be required in front of the existing home at#224 Mill St, which is outside of the project area. March 31, 2005 Previous Comment: A speed study was conducted and the previous use of the 45 MPH design speed was confirmed by that study. The developer's traffic analysis by JPS Land Development Services has expressed the opinion that the use of a 430 feet sight distance is adequate for the north bound approach on Mill St. This is the sight distance required for right turn and cross movements. In my opinion, the use of the 500 feet sight distance for left turn movements from the proposed intersection should be utilized for both north bound and south bound approach analysis for this intersection. This is the prescribed sight distance requirement shown in the AASHTO manual. The manual does not distinguish between one leg of the approach versus the other in applying this standard to the left turn movement. A revised alignment for the proposed intersection was submitted by D.L. Bean Inc. this afternoon. It is attached. In my opinion this alignment is not appropriate. A better practice for the design of the layout of intersections, particularly to major roadways such as Mill St. is to have an approximately 100 foot -2- • 0 segment have a 90 degree angle to the major road. The new proposal shows an acute angle towards the north bound approach, which is the direction which will require sight distance easements to keep an appropriate sight distance available. Even with the revised alignment, a sight distance easement would be required for the front of#224 Mill St. with the 500 feet sight distance requirement. The Engineering Division reserves the right to comment on other concerns once new information is submitted. If you have any questions,please do not hesitate to contact our division. Sinc rely, f Geor anne J. Hoyman,F.E. lToo Engineer SAsubdivlcapua estateslmemoslpreliminary review_05.wpd -3- q a ' ro 0 ro n' b Metric US Customary Approach Approach oa grade Design speed km/h grade Design speed mph 20 30 40 50 60 70 80 90 100110 120130 1 (%) 15 20 25 30 35 40 45 50 55 60 65 70 75 80F -6 5 1-1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1-2 1.2 -6 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1-2 1.2 1.2 1-2 1.2 1.2 -5 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 -5 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1-2 1-2 1.2 1.2 -4 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 -4 1.0 1.0 1-0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 -3 to +3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 -3 to +3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 y +4 1.0 1-0 1.0 1.00.9 0.90.90.9 0.9 0.90.9 0.9 +4 1.01.01.01.01.00.90.90.90.90.90.90.90.90.9 +5 1.01.01.00.90.90.90.90.90.90.90.9 0.9 +5 1.01.01.00.90.90.90.90.90.90.90.90.90.90.9 L +6 1.01.00.90.90.90.90.90.90.90.90.9 0.9 +6 1-01.00.90.90.90.9_0.9_0.90.9�0.90.90.90.9_0.9� Note: Based on ratio of stopping sight distance on specified approach grade to stopping sight distance on level terrain. Exhibit 9-53. Adjustment Factors for Sight Distance Based on Approach Grade a �r< <- �O✓� � � I � v+1 e n n S +� a �v� vE � r �r J Copyright 200E AASHTO. All rights reserved. Duplication is a violation of applicable law. Nay 17 05 04: 01p i LRND DVLRMNT 4 040405 P. 2 J.S. PECHULIS/LAND DEVELOPMENT SERVICES, INC. • Site Design JSP • Peermitfing • Construction Management • Traft Malymis 181 Notre Dame Street Phone:413-564-0404 Mobile: 413-237-3718 Westfield, MA 01085 1=ax:413.564-0405 Email:jeff@jspids.com Memo To: Mark Shute Date: May 16, 2005 D.L. Bean, Inc. FMM: Jeff Pechulis Re: Capula Lane Sight Distance JSP Land Development On Monday May a Town Engineer George Anne Hoyeman and I conducted a sight distance field measurement and determined that the available decision sight distance as measured along the Mill Street edge of pavement from the original Capula Lane centerline is 468'. The recommended decision sight distance provided by AASHTO for typical conditions is 500' of travel distance by the approaching vehicles when side vehicles are making a left-turn. At the time of the measurement 0 was agreed that this measurement is to be adjusted according to specific field conditions and compared to the sight distance recommended by AASHTO. This edge of pavement line of sight distance translates to an available decision sight distance of 474' as measured along the centerline of Mitt Street (centerline measurements are attached). In addition, the vehicles approaching in the northbound direction are traveling against an uphill grade. This grade serves to benefit the decision sight distance as acceleration of vehicles exiting �� s0 r'i Ord the proposed site driveway are assisted by the grades along Mill Street. Likewise, the ,�,�5 ff To deceleration of vehicles in the northbound direction is also assisted by grades. Application of the applicable AASHTO equation for braking distance modification due to an el f-j approach grade of approximately 2% along the northbound approaching vehicles results in reduction of required sight distance of approximately 13'. Furthermore, review of the AASHTO 0i guidelines for acceleration along gradient roadways, the value of gap time penalties for 3% c,�f` roadways was applied as a positive adjustment to account for down-gradient of 3%within the first 50 feet along Mill Street south of the proposed site driveway_ The estimated reduction in required sight distance associated with the down grade benefit is approximately 15'. Calculations for s`3 ✓it�l A`s these adjustments are attached. The application of AASHTO recommended left-turn decision sight distance of 500' for vehicles „�►roe:c A approaching the proposed Capula Lane side street from the south has been adjusted to account for the grades along Mill Street. In total, the impact of the Mill Street grades on northbound approaching ,rz� talc vehicles and vehicles leaving the site driveway result in an estimated reduction of decision sight distance of 30' for an adjusted decision sight distance of 472'. Based on these adjustments, the I S lit ee measured decision sight distance of 474' satisfies the adjusted AASHTO recommended left-turn decision sight distance. These calculations apply to proposed driveway under the original alignment of Capula Lane. +I3 y Erg T i May 17 05 04: 01p J*LRND DVLPMNT 4 40405 p. 3 E j3 8 �= c • y o §a C Wy Oo'atrri € J g b s !R Z�A A l.. \ � 1 n 1 rr cr � I q2 - 4g 1° 0 lb $ pe3 uo�' i zi 1 I l ay � May 17 05 04: 01p J*LAND DVLPMNT 4 w 40405 p. 4 J.S. PECHULXS /LAND DEVELOPMENT SERVICES, INC. isp • Site Design • Permitting • Consfiucfion Management 0 Traffic Analysis _ 181 Notre Dame Street Phone:413.564-13404 Mobile:413-237-3718 Springfield,MA 01101 Fax:413-564-0405 Email:jeti@jsplds.cam Calculations Project: D.L. Bean, Inc. Date: May 16, 2005 Capula Lane Preformed by: Jeff Pechulis Re: Sight Distance Calculations PFFEcT t,-F CSrR+�DE o�•1 13,�f4}tl►+1E� 'ArST,hL$ Cd) A�s� v z mlaA &L C + Z. t '/,� 3 ° 32 4 . OZ I ., - zozs 3© ( . 35 � . oz► � �Z I A6 SI-4k1AJE 7D's77r1JLE DUE. 7b CRAOE 12. 5 May 17 05 04: 01pLAND OVLPMnT 40640405 p . 5 J.S. PECHULIS /LAND DEVELOPMENT SERVICES, INC. s Site oesign « PermitYi v isp 0 Construction Manager xy# Traflrc Analysis 181 Notre Dame Street Phone-413-564-0404 Mobile:413-237-3718 Springfield,MA 01101 Fax:413-564-UO5 Email:jett@�spid5.00m Calculations Project: D.L. Bean, Inc, pave: May 16, 2005 Capula Lane Preformed by: Jeff Pechulis Re: Sight Distance Calculations Qm vLA 9 5 1. 4t7 f P VS 7 5"-. 2 l J ISD /sue f�vE 7a C�r2rrcJ c = �,� �