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8037_MANNYS PLUMBING AND HEATING - TENNIS RD.
Mu�� nys � lur�b � a�n n cad AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: June 15, 1999 DATE RECEIVED: June 1, 1999 DISTRIBUTION DATE: June 1, 1999 PLANNING BOARD MEETING DATE: June 17, 1999 APPLICANT INFORMATION 1. Name of Business: Manny's Plumbing and Heating, Inc. Address: 11 Buckler Street, Springfield, MA 2. Owner: Nick Katsounakis, N and K Realty, L_L.P. Address: 283 Prospect Street, E. Longmeadow, MA Telephone: (413) 739-2687 3. Engineer: James Bright Address: 1142 Longmeadow Street, Longmeadow, MA Telephone: (413) 567-2240 PLAN REVIEW Scale: 1"=10' Date: May 27, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Renovations to existing Tennis Road building to house plumbing and heating contractor. Renovations include reroofing and installation of new electrical and mechanical systems. dk ! • Site Plan Review Page 2 Description of Site: Site is approximately 2.9 acres in size and contains a former tennis club. The building is metal and has sustained considerable vandalism over the years. Approximately a third of the site to the rear of the building will not be developed. There are no wetlands on the property. Provision for Traffic Flow: Applicant is proposing to use a 22'6" driveway on to Tennis Road for access. Parking: Nineteen (19) parking spaces are shown. The applicant also contends to have eight (8) interior spaces for the parking of the commercial vehicles. The parking guideline being used by the applicant is manufacturing which requires one (1) parking space for each 1.5 employees and one (1) for each vehicle used in connection with the business. The application indicates there are 20 employees (6 on-site, 14 off-site). The Board will have to decide whether the 8 spaces in the interior of the building can be used by the applicant in his calculation of spaces. Drainage: The site is over an acre in size and necessitates DPW approval for drainage. Public Utilities: O.K. Landscaping/Screening and Buffers: O.K. Sign Location: Not shown. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Not provided. Other Comments or Concerns: The Building Inspector has required that this application go to the Board of Appeals for use of the front overhead door. Loading and unloading is not allowed in the front of a building. The Fire Department requires that the building be sprinklered and that a fire hydrant be located within 100' of the Fire Department connection. TOWN OF AGAWAM MEMORANDUM � �1 0 MA To: Planning Board CC: John P. Stone, James Bright, File, VRK From: Engineering Date: December 2, 1999 Subject: Revised Site Plan - Manny's Plumbing & Heating - Tennis Road - SP 336 Per your request dated November 22, 1999 we have reviewed the revised site plan entitled, " Manny's Plumbing & Heating, 45 Tennis Road, Agawam, Massachusetts, by James Bright, Architect, dated May 27, 1999,-Revised December 2, 1999, scale 1" = 30' and 1" = 10'. " We have no comments. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincere! , ames T. Daley, .E. an K oy skis Town Engineer Civil n ineer I H:\ENGrNEER\SITEPLAN\Sp336—I.wpd • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 IN/lEiv10 TO: Engineering Department FROM: Planning Board DATE: November 22, 1999 SUBJECT: Revised Site Plan - Manny's Plumbing & Heating - Tennis Road Please review the attached Revised Site Plan for Mannv's Plumbing & Heating to be sure it is ready for the Board's signatures at their December 2"d meeting. Thank you. DSD:prk } MEMO TO: Engineering Department FROM: Planning Board DATE: November 22, 1999 SUBJECT: Revised Site Plan - Manny's Plumbing & Heating - Tennis Road Please review the attached Revised Site Plan for Manny's Plumbing& Heating to be sure it is ready for the Board's signatures at their December 2id meeting. Thank you. DSD:prk JAM ES B R I G HT . Architect 1142 Longmeadow St, Longmeadow, MA 01106 413-567-4317 November 22, 1999 James T. Daley, P.E. Town Engineer Agawam, MA RE: Manny's Plumbing and Heating, Tennis Road, Agawam, MA. Mr. Daley: In response to your June 23, 1999 letter to Nick Katsounakis concerning the above referenced building we have the following responses. From the June 23, 1999 letter: 1. The sign design shall be submitted to the Planning Board for its review. The sign design is included in the drawings as a 1/2"scale drawing and included on the front elevation of the building 2. All wall mounted lighting shall be fully shielded. Location of exterior wall mounted lighting is shown on both the lighting plan the elevations and a cut sheet of the fixture to be used is included with this letter. 3. Landscaping shall be shown along the proposed gravel driveway. Required landscaping is shown on the drawings. 4. The comments contained in the Engineering Department dated June 15, 1999 and attached, shall be addressed. (items#3, #8, #14 and#15 do not have to be addressed) Item 1 The site plan has been revised to show contours and spot grades. Item 2 The plans have been corrected to show 45 Tennis Rd. as the address. Item 4 Existing utilities will be used. There are no plans to change the existing utilities. Item 5 The location of a dumpster and its screening fence is shown on the enlarged site plan. 1rx` a /F ARCHITECTURE V ACCESS I BI LITY/ADA HISTORIC PRESERVATION 0 • Item 6 A Lighting Plan is included. Item 7 The sign is shown in the plans Item 9 A storm Drain Permit application is included. Item 10 There is no proposed curbing Item 11 A detail of the sidewalk is included. Existing grades allow the new sidewalk to be constructed at a slope of 1:20. Item 12 A detail of the parking lot is included. Item 13 The drawings have been revised to allow adequate turning radii for cars to exit parking spaces. Also included is a letter concerning storm water runoff from Analytical Engineering, Inc. If you have any questions please contact me. Sincerely James Bright < CAMSRIDGE UJ Rectilinear cutoff luminaire,with soft radius comers for parking areas,entrances, auto sales lots,office parks.schools,walkways,tennis courts,and parks. Features a Cast aluminum housing with soft radius a Extruded aluminum arm provided for pole come'rs,and extruded aluminum arm for side mount.Wall bracket and mast arm rigid aftachment to pole. fifter are cast aluminum. - Cast aluminum door with clear,flat 9 Metal Halide and High Pressure Sodium tempered glass tens,fully gasketed to lamp sizes up to 40Dw in medium housing, housing.Hinged door secured with two and 1000w in large housing. captive fasteners, e Socket is enclosed mogul porcelain, * Specular,anodized aluminum pulse rated,with spring loaded,nickel reflectors for horizontal lamp,provide plated center contact and reinforced lamp type III,IV,or VS.light panem,mounted grip screw shell.(Medium base for M100) with hinges and locking screws for easy a Ballast is CWA type,HPF,starting rated access to beliast�Optional POD lamp at-20'F. offers beam adjustability 0*-20*from - Polyester paint finish with choice of nadir.CE I I type IV reflector field 10 standard colors- rotatable in 90*increments. * 1.11,listed for wet locations,CSA certified, Ordering Information Order No. 0 0 0 0 0 0 Example CEI — PM — S400 — IV — 120 — CS — LTG * MO" 0 Reflector (D Options CEI (up to 400w) III- asymmetric PR- photo receptacle(less cell) CEII (400w-10ODw) IV- forward throw PC- photoelectric cell 120-277v,up to 40Dw VS- symmetric square SF- s�ngle fuse(120Y.277v,347y) * Mounting Mode POD- adjustable M4001PAR64 DF- double fuse(208v,240Y,480v) PM- arm mourt [amp(CEI only) QZ- quartz standby(D.C.bayonet base) std-6'arm for CEI SMH- super metal halide socket std-10"arm for CEII 0 Voltage VG- polycarbonate vandal guard WB- wall bracket 120 208 240 CS- house side cutoff shield MAF-mast arm fitter for 21'OD arm 277 347 480 MT-mulli-tap a Collor 0 Lamp Type/Watts DBZ- dark bronze FGP- forest green CEI SGB- black TBP- leai blue S100 (E-23J) M100 (E-17) SWT- white RBP- royal blue S150 (E-23J) M175 (E-28) BGE- beige CM8- burgundy S250 (E-18) M250 (E-28) RRN- rocketred LTG- lite gray 5400 (E-18) M400 (E-37) M400 (PAR64) CEII S400 (E-18) M400 (E-37) S1000 (E-25) M11000 (BT-56) Dimensions A Mast Arm Mount(MAF) Wall Mount(WB) B 0-1 A B_ C EPA Wt./Lbs. �C CEI 16' 21.75" 8.9- 1.6 37 Arm Mount(PM) ClEll 21' V 10* 2.9 82 6 SPAULDING Analytical Engineering, Inc. Consulting Engineers 49 South Street, Box 153,Granby,MA 01033, 413,467.3141 1 Broadway,Salisbury,MA 01952, 978.462.3662 • Structural and Applied Mechanics • Geotechnical • Environmental • Geohydrology • Earth Resources Mr. James Daly Chief Engineer Town of Agawam Town Ball Agawam,MA 0 100 1 12 November 1999 JB-2-99 Dear Mr.Daly: AEl has reviewed plans and specifications prepared by Architect James Bright of Longmeadow,MA concerning a proposed site modification as depicted on drawings entitled Site Plan-Proposed Manny's Plumbing and Heating, 35 Tennis Rs2asf, Agawam. MA. by Ames Bright-Architect.-Longmeadow. MA—dated 5-27-99, revimd 6-19-99. AE1 understands that the net increase in impervious area due to proposed paving operations within the affected drainage basin is limited to 13 (thirteen)square feet. Based on investigation of the site,review of probable soil types and review of The Aza►vam Code, SectiQn 175, AEI concludes that the proposed stormwater runoff quantity will not substantially differ from that of existing runoff and that modification of the existing stonnwater management system is not required. Please free feel to call me 141 with any questions regarding this matter. `��k OF WILLtAM ShtAHE�t+! a 0 CIVIL truly yours, A� 9 pQ 36292 Q 7 T �kw F � William A. Shaheen,Ph. ,K. 'NAL ti �ggg Vice President �QY cc: James Bright,Architect a � TOWN OF AGAWAM 36 MAIN STREET AGAWA. I. M.ASSACHUSETTS 01001 Tel. 413 86-0.100 June 23, 1999 Mck Katsounakis 283 Prospect Street East Longmeadow, MA L Dear Mr. Katsounakis: At its duly called held on June 17, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "Manny's Plumbing and Heating, 35Tennis Road, Agawam, Massachusetts" prepared by James Bright and dated May 27, 1999, revised June 17, 1999 with the following conditions: . r 1. The sign design shall be submitted to the Planning Board for its review. 2. All wall-mounted lighting shall be fully shielded. 3. Landscaping shall be shown along the proposed gravel driveway. 4. The comments contained in the Engineering Department dated June 15, 1999 and attached, shall be addressed. (Items#3, #8, 914-and 415 do not have to addressed) Please submit three (3) sets of the revised plans to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk J_ Bright Engineering Building File r. r TOWN OF AGAWAM MEMORANDUM � w yr, D MA To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: June 15, 1999 Subject: Site Plan - Manny's Plumbing & Heating - Tennis Road - SP 336 Per your request dated June 3, 1999 we have reviewed the site plan entitled, " Manny's Plumbing& Heating, 35 Tennis Road, Agawam, Massachusetts, by James Bright, Architect, dated May 27, 1999, scale 1" =20'," and we have the following comments: r 1.) The plan should include proposed contours and spot grades such as in the area where there is to be a proposed parking lot, new driveway and removal of existing parking area but not limited to these specific areas. 2.) The original address for this building is 45 Tennis Road and the submitted plan has an address of 35 Tennis Road. The address should remain as 45 Tennis Road. 3.) The site plan should be submitted on sheets that are 24" x 36" according to the Code of the Town of Agawam, Massachusetts, Section 180 - 13. 4.) The submitted plan shows that the existing utilities will be used for this site. If there are any changes during construction to the existing utilities our division will need to be notified and revisions to the plans should be implemented. 5.) If there is to be a dumptser on site, its location should be shown and it should be encompassed by a screening fence. 6.) The plan should include an exterior lighting plan. 7.) If there is to be a sign for this site, its location should be shown on the plan. 8.) We recommend that the plan be stamped by a Massachusetts Professional Engineer. 9.) A Storm Drain Permit will be required by the Department of Public Works. We do not expect Strom Drain Calculations to be submitted for an additional 13 square feet of impervious area from the parking area and 165 square feet from the proposed sidewalk but we are requesting the application to be filled out for this site. In the future, if any changes are going to be made to this site, such as substantial changes to the ground cover, we will request that calculations be submitted. 10.) If there is any proposed curbing for the existing or proposed parking area it should be labeled on the plan and a detail should be provided. 11.) A detail should be included for the proposed sidewalk. If the elevation of the sidewalk is higher than the parking lot a handicap ramp should be shown on the plan and a detail should be submitted conforming to the current AAB standards. 12.) A detail of the parking lot/typical section should be included on the plan. 13.) There is not adequate turning radii for cars to exit parking spaces, for example the two most western parking spaces (north and south of the aisle) in the proposed parking area and the eastern most parking space (south of the aisle) in the existing parking area. Turning areas should be added to each parking area. 14.) The eastern most driveway should be closed on Tennis Road. The driveway should be saw cut and curbing should be installed along the entrance. A plan of the proposal for this area with details should be submitted including existing and proposed contours. 15.) The proposed 12' driveway should be at least 24' wide for two-way traffic. The western driveway entering the lot has an opening of 22'6" it should be widened to at least 241 . If you have any questions, please do not hesitate to contact our division. Si rely, r qan y, /�a(mesT. ,P.E. c YTown Engineer ngineer I HAENGiNEEMS1TEPLAN\Sp336.wpd MEMO To: Planning Board From: Sergeant Donald Galleran S' Subject: Site Plan-Manny's Plumbing& Heating-Tennis rd.. Date: June 16, 1999 Roadway: Tennis Road is heavily traveled by commercial and commuter traffic. The majority of traffic travels west bound because of the Route 57 on ramp located off Tennis Road. Tennis Road is 32 feet wide. The east and west travel lanes are appr. 14 feet wide and both sides of the roadway have breakdown lanes that are appr. 2 feet wide. Visibility: Visibility is unobstructed and clear in both directions. Lighting: There are no street Iights present and there is no private lighting in the area. Traffic Controls:None present. Sidewalks: There is a sidewalk on the north side of Tennis Road and the same side as Manny's Plumbing and Heating. School Zones: Agawam High School and Perry Lane Nursery are within one mile of this location. Playgrounds: Agawam High School and Perry Lane Park are within one mile of this location. Parking: The parking as it is presented on this site plan is in compliance with the Town of Agawam handicap parking ordinance. Traffic Unit Impact Estimates:None provided. t TOWN OF AGAWAM MEMORANDUM �RgTE 0 tnA To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: June 15, 1999 Subject: Site Plan - Manny's Plumbing & Heating - Tennis Road - SP 336 Per your request dated June 3, 1999 we have reviewed the site plan entitled, " Manny's Plumbing& Heating, 35 Tennis Road, Agawam, Massachusetts, by James Bright, Architect, dated May 27, 1999, scale 1" =20'," and we have the following comments: 1.) The plan should include proposed contours and spot grades such as in the area where there is to be a proposed parking lot, new driveway and removal of existing parking area but not limited to these specific areas. 2.) The original address for this building is 45 Tennis Road and the submitted plan has an address of 35 Tennis Road. The address should remain as 45 Tennis Road. 3.) The site plan should be submitted on sheets that are 24" x 36" according to the Code of the Town of Agawam, Massachusetts, Section 180 - 13. 4.) The submitted plan shows that the existing utilities will be used for this site. If there are any changes during construction to the existing utilities our division will need to be notified and revisions to the plans should be implemented. 5.) If there is to be a dumptser on site, its location should be shown and it should be encompassed by a screening fence. 6.) The plan should include an exterior lighting plan. 7.) If there is to be a sign for this site, its location should be shown on the plan. 8.) We recommend that the plan be stamped by a Massachusetts Professional Engineer. 9.) A Storm Drain Permit will be required by the Department of Public Works. We do not expect Strom Drain Calculations to be submitted for an additional 13 square feet of impervious area from the parking area and 165 square feet from the proposed sidewalk but l we are requesting the application to be filled out for this site. In the future, if any changes are going to be made to this site, such as substantial changes to the ground cover, we will request that calculations be submitted. 14.) If there is any proposed curbing for the existing or proposed parking area it should be labeled on the plan and a detail should be provided. 11.) A detail should be included for the proposed sidewalk. If the elevation of the sidewalk is higher than the parking lot a handicap ramp should be shown on the plan and a detail should be submitted conforming to the current AAB standards. 12.) A detail of the parking lot/typical section should be included on the plan. 13.) There is not adequate turning radii for cars to exit parking spaces,for example the two most western parking spaces(north and south of the aisle) in the proposed parking area and the eastern most parking space (south of the aisle) in the existing parking area. Turning areas should be added to each parking area. 14.) The eastern most driveway should be closed on Tennis Road. The driveway should be saw cut and curbing should be installed along the entrance. A plan of the proposal for this area with details should be submitted including existing and proposed contours. 15.) The proposed 12' driveway should be at least 24' wide for two-way traffic. The western driveway entering the lot has an opening of 22'6" it should be widened to at least 24'. If you have any questions, please do not hesitate to contact our division. Si rely, S' ce y, es T. Daley, P.E. an ac Town Engineer Ci I Engineer I H:\ENGNEER\SITEPLAN\Sp336.wpd A TOWN OF AGAWAM �r i 36 )v[Alti STREET aGAtiti.AM, --kSSACHL`SETTS 01001 • Tel. 4134 T 86-0 400 � 1�a MEMO TO: Building Inspector, Engineering Dept., Police Dept., FW Dept. FROM: Planning Board DATE: June 1, 1999 SUBJECT: Site Plan - Manny's Plumbing& Heating - Tennis Road Please review and comment on the attached Site Plan for Manny's Plumbing and Heating on Tennis Road prior to the Board's June I r meeting. Thank you. AGAWAM FIRE DEPART APPROVAL DSD:prk DATE vitusd-- be. s � l -Yu.�p k V TOWN OF AGAWAM T +' .16 MAIw STREET AGAWA1�[, MASSACHUSETTS 01001 y Tel. 4134�86-0400 MEMO T0: Building Inspe lor, ngineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE. .tune 1, 1999 SUBJECT: Site Plan - Manny's Plumbing& Heating - Tennis Road Please review and comment on the attached Site Plan for Manny's Plumbing and Heating on Tennis Road prior to the Board's June 17`h meeting. Thank you. DSD:prk 4 d V�r 1 �Cla Duo r RECEIVED /f JUN l 1999 AGAWAM RUIL PIING DEPT. • 0 TOWN OF AGAWAM 36 MAIN STREET AGAWANI, MASSACHUSETTS 01001 y Tel. 413-;g6-0400 � M MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept, FROM: Planning Board DATE: June 1, 1999 SUBJECT: Site Plan - Manny's Plumbing& Heating - Tennis Road Please review and comment on the attached Site Plan for Manny's Plumbing and Heating on Tennis Road prior to the Board's June 17' meeting. Thank you. DSD:prk i� • • AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to.- Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. NameofBusiness Manny' s Plumbing and Heating, Inc. Address 11 Buckler St. Springfield, MA Nick Katsounakis 2. Name of Applicant/Owner Address 283 Prospect St . East Longmeadow, MA Telephone 413-739-2687 3. Name of Engineer/Architect James Bright Address 1142 Longmeadow St. Longmeadow, MA Telephone 413-567-2240 4. Please give a brief description of the proposed project: Minor renovation, reroofing and code compliance to an existing 32, 000 sq. ft. building. Includes new electrical and mechanical systems. !�• ae +. Revised 11/06/98 i . L� 1 To (lie Town of Agawam, Department of Public Works: The undersigned being the owner of the property located (eg: Owner, Lessee,Tenant,Intended Purchaser,etc.) at 45 Tennis Road does hereby request a permit to alter impervious cover (eg: Connect to, Alter, Increase Runoff to, or increase Impervious Cover of an area draining to) a storm drain, water course,channel or detention facility at I A plan of the property showing accurately all storm drains, water courses, channels or detention facilities now existing is attached hereunto as Exhibit"A". (Submit in Duplicate) 2. Plans and specifications covering any work proposed, including soil erosion and sedimentation control, to be performed under this permit is attached hereunto as Exhibit"B". (Submit in Duplicate) 3. Calculations determining existing and proposed storm water runoff, capacity of existing facilities impacted by the planned work and the design of detention facilities are attached hereunto as Exhibit "C". (Submit in Duplicate) 4. The name and address of the engineer or firm who prepared the calculation, design plans and specifications covered by this permit is: James Bright Architect 1-1142-Loi1gmeaciow St. Longmeadow, MA 5. The name and address of the person or firm who will perform the work covered by this permit is: Patsy Liquori 637 Cooper St Agawam, MA IN CQN51DERATION OF THE GRANTINQ QF.11115 PERMIT THE UNDERSIGNED &UREES: I To furnish any additional information relating to the installation of use of the storm drain for which this permit is sought as may be requested by the Superintendent. 2. To Accept and abide by all (lie rovisions of Section 175-1 through 175-59 inclusive of the Ordinances of the Town of Agawam and of alrother pertinent ordinance or regulations that may be adopted in the future. 3. To operate and juaintain any storni drain and detention facilities, as rnay be required as a condition of the storm drainage permit in an efficient inanner at all times, and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Works and his representatives in their inspection of storm drains, and any maintenance thereof. 5. To notify the Superintendent of Public Works immediately in the event of any accident negligence. or other occurrence that occasions discharge to the storni drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of tile rl*0W11 of Agawam. 6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the installation of the storm drain and related facility or connection. APPLICANT: Nick Katsounakis DATE- -9.-28-99 283 Prospect St. ADDRESS� rbaroot LQngmsadoxF M4 MAY 2 8 1999 CONDITIONS OF PERMIT: 4, APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: SUPERINTENDENT JA M E S , B R I G H T Architect 1142 Longmeadow St. Longmeadow, MAGI 106 413-567-4317 November 22, 1999 James T. Daley, P.E. Town Engineer Agawam, MA RE: Manny"s Plumbing and Heating,Tennis Road,Agawam, MA. Mr, Daley: In response to your June 23, 1999 letter to Nick Katsounakis concerning the above referenced building we have the following responses. From the June 23, 1999 letter. 1. The sign design shall be submitted to the Planing Board for its review. The sign design is included in the drawings as a 1/2" scale drawing and included on the front elevation of the building 2. All wall mounted lighting shall be fully shielded. Location of exterior wall mounted lighting is shown on both the lighting plan the elevations and a cut sheet of the fixture-to be used is included with this letter. 3. Landscaping shall be shown along the proposed gravel driveway. Required landscaping is shown on the drawings. 4. The comments contained in the Engineering Department dated June 15, 1999 and attached, shall be addressed. (Items#3,#6, #14 and#15 do not have to be addressed) Item 1 The site plan has been revised to show contours and spot grades. Item 2 The plans have been corrected to show 45 Tennis Rd. as the address. Item 4 Existing utilities will be used. There are no plans to change the existing utilities. Item 5 The location of a dumpster and its screening fence is shown on the enlarged site plan. ARCHITECTURE ACCESS 191LITY/ADA HISTORIC PRESERVATION Item& A Lighting Flan is included. Item 7 The sign is shown in the plans Item 9 A storm Drain Permit application is included. Item 10 There is no proposed curbing Item 11 A detail of the sidewalk is included. Existing grades allow the new sidewalk to be constructed at a slope of 1:20. Item 12 A detail of the parking lot is included. Item 13 The drawings have been revised to allow adequate turning radii for cars to exit parking spaces. Also included Is a letter concerning storm water runoff from Analytical Engineering, Inc. If you have any questions please contact me. Sincerely James Bright -CAMBAIDGE Rectilinear cutoff lumin8iTe.with soft radius comers for parking areas, entrances, auto sales�cts,office parks,schools,walkways,tennis courts,and parks. Features * Cast aluminum housing with soft radjLS . Ex�ruded Ourninum arm provided for pole corners,and extruded aluminum afm for side mount.Wall bracket and mast arm rigid attachment to pole. finer are cast aium�num. * Cast aluminum door with clear.flat - Metal Hal�de and High Pressure Sodium tempered glass'OnSr fully gasketed to lamp sizes up tc 400w in medium housing, housing,Hinged door secured with two and 1000w�n large housing. captive(asteriefs. - Socket is enclosed mogul porcelain, - SpecOar,anodized aluminum pulse rated,with spring loaded,nickel (eRectors for horizontal lamp,provide plated center contact and reinforced lamp type III,N,or VS light pattern.mounted ghp screw shell. (Medium base for M100) with hinges and locking screws to(easy * Ballast is CWA type,HPF,starting rated access to ballast. OptiDnal POO lamp at-20'F. offers beam adjustabitily 0'-20*from a Polyes(er paint finish with choice of nadir.CEII type IV reflector field 10 standard colors. rotatable in 90'increments. * U1.listed for wet locations,CSA certified, Ordering Information Order No. 0 0 0 a 6) 0 0 Example CEII - PM S400 - IV - 120 - CS - LTG 0 Model 0 Reflector a Options CEI (up to 400w) III- asymmetric PR- photo receptacle(less cell) CE11 (400w-1000w) IV- forward throw PC- 13holoelectric cell 120-277v,ip lo 400w VS- symmetric square SIP- single fuse 1120v.277V.347v) 0 Mounting Mods POD- adjustable M4001PAR64 DF. double fuse(208v.240v,480y) PM- arm mount lamp(CEI only) QZ- quartz standby(D.C. bayonet base) std-6'arm to-CEI SMH- super metal halide socket std-10'arm for CEII ID Voltage VG- polycarbonate vandal guard W8- wall bracket 120 208 240 CS- house side cu:off shield MAF-mast arm Ner for 21'OD arm 277 347 480 MT-mutti-tap 0 color (D Lamp Typo/Watts 08Z- dark bronze FGP- loresl green =1 SGB- biack TBP- teal blue S100 (E-23J) M130 (E-17) SWT- white RBP- royal blue S150 (E-23J) M175 (E-28) SGE- beige CMS- burgundy S250 (E-18) M250 (E-28) RRN , rocke I red LTG- Me gfay S400 (E-18) M400 (E-37) M400 (PAR64) Q21 $400 (E-18l M400 (E-37) S1000 (E-25) M1000 (OT-56) Dimensions A Wall Mouril ps) Masi Arm Mount(MAF) A 6 C EPA WUI_bs�] _ic CEI 16" 21.75" 8,91 1.6 37 Arm Mount(PM) CEII 2V 30- 10' 2,9 82_ 6 SPAULDING Nov 113-99 15: 10 GMT AEI P .01 Analytical Engineering, Inc. Corrsult#n Err ineer3 49 South Street, Boer 153,Granby,MA 01033, 413. 73141 1 Broadway,Salisbury,MA 01952-, 978.462.3 2 • knwwnd and Applied Meehaniu • GeotmhaLed • Eavi tal • c;�o�rar�lagr • Imh Raauroa Mr. James Daly Chief P,n&eer Town of Agawam Town Hall Agawam,MA 01001 12 November 1999 JB-2.99 Dear Mr.Daly: AEl has reviewed plans and specifications prepared by Architect Jamcs Bright of ngrncadow,MA coneeming a proposed site modification u depicted on drawings entitled Si&Uan-PfvWcd nqXs' it A1;1 understands that the net increase in itnperrioun area due to proposed paving rations within the affected drainage basin is Wx; ilcd to 13(thirtct-n)square feet. Elated on investigation of the site,review of probable soil types and review of AE1 concludes tint the proposed stormwater runoff quantily will not substantially CT frorn that of existing runoff and that modification of the existing stormwater management system is not iced. Please free feel to call me 141 with any questions regarding this no ZN OF x WiLLIARII A. SHAH EN GIVfI y truly yours, + 4 Ha 36292 - �s rtAt. William A. Shaheen,p 0 INS vice President r rj� cc:Jambs Bright, Architect 39B-1 P Sand Drift PASTEL BASE-J QUART GALLON AXX-3112 AXX-14 B-+12 B-2 L-16 L-Y16 39B-2T Glacier Gray WHITE BASE-AB QUART GALLON AXX-8 AXX-32 L-27 L-2Y12 39B-3D Deep Twilight WHITE BASE-AB QUART GALLON B-17112 B-Y22 C-28112 C-2Y18 F-1112 F-6 KX-25 112 KX-2Y6 398-4 D Pepper DEEPTONE BASE-D QUART GALLON AXX-7 AXX-28 L-Y7112 L-4Y30 T 3112 T 14 `t" ACE NO.93963 JOB n l - LOG # Lt U Pox #- ---- DOCUMENT#— PAGE # 4 150 160 170 0) MANNY'S PLUMBING AND HEATING TENNIS ROAD 'a Ito AGAWAM, MA C*j ZONING CHAPTER I W FROM THE CODE OF THE TOWN OF AGAWAM ARTICLE IX BUSINESS B D181PJCTS PERMITTED USES OFFICES,WAREHOUSING .0 > REQUIRED PROVIDED HEIGHT REGULATIONS: EXISTING SETBACKS:REAR YARD w 1w SIDE YARD,EAZr 10, 17.01 SIDE YARD,WEST IV w LOT COVERAGE 50%MAX 22% LOT AREA 10,000 SQ.FT.MIN. 126,617 SQ.Fr. fl LOT FRONTAGE 101Y MIN. 301' NEW GRAVEL DRIVE PARKING REQUIREMENTS 20 EMPLOYEES 14 SPACES 6 EMPLOYEES ON SITE —3,020 80. FT. NEW ASPHALT 14 EMPLOYEES OFF SITE 8 COMMERCIAL VEHICLES OSPACES FIRS HYDRANT EXISTING ASPHALT TO RE N TOTAL 22SPACES 19 SPACES OUTSIDE 93.75\TO CORNEfK 8 SPACES INSIDE OF BLqLDING I MASSACHUSETTS STATE BUILDING CODE PREVIOUS USE GROUP: A-3 HAZARD INDEX:4 PROPOSED USE GROUP:B HAZARD INDEX:2 3,907 SO. FT. ASPHALT T S-1 HAZARD INDEX*3 . . . . . . . . BE REMOVED . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .S. fARKING SPACE . . . . . . . . . . . . . . . . . . . . . . . . . . . FI E HYDRANT 1 ' TO CORNER . . . . .. BUILDING . . . . . . . . . . ..... .... ........ ............... . . . . . . . . . . . . . . . . . . . . . . . . . . ..................11............................. r\ . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ...... ...... .......... . . . . . . I...................... ....... ............... . . . ................ ........ ........ .. .................... ................. 10 PARKING SPACES . ............................... ................................................ ................ ....................I......................... .......... .......... ........................ ........ . . . . . . .... ...... .... ....... . .. ..... .............. ......... ........... .. ..... ............................... ........... .................... .. . . . . . ...... .......... VR . . . . . . . . 07 ........................................................... ...... .... ............ .................................................................. ................................................................... ........................................................ ............................................................. . .......... ........6... . ...............**......... ....... ....... ......... .............................. ......................... ....... ....... ................................ .. ............... .............. ....*...... .............. ......................................... .......6.............,.,.......... -.:: .....................I..... ... ... .............. . .......... ..................................... ..—.... ..... ........................................................................................................... .. .... .. ............................................................................... ........... ..... ............. ....................................... ............. ........ . ........ ........ ....... ...... L--------------------------i .......................... ......... .................................................................................. ......................................................................... ................................................................................................................................................................4...................... ................ BUILDING FOOTPRINT= 27,761 '§d* FT .......................................................................................................................................4......................................... ....................... .. . ..... . ..............................................I............................................................................ ...................... ............. ........ ................ .......... 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EXISTING ASPHAVT ON LAND OWNED U) ..........................6....... ............. ............................. ........ ................................... ..................................... ....... ............ ........ ............... ................................ . ......... ....***... ..... .. .............. .............. ......... .................... . .. ............... ............4..**.....****'****................................................... W ...... .................................... .. ....... BY OTHERS .......................... ..... .......... . ................................ LLI ............... .................................................. ....... ....... ....................................... ............................................................................................ ..... ............................ I..........................................I.......................... .......... ............................ .................... ... ......... ........... .....4:�:�:�:�:�:�::- 1 0 ............. .................................. .................................................. .......... ............... ........ ....... ... ......... ... ...... ...... .. .......... .......... ......................... -........................... ....4.................. .................... ........ ....... ....................I............I....................................... C.B ......... .. . ........ ........... ............... ................. ....... ....... ....... ................. 06 ..... ....................... .................... .... ...................... ................ ..................................I.................. ... ..............I.................. C/) . . ......... .. ......... E "A U) 166W ............... 12- C P! ER ND F AGAWAM Z 0 T T R ErA EONVESTORS INC. Z Lu Lo AREA 2.9067 ACRES VASPHALT SIDEWALK Illy 126,617 SQ. FT. No 5908 T UNI OTHER LAND OF AGAWAM 81,si REAL ESTATE INVESTORS INC. ��064felvrl z 0 "floo, INFORMATION THIS SHEET TAKEN FROM THE PLAN PREPARED BY JOHN K.SOMERS,DATED DECEMBER 29, 1998 AND RECORDED JANUARY 8, 1 ON BK 311 PG 13. TOPOGRAPHY TAKEN FROM WETLANDS MAP,TENNIS ROAD w > SUBDIVISION PREPARED BY PAINE AND COMPANY,LANDSCAPE ARCHITECTS,WESTFIELD,MA- cc Cl) VM PLAN APPRINAL 0 all-ma t: F4 a. X u)() OWE AGAWAM PLANNING SOARO a: C.) It < �R CQ 97 (0 N/F CASSIDY BOOK 3009 PAGE 526 Uj 0<04N < IN MENCO a (D LO < MT� 92m;01 LL NORTH A � l SITE PLAN (E) 1999 JAMES BRIGHT 30 ' Architect PROJECT NO.:9905 Tr T T, Co 10 51.) -6 (D IN mm _�e .0 0 Cl) R 11 NORTH ELEVATION 1 /8 1 0 T T_"" '7-' 1 J 'T ai�,J4 LT L Lj. 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PARKING REQUIREMENTS 20 EMPLOYEES 14SPACES 6 FEMPLOYPES ON SITU 14 EMPLOYEES OFF SITE 8 COMMERCIAL VEHICLES 8 SPACES TOTAL 22SPACES 19 SPACES OUTSIDE 8 SPACES INSIDE MASSACHUSETTS STATE BUILDING CODE PREVIOUS USE GROUP: A-3 HAZARD INDEX:4 NEW GRAVEL DRIVE PROPOSED USE GROUP:8 HAZARD INDEX:2 S-1 HAZARD INDEX:3 3,920 SQ. Fr. NEW ASPHALT \7' FR HYDRANT I E)USTING ASPHALT TO RE N 93.7 TO CORN OFB ILDING 71 3,907 SO. Fr.AsPHALLT T BE REMOVED . . . . . . . . . . . . . . 9 KING SPACES FIRE HYDRANT . . . . . . . . . . . M'TO CORNER OF BUILDING . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 10 PARKING SPACES . . . . . . .. . . . . . . . . .. ...... . . . . . . . . . . . . .. . . .. . . . . . . . . . . .. . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ... . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . .. . . . .. . .. . . . . . . .. . . ... . . . . . I . . . . . . . . . . . . . . . . . .. . . . .. . . . . . ... . . .. .. . . . . ... . . . . . . . . . . . .. .. . . . . . . . . . . . .. . . . . . . . . . ... . . . . . . . .. . . . .. . . . .. . . . .. . . .. . . . ... . .. . . . . . . . . . . . . . . I — . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . .. ..... . .. . . . . . . . . . . . . .. . . . .. . . . ... . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . .. . . . ... . . . . .. .. . . . . . . . . . . . . .. .. . .. . . . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . .. . . . .. . . . . . . . . .. .. . . . . . . . .. . .. . . . . .. . . .. . . .. . . ... . . . . . . . . . . .. . . . . .. . . 11 . . . .. .. . . ... . . . . .. . .. . .. . . . ... . JNT=27,761 SQ.Fr. . . . . . .. BUILDING FOOTIPP . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ... . . . . . . . . . . . .. . . . . . . . . . . ... . 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"li CD .. . . . . . . .. . . . . . . . . . . . . . . . . .. . . . .. . . . .. . . .. . ... . . ... . . . . . . . . . . . .. . . . .. . . . . . . . . .. . . . . . . . .. . . .. . . . . . . . . . ....... . . . . . . . ..... ... . . . .. .. . . . ... . . . . . . . . . . . . . . . . . . . EXISTING ASPHAI�T ON LAND OWNED LLI . .. . . . . BY OTHERS . .. . . . . . ... . . . .. SITE PLAN APPROVAL 1: < co .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . I . . . . . . . . . AGAWAM PLANNING BOARD . . . . . . . . . . . .. . . 0 C.B.r ....... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . C/) I doNr.-PIPE P CEL"A7 Cn z . U) OT ER LAND OF AGAWAM z < J R ESTATE INVESTORS INC. LLJ AREA 2.9067 ACRES 126,617 SQ. FT. FASPHALT SIDEWALK Lo -.X ISO, OTHER LAND OF AGAWAM No 5908 NORW�11N 3 CO REAL ESTATE INVESTORS INC. g600, (fo z 0 INFORMATION THIS SHEET TAKEN FROM THE PLAN PREPARED BY JOHN K.SOMERS,DATED DECEMBER 29, 1908 AND RECORDED JANUARY 8, 1999 BK 311 PG 13. TOPOGRAPHY TAKEN FROM WETLANDS MAP,TENNIS ROAD w > SUBDIVISION PREPARED BY PAINE AND COMPANY, LANDSCAPE ARCHITECTS,WESTFIELD.MAL Ir NIF CASSIDY mr m w U) BOOK 3009 C-) Lu w Ir PAGE 5213 Fh (L Cj W tr 0 cc (1) w Lu O<CJN Molnn (Do co . z6L?M < SEC,)— C'jal mm) U. NORTH N SITE PLAN 1999 JAMES BRIGHT Architect 30 PROJECT NO.;site plan L--------- 7 -2n C) Too-, ZO ;00 6) a m z Lu Am T > ZIM m z 1.0 -n C2 OR m m Cl) 0 m d; -ou z Q m 0 co M ;I'- � Um CO) M m X mc) m mz S -n'z' z z T, 7% 10 -n 0 K Z m rrl M m Z Z m 0 ;u M nz- j M m 0 z M z > cc) C/) FT1 —u F- 0 CD QD >; & X 02 ;K z 0 m -n 0) 0 0 t CO) 10 A/ 01 t C C* z m rj) Cl) 0 co X cz�j co > m 02 Cb C� co ha 0 m cl) -n 0 X m C x rly CD m CD m m z 0 m PROpe, - - - - - - - - - - - - - - 0 X 0 JAMES BRIGHT MANNY'S C- I m W C- A r c h i t e c t z > drawn: JB date: 5-27-99 0 K PLUMBING & HEATING % > m " in W W; 0 co checked: scale: 1142 LONGMEADOW ST. ARCHITECTURE 'a 0 C) 35 TENNIS ROAD revisions: 6-17-99 LONGMEADOW MA 01106 ACCESSIBILITY/ADA 413 - 567 - 2240 HISTORIC PRESERVATION FAX 4 13 - 5 6 7- 7 8 0 9 1 1 1 1 AGAWAM, MASSACHUSETTS \ . . � . 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NORTH � 1\ - ................4.............. \ ---1 �� N, / BUSINESS B Dis-rFiKj----_ K -� � � ................ / INFORMATION THIS SHEET TAKEN FROM THE PLAN PREPARED BY JOHN K.SOMERS,DATED DECEMBER 29, 1998 11 �\1� '� / -- ,- � � ... . \ AND RECORDED JANUARY 8, 1999 BK 311 PG 13. TOPOGRAPHY TAKEN FROM WETLANDS MAP,TENNIS ROAD 11 N, ) -- --- � - � - � - 7"'-�� SUBDIVISION PREPARED BY PAINE AND COMPANY,LANDSCAPE ARCHITECTS,WESTFIELD,MA. '��' '�' / ---- --I- ) --� A� l A �' �-\ \ � �� �' I \�\ 1�1� �' / --�----'- '� - - - � - - - --� � � --� "� �' ./ - --- ------\ ----1� �' �'�� I \ Architect L-� \ � /1' I I PROJECT NO.:a I . I NEW LIGHT FIXTURE NEW LIGHT FIXTURE NEW LIGHT FIXTURE NEW LIGHT FIXTURE NEW LIGHT FIXTURE NEW LIGHT FIXTURE M A N N Y ' MECHANICAL CONTRACTORS � PLUMBING & HEATIN I � � N � N N m Co -) "a Co 3 O'Cn a� NORTH ELEVATION 1 /8 " = 1 ' -0" _ �� 'T- -' _ �' • 1 '-1" r. ZI t Ljh. 1 Ir1. _ l l r. iT Z Z r_i 1 I �. _ T 1_LL Lt.. �. _ ___L. .L Li L T—T ij ` :1 —t. I _ � Tt1Tt f T _L .r.-�. 1 r ,J_ _ _ _ _ , _- _� T4T.Lr _�L(L�. t7�f _i 1_ � i T r`r`T'l_L I_ r'-r �4 T` '� i- T � 1 VZ, T � T i r r T i T I 7 L� NEW LIGHT FIXTURE U) W Q N O Q � Z Z 06 CD Z Z 11 n u 11 11 11 11 11 11 1� 11 1 - Z � � Q E)_ a EAST ELEVATION WEST ELEVATION e No, 590E TON .un sa¢ Z � cED Fa cc � Xld��w 2XAiL V cc Cl ^^'' a<o W I x m ,~ N u�3 � o a oW�"' 0 4Z.1�J LL -LL A � 2 SOUTH ELEVATION ® 1999 JAMES BRIGHT 1 /8 „ — 1 ' - 0„ Architect PROJECT NO.:9905 1 • • �� 1 PYRUS CALLERYANA BRADFORD PEAR r CAL 0) co Lf) [ 7 J 8 N 10 8 -- '04 10 Q CORNUS KOUSA JAPANESE DOGWOOD T-S' ' _ N (D 0 • • 1 i 3 ACER PLATANOIDES CRIMSON KNG MAPLE 2"CAL. '0 V •� a 7 . � ' � 4 PRUNUS SUB.PENDULA WEEPING CHERRY B'DRAFT 7 0 4 Q e 9 a . 0 _ . _ � TAXU$CAPITATA UPRIGHT YEW 3-112-4' �+ JUNIPERUS CHINENSIS OLD GOLD JUNIPER 3 GAL. O 2 BERBERIS THUNBERGI CRIMSON PYGMY 2 GAL. `+ O EUONUMUS FORTUNEI EMERALD GAIETY 2 GAL. 10 12 13 .'.'.':.•:.'.•.'.'.'.•., . vj JUNIPERUS HORIZONTALIS BAR HARBOR 3 GAL... . . . ..... . . . . .. . . . . .•. . . . 13 . . . . . . . . . . . . . . . . . . . . . RHODODENDRON P.J.M. P.J.M. 12 . . .' . . . . . . . . . . . .......•...•. . . . .•.•.•.•.•.•.•.•. . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 ..•.•.•.•.•.,.,.,.,.•.•..... . . . . . . . ...•.,.,.•. . . . 11 _. . . .•.•. .".•. .'.'.'.'.'.'.'.'. ..'.'.' O RHODODENDRON LGE.LEAF PINK AND WHITE 7-3' Q . . . . . . . . . . • ..'.'. .'.. .'.'.• . . . . . . . . . . . . . . . . 5 . . . . . . . . . . . •• : • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • 1 JUNIPERUS SCOPULORUM WITICHA BLUE 3'-4' •.'.'.'.' •. '." '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . .".-. . 13 . . .,.,.•.•...•...• - • - - - •.•...•...,...,.•.,.,.,.•.•.,. . . . .•.•.....,. . 1 ILEX CRENATA CONVEXA JAPANESE HOLLY 3 GAL. . . . . .......... S 1 THUJA OCC.wSMARAGD' EMERALD GREEN ARBORVITAE 4',6' . . . . . . . . . . . . .. . . . . . . . . . . . . .• • , . . • . AZALEA EVERGREEN•PURPLE 9 GAL. . . . • . . . • • . • • . 1 AZALEA EVERGREEN WHITE 3 GAL RED STONE AREA . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. , , , • . . -• ��.. 10 t3 ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING THE z 12 PARCEL AND INCLUDING THE TREESELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE 13 CONDITION BY THE OWNER OF THE PARCEL G 13 W W 12 13 11 O G 12 L) 13 Q 00 CO C/) 10 •� Z Q � Z � Oa Z 2 Z :.; W Z � � � Q j LO 1 1 No. 590E 1 � ftj 2/ z a o o ' awl o ¢} � • UJw .1 4—A � Fna Lu aa� 1 � / CD N r O WL 3oq*ao 1 Q S�C `' f 2Q`- CD� 1 O0r`"'� �0 T J LL 1 f LANDSCAPE PLAN 1 = 10 1 © 1999 JADES BRIGHT Architect PROJECT NO.: site landscape i N N Cz / NFL,�? W/ ` � -a � / °E GRAVES°RIVFwAY \ / N . A � Q New �2'W/pEgSPygLT p \ • � w COj,C S/p RIVFWAV \ �. _ ® / O � CONC S/ A goo °Ew�K A A /If 1 o AT / o ; NEW UTILITY POLE W/TRANSFORMER If If o ' / j ? A It j J o wQLu = = LIGHTING SCHEDULE / O� 0 Q A CAMBRIDGE CEII WB IV 120 PC SGB (A Z/ �A B EXISTING RECESSED FIXTURES IN SOFFITS �/g� ► V—� Q RE/ M Z A / Z IW- / Q J L O/ / e fo j M a: ItUAW 12 12 a — U cc00 / QQo / m A LIGHTING PLAN W VLu T Q N RESIDENCE A-3 DISTRICT 201°Lo / Q Z�L?M 9.5m- N(DTt/ a0 r� LL / /. NORTH * A � 4 / © 1999 JAMES BRIGHT Architect PROJECT NO.:9905 „ �—I/4' WIDE CONCRETE EXPANSION JOINT- PROVIDE 1/8' DIAMETER RADIU INSTALL COMPRESSIBLE EXPANSION JOINT 481 WIDE CONCRETE SIDEWALK AT EACH SIDE FILLER 3/4' PVC PIPE SET INTO CONCRETE j120 DIAMETER X 12' LONG DEFORMED DOWEL PROVIDE EXCAVATION AS 48' WIDE X 4' THICK AT 18' ON CENTER AT 18' ON CENTER V DENSE MIX TOP REQUIRED TO INSTALL 3000 PSI CONCRETE COURSE COMPACTED GRAVEL BASE SIDEWALK WITH 66/W2,9XW2,9 COMPACTED GRAVEL BASE TYPICAL 4' THICK CONCRETE SIDEWALK AND CONCRETE SIDEWALK WELDED WIRE MESH REINF. (PROVIDE NON-SLIP BROOM 2' BINDER COURSE PROVIDE BACKFILLING— FINISH) 4' DENSE GRADED AND SEEDING AS STONE; MASS, SPEC. REQUIRED TO MATCH 8' DEEP COMPACTED GRAVEL M2.0i.7, TO 95% DRY TYPICAL CONCRETE SAWCUT CONTROL EXISTING BASE N]I I � 1/4' SCORE LINE JOINT AT 48' ON COMPACTION CENTER - PROVIDE 1/8' DIAMETER COMPACTED SUB-GRADE j All ' 8' GRAVELi MASS, RADIUS EACH SIDE — A u SPEC, M1,010-A, TO q-) 0. 0 pp 01 CO T Ni- 0 0 cc wo 0' L YPICAL CONCRETE SIDEWALK _Il 90% DRY (D >qC0w —BE I COMPACTION, 00 //7 41%) -a ...........- ).CCK Cu 0 ME �l :::; ........... 0 ........ ..... ............ .... ....... ........... .. ... .... .......... .............. ..... ... ............... ................. ..... . .................... .. . ..... ....4....4......... ...............4....... ................................... NOTE, SEE DETAILS B/ A-3 NOTE, SEE DETAILS A/A-3 ...4.................... & C/A-3 FOR SIDEWALK DETAILS & C/A-3 FOR SIDEWALK DETAILS .. CO NOTE: SEE DETAILS A/A-3 a 32 .2 & B/A-3 FOR SIDEWALK DETAILS 1: 0 V) cli OD '—> TYPICAL CONCRETE SIDEVALK DETAIL (�B�TYPICAL CONC. EXPANSION JOINT DETAIL NEW BITUMINOUS CONCRETE PAVING (__D_-� TYPICAL CONC. CONTROL JOINT DETAIL SCALE: 3/4' V-0' �5 SCALE: 3' V-00 SCALE I' = it ow \\,�5 SCALE: 6' = V-0' NEW 12'WIDE ASPHALT DRIVEWAY 153.4754 rg. NEW CONC. SIDEWALK DN +161”(--u 5147 EXISTING CONC. SIDEWALK +153.9 53.7 SLOPE 1:20 z EXISTING T.O.WALL UP W tK +152 D 0 Lu Lu . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 06 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+1522. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . qq < - - - - - - - - - - NEW SIDEWALK PLAN No, 5908 1 Ili 10 , TON z 0 Lu EXISTING CONC.SIDEWALK cc 8 2 rr (L EXISTING CONC. SIDEWALK Lu rr �0 +151.7 +1&2 JC: Cn Ito;: MECHANICAL �:avco cm rl . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . 85,., 1 MANNY S . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6�: I CPO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONTRACTORS . . . . . . . . . . . . . AS(OT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2<Inm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . .EXISTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBING & HEATING EYJ'.S,.T,i N,G'.'C'0,.lId.W A'.L.L, MOM) !4zv �S L�L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C�soa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING' 661ILD'N G".", . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . 4 . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . 4 . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . . . . . . . . 4 . . . 4 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . � . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l * i * qd & . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INTERNALLY ILLUMINATED SIGN EXISTING CONDITIONS ('E C 1999 JAMES BRIGHT Architect /2 0 PROJECT NO.:9905 i i I i � I N MANNY'S PLUMBING AND HEATINGco ai 150 TENNIS ROAD 0 I i AGAWAM, MA 160 ZONING CHAPTER 180 FROM THE CODE OF THE TOWN OF AGAWAM ARTICLE IX BUSINESS B DISTRICTS J / PERMITTED USES OFFICES,WAREHOUSING -73 170 I C � .0 U N REQUIRED PROVIDED c •` HEIGHT REGULATIONS: EXISTING C.) / SETBACKS:REAR YARD 35' 186, SIDEYARD,EAST IV 17.8' SIDE YARD,WEST IVLOT 40' RT GE 10 MX �9 LOTFOAGE 0' IN 1 — LOT AREA 10,000 SQ.FT.MIN. 126,617 SQ.FT. PARKING REQUIREMENTS / \ 20 EMPLOYEES 14 SPACES / 6 EMPLOYEES ON SITE J % I 14 EMPLOYEES OFF SITE 8 COMMERCIAL VEHICLES 8 SPACES TOTAL 22 SPACES 19 SPACES OUTSIDE 8 SPACES INSIDE MASSACHUSETTS STATE BUILDING CODE I ( / PREVIOUS UEDU SE GROUP:B SE GROUP: � HAZARD INDEX:4 PR HAZARD INDEX:2 / / r / / S-1 HAZARD INDEX:3 3,920 SO.FT. NEW ASPHALT EXISTING ASPHALT TO RE N I / \ ( BE R FT.ASPHALT T y l BE REMOVED ., 10 PARKING SPACES .' .'.'.'. . . . . . . . . . I IN . . . . .. . . .'.'. . . . . - :r: . . . . . . I . . . . . . . . .'.'.'.'.' . . .. . . . .. \ .. ... i \ I l / BUILDING FOOTPRINT=27.781 SQ.FT..'.'.'.' ':.'.'. . .. . .. , . ,. . ..'. .'.'.'.'. . . I � . . . . . .. .. . . . . . . . . .. �� . . . . .. . . . ... .. . . . .. . .. . . . i ... . .. .. . .. . . . ( F-- \ . . . .. . .. . . . . ............. . .. . .. . .. . .. . . i CD . .'' ' :':': : . '.'.'. . ... '.'.'.'. . .. . . . . . . . . . . . . . . .'. . .. . . . . . . .. . .. . ... .. .. .. . . . . . . ... ... . . . . .. . . . . _ .. . . . .. .. . . . . . .'.' '.'.'.'.'.'.'. . . . . .. . . . .. . . . . . . II EXISTING ASPHp,T�T ON LAND OWNED I 1 . .. . . . . .' . . . . . . .. . I BYOTHERS 1 W .. .'.'. . '. . . . . . '. . . . .. . .: C.s.o ; I 06 N U J. Co L.L 2 CbN@ PIPE \ 1 P CEL"A" '^ Un O ER LAND OF AGAWAM R ESTATE INVESTORS INC. 1 I � Lu < AREA=2.9W7 ACRES / I 126,817 SQ.FT. I ' I 5 ASPHALT SIDEWALK ,^ v, V•� j ' I l OTHER LAND OF AGAWAM REAL ESTATE INVESTORS INC. / 336 00 too Z O �.. / INFORMATION THIS SHEET TAKEN FROM THE PLAN PREPARED BY JOHN K.SOMERS,DATED DECEMBER 29, 1998 AND RECORDED JANUARY 8, 1999 BK 311 PG 13. TOPOGRAPHY TAKEN FROM WETLANDS MAP,TENNIS ROAD W Q NIF SUBDIVISION PREPARED BY PAINE AND COMPANY,LANDSCAPE ARCHITECTS,WESTFIELD,MA. T a: } W / CASSIDY y U F� W W BOOK 3009 R m m PAGE 526 f� f- N a / `�/ V Iry cc QQ0 m � V F- rn WL- �:a 00 !� T c O^WOCO Z�L?m O�Ma CY T TO i I NORTH I I B SITE PLAN 01999 JAMES BRIGHT 30 ' Architect PROJECT NO.:site plan I i — a) — \ • \ \ � / 80 co Cn l t — — m —) -p Cull TEL C Y .0— \ VAULT _ 0 .U) 'a U L I \ R=5 T 9 PARKING SPACES / J R-20 (9'x 18') 22-6" WIDE DR/Vevv \ \ NF AV / CDN� �c /.D �S/DEW R=5' p ! / 10 PARKING SPACES � (9'x 18') I / o I i I i � Z — ��c'F<�c w Q Lu �I O J/ od Z � a BUILDING FOOTPRINT= 27,781 SQ. FT. Z / 7 r L 2 / Q CC Q NEW UTILITY POLE W/TRANSFORMER G a. (Y) Q i r No. 5908 i I : I Z / O LUQ > / w Udw v ~ tea V EE a: v / Qao CC a B SITE PLAN V) /^T VJ A_ 1 1 „ = 10 , W L oa4co 17mNn / RESIDENCE A-3 DISTRICT mo�L. Zv?M -joMv RESIDENCE A-3 DISTRICT / rpm¢ �J UL i /INFORMATION THIS SHEET TAKEN FROM THE PLAN PREPARED BY JOHN K.SOMERS,DATED DECEMBER 29, 1998 BUSINESS B DISTRICT NORTH AND RECORDED JANUARY 8, 1999 BK 311 PG 13. TOPOGRAPHY TAKEN FROM WETLANDS MAP,TENNIS ROAD SUBDIVISION PREPARED BY PAINE AND COMPANY,LANDSCAPE ARCHITECTS,WESTFIELD,MA. ICI Q 1999 JAMES BRIGHT Architect PROJECT NO.:site plan I I • � / \ 1 PYRUS CALLERYANA BRADFORD PEAR 2'CAL. \ a) i L6 CD C \ Rf U CORNUS KOUSA JAPANESE DOGWOOD 7'-B' I \ C \ C �C .O \ kA - 3 0W •> 3 ACER PLATANOIDES CRIMSON KNG MAPLE 2'CAL. � UCD t \ 7 \ 0 90 O \ 4 PRUNUS SUB.PENDULA WEEPING CHERRY t1'GRAFT O 4 0 � . o \ . 6 000 \ \ \ 50 TAXUSCAPITATA UPRIGHT YEW 3-1/7-4' \ \ 00 JUNIPERUS CHINENSIS OLD GOLD JUNIPER 3 GAL. 2 \ 70 BERBERIS THUNBERGI CRIMSON PYGMY 2 GAL. 10 \ O EUONUMUS FORTUNEI EMERALD GAIETY 2 GAL. 12 90 JUNIPERUS HORIZONTALIS BAR HARBOR 3 GAL. 13 . . . . . . . . 1113 RHODODENDRON P.J.M. P.J.M. . . .'. . .":.'. . :. . . . . O12 13 • • • • • .. . . . . . . . . • • • : 1© RHODODENDRON LGE.LEAF PINKAND WHITE Z-V O5 ". .•... . •. •.•.•_ :•_• • _ 1© JUNIPERUS SCOPULORUM WITICHA BLUE T-w o :. . : . . . 13 . . . . . : ' . . . . . .'.:.:.:.:. Q ILEX CRENATA CONVEXA JAPANESE HOLLY 3 GAL. 11 . . . . . . . . . . . . .. . ///y. B. . .13O : :U .:. :: 1 THUJA OCC.'SMARAGD' EMERALD GREEN ARBORVITAE 4'-' . . . . . . . . :: • • 1© AZALEA EVERGREEN-PURPLE 3 GAL. .'.'. . . .. 1® AZALEA EVERGREEN WHITE 3 GAL. RED STONE AREA . . . .. ... . . . . 5 10 Z 18 ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING THE 12 PARCEL AND INCLUDING THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE 73 CONDITION BY THE OWNER OF THE PARCEL. Q 11 Q uj cn 13UJ U) O11 J 13 f`1�T/ V O12 < 13 11 10 «1 D O _ zz < 2 zmz � Q a I � � M a i 1 No. 5908 L/ 2 J Z 0 LU }} 4 2 U~ w a- / SCD0 V ¢ 00 QQo (D F / tnT O W i ao / Q<N n Lu (0 / �QO� Z�L?m Oc!)Te T rJ LL i LANDSCAPE PLAN 1 " = 10 ' / / © 1999 JADES BRIGHT Architect III PROJECT NO.:site plan L _ —