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8079_SITE PLAN-CONRAD FAFARD, INC.-CORNER OF SILVER ST ALMGREN DR. i Pr1mg �n 0 0 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: January 4. 2000 DATE RECEIVED: December 22, 1999 DISTRIBUTION DATE: Dec. 22, 2000 PLANNING BOARD MEETING DATE: January 6, 1999 APPLICANT INFORMATION 1. Name of Business: Conrad Fafard, Inc. Address: 711 Silver Street, P.O. Box 790, Agawam, MA 01001 2. Owner: Same Address: Telephone: (413) 786-4343 3. Engineer: Eric Bernardin, Associated Builders, Inc. Address: 4 Industrial Drive, South Hadley, MA 01075 Telephone: - (413) 536-0021 PLAN REVIEW Scale: 1" = 30' Date: December 22, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Correct address of the new building should be provided. Description of Project: Proposed construction of a 12, 168 sq.ft. office building. Site Plan Review Page 2 Description of Site: Site is approximately 3.68 acres and is located at the corner of Almgren Drive and Silver Street. It is undeveloped and is covered with grass and brush with a few large evergreens. The site slopes from the north corner to the south/southeast side of the property. Provision for Traffic Flow: Access to the site is proposed to be via a two-way 24' curbcut from Silver Street. Parking: Sixty-five spaces are shown on the plan. Using the Parking Guideline of one space for every 300 sq.ft. of gross floor area, forty-one spaces must be provided. The legend list a number of different amounts for parking. It is either confusing or in error. Drainage: O.K. See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: O.K. Sign Location: Not shown. Exterior Lighting: O.K. Rendering or Elevations: Elevations of all sides of the building must be provided. Colors and textures must also be provided. Dumpster Location: Height and type of fences must be provided. Other Comments or Concerns: TOWN OF AGAWAM o _ INTEROFFICE - � z� MEMORANDUM upy To: Dominic Urbinati, Bldg. Inspector CC: Planning Board, File From: Engineering Date: December 8, 2000 Subject: SP-349 - Fafard, Inc. Silver Street - Final Inspection We have performed a final inspection of the above referenced site and all work has been completed. If you have any questions please do not hesitate to contact our division. Sincerely, � � V Jennifer Grabowski James T. Daley, P.E. Civil Engineer H Town Engineer h:lcngincc r}sitep1anlsp349_4.wpd TOWN OF AGAWAM A INTEROFFICE - � MEMORANDUM To: Dominic Urbinati, Bldg. Inspector ' CC: [Planning Board File L.___ _�_ .- SEP 2 8 FOOD From: Engineering Date: September 28, 2000 P W- NING bomb Subject: SP-344 - Fafard, Inc. Silver Street - Final Inspection Per your request we have performed a final inspection of the above referenced site and we note the following outstanding items: 1.) The dumpster fence and gate have not been installed yet. 2.) There is some erosion in the grass drainage swale in the vicinity of the southern paved swale from the parking lot. The builder has informed us that he plans to bring in additional stone in this area. If you have any questions please do not hesitate to contact our division. Sincerely, Jennifer Grabowski ! James T. Daley, P.E. Civil Engineer II G Town Engineer h:lengineerlsi[eplanlsp349_3.wpd A o 'h4WN 4F AGA WAM 36 MAIN STREET AGAWA.M. i..liSSACHL'SETTS 41041 Tel. 413-7 g6-0-400 o C �r Cn � r^ oa January 10, 2000 Andrew Fafard 711 Silver Street P.O. Box 790 Agawam, MA 0 100 1 Dear Mr. Fafard: At its duly called meeting held on January 6, 2000, the Agawam Planning Board voted to approve the Site Plan entitled "New Corporate Office, 770 Silver Street, Agawam, MA 01001, Owner: Conrad Fafard, Inc., 711 Silver Street, P.O. Box 790, Agawam, MA 0 100 1. If you have questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, G�a� Ronald LaRivierre, Acting Chairman Agawam Planning Board CC' Clerk Building Engineering Associated Builders, Inc. MEMO To: Planning Board From: Sergeant Donald Galleran 5 iD Subject: Site Plan-Conrad Fafard, Inc.-Intersection Silver St. and Almgren Drive Date: .January 5, 2000 Roadway: This site plan is for the construction of a 12,168 S.F. office facility at the corner of Silver St. and Almgren Dr. Silver St. is a paved roadway that goes east and west. It handles a high volume of commuter traffic going to and from the Industrial Park. Silver St. is 32' wide and has a 4' breakdown lane on each side of the roadway. The eastbound travel lane is 12' wide and the westbound travel lane is 12' wide. The road markings (solid and broken yellow lines) allow for passing for the east bound traffic only. Almgren Drive is a paved roadway that goes north and south. It handles a minimum amount of commuter traffic within the Industrial Park. Almgren Dr. is 32' feet wide and has a 4' breakdown lane on each side of the roadway. The northbound travel lane is 12' wide and the southbound travel lane is 12' wide. The road markings are for no passing (double solid lines). Visibility: As you exit the proposed driveway of the site, visibility is approximately 2/10 the of a mile to the north and to the intersection of Silver St. and Almgren Dr. to the south. There are no obstructions of visibility in either direction. Lighting: There is an overhead street light across from the site on Silver St. and there is another overhead street light across from the site on Almgren Dr. There is also private lighting in the area from other various businesses. Traffic Controls: There are no parking signs in front of the site on Silver St. There is a stop sign located at the intersection of Silver St. and Almgren Dr. Sidewalks: There is a sidewalk located on the south side of Silver St. and there are no sidewalks present on Almgren Dr. School Zones: There are none present within a 1 %mile radius. Playgrounds: There are none present within a 1 %mile radius. Parking: The site plan is within the guidelines of the Town ordinance for Handicapped parking spaces. However, if they add future parking spaces, they may need to add additional handicapped spaces to conform with the ordinance. Traffic Unit Impact Estimates:None provided. Planning Board Page 2 January 5, 2000 Other: At this point, I do not see any safety issues for pedestrian or traffic safety because this will be an addition to the already established Industrial Park. TOWN OF AGAWAM o _ INTEROFFICE ORM y MEMORANDUM To: Planning Board CC: John P. Stone, Associated Builders, Inc., File From: Engineering Division Date: January 3, 2000 Subject: Site Plan- Conrad Fafard, Inc. - Corner of Silver Street and Almgren Drive - SP 349 Per your request dated December 22, 1999 we have reviewed the site plan entitled; " New Corporate Office for Conrrd Fafard, Inc., by Associated Builders, Inc., dated December 22, 1999, scale 1" = 30'. " We have the following comments: 1.) A street address for the proposed building should be included on the plans. The address for this building should be 770 Silver Street. 2.) The proposed sanitary sewer line should include a cleanout. A detail of the cleanout should be included on the plans. 3.) The plans should include a reducer for the proposed water connection. 4.) The Agawam Industrial Park drainage system was designed to handle an increase in 25% impervious area for each lot. The proposed site's impervious area, including the future parking area, is less than 25%. We will grant a Storm Drain Permit for this site, a permit should be filled out and submitted to the Department of Public Works. If you have any questions please do not hesitate to contact our division. Y urs truly, Sincere James T. Daley, P.E. V coy is Town Engineer Civil ngineer I hAengineerlsitep1anlsp349.wpd A TOWN OF AGAWAM 1, a. 36 'AAIN STREET AGAWANI, Nv ASSACH[.'SETTS 01001 Tel. 4113-r g6-0400 '�gRTE� MP MEMO .1 TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: December 22, 1999 SUBJECT: Site Plan - Conrad Fafard, Inc. - Comer of Silver Street and Almgren Drive Please review and comment on the attached Site Plan for Conrad Fafard, Inc. prior to the Board's January 6' meeting. Thank you. DSDhq py� swd -be- 6aj tj�,,-Pt [c G F rivte 13ef1', 6ur�ee�`cbr� , . �r.. L{ i ....L;..a;� . ................... , AML NEW ,4 S$ 1999 DEC �2 ti AGAWA P"NNING BOARD 3� IM 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, Na 01001 1. Name of Business Conrad Fafard, Inc Address 711 Silver St. , P. 0. Box 790, Agawam, MA 01001-0790 �1 2. Name of t8�icl�Vwner 1 Conrad Fafard, Inc. Address 711 Silver St. , P. 0. Box 790, Agawam, MA 01001-0790 i I Telephone (413) 786-4343 3. Name o6Engineer �a bite i Eric M. Bernardin, P. E. Associated Builders, Inc. Address 4 Industrial Drive, South Hadley, MA 01075 Telephone (413) 536-0021 4. Please give a brief description of the proposed project: Propose to construct 12, 168 S.F. office facility; work includes ! site clearing, grading, building foundations, building construction, utilities, paving, and landscaping. e Revised 11/06/98 la aTOWN OF AGAWAM •,; . 3B MAIN STREET AGAWA.I, MASSACHUSETTS 01001 yr NTel. 413 86-0400 Mp� MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: December 22, 1999 SUBJECT: Site Plan - Conrad Fafard, Inc. - Corner of Silver Street and Almgren Drive Please review and comment on the attached Site Plan for Conrad Fafard, Inc. prior to the Board's January 6' meeting. Thank you. DSD/jq LL LETTER OF TRANSMITTAL �1999 0F 22 3,9 ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE SOUTH HADLEY, MA 01075 TO: Agawam Planning Board DATE: 12/22/99 JOB # 9800 Agawam, MA ATTN: Deborah Dachos RE: Conrad Fa#ard, Inc. Proposed New Office Site Plan Approval WE ARE SENDING YOU l✓ ATTACHED r UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS r SHOP DRAWINGS PRINTS PLANS r SAMPLES r SPECIFICATIONS CHANGE ORDER Pi,, OTHER COPIES DATE NO. DESCRIPTION 10 12/22/99 9800-L1 Site Layout 10 12/22/99 9800-L2 Grading Drainage & Utilities 10 12/22/99 9800-1-3 Landscaping_ Ian 10 12/22/99 9800-L4 Site Details 10 12/22/99 9800-L5 Site Details 10 12/22/99 9800-A2 Building Elevation 2 12/13/99 - Soils Investigation Report 2 12/22/99 - Stormwater Management Narrative THESE ARE TRANSMITTED as checked below FOR APPROVAL [; FOR YOUR USE rs AS REQUESTED r FOR REVIEW AND COMMENT r FOR BIDS DUE r—j REVISE AND RESUBMIT REMARKS Signed: DBS IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. Phone 413.W6.0021 Fax 413.536.0908 e-mail:abuilder@abuilders.com LT - r °.,JS. 1999 CEC 22 Soils Investigation Report Conrad Fafard New 12,628 S.F. Office Silver Street Agawam, MA Project No. 9800 Prepared By Darrin B. Stairs, PE Project Engineer Eric M. Bernardin, PE Vice President December 13, 1999 ASSOCIATED_BUILDERS,_INC. 4 INDUSTRIAL DRIVE,SOUTH HADLEY,MA 01075 Soil Investigation Report for Conrad Fafard, Inc. - Proposed 12,628 S.F. Office L SITE INFORMATION The site under investigation is located on the corner of H.P. Almgren and Silver Streets in Agawam, Massachusetts. The site consists of a approximately 3.68 acre parcel in the Agawam Regional Industrial Park(see Figure 1) Formally part of the Bowles Agawam Airport, the site is currently undeveloped. Vegetative coverage is grass and brush, with a few stands of large evergreen trees. There is a large plateau area to the north of the site that appears to be deposited fill. The site slopes generally from the north corner to the south-southeast side of the property. There is a Town of Agawam drainage easement located along H.P. Almgren Drive that services the street and the industrial park drainage system. Soils on the site are characterized as Merrimac, sandy loam(MeA), by the USDA Soil Survey of Hampden County(1978), and are indicated in Figure 2. The Soil Survey provides the following description of this soil series: Merrimac sandy loam This nearly level soil is deep and somewhat excessively drained. It is on stream terraces and outwash terraces. Slopes are smooth and 50 to 200 feet long. In a typical profile the surface layer is friable brown sandy loam about 7 inches thick. The upper part of the subsoil is friable,brown, sandy loam 8 inches thick;the lower part is friable, yellowish brown gravelly sandy loam I I inches thick. The substratum, to a depth of 60 inches, is loose, single grained, yellowish brown gravely sand. Permeability is moderately rapid to rapid in the subsoil and rapid in the substratum. Reaction is extremely acid to strong acid. These soils are in hydrologic group A and have low potential frost action. Shrink-swell potential is low. U. DESCRIPTION OF PROPOSED PROJECT AND TESTING PERFORMED The site is the proposed location of an 12,628 S.F. office. Work includes building foundations, slab on grade, building construction, paving, utilities, drainage structures, and landscaping. Soil investigations were performed by Associated Builders, Inc. on December 2, 1999. Five test holes were dug with an excavator for the purpose of documenting existing soil conditions and water table elevations. Locations of the five test holes are shown on Figure 3. Test pits ranged in depth from 7-10 feet. III. SOIL TEST HOLE RESULTS Soil logs have been included as Appendix A in this report. Generally the soil horizons were indicative of the Merrimac sandy loam classification. The top 6-12 inches of the profile consisted of a dark brown E:lwordlengineering1878218782soil.doc Page 1 December 13,1999 organic topsoil. The next horizon, which ranged from 6 to 48 inches, was a layer of yellowish brown, medium dense, sandy loam sands. The horizon below 48 inches to a depth of ten feet was a loose, single grained, red or yellowish brown sand or sandy loam. The two test holes taken up on the plateau area yielded similar profiles. For the purposes of foundation design according to the Massachusetts State Building Code, the soil observed can be classified as a medium dense sand(Material Class 8 per the Mass State Building Code, 6`h Edition). Water table elevations were also observed in the test holes. Groundwater elevations varied from 6'-2" at the eastern property line(TP-2)to 5'-0"at the western property line(TP-1). No water was observed in the test holes dug on the upper plateau. IV. SOIL BEARING CAPACITY Article 18 and Appendix D of the Massachusetts State Building Code(6`h Ed.), provide allowable bearing pressures for foundation materials based on soil material classes and blow counts. For a material Class 8 soil of medium dense consistency, the bearing capacity is given as 6,000 pounds per square foot. V. CONCLUSIONS Foundation Recommendations 11 We will be basing the foundation design on a bearing capacity of 6,000 psf The footing subgrade should be compacted with at least four coverages of a vibratory compactor weighing at least 200 pounds and imparting an impact load of at least 2.5 tons. Any areas of unsuitable soil shall be removed and back filled with soil meeting the requirements of Structural Fill as shown in Table 2, prior to compaction. Material to s be used as structural fill and gravel base, must be approved by the Engineer prior to placement. Table 2.Gradation Specifications-Percentage Passing by Weight Sieve Size Base Course Structural Material Fill 6" 100 3" 100 2" 30-80 ,/z. , No. 4 20-70 20-75 No. 40 10-60 ; No. 50 No. 200 0-10 0-12 Placing of fill material and backfilling of footings shall be with previously excavated fill in 8" thick lifts and compacted to a relative density of 95%of maximum dry density(ASTM D 1557). Slab-on-Grade and Pavement Recommendations We recommend that the interior slab-on-grade bear on a minimum of 8 inch base material and exterior pavements bear on a minimum of a 12 inch base material. This can be'a combination of existing gravel, GAWORMEngincering19800MM SOIL.doc Page 2 December 13, 1999 reclaimed materials and processed gravel base material. Prior to slab construction,the fill subgrade and structural fill layer should be proof compacted with at least six coverages per layer using a vibratory roller imparting an impact load of at least 10 tons. Construction Considerations The site contractor will be required to verify existing site utilities. The excavations on site are generally not expected to reach groundwater levels. If ground water is encountered during footing excavation the site contractor will be required to maintain all excavations in a dry condition. Disclaimer: The recommendations in this report are based in part from data obtained from the borings and test pits. The nature and extent of actual conditions on the site may vary from conditions observed in the test borings. If variations are encountered during construction, it may be necessary to revise the recommendations of this report. I! �I I� GAWORD\En&oering1990019SM SOQ..doc Page 3 December 13, 1999 qW 1.800tt 57 is patina IL 67 X_7 De P, Suffield'Corner V 0 0 N M. 5 an St C- .7, 'Ce5 r Dusine Ave 74 Project counAr Club Location on S r U all Oxford.St Hubbard Corner South St 01999 Map<3uest.00m, Inc.;01999 NavTech 7 G Jr A�- 4v.; AT rk ill A Project Location Co.'Intv H u bherd Come ASSOCIATED BUILDERS, INC. Conrad Faferd, Inc. SITE LOCATION MAP 4 Industrial Drive -South Hadley,MA 01075 Agawam, Massachusetts Figure 1 �� •ry��y��,•,. i ��.•�ar.�.1�`\:a,��.N�"� `.;fit ry ra�fi� },i Ate* � O.I" '.r �f:�i � '.�• �+^ •�-�"+r„° ..k-t .w�� '+a a •� •�'��•.�_.`�� .� ASSOCIATED BUILDERS, ConradFafard, Inc. SoilSurvey Map Agawam, s Drive - i 01075 lMN'i16�M•id�� 1 WM In now W TR 3 q i ARM r-2-81 4 t AMIA - J. as AGW TR-2 �21A. it I i wemop i l IMAY 'Era a Nn� i ii fl 41 II ASSOCIATED BUILDERS, INC. Conrad Fatard, Inc. Soil Test Holes Location 4 Industrial Drive-South Hadley,MA Ot075 Agawam, Massachusetts Figure 3 APPENDIX A SOIL BORING LOGS Associated Builders, Inc. JOB: 9800-Conrad Fafard 4 Industrial Drive SHEET NO. 1 of 1 South Hadley, MA 01075 CALL.BY DBS DATE 12l13199 (413) 536-0021 CHECKED BY DATE Preliminary Soil investigation report Results of Field Investigation 1212199 The following soil profile and water table observations were made: TP-1 0-6" dark brown topsoil 6'=18" medium brown sandy loam 18"84" yellowish brown, loose sands, single grain water seep at 5'-6" Final water at 5'-0" TP-2 0-10" dark brown topsoil, some pockets of crushed bit. cons. 10'�-48" fine yellowish brown sandy loam 48'-102" med. coarse gray bronwn, loose sand water seep at 6'-0" final water at 6'-2" TP-3 0-12" dark brown topsoil 12'-40" yellowish brown sandy loam 40'-120" reddish brown sandy loam (old root layer @40") NO WATER OBSERVED TP-4 0-12" dark brown topsoil 12"-40" yellowish brown sandy loam 40'-120" reddish brown sandy loam NO WATER OBSERVED TP-5 0-12" dark brown topsoil, some pockets of crushed bit. conc. 10"-48" fine yellowish brown sandy loam 48"-102" med. coarse gray bronwn, loose sand water seep at 6'-0" final water at 6'-2" GAEXCEUENGINEERING1980019800 Soil logs.)ds}WORKSHEET 9800 Soil logs.& DB5 1211319911:39 AM lss9 DEC 22 .:� rr. - 39 Stormwater Management Narrative Conrad Fafard New 12,628 S.F. Office Silver Street Agawam, MA Project No. 9800 Prepared By Darrin B. Stairs, PE Project Engineer Eric M. Bernardin, PE Vice President December 22, 1999 ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE,SOUTH HADLEY,MA 01075 Soil Investigation Report for Conrad Fafard, Inc. - Proposed 12,628 S.F. Office I. SITE INFORMATION The site under investigation is located on the comer of H.P. Almgren and Silver Streets in Agawam, Massachusetts. The site consists of a approximately 3.68 acre parcel in the Agawam Regional Industrial Park. Formally part of the Bowles Agawam Airport, the site is currently undeveloped. Vegetative coverage is grass and brush,with a few stands of large evergreen trees. There is a large plateau area to the north of the site that appears to be deposited fill. The site slopes generally from the north corner to the south-southeast side of the property. There is a Town of Agawam drainage easement located along H.P. Almgren Drive that services the street and the industrial park drainage system. Soils on the site are characterized as Merrimac, sandy loam (MeA), by the USDA Soil Survey of Hampden County(1978). The Soil Survey provides the following description of this soil series: Merrimac sandy loam This nearly level soil is deep and somewhat excessively drained. It is on stream terraces and outwash terraces. Slopes are smooth and 50 to 200 feet long. In a typical profile the surface layer is friable brown sandy loam about 7 inches thick. The upper part of the subsoil is friable, brown, sandy loam 8 inches thick; the lower part is friable, yellowish brown gravelly sandy loam 11 inches thick. The substratum, to a depth of 60 inches, is loose, single grained, yellowish brown gravely sand. Permeability is moderately rapid to rapid in the subsoil and rapid in the substratum. Reaction is extremely acid to strong acid. These soils are in hydrologic group A and have low potential frost action. Shrink-swell potential is low. II. SOIL INVESTIGATIONS Soil investigations were performed by Associated Builders, Inc. on December 2, 1999. (See"Soils Investigation Report", dated 12/13/99). Generally the soil horizons were indicative of the Merrimac sandy loam classification. The top 6-12 inches of the profile consisted of a dark brown organic topsoil. The next horizon, which ranged from 6 to 48 inches, was a layer of yellowish brown, medium dense, sandy loam sands. The horizon below 48 inches to a depth of ten feet was a loose, single grained, red or yellowish brown sand or sandy loam. The two test holes taken up on the plateau area yielded similar profiles. Water table elevations were also observed in the test holes. Groundwater elevations varied from 6'-2"at the eastern property line(TP-2)to 5'-0" at the western property line(TP-1). No water was observed in the test holes dug on the upper plateau. IIL STORMWATER MANAGEMENT The site is the proposed location of an 12,628 S.F. office. Work includes building foundations, slab on grade, building construction, paving, utilities, drainage structures, and landscaping. A. PRE-CONSTRUCTION Drainage Pathways: The site is currently undeveloped. Vegetative coverage is grass and brush, with a few stands of large evergreen trees. There is a large plateau area to the north of the site that appears to be ' deposited H. The site slopes generally from the north corner to the south-southeast side of the property. There is a Town of Agawam drainage easement located along H.P. Almgren Drive that services the street and the industrial park drainage system. I B. POST-CONSTRUCTION The proposed project will add the following impervious areas: 12,628 SF of building 22,141 SF of paved parking area 34,769 SF Total proposed impervious area Drainage Pathways: The Agawam Regional Industrial Park drainage infrastructure was designed to handle an increase in runoff from a 25% impervious coverage on each lot. For this lot,the"runoff credit"is calculated to be: 25%of 160,388 S.F. =40,097 S.F. An impervious coverage up to this amount is allowed to drain directly to the park stormwater system. The 34,769 S.F. of proposed impervious coverage is below this threshold,therefore allowing stormwater runoff to discharge directly to the swale on Almgren Drive. Rooftop runoff will be collected in interior roof drains and discharged to the Swale along Almgren Drive via a riprapped 8"CPEP pipe. The paved areas will be bermed in order to direct flow. Runoff from the paved parking areas will sheet flow to a riprapped curb outlets at the west of the lot into a grassed swale area before discharge to drainage swale along Almgren Drive. Grassed swales provide a high level of pollutant removal through trapping, filtering, and infiltrating particulate matter. Directing runoff through grassed swales reduces runoff velocities,and provides for the recharge to groundwater through infiltration. The DEP Stormwater Guidelines suggest a"first flush"treatment of 0.5"per S.F. of impervious area. For the paved areas,this would require a volume of 0.5"x 22,141 S.F. _ 922.5 fl. The proposed swale area indicated on the site plan will have a sump volume of 4,620 W. IV. CONCLUSIONS The system described above has been designed to achieve the most advantageous solution for stormwater management considering public agency requirements,environmental impacts, topography,client design needs,econonucal constraints and aesthetics. Discharges to the municipal storm system are within the capacity of the receiving system. A �o TOWN OF AGAWAM S6 'WAIN STREET AGAWAN-1, 14Vt.RYnRWNbb1 y Tel. -113-r 46-0100 lgg9 DEC 22 P 3- 01 Cot� MA�� AGAWAM. MA / MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: December 22, 1999 SUBJECT: Site Plan - Conrad Fafard, Inc. - Corner of Silver Street and Almgren Drive Please review and comment on the attached Site Plan for Conrad Fafard, Inc. prior to the Board's January 6`h meeting. Thank you. DSD/jq INSP.SERV.`/8a.�1F'APPE��S_„ AGAW All�1 PLAINNi LFG BOARD - u y Iggq DEC 22' P 3� 08i Form D AGAWAM. MA Applications 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 Aaawatn, MA 0 100 1 1. Name of Business Conrad Fafard, Inc Address 711 Silver St. , P. 0. Box 790, Agawam, MA 01001-0790 2 dame of: Qlvner Conrad Fafard, Inc. Address 711 Silver St. , P. 0. Box 790, Agawam, MA 01001-0790 Telephone (413) 786-4343 3. dame o Engineer -%rsh4e Eric M. Bernardin, P. E. Associated Builders, Inc. Address 4 Industrial Drive, South Hadley, MA 01075 Telephone (413) 536-0021 4. Please give a brief description of the proposed project: Propose to construct 12, 168 S.F. office facility; work includes site clearing, grading, building foundations, building construction, utilities, paving, and landscaping. Revised 11/06/98 LETTER OF TRANSMITTAL INSP.SERV./80.'OF APPEALS ASSOCIATED BUILDERS, INC. Rill DEC 22 P 3'- 08 4 INDUSTRIAL DRIVE SOUTH HADLEY, MA 01075 MAMMA II TO: Agawam Planning Board DATE: 12/22/99 ,JOB # 9800 j Agawam, MA j ATTN: Deborah Dacbos I RE: Conrad Fafard, Inc. Proposed New Office Site Plan Aoproval^ WE ARE SENDING YOU ATTACHED r_ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS l- SHOP DRAWINGS r PRINTS r PLANS r- SAMPLES r SPECIFICATIONS r CHANGE ORDER lr OTHER COPIES DATE j NO. DESCRIPTION 10 12/22/99 9800-L1 Site Layout I_ 10 12/22/99 j 9800-L2 Gradinq Drainage_ & Utilities j 10 112/22/99 ' 9800-L3 Landscaping Ian I j 10 j 12/22/99 j 9800-L4 Site Details j 10 112/22/99 j 9800-L5 j Site Details l 10 12/22/99 , 9800-A2 Building Elevation 2 12/13/99 I - I Soils Investigation Report 2 12/22/99 j - j Stormwater Management Narrative THESE ARE TRANSMITTED as checked below rv- FOR APPROVAL r FOR YOUR USE r AS REQUESTED I- FOR REVIEW AND COMMENT f - FORBIDS DUE REVISE AND RESUBMIT REMARKS I I Signed: DBS IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. Phone 413.536.0021 Fax 413.536.0908 e-mail:abuilder@abuilders.com i cn# �XnUqCL�S I cos u �Cd��-lP I LOG #�dL��li I BOX tk � I DOCUMENT# 3 PAGE# �O I I ,. I 30' WIDE TOWN OF AGAWAM DRAINAGE EASEMENT '¢1p`"� LOCUS MAP F-2B, LLC SCALE: 1 " = 1000'f BOOK 10886, PAGE 454 PLAN BOOK 311, PAGE 98. 30" PINE ''e'er o 4" MAPLE a- ' b I I I I I rU' aL CaZV � U aZa a � Z Q 3rY }_ 528.91 N ' IQ0 r — - -� — 26°37'19"E --� � � � 1- aw - -- - _ - - _ - -- - - _. _ — _ �. _ _ Q cwn w d V) - - "� - - - - - -- - 7A-) -4AU)- XGAk4A �J W !0,m n LOCUS � ®�® 75' NLCI4<4 BUILDING ' CK ` 17 SPACES K ♦• � 45' gDC PROTECTIVE RESTRICTIONS FORCOW. WAM $ ' 0 AGAWAM REGIONAL INDUSTRIAL PARK2-I/2m BIT. ¢Z DING (Western Are Development Corporation, AC)40' CONC. PAVING SE17BACK y, o AND BERM / / / / / / / / / / 1 I p I I 1e w I 25, 1� x 6� N �UI 0 Project: Conrad Fafard Inc.I AGAINAM zoned: Industrial District A (Agawam Regional Industrial Park) WI► z4ETBAC BUILDING Use: Corporate Office FUTURE SPACES � w S;T8ACK U<U Size: 12,16E sf office building © 1f�� ¢�' I / A - `6 SPA ES (2 HC) r- ' -r T r � �, W Lot Size: 3.652 acres (160,388 S.F.) ,~ / / / / / / / DCN q' S8 TP-4 PARKING Section Descriptiono I I - / / � SETBACK TP-3 B. Signs 3 00 aooQn un i" A ( ) g - business identity. — Z¢ ' , 4 SPAC CES each <- 4sf. Ln rn � C. Parking 21 CN +co I Low+N 60 IJ J Except For limited number of visitor parking, no parking is > E Z I I 1 As THICK ARM I I I allowed on the side of the building facing a street or public way. W J r v 1 I I CONIC. ! �.I EXISTING I siDB4 LK J J Allowed Pro d 4 w IOxtiax7 I I J TREELINE I , I � our�PS PAD J Parking setback from property line (ft) 5 27 = ft-lTO REMAIN J I W/ FENCE 4 GAt I Parking setback from public way (ft) 10 56 � _ Ll � 4 I I J JI D. Loading and unloading - Not allowed on side of the building I Iox4 PARCEL F�,2 8 ' I , , which Faces the street m CO Co co Z 6- fSH I I WALK AREA = 3. 682 ACRES , IJ 1 E. Setbacks 0 L 9 0 LAJI I I f J J I. Front Yards (min. ft from paved street) 75 75 LU M �i I "� ^ I IJ f 2. Side 4 rear yards (min. ft from property lines) 45 180 (min.) r w 10' WA ' C PARK I G i I - J J I F Minimum lot size (min. sf) 65,540 160,388 ... I O I S ETBA� II PROPOSED I I V O. . LL1 12,168 S.F. J WILLIAM R. FERRY & (80,1cI4 S.F.) G OtiY OFFICE BUILDING JQ PETER S. CORCODILOS 2 I I I I J I TRUSTEES OF GAC REALTY TRUST 1. Maximum Height (max. ft) 30 15'-31, N ? _ I I - I J BOOK 10586, PAGE 494 a W U I + f _ - - - - - - - - -- - -- -- - -- - - -- - - - ` _ - - - ^ - ^ - J I PLAN BOOK 310, PAGE 126 J. Paving (Max. coverage after structures) 50 14.9% Q m 4' MAPLE I K. Curb cuts distance (min. ft) 200 200 N/A L — nn� I I _ _. _ - - - - - _ _ _ - - - - - - - - - - 7- - -ISTING - Q m e - rn c o `C J Lai ----� AFC I ��-�N'�� ulr -1 D �, 1 TOWN OF AGAWAM ZONING REVIEW AR c,As s�xv+ce EXISTING D P D > - F J ZONING (Chp 180) \\ ( (By OTHERS TREELINE n z 0 n Z D 3\ I--- - - - - - - - - •- -- -- - - - - - - - - - - - - - - - — .� _. _ - - - - - REMAIN _ - - - _ - - - -- - - 7CL� (1 ` _ ��3-- - - - � 9 - �_ ' Project: Conrad FaFard, Inc. 95.00' - R= 5 f 9 8. 0 r' L= 1 S 3.2 9 r ? 77'56 302.08' Zoned: Industrial District A (Agawam Regional Industrial Park) -- S 24°07'S5" W S 22'22'20" W Use: Corporate Office Size: 101 000-14,000 S.F. Office Building o � o W V zl v Section Description V Z W �IW ® SILVER STREET () Z 0 180-13 Site Plan Review — 0 1 ® 60.DD WIDEN PUBLIC n Regyired for all changes in use, structure, or parcel, including parking. LL Q IW-55 Permitted Uses O C. Any business use permitted in business A or Business B OVERHEAD UTILITIES W 180-56 Height Regulations Allowed Proposed LL Q Max. Stories 2 1 Ian TBM = Max feet 40 15'-31 • ROD IN GRANITE STONE 180-57 Setbacks; yards LL U a BOUND ELEV. _ 90•9 Setback width at least dimension (ft) 40 60 (min.) TOWN OF AGAWAM DATUM Sideyards ) Q rearyards 25 I8o (MIN. 0 ? c W 180-58 Lot coverage o NOTES: LEGEND Building coverage (max. %) 50 7.6% ii. Z Q 180-5q Lot size O LL Q 1. FOR REFERENCE TO ENCLOSED PERIMETER SEE BOOK 5368, PAGE 345 IRON PIPE FOUND O Frontage (min. ft) 100 100 804.7 O 2 AND PLAN BOOK 311, PAGE 98. BOUND FOUND ® Lot size (min. sf) 40,000 I601 38B LL W CATCH BASIN 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON DRAIN MANHOLE ® �/ SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD HYDRANT DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED SEWER MANHOLE W O Z Q WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT WATER GATE PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 1' CONTOUR LINE Parking Reavired Pro Bed LL 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION BY TAKEN FROM PLAN OF 5' CONTOUR LINE ! space per 300 S.F. (assumed) 41 LAND BY HERITAGE SURVE INC., PLAN NO. 2408-•-F-2, DATED 10118199. DRAIN LINE YS, 1 W LU 4. PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION GAS LINE * Z CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE SEWER LINE REMOVED UNTIL ALL WORK IS COMPLETE AND VEGETATION IS ESTABLISHED. UTILITY LINE d O WATER LINE 5. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR DRAINAGE SOIL TEST PIT S DEC 2 2 1999 LINES, THE CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM S TP-+ ENGINEERING DIVISION, 786-0400 X275/8. NO PIPING/APPURTENANCES DRAWN BY: DBS ter• WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. I SITE LA"'rOUT DATE: 12/22/99 I SCALE: 1" = 30' I" 30' SHEET M NOT FORD QrQ,-'N37RUCT0N 9800-L1 1 " TOP COURSE 1 -1/2" BINDER COURSE o a 1 I I I 1 .......:...'..fi..�.i...... o o • ' � _ _ - � yuWaI0n Z W3" 4„ THICK NI I —ff _ CONC. SIDEWALK FF=194.00 PITCH 2% 6" GRAVEL ul � 4-60 8 MIN GRADE ® BLDG 193.50 192.72 PITCH 29 2-1/2„ 192.60' BIT. CON— f PAVINGC.12 oI(> I Ii® � I I I 11=1 I I I -I I I I-1 I I 11- I I I -1 11 I -11111= IIII- !!I-1 I I I I-I I I I I-1 1111=1 I I I ICI I I 11= I I 1 I I II-11111=11 f f-1 I I I I-1 I I I 1 l l i I- PAV I NG DETAIL -1 I I I I-f IT11I-1 I I -1 I I I=11 I I II 1= I III IIEEE I I I= IIII-1 I -11 I =1 I I I I=1 I I I I- III-1 I II I I I I- - NT5 O I I ICI I I I RI III 1=II I I 1=I IIII=11 I I I�l III ICI I I I P1 III =1!1 i —I o �� III-1III1=1IIII-1III1-1T---1IIII-1IIIICIIIII-1IIIICIIIII-1IIII-1IIII-1I11I-1IIII-1IIIICIIII �z - �7 �1 co l� t 00 a0 VR !SIDENALr,,,., DETAIL 2 v ro 0 LI 0 0 NT5 CC co M Lo >= � r= W csq C a J = U. -a W r cn O Cc O ^ O W � Chto CID � Q a � � Lu • • 4 o0a � z = � 18"+D12 12"+012 N leta w I I I I I I I I ' IF X 15 LE55 THAN 48', THAN 5LOPE OF FLARED 51DE5 5HALL NOT EXCEED It 12. I � � NO LEDGE OR UN- EXCAVATED MATERIAL SHEETING IF USED SHALL SHALL PROJECT BE- BE LEFT IN PLACE BELOW f YOND THIS LINE THE LINE OF NARROW TRENCH LIMIT EXCEPT WHERE OTHERWISE INDI- CATED OR DIRECTED. I ° �,D x W • COMPACTED PROCESSED d, .. 3/4' CRUSHED STONE SHALL +v BE PLACED AGAINST UN- d Z IL DISTURES MA 4 tu SHEETING I . In LL LL U) PAYMAENT LIMITS FOR O r EARTH EXCAVATION Q N I W Slope' `Q m I 6I1 IN o a a � cs , a EXCAVATED BELOW NOR- UNDISTURBED MATERIAL Z 3 l 1" MIN. MAL DEPTH AND BACK- O a _ W o FILL WITH BANK RUM GRAVEL AS DIRECTED /L a Q W O 4 - 6" TYP , 48 " PREFERRED WHEN UNSUITABLE `i r MATERIAL EXISTS a o 1. FIFE SHALL BE GM IN. FOR SERVICE UNt AND S"MIN,FM TRUNK UNCS.EXTRA (5)I°=IfNGTH5;-OR-POLYVINYL CHLORIDE(F.V,C.)5EWER PIPE CONFORMING Z Q cn TO A.5.T.M. DF-51GNATION D 3034-73 5DR 35 IN NOT LE55 THAN TWELVE(12) FOOT LCNGTH5;-OR-OTHER MATERIAL A5 APPROVED. 0 U. W STRENGTH VITRIFIED CLAY CONFORMING TO A.5.T.M. DE51GNATICM C700-71T IN FIVE 2, PIPE 5HALL BE TO PROPER LINE AND GRADE WITH A MINIMUM OF THREE(3) V a � a AD HANDICAP CURB R A � � FEET OF COVER. MINIMUM GRADE SHAM BE 0.5 PTJ I OOFT. UNL!`55 OTHERWISE rn 3 APPROVED BY THE ENGINEER. (�} LI r3 W 0 0 * � V O a II R PIPE TRENCH Lu SDR � �W � W W 4 Z L2 a o NTs DRAWN BY: DES FE .a N rn DATE: 12/t/W IV SCALE: V 1'-� � A SHEET#: o s 9800-L N INSIDE DIAMETER 1 . ALL PIPELINE WORK SHALL BE IN ACCORDANCE WITH rHE 15TANDARD 5PECIFICATION FOR WATER PLUS 2 FEET MAINS", 2. ALL TRENCHE5 5HALL BE BACKFILLED BY HAND FROM THE BOTTOM OF THE TRENCH TO THE CENTER OF THE PIPE IN LAYERS OF APPROXIMATELY 3"AND THOROUGHLY TAMPED UNDER THE PIPE AND COMPACTED AROUND THE PIPE. FROM THE CENTERLINE OF THE PIPE TO A DEPTH OF I FOOT ABOVE THE TOP OF THE PIPE, THE TRENCH 5HALL BE BACKFILLED BY HAND. FROM A POINT I FOOT ABOVE THE PIPE TO THE 5URFACE, THE TRENCH MAY BE BACKFILLED BY APPROVED BENDS MECHANICAL METHODS. BENDS L BENDS L BENDS L BENDS L 3. THRU5T BLOCKS SHALL BE MACHINE-MIXED, POURED-IN-PLACE CLA55 A CONCRETE AND SHALL 6" 11 1 4' 2'-0" 6" 22 1 2' 4'-0" 6" 45' 8'-0" 6" 90' 18,-0" BE PLACED AT ALL 5END5, TEE5, DEAD ENDS AND 51MILAR LOCATION5. THRU5T BLOCKS 5HALL a" 11 1 4' 2'-0' 8" 22 1 2' 5'-0. 8" 45' 10'-0' 8" 90' 24'-0" HAVE A MINIMUM HORIZONTAL THICKNE55 OF 2 FEET. 10" 11 1 4' 2'-0" 10" 22 1 2' 6'-0" 10" 45' 12'-0" 1o" 90, 29'-0" 12" 11 1 4' 2'-0' 12' 22 1 2' 7'-0" 12" 45' 14'-0' 12" 90' 34'-0" L = NINIMUM REQUIRED RESTRAINED LENGTH TEES o _ BENDS L r BENDS L r BENDS L BENDS L a_ 0 6'X6"X6" 13'-0" 1 10"X10"X6" 4'-0" 1 12"X12"X6" 7'-0" 12"X12"X12' 33'-0' M I I I I I 8"X8"X6" 13'-0" 1 10"XIO'X8" 16'-0"1 12"X12'X8" 13'-0" (n U L0 8"X8"X8" 13'-0" I 10"X10"X6" 21'-0" 12"X12"X10" 22'-0" ,Z W Lr = TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. 0 LEES _ HYDRANT BRANCH W , EXCAVATE FOR BELL Im 3 TEES Lr TEES Lr rFT1 TEES Lr rFrl TEES Lr 6"X6"X6" 20'-0" 10"X10"X6" 12'-0" 12"X12"X6" 10'-0" 8"X8"X6" 15,-0" C w Lr = TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. 0 le UNDISTURBED ® ® MATERIAL � L L r � -. M TYPICAL TRENCH SECTION FOR D . I . PIPE S ` °bey P .,U L2 e• r �,� o �, NTs a 0 tr. U CIO REDUCERS L ti O 0 PIPE REDUCTION SIZE L 12" TO 8" 38,-0" M 10" TO 8" 21'-0" Y/ M 8" TO 6" 21'-0" LEGEN w S-- SEED WITH CONSERVATION MIX AND W J 0 HAY MULCH UNTIL VEGETATION IS L — MINIMUM REQUIRED RESTRAINED PIPE LENGTH ® THRUST RESTRAINT � w ESTABLISHED. ol VARIES � GATE VALVE J = Q d 4 ? � U � 1 s" LOAM TO RUST RESTRAINT " FIELD LOK CASKETS m W o Co L O V /�\ NTS O CS /\ M� //\ j //\ /\/j -v \\\�\\\ \\\�\\\.�\ ..�� ,..\ ..�� \\\�\\\�\\\. Q a r V cc W • " � ooa N z = 2 SNALE DETAIL N � a wGRASS a L2 NTS VERIFY ANC BOLT LAYOUT WITH LIGHT POLE SUPPLIER SITE MAINTENANCE SCHEDULE � L0H` I. All vegetated slopes and swales shall be visibly inspected, twice annually, prior to the seeding seasons. All areas in need of repair shall be fertilized and seeded as regv i red. upff SU,,,"„ 2. Drainage systems, including structures and piping, shall be inspected and cleaned THIS 's � annually. All sand and sediment buildup shall be removed. W 3. Stone swales , inlets and detention basins shall be inspected annually. All debris Z Z I 3 ib" STONE RIPRAP ® + + shall be removed to maintain original design flows and capacities. LL C (4 4'OK X ' ' LARED END 2 THICK 4'►Ay 1/2' Mw. LL Q O� CULVERT -y 3/4" CRUSHED STONE o 4. Maintenance swork done in the buffer zone shall be done by hand to prevent impact O BEDDING, 6 THICK ; I x a • CONSTRUCTION SCHEDULE (General Construction) �■ LL m : . . a a o GRADEy` GRADIF + O 1. Cut trees to allow equipment on site. V a ROSS SECTION MIRAFI `: 2. Install silt fence LL FILTER FABRIC ' 3. Construct rough detention system, overflows to be seeded and mulched. O inZ HDM La = 5' MIN. f2 O.C. 4. Begin site preparation 0 Q G W OO •. •. . 5. Building construction W p ? 6. Final Grading and seeding of drainage System Cc I= Q F O p (4) h van eMs . '. . '• R: � 7. Paving and Landscaping LLa p Z a N p p INSPECTION SCHEDULE 0 LL p d J W ,` ? i o 1. Project engineer shall inspect the wetlands area and drainage systems during a J Q CULVERT A FLARED o LIGHT POLE BASE PLATE general construction intervals and shall report any deviations from the plans to the p p p + Lr) Q `. '` w.T.�. Agawam Conservation Commission in writing. W O Z r 94 A . � 2. Project engineer shall inspect the following specific phases of work. Z LL p p CONMIA. Installation of silt fence p pSONCTUR ;': B. Rough drainage system H C. Final grading and seeding W w .•'. D. Followup inspection during the following growing season. * � Z PLAN VIEW R 1R A I OUTLET F R OT EC T I O! V 18' DIA. NOTE: PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION DRAWN BY: DBS 7 CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE L2 ® REMOVED UNTIL ALL WORK IS COMPLETE AND VEGETATION 15 ESTABLISHED. N.T.S g LIGHT POLE BASE DATE: 12122 co SCALE. .'=� d a SHEET n 9800-63 OD r— i i I I i i T. m z = CO r- _ z� rri 0 u rn o V ► _ rn rn = _ _ -v_ - _ - a r-� - _ CF) _ T Z(n r�*1-uZ - - Cn - - - - - N Cn m O� rn oZ �m o v CD _ cy c m o m0 c .. M m 10,_oN 5'_7. w T/❑ PARAPET a 15'_7. r ir I 0 o F o 0 _ 0 a m REVISIONS PROJECT: NEVI/ CORPORATE OFFICE m a a MARK DATE DRW DESCRIPTION m m z FOR CDNRAD FAFARD, INC. ASSOCIATED BUILDERS, INC. - $� ° z N b OWNER: CDNRAD FAFARD, INC. 4 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075 'gddb 11 0 611 SILVER STREET, P.O. Box 790 PHONE 413 413 536-0908 536-0021 FAX 83S d N AGAWAM, MA 01001 4 ® - - — EMAIL, abuilders@abuilders.com ORIGINAL SEAL&SIGNATUREREQUMED _ FOR VALID CERTIFICATION ® - Y 30' WIDE TOWN OF AGAWAM DRAINAGE EASEMENT LOCUS MAP F-2B, LLC BOOK 10886, PAGE 454 SCALE: 1 ]ODD= f PLAN BOOK 311, PAGE 98. v7 z LU 30" PINE O U I 'WMAM G1q�LE ZZ 4" MAPLE CL ' Mo U I I I I _ QZU < ;2 Q N w 528.91 ' in3QQ 3CLI Z W N26'37'19"E -� NQ � � �n CL < LU Q � Lo j Q Ln U in Las r{�}- - - - _ _ -- - nw - - - - - _- -- _ _ - _ I _ _ _ v m cn LOCUS a <� ® ® BUILDING I I SETBq'CK �6• � 17 SPACES ~ � - _ ' - _ _ - -- --- -- -- _ _. - _ - � 1 1 f- I I I I `�iuc � 45' IWgDC I PROTECTIVE RESTRICTIONS FOR I 2-1/2" BIT. WALK 11 ¢ry0` BUILDING 1 AGAWAM REGIONAL INDUSTRIAL PARK 40' -{Q ' SETBACK I (Western Area Development Corporation, WADC) GONG. PAVING / / / / / / / / � / / / �.� I K �� bGAWA1�1 I I AND BERM 1 / / / / I 25� a vs x 6" SH ! U I L D I N cn 1 Project: Conrad Fafard, Inc. �- � �- ° �ETBAC e �- - - -�/ -f/ �/ L/ i`� �/ _ �� 1� �/ v I I AGgI„IAM Zoned: Industrial District A (Agawam Regional Industrial Park) w " a I BUILDING Use: Corporate Office f!a Q 24 FUTURE SPACES p = N SET p I I dy , un BACK Size: 12,Ibs sf office building Q yo�'ssroa Lot Size: 3.6B2 acres 160 3B8 S.F. > 6 SPA ES (2 HC) � l- -7- _.,..._.. ,_. .� _T �._... _... � -__�. .._�_._ _._. �. _.... � 1 ( ) w v ,y / / / / / / / / / / / I 5' WgDC N q' 8, 5+ 81 / TP-4 1 I PARKING Section Description I I SETBACK B. Signs o0 W, RAMP s I I TP-a 1 1 Lu e � � lows (I) sign <- 4 sf for business identity. t� p Lo 0o I I �► ` ¢\0 -�► ES a` 1 I Allows parking or directional signs as needed, Z o C 4 SPAC '�� 1 I each <- 4sf. a r SAD*" LO M N I I 2l' `;' G. Parking (n g p I 8' 60 I Except for limited number of visitor parking, no kin is Cp I �g LOADING a- � � � � � �r parking � >: I I I 4" T14" AREA I allowed an the side of the building facing a street or public way. W C4? O CONC. f T— �I 1EX i ST I N IC, I i SIDEWALK 10'xlo'x4' Il _ Allowed Proposed Q Q U) TREELINE I e DUMPSTER PAD 1 1 Parking setback from property line (ft) 5 27 = p� TO REMAIN I " W/ ' TALL STOCKADE FENCE 4 GATE 6 � I I � Parking setback from public way (ft) 10 56 � _ LL. Q I I I 1 1l 1 D. Loading and unloading - Not allowed on side of the building GI � 'x4" PARCEL F 2 8 1 ! ! I which faces the street m o tp Z 6.. rSh i I WALK AREA = 3. 682 ACRES , 11 j E. Setbacks O UJ 4 L&Ji I I ^" II I 1 I. Front Yards (min. ft from paved street) 75 75 W M I K . `n Ur Q + I 1 1I ! 2. Side 4 rear yards (min. ft from property lines) 45 IBO (min.) © r i0 WA C ., 1 7� I �' 1 1 1 F. "linimum lot size (min. sf) 65,340 160,555 Now �-0 PARKI ,G 1 cc p I SETBA�K I I PROPOSED 1 I 1 N. Maximum lot coverage (max %) 50 50 7.6� O r/3 W i Y I I I OFFICE BUILDING 1 11 j WILLIAM R. FERRY & (60,1°14 S.F.) G O Q K I PETER S. CORCODILOS 1. Maximum Weight max. ft) 30 161-3" U) Z 2 Z I 1 1 1 TRUSTEES OF GAC REALTY TRUST g I _ J I I BOOK 10586, PAGE 494 � a. W et -- -- - --- - - - - - - — - -- -- - -T - `- ! - - - - � - - I 1 PLAN BOOK 310, PAGE 126 J. Paving (Max, coverage after structures) 50 14.gX Q a C)4' MAPLE I I K. Garb cuts distance (min. ft) 200 200 N/A � Q , , ,F� 1 �� AD 257' r -," - -- - - - rj — -- - -- -- - -- -- -- - - -- - - - - - - - - - --- - - _ _ _ _ _ - - - - -- - - - - -- - - — _ � 1 N ISTING M C - M � AR AP J aAs slwlxvicE ` EXISTING 0 D d o j ZING (hpN OF A180)WAM ZING REVIEW (BY OTHERS TREELINE n z p n Z D ^- �� SR - -TO REMAIN - - -- - - - - __ - - - - .1_ _J � -71 �---- - - -- - - -- - - - - -- -- - -- - - - - - -- - - - - - - - -- "- - - - - " Project: Conrad Fafard, Inc. 95.00' R-= 5698.0 - L= 183.29' 177.56 302.08' Zoned: industrial District A (Agawam Regional Industrial Park) �- S 22.22'20 W Use; corporate Office S 24*0755 W Size: 10,000-14,000 S.F. Office Building rn D LU o -i 7] Section Description r SILVER STREET ® s n Z © IBO-13 Site Plan Review ° ° 60.00' WIDE PUBLIC 7\ n Recivired for all changes in use, structure, or parcel, Including parking. V■ 2 i 180-55 Permitted Uses O C. business use permitted in business A or Business B a AD UTILITIES . Any ti OVFRNE � W IAO-56 Height Regulations Allowed Pro � Max. Stories 2 I Q m Max feet 40 15'-3" 0 TBM = 9GRANITE STONE 180-57 Setbacks; yards Q O ROD IN BOUND GRANITE = 190.9 2 ILL . ,�-,v�'�d4��. Setback width at least dimension (ft) 40 60 (min.) V D 5ideyards rearyards 25 25 TOWN OF AGAWAM DATUM � W ? r A�� A � � SCAR e L a� 150-58 Lot coverage 1 W W � LU C NOTES: LEGEND 'C 180-59 Lot Buildingcoverage (max. X) 50 7.6% li F Q IRON PIPE FOUND o Frontage (min. ft) 100 100 804.7 O LL �� Q � 1. FOR REFERENCE TO ENCLOSED PERIMETER SEE BOOK 5368, PAGE 345 BOUND FOUND p Lot size (min. sf) 40,000 1601 3B8 W LL W AND PLAN BOOK 311, PAGE 98. CATCH BASIN J to > Q 2, UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON DRAIN MANHOLE V5 9 SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD HYDRANT W Z Q DATA, AND ARE APPROXIMATE ACTUAL LOCATIONS SHOULD BE VERIFIED SEWER MANHOLE WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT WATER GATE Z T /� ti � � Q PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. i' CONTOUR LINE �,t� �! Parking R ired Pro sed J. BOUNDARY AND TOPOGRAPHICAL INFORMATION BY TAKEN FROM PLAN OF 5' CONTOUR LINE " ^ � I space per 300 S.F. (assumed) 41 41 LAND BY HERITAGE SURVEYS, INC., PLAN NO. 2408-F-2, DATED 10/18/99. DRAIN LINE GC U WORK ACTIVITIES SEDIMENTATION EROSION GAS LINE i W 4. PRIOR TO COMMENCING WO SEWER LINE CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE - - - - - _ `' REMOVED UNTIL ALL WORK IS COMPLETE AND VEGETATION IS ESTABLISHED. UTILITY LINE o— - WATER LINE fi a 5. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR DRAINAGE LINES, THE CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM'S SOIL TEST PIT } TP-I DRAWN BY: DBS ENGINEERING DIVISION, 786-0400 X275/8. NO PIPING/APPURTENANCES WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. SITE LA""rOUT DATE: 12/22/99 I SCALE: 1" = 30' I" = 30' SHEET#: 07 FOR CONSTRO-11UCT�rn •) 9800-Ll 57 LOCUS MAP " F-2B, LLC SCALE. 1 " = 1 Doo'f I + BOOK 10886, PAGE 454 I INV 18"R(,'P 189,24 PLAN BOOK 311, PAGE 98, f i �- 30" PINE w O Ni 93 41" MAPL� \ �92"�_.s - -� l _192 528.91 ' --- N2 6'3 7'19"E p a GRASS Lu i CDi xBTMw1 DRAINAGE6 RIRPAI3 O' -� �_._. �� WALE L5 (TYP.} ♦ -_--y x8TM-188.50 Ix y ♦ / 5�"' p S 1 J I xt 90.73 t 91.30 x ♦\1 .75 xV TO REDUCER , Y i \ Tp-I AND 6' 45• ��♦`�� LOCUS ® ® ® EXlS Tllv'G 12" RCP r�T ELt�ow j INV. OUT I FLARED END x S ' ` h, , I I , RIPRAP "" I.P. WA TERIeq.5o t 20 STUB �\ / �. / _ �7\�� '`y r ` `�v�ETxS ' L5 o ELEC%TEL-� a � 5H ! % / / I / / T `, a z x F I " i F30X 9 � 80.7s y/ / ! / / I`/ / \� / �'- - EXISTING R�AINAGE STRUCTURES Q � " x8TM-189.2s = - - 1 - - �j W v v n 6" PVC SANITARY SEWER STUB t-- _�` 92. Y _ URE SPACES '�, �` DMH #1 �►� APPROX. INV 182..0' (FIELD VERIFY) I �.� �OP. ED _ _ RIM = 190.56 D.I. -'- ,__� -- -7 - -T T __ T_. .._ -_ ��_ �, INV. 12"RCP IN = 185.46 �' INV. 12 RCP IN = 155.76 ° �I `� ,� 5 /� / / % ``�_ ; / / / / / t9t.9ox - _ INV. 15"RCP IN = 185.01 II 92.2 I 192.10 I / �_ INV. 18 RCP OUT = 184.96 ■ I 192.7s TP-3 W SHELF i86.0 U ap C:o �` ! �� - TP_4 '� O DMH #2 Z © G L192.27 192.2 1 ,.� p RIM = 190.8192.72 0 41 ! s. p INV! 18"RCP 1N/OUT = 183.46 M = 'nito N r S'�a _�`�-_ 195 �,� 00 SHELF 184.5 N m L17 I1 `�� 92 s� 192a �� t92.7s 192.7 CB #1 >' �C RIM = 190.55 W J r o Z iRIPPAP I, Irv.-J.00 '�� - ugh � J INV. 12"RCP OUT = 186.55 C.O. ,,� `�,��`�� ------------------ 195----------- ------ --------------- ------------ SUMP - i 85.2 a -rz Ly; , 4� - -__-----------------y-------_----------_----------_----------------------- - _ --------- -- - ------------_------- - ----------- J = j f La 194.1 � � `�`� fu 1 i'- �_�_ _- _�__ _� -�_-=-_-- _ - --- ----- .------ -___ 195_.l 94--19.3 - .W �=� ----------- CB #2 2 1 tl .50 _ - _ - _ _ - -- - RIM 190 29 = H - _ _ �.� !NV 12"RCP IN - 185.79 ran cm INV. 12"RCP OUT -- 185.64 W O Cc QI w G" ASH 'I mv. I' 61N �. SUMP = 184.9 C I 11 Q W q An I 1 -- -- _ �s1 #3 CB W M �.• Y _ I r _ "a I "�g ` RIM = 191.58 - Gy I INV. 12 RCP OUT 189.28 p i t SUMP = 186.88 J M -- __ PARCEL F-2 - 81 a Q ' _- -- _ `,, __ PROPOSED A R E A - 3. 682 ACRES `� V F"" -REXISTING SANITARY STRUCTURES O cn W J EXISTING UNDERGROUND �; Z 12,168S.F. WILLIAM R. FERRY & = Z - ELEC. CONDUIT Y � I U �, \ OFFICE BUILDING PETER S. CORCODILOS SMH #1 (� Z a -� *FF ELEV. = 194.00 �- RIM = 190.70 - _ f m TRUSTEES OF GAC REALTY TRUST INV/ 10'PVC IN/OUT = 174.75 N • `--- - ------ 1 s �'�_ _. --- BOOK 10586, PAGE 494 a I -- ELEC,/TEL_-- I 193.'S0 9 . EXISTING PLAN BOOK 310, PAGE 126 SHELF = 175.6 a � TII SMH #2 80X#1[1 '�"' -' r arr- �� r $ TREELINE RIM = 191.07 i 4";1vlAF'LE TO REMAIN I 1 `♦ INV. 6"PVC IN = 182.87 NT�ERGROUND ELEC. TRANS _F- -v - ,--��rti, INV. 10"PVC IN/OUT = 174.04 Ica ' k EXISTING ( ) 4' PVC CONDUIT (ELEC.) �, r-.i �`� •- -�� SHELF = 174.7 E ' -- --- (1) 3' PVC. CONDUIT (TEL.) ♦ ` r-�/ �� _ �_., _....,✓--ti•---�,-�,:--- / i r AREA GAS SERVICE� �, SMH #3 (BY OTHERS INV. 4"PVC IN = 184.85 GUY POLE �� I INV. 6"PVC IN = 178.28 INV. 10 PVC IN OUT = 173.53 i 95.o0 302.08 jf j �s0 98 R= 5698.0 - ' L = 183. 29 ' 177.56 ��" SHELF = 184.8 0 -- S 24°07'55" W �-- S 22 22 20 � ��_�._ ..� -.�-�� SMH #4 ' SMH #4 r I -- - - - _ - - _ - - - ► _ _ __ _._ __ - - ._ _ _.__-�_ - - - - - ----- _ - - INV 10 f PVC2 N OUT - 179.88 Lu '�XrS7ING GAS MAIN ��`` _ - _.. . . ._ c 0 CB #2 CB #1 �-q 91`� SHELF = 180.48 Q N /' ! DMH #� i U r ' _ ��-� -._.---- �-� U Mt-I #1 S M F-f .#1 SMH #5 Q f w SMH #3 __- SMH #� ------ SILVER_ STREET �. ._____--__-...-__-- RIM = 191.90 -� - j INV. 10"PVC !N 60.00 WIDE PUBLIC , /our = 181.00 _ LL -190--_ E XISTING WATER MAIN SHELF = 181.50 __ _ - --- - --- - -- -- -- - _ - - - c)�t-RHIAO UTIf_ITIE W x TBM = aQ O ROD IN GRANITE STONE U a BOUND ELEV. = 190.91 TOWN OF AGAWAM DATUM CL CL W Z Lu pW c � UJ o LEGEND !"- a o NOTES: 0C/a U. N a 1. FOR REFERENCE TO ENCLOSED PERIMETER SEE BOOK 5368, PAGE 345 IRON PIPE FOUND Q BOUND FOUND 1.1 U W W 2 AND PLAN BOOK 311, PAGE 98. W CATCH BASIN a > 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON DRAIN MANHOLE % J a -i a SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD HYDRANT Z Fn a Z DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED SEWER MANHOLE G WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT WATER GATE O 0 0 PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 1 ' CONTOUR LINE rZ 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION BY TAKEN FROM PLAN OF 5' CONTOUR LINE ----------------------------------------------------- --- -- --- -- -- - - F.. LAND BY HERITAGE SURVEYS, INC., PLAN N0. 2408-F-2, DATED 10/18/99. DRAIN LINE U GAS LINE ____ _ . __ __._ _ W W SEWER LINE -- - - --- - - - -_._._____- - O Z UTILITY LINE WATER LINE _-- SOIL TEST PIT DRAWN BY: DBS GRADING / IDRANAGE / I UILfkTIE S DATE: 12122199 3 SCALE: 1' = 30' SHEET#: NOT FO[ CEO ]��G�UC 7Wm 9800-L2 TREEING I i I (6) SUMMIT ASH ! I w LAWN (q) JAPA ,ESE cn w I I 1 I Z CRABAPP I o (2) SUMMIT ASH O (oI" THICK W z co 3 co(1) BEE CONC. WALK `Y LAWN w g 0 EASTERN REDBUD Y LAWN (5) WASHINGTON HAWTHORN I 4 ® ® (6) ROYAL AZALEAS y S 0 (3) YEWS a TS (A) YEWS - - (6) PINKSHELL AZALEAS ¢ U H LAWN 3 (1) SWEET GUM (6) JAPANESE WOOD (3) MT. LAUREL � � a � Qo (1) KAT5URA TREE I ■ (14) WILLOWLEAF COTONEASTER 12+8 CRANBERRY COTONEASTER I ti co C (3) SHADBLOWS rO 0) 2 5113ERIAN S�RUCE 3+3 SIEBOLD VIBURNUM � ( ) ! 4 (9) WHITE f RHODODENRON LOADING (4) STAR MAGNOLIAS + C'7 ,$ ==f AREA ! W W v -� O qrlr li O '4. N; A ' * I Q C3 I (5) CHINA BOY HOLLY - { EXI y ., * LAWN I FIELD GRASS J Q x ' a CD TREELINE C6) YEWS o (q) YELLOW LAWN - s (�Y� PORENTILLA CANOPY I (1) CANOE BIRCH LAWN I = H TO REMAIN r p r, ,,r, (4) SPICE VIBURNUM 'T1 c4j r LAWNY ca Q11EXISTING r TREE ANDROMIEDAE (3) YEW (3) YI WS L R 1 ac co i. PARCEL f^J J WINTER 0 _ LAWN F}... t__.- - �ww - =- �l-_ :�1 I 'AREA • 682 1ACRES Q t? �A �� __ ' I , cc cl) O = Z - � Oct � ^^ R OP lam, I V) z = V 1 , 168 S � „_ I N � aW h' I �I ! E_ 11 ING LEMONSTRATION GARDENS (40) PRIVET HEDGE J _ I - 1 I I ! ! ' I 4'X4'X6" TREEING <� PAD I r �I W o m f I EXISTING `� ,+�.. I LAWN TREES TO REMAIN {` (' (2 r t r / RiN �'a1. Ray♦ �a4• �' � �•` •� EXISTING , �. TREELINE W xO PROPOSED SIGN (II) KWANZAN CHERRY TO REMAIN Oct LOCATION JJ ..J � J./ ✓.J Q `1 ✓✓ �✓ ✓ ✓ ✓✓ ✓ .I ✓ ✓ _r� � J ✓ � LAWN ✓ ✓ ✓ O �; U a ✓ _ < -c, Z ✓ uj r ✓ _.. _ MIX a LL 0w LLW � TREE SCHEDULE SHRUB SCHEDULE SILVER STREET QTY. BOTANICAL NAME COMMAN NAME size QTY. BOTANICAL NAME COMMAN NAME SIZE 3 PLATANU5 ACERIFOLIA LONDON PLANE TREE 2-2.5' 6 AZALEA VA5EYI PINK544ELL AZALEA NOTE: ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE W O Z 1- Q " ROYAL AZALEA 3 GAL. PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL z n U ti 6 CORNU5 KOUSA JAPANESE DOGWOOD 1.5-1.75 6 AZALEA VISG05UM r 3 CERCIS CANADENSIS EASTERN REDBUD 6-7' 19 TAXU5 X M 'DENSIFORMI5" DENSE SPREADING YEW 3-3.5' BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. Q 8 FRAXINU5 P.L. "SUMMIT" SUMMIT ASH 2-2.5" 4 VIBURNUM C. COMPACTA KOREAN SPICE VIBURNUM 18-24' 5 CRATAEGU5 PHAENOPYUM WA514INGTON HAWTHORN 6-10, 9 RHODODENDRON C. ALBUM WHITE RHODODENDRON 2.5-3' NOTES. W Lu I FAGU5 5. "PURPLE FOUNTAIN" PURPLE BEECH 2-2.5' 3 KALMIA LATIFOLIA MOUNTAIN LAUREL 3-4' I. LANDSCAPE DESIGN BY ROBERT KENT OF K.D.I. LANDSCAPE CONSULANTS. SYMBOL I LABeLaryl DESCRIPTION O Z 1 CERCIDPHYLLUM JAPONICUM KAT5URA TREE 2-2.5" 14 COTONEASTER 5. REPEN5 WILLOWLEAF COTONEASTER 2 GAL. 2. ALL DISTURBED UNDEVELOPED AREAS SHALL BE LOAMED AND SEEDED 4 400 WATT MH AREA CUTOFF FLOODLIGHT, 16' SQUARE POLE a O WITH CONSERVATION GRASS MIX. a 2 70 WATT MH WALL MOUNTED SECURITY LIGHT MOUNTED 7' HI. 2 PICEA OMORIKA SERBIAN SPRUCE 3-4, 4-5, 6-8' 7 PIER15 JAPONICA 'MT. FIRE' MT. FIRE ANDROMEDA 3 GAL. A I 70 WATT MH FLUSH MOUNTED SOFFIT LIGHT 6 VIBURNUM 51EBOLDI SIEBOLD VIBURNUM 5-64 5 ILEX X M CHINA BOY CHINA BOY HOLLY 24-30' I BETULA PAPYRIFERA CANOE BIRCH B-10' 9 POTENTILLA FRUTIC05A YELLOW PORENTILLA 3 GAL ¢ O 5 BOLLARD LIGHT DRAWN BY: GAC 3 AMELANCWIER CANDEN5IS SHADBLOW 6-51 40 LIGU5TRUM X IBOLIUM IBOLIUM PRIVET 3 GAL. I LIQUIDAMBAR 5TYIFERA SWEET GUM 2-2.5" DATE: 12122I99 4 MAGNOLIA STELLATA STAR MAGNOLIA 5-6' LANDSCAPE LIGHTING PLAN 11 PRUNU5 5. 'KWANZAN' KWANZAN CHERRY 6_81 9 MALUS FLORIBUNDA JAPANESE FL. CRABAPPLE 1.25-1.5' SCALE: 1' = 20' 1" = 20' FIELD BRASS AREA, LOFTS TRIPLEX RYE GRASS MIX, 6# PER 1,000 SF. MSHEET#: LAWN AREA, LOFTS STANDARD GENERAL PURPOSE MIX, 40% BLUEGRASS, 35%RYEGRASS, 26% RED FESCUE IJ V O� �� CONSTFO-RUCTON 9800-0 ct) 1 " TOP COURSE z w 0 U 1 ---1/2" BINDER COURSE 0 a I I I I ' 1=1 I I—I� 1!! z W Li3 p ''':. I 11=1 I I=I I ml 11=I I I= _ m II1-1=IIICIIICIIICI 4" THICK o ..:................... II=III=III=III= CONC. SIDEWALK — — — — FF=194.00 � ¢ PITCH 2 0 W z cn 6 GRAVEL 4-6a m I I I I 8" MIN GRADE 0 BLDG = 193.50 PITCH 2% o 60, -1/C2" ,192 C, S I I 1 — — — — — = 72 192. SIT ON a � r e p =1 I I I VI I I I I-1 11 i 1= 111=1 i_I I I I I- 111 VI 11I I I =IIII 1- IIII-11111=1111 IV I I=1 111 I I 11- I_=11!11=1 I=1 I I 11_ a o o . , , 8 0 PAVING a 1�i-1 I I I I— III=1 I 11�1 I I I I-1 I I I I�1!— IIII-1 11�1 I I 11�= = f� +„ I11�11 I1111�1,11�1111TIIII�IIIiI�Ill=11T��I�IIII�II�I111�! lI�IIIITII�Illlli 1�IIII,iI�IIIII,11�1111111�11�f11111111i1 fllll1=1111�-1111 11�111111=��111 I�IIIIIII-IIII1= a PAVING DETAIL _I1- 111_I III-1 I 111_ III---- 111 IV f l=1 I I 11__= I I I I__I VI I I I I-f I I I I-_=1 - _ -- L I = III 1 1 I I I ICI 111-f I I I I II I I!-1 I I I I-1!�I f -1111=1 I I 11= I I-I 11 -I I I I I-I I I I I- I ICI I I f 1= :�o z a Q �y a 0 51DENA >_ K., DETAIL r 2 V � o 0 L I �' rr o 0 NT5 Q csD Lo E W om0 O a X 'ca ... w ,o m cn o M 0 W ' M � © `n "NEENAH" R-7506 SERIES J C'y FLOOR BOX FRAME AND LID Q Q r OR EQUAL W/S.S. CAP SCREW cu LID CLOSURE. // U W 24 SQUARE 0 © z J CLASS A N O Q N = � 1811+D12 1211+D12 I CONCRETE 13 �/ a w i I BIT. CONC. I PAVEMENT GRASS AS SPECIFIED I IF X 15 LE55 THAN 46", THAN SLOPE OF FLARED 51DE5 5HALL NOT EXCEED 1 : 12. i I NO LEDGE OR UN- , EXCAVATED MATERIAL J SHEETING IF USED SHALL I SHALL PROJECT BE- .• BE LEFT IN PLACE BELOW I I YOND THIS LINE THE LINE OF NARROW TRENCH LIMIT EXCEPT 1 WHERE OTHERWISE INDI- CATED OR DIRECTED. I 4 LQ • X 1{ O // N COMPACTED PROCESSED Lu 3/4" CRUSHED STONE SHALL d BE PLACED AGAINST UN- G 0 DISTURES MATERIAL OR Q r SHEETING C �' C a CLEAN OUT W/ LL Q PAYMAENT LIMITS FOR VARIES SCREW IN PLUGS SWEEPU. ` Q • N EARTH EXCAVATION d C G i cn O o 0 N Q Q 0 rTl S�O�'F• `.\0 I �II I N NOTE: PVC SEWER PIPE Q m AND FITTINGS TO BE ASTM EXCAVATED BELOW NOR- SDR-35,33 OR 3034 d a MINI \I MAL DEPTH AND BACK- UNDISTURBED MATERIAL V 3 6 // !"f 1 I Y FILL WITH BANK RUN GRAVEL AS DIRECTED O W ~ Q /� // WHEN BLE in STS W W 0 4 -6 TYP, 48 PREFERRED a a� o rn 1. PIPE SHALL BE 6"MIN. FOR 5ERVtGE LINE AND 8 MEN. FOR TRUNK LINES,EXTRA (5)FOOT LENGTH5; -OR-POLYVINYL CHLORIDE(P.V.C.)SEWER PIPE CONFORMING TO A.5.T.M. DESIGNATION D 3034-73 5DR 35 IN NOT L.E55 THAN TWELVE(12) T _ - O cn LL Q U FOOT LENGTHS; -OR-OTHER MATERIAL A5 APPROVED, - 5TRENGTH VITRIFIED CLAY CONFORMING TO A.5.T.M. DE5IGNATION C700-7I T IN FIVE - W U. Ir W CURB 2. PIPE 5HALL BE TO PROPER LINE AND GRADE WITH A MINIMUM OF THREE(3) ' c ADA HAI\ IDICAP RANP FEET OF COVER MINIMUM GRADE SHALL BE 0.5 FT./I OOfT. UIVIFSS OTHERWISEEyyyT��\\ APPROVED BY THE ENGINEER. a^ Z N L I NTS W ti 0 SDR SEWER PIPE TRENC" mW w r4a'� SANITAR"r CLEANOUT 0 L2 4b m IL O NT5 L2 N.T.S. DRAWN BY: DBS DATE: 12/22/99 SCALE: 1"_1'-0" SHEET#: 9800-L4 INSIDE DIAMETER 1 . ALL PIPELINE WORK SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATION FOR WATER PLU5 2 FEET MAINS". 2. ALL TRENCHE5 SHALL BE BACKFILLED BY HAND FROM THE BOTTOM OF THE TRENCH TO THE CENTER OF THE PIPE IN LAYERS OF APPROXIMATELY 3"AND THOROUGHLY TAMPED UNDER THE PIPE AND COMPACTED AROUND THE PIPE. FROM THE CENTERLINE OF THE PIPE TO A DEPTH OF I FOOT ABOVE THE TOP DF THE PIPE, THE TRENCH SHALL BE 13AC.VILLED BY HAND. FROM A POINT I FOOT ABOVE THE PIPE TO THE 5URFACI_, THE TRENCH MAY BE BACKFILLED BY APPROVED BENDS MECHANICAL METHODS. BENDS L JFn BENDS L [FT1 BENDS L rFri BENDS L FT 3. THRUST BLOCK5 5HALL BE MACHINE-MIXED, POURED-IN-PLACE CLA55 A CONCRETE AND SHALL 6" 11 1 4 2'-0" 6" 22 1 2' 4'--0" 6" 45' E'-0" 6" 90' 18'-0" Cn BE PLACED AT AL BEND5, TEES, DEAD ENDS AND SIMILAR LOCATIONS. THRUST BLOCKS SHALL 8" 11 1 4' 2'-0- 8" 22 1 2' 5'-0" 8" 45' 10'-0" 8" 90- 24'-0" z HAVE A MINIMUM HORIZONTAL THICKNE55 OF 2 FEET, 10" 11 1 4' 2'-0" 10" 22 1 2' 6'-0. 10" 45' 12'-0" 10" 90' 29'-0" Ld 12" 11 1 4' 2'-0" 12" 22 1 T 7'-0" 12' 45' 14'-0" 12" 99 34'-0" L = MINMUM REQUIRED RESTRAINED LENGTH 00 Z TEES o_ o _ BENDS L rFT1 BENDS L BENDS L f FT1 BENDS L f FT ~ a Q 6"X6"X6" 13'-0" 10"X10"X6" 4'-0" 12"X12"X6" 7'-0" 12"X12"X12" 33'-0" Z I I I I 8"X8"X6" 13'-0" 10"X10"X8" 16'-0" 12"X12"X8" 13'-0" y w 8"X8"XS" 13'-0" 10"X10"X6" 21'-0" 12"X12"X10" 22'-0" Z w Lr = TOTAL LENGTH BETWEEN FIRST JOINTS ON ETHER SIDE OF TEE ON THE RUN. _O Fn a TEES — HYDRANT BRANCH a EXCAVATE FOR BELL - W to TEES Lr FT EE TEES Lr TS Lr FT TEES Lr tY CO 6"X6"X6" 20'-0" 1O"X10"X6" 12'-O" 12"X12"X6" 10'-0" 1 8"X8"X6" 15'-0" D Lr = TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. � o UNDISTURBED <1 MATERIAL �• L L L r © TS T"rPICAL TRENCH! SECTION FOR D . I . PIPE 1 Hill 5 L2 NT5 wUzP�° �u > �a c dU* co REDUCERS o L Z r O o PIPE REDUCTION SIZE L CFTI 12" TO 8" 38'-0" rn� Q 10" TO 8" 21'-0" C M Lr) 8" TO 6" 21'-0" LESEN G SEED WITH CONSERVATION MIX AND LLJ HAY MULCH UNTIL VEGETATION IS L = MINIMUM REQUIRED RESTRAINED PIPE LENGTH ® THRUST RESTRAINT W J V ESTABLISHED. Q C3qCx .� y VARIES ® GATE VALVE =J Q s" LOAM ' f THRUST RESTRAINTS FIELD LOK GASKETS o © Cc NT5 UJ M � cc _ O Cn � 0 za rG BRASS SNALE DETAIL v� maw Q L2 NT5 VERIFY ANC BOLT LAYOUT WITH LIGHT POLE SUPPLIER SITE MAINTENANCE SCHEDULE � ` 1. All vegetated slopes and swales shall be visibly inspected, twice annually, prior to the seeding seasons. All areas in need of repair shall be fertilized and seeded as reap i red. MSEPLAIt 2. Drainage systems, including structures and piping, shall be inspected and cleaned U1 T ;�` DETAIL � annually. All sand and sediment buildup shall be removed. O 3. Stone swales , inlets and detention basins shall be inspected annually. All debris r �I 3 k�6" STONE RIPRAP ®t4} � .,o� CID x II + + shall be removed to maintain original design flows and capacities. �. Q LARED END 2 THICK 4- v2- I� !: .` O 3/4" CRUSHED STONE �� 4. Maintenance work done in the buffer zone shall be done by hand to prevent impact W Q CULVERT BEDDING, G" THICK " : ' o to the wetlands. O X CONSTRUCTION SCHEDULE (General Construction) W m MIRAFI ` •'_ • ~%. A + 1. Cut trees to allow egyipment on site. Q W GROSS s c ION o v a FILTER FABRIC I 2. Install silt fence „ ,� • 3. Construct rough detention system, overflows to be seeded and mulched. La = S' MIN. �z-O.C. O Z ~ O 4. Begin site preparation N W O 5. Building construction �. W r p D • G. Final Grading and seeding of drainage system Q O (4) 15 VM 9MM . '. : 7. Paving and Landscaping �L Q INSPECTION SCHEDULE O � LL Q CULVERT ;' FLARED � . 0 1. Project engineer shall inspect the wetlands area and drainage systems during �' Q J Q o v LIGHT POLE BASE PLATE general construction intervals and shall report any deviations from the plans to the N N p + • Agawam Conservation Commission in writing. W Z Q ------------ p'•. •. 2. Project engineer shall inspect the following specific phases of work. ZI` Cafy*- Q CONCRM A. Installation of silt fence p _ SOW"'SE B. Rough drainage system U �' • G. Final grading and seeding cc PLAN VIEW D. Followup inspection during the following growing season. O W • . Z ?r CL o 7 RIRAP OUTLET PROTECTION Ig" DIA. NOTE: PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION ® CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE DRAWN BY: DBS L2 REMOVED UNTIL ALL WORK 15 COMPLETE AND VEGETATION 15 E5TABL15HED. N.T.s LIGHT POLE BASE DATE: 12122/99 8 L3 Nr5 SCALE: 1"=1'-O" SHEET#: 9800-LS + I J. P. STEVENS OR EQUAL + I + 6" STO ACCENT STRIPE I I o I MEMOBRARNE IGID ROOF)L. E OVER f 6" STO ACCENT STRIPE 4" STO ACCENT STRIPE 4" STO ACCENT STRIP STANDARD BRICH w ��STO FINISH (RED) SOLDIER a w4" STO ACCENT STRIPE COURSE Y 1 4 1Ik,I&, 1 1 / 1 11111111IA I , 1 1 1 1 1 , 1 1 f 1 1 , , 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 i 1 1 t 1 1 1 1 1 1 1 , 1 ! 1 1, f 1 , 1 ,, 1 1 1 1 , V 1 , 1 1 ,t 4 It, 1 Ik 1 tk 1 1 Ik1A k 1 ,tk k 1 1 A 1 III1III 1 I,Ilk 1 a1 1 , I 1 1 1 Ilk 1 1 1, 1 1 1 k 1 1 I 1Ib 1 flk 4 I 1 1 1 1 1 , 1 1 / 1 L, t 1IL,Ill,!N6 1 1VII1111 1 1 IL 1 16 1 IL, I 1,L 1 I IL R 16 1 Ill 1 A 1 11, I 16 1 111.1 1,1 16 1 A I i A 1 A I III 1 IL 1-L 1 11I 1 1 1 1 11 1 1 1 I , /1 1 1, 4 1 1 1 1 1 1 1 1 I p CL \ OD -j J -i 1 I 1 1 1 1 I 1, 1 1 I I 1 } 1 1 It, 1 1 „ 1 1 5 1 1 1 1 1 1 1 1 1 I I I 1 I C/ I"`I p \ 1 1 1 ' , 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 { ' 1 1 1 1 1 1 1 I I 1 'S, 1, 1 1 ,1 '1 4 1 1 I t I I '1, 1, 1 4 1 1 1 1 1 1 El V1 \ \ 1 1 1 1 , 1 1 1 I 4 1 I 1 1 1 1 1 1 1 1 { 1 { 1 1 1 1 , 1 1 1 1 1 1 1, , 1 1 1 1 1, 1 , 1 1, 1 1 1 , 1 1 1 ❑ ❑ I- A1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t I 1 1 1 1, 1 1 1 1 I t 1 1 1 1 1 1, I 1, 4 1 1 1 l 1 1 I 1 1 1 1 1 5 1 I 4 1, 1 1 f 4 I 4 L 1 1 I 1 4 1 1, 1 1 1 1 1 1, 1 1 , 1, 1 1 L I , 1, 4, 1 1 1 ,, 1, 1 1 1 1 1 N \ \ W 1000 oHD. t I 1 1 , ,,' r , 1 , 1 1 ' 1 ' 1 1 1 , , t ' 4 1 , , 5 1 „ 1 1, 1411 „ 1111 „ 11 Y 1 1 , 1 1 , 1 , Y 1 1 1 , 1 1 1 1 1 ,, 1 1 ,, /4 1 , i I , ' I , {r 1 ,, I t I I 1 1, I I I t 4 1 1 ,, t 1 1 , 1 , . Q z 2 ., o I O wr 1 1 1 , 1 , 1 1 I { , 1 , 1 1, I 1 1 I 1 , 1 I { 1 1 1 1 1 1 ( 1 , 1 1 I 4 1 I 4 1 1 , I I 1 I 1 { I I , 1 , 1 1 1 1 4 r 1 1 1 I r I, 1 1 i t 1 1 1 1 1, 1 1 1 1 1, I I i t 1 1 1 1 1, 1 1 1 1 1 1 ,1 1 1 4 1 I I 1 1 1 1 1 1 1 1 1 { 1 , k I , 1 1 1 , 1 1 1 I 1 , I 1 , , , 4 1 1 1 1 1 1 r I , 1 1 1 1 1 1 1 1 1 l 1, 1 t, 1 1 1 I I 1 ,I ,, 1 1 1 {1 1 I I 1 1 1, 1 , I/ 1 1 ,, 1 I 1 1 1 /�,� Q '^-' GRADE1 1 1 I , t 1 I , , , 1 1 , 4 , , , 1 , 4 I , , 1 , / 1 1 I , t 1 , 1 , 1 1 , 4 1 1 , 1 , / 1 , 4 1 , 1 , , 1 1 , i , , 1 , , 4 1 , 1, , ,, , I I „ I r 1 1 , I, ,, ,, '/r l l , ,1 1 1 ,, I r ,, ,, 4 r 1 1 1 I I 11 1 1 , 1 1 1 1 1 1 , 1 , 1 1 ` ' .--1 GRADE CL ❑ 8 -0 x5 -0 5 -4 x5 -0 z t " 1 11 STANDARD BRICK N N I pq P - -- - - -- - - -- - - -- - - -- - - -- - - -- - - - - - - - - -WINDOW MASONRY WINDOW - -- - - - - - -- _. . ._. . _ _ - - - - - -- - - - - - - -_ _ _ - - -- - - --_ - - -- _ - -- � _ _- - - - - - - - - - - --- -- - ... - I� (RED) 50LDIER Z w CC - - - - - - - - - - - - - - -= = I~AIQDI�(== -- _ _ - -CCCC= - - == _ _ - - _ - - - - - -�-- - - - ---- C O � °- o - - - - - PILASTERS 6'-0"x8'-0" COURSE NEST TAN SPLIT FACE TAN SPLIT FACE rn _ V) a EXT. DOOR 4 SILL BLOCK 4" VENEER BLOCK, (BEIGE) W if� (BEIGE) I/V" I1_011 w S a 0 0 12 W � 4q ® ® 12 1/4" 11 1/4" a ?3 a o �yy F I I P. STEVENS I + I I J S EV NS OR EQUAL + + + I + I x 'r STO FINISH I ` MEMBRANE ROOF OVER I J. P. STEVENS OR EQUAL 6" STO ACCENT STRIPE , wu tip' o I 3" OF RIGID INSUL. 1 I I 6" STO ACCENT STRIPE f 131E aBR RNGIDR00 OVER ' I j 4" STO ACCENT STRIPE 4 STO ACCENT STRIPE c� 0 - - .-- - - - - - - - - - - -. - - - , - - - - - - - -- - � w - - - -- - - - - - - - - - --- - - -- -- -- - - - - - , - - - - - - - - - w Q. r 4" STANDARD BRICK 4" STO ACCENT �: a STO FINISH � Z (RED) SOLDIER COURSE STRIPE :� _ z s z V 0 a an CD Z ~ /� O 1 1 1 I 1 1 1 , , , 1 1 1 , , , 1 /•y. ❑ 4••L '•_ p , 1 1 1 , t, 1 4 1 1 4 1 1, 4 1 , 1 I, ,, , , 4 1 , 1 , , 1 , , I t , . Y�, p Q `L 11 I I 1 I 1 I 1 I 1 1 1 1 I 1, 1 1 , 1 5 1\ 1 5 11 1 5 1 1, 5 1 1 W 1l 0-y � -O I O r,- I , I I LNN1 IJ ❑ �y � 1 ,, 1 1 1 1 1 1 „ 1 1 I,,' I I 1, 1 1 1 1 1, 1 1 I ,1 1 1 1 1 1, I }, „ I I I „ I I „ ,11 I I 'r 1 1 t 1 1 t , I 1 , 1 4 , I } , 1 1 , I , 1 1 1 1 I p O I 1 I 1 1 1'1 ' I 4 1 1 ' t 1 1 , 1 4 1 1 1 1 , I..fi \ IL p I ' I I I I ' 1 4 1 ' ' , ' , 1 , ` 1 , 11 , ' I 1 , 1 ' 1 , 4 It1 ,It, 1111111, 11111E 11114/ 11 '11411111 t1 '1, 11411 ,1 t11, 1, L, „ 1 4 , 1 1 1 'S 1 1 { 1 1 1 1 1 4 , 1 1 1 , ! 1 ' 1 1 r , 2�_�� p L y x F- I- '/, , 4, ,1 ,, 1 1 1, 1 1 4, 1, 1 1 ,, ,, 1 1 ,, 1 1 1 ,, ,4 I I 1 4 1 1 1 ,, „ 1 1 ,, ,l 1 1 1 1 4 1 , 1 1 , , , , 1 , 1 , 1 1 1 , , 1 LJ r 1 1 , I ' 1 1 , I I , ' 1 ' 1 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 1 ' \�ff'�11 pi,t^ V, 1 1 1 1 1 1 1 1 1 4 1 1 f 1 1 1 1 1 1 1 1 1 L 1 1 L , 1 1 1 1 1 , 4 1 1 4 1 1 1 1 ■ GRADE \ 1 ' 1 ' I 141 , , 1 ' 1 ' , , , 4 ' , ' 1 ' , 4 1 1 , 1 , , , , ' , ' L , ' , I y W . \ W a! , ' 1 1 1 ,, I, I, , ,, 1, 1 1 , ,1 1 ,1 1 1 1 , 1 1 , , , , , 1, 1, ,/ 1 1 , ,1 I ' I ' , 4 1 , I ' 1 ' , I , ' , 1 1 I 1 O 1 1 ' , I , I 1 1 , 1 1 1 1 I , 1 l 1 , ' 1 1 1 ' I r 1 1 , 1 ,ImJ I [] O I l 1 1 1 t 1 , ,1 1 1 I, 11 1 ,t 1 1 , 11 11 , 4 1 I ,/ 11 I , 1 1 1 , 1 4 I , 4 1 , I I , / I 1 I 1 1 , I i 1 1 , 1 , 1 1 ' r ' 1 , 1 4 ' I ' 1 I I I ,` I I 14 11 I I 1, t 1 1, /1 I, I I I I I 11 11 1 1 I 1, , , I / 1 1 1 1 1 4 , I 1. Q I ' ' 1 1 I I 1 1 1 1 1 , ' 1 , 1 , 1 ' 1 ' 1 1 1 1 1 k , 11, O , I I ,, 1 1 ,1 1 1 1 1 1 1 1 1 I I 1, 1 1 1 1 1 1 1 ,1 1 1 1 t 1 1 , I 1 1, 1 1 1 1 1 ' ,I' 1 ' , 1 ' 1 1 1 1 1 1 , t , I 1 ' 1 ' 1 / 1 1 4 ' 1 ' 1 1 , ' 1 O 1. I W 1 I 1 1 I 1 1 1 1 I I 1 , k 1 1 f t 1 1 1 1 1 1 1 I 1 1 , I , 1 1 , I I 1 1 1 1 4 1 1 I 1 , I 1 1 , 1 t 4 I� 1 j !bL1 , 1 ' t , 1 1 1 ' , ' 4 1 1 ' 1 1 1 1 t I 1 , I I 11 1 1 , 1 ' I ' r 1 I I ' 1 ' 1 1 1 , I 1 , 1 1 1 1 1 , , 4 1 ' 1 1 ' 1 I ' 1 1 1 1 1 r 3 Q Q ' , rIlTL ' 1 , 1 , 1 , 1 ' 1 ' 1 1 ' t t 1 ' , 4 ' 1 ' 1 1 1 1 ' 1 1 , 1 1 t 1 A � , 1 1 1 1 , t , 1 ' 1 1 ' 1 , , -'.t_- , f 1 , ' , ' 1 /� 81-0"x5/-O" 5'-4"x5'-0" TAN SPLIT FACE TAN SPLIT FACE I Y I j ' 4" (STANDARD BRICK TAN SPLIT FACE I IL J = d WINDOW WINDOW _ 4" SILL BLOCK, (BEIGE)-- - 4"_VENEER BLOCK, (BEIGE) - o I (RED) SOLDIER COURS= _ _ ER�LQC��( ISf _ - - I TAN SPLIT FACE LL CI= = = - - --- _ _ _ _ _ __ _ _ _ __ _ _ __ -- _ _ _ _ _ _ _ _ _ __ - - - - - _ -_ _ _ _ _ _ - - - --I� � C = - - - - - - - - � - - - - - _ - - _ _ - - - _ _ __ _ _ _ _ - - - - - - - - - - - - - - --- - _ 7 � 4 VENEER BLOCK, (BEIGE) 3 0 3'-ON 7'-0" 4" STANDARD BRICK cn p !c SOUT" ELEVATION N N o R T tA E L E V A T I O N EXT. DOOR W/4" HEADER {RED) SOLDIER COURSE 0 LA O V cn W a: RO a` M Ln I/S" = 1'-011 I/81, = I'-0" a acv) � WE MCC V W • - O ooa N maw a 1 2 3 4 5 6 7 J. P. STEVENS OR EQUAL 6' STO ACCENT STRIPE Y I I MEMBRANE ROOF OVER + I + I I I3" OF RIGID INSUL. I I 4" STO ACCENT STRIPE va STO FASCIA Lua 4" STO ACCENT STRIPE < 1 , 1 O Li* t I , , 1 , , 1 , , , , 1 1 1 ! 1 1 1 , / 1 1 4 ,, 1 1 , f 1 1 1 1 1 , 1 , • , , 1 1 , i 1 , 1 1 , t , , 1 I , , , , 1 1 , 1 f , 4 1 1 F oumimll 111jillifli lijilullIJ11111111111111ii till 111111111111111 111111111 111111111 ~" h C3 L, ALI o I^, , 1 1 , 1 1 , 1 1 , 1 I , 1 1 , L 1 , 1 , 1 , I 1 1 , 1 , , 4 1 1 1 , 1 , , 1 1 1 I 1 1 , 4 1 , 1 , 1 p • 1 , , 1 , 1 1 1 1 , 1 1 1 1 1 1 , 1 1 , , 1 1 1 1 i 1 , 1 O I 1 1 1 , I 1 1 1 1 1 1 1 1 1 , 1 , 1 1 1 I , 1 1 1 1 , 1 1 , , 1 1 1 1 , 1 1 1 1 , 1 1 , , 1 , , 1 1 1 1 1 1 , 1 1 1 1 1 ` • I � , ! 1 1 , , 1 1 , ! 1 , 1 1 1 1 , 4 1 1 , / 4 1 4 1 1 , 1 1 4 1 , 1 , 1 1 I 1 r r O , 4 1 , 1 , 1 , , 1 , 1 , 1 1 , { , 1 1 1 , L 1 , 1 1 , 1 1 1 1 , , 1 1 1 1 4 I , , 1 1 1 , 1 , 1 , 1 1 , \ I WTI 1 I 1 1 l 1 1 1 1 I 1 I 1 1, 1 1 , 4 1 1 I I 1 I 1 , 1 1 t I I 1 t 1 1 5 1 1 1 1 , 1 1 1 L 1 1 I 1 1 L 1 1 , , I 1 1 I 1 1 1 L 1 1 1 I 4 s. L 1 , , 1 { 1 1 I W Z Ul 1 ' , ' 1 ' 1 1 4 1 1 1 1 4 1 1 t 1 ' 1 ' 1 1 , ' 1 1 4 1 1 I 1 1 ' 1 { I 1 t 1 , t 1 1 t 1 , 1 / 1 1 5 ' 1 ' 1 ' f ' 1 ' , ' 1 1 1 1 1 ' 1 ' I l l ' t 1 1 1 1 5 1 1 1 1 1 ' 1 1 ' 1 ' 1 O 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 , , 1 1 1 1 1 1 { I 1 1 1 1 1 1 , I 1 1 1 1 1 , 1 1 { 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 t 1 1 I ' 1 1 1 i 1 1 1 , 1 1 1 1 4 v 8'-0"x5'-o'I 4" STANDARD BRICK L 5'-4"x5'--0" f I a m o WINDOW (RED) SOLDIER COURSE WINDOWLu - - - - -- - - I ~ • a TAN SPLIT FACE 3 -0 x 7 -0 4" SILL BLOCK, (BEIGE) EXT. DOOR W/4" HEADER TAN SPLIT FACE O Z W © 04 VENEER BLOCK, (BEIGE) W �� VA� Io � � a� 4� WO 1/811 11-011 > a � � .J_ LL. Lu :f in � a W o T 0 Z rz � tia W � W O Z Ia o DRAWN BY: GAC DATE: 1/3/00 SCALE: 1/8" = 1'-0" SHEET#: MOT Pon CCO IS`�f NJC�`�MINI 9800-A2 LOCUS MAP SCALE. 1 " = 1000'i o �.. a CO) v 1 I I I I Z w O � j a 0 LOCUS ® � PROTECTIVE RESTRICTIONS FOR AGAWAM REGIONAL INDUSTRIAL PARK Western Area Develop ment pment Corporation, WADC) CeRo� ,�� Project: Conrad Fafard Inc. Zoned: Industrial District A (Agawam Regional Industrial Park) cc-0 a C.Use: Corporate Office to U Size: 12,168 sf office building Lot Size: 3.682 acres (160,388 S.F.) &2 0 Section Description ° B. Signs dAw)los (1) sign <- 4 sf for business identity. o p Allows parking or directional signs as needed, Z each <" 4sf. 0 0 co .cc M C. Parking CM U!i Except for limited number of visitor parking, no parking is W >: E allowed on the side of the building facing a street or public way. LU �"� O W J Allowed Proposed Q Q `�' ca Parking setback from property line (ft) 5 27 = Parking setback from public way (ft) 10 56 J a LL D. Loading and unloading - Not allowed on side of the building O which faces the street m CVO ;p E. Setbacks 0 I. Front Yards (min. ft from paved street) 75 75 W F R 2. Side 4 rear yards (min. ft from property lines) 45 180 (min.) ..j M F. Minimum lot size (min. sf) 651340 160,388 .T�.. !o H. Maximum lot coverage (max %) 50 50 7.6% ��yy co W J (50,Iq4 S.F.) V � = Q Maximum Height (max. ft) 30 151-51 U) Z = 2 W J. Paving (Max. coverage after structures) 50 14.q% Q '. Curb cuts distance (min. ft) 200 200 N/A nn 'OWN OF AGAWAM ZONING REVIEW .ONING (Chp 180) qqq: I project: Conrad Fafard, Inc. .'oned: Industrial District A (Agawam Regional Industrial Park) Ise: Corporate Office iize: 10,000-14,000 S.F. Office Building W ' section Description U 0 Z 60-13 Site Plan Review LL 2egNired for all changes in use, structure, or parcel, including parking. 80-55 Permitted Uses C C. Any business use permitted in business A or Business B ti 80-56 Height Regulations Allowed Proposed Wa Max. Stories 2 1 L m Max feet 40 15'-30 Q . z0-57 Setbacks; yards LL„ O Setback width at least dimension (ft) 40 60 (min.) Ca a 51deyards # rearyards 25 ISO (MIN.) O Cl H- W In 7-58 Lot coverage �01/ W t Building coverage (max. %) 50 7.6% I.iL it C)z a -5q Lot size O P a Frontage (min. ft) 100 100 504.7 0 Q Lot size (min. sf) 401000 1601385 U t 1 Q W Wp y z Q r 0 � a king Required Proposed Zu. I space per 300 S.F. (assumed) 41 41 LU Z :f 1 S�D�7lCJ� t�C'a W � x,, y a O 4 i V\. 1 00 0� �T I ,:• DRAWN BY: DBS DATE: 9 2122199 SITE LA"'rOUT Y 1 SCALE: 7" = 30' I" 701 SHEET #: NOT ©ru CrnINSTID-IU"�T�OH 9800-L1 LOC ^� � �sr SCALE.• 'US MAP000'f I F-2B, LLC r BOOK 10886, PAGE 454 I INV. g"RCP 189,24 PLAN BOOK 311 PAGE 98. ,30" PINE Z 0 792 may_193 CL 4" MAPL �i 92 ___ - - ` _ CL 191 I 528.91 Q _ _ 189.71x W GRASS 6 RIRPA� a1 `� ��^1 �I � � xerM•t RAINAGE L5 (TYP.) `�,.�---� xurmmiea.ao �� 1 NJ. WALE w �� 'x CB / o - I x190.73 191-SO x TP-1 \ LOCUS EXISTING 12" RCP lg T = 189.01 r f INV. OUT \ FLARED END ~� ' x a SMH 5 r f ' Rip / $" D.I.P. WATER r I RIPRAP 1 .20 ` o INV-189.50 SES� w STUB I L-40 ELEC/TEL ' f 6 SH � i EXISTING DRAINAGE_ STRUCTURES BOX#9 ` " �. Lu 6" PVC SANITARY SEWER STUB r URE SPfCES �� ;--�^------ ------- -�---- -- 14 APPROX. INV = 182.0 FIELD VERIFY) -- - it, r 1a2.Qa • sx PRopos>rD DMH #1 \ �, f f Y y Q ' RIM - 190.56 �tI1C� �� ` F _ If I _.�iy._ G" D.t _ �- --�r7 r- %1- %,- - -- INV. 12"RCP IN = 185.46 95 / INV. 12 RCP IN = 185.76 0 r ► II f I`I •� L5 / / / %�`�C_ i�% / / / / / - INV. 15"RCP IN = 185,01 rIj 92.2 I 192.10 / / / / / / �/ / / / / / \ 191' --"�' INV. 18"RCP OUT = 184.96 d 192.7s TP-3 W . ti O CD TP-4 � � DMH #2 ... *�� U' �• ,� `.� 1 '� p RIM = 190.81 • j al N� �, 72 `�,, INV. 18"RCP IN/OUT = 183.46 ,A" a M � N � s AI. p N SHELF = 184.5 : Lr) '�?� sqy �_� --i 95 �` "� � � t rii ?y • 192.7 ; 192.75 192.7 '�� CB 1 W O RIM = 190.55 ui _J v c� INV. 12"RCP OUT = 186.55 RI R �� Ao ,,�` --�-1�'�� .,, �`�--_-------------195-------------------_-------- ----_-.---- SUMP = 185.2 J = Q N L -- -------------------------_--y-� - --- r1g --------_�___---_ _---- CB #2 � � � _ 19 .s0 194. \ •. t9 _ _--194�193 RIM = 190.29 INV. 12"RCP IN = 185.79 C) N �� INV. 12"RCP OUT = 185.64 W Li 6,. ASH �� INV. A Q 19� �. >x+w '�, f SUMP = 184.9 O ' y ' fI CB #3 92~�� RIM = 191.58 W Lc) .O INV. 12 RCP OUT = 189.28 r SUMP = 186.88 Q Q *•' 1; K PARCEL F 2 B - ES v W is PROPOSED AREA - 3, 6 82 ACRES R co � EXISTING SANITARY STRr�CTURE5 O = Z J 1 EXISTING UNDERGROUND `j ; l - 12,168 S.F. `\� WILLIAM R. FERRY & ELEC. CONDUIT Y to OFFICE BUILDING SMH #1 C3 o Q \ PETER S. CORCODILOS V� Z *FF ELEVcip . = 194.00 ` TRUSTEES OF GAC REALTY TRUST RIM = 190.70 = \, 'A `� _ _ BOOK 10586 PAGE 494 INV. 10 PVC IN/OUT = 174.75 N �- W 6L - 1 PLAN BOOK 310, PAGE 126 SHELF = 175.6 Q ELEC/TEL I .1193.50 9 . EXISTING SMH 2 BOX#10 r frr. ear- TREELINERIM _ � e.r 4"/WPLE i TO REMAIN NV. 6"PVC �N = 182.87 W I NDERGROUND ELEC. TRANS , INV. 10"PVC IN/OUT = 174.04 ' EXISTING ( ) 4" PVC CONDUIT (ELEC.) SHELF = 174.7 RIP-RAP (1) 3' PVC CONDUIT (TEL.) I �� SMH #3 AREA GAS SE WCE ---�.-- RIM = 190.68 I (sY OT1-IERS INV. 4"PVC IN = 184.85 SR GUY POLE 9 1 INV. 6"PVC IN = 178.28 r INV. 10"PVC IN/OUT = 173.53 / k � 95.00' - R= 5698.0 L= 183. 29' - - 177.56 302.08' SHELF = 184.38 ' SMH #4 S 24.0 7'55" W = S 22 22 20 IN SMH #4 EXISTING GAS MAIN . . . . - - _ RIM = 190.28 . _ r . _ _ . _ _ - ----- ------ B #1 V. 10"PVC IN/OUT = 179.88 W U !N W 0 i CB #2 C 19 SHELF = 180,48 f 1 (v �c DMH #2 -� __---__ --------__ _-----_ __ _......._..-_------- -- � ---- V 4r / SMH #3 _ ___-4p _-----_ _- _---SMH #2 �r1-�� DMH #1 SMH #1 SMH #5 �dW -_ SILVER STREET -.�y}--------__--__ RIM = 191.90 � ., _ 5 ______---_____-.__..._._-_....--------------.---Q------ ----_-._.___---,-----_..__-_.--_--_--__.-.----_______._.-.--i----____..__-.._.--------_ INV. 10"PVC IN/OUT = i81.00 sd---- ----------- -�__ - __ _ ----- - _--- --- , - __ _----------- ------- ------- ---- ---- 191 60.00 WIDEN PUBLIC Q 190---� EXISTING WATER MAIN _ _ _ _ - - - SHELF = 181.50 OVERHEAD UTILITIES W x Ha o m TBM = Q LL o ROD IN GRANITE STONE Q 0 CL BOUND ELEV. 190.91 Q Z F TOWN OF AGAWAM DATUM CL Q p w o LEGEND C NOTES: _ Q Z Q L Q U. 1. FOR REFERENCE TO ENCLOSED PERIMETER SEE BOOK 5368, PAGE 345 IRON PIPE FOUND o / Q LLLL AND PLAN BOOK 311, PAGE 98. BOUND FOUND n V W CATCH BASIN ® a J Q 2. UNDERGROUND UTILITY LOCATONS SHOWN HEREON ARE BASED UPON DRAIN MANHOLE ® LLJ w � ?� SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD HYDRANT DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED SEWER MANHOLE 0 Q T 0 WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT WATER GATE m Z LL 0 ep a PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 1' CONTOUR LINE 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION BY TAKEN FROM PLAN OF 5' CONTOUR LINE LAND BY HERITAGE SURVEYS, INC., PLAN NO. 2408-F-2, DATED 10/18/99. DRAIN LINE ----- - -------- cc W GAS LINE _._ . __ _ . . __ . __ . -- -- SEWER LINE ------------------ -- - UTILITY LINE --- -- -- - - -- - --- - - - a O WATER LINE - ---- -- - SOIL TEST PIT tP-1 DRAWN BY: DBS t GRADING / DRAINAGE UTILITIES DATE: 12/22/99 3 SCALE: 1' = 30' 1'" 30' SHEET#: 9800-L2 EXISTING TREE (6) SUMMIT ASH 15 -/r ell /J J J / -/;J O 1 1 H LAWN N I I I I I (q) JAPA ESE I Z w CRABAPP (2) SUMMIT ASH I O rn Lu 4' WIDE I a 6 THICK o (1) BE LAWN GONG. WALK I w EASTERN REDBUD <0 <1 <1 lo LAWN (5) WASHINGTON HAWTHORN I a K (6) ROYAL AZALEAS � O (3) YEWS(4) YEWS — _ _ C) I x Ib Fr""V� � d U Z�yD i I ¢ 0 (6) PINKSWELL AZALEAS o LAWN w 4 (6) JAPANESE WOO (I) SWEET GUM 0 y��'�Y0 a (3) MT. LAUREL I o w F S (1) KATSURA TREE I d In co (14) WILLOWLEAF COTONEASTER I 1~' O 12+8 CRANBERRY GOTONEASTERL 10 *\- Z CO O (3) SHADBLOWS <0* T O AWL AV& 3+3 SIEBOLD VIBURNUM (2) SIBERIAN S�RUGE a M 1 C M E Lo RHO DENRON * LOADING * _ (4) STAR MAGNOLIAS AREAUJ 0 � V O LAWN FIELD GRASS ,J = � � EX I G & - (5) CHINA BOY HOLLY ,,, * * I �, _ < -a TREELINE (b) YEWS O (q) YELLOW LAWN PORENTILLA CANOPY I LAWN (1) CANOE BIRCH I O r 0 TO REMAIN (4) SPfGIr VIBURNUM cl� 0 10 � a LAWN Q W5. O .� - - _ __ EV M 1sTIr1G (� MT. FIRE (�) YEN (3) Y ws CA � - -_. ._.. - -- - - - - - -- -- -- - - - - - - -- - � � � � W TREE ) I I 2 �- B 1 0 ANDROMEDA PARCEL F .-. ( INTER RRY I I � LAWN _ I 'AREA ACRES k cc I i r— — / V � Lu J f / O ooa � � � � I N z = 2 ROP S I I f _ U) 1 , 168 S Ia. W I I (40) RIVET WEDGE j Uh INCi I 1--- DEMONSTRATION GARDENS e I l I I I I 4'X4'XG" GONG. I W EXISTREE ING PAD rW c EXISTINGaR'. .. �.. I v Z LL cl� LAWN TREES TO REMAIN • U. 1�,• f�.. tom•• • • O 6'��. '�� •.�, •4C, EX I ST I G TBEELINE w a ,� �,. L. O PROPOSED SIGN (II) KWANZAN CHERRY TO REMAIN m LOCATION a LAWN Z � r (3) LONDON PLANE TREES O Z co) O Q Q V O < = W TREE SCHEDULE SHRUB SCHEDULE Q J SILVER STREET Q oc QT1'. BOTANICAL NAME COPIMAN NAME SIZE CITY. BOTANICAL NAME GOMMAN NAME SIZE 3 PLaTANUS ACERIFOLIA L.ONDON PLANE TREE 2-2,5" 6 AZALEA VASEYI PINKSHELL AZALEA Ia-6AL. NOTE: ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE W O O r 6 CORNUS KOUSA JAPANESE DOGHOOD r.5-L�� ` AZALEA VISCOSUM ROYALELF► s GAL. PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL Z LL 3 CERCIS CANADENSIS EASTERN REDBUD 6-r I9 TAXU5 X M "DENSIFoRMI50 DENSE SPRE,DING YEw 5-5.5' BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. a FRAXINUS P.L. "SUMMIT" SUMMIT ASH 2-2.5" 4 VIBURNUM C. COMPACTA KOREAN SPICE VIBURNUM I6-24' 6 CRATAEGU5 PHAENOPYUM WASHINGTON HAWTHORN 5-IV 9 RHODODENDRON C. ALBUM WHITE RHODODENDRON 2.5-3' NOTES= fW W I FAGUS S. "PURPLE FOUNTAIN' PURPLE BEECH 2-2.5" 3 KALMIA LATIFOLIA MOUNTAIN LAUREL 5-0 I. LANDSCAPE DESIGN BY ROBERT KENT OF K.D.I. LANDSCAPE CONSULANT5. RaZIPTION w 4 400 WATT MH AREA CUTOFF FLOODLIGHT 15' 'SQUARE POLE cc I CERCIDPHYLLUM JAPONICUM KATSURA TREE 2-2.6" 14 CarONEASTER S. REPENS WILLOWLEAF COTONEASTER 2 GAL. 2. ALL DISTURBED UNDEVELOPED AREAS SHALL BE LOAMED AND SEEDED '� a O 2 PICEA OMORI}CA 5ER91AN SPRUCE 3-4 4-5 6-6' 7 P1ERI5 JAPONICA "MT. FIRE" MT. FIRE ANDRCIhfEDA 3 GAL. WITH CONSERVATION GRASS MIX. a . 2 70 WATT M14 WALL MOUNTED SECURITY LIGHT MOUNTED 7' 141. �qF M I 70 WATT MH FLUSH MOUNTED SOFFIT LIGHT 6 VIDURNUM SIEBOLDI SIEBOLD VIBURNUM 5-6' S ILEX X M CHINA BOY CHINA BOY POLLY 24-30" I BETULA PAPYRIFERA CANOE BIRCH 6-I04 9 POTENTILLA FRUTICOSA YELLOW POR IL 3 GAL. Q 5 BOLLARD LIGHT DRAWN BY: GAC 3 AMELANC 41ER CANDENSIS S14ADBLON 6-61 40 LIGUSTRUM X IBOLIUM ISOLIUM PRIVET 3 GAL. I LIQUIDAMBAR STYIFERA SWEET GUM 2-2.61 LIGHTING J� DATE: lZ22/99 4 MAGNOLIA STELLATA STAR MAGNOLIA 5-6+ LANDSCAPE � L I G H T I ^I' `�G PLAN 11 PRUNUS S. "KWANZAN" KWANZAN CHERRY 6-61 11 SCALE: 1C 20' 9 MAWS FLORIBUNDA JAPANESE FL. CRABAPPLE 1.25-1.5' I" s 20' SHEET#: FIELD GRASS AREA, LOFTS TRIPLE( RYE GRASS MIX, 6tt PER 1,000 SF. LAWN AREA, LOFTS STANDARD GENERAL PURPOSE MIX, 40x BLUEGRASS, 3SXRYEGRA55, 2S% RED FESCUE M07CONSTRUC7PON oQ FOR" 9800-L.3 1 " TOP COURSE 1 -1 /2" BINDER COURSE o 1L�J=1J.�=l.11l 1 N cn cn 3" I I I-1 I l—I I I_I I Ml I I z W _ :::MMM 0 0 J 4" THICK — CONC. SIDEWALK N FF=194.00 4- W � I I I I I MIN GRADE BLDG = 193.50 PITCH 2q 6" GRAVEL PITCH 29� 6 o 8N 2-1 2 W 192.72 92 D NC. Q I I I I_ 192.60' I _ _ _ _ _ BIT CO NC. — I I I_I I I I I�I III-1 III I�I III I_IIII I_I III II III I_I III I=1 III II III II III III II III I—I III I—!IIII-1 III I=III 1—II I I I—I I I ITI!III— p p _ ` g� PAVING III=1 I I I .-=1 I I I I=IIII 1=i I i!ICI I I I I=1 I l i ICI I I �I I I I ICI III =1 I i I �I I I 11=1 I I I I.-I I I II--I I I I i�l I I I I_=I I i I I-�=I I I 11=1 I I I I=I I I I I-I i I =III 1 I: � � � ® ® IIIII..-1I I I1=1I I I-II I I ICI I I I I_= 1=1I I I I=I I I I I� I I �I I I I ICI I I II= I =1I I I I-1I I I I-1I I I ICI I I-IIII I� I I I -1I I I I-11 I I-II I I I-I � o PAVING DETAIL Ir I I I Ii-I ITI I=III!I=I ITI I_I I I j TI I I I T � �� 111 1111 =IIII I-IIII I-IIIII=IIIII IIII ICIIIIl llll l-l_-_-_=__ _ L I _ _ _ _ —III —1I I I I�I I I I I—I I I I ITI I I I I=1I I I I� I I I I�I I I —IIIII----III--IIII —IIII —IIIII—IIIII--�—III — _ �� NTs I I I I I-1 I I I I-1 I I I I=11 I 11=1 I I I I-1 I I I ICI I I I I-1 I I I I-1 I I I I-=1 I I I I-II I I 1=1 I I I I-1 I i I 1=1 I I I I-1 I I I ICI I I I ICI I I I � �'m �•��"�� a a SIDENALK., DETAIL • 2 � � v 0 o v LI NT5 .• c to V6 m L m W � ^ jjj G aX = Q a� w -v M� W r ila c) Q ^ co C., --.m J cn _a a T Lu • • C3 0 V) z = 1 811+D12 12""+D12�� 4 I a I I f I I I m I; ; IF X Is LE55 THAN 48", THAN SLOPE OF FLARED 51DE5 5HALL NOT EXCEED 1 : 12. 1 ! I NO LEDGE R IAL UURN- SHEETING IF USED SHALL I SHALL PROJECT BE- BE LEFT IN PLACE BELOW YOND THIS LINE THE LINE OF NARROW I TRENCH LIMB EXCEPT WHERE OTHERWISE INDI- CATED OR DIRECTED. x W . COMPACTED PROCESSED d. .• U 3/4" CRUSHED STONE SHALL V BE PLACED AGAINST UN- I d Z DISTURES MATERIAL OR d a SHEETING C u o '° U. N o O PAYMAENT LIMITS FOR • (A EARTH EXCAVATION a d M'4,I' N stop - 0 IL G ANm • a LL EXCAVATED BELOW NOR- .. UNDISTURBED MATERIAL t3Z 3 6 " MIN. MAL DEPTH AND BACK N O FILL WITH BANK RUN GRAVEL AS DIRECTED 0 a Q W C 4 -- 6 // TYP, 48'/ PREFERRED WHEN UNSUITABLE liCC MATERIAL EXISTS � � � 1. PIPE SHALL BE 6'MIN. FOR SERVICE UNE AND 8'MIN. FOR TRUNK UNES,EXTRA (5)FOOT LENGTHS;-OR-POLYVINYL CHLORIDE(P.V.C.)5EWER PIPE CONFORMING O Z Q (n TO A.S.T.M. DESIGNATION D 3034-73 5DR 35 IN NOT LE55 THAN TWELVE(12) FOOT LENGTHS;-OR-OTHER MATERIAL AS APPROVED. O L W STRENGTH VITRIFIED CLAY CONFORMING TO A.S.T.M.DESIGNATION C700-71 T IN FIVE 0 2. PIPE SHALT.BE TO PROPER LINE AND GRADE WITH A MINIMUM OF THREE(3) Q J Q ADA HANDICAP CURE3 RANFD FEET OF COVER. MINIMUM GRADE SHALL BE 0.5 FT 11 OOFf. UNLESS OTHERWISE N 3 APPROVED B ER•Y THE ENGINE Z LI W o ors Nrs Z LL C) to a (o SDR SEIAIER PIPE TRENCH LLI 4 cc L2 CL O N75 DRAWN BY: DBS DATE: 12/22/99 SCALE: 1"=1'-0" SHEET#: 9800-'L4 INSIDE DIAMETER 1 . ALL PIPELINE WORK SHALL BE IN ACCORDANCE WITH TIE"STANDARD SPECIFICATION FOR WATER PLUS 2 FE MAINS. ET 2. ALL TRENCHES SHALL BE BACKFILLED BY HAND FROM THE BOTTOM OF THE TRENCH TO THE CENTER OF THE PIPE IN LAYERS OF APPROXIMATELY 3"AND THOROUGHLY TAMPED UNDER THE PIPE AND COMPACTED AROUND THE PIPE. FROM THE CENTERLINE OF THE PIPE TO A DEPTH OF I FOOT ABOVE THE TOP OF THE PIPE, THE TRENCH SHALL BE BACKFILLED BY HAND. FROM A POINT I re FOOT ABOVE THE PIPE TO THE SURFACE, THE TRENCH MAY BE BACKFILLED BY APPROVED BENDS MECHANICAL METHODS. BENDS L BENDS L fFtl BENDS L BENDS L rFrl 3. THRUST BLOCKS SHALL BE MACHINE-MIXED, POURED-IN-PLACE CLASS A CONCRETE AND SHALL 6" 11 1 4 2'—O" 6" 22 1 2 4'-0" 6' 45 8'-0" 6" 90' 18'-0" BE PLACED AT ALL BENDS, TEES, DEAD ENDS AND SIMILAR LOCATIONS. THRUST BLOCKS SHALL 8" 11 1 4 2'-0" 8" 22 1 2' 5'-0" 8" 45' 10'-0" 8" 90' 24'-0" HAVE A MINIMUM HORIZONTAL THICKNESS OF 2 FEET. 10" 11 1 v 2'-0" 10" 22 1 2' 6'-0. 10' 45 12'-0" 10" 9o, 29'-0" i 12" 11 1 4 2'-0" 12" 22 1 7 7'-0' 12" 45 14'-0" 12" 99 34'-0" L MINIMUM REQUIRED RESTRAINED LENGTH TEES o BENDS L r BENDS L BENDS L rFT BENDS L f FTI II— Q, 6"X6"X6' 13'-0" 10"X10"X6" 4'-0" 1 12"X12"I 7'-0' 12'X12"X12" 33'-0" cx I I I I I ' 8'X8'X6' 13'-0" 10"X10"X8" 16'-0'1 12'X12'X8' 13'-0' (n U Lr) 8"X8"X8' 13'-0' 10'X10'X6' 21'-0" 12'X12"X10" 22'-0" Z w Lr = TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. O U) TEES - HYDRANT BRANCH W EXCAVATE FOR BELL TEES Lr rFT1 TEES Lr rEC TEES Lr rFTTEES Lr 6'1 20'-0" 1 10"X10'X6" 12'-0'1 12'X12"X6' 10'-0' 8"1 15'-0' LLJ Lr = TOTAL LENGTH BETWEEN FIRST JOINTS ON EITHER SIDE OF TEE ON THE RUN. Y UNDISTURBED ® ® < MATERIAL L Lr T""rPICAL TRENCP SECTION OR D . I . PIPE , �� NT5 ��, w cr"Z o �p L2 r h u m P R o� dLO Go REDUCERS L Z _C o PIPE REDUCTION SIZE c6_ L fFTI ■,12' TO 8" 36'-0" //11 M 10" TO 8" 21'-0" V♦ M 7 21'-0" 1ES� - M E SEED WITH CONSERVATION MIX AND 8' TO 6" � W Toss O HAY MULCH UNTIL VEGETATION IS L MINIMUM REQUIRED RESTRAINED PIPE LENGTH THRUST RESTRAINT W J RI v ESTABLISHED. VARIES GATE VALVE i = Issoss I 8 THRUST RESTRAINTS -- FIELD LOK CASKETS m o N LOAM ca O O Ur NT5 W . M a>t LU • • 0 J _ N zoo GRASS SI� ALE DETAIL 6 L2 NT5 VERIFY ANC BOLT LAYOUT WITH LIGHT POLE SUPPLIER SITE MAINTENANCE SCHEDULE � 10"r 1. All vegetated slopes and swales shall be visibly Inspected, twice annually, prior to the seeding seasons. All areas in need of repair shall be fertilized and seeded as regy i red. ,,, 2. Drainage systems, including structures and piping, shall be inspected and cleaned ■ TM� '6 annually. All sand and sediment buildup shall be removed. W V ' 3. Stone swales , inlets and detention basins shall be inspected annually. All debris + I + shall be removed to maintain original design flows and capacities. V. ' 3-6" STONE RIPRAP ® ,�.-p,,� xU. O LARED END 2" THICK 4` .� " 4. Maintenance work done in the buffer zone shall be done by hand to prevent impact 0 O 3/4 CRUSHED STONE 0 ti CULVERT BEDDING, 6" THICK o to the wetlands. UJ o 4 CONSTRUCTION SCHEDULE (General Construction) V' m '� + I. Cut trees to allow egyipment on site. Q CROSS SECTION MIRAFI O 2. Install silt fence V a' FILTER FABRIC " f,,,� '4- ,� ., - 3. Construct rough detention system, overflows to be seeded and mulched. O Q Z F.. r La = 5' MIN, x'°� 4. Begin site preparation 0. 0 W •. 5. Building constructionW z 6. Final Grading and seeding of drainage system Q H O (4) a VW mM . .. - 0 7. Paving and Landscaping CD Z a `#) � p _T . INSPECTION SCHEDULE Q LL a c J W i Q 1. Project engineer shall inspect the wetlands area and drainage systems during a J Q CULVERT A FLARED o LIGHT POLE BASF PLATE general construction intervals and shall report any deviations from the plans to the + �0 '' ..:.' n -- -- A . 4 : N.T.S. Agawam Conservation Commission in writing. W O N - rf work.Project engineer shall Inspect the followingspecific phases o Z LL O Q ® 01"ICONCRIM A. Installation of silt fence SONOTIM - B. Rough drainage system Iloss C. Final grading and seeding W W PLAN VIEW nsp D. Followup inspection during the following growing season. cc •. RIRAP OUTLET PROTECTION 18' DIA, NOTE: PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION BY: DBS 7 CONTROL BARRIERS SHALL BE INSTALLED MAINTAINED AND SHALL NOT BE DRAWN L2 ® REMOVED UNTIL ALL WORK 15 COMPLETE AND VEGETATION 15 ESTABLISHED. N.T.5 LIGHT POLE BASE DATE: 12/22/99 8 L3N.T.9. SCALE: 1"-1'-0" SHEET M 9800-L5 Z O III— a. V I I I I I Z w 0 U? w a a <I ® ® ® ® MEN o a p d U 'd F W U �O OW d L O 0) 0 O C Lo M ; E W J � o _ X hm a u. choCc F c' W ' `b i H a� Lncv) as © .-.m Q a � W • • 0 ooa V) n W Q EIFS SYSTEM STUCCO (SEA SHELL) 7 6 SINGLE PLY 5 4 3 2 I MEMBRANE ROOF ARCHITECTURAL METAL ROOF PANEL GLASS SKYLIGHT 12 fi W C) WLL U J IL 1 , . I 14 11 11 ll 15 tl 11 Il 11 ll 14 11 41 41 11 11 44 4 I�1 II If l�l ��! II I�f I 1,/ � � O O `rn 1 { 41 4l 1 44 II 14 4 II II 4 5' 1 1 1 1 l l 1 1 1 11 1 1 1 5 1 4 ! 1 I VI l l I I 4 4 ' II 1 1! 1 1 l l 11 l 11 114 111 4 14 I I 4 11 l 14 I I 4 11 t 11 1 1 5 1 4 51 11, 44 11 1, 1 1 4 l4 l l I I !I I I I I I If 1 1 I f f l fl, 'I I I f II , 4,'I f 1 1V l Y. e� LQL 1 1 1 r 11 I I I I I111 , I' I II I 14 4 1 . ! W x I II I 1 1 I , I, I I • I I I I i ,i . 11' 1 L,�J �� O 1 I, © \ W II ! r !I '1 Ir r 0 a 1 , , lr„ � o � T MASONRY G W CANOPY 3 4N SILL � � Q � o PILASTERS O Z WTAN SPLIT FACE ESO ELEVATION 0 a �2 BLOCK, (BEIGE) V 0 W ' 1/8u = li_011 BRICK SOLDIER COURSES uj (RED) 0 0 r Z 1L CO-) w Q U W Lu "2 z 0 a o DRAWN BY: DBS DATE: 12/221'99 SCALE: 1/8" = V-0" SHEET#: H 07 F O r K`*H 8T n U CTFD N 9800-A2 30' WIDE TOWN OF AGAWAM DRAINAGE EASEMENT LOCUS MAP F-2B, LLC SCALE. 1 " = 1000'f BOOK 10886, PAGE 454 PLAN BOOK 311, PAGE 98. 30" PINE If ''ate o 4" MAPLE a Lov Qzu CIO � I I I I Q � Q � ►❑,'0 528.91 `�N263719E - w � v) � U 4 W LU I ,� LOCUS ® ® ® 175' W DC BUILDING� SETB 'CK 4'6, f7 SPACES - - ! i l - - ` ` - � � � - , 1 OO I I `" WIDE _T ICK 4- `0 45, INAL)c I PROTECTIVE RESTRICTIONS FOR AA6&- + { { 2-I/2" BIT. WAS ¢2O` `BUiLDI I AGAWAM REGIONAL INDUSTRIAL PARK I 40 / / / / / / / / / / / �,��P ! SF7fBgCK !I (Western Area Development Corporation, WADG) ��° z ot'� �I �z CONC. PAVING XGANAi'�I I AND BERM / / / / / / / / / / / 25 .� - 4 0 ►o d 6' SH �U I L D I N ( ! Project: Conrad Fafard inc. r,;;-'A / / / / / / /w / / / / / �' I AGANAI,I Zoned: Industrial District A (Agawam Regional Industrial Park �ETBAG 1 e L - -i- - � - � - � r L- Z - ._.1- � U I BU! ( gaw eg ) 24 FUTURE SPACES O - 4 ! ! SE LDING Use: Corporate Office zQ4 I I co ! ! I TBACK Size: 12,165 of office building 6 SPA ES (2 HC) ` -r - r- - -7 -- T - T - �-r- - T -`" `° ! ! Lot Size: 3.652 acres (160,388 S.F.) "r►1�03 � WADC o 0' qr 8, a, 8� // / / TP_� ! ! j SE RKING Section Description � I I / / / / / / / / / TBACK B. Signs�c txA» Tp-s I ..♦ �p .,.� I I ! lows (1) sign <- 4 sf for business identity. ~o p O o0 I I I e ¢ PACES a f ! Allows parking or directional signs as needed, Zrp o O 4 SPAC ! each <- 4sf. cy I { I I 21' `i' ! ! C. Parking N gto LaADI a- 60 1 ! ! Except for limited number of visitor parking, no parking is E I I I 4, naiuc AREA ! ! ! Ul allowed on the side of the building facing a street or public way. LU O W J r V W (EXISTING I I D�'� I! ! ! Allowed Pro 0 t/i IaX10'X4 CONC. ! TREELINE I I u vunPSTER PAD Q L TO REMAIN W/ FENCE 4 GAT ! ! ! Parking setback From property line (ft) 5 27 = N ! I ! Parking setback from public way (ft) 10 56 U. - 0 I I p ! ! ! D. Loading and unloading - Not allowed on side of the building = O PARCEL F D 1 ! ! which faces the street c Cn NC4 M 6 fSH i i WALK AREA = 3. 682 ACRES ; ! p L.1 Z? I ! I E. Setbacks � CO 1. Front Yards (min. ft from paved street) 75 75 W G CO) D I v �- ! ! !I 2. Side 4 rear yards (min. ft from property lines) 45 180 (min.) J ^.� 10 WA G "` 3 I �' ! !I j F. Minimum lot size (min. of) 65,340 160'388 Q 'Cr PARKI G I _ 1 r ` cc �p I SETBA� ± I PROPOSED I ! ! H. Maximum lot coverage (max X) 50 50 7.6% O C0 f1JJ J f Q O I I I 12,168 S.F. I ! ! WILLIAM R. FERRY & (801194 S.F.) O ZQ Q OFFICE BUILDING I ! I ( 1 ! ! PETER S. CORCODILOS I. Maximum Height (max. ft) 30 15'-3" Z = CL 2 I { I JI ! ! TRUSTEES OF GAC REALTY TRUST LL. W — - - - - ` - - - — - - - - —- - - - ! ! BOOK 10586, PAGE 494 J. Paving (Max. coverage after structures) 50 14.9X Q _ PLAN BOOK 310, PAGE 126 m4'� MAPLE { X 44 ! K. Curb cuts distance (min. ft) 200 200 N/A - - - � m I L — — — — — — — — — — — — — — — — — — - - - - - - - - — — — — — — — — — — — — — — — /STING �- O ��_.-v_V-� ��-�r '��rn c- M C jD 1 W -- - AP 1 v-✓� r D ! TOWN OF AGAWAM ZONING REVIEW r 1� AR -4 GAs SERVICE EXISTING >� D C7 1 q ! ZONING (Chp 180) \\ - (6Y OTNERs TREELINE n z p n Z D� TO REMAIN f J\ S� \ �•-- - --- - - - - - - -- - - - - - - -- - - - - � - - - -. - - - _. - --- - - - �. - , - - - - .� - - - - - �� n - - �� - - J _ - L 17 7.5 6' l Project: Conrad Faford, Inc. OD. 95.00' R= 5698.0 L= 183.29 302.08 Zoned: Industrial District A (Agawam Regional Industrial Park) S 22'22'20" W Use: Corporate Office -- S 24'07'55" W � �� ^ -��` Size: 10,000-14,000 S.F. Office Building � O � rnD W • V I v ® COT � Section Description V Z J W ° SILVER STREET non 180-13 Site Plan Review 1 60.00' WIDEN PUBLIC Regyired for all changes in use, structure, or parcel, including parking. LL O IW-55 Permitted Uses O _ C. Any business use permitted in business A or Business B ti OVlRFIEAD t1TfLlTIES Q X 1W-56 Height Regulations Allowed Proposed W LL O Max. Stories 2 1 � < m = Max feet 40 15'-3" TBM ROD 1N GRANITE STONE 180-57 Setbacks, yards !1. e j a BOUND GRANITE ELE = 1 TONE Setback width at least dimension (ft) 40 60 (min.) TOWN OF AGAWAM DATUM Sideyords 4 rearyards 25 180 (MIN.) O � z - � r0 LIJ a O LU 180-58 Lot coverage 0/ a it O NOTES: LEGEND 180-59 Lot Building coverage (max. %) 50 7.6% LL Z Q LL rA r � f. FOR REFERENCE 70 ENCLOSED PERIMETER SEE BOOK 5368, PAGE 345 O Q IRON PIPE FOUND o Frontage (min. ft) 100 100 804.7 � BOUND FOUND Lot size (min, sf) 40,000 1601358 V AND PLAN BOOK 311, PAGE 98. CATCH BASIN `� Q 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON DRAIN MANHOLE ® ' SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD HYDRANT DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED SEWER MANHOLE O W c) WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT WATER GATE PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 1' CONTOUR LINE a Parking Re Proposed .9 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION BY TAKEN FROM PLAN OF 5' CONTOUR LINE LAND BY HERITAGE SURVEYS, INC., PLAN N0. 2408-F-2, DATED 10/18/99. DRAIN LINE 1 space per 300 S.F. (assumed) 41 41 0 n �,.. LU ° to 4. PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION GAS LINE ` O' Z SEWER LINE CONTROL BARRIERS SHALL BE INSTALLED, MAINTAINED, AND SHALL NOT BE E -- - - - - - - - — REMOVED UNTIL ALL WORK IS COMPLETE AND VEGETATION IS ESTABLISHED. UTILITY LWATER UININ IL O DEC 2 2 1999 5. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR DRAINAGE LINES, THE CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM'S SOIL TEST PIT �_� ENGINEERING DIVISION, 786--0400 X275/8. NO PIPING/APPURTENANCES PLANm DRAWN BY: DBS WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. r SITE LA"rOUT DATE: 12/22/99 I SCALE: 1" = 30' I" s 30` SHEET #: NOT FOR COONSTRUCTEON 9800-L1 57 LOCUS MAP F-2B, LLC SCALE: 1 " = 1000'f BOOK 10886, PAGE 454 if INV. 18"RCP = 189.24 PLAN BOOK 311, PAGE 98. 30" PINE fry Z AftAW 0 r92 --------__ �-_19.E y�~~- ---�" 0. o ry I i 528.91 N26'37'19"E 91 V3 j GRASS _ {L z rn j x9TM�1 DRAINAGE e RIRPAI� 0�1` �g - -- 0 ' WALE LS (TYIa.) . �-_--� x11TM•1ES.50 -ti i o CB #3 I x190.73 191.50 x ? I TP-I LOCUS ® ® F EXISTING 12" RCP 79r INV. OUT = 189.01 I FLARED END ,� RIP P t .20 x S SMH #5 1 w $ D.I.P. WATER I INv-18a.5o u� a STUB L 400 @7 ELEC TEL I 6 .SH ., 4i f30X#9 _��a xsnrl:1�9.25 / - / / !/ /\� / , EXISTING DRAINAGE STRUC_T__URES - f �r`ti T a x 9.73 c- "� c ---------\ ---•--------- --- -- - __� rt W LJ - -- DMH 1 V / o 6/. PVC SANITARY SEWER STUB 1 11RE SP4ICES L- I APPROX. INV = 182.0' (FIELD VERIFY) I I 92.Q0 + xppp� Ep ! RIM = 190.56 UJ �••- - `" P.I. `- �`r - T'`/ - /r r-/T /r- /�- / / / - f INV. 12"RCP IN = 185.46 © I I ER r INV. 12"RCP IN = 185.76 0° ~• l INV. 15"RCP IN = 185.01 os.2 1 �• 192.0 192.10 / / I / / / / / / .� t9l.ttox -- _ - INV. 18"R P O T 184.96 SHEd In CO TP �,�•+ I 192.75 TP-3 �! ti TP-4 �� DMH #2 00 019L27 4` 192.2 •. ; �. Q RIM = 190.81 4; :n 0) s� lh C) S ELFB R 184.5CP /OUT = 183.46 0 Lo nl Cep lU ibcs �qy �_�_ -195 IL ' ) X '- E 192.73 CB 1 c i >f 192.7 192.7 '. # Lu RIM = 190.55 W J C�.� i ``� \ � INV. 12'RCP OUT = 186.55 Q Q U) f R I R �----__ -------1 ------- ------------- SUMP = 185.2 JLLJ � - -- -------------------- ---_ -- --------------- - --_---- a LIL ,_ 4' 19 .50 194. ! 19 - .-_---��----- .• - __--_ - ��_- -- -_-- i 94 -193- - --�_ - RIM# 190.29 > > INV. 12 RCP IN = 185.79 M N ^ „ '� - � INV. 127RCP OUT = 185.64 cts V I LV 6 ASH n°+v. T. °R,u" \ SUMP = 184.9 Q LL p f CB #3 W �... co) f I i '•� 1 9?`` ' RIM = 191.58 - cc U-) 4) INV. 127RCP OUT - 189.28 cv) O SUMP = 186.88 Q � o PARCEL F-2 81 �:A = 3. 682 ACRES rr ,� _ PROPOSED R V � W J EXI5TING UNDERGROUND 'J Z f� 12,188 S.F. SANITARY R T o 'I WILLIAM R. FERRY & p 0 a ELEC. CONDUIT r OFFICE BUILDING SMH #1 Q f Ca I � PETER S. CORCODILOS RIM _ rN/� +FF ELEV. = 194.00 TRUSTEES OF GAC REALTY TRUST NV. 10?PVC7N/OUT = 174.75 V` '� �^ W BOOK 10586, PAGE 494 14 • � __ -- - 1 "� S __._ _��- SHELF = 175.6 ELECITEL CL f 193.E j EXISTING PLAN BOOK 310, PAGE 126 BOX#10 =2 _ �� * 4 �A _ TREFLINE RIM SMH 191.07 ' 1 TO REMAIN " f INV. 6 PVC IN = 182.87 I I f NDERGROUND ELEC. TRANS INV. 10"PVC IN/OUT = 174.04 ( ) 4" PVC CONDUIT (ELEC.) SHELF = 174.7 lco EXISTING RIP-RAP (1) 3' PVC CONDUIT (TEL.) `\ ~. AREA GAS SEICE RIMH� RV 190.68LAJ (et' oTaaERs - 19 A INV. 6 PVC IN = 178.28 4.85 ��s9 i GUY POLE 1 77 56' INV. 10"PVC IN/OUT = 173.53 95.00' R= 5698.0 • ' L= 183. 29' - r SHELF = 184.38 ; SMH �- -- S 22'22'20 W 302.08 # S 24 07 55 W SMH #4 --V 9 EXISTING GAS MAIN - - . - . - - - - RIM = 190.28 ■ ------- _ . . _ . . _ - . . � . - . - - _ _ . . r _ . . _ . � . . - . . _ . - . � . . . - . . - _ . _ . _ . _ . _ . - . . INV. 10"PVC IN/OUT = 179.88 W 4) - f- i C8 #2 c8 #1 191 SHELF = 180.48 zlc3 '� DMH #2 _--- �.� _---_- -_ _ - --- -- ----_ _ _-- - D ---- Z SMH #3 --------�j}---___-_-_- DMH #1 SMH #1 SMH #5 � _ SMH #2 ---_ SILVER STREET_-_-__-- _ - RIM = 191.90 V- d 0 _.--_----------- rt-- --------_ -_--- --- _ __-__------ -- , fi0.00' WIDEN PUBLIC I NV. 10"PVC INIOUT = 181.aaEXISTING WATERMAIN � � SHELF = 181.50 _ - - � _ - HOC OVERHEAD urlLrrrEs - a m TBM = a u. o ROD IN GRANITE STONE v a BOUND ELEV. = 190.91 0 Z TOWN OF AGAWAM DATUM a s 0 w o LEGEND F NOTES: U. a 1. FOR REFERENCE TO ENCLOSED PERIMETER SEE BOOK 5368, PAGE 345 IRON PIPE FOUND C ^ AND PLAN BOOK 311, PAGE 98. BOUND FOUND 4 � a CATCH BASIN 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON DRAIN MANHOLE SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD HYDRANT DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED SEWER MANHOLE 0 C7 WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT WATER GATE 0 rrc 10, a PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 1' CONTOUR LINE 00 ; 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION BY TAKEN FROM PLAN OF 5' CONTOUR LINE ----------------------------------------------- F ., LAND BY HERITAGE SURVEYS, INC., PLAN NO. 2408-F-2, DATED 10118199. DRAIN LINE ------- -------- - ~- ---- W GAS LINE -- - - __ _- _ Lu SEWER LINE UTILITY LINE -- - - - - - -- - -- -- -- a O WATER LINE - -- SOIL TEST PIT TP-I DRAWN BY: DBS GRADING / DRAINAGE / UTILITIES DATE: 12122/99 3 SCALE: 1' = 30' 0 30' SHEET#: EXISTING TREE (6) SUMMIT ASH -01 0 I ~ LAWN N U I I I f I V) (q) JAPA ESE Z w (2) SUMMIT ASH CRABAPP I O f W z 0 4' WIDE 3 , (1) BEE GONG I WALK I LAWN EASTERN REDBUD LAWN (5) WASHINGTON HAWTHORN I a -(6) ROYAL AZALEAS � _ - - - - - - - � I (3) YEWS I Os �..- ITS (4) YEWS - -- --- - - - - - - - - - - - - - - - -. - -- - _._. ._ - - - - - - - - I ;!'� ,:n �o�'d y► 6 PINKSHELL AZALEAS LAWNY-, 03 (6) JAPANESE WOO (3) MT. LAURE (#) SWEET GUM I L I (1) KATSURA TREE d In (I4) WILLOWLEAF COTONEASTER o 12+8 CRANBERRY GOTONEASTER I CD Z O (3) SHADBLOWS - O 3+3 51EBOLD VIBURNUM (2) 51BERIAN 5�'RUCE C�6/ a cc _77V♦ In (q) WHITE ! o LOADING RHODoD N ON I W (4) STAR MAGNOLIAS AREA v �: v ch LAWN FIELD GRASS EX I Cx (s) CHINA BOY HOLLY T R E L I N LL (6) YEWS 0 (q) YELLOW LAWN { - 1 ~ PORENTILLA CAN LAWN (1) CANOE BIRCH O N 1 TO REMAIN I. (4) SPICE VIBURNUM C)l Cc (�) Q $ "' I Q L LAWN 0 YJ C 15T1NG (7) MT. FIRE (3) YEW (3) Y W5 ( - W r C EL F- 2 .L� B C3TREE ANDROMEDA PAR _ ( INTER RY i ..� LAWN _ _ __ 'AREA _ 3,9682 �ACRES ,� J w ROPC S Malgl a CL W 1 , 168 S U(40) RIVET HEDGE j f�f G � �EMONSTRATION GARDENS J _._._.. � ry • _ I I I ! I � 1 I _ _ _ - - - -- -- -- - - -- - - - - - -. 4'X4'X(c" CONC. i I � EXISTING PAD I Wcf) • TREE EXISTING .• PAO ram.• r�,.. ram•, 4.1 ,_+ Z LAWN TREES TO REMAIN (� I .. LL 0 �,.. ,.. �,.. �,.. .. Q oc • EXISTING ' •ss W a THE EL I N E ,, U. p PROP05ED SIGN (11) KWANZAN CHERRY TO REMAIN a m LOCATION rr r r r Q Q r r LAWN r 0 � ZCL .. O W O J r Jr rti`ysO W o y.: r�d.� .r.• M T (3) LANDON PLANE TREES O QZ Ana C� O U- w TREE SCHEDULE SHRUB SCHEDULE SILVER V STREET < !� < QTY. BOTANICAL NAME GOMMAN NAME SIZE QTY. BOTANICAL NAME GOMMAN NAME SIZE Cc (n 3 3 PLATANUS ACERIFOLIA LONDON PLANE TREE 2-2.68 6 AZALEA VASEYI PINKSHELL AZALEA 0-6kL. NOTE= ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE W Z '" a 6 cORNuS IGOUSA JAPANESE DOGNIOOD 1s-1.75' 6 AZALEA VISCOSUM '�- AZALEA 3 GAL. PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL Z LL V a 3 GERCIS CANADENSIS EASTERN RED13UD 6-T Iq TAXUS X M 'DENSIFORMIS' DENSE SPREADING YEW 3-3.51 BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. a FRAXINUS P.L. '5UMMIT' SUMM{T A514 2-2.5' 4 VIBURNUM C. COMPACTA KOREAN SPICE VIBURNUM 18-24' V Q W 5 GRATAEGUS PHAENOP'YUM WASHINGTON HAWTHORN 0_10 9 RHODODENDRON G. ALBUM WHITE R#4ODODENDRON 2.5-3' NOTES, DESCRIPTION WZ I FAGUS S. 'PURPLE FOUNTAIN" PURPLE BEECF4 2-2.5' 3 KALMIA LATIFOLIA MOUNTAIN LAUREL 3-40 I. LANDSCAPE DE51GN BY ROBERT KENT OF K.D.I. LANDSCAPE CONSULANTS. SYMBQLIA=ZM 3: A 4 400 WATT M14 AREA CUTOFF FLOODLIGHT IS` SQUARE POLE t CERCIDPRTLLUM JAPONICUM KATSURA TREE 2-2.5' 14 carONEASTER S. REPENS WILLOWLEAF COTONEASTER 2 GAL. 2. ALL D15TURBED UNDEVELOPED AREAS SHALL BE LOANED AND SEEDED 'a e 2 70 WATT MH WALL MOUNTED SECURITY LIGHT MOUNTED 7' 141. CL O 2 PIGEA OMORIKA SER81AN SPRUCE 3-4 4-5 ' 1 PIERIS JAPONICA 'MT. FIRE' MT. FIRE ANDROMEDA 3 GAL WITH CONSERVATION GRA55 MIX. � r 6-6 �JqE 6 I 70 WATT MH FLUSH MOUNTED SOFFIT LIGWT 4 VIBURNUM 51EBOLDI SIEBOLD VIBURNUM 5-4 5 ILEX X M CWINA BOY CHINA BOY HOLLY 24-30' � Op 5 BOLLARD LIGHT DRAWN BY: GAC I BETULA PAPYRIFERA CANOE BIRCH 8-10' q POTENTILLA FRUTICO5A YELLOW PORENTILLA 3 GAL. 3 AMELANCHIER CANDEN5I5 SHADBLOW f.-a' 40 LIGUSTRUM X IBOLIUM IBOLIUM PRIVET 3 GAL. I LIQUIDAMBAR STYIFERA SWEET GUM 2-2.5' LANDSCAPE LIGHTING PLAN DATE: 1 _ 22/99 4 MAGNOLIA STELLATA STAR MAGNOLIA 5-6' x II PRUNUS S. 'KWANZAN' KWANZAN CHERRY 6_81 9 MALUS FLORIBUNDA ,JAPANESE FL. CRABAPPLE 1.25-1.5' AL 2O' c� 1" - 20' AEU W FIELD GRASS AREA, LOFTS TRIPLEX RYE GRASS MIX, 6R PER 1,000 5F. N O 1`T Pon c o M 37�u cT��M � godb'L3 LAWN AREA, LOFTS STANDARD GENERAL PURPOSE MIX, 40li BLUEGRASS, 35ZRYEGRA85, 25S RED FESCUE uv u !1 V u V � � � ca cn