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8116_SITE PLAN- SPECTRUM ANALYTICAL- ALMGREN DR. (ADDITION) �ck`tirn � no, lc�� ;cc,� rp n ��- TRISTAN SIMONDS Netwark Coordinator SPECTRUM ANALYTICAL,INC. Featuring 11 Almgren Nvt HANIBAL TECHNOLOGY Agawam,Massachusetts 01001 413-789-9018• Fax 413.789.4076- E-mail:Tsimonds@spectrum-arWocal.com oT WN F AGAWAM 0 INTEROFFICE i �o�R�O MPy� MEMORANDUM 5lAo To: Planning Board CC: File, MCC <#. From: Engineering GET 0 5 2000 Date: October 5, 2000 fWNINGBOA110 Subject. Site Plan- #250 - Spectrum Analytical - Per your request dated September 12, 2000, we have reviewed the above referenced plan entitled, "As-Built Plan of Land in Agawam, Massachusetts; Surveyed For Spectrum Analytical; By: Heritage Surveys, Inc., College Highway & Clark Street, Post Office Box 1, Southampton, Massachusetts; Scale: 1" = 20'; Date: June 16, 2000; Revised: September 22, 2000", and we have no comments at this time. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, -, AA W. T. Daley, P.E. Michael C. Chase, E.I.T. /Tmes wn Engineer Civil Engineer I h aengineerlsitep{an\sp250_03.wpd Town of Agawam ' Ip 36 Main Street Agawam, Massachusetts 01001-1837 y� 0 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Deborah S. Dachos, Director Office of Planning& Community Development DATE: September 28, 2000 SUBJECT: Revised Plan- Spectrum Analytical, 11 Almgren Drive Please review and comment on the attached revised Site Plan for Spectrum Analytical prior to the Board's October 5, 2000 meeting. Thank you. D SD/j sg Attachment DSDTjsg i l i HERITAGE SURVEYS, INC. ZOGU Professional Surveyors and Engineers P. 0. Box 1 - College Highway NN N � Southampton, Massachusetts 01073 Bruce A. Coombs, President Telephone (413) 527-3600 Professional Surveyor, MA, CT& VT Facsimile (413) 527-8280 E-mail: bruce@heritagesurveys.com Website: heritagesurveys.com LETTER OF TRANSMITTAL TO: Town of Agawam DATE: September 26, 2000 Planning Board 36 Main Street Agawam, MA 01001 JOB #: 2408-000606 SUBJECT: Spectrum Analytical/11 Almgren Drive Agawam, MA WE ARE SENDING YOU: COPIES DATE PLAN # DESCRIPTION 2 06-16-00 2408- Prints of Sheet 2 of 2 — Site Plan of Land last revised: 000922 in Agawam, MA 09-22-00 The above referenced plan has been revised in response to a letter from the Town of Agawam Engineering Department, dated September 20, 2000. Please contact this office if you should have any questions or comments relative to the above. Sincerely, Mark P. Reed 2000 12,59 TOWN OF AGAWAM a 14135278280 � N0.195 E702 TOWN' OF AGAWAM INTEROFFICE 1 MEMORANDUM 1b: Planning Board CC: Pile, MCC From, Engineering (C 0®r.) Date: September 20, 2000 Subject; Site Plan- 0250 - Spectrum Analytical Per your request dated September 12, 2000, we have reviewed the above rc*rcnvl plan cutiulcd, "As- Built Plan of Land in Agawam, Massachusetts; Surveyed For Spectrum Analytical; By: Heritage Surveys, Inc., College Highway & Clark Street, Post Office Box 1, Southampton, Massachusetts; Scale: 1" = 20`; Date: rum 16, 2000; Revised: August 28, 2000", and we have the following comments: 1.} We have reviewed the stoma drain. calculations for the 2, 10, and 100 year storms, and are satisfied that there should be .no adverse drainage impacts. 2.) The proposed topography lines are not labeled correctly. They should be changed from 87, 98, 89, 90 to 187, 188, 189, 190 respectively. 3.) A standard detail of the silt fence needs to be added-to the plans. 4_) The following note should be added to the plans: "Prior to the installation of any sewer, water or drainage lines,the contractor/owner shall contact tlic Tovrni of Agawam's Engineering Division,786- 0400 x -275/8_ No piping/appurtenances will be installed or backfilled without the permission of the division." S.) It is recommended that the 2 southernmost parking spaces in the proposed parking area be painted with "X"'s to avoid difficult vehicle backing maneuvers. If you have any que-,-tinns, pleAse do not hesitate to cnntar..t our dlvisinn. Sincerely, Sincerely, 1arr�es T. Daley, P.E. �' 2 �,p40 Michael C. Chas;,-E.I.T. Town Engineer 5 ivil Engineer I I,:Iang�rnxrlsitcplao1sp25U {l2.Wpd ``4 i TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board �l J CC: File, MCC From: Engineering Date: September 20, 2000 Subject: Site Plan- #250 - Spectrum Analytical Per your request dated September 12, 2000, we have reviewed the above referenced plan entitled, "As- Built Plan of Land in Agawam, Massachusetts; Surveyed For Spectrum Analytical; By: Heritage Surveys, Inc., College Highway &Clark Street, Post Office Box 1, Southampton, Massachusetts; Scale: 1" = 20'; Date: June 16, 2000; Revised: August 28, 2000", and we have the following comments: 1.) We have reviewed the storm drain calculations for the 2, 10, and 100 year storms, and are satisfied that there should be no adverse drainage impacts. 2.) The proposed topography lines are not labeled correctly. They should be changed from 87, 88, 89, 90 to 187, 188, 189, 190 respectively. 3.) A standard detail of the silt fence needs to be added to the plans. 4.) The following note should be added to the plans: "Prior to the installation of any sewer, water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division, 786- 0400 x - 27518. No piping/appurtenances will be installed or backfilled without the permission of the division." 5.) It is recommended that the 2 southernmost parking spaces in the proposed parking area be painted with "V's to avoid difficult vehicle backing maneuvers. If you have any questions, please do not hesitate to contact our division. Sincerely, �. x Sincerely, r James T. Daley, P.E. 9 7QbD Michael C. Chase, E.I.T. Town Engineer ivii Engineer I X1 \J h:lengineerlsitep)an\sp250_02.wpd ?�* vxt f ? r MEMO f r TO: Engineering Department FROM: Planning Board j DATE: September 12, 2000 SUBJECT: Site Plan - Spectrum Analytical - Almgren Drive 1 i ? r 1 Please review the attached revised Site Plan for Spectrum Analytical to be sure it is ready for the Board's signatures at their September 2Is1 meeting. (Please return plan with you comments.) ? Thank you. 1 I r f DSD:prk 1 i j 1 ? I rf 11 tj i�r f 1 1 1 !�► A Town of Acrawam 16 'Main :5treer Agawam. -Niassachusett.3 0100'1 -13- Tel. 3-77 6-t1400 Fa: 31 -"35-99: FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: ��c TO: - c� FROM: Number of Pages Including Cover Sheet: Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 28, 2000 DATE RECEIVED: June 22, 2000 DISTRIBUTION DATE: June 22, 2000 PLANNING BOARD MEETING DATE: July 6, 2000 APPLICANT INFORMATION 1. Name of Business: Spectrum Analytical, Inc. Address: 11 Almgren Drive, Agawam, MA 01001 2. Owner: Hanibal C. Tayeh Address: Same Telephone: (413) 789-9018 3. Engineer: Heritage Surveys, Inc. Address: P.O. Box 1, Southampton, MA 01073 Telephone: (413) 527-3600 PLAN REVIEW Scale: 1"=20' Date: June 16, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address should be included. Description of Project: Proposed 3,600 addition to existing laboratory facility. Site Plan Review Page 2 Description of Site: Site is fully developed with existing building, parking and lawn. Provision for Traffic Flow: Unchanged. Parking: There are thirty-nine (39) existing spaces. An additional twelve (12) are to be provided. The parking guidelines recommend one (1) parking space for every one and one-quarter employees and adequate parking for customers and visitors. If the site was considered an office building, thirty-six parking spaces would be necessary. The two southerly most parking space can not be exited without backing out. Drainage: Drainage must be approved by the Engineering Department. Public Utilities: All utilities must be shown on the plan. Landscaping/Screening and Buffers: Detailed landscaping plan indicating species, size and location must be submitted. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: O.K. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Height and type of fence should be provided. Other Comments or Concerns: r Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y� Tel. 413-786-0400 Fax 413-786-9927 3>, July 7, 2000 3 �C:D Hanibal C. Tayeh f: 11 Almgren Drive Agawam, MA 01001 Dear Mr. Tayeh: At its duly called meeting held on July 6, 2000, the Agawam Planning Board voted to approve the Site Plan entitled "Site Plan of Land in Agawam, Massachusetts prepared for Spectrum Analytical" prepared by Heritage Surveys, Inc. and dated June 16, 2000 with the following conditions. 1. The comments contained in the Engineering memo dated July 6, 2000 (attached) must be addressed. 2. The comments contained in the Fire Department memo dated July 5, 2000 (attached) must be addressed. 3. The comments contained in the Planning Department memo dated June 28, 2000 (attached) must be addressed. Three copies of the revised plan must be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis Hopkins, Acting Chairman Agawam Planning Board CC Clerk Heritage Surveys, Inc. Engineering Building File TOWN OF AGAWAM " INTEROFFICE MEMORANDUM �1 To: Planning Board CC: File, MCC From: Engineering Date: July 6, 2000 Subject: Site Plan- #250 - Spectrum Analytical Per your request dated June 22, 2000, we have reviewed the above referenced plan entitled, "As- Built Plan of Land in Agawam, Massachusetts; Surveyed For Spectrum Analytical; By: Heritage Surveys, Inc., College Highway & Clark Street, Post Office Box 1, Southampton, Massachusetts; Scale: 1" = 20'; Date: June 16, 2000", and we have the following comments: 1.) There is insufficient turning area for vehicles exiting the last two parking spaces located near the proposed concrete pad. 2.) There should be a detail describing the proposed plantings on the plans. 3.) Arrows showing travel direction in the parking lot should be added to the plans. 4.) We did not have enough time to review the drainage calculations. Comments concerning the results of this data will be addressed as soon as possible. We apologize for any inconvenience this may cause. 5.) It is suggested that a silt fence is added to prevent silt runoff from entering the detention pond and the neighboring property during construction. A detail and the approximate location of the silt fence should be added to the plans. 6.) Two handicap parking spaces are required. These should be properly labeled on the plans. 7.) The proposed topography lines should be added to the plans. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, Ja s T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer I h:lenginee rlsitep1anlsp2S0^01.wpd MEMO To: Planning Board From: Sergeant Donald Galler Subject: Site Plan-Spectrum Analytica -Almgren Drive Date: June 30, 2000 The expansion of the building and the parking lot at Spectrum Analytical will have no impact on pedestrian or traffic safety. However,they should be in compliance with the Town Code for Handicapped parking spaces. ti.tit, i r Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 0 t�Py� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: June 22, 2000 SUBJECT: Site Plan - Spectrum Analytical - Almgren Drive Please review and comment on the attached Site Plan for Spectrum Analytical prior to the Board's July Oh meeting. . Thank you. AT THIS TIME THE FIRE DEPT . CAN NOT APPROVE OR DISAPPROVE THIS PLAN WITH OUT A CURRENT LIST OF CHEMS . DSD:prk AND AMMOUNTS . ' 1 rl c AGAWAIM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board s Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business spectrum Analytical, Inc. Featuring Hanibal Technology Address 11 Almgren Drive, Agawam, mA 01001 2. Name of Applicant/Owner Hanibal C. Tayeh Address 11 Almgren Drive, Agawam, mA 01001 Telephone 413-789-9018 3. Name of Engineer/Architect Heritage surveys, Inc_ Address P.O. Box 1, Southampton, mA 01073 Telephone 413-527-3600 4. Please give a brief description of the proposed project: It is proposed to expand the existing building at least an additional 45 feet in the tear of the building and expand'• the existing parking lot to add an additional 12 pa;king spaces:\ Revised 11/06/98 :: LA AL LABORATORY LtNIT HAZARD CLASSIFICATION 45-7 Potentially Explosive Reaction. Any chemical proce- ers above or below ground level at these points, and so dure that uses or forms reactive materials, arranged and utilized as to qualify as the main floor. (For a more complete definition, see NFPA 101,1 Life Safety Code.'a) Reactive Material. A material that, by itself. is readily capable of detonation. explosive decomposition, or explo- sive reaction at normal or elevated temperatures and pres- cedure or operation at which there is no person present sures. (See"-lppendie B-2.3.1 for donitions of Reactivity 3 and who is knowledgeable regarding the operation and emer- Reactivity 4.) emer- gency shutdown procedures. Absence for lunch, telephone calls, etc., without cover- Refrigerating Equipment. Any mechanically operated age by a knowledgeable person canstiattes an unattended equipment used for storing materials below normal ambi- laboratory operation. ent temperature. It includes refrigerators, freezers, and similar equipment. (See 9-77 and.A-9-2.2.2.) Chapter 2 Laboratory Unit Hazard Classification Safety Can. An approved container. of not more than 5 gal (19 L) capacity, having a spring-closing lid and spout cover and so designed that it will safeiv relieve internal pres- 2-1 Scope. This chapter classifies laboratory units based sure when subjected to fire exposure. {See Section 1-2. 'Salety on the amount of flammable and comhusiibie' liquids con- Can,"of.\'FP.l 30. Flammable and Combustible Liquids Code.) tained within the unit. both in storage a6d in use. This chapter also defines the existence of an explosion hazard in Shall. Indicates a mandatory requirement. a laboratory unit or in a laboratory work area. This chap- ter further defines limitations on instructional laboratory Should. Indicates a recommendation or that which is units. advised but not required. t 2-2 Laboratory Unit nit Fire Hazard Classification. Storage Cabinet." A cabinet for the storage of flammable 2-2.1 Laborator' units shall be classified as Class A, B. or and combustible liquids constructed in accordance with Sec- C, according to the quantities of flammable and combusti- cion 4.3 of NFP:k 34).Flanrinable and Combustible Liquids Cude. ble liquids specified in Table `_'-`_'. The largest amounts of laminable and Combustible liquids are permitted in Class Street Floor. .Atiy store or fluor level accessible. from A laboratory units and the least amounts in Class C labora- the street or from outside the butldim, at around level. tort- units. ISee .Appendex D i'M'jin-tlrer tnformettton on laborn- %.uh tluor Ievrl at main entr:uxe not 11101'e than three ris- '011V 1411111 ire hU"ard &!,flnr'allon.l Table 2.2 Maximum Quantities of Flammable and Combustible Liquids in Laboratory units Outside of Flammable Liquid Storage Rooms' Excluding Quantities in Storage Cabinets' Including Quantities in Storage Cabinets' or Safety Cans or Safety Cans Maximum Maximum Maximum Maximum Quantity' Quantity''per Quantity` Quantity''' per Flammable per too Square Laboratory Unit per 100 Square Laboratory unit Laboratory i or Feet of Fee[of Unit Combustible Laboratory Laboratory Glass Liquid Class i Unit Unit ' Unsprinklered ; Sprinklered°i Unsprinklered I SPrinklered° j 1t 1 j 10 Gailons ;it)()Gallons ~till"G.tlloas '-"I Gallons 600 Gallons 11'_00 Gallons i High Haiard) i 1. 11 anti I I IA' I 20 Gailuns 400 Gallons Soo Gallons 40 Gallons alll)Gallons 1600 Gallons I B' I 1 3 Gallons 150 Gallons 300 Gallons I0 Gallons 300 Gallons 600 Gallons I Intermediate Hazard) !! 1. II and IlLk 10 Gallons 200 Gallons 400 Gallons 20 gallons 400 Gallons 100 Gallons y C I ] `_' Gallons 75 Gallons 150 Gallons ) Gallons 150 Gallons 300 Gallons lly ILow Hazard) i 1. 11 and III.V 4 Gallons 100 Gallons ,UO Gallons 3 Gallons '201)Gallons 401)Gallons 'C]ass A laboramry units :hall not be used as instructional lahora- 'For maximum container sizes,see Table 7.2, 1 urrc units' .7he maximum quantities of Class I liquids shall not exceed the °Nlaximuttt quantities of tlammable and combustible litluids in quantities+pecified liar CIass I liquids alone. Class B and Class C instructional laboratory units.,hail he 50 "Where water may create a serious fire or personnel hazard,a percent of those listed in the Table. ❑onwater extinguishing system may he used instead of sprin- 'Regardless of the maximum allowable quantity, the maximum klers. amount in a laborau>r} unit shall Weyer exceed an amour[calCu- 'See description of Flammable Liquid Storage Room in Section lated by using the maximum quantity per 100 square feet of lab- 4-4 of NFPA 30,Flamwible tmd Corabwtible Liquids Code. See oratary unit.The area of offices, lavatories, and other contiguous description of Storage Cabinet in Section 4-3 of NFPA 30. areas of a laboratory unit are to he included when making this calculation. , For SI Units: l ,,gal = 3.;:35 L; 100 sit fit = 9.3 nt`. :991 Edition • • _ 45-8 FIRE PROTEC-FION FOR LABORATORIES USING CHEMICALS 2-2.2 Class A laborator�� units shall not be used as instruc- (d) Use or formation of materials whose chetni ' tional laboratory units. Maximum quantities of flammable Lures indicate a potential hazard, but whose p and combustible liquids in Class B and Class C instructional have not been established, such as triple bonds,e laboratorN units shall be 50 percent of those listed in Table 2-2. icals, nitro and nitroso compounds, and peroxides, 2-2.3 Maximum capacities of storage containers for flam- (e) High pressure reactions,(See Figure G9.5 in A mable and combustible liquids located in laboratory units 2-3.2 A laboratory unit shall not be considered to shall comply with 7-2.3.2 and Table 7-2. an explosion hazard unless a laboratory work area 2-2.4 Requirements for laboratory units shall apply to all that unit contains an explosion hazard great enou cause major property damage or serious injury laboratory units unless identified as applying to a Tabora- laborator} work area, t Cory unit of a specific fire hazard class. 2-3.3 For explosion hazard protection requiremen 2-2.5 For design, construction, and fire protection Chapter 5. requirements for laboratory units, see Chapters 3 and 4. i 2-3 Laboratory Work Area and Laboratory Unit Explo- sion Hazard Classification. P Laboratory Design and Construction 2-3.1 A laboratory work area shall be considered to contain an explosion hazard if an explosion of quantities or con- 3-1* Laboratory Unit Enclosure. centrations of materials in (a) through (e) below could result in serious or fatal injuries to personnel within that 3-1.1 The required construction of laboratory units laboratory work area. (See Appendix C. depend on the laboratory unit fire hazard classification, (a) Storage of materials with a Reactivity Hazard Rating area of the laboratory unit,and the protection to be p of 4. (See.4pprrulix B-2.3.) (b) Use or formation of materials with a Reactivity Haz 3-1.2 The construction requirements shall be tht r mum permitted and shall not exclude the use of con and Rating of 4. (See Appendix B-3.3.) tion with greater fire resistance. I- (c) Highly exothermic reactions such as polymerizations. oxidations, nitrations, peroxidations. hydrogenations. or 3-1.3 Laboratory units shall be separated from non organo-metallic reactions, (For Sources of dQla on chnniml rear- ratory areas by construction equal to or greater than 1 :ruity hazard aril hazardous ch/rnica!reartiurrs,sre.ApperuiixA 7 1.) fire resistance requirements shown in Table 3-I. N Z Table 3-1 Construction and Fire Protection Requirements for Laboratory Units' 11 (See also A-3•I.) Nonsprinkiered Laboratory Units Sprinklered I.Aboratory Uni Construction Types Construction Types III, I and 113 IV,and V Any Construction T (, F ab Fires Fire°Sep. from Fire' Fires Sep. from Fire' Fire Sep Unit Area of Separation Lab Units of Separation lab Units of Separation Lab Units- t ire laboratory from Non- Equal or Lower from Non- Equal or Lower from Non- Equal or 13 azard Unit laboratory Hazard laboratory Hazard laboratory Hazardlass Square Feet Areas Classification Areas Classification Areas ClassificaUnder 1000 1 Hour 1 Hour 2 Hours I Hour 1 Hour NC; LCss 1001-2000 1 Hour 1 Hour — - 1 Hour NC;LC 2001-5000 2 Hours I Hour = _ I Hour NC; LC 5001-10.000 1 Hour NC; LC 10,001 or more — — — — — Under 20,000 1 Hour NC; LC'-' I Hour 1 Hour NC; LC-1-7 NC; LC 20,000 or more — — — — - — Under 10,000 1 Hour NC; LG''' 1 Hour NC; LC''' NC; LC''' NC; LC6'6 10,000 or more I Hour NC; LC I Hour 1 Hour NC; LGs'' NC; LC , ''here a laboratory work area or unit contains an explo- aNG LC = Noncombustible or Limited-Combustible Construe- : ?n hazard, appropriate protection shall be provided for tion. (See Appendix B-3.) -joining laboratory units and nonlaboratory areas,as 'Mav be 4`2-hour fire-rated combustible construction. =�=•cified in Chapter 5. n laboratory units where water may create a serious fire fiExistin$combustible construction is acceptable. :- personnel hazard,a nonwater extinguishing system 'laboratory units in educational occupancies shall be separated'' -av be substituted for sprinklers. from nonlaboratory areas by 1-hour construction. ice Appendix B-3. "Fire separation = from one level of rated construction to an For S1 Units: I sq Fz = 0.093 M2. -3?l Edition FIRE PROTECTION 45--9 3.1.4 Laboratory units shall be separated from other lab- I swing against the direction of exit travel or shall be permit- oratory units of equal or lower hazard by construction ted to be a horizontal sliding door complying with NFPA equal to or greater than the fire resistance requirements 101, Life Safety Code. shown in Table 3-1. 3-5* Furniture and Equipment. Furniture and equip- 3-1.3 Laboratory units shall be separated from other lab- ment in laboratory work areas shall be arranged so that oratory units of a higher hazard class by construction equal means of access to an exit may be reached easily from any to or greater than the fire resistance requirements shown point. in Table 3-1. 3-6 Electrical Installation. All electrical installations, 3-1.6 Penetrations of fire-rated floor/ceiling and wall including wiring and appurtenances, apparatus, lighting, assemblies shall be protected so as to retain the required signal systems, alarm systems, remote control systems, or fire resistance rating and to prevent the passage of smoke, parts thereof, shall comply with NFPA 70, National Eleclrri- fire, or vapors between such fire-rated floors or through cal Code.® such fire-rated walls. (See 6-11.3). 3-6.1 Electrical receptacles,switches,and controls shall be 3-1.7 All Hoor openings shall be sealed or curbed to pre- located so as not to be subject to liquid spills. vent liquid leakage to lower floors. 3-6.2 Laboratory work areas and laboratory units shall be 3-2 Maximum Area of Laboratory Units. The maximum considered as unclassified electrically with respect to Article area of a laboratory unit shall be determined by the Fire 500 of NFPA 70, ,National Electrical Cade. hazard classification, the construction of the laboratory unit, and the fire protection provided, as shown in Table Exception: Under some conditions of extraordinary hazard, it 3-1. could be necessary to classify a laboratory work area, or a part thereof, as a hazardous location, for the purpose of designating 3-3* Requirements for Means of Egress. Means of egress suitable electrical installations. (See 9-2.2 and 9-2.5.) for laboratory buildings, laboratory units, and laboratory work areas shall comply with NFPA 101. Life Safetti- Code. 3.4 Means of Access to an Exit. Chap r 4 Fire Protection 3-4.1* A second means of'access to an exit shall be pea- it vided from a laboratory work area if any of the situations f 4-1 General. described in (a) through (E) exist. I 4 1.1 VI laboratory units shall be provided with Fire pro- (a) :1 labur,tun•)• work area contains an explosion hazard P p so located that an incident would block escape From (4, tection appropriate to the fire hazard as Follows: access to the laboratory work area. (a) Portable fire extinguishers (see Section 4-4). (b) A laboratory ss•ork area within a Class Alaboratory (b) Fire alarm systems (see Section 4-5). . unit exceeds 500 sq ft (46_3 m`). If (c) Evacuation and emergency plans (see Section 3-6). (c) A laboratory work area within a Class B or Class C� J 4-1.2 In addition to the fire protection specified in 4-1.1, laboratory unit exceeds 1000 sq ft (9_'.9 [n'). II laboratory units under some conditions shall be provided (d) A hood in a laboratory work area is located adjacent with automatic extinguishing systems (see Section 4-2) and to the primary means of exit access. inside standpipe and hose systems (see Sertinn 4-3). (e) There is a compressed gas cylinder in Use that: • 4-2 Automatic Fire Extinguishing Systems. I. Is lal'ger than lecture bottle size.and 2. Contains a aas that is flammable or has a Health 4-2.1* Automatic Sprinkler Systems. Hazard Rating of 3 or 4.and 4-2.1.1 An automatic sprinkler system.where required by 3. Could prevent safe egress in the event of acciden- Table 3-1, depending on the construction of the building, tat release of cylinder contents. (See Section 8-2.) the hazard class of the laboratory unit, the construction of (f) There is a cryogenic container in use that: the laboratory unit enclosure, and the area of the labora- L Contains a flammable gas or has a Health Hazard tore unit shall be in accordance with the following: Rating of 3 or 4, and (a) Automatic sprinkler systems for Class A laboratory 2. Could prevent safe egress in the event of acciden- units shall be designed for extra hazard occupancies or taf release of container contents. (See Section 8-3.) shall be hydraulically designed For Ordinary Hazard Group 3, as specified in NFPA 13, Standard for the Irutalla- 3-4.2 -f he required exit doors of all laboratory work areas lion of Sprinkler Systems. within Class A or Class B laboratory units shall swing in the (b) Automatic sprinkler systems for Class 8 laboratory direction of exit travel. units shall be designed for ordinary hazard occupancies or shall be hydraulically designed for Ordinary Hazard 3-4.3* The required exit doors of' all laboratory work Group 2. as specified in NFPA 13.Standard for the Installu- areas within Class C labora[or•v units shall be permitted to tion r f Sprinkler Systems. 1991 Edition • • 45-10 FIRE PRf1TE MON FOR LABORATORIES USING CHEEIICAIS 0 (c) Automatic sprinkler systems for Class C laboratory 4-5 Fire Alarm Systems. units shall be designed for ordinary hazard occupancies or tom— 5-1 Gen shall be hydraulically designed for Ordinary Hazard 4-5.1 A manual fire alarm system shall be installed in a Group 1, as specified in NFPA 13, Standard for the Installa- laboratory building if a fire rn }y not, of itself, provide ade- 5-1.1 lion of Sprinkler Systems, quate warning to building occupants. consider 2-3.1 ar 4-2.1.2 Automatic sprinkler systems shall be inspected 4-5.2 Fire alarm s}'stems and fire detection systems, to prote semiannually, cared for properly, and maintained in ser- where required•shall be installed and maintained in actor- laboratc vice. (Ser A'FPA 13A, Recommended Practice for the Inspection, dance with the following standards, as applicable: tort' are Testing and Maintenance of Sprinkler Systems.) _ (a) NFPA 71• Standard for the Installation, Maintenance, and Usr of Signaling Ssslena for Central Station Semiee. 5-1.2 1 4-2.2 Other Automatic Extinguishing Systems Where followin required or used in place of automatic sprinkler systems, (b) NFPA 72, Standard for the installation, Maintenance, special hazard extinguishing systems and nonwater auto- and Use of Protective Signaling S1�slents. (a) l or they matic extinguishing systems shall be designed, installed, (c) NFPA 72E, Standard nn Automatir Fire Detectors. expose( and maintained in accordance with the following stan- dards, as applicable: 4-5.3 Signal transmission for alarms designed to activate (b) S (a) NFPA 11. Standard for Lot, Expansion Foam and Coca- signals at more than one location shall be verified at each reaction P hrlaed.dg=en! St;deuts location duringeach inspection of the alarm system. speed I'e51S[ar (b) NFPA 1 IA, Standard for Medium- and High-Expansion 4-5.4 The fire alarm system, where required, shall be so explosi' Foam Slstems designed that all personnel endangered by the fire condi- -(c) E (c) NFPA 12, Standard on Carbon Dioxide Extinguishing tion or a contingent condition shall be alerted. laborat Sy',ctents Section The fire alarm system shall alert a local fire brigade (d) NFPA 1 2A.Slalydard nn Halon 1301 Fire Extinguishing or public fire department. (d) I St:urtlls exposu (e) N FPA 1`?B,Standard nn Halon 1211 Fire Extinguishing 4-6 Fire boss Prevention. (e) c Sr.%tents mainta 4-6.1 Fire Prevention Procedures. Fire prevention pro- pus lat: (f) NFP.a l5. Standard fin 61�'aler Sprm Fixed S_rstems far cedures shall be established. The fal]OWing critical areas areas. Fire Protertion require special consideration: t N FPA 17. Standard or Dn Chemical Extinguishing Sys- (i ig f g g� (a) Handling and storage of flammable and combustible buiidil trim' liquids or gases, (11) NFPA 17A, Standard for 11 el Chemical Extinguishing (b) Handling and storage of hazardous chemicals; 5.2 E: 5tislrnls resista (c) Open flame and spark producing equipment work sion r (i) NF1:A 69, Standard on Explosion Prevention Systems. permit system-, metha portable electric cords;and use of p 4-2.3* The discharge of an automatic fire extinguishing (d) Arrangement (a) system shall activate an audible fire alarm system on the (e) Smoking area controls. (b) premises. 4-6.2* Maintenance Procedures. Maintenance proce- (c) 4-3 Standpipe and Hose Systems. dures shall be established. Such procedures shall include (d) inspection• testing, and maintenance of: 4-3.1* In all unsprittklered laboratory buildings with two (a) Utilities--steam, gas, electrical, (e) or,more stories above or below the street Door, a standpipe [ions, (b} Air supply and exhaust systems; sandv with `1b-in. (65-mm) hose connections shall be provided (c) Fire protection equipment; berm. for use by' the fire brigade or the fire department. A Detectors and alarms: (e) Pressure and temperature relief valves; M 4-3.20 Standpipes shall be installed, inspected, and main- (f) 1Vaste disposal systems; tained in accordance with NFPA 14, Standard for the Instal- (g) Fire doors. 5-3 1 lation of Standpipe and Hose Systems. it $ha 4-6.3 Emergency Procedures. (a) 4-3.3 Hose lines shall be of an approved type and shall be areas tested and cared for in accordance with NFPA 1962, Stan- 4-6.3.1* Procedures for laboratory emergencies shall be I (b) dard for the Care. Use, and Maintenance of Fire Hose Including developed. Such procedures shall include alarm activation, Connections and Nozzles. evacuation, and equipment shutdown procedures: Provi- enerl sion for fire fighting actions shall include specific detailed 5-4 . 4-4 Portable Fire Extinguishers. Portable fire extin- plans for fire control operations by a fire brigade or a pub- guishers shall be installed, located, and maintained in lic fire department, including consideration of unusual fence accordance with NFPA 10, Standard for Portable Fire Extin- nonfire hazards. vide( guishers. For purposes of fire extinguisher placement, Class and 1 A laboratory units shall be graded as extra hazard and 4-6.3.2* Emergency procedures for extinguishing cloth- the ! Class B and C laboratory units as ordinary hazard. ing fires shall be established. 1991 Edition tl Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y� Mpy�1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: June 22, 2000 SUBJECT: Site Plan - Spectrum Analytical - Almgren Drive Please review and comment on the attached Site Plan for Spectrum Analytical prior to the Board's July 6'h meeting. . Thank you. DSD:prk I ! r AGAWAIIrI PLANNING BOARD Form D Application for Site Plan Approval a Please complete the following form and return it and 10 copies of the Site Plan to Agawam Planning Board N Office of Planning and Community Development 36 Main Street Agawam, MA 01001 m 1. Name of Business Spectrum Analytical, Inc. Featuring Hanibal Technology Address 11 Almgren Drive, Agawam, MA 01001 2. Name of Applicant/Owner Hanibal C. Tayeh Address 11 Almgyren Drive, Agawam, MA 01001 Telephone 413-789-9018 = 3. Name of Engineer/Architect Heritage surveys, Inc. Address P.O. Box 1, Southampton, MA 01073 Telephone 413-527-3600 4. Please give a brief description of the proposed project: It is proposed to expand the existing building at least an additional 45 feet in the rear of the building and expand the existing parking lot to add an additional 12 parking spacg6N 7.%. et Q Revised 11/06/98 'w. CL 1 1 ' 1 1 DRAINAGE CALCULATIONS ' SPECTRUM ANALYTICAL, INC. HERBERT P.ALMGREN DRIVE ' AGAWAM, MA Prepared for: 1 Spectrum Analytical, Inc. Herbert P. Almgren Drive 1 Agawam, MA 1 Prepared by: 1 Heritage Surveys, Inc. College Highway& Clark Street Post Office Box 1 1 Southampton, MA. 01073 1 H AA OF . . HSI No: 2408-000606 ' �-6 OF RD 1 June 20, 2000_ WEISSE P1� 1 ' Summary, of Pre &_Post Drainage Calculations Prepared for: ' Spectrum Analytical, Inc. Herbert P. Almgren Drive ' Agawam, MA HSI Job no. 2408-000606 ' Table 1. Pre Past Drainage Calculations s ' 2,10,100 Year Storms PRE-CONSTRUCTION POST DIFFERENCE ' PEAK DISCHARGE CONSTRUCTION IN PEAK PEAK DISCHARGE DISCHARGE ' 2.03 CFS 2.30 CFS 2 YEAR REACH 91 REACH#t +0.27 CFS STORM (REACH#1 i5 AN (BEACH#1 IS AN ' UNDESCRIBED STRUCTURE UNDESCRIBED STRUCTURE COMBINING PEAK FLOW COMBINING PEAK FLOW FOR ENTIRE SITS) FOR ENTIRE SITE) ' 3.69 CFS 3.93 CFS 10 YEAR REACH#I REACH 91 +0.24 CFS STORM (REACH#1 IS AN (REACH#1 IS AN ' UNDESCRIBED STRUCTURE UNDESCRIBED STRUCTURE COMBINING PEAK FLOW COMBINING PEAK FLOW FOR ENTIRE SITE) FOR ENTIRE SITE) 5.53 CFS 5.16 CFS 100 YEAR REACH#1 REACH#1 -0.37 CFS STORM (Decreased (REACH#1 IS AN (REACH#I IS AN Discharge) ' UNDESCRIBED STRUCTURE UNDESCRIBED STRUCTURE COMBINING PEAK FLOW COMBINING PEAK FLAW FOR ENTIRE SITE) FOR ENTIRE SITE) Summary: The existing drainage system is adequate for the 100 Year Storm Event. There is a ' decrease in the overall peak discharge off the site in the 100 Year Storm Event. The existing ponds are not over topping in the 100 Year Storm Event. Pond #2 allows for 0.0 foot of freeboard for the 100 Year Storm Event. The discharge from pond #2 discharges into an offsite ' detention basin for the industrial park. 1 PRE 2 YEAR STORM EVENT Data for 2408 SPECTRUM EXISTING Page 1 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5 . 11 000860 (c) 1986-1999_ Applied Microcomputer Systems ' WATERSHED ROUTING 2 O F,-] < O OSGBCATCHMENT ❑ REACH Q POND LINK ' SUBCATCHMENT 1 = DRAINAGE TO NORTHEAST OF PROPERTY POND 1 SUBCAT01nNT 2 = DRAINAGE TO WEST OF PROPERTY -> POND 2 ' SUBCATCffiMENT 3 = DRAINAGE TO SOUTH OF PROPERTY REACH 1 ' REACH 1 = TOTAL DRAINAGE FROM SITE -> POND 1 = POND AT NORTH EAST POND 2 POND 2 = POND AT NORTH WEST -> REACH 1 1 'i II I ' Data for 2408 SPECTRUM! EXISTING Page 2 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems _- 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems. ' SUBCATCHMSNT I DRAINAGE TO NORTHEAST OF PROPERTY PEAK= 84 CFS Q 12 .03 HRS, VOLUME= 06 AF SO-FT CN SCS TR-20 METHOD 7200.00 98 IMPERVIOUS, BUILDING TYPE III 24-HOUR ' 20180.99 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 3 .00 IN 27380.99 80 SPAN= 10-20 HRS, dt=.1 HRS ' Method _ Comment Tc (min) DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT i RUNOFF ' DRAINAGE TO NORTHEAST OF PROPERTY .80 AREA= ,75 27380.99 SF ' 70 1'c= 5 MIN .65 CN= 80 _ .60 SCS TR-20 METHOD ' .55 TYPE III 24-HOUR� 50 u 45 RAINFALL= 3.00 IN , 40 PEAK= .84 CF5 3 .35 12.03 HR5 ' 1 .25 VOLUME= .06 AF .20 , t5 . 10 ' .05 .0 N M a in LO rr m m m ' TIME (hours) ' Data for 2408 SPECTRUM EXISTING Page 3 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 H droCAD 5. 11 000860 c 1986-1999 Applied Microcom user Systems SUHCATCHMENT 2 DRAINAGE TO WEST OF PROPERTY ' PEAK= 1.50 CFS 0 12.02 HRS, VOLUME= 10 AF SO-FT CN SCS TR-20 METHOD 19979.97 98 IMPERVIOUS, PAVEMENT TYPE III 24-HOUR ' 8946.14 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 3 .00 IN 28926.11 91 SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment Tc (mina DIRECT ENTRY Segment ID: 5 .0 SUBCATCHMENT 2 RUNOFF DRAINAGE TO WEST OF PROPERTY 1 ,5 1 .4 AREA= 28926. 11 5F ' 1 ,3 Tc= 5 MIN 1 .2 CN= 91 1 . 1 1 .0 SCS TR-20 METHOD ' g TYPE III 24-HOUR L,u RAINFALL= 3.00 IN ,g .� 7 PEAK= 1 .50 CF5 6 e 12.02 HR5 j •5 VOLUME= . 10 AF La .4 .2 1 0.9m N v l[1 �4 n GO rn m ' TIME (hours) 1 1 1 Data for 2408 SPECTRUM EXISTING Page 4 TYPE III 24-HOUR RAINFALL= 3.00 IN t Prepared by Applied Microcomputer Systems 20 Jun 00 H droCAD 5.11 00OB60 (cl 1986-1999 Applied Microcomputer Systems SUSCATCMC= 3 DRAINAGR TO SOUTH OF PROPERTY PEAK= 42 CFS 0 12 .04 HRS, VOLUME= 03 AF SQ-FT CN SCS TR-20 METHOD 19756.79 74 LAWN, SOIL GROUP C, GOOD TYPE III 24-HOUR RAINFALL= 3 .00 IN SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment Tc (min) DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT S RUNOFF DRAINAGE TO SOUTH OF PROPERTY '40 AREA= 19756.79 SF .35 Tc= 5 MIN CN= 74 .30 SCS TR-20 METHOD 25 TYPE III 24-HOUR u RAINFALL= 3.00 IN .20 PEAK= .42 CF5 e 12.04 HRS ' 15 UOLUME= .03 AF 1l . 10 ' .05 0.09GILIi0 n W m m 12 TIME (hours) 1 Data for 2408 SPECTRUM EXISTING Page 5 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5_11 000860 (c) 1986-1999 Applied Microcomputer Systems ' REACH 1 Not described Qin = 2.03 CFS. 0 12 .12 HRS, VOLUME= 19 AF ' Qout= 2.03 CFS @ 12 .12 HRS, VOLUME= .19 AF, ATTEN= 0%, LAG= 0.0 MIN DEPTH END AREA DISCH ' (FT) (SQ-FT) (CFS) - METHOD PEAK DEPTH= 0.00 FT PEAK VELOCITY= 0.0 FPS ' TRAVEL TIME = 0.0 MIN SPAN= 10-20 HRS, dt=.1 HRS ' REACH 1 INFLOW & OUTFLOW Not described 2.0 ' 1 .9 1 .6 - METHOD UELOCITY= 0 FPS ' 1 .4 TRAVEL= 0 MIN 0 L. 1 '2 U Qin= 2.03 CFS 1 .0 Gout= 2.03 CFS : B LAG= 0 MIN ' o 6 .4 g'0m cv ry v Ln w n m M m tTIME (hours) 1 1 1 t 1 1 i iData for 2408 SPECTRUM EXISTING Page 6 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' POND I POND AT NORTH EAST Qin = .84 CFS @ 12. 03 HRS, VOLUME= .06 AF Qout= .78 CFS @ 12.05 HRS, VOLUME= .06 AF, ATTEN= 8%, LAG= 1.6 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) (SF) (CF') __ (CF) (SF) PEAK STORAGE = 62 CF 187.6 36 0 0 36 PEAK ELEVATION= 188.0 FT 188 .0 286 56 56 286 FLOOD ELEVATION= 189. 0 FT 189.0 2813 1332 1388 2817 START ELEVATION= 187. 6 FT ' SPAN= 10-20 HRS, dt=.l HRS Tdet= 2.9 MIN ( .06 AF) ' # ROUTE INVERT OUTLET DEVICES _ 1 P 187.6' 12" CULVERT n=.01 L=56 ' S=. 0091/ ' Ke=.l Cc=.9 Cd=.82 ' POND 1 INFLOW & OUTFLOW FOND AT NORTH EAST ' 80 STOR-IND METHDD 75 PEAK STOR= 62 CF .70 PEAK ELEU= 188 FT .65 ' .60 .55 Gin= .84 CF5 �+- .50 Qout= .78 CFS U .45 LAG= 1 .6 MIN ` .40 ' 0 35 0 .30 Lt 25 20 . 15 . lB .05 0.00m - ni M v LO % r m rn m ' TIME (hours) 1 1 ' Data for 2408 SPECTRUM EXISTING Page 7 TYPE III 24-HOUR RAINFALL= 3 .00 IN 1 Prepared by Applied Microcomputer Systems 20 Jun 00 HVdroCAD 5.11 000860 (c) 1986 1999 Applied Microcomputer Systems ' POND 2 POND AT NORTH WEST Qin = 2.27 CFS @ 12 .03 HRS, VOLUME= .16 AF ' Qout= 1.70 CFS @ 12.14 HRS, VOLUME= .16 AF, ATTEN= 25t, LAG= 6.8 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) (SF) (CF) (CF) (SF) _ PEAK STORAGE = 1031 CF 184.9 35 0 0 35 PEAK ELEVATION= 185.5 FT 185.0 201 11 11 201 FLOOD ELEVATION= 187.0 FT 186.0 5232 2152 2163 5234 START ELEVATION= 1B4.9 FT 187.0 9981 7480 9643 9993 SPAN= 10-20 HRS, dt=.1 HRS Tdet= 11.7 MIN ( .16 AF) ' # ROUTE INVERT OUTLET DEVICES 1 P 184.9' 120 CULVERT n=.01 L=25 ' S=.0221f ' Ke=.1 Cc=.9 Cd=.82 ' POND 2 INFLOW & OUTFLOW POND AT NORTH WEST ' 2.2 - STOR--IND METHOD 2'g PEAK STOR= 1031 CF 1 .8 PEAK ELEU= 185.5 FT ' 1 .6 i� Gin= 2.27 CFS 1 .4 � I` Gout= 1 .70 CF5 1 2 I LAG= 6.8 MIN V 1 0 i .13 I 8 � l � F � LL 6 , 1 1 1 1 •4 i � .2 0.0m ry v In m m m TIME (hours) 1 PRE 10 YEAR STORM EVENT Data for 2408 SPECTRUM EXISTING Page 1 TYPE III 24-HOUR RAINFALL 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5 .11 000860 (c) 1986-1999 Applied Microcomputer Systems WATERSHED ROUTING ' /T\ T 2 O F � - O5UUCATCHMENT ❑ REACH Q PDND LINK tSUBCATCffiMENT 1 = DRAINAGE TO NORTHEAST OF PROPERTY POND 1 SUBCATCHMENT 2 = DRAINAGE TO WEST OF PROPERTY POND 2 ' SUBCATC MNT 3 = DRAINAGE TO SOUTH OF PROPERTY REACH 1 ' REACH 1 = TOTAL DRAINAGE FROM SITE _> POND 1 = POND AT NORTH EAST POND 2 ' POND 2 = POND AT NORTH WEST -> REACH 1 I Data for 2408 SPECTRUM EXISTING Page 2 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems -20 Jun 00 HydroCAD 5._11 000860 (c) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 1 DRAINAGE TO NORTHEAST OF PROPERTY PEAK= 1.70 CFS @ 12 .02 HRS, VOLUME= .12 AF ' SO-FT CN SCS TR-20 METHOD 7200 .00 98 IMPERVIOUS, BUILDING TYPE III 24-HOUR ' 20180.99 74 DAWN, SOIL GROUP C, GOOD RAINFALL= 4 .50 IN 27380.99 80 SPAN= 10-20 HRS, dt=.l HRS Method Comment Tc (min} ' DIRECT ENTRY -- Segment ID: - - 5.0 SUBCATCHMENT 1 RUNOFF ' DRAINAGE TO NORTHEAST OF PROPERTY 1 .7 I .6 AREA= 27380.99 SF 1 .5 Tc= 5 MIN 1 .4 CN= $0 1 .3 � . SCS TR--20 METHOD ' 4- I .0 TYPE III 24-}SOUR 9 RAINFALL= 4 .59 IN v B PEAK= 1 .70 CFS 3 .7 L 12.02 HRS :5 VOLUME= . 12 AF 1 .4 .3 .2 ' 1— — — — IT un n — 0.0W N r*� is CO rn m N ' TIME (hours) 1 1 1 1 Data for 2408 SPECTRUM EXISTING Page 3 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860_ (c) 1986-1999 Applied Microcomputer Systems ' SU'BCATCHMENT 2 DRAINAGE TO WEST OF PROPERTY PEAK= 2.47 CFS ® 12.02 HRS, VOLUME= .17 AF SO-FT CN_ SCS TR-20 METHOD 19979.97 96 IMPERVIOUS, PAVEMENT TYPE III 24-HOUR ' 8946.14 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 4.50 IN 2B926.11 91 SPAN= 10-20 HRS, dt=.l HRS ' Method - __ Comment Tc (min), DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 2 RUNOFF ' DRAINAGE TO LEST OF PROPERTY 2.4 ' 2 2 AREA= 28926. 11 SF Tc= 5 MIN 2.0 CN= 91 1 .6 SCS TR--20 METHOD ' TYPE III 24-HOUR 1 .4 RAINFALL= 4.50 IN t .2 31 0 PEAK= 2.47 CFS o @ 12.02 MRS ' -j .8 UOLUME= . 17 AF LL 6 .4 ' 0.0m — to v uO .a rn m rn m TIME Chours} 1 Data for 2408 SPECTRUM EXISTING Page 4 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 „{c)_1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 3 DRAINAGE TO SOUTH OF PROPERTY PEAK= . 97 CFS 0 12.03 HRS, VOLUME= .07 AF _ SQ--FT CN SCS TR-20 METHOD 19756.79 74 LAWN, SOIL GROUP C, GOOD TYPE III 24-HOUR ' RAINFALL= 4 .50 IN SPAN= 10-20 HRS, dt=.l HRS ' Method Comment Tc (min) DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 3 RUNOFF ' DRAINAGE TO SOUTH OF PROPERTY .95 .913 AREA= 19756,79 SF ' .85 Tc= 5 MIN .89 .75 CN= 74 .70 .65 SCS TR-20 METHOD In .60 TYPE III 24-HOUR `'' .55 RAINFALL= 4.50 IN .50 .. .45 PEAK= .97 CF5 .40 3' .35 C� 12.03 HRS CD .30 VOLUME= .07 AF .25 . l5 . 10 ^ .05 9.0Bm ' TIME Chour5) Data for 2408 SPECTRUM EXISTING Page 5 TYPE III 24-HOUR RAINFALL- 4.50 IN Prepared by Applied Microcomputer Systems 20 Jun 00 1ydroCAD 5.11000860 (c) 1986-1999 Applied Microcomputer_Systems REACH 1 Not described Qin = 3.69 CPS @ 12 .11 HRS, VOLUME= .36 AF Qout= 3 .69 CPS Q 12 .11 HRS, VOLUME= .36 AF, ATTEN= 0%, LAG= 0.0 MIN DEPTH END AREA DISCH ' (FT) (SQ-FTj (CPS) - METHOD PEAK DEPTH= 0.00 FT PEAK VELOCITY= 0.0 FPS ' TRAVEL TIME = 0.0 MIN SPAN= 10-20 HRS, dt=.1 HRS ' REACH i INFLOW 8 OUTFLOW Not described 3.6 3.4 3.2 3.0 - METHOD 2.8 VELOCITY= 0 FPS 2.4 TRAUEL= 0 MIN 2.2 Oin= 3.69 CF5 U 2-0 1 .6 ❑out= 3.69 CF5 1 .6 LAG= 0 MIN 1 p 1 . J 1 .2 Li 1 .0 .8 ' 6 .4 .2 m ' TIME Chours) i i 1 1 1 Data for 2408 SPECTRUM EXISTING Page 6 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems POND 1 POND AT NORTH EAST Qin = 1.70 CFS @ 12.02 HRS, VOLUME= .12 AF Qout= 1.38 CFS Q 12.11 FIRS, VOLUME= .12 AF, ATTEN= 19%, LAG= 5.4 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) (SF) (CF) (CF) _ (SF) PEAK STORAGE = 284 CF 187.6 36 0 0 36 PEAK ELEVATION= 188.2 FT 188.0 286 56 56 286 FLOOD ELEVATION= 189.0 FT 189.0 2813 1332 1388 2817 START ELEVATION= 187.E FT SPAN= 10-20 HRS, dt=.l HRS Tdet 2 .9 MIN ( .12 AF) ' # ROUTE INVERT OUTLET DEVICES 1 P 187.6' 12" CULVERT n=.01 L=56 ' S=.0091/ ' Ke=.1 Cc=.9 Cd=.82 ' POND i INFLOW $ OUTFLOW POND AT NORTH EAST ' 1 .7 1 .6 STOR-iND METHOD 1 .5 PEAK STOR= 284 CF 1 .4 PEAK ELEV= 188.2 FT 1 .3 t 1 .2 Din= 1 .70 CFS 4- 1 0 t t Oout= 1 .38 CF5 9 LAG= 5.4 MIN 1 3 .7 ' O 5 t J . 4 ' .3 .2 . 1 0. Oti m TIME (hours) 1 1 t 1 f I ' Data for 2408 SPECTRUM EXISTING Page 7 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' POND 2 POND AT NORTH WEST Qin = 3.62 CFS 0 12 .04 HRS, VOLUME= 29 AF ' Qout= 2 . 97 CFS @ 12 .14 HRS, VOLUME= .29 AF, ATTEN= 18%, LAG= 6.5 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 1562 CF 184.9 35 0 0 35 PEAK ELEVATION= 185.7 FT 185.0 201 11 11 201 FLOOD ELEVATION= 187.0 FT 186.0 5232 2152 2163 5234 START ELEVATION= 184 .9 FT 187.0 9981 7480 9643 9993 SPAN= 10-20 HRS, dt=.1 HRS Tdet= 11.9 MIN ( .28 AF) ' # ROUTE INVERT OUTLET DEVICES 1 P 184.9' 12" CULVERT n=.01 L=251 S=.0221/' Ke=.1 Cc=.9 Cd=.82 ' POND 2 INFLOW & OUTFLOW POND AT NORTH WEST ' 3.6 3.4 OR-IND METHOD 3.2STOR= 1562 CF 3.0LEV= 185.7 FT 2.4 ❑i2.8J- 2 n= 3,62 CFS 2.2out= 2.97 CFS u 2.0LAG= 6.5 MIN 1 .8 1 .6Qi .4J 1 .2LL 1 .0.20, m - N v ,n r. oG rn m TIME (Hours) 1 1 1 1 r � ' PRE 100 YEAR STORM EVENT Data for 2408 SPECTRUM EXISTING Page 1 TYPE III 24-HOUR RAINFALL= 6.50 IN 1 Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860_-_(c) 1986-1999 Applied Microcomputer Systems ' WATERSHED ROUTING ' /T\ T 2 � 3 1 1 O SUBCATCHiENT REACH Q POND I I LINK ' hhhJJJ ' SUBCATCHMENT 1 = DRAINAGE TO NORTHEAST OF PROPERTY -> POND 1 SUBCATCHMENT 2 = DRAINAGE TO WEST OF PROPERTY POND 2 SUHCATCHMRNT 3 = DRAINAGE TO SOUTH OF PROPERTY -> REACH 1 ' REACH 1 = TOTAL DRAINAGE FROM SITE -y POND 1 = POND AT NORTH EAST POND 2 ' POND 2 = POND AT NORTH WEST -> REACH 1 1 Data for 2408 SPECTRUM EXISTING Page 2 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 0008.60 (c) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 1 DRAINAGE TO NORTHEAST OF PROPERTY PEAK= 2.91 CFS @ 12.02 HRS, VOLUME= .20 AF ' SQ-FT CN SCS TR-20 METHOD 7200 .00 98 IMPERVIOUS, BUILDING TYPE III 24-HOUR ' 20180.99 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 6 .50 IN 27380.99 80 SPAN= 10-20 HRS, dt=.1 HRS ' Method T Comment, Tc (min) DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 1 RUNOFF ' DRAINAGE TO NORTHEAST OF PROPERTY 2.8 2 6 AREA= 27380.99 SF ' 2 4 Tc= 5 MIN 2 2 CN= 80 2•0 SCS TR-20 METHOD ' 1 .8 TYPE III 24-HOUR u 1 .6 RAINFALL= 6.50 IN 1 .4 PEAK= 2.91 CFS 3 1 '2 @ 12.92 HRS ' -j 1 ,8 UOLUME= .20 AF LL- .6 .4 0.0 m ' m 0 m ' TIME Chour5) 1 1 ' Data for 2408 SPECTRUM EXISTING Page 3 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5. 11 000860 (c) _1986-1999 App_lied_Microcomputer Systems ' SUBCATCE24ENT 2 DRAINAGE TO WEST OF PROPERTY PEAK= 3.76 CFS @ 12 .02 HRS, VOLUME= 26 All SQ-FT CN SCS TR-20 METHOD 19979.97 98 IMPERVIOUS, PAVEMENT TYPE III 24-HOUR ' 8946.14 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 6.50 IN 28926.11 91 SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment _ Tc (min) DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 2 RUNOFF ' DRAINAGE TO WEST OF PROPERTY 3.6 3.4 AREA= 28926. 1E 5F ' 3.2 Tc= 5 MIN 3.0 CN= 91 2.8 r, 2.6 SCS TR-20 METHOD a 2.4 TYPE III 24-HOUR `- 2.2 RAINFALL= 6.50 IN u 2.0 1 .8 1 .6 PEAK= 3.76 CFS O 1 .4 C' 12.02 HRS -J 1 .2 VOLUME= .26 AF LL- 1 •0 .8 .6 4 0.00 � rn a in w r m m m TIME (hours) 1 r Data for 2408 SPECTRUM EXISTING Page 4 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HVdroCAD 5 .11 000860_ j) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 3 DRAINAGE TO SOUTH OF PROPERTY ' PEAK= 1.80 CFS 0 12.02 HRS, VOLUME- 13 AF SQ-FT CN SCS TR-20 METHOD 19756,71 74 LAWN, SOIL 13ROI12 C, GOOD TYPE III 24-HOUR ' RAINFALL= 6.50 IN SPAN= 10--20 HRS, dt=.1 HRS ' Method _ _ Comment _ _ Tc (min) DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 3 RUNOFF ' DRAINAGE TO SOUTH OF PROPERTY 1 .8 t .7 AREA= 19756.79 SF ' 1 .6 1 .5 Tc= 5 MIN 1 .4 CN= 74 1 .3 r, 1 ,2 SCS TR-20 METHOD ' t . 1 TYPE III 24-HOUR U 1 .0 RAINFALL= 6.50 IN 3 .8 PEAK= 1 .80 CFS ' O •7 C 12.02 HRS .5 VOLUME= . 13 AF .4 .3 . 1 6'0m - Lu V in o n cD m m ' TIME (hour5) 1 Data for 2408 SPECTRUM EXISTING Page 5 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 _ (c) 198.6_-199.9 ApIplied_Microcomouter_Systems ___ ' REACH 1 Not described Qin = 5.53 CFS 9 12 .09 HRS, VOLUME= .58 AF ' Qout= 5.53 CFS @ 12 .09 HRS, VOLUME= .58 AF, ATTEN= 0`<S, LAG= 0.0 MIN DEPTH END AREA DISCH t FT S -FT CFS - METHOD PEAK DEPTH= 0.00 FT PEAK VELOCITY= 0.0 FPS TRAVEL TIME = 0.0 MIN ' SPAN= 10-20 HRS, dt=.1 HRS ' REACH 1 INFLOW 8 OUTFLOW 5.5 Not described ' 5,0 4.5 - METHOD 4.0 VELOCITY= 0 FPS ' TRAVEL= 0 MIN kn 3.5 3.0 Gin= 5.53 CFS u Gout= 5.53 CFS 2.5 LAG= 0 MIN ' J 2.0 u_ 1 .5 1 .0 ' .5 0.0M _ r� r, c to �n r M m ' TIME (hours) 1 1 1 1 1 ' Data for 2408 SPECTRUM EXISTING Page 6 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 .Tun 00 HydroCAD 5.11 000860 (c)_1986-1999 Applied_Microcomputer Systems ' POND 1 POND AT NORTH EAST Qin = 2.91 CFS @ 12 .02 HRS, VOLUME= 20 AF Qout= 2 .38 CFS @ 12 .11 HRS, VOLUME= .20 AF, ATTEN= 18%, LAG= 5.2 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) _ (SF�. (CF) --(CF) (SF) _ _ PEAK STORAGE = 600 CF 187 .6 36 0 0 36 PEAK ELEVATION= 188.4 FT 188.0 286 56 56 286 FLOOD ELEVATION= 189.0 FT t 189.0 2813 1332 1388 2817 START ELEVATION= 187.6 FT SPAN= 10-20 HRS, dt=.1 HRS Tdet= 3 MIN ( .2 AF) ' #_ROUTE INVERT OUTLET DEVICES 1 P 187. 6' 12D CULVERT n=.01 L=56 " S=. 0091/' Ke=.1 Cc=.9 Cd=.82 ' POND i INFLOW & OUTFLOW POND AT NORTH EAST ' 2.8 2.6 STDR-IND METHOD 2.4 PEAK STDR= 6e0 CF 2.2 PEAK ELEV= 188.4 FT ' 2.0 - Din- 2.91 CFS 0 1 .8 Gout= 2.38 CFS U 1 ,6. LAG=. 5.2 MIN 1 .4 :3 1 .2 CD I tL B ' .6 1 ' .4 .2 L - - - - N TIME (hour5) 1 1 1 1 ' Data for 2408 SPECTRUM EXISTING Page 7 TYPE III 24-HOUR RAINFALL= 6.50 IN ' HydroCAD _5.11 000� _8.60_ (c) 1986=1999_Appi Microcomputer Systems_ied Jun 00 Pre are Applied Microcomputer Systems 20 J'. ' POND 2 POND AT NORTH WEST Qin = 5.78 CFS ® 12.04 FIRS, VOLUME= .46 AF ' Qout= 4.16 CFS ® 12 .18 ;-IRS, VOLUME= .46 AF, ATTEN= 28%, LAG= 8.5 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 2525 CF 184.9 35 0 0 35 PEAK ELEVATION= 186.0 FT 1.85.0 201 11 11 201 FLOOD ELEVATION= 187.0 FT 186.0 5232 2152 2163 5234 START ELEVATION= 184.9 FT ' 187.0 9981 7480 9643 9993 SPAN= 10-20 HRS, dt=.l HRS Tdet= 11.8 MIN ( .45 AF) ' # ROUTE INVERT _ OUTLET DEVICES 1 P 184.9' 12° CULVERT n=.01 L=25 ' S=.0221/ ' Ke=.1 Cc=.9 Cd=.82 ' POND 2 INFLOW & OUTFLOW POND AT NORTH WEST ' 5.5 STAR-IND METHOD 5.0 PEAK STOR= 2525 CF 4.5 PEAK ELEV= 166 FT 4.e i + Gin= 5. 78 CFS ,+ 3.5 Gout;:; 4. 16 CFS 3.0 + LAG= 8.5 MIN 2.5 � + 2,0 + ti 1 .5 ' + 1 � N co m m TIME Chour5) 1 1 1 POST 2 YEAR STORM EVENT Data for 2408 SPECTRUM POST Page 1 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 H droCAD 5 .11 000860 c 1986-1999 Applied Microcomputer Systems ' WATERSHED ROUTING ' /T\ T 2 � M < 1 OSUBCATCHMENT11 REACH Q POND LINK tSUBCATC M= I = DRAINAGE TO NORTHEAST OF PROPERTY POND 1 SUBCATCHMENT 2 = DRAINAGE TO WEST OF PROPERTY POND 2 SUBCATCHMENT 3 = DRAINAGE TO SOUTH OF PROPERTY REACH 1 ' REACH 1 = TOTAL DRAINAGE FROM SITE, -� POND 1 = POND AT NORTH EAST POND 2 POND 2 = POND AT NORTH WEST -> REACH 1 1 ' Data for 2408 SPECTRUM POST Page 2 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-_1999 Applied Microcomputer Systems ' SUBCATC MNT 1 DRAINAGE TO NORTHEAST OF PROPERTY ' PEAK= 84 CFS 0 12 .03 IRS, VOLUME 06 All SQ-FT CN SCS TR-20 METHOD 7200.00 96 IMPERVIOUS, BUILDING TYPE III 24-HOUR ' 20180 .99 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 3 .00 IN 27380.99 80 SPAN= 10-20 FIRS, dt=.1 FIRS Method - Comment Tc (minl DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 1 RUNOFF ' DRAINAGE TO NORTHEAST OF PROPERTY .80 AREA= 27380.99 5F ' .75 Tc= 5 MIN .70 .65 CN_ 89 _ .60 5C5 TR-20 METHOD .55 TYPE III 24-HOUR ' 4 .50 RAINFALL= 3.00 IN U .45 .40 PEAK= .84 CFS :3 .35 C 12.03 HRS ' -i :20 UOLUME= .06 AF 20 . 15 . 10 05 0'0. 0m ru T v ui w m rn TIME (hour5) 1 f Data for 2408 SPECTRUM POST Page 3 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Tun 00 H droCAD 5 .11 000860 c 1986-1999 Applied Microcomi3uter Systems SUBCATCR14ENT 2 DRAINAGE TO WEST OF PROPERTY PEAK= 2.00 CFS @ 12 .02 HRS, VOLUME= 14 AF 5 -FT CN SCS TR-20 METHOD 24435 .01 98 IMPERVIOUS, PAVEMENT TYPE III 24-HOUR 9171.21 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 3 .00 IN 3600.00 98 IMPERVIOUS, BUILDING SPAN= 10-20 HRS, dt=.1 HRS 37206.22 92 tMethod Comment _ Tc (min) DIRECT ENTRY _ Segment ID: 5.0 ' SUBCATCHMENT 2 RUNOFF DRAINAGE TO WEST OF PROPERTY 2.0 ' 1 'g AREA= 37206.22 5F 1 .8 1 .7 Tc= 5 MIN 3 .6 CN= 92 1 .5 ' 1 .3 1 SCS TR-20 METHOD 2 TYPE III 24-HOUR u 1 . 1 RAINFALL= 3.00 IN ' .99 PEAK= 2.00 CFS 12.02 HRS .6 VOLUME= . 14 AF !` .5 ' .4 .3 .2 . 1 0.8m -- N 71 V lfl Lo n co 0) m ' TIME (hcUr-5) 1 1 1 Data for 2408 SPECTRUM POST Page 4 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 DRAINAGE TO SOUTH OF PROPERTY PEAK= .24 CFS Cep 12.04 HRS, VOLUME= .02 AF SO-FT CN SCS TR-20 METHOD 11483 . 12 74 LAWN, SOIL GROUP C, GOOD TYPE III 24-HOUR RAINFALL= 3.00 IN SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc min DIRECT ENTRY Segment ID: 5.0 SUBCATCHMENT 3 RUNOFF ' DRAINAGE TO SOUTH OF PROPERTY .24 .22 AREA= 11483. 12 5F ' 20 Tc= 5 MIN 18 CN= 74 16 SCS TR-20 METHOD Ln TYPE III 24-HOUR U 14 RAINFALL= 3.00 IN . 12 10 PEAK= .24 CF5 Q e 12.04 HR5 ' J .08 UOLUME= .02 OF L` 06 .04 0.00m in ' TIME (hour5) 1 1 1 ' Data for 2408 SPECTRUM POST Page 5 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer systems 20 Jun 00 HydroCAD 5.11 000860 _ tc)_ 1986-1999 Applied Microcomputer-Systems ' REACH 1 Not described Qin = 2 .30 CFS @ 12 .13 HRS, VOLUME= .22 AF ' Qout= 2 .30 CFS @ 12 .13 HRS, VOLUME= .22 AF, ATTEN= 0%, LAG= 0.0 MIN DEPTH END AREA DISCH ' (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0.00 FT PEAK VELOCITY= 0.0 FPS TRAVEL TIME = 0.0 MIN ' SPAN= 10-20 HRS, dt=.1 HRS ' REACH 1 INFLOW 8 OUTFLOW Not described 2.2 ' 2,0 - � g - METHOD VELOCITY= 0 FPS ' 1 .6 TRAVEL= 0 MIN � 1 .4 u Qin= 2.30 CFS +� 1 .2 Qcut= 2.30 CFS 3 1 .0 LAG= 0 MIN t O 8 J U- .6 .4 ' .2 0,00 M, v to r m rn m ' TIME Chours) 1 " 1 1 1 1 I If ' Data for 2408 SPECTRUM POST Page 6 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' POND 1 POND AT NORTH EAST Qin = .84 CFS ® 12 .03 HRS, VOLUME= .06 AF ' Qout= .78 CFS @ 12 .05 HRS, VOLUME= .06 AF, ATTEN= 8%, LAG= 1.6 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) (SF) (CF) (CF) SSA PEAK STORAGE = 62 CF 187 .6 36 0 0 36 PEAK ELEVATION= 188.0 FT 188 .0 286 56 56 286 FLOOD ELEVATION= 189.0 FT 189.0 2813 1332 1388 2817 STARS' ELEVATION= 187 .6 FT ' SPAN= 10-20 HRS, dt=.1 HRS Tdet= 2 .9 MIN ( .06 AF) ' # ROUTE INVERT _ OUTLET DEVICES 1 P 187.61 12° CULVERT n=. 01 L=56' S=.0091/' Ke=.1 Cc=.9 Cd=.82 POND i INFLOW & OUTFLOW POND AT NORTH EAST ' 80 STOR-IND METHDD .75 PEAK STOR= 62 CF .76 PEAK ELEV= 188 FT .65 .60 Gin= .84 CF5 j .55 Gout= .78 CFS 4 .50 LAG= 1 ,6 MIN .45 ' . 40 3 .3535 C 30 1i 25 .20 ' . 1 . k0 .05 0.00CD r� r7 v rn n m m m TIME (hour5) 1 1 1 ' Data for 2408 SPECTRUM POST Page 7 TYPE III 24-HOUR RAINFALL= 3.00 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5. 11 000860 (c)_ 1986-1999 Applied Microcomputer Systems ' POND 2 POND AT NORTH WEST Qin = 2 .77 CFS 0 12 .01 HRS, VOLUME= 20 AF ' Qout= 2 .11 CFS ® 12 .13 HRS, VOLUME= .20 AF, ATTEN= 24%, LAG= 6.5 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD ' (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 1211 CF 184 .9 35 0 0 35 PEAK ELEVATION= 185.6 FT 185.0 201 11 11 201 FLOOD ELEVATION= 187.0 FT 186.0 5232 2152 2163 5234 START ELEVATION= 184 .9 FT 187.0 9981 7480 9643 9993 SPAN= 10-20 HRS, dt=.1 HRS Tdet= 11.7 MIN ( .2 AF) ' ## ROUTE INVERT OUTLET_DEVICES___ 1 P 184.9' 121, CULVERT n=.01 L=25 ' S=.022 '/ ' Ke=.1 Cc=.9 Cd=.82 ' POND Z INFLOW & OUTFLOW POND AT NORTH WEST ' 2.6 STAR-IND METHOD 2.4 PEAK STOR= 1211 CF 2.2 PEAK ELEV= 185.6 FT 2.0 �� Qin= 2.77 CFS 1 '8 � � Oout= 2. 11 CF5 U 1 .5 ; + LAG= 6.5 MIN 1 .4 i 1 1 .2 ti � � l 0 1 .0 �y L.L •8 Y .6 ` .4 f .2 ! 0.0m in LO r, m rn m TIME (hour5) 1 . r POST 10 YEAR STORM EVENT Data for 2408 SPECTRUM POST Page 1 TYPE III 24-HOUR RAINFALL= 4.50 IN 1 Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 _(c),_1986-1999 _Applied Microcomputer Systems ' WATERSHED ROUTING 1 ' T m 2 � 1❑ 3 1 OSUBCATCKMENT ❑ REACH Q POND LINK ' SUBCATCHMENT 1 = DRAINAGE TO NORTHEAST OF PROPERTY POND 1 SUBCATCHMENT 2 = DRAINAGE TO WEST OF PROPERTY -, POND 2 ' SUBCATCHMENT 3 = DRAINAGE TO SOUTH OF PROPERTY -5 REACH 1 ' REACH 1 = TOTAL DRAINAGE FROM SITE -, POND 1 = POND AT NORTH EAST POND 2 ' POND 2 = POND AT NORTH WEST -, REACH 1 1 Data for 2408 SPECTRUM POST Page 2 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 c) 1986-1999 Applied._Microcomputer Systems ' SUBCATCHMENT 1 DRAINAGE TO NORTHEAST OF PROPERTY PEAK= 1.70 CFS @ 12.02 HRS, VOLUME= .12 AF ' SO-FT CN SCS TR-20 METHOD 7200.00 98 IMPERVIOUS, BUILDING TYPE III 24-HOUR ' 20180.99 74 LAWN, SOIL GROUP C, GOO❑ RAINFALL= 4 .50 IN 27380.99 80 SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc (min) ' DIRECT ENTRY Segment ID: 5 .0 SUBCATCHMENT i RUNOFF ' DRAINAGE TO NORTHEAST OF PROPERTY 1 .7 1 .6 AREA= 27380.99 SF ' 1 .5 Tc= 5 MIN 1 .4 CN= 80 1 .3 1 .2 SCS TR-20 METHOD 1 . 1 TYPE III 24-HOUR 1 .U 9 RAINFALL= 4.50 IN v .8 PEAK= 1 .70 CF5 O .7 a 12.02 HRS ' J .5 VOLUME= . 12 AF ,4 .3 .2 0.0 e TIME (hour5) 1 1 i i 1 rData for 2408 SPECTRUM POST Page 3 TYPE III 24-HOUR RAINFALL= 4.50 IN Prepared. by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5 .11 000860 (c) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 2 DRAINAGE TO WEST OF PROPERTY PEAK= 3 .25 CFS ® 12 .02 HRS, VOLUME .22 AF ' SO-FT CN SCS TR-20 METHOD 24435.01 98 IMPERVIOUS, PAVEMENT TYPE III 24-HOUR 9171.21 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 4.50 IN 3600.00 98 IMPERVIOUS, BUILDING SPAN= 10-20 HRS, dt=.1 HRS 37206.22 92 Method Comment Tc (min) DIRECT ENTRY Segment ID: 5.0 ' SUBCATCHMENT 2 RUNOFF DRAINAGE TO WEST OF PROPERTY 3.2 ' 3.0 AREA= 37206.22 5F 2.8 Tc= 5 MIN 2.6 CN= 92 2.4 ' 2.2 5C5 TR-20 METHOD 2.0 TYPE III 24-HOUR u 1 .8 RAINFALL= 4.50 IN v 1 .6 3 1 .4 PEAK- 3.25 CF5 e 12.02 HRS 1 .0 VOLUME- .22 AF .B .6 .22 0' Ln ' n m m m ' TIME (hour5) 1 i ' Data for 240E SPECTRUM POST Page 4 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 3 DRAINAGE TO SOUTH OF PROPERTY PEAK= .56 CFS ® 12.03 HRS, VOLUME= .04 AF ' SO-FT CN SCS TR-20 METHOD 11483 . 12 74 LAWN, SOIL GROUP C, GOOD TYPE III 24-HOUR ' RAINFALL= 4 .50 IN SPAN= 10-20 HRS, dt=.l HRS Method Comment Tc min ' DIRECT ENTRY Segment ID: 5 .0 SUBCATCHMENT S RUNOFF ' DRAINAGE TO SOUTH OF PROPERTY .55 .50 AREA= 11483. 12 5F Tc= 5 MIN .45 CN= 74 r, '40 SCS TR-20 METHOD 35 TYPE III 24-HOUR RAINFALL= 4.50 IN .30 .25 PEAK= ,56 CFS 12.03 HR5 20 VOLUME= .04 AF . 15 10 ' .05 0.00m _ N v rn w I-, m a—, m ' TIME (hour5) 1 1 1 ' Data for 2408 SPECTRUM POST Page 5 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' REACH 1 Not described Qin = 3.93 CFS @ 12 .12 HRS, VOLUME= .38 AF ' Qout= 3 .93 CFS G 12.12 HRS, VOLUME= .38 AF, ATTEN= 0%, LAG= 0.0 MIN DEPTH END AREA DISCH ' (FT) (SQ_FT) (CFS) - METHOD PEAK DEPTH- 0.00 FT PEAK VELOCITY= 0.0 FPS TRAVEL TIME = 0.0 MIN SPAN= 10-20 HRS, dt=.1 HRS ' REACH 1 INFLOW 8 OUTFLOW Not described ' 3.8 3.b 3.4 3.2 - METHOD 3.0 VELOCITY= 0 FPS ' 2.6 TRAVEL= 0 MIN L4- 2.4 u 2.2 Din= 3.93 CF5 2.0 Gout= 3.93 CFS ' 1 .6 LAG= 0 MIN � 1 ,6 Q 1 .4 --J 1 .2 LL 1 0 .B .4 2 0, ' TIME (hours) 1 1 Data for 2408 SPECTRUM POST Page 6 TYPE III 24-HOUR RAINFALL= 4.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' POND 1 POND AT NORTH EAST Qin = 1.70 CFS @ 12 .02 HRS, VOLUME= .12 AF Qout= 1.38 CFS @ 12 .11 HRS, VOLUME= .12 AF, ATTEN= 19%, LAG= 5.4 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 284 CF 187.6 36 0 0 36 PEAK ELEVATION= 188.2 FT 188 .0 286 56 56 286 FLOOD ELEVATION= 189.0 FT 189.0 2813 1332 1388 2817 START ELEVATION= 187.6 FT SPAN= 10-20 HRS, dt=.1 HRS Tdet= 2.9 MIN ( .12 AF) ' # ROUTE INVERT _OUTLET DEVI_CES__ 1 P 187.6' 121, CULVERT n=.01 L=56' S=.0091/ ' Ke=.1 Cc=.9 Cd=.62 ' POND 1 INFLOW & OUTFLOW POND AT NORTH EAST 1 .7 1 .6 STOR-IND METHOD 1 .5 PEAK STOR= 284 CF 1 '4 PEAK ELEV= 188.2 FT 1 .3 1 . 1 $ji I Oin= 1 .70 CFS � 1 .0 it Oout= 1 .38 CFS LAG= 5.4 MIN u 9 1 8 3 .7 Q � 5 4 ' .3 ,2 . 1 6 r*3 to �n n m rn m T T T N TIME Chours) 1 1 1 Data for 2408 SPECTRUM POST Page 7 TYPE III 24-HOUR RAINFALL= 4.50 IN Prepared by Applied Microcomputer Systems 20 Jun 00 H droCAD 5.11 000860 c 1986-1999 A lied microcomputer Systems POND 2 POND AT NORTH WEST Qin = 4 .39 CFS @ 12.03 HRS, VOLUME= .34 AF ' Qout= 3.52 CFS @ 12.14 HRS, VOLUME= .34 AF, ATTEN= 20%, LAG= 6.6 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) _ (SF) _ _(CF)_ (CF) __ SF PEAK STORAGE = 1827 CF 184.9 35 0 0 35 PEAK ELEVATION= 185.8 FT 185.0 201 11 11 201 FLOOD ELEVATION= 187.0 FT 186. 0 5232 2152 2163 5234 START ELEVATION= 184.9 FT 187.0 9981 7480 9643 9993 SPAN= 10-20 HRS, dt=. 1 HRS Tdet= 11.9 MIN ( .34 AF) ' ROUTE INVERT OUTLET DEVICES 1 P 184. 9' 12" CULVERT n=.01 L=25' S=.0221/' Ke=.1 Cc=.9 Cd=.82 POND 2 INFLOW & OUTFLOW POND AT NORTH WEST 4 .0 STOR-IND METHOD PEAK STOR= 1827 CF 3.5 PEAK ELEV= 165.8 FT 1 3.0 � r� Din= 4,39 CFS 'O r r Onut= 3.52 CFS "U 2.5 LAG= 6.6 MIN 2.0 p + r J 1 .51 .0 r , LL f 4 .5 1! �. 0.0m v rn w r, oa o+ m N TIME (Hours) ' Data for 2408 SPECTRUM POST POST 100 YEAR STORM EVENT Page 1 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems - 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' WATERSHED ROUTING ' T m 2 1 F 1-1 3 O 1 OSUBCATCHMENT REACH Q POND I I LINK ' SUBCATCBIKENT 1 = DRAINAGE TO NORTHEAST OF PROPERTY POND 1 1 SUBCATC'HMENT 2 = DRAINAGE TO WEST OF PROPERTY POND 2 SUBCATCHMENT 3 = DRAINAGE TO SOUTH OF PROPERTY REACH 1 ' REACH 1 = TOTAL DRAINAGE FROM SITE -� POND 1 = POND AT NORTH EAST POND 2 POND 2 = POND AT NORTH WEST REACH 1 1 1 1 1 1 ' Data for 2408 SPECTRUM POST Page 2 TYPE III 24-HOUR RAINFALL, 6.50 IN 1 Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860 (c) 1986-1.999 Applied Microcomputer Systems ' SUBCATC11MEWT 1 DRAINAGE TO NORTHEAST OF PROPERTY ' PEAK 2 .91 CFS ® 12.02 HRS, VOLUME= 20 All SQ-FT CN SCS TR-20 METHOD 7100, 00 98 IMPERVIOUS, BUILDING TYPE III 24-HOUR 20180.99 74 LAWN, SOIL GROUP C, GOOD RAINFALL 6.50 IN 27380.99 80 SPANS 10-20 HRS, dt=.1 HRS ' Method - Comment Tc (min) DIRECT ENTRY Segment ID: 5. 0 ' SUBCATCHMENT 1 RUNOFF DRAINAGE TO NORTHEAST OF PROPERTY 2.8 t 2 6 AREA= 27360.99 5F 2.4 Tc= 5 MIN 2 2 CN= 80 r. 2.0 5C5 TR-20 METHOD ' 1 .8 TYPE III 24-HOUR u 1 .6 RAINFALL= 6.50 IN 1 .4 :3 1 .2 PEAK= 2.91 CFS O ' C' 12.02 HRS 1 .8 VOLUME= .20 AF .6 ,4 2 ' TIME (hours) r Data for 24 SPECTRUM POST Da o 08 SPE S Page 3 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5.11 000860(c) 1986-1999 _Applied_Microcomputer Systems ' SUBCATCHMENT 2 DRAINAGE TO WEST OF PROPERTY ' PEAK= 4.90 CFS 0 12 .02 HRS, VOLUME= 34 AF S4-FT CN SCS TR-20 METHOD 24435,01 98- IMPERVIOUS, PAVEMENT TYPE III 24-HOUR ' 9171.21 74 LAWN, SOIL GROUP C, GOOD RAINFALL= 6.50 IN 3600.00 98 IMPERVIOUS, BUILDING SPAN= 10-20 HRS, dt=.l HRS 37206.22 92 ' Method _ _ Comment Tc (mint DIRECT ENTRY Segment ID: 5.0 1 SUBCATCHMENT 2 RUNOFF DRAINAGE TO WEST OF PROPERTY ' 4.5 AREA= 37206.22 5F 4 0 Tc= 5 MIN CN= 92 3.5 5CS TR-20 METHOD � 3.0 TYPE III 24-HOUR RAINFALL= 6.50 IN 2.5 0 2 g ' PEAK= 4.90 CFS e 12.02 HRS Q1 .5 VOLUME= .34 AF ' 1 .e .5 0.0m N ' TIME (hours) 1 1 ' Data for 2408 SPECTRUM POST Page-4 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 Hydro= 5.11 000860 (c) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 3 DRAINAGE TO SOUTH OF PROPERTY tPEAK= 1.04 CFS 0 12.02 HRS, VOLUME= 07 AF _ SO-FT C'N SCS TR-20 METHOD 11483,12 74 LAWN, SOIL GROUP C, GOOD TYPE III 24-HOUR ' RAINFALL= 6.50 IN SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment Tc min DIRECT ENTRY Segment ID: 5.0 ' SUBCATCHMENT 3 RUNOFF DRAINAGE TO SOUTH OF PROPERTY 1 .0 ' AREA= 11483, 12 SF .9 Tc= 5 MIN 8 CN= 74 .7 SCS TR-20 METHOD ' kn TYPE III 24—HOUR 6 U RAINFALL= 6.50 IN v .5 PEAK= 1 .04 CFS 4 e 12.02 HRS 3 UOLUME= .07 AF 2 1 . k rr co rn m ' TIME (hours) 1 ' Data for 2408 SPECTRUM POST Page 5 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems - — 20 Jun 00 HvdroCAD 5_11 000860 (c1_ 1986-1999 Applied Microcomputer Systems ' REACH 1 Not described Qin = 5.11 CFS 11 12 .10 HRS, VOLUME= 61 AF ' Qout= 5.16 CFS @ 12.10 HRS, VOLUME= .61 AF, ATTEN= 0%-, LAG= 0.0 MIN DEPTH END AREA DISCH ' �(FT)- (SO-FT) CFS - METHOD PEAK DEPTH= 0.00 FT PEAK VELOCITY= 0.0 FPS ' TRAVEL TIME = 0.0 MIN SPAN= 10-20 HRS, dt=.1 HRS ' REACH 1 INFL.OW 8 OUTFLOW Not described ' 5.0 4.5 4.0 - METHOD VELOCITY= 0 FPS ' 3.5 TRAVEL= 0 MIN U 3.0 Din= 5. 16 CFS 2.5 . Dout= 5. 16 CFS ' LAG= 0 MIN O 2.0 LL 1 .5 ' 1 .e .5 0.0� _ N M v un 0 n m CD m ' TIME (hours) 1 1 Data for 2408 SPECTRUMS POST Page 6 TYPE III 24-HOUR RAINFALL= 6.50 IN ' Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5 .11 000860 (c)- 1986-19.99 Applied Microcomputer Systems ' POND 1 POND AT NORTH EAST Qin = 2 .91 CFS 0 12 .02 HRS, VOLUME 20 AF ' Qout= 2.38 CFS @ 12.11 HRS, VOLUME= .20 AF, ATTEN= 18%, LAG= 5.2 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) _ (SF)-- __ - (CF-) _ M (SF) PEAK STORAGE = 600 CF 187.6 36 0 0 36 PEAK ELEVATION= 188.4 FT 188.0 286 56 56 286 FLOOD ELEVATION= 189 .0 FT 189.0 2813 1332 1388 2817 START ELEVATION= 187 . 6 FT SPAN= 10-20 HRS, dt=.1 HRS Tdet= 3 MIN ( .2 AF) 1 # ROUTE INVERT OUTLET DEVICES 1 P 187 .6' 121, CULVERT n=.01 L=56' S=.009'/ ' Ke=.1 Cc=. 9 Cd=.62 ' POND ) INFLOW & OUTFLOW POND AT NORTH EAST 1 2.6 2.6 STOR-IND METHOD PEAK STOR= 600 CF ' 2.22 PEAK ELEV= 186.4 FT 2.0 Qin= 2.91 CF5 1 .8 i + Qcut= 2.38 CF5 u 1 .6 ' y L.AG= 5.2 MIN 3 1 .2 + 0 1 .0 �� + ' S + ,4 .2 0.9m - N ff) v +n U3 n m rn m .- N TIME (hour5) i . 1 1 i f Data for 2408 SPECTRUM POST Page 7 TYPE III 24-HOUR RAINFALL= 6.50 IN Prepared by Applied Microcomputer Systems 20 Jun 00 HydroCAD 5. 11 000860 (c) 1986-1999 Applied Microcomputer Systems POND 2 POND AT NORTH WEST Qin = 6.90 CFS ® 12.03 HRS, VOLUME= .54 AF Qout= 4 .45 CFS ® 12.20 HRS, VOLUME= .53 AF, ATTEN= 3696, LAG= 10.2 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 3221 CF 184 .9 35 0 0 35 PEAK ELEVATION= 186.1 FT 185.0 201 11 11 201 FLOOD ELEVATION= 187.0 FT ' 186.0 5232 2152 2163 5234 START ELEVATION= 184.9 FT 1B7.0 9981 7480 9643 9993 SPAN 10-20 HRS, dt=.1 HRS Tdet= 12 .1 MIN ( .53 AF) ' # ROUTE INVERT OUTLET DEVICES 1 P 184 .9' 120 CULVERT n=.01 L=25' S=.0221/ ' Ke=.1 Cc=. 9 Cd=. 82 ' POND 2 INFLOW & OUTFLOW POND AT NORTH WEST 6.5 STOR-IND METHOD 6•0 PEAK STOR= 3221 CF 5,5 PEAK ELEU= 186. 1 FT ' 5.0 in 4 5 r Qin= 6.90 CFS Oout= 4.45 CFS U 4.0 r ', LAG= 10.2 MIN 3.5 ' v r r 0 2.5 LLL- 2.0 r 1 .5 r s r 1 .0 r �� 5 0,0m N 12 v n m rn m N TIME (hours) 1 1 7os # LOG# BOX # 3 DocunENr# 4) 3 PAGE# �n T TBM = 0 BOLT ON EXISTING HYDRANT I Cecil! SMH11 SMH14 DMHJ1 "01 LOCUS MAP EXISTING RIM=191.52 RIM=191.91 RIM=189.83 RIM=189.37 ELEVATION = 193.28 INV. OUT 12" RCP=189.22 INV. IN/OUT 10" PVC=180.99 INV. IN 10" PVC=179.41 INV. !N/OUT 18" RCP=181.82 SUMP=186.2 SHELF=181.31 TROUGH=173.03 I CBC112 SMHI2 Q RIM=192.25 RIM=190.28 I INV. OUT 12" RCP=188.65 INV. IN/OUT 10" PVC=179.84 r a"` I SUMP=186.3 SHELF=180.28 CB #1 aLu �91 °` SMH j3 HERBERT P, A_L_MG_R_E_N DRIVE SMH 12 i RIM=189.73 i@ - - �5-- ._ ._ ... - - - - - - - - - - --- - - - - - - - - - - ---- - - _ _ - _ - _ _. .. - - _ 1sa.3a _ 5 190.3 r INV. IN 10 PVC=179.55 - - - - - - INV. OUT 10" PVC=179.59 SMH 1 / _ - I !+ SHELF=180.03 Iaw w I f n o ^-ay� / o w ✓1.1//{/Y7 N N N,n r /. Nm b T - CB /2 I m� �m -- --- - 192 1 r o e ASH TEL -!' ``.,, }x} �+ r MARKER - � ----- 90------------ 293.87 ---- -- --- S65052'0-5.�"E __________-_------------- --- as Bxn � j �p o•r s-,i \o Q*1 . FLARED END_ $9.5 PG 188 , I r►1f8; 9r .82 �,12 � `�✓' x,86.7x-"----� D 30.00' WIDE ; _ , 9��", 1189:°9�P `` ; ;! o INV. FLARED END ,, t t A - 90 00 00 + 12 RCP - 187. 13 ,� t 1 -� DRAINAGE EASEMENT ; R = 35.00' I + �'8 + + I x _ �--" r � = i --� �\ '� INV. FLARED END ' 1�+ 'N, r x 186.7 ,$6.s _- -1 s7----- 187.1 x _ IL = 54.98' 4' = - - - - � - i - _ ', `\ - 12"RCP =- 187.62 - - - - - - - -- + Z I It �-- _--------190---------------- _ 4;Pmr= L\ \ , r , Ir � 0 191.93TB 1 ! ;jam jPf� \ I r 1 4 # ; 186.4 x ;! # ! 191.48EP �q / PLANT 4" I� ♦ 190.39J:P ' -- �, ARC'NTEC]LOM I i I j I I I ♦♦♦ ,O ♦ BLOCK Sam 1 + , I � Q\ Mw It 3- NAPLE t -----, i S H 0(3 1 t O i190.83T8 191.36TB 191.45EP \\ C , \, \ s p 189,931 189.70 ND 114TH SHRUBS 3' TRW \\ ! \, 189.70TB x I fSLA _ I PLANT 00 1 \ k89.54EP re ^- 88 190.43EP 190 99E PLMIT D WITH SHRUBS , r ♦ f SHRUBS i t 1 ♦ 191,31EP L 1 189.76TB \ \ 189.52EP \` \\ / 14r QF {Y j o FINISHED FLOOR i 3- Tw ; a SMH 14 I I i ELEV. = 191.54 + ' O r � ' 4 I # O + \ J , N O L(7 �- i E- I `� r r r N 0 I \\ 189.47 X °° i °° . I t CN I ; 11 ALMGREN DRIVE I I w � � `+ � _ # � �� I � `` \ #� 191.s2Te i % � i 189.731 � � ¢ , 1 STORY , ,I , NOTES: 4 F f I ( ia9:3oEP---� 189.87 oP `� \ 190.47P ARCHITECTURAL + a I \w N w I 1 � BLOCK BUILDING { 189:8EP 1. THIS PLAN SHOWS 40 EXISTING PARKING SPACES. Z x 185.E j ; \ 1 1 }g• uApLF I L 4 `n o 1KNE BOX 0) I � 1' ; ' (J} 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON Y onp 10p 191.71TB r i SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD � O d- I t 191 22EP r' ;, ; I DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED Q aOn C4 N ' Lv WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT (nCL z 5 x k \ ►f _ DMH 1 PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. WITH so f� -� PARKIW I I t \ • � I � � � � � \\ � e e � j 189.39 1 Ba.11 RUM 616 I ' -- PAD PADET£R I' 19 x 1$5.S t 18s.66EP LEGEND 1 # 188.95TB \ I 188.83EP� \ PAD - # ; 189.06T8 189.35EP \\ 190.38 1 s7------\ ' 186.0 --- _ 12' O,I� IRON PIPE FOUND _ o GRANITE STONE BOUND o \ y I 18�- -186--�� -'� �1 _ _ /� � I CATCH BASIN Im 185.4`x� '� DRAIN MANHOLE ELECTRIC GAS METER �, �```� '_`-_- PARCEL _--y---� ;` HYDRANT S 4 _ x 185.1 ` \ ,,` ��-'fJr 189.11 ICJ 188.78 185.E x AREA fr_--f 1 x SEWER MANHOLE Os ---1--�-'r I� WATER GATE I '- INV. FLARED END ? I 1 . 92 6 ACRES '``� -- INV. FLARED END /' x,�• t `' "RCP - 184.90 `~---- --~-�""^�-�89 UTILITY POLE e e # € 1$s.82TB J I 12 RCP = 184.34 x 183.4 I I ' S i i , \ _ # 1sa.ssE a ` J; , CHAIN LINK FENCE -a-tee a-e-e -e era a -s-e-e 1 ' CONTOUR INTERVAL I 5' CONTOUR INTERVAL ---------------------------------------------------- ♦♦ �84.9 y,> 185.2 x -�-_ -r`_- _ 12 I RAIN LINE a D a ' -_` - \ D # # f I 185.0 x P _ �-�` I _� I l_ �86----------- __�'"- f # `-3-23. -Q.-----------___ _--_-------- -"` �, � awe BOX co UNDER GROUND ELECTRIC r= E OVERHEAD UTILITIES gawfflft-EMfneedng Dfr N 65'52'05" W00 ; Q e # r i �`� _ ..--.._-- ___---_-----_ -'_-_1 8 7 _�_ ------------ -� # 4�e MAPLE I S E P 1 2 2000 1 188.64TB x 186.8 186 - ti 1 188.47EP I I 81 1$8.40183.1. x183.1 INV. 12"RCP SHEET 1 OF 2 ,w = 185.22 AS-BUILT PLAN OF LAND IN r; w q AGA WAM, MASSACHUSET ,;S O N/F 4 SURVEYED FOR o 13ALDWIN STREET REALTY SPECTRUM ANALYTICAL ._ o � Y , BOOK 9052, PAGE 522 ! 0 10 20 6p PLAN BOOK 286, PAGE fi SCALE: 1 " = 20' INV. 12"RCP DATE: JUNE 16, 2000 185. 1 0 zM 4F AL9Ssgc HERI TA CE SURVEYS, INC. 13RUCE yGF z A. -4 REGISTERED PROFESSIONAL LAND SURVEYORS COOMBS ` COLLEGE HIGHWAY & CLARK STREET No.2781 Q POST OFFICE BOX 1 IL �Q SOUTHAMPTON, MASSACHUSETTS (413) 527-3600 . ,o 2408-000606 0wc 2408SA02 IMAP 2408-000616 Al Prol 2006 co �CF Z: u n� M & r 'ti f ag {R .fyry �h �'.11i '} .....x. ... ,x e,,, '�.><- _ :., .. .''s,._- �.+ : '�: ..._' r+"n-:4 n' ' _ - e.:x ..F" ,i_ .�'t,.:1wv"4�wry�-s�^;-. .S-:ax.;',z�. c?•, .rt. �- .'v,�y;i..�- • 'n: _'. - -r'.• ".:1LVi".:.Yi. -. ... ... � .. _ �•'dF'i•'0.' :R.:' ��V6. 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S FINISHED CEILING ...:._ _... � , ...�� -•-W � WiND_OW HEADS 4 LL_ T _ 0 L f� \i' � f f � Fit F ["4,� � Y� ��•� 1 ST FLOOR N 00 r , C: 1 31 t. �, to ` V .,n 1 REAR ELEVATION- scale: 1 4" = 110" z `� ~ Architectural INSIGHTS , _INNe Arehifeefa Plannera lnf*rlers '..�i'y�• f .I,'];1 C'r^>' . - L'+'- 4.. � •Y��.7� :atrLS[-!yy.; r } 9 w - ell 717 Sz? .�• - 'tb�.',f;'nSWrYy'll,:.•C: ?u.r. ..,-r': t.,.__':-. 1 rwtl ::: lg. :[. '.. �TJ: ,' �r-_:�. :. _�,'- yy ::.:' ':� , ::..'.'-..,ems.:«-"•'Y�'' _�: -:. „Yd.ti .�,�: f::j. '�,.. id 1_•'« Converse Stroof Pa Intar WA 01069 y k .: <,. .,; .,. .., . ... - . . . .. r! ,.. 413-283-2553 fax 41 3 2�9—B993 .. .:. : ,..„.r :.,. .. •moll. a�nin�architocfural lna I his.com Jm Y..-... SN T { -.: .., �:... .,...r' -,. .. r�+a`s,::. ._sue.-.,•>=i' xN'+P9:�:., ,...T .� ..; .:.� '-�.. ,�^- ..w.r ,,.fib ,�� f�� :•y,,. � ,,,.. ;;. n ._ - �: u : � t e � t e' .y' k'r r .. - . _ �,w.- ,,..:_;. . . ., ,•_,v _ ...., .,r _, . .tea. •, _ +c' - **.,'�, ',�,�„a�' f'. .e � ,. „, .. ... .._,,.rs w.r. .. ..w. .:�. � - ..�.. ,.: .;n ,: ..%kr'mr x„",H---"'.r,.: w•L,.1 `,?t,�, � 9r 2 FRONT ELEVATION 0 M n 0 r s 19 n - c f f 4/12/00 Na D� scripf ion Dais A8 scale: 1/4" = 1 '0" R •rislons Shoot Title: EXTERIOR ELEVATIONS Date: 4/3/00 Project No. 2006 Drown ey: . LET TBM = o I BOLT ON EXISTING HYDRANT I CBC111 SMH11 SMH14 DMHj1 LOCUS MAP 1901 INV.V. OUT 191.52 2" RCP=189.22 INV. IN/OUT 10" PVC=180.99 NIV. IN 103 PVC=179.41 INV. N/OUT 18" RCP=181.82 - ELEVATION = ]93.28 SUMP=186.2 SHELF=181.31 TROUGH=173.03 t 0012 SMH12 o I RIM=192.25 R1M=190.28 INV. OUT 12" RCP=188.65 INV. IN/OUT 10" PVC=179.84 CB 1 M CL N I SUMP=186.3 SHELF=180.28 _ c SMHj3 A LMGREN DRIVE SMH 2 RIM=1a9.73 HERBER r P. t _ _1st _ 190.38 190.3r INV. IN 10" PVC=179.55 _ ---sty- _ _ - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - _ _ _ _ _ _ - - - �- - - - - -- - - - -- T x r INV. OUT 10' PVC=179.59 SMH 1 ! �+ SHELF=180.03 1a� I t 1 Nt0 COI A' I I r ---192- ----- - - --- -- - t �° c, 1 1X1°, �e"�'' ��__--------�""`y "-"� �' e'aox o I + LAND USE DATA AND DESIGN CRITERIA: ` 293.87' __-- S65'52'05"E ---- , ----------- ----190--------- '-` --------`- + r ________________ _ _ ,� ! , 1 ■ ZONING: DISTRICT INDUSTRIAL A _ ------ -- -__ �`�"-- / -"-------- ----------- ____ x' \�`. t 1 SETBACKS: 40' FRONT/25' SIDE AND REAR FRONTAGE/PARCEL AREA: 100 OR 40,000 S.F. MIN. FLARED END_ -- _�`� -- j t ;'� ---~ 189 -- � 189.5 � sm I 4 I !'189.82 BUILDING HT: 2 STORIES OR 40' 12 -- 188.31 , 1 I I r 78 �/.l 1-5-Jf g,f 190, - -- 187- 1a6.s x --`� + 6 i t = t r 8`-- _ 190.05TC + I BUILDING COVERAGE: 50% OF PARCEL AREA MAX. j x 18s.7 INV. FLARED END ' ' 30.00 WIDE �`, I 1189,79EP 12"RCP = ]87. 13 _,i i t D __�'� DRAINAGE EASEMENT - 906001,119� 0 t J 1 ' + r _ + INV. FLARED END ■ LAND USE DATA ( r t\ ; R = 35.00 , + + o PARCEL AREA: 1.926 ACRES (83,897 S.F.) + PW " _ I 1 , - , 12 RCP -- 187.62 L - 54.98 9 I ! � x 186.7 186.5 x �"�" l � , � � r ! -18 7 -`1 1 s7.1 X , t t , t n I t 1 t 1 0 �. f's"�. - - ` - - \ t _--��J _ _ _ + ' NEW BUILDING 3,600 ITING BUILDING: OSO.F �(TOTAL LOT COVERAGE = 12.9%) / -----190�---------- --____ \ " ' r' ( ' 186.4 xY` 2EP"' ---- 191.4sEP j9 3 Ac�PtE \; '. BED PARKING: EXISTING 40 CARS 4' PW �� 190.3sEP `-____-_ _ A rL,RN ii p PROPOSED 12 CARS BLOCK sww ' i �/ ! � TOTAL 52 CARS . MW ' I186.5 x ,`� �� ; � t SH13- 189.93+ 189.70 10.83TB 191.36TB191.45EP � � , S PL NTED S AND WATT! SHRUBS � , t189.54EPxI + 190.82T3 P '° GENERAL CONSTRUCTION NOTES: 8z�_ r 191.33T13 WRFf SHRUBS \ �8 co t 190.43EP 190.99EP B`�- SHRUBS3' TREE191.77TE � . ALL MATERIALS AND METHODS OF CONSTRUCTION WORK SHALL CONFORM TO THE p 191.31EP + I STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES , THE COMMONWEALTH OF 189.52EP \ ', 14" CERRYMASSACHUSETTS DEPARTMENT OF PUBLIC WORKS, 1977 EDITION, AS AMENDED. HANDr7678 189.52EP \` FXISA Tf SPAM 5 I I Q ' �~t � ;! FINISHED FLOOR 3- i` r� f SMH 2. ALL EXISTING CONDITIONS SHAH BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 1 i Q ELEV. = 191.54 + r � o I ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS SHALL BE ## ! I RESOLVED PRIOR TO BEGINNING CONSTRUCTION. (Ir ! `tt ! r I' rYj ^ f O ► ; ! !I I t I PROPOSED ' i N O + 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON OBSERVED - PARCEL S-4 k , , �V N i 1as.a7 SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL t \ i 11 ALMGREN DRIVE Uy ; . LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/ LAJ1$9.73 4 ! } 191.92TT3 AREA - r I OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. EXISTING 1 STORY I 189.87 OP`X � ' '\ r C9, t a ; , 189.54TB x 190.47 OP ARCHITECTURAL 1 .926 ACRES ' o e� , ; i 189.30EP ` x ' I 4. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL CONFORM TO THE TOWN OF w ! I I I o BLOCK BUILDING + 1a9•'8EP I t ►+ le� A�wLE , ,89MAI.2 AGAWAM AND WESTMASS CORP. REGULATIONS AND STANDARDS FOR CONSTRUCTION. � �0 Ix185.s ! i I t + BOX 5. ALL GRADE TRANSITIONS SHALL. BE SMOOTH AND ROUNDED. SIDEWALKS SHALL ,�'� HAVE A MINIMUM 1/4" PER FOOT CROSS-PITCH. 19,.711E + + C) Q I # ti' ' t 191.22EP r + to' I I �a a0 s i i i I � 6. DURING CONSTRUCTION AND AS FINAL SOIL STABILIZATION ANTISILTATION/EROSION Q z N 1 N �� \t`� J 4 `6 ► `+ r I �1 TECHNIQUES SHALL BE APPLIED IN ACCORDANCE WITH THE SPECIFICATIONS IN ! 1a5$x DMH III ) "GUIDELINES FOR SOIL AND WATER CONSERVATION IN URBANIZING AREAS OF 4 z I ---' Q ! It� MASSACHUSETTS", USDA SOIL CONSERVATION SERVICE AMHERST, MA 1975 FOR t r r4 +r �- PARKS r THE FOLLOWING: M G f G I 1. HAY OR STRAW MULCH (3 MIN. DEPTH) OR JUTE NETTING ON ALL 3:1 OR 1 1 + ` \ • , 189.39 I ,as.1, GREATER SLOPES. I 1 1 IQ �� ELEcrRrc i x I 2. STAKED HAY BALE CHECK DAM TO PREVENT SILTATION OF STRUCTURE AT _ i + • �'. . . . . " ''�E E I ALL CULVERT OPENINGS. � . . .'. •_�191• . . . . . . . . . .. . . . .'.'. . . PAv -. 4 TECHNIQUES SHALL REMAIN IN PLACE UNTIL A FULL STAND OF GRASS OR ! I x1855 i t i88.95T$ �h i COIYL' 'r-. VEGETATIVE COVER IS ACHIEVED. PAD , t, f8_�� '\ 189.35EP �� 1't 19p.3s •.•.•.•.•_•.-.-,-.•.•_•.•� 45' X SD' -,•. . ��: . . . .: �,'�� 7. ALL PLANTS SHALL CONFORM TO A.A.N. STANDARD FOR NURSERY STOCK ANSI D o . . . . . . . PROPOSED. . . `� 1r a+rc 1 ! Z60.1 1973, TO BE TRUE TO TYPE, SIZE AND DESCRIPTION INDICATED ON PLAN, FLOOR = 19].54OPOSEDLANT �a �' i f AND UPON DELIVERY TO THE SITE SHALL BE SUBJECT TO INSPECTION BY OWNER. 185.7 "186 -� i s; . ..... . . . . . . . . . . . . . - . . . . . . . . ...... . . ' TO MATCH EXIS77NG P[AN77NGS PR POSED . 2 ASTERS TO M4TCH MS77NG PUNT ' '� �, , 54 X 68' . . .`�'~~ . • `• • • • • ' . . I. • • • 0�y�r>> ( trPRlGHT NANA YEWS 3.5'-4• HT. • q I 8. CONTRACTOR SHALL COORDINATE PLANT LOCATIONS WITH THE OWNER OR HIS x ��' `' r• REPRESENTATIVE TO BE CERTAIN THERE ARE NO CONFLICTS WITH UNDERGROUND 185.4 � , o PARKING 1 .•.�.�. .�. . .�.•.•. . .•. .-. .tyr�..... . . . . 1� (2) A�RF WINGED BURNING BUSHES 2-3 HT. � '1 I W ! I ° w s V•� ` �' 8s ,�� AREA �96 UTILITIES. I , ------ a s 75.2 f 6-� �-- 9. ALL PL�4M' PITS SHALL CONTAIN 15" MINIMUM PREPARED TOPSOIL (7 PARTS ; 189.11 188.78 LOAM, 1 PART PEAT BY VOL. LOOSE MEASURE) AND 12" MINIMUM PREPARED 't % TOPSOIL FOR GROUND COVER PLANTS. PH VALUE FOR PLANTING SOIL SHALL BE -----` � i 6.0-6.9 MAX. FERTILIZER (5-10-10) SHALL BE ADDED AT THE RATE OF 5 LBS. INV. FLARED END ^�____ PER CU. YD. OF SOIL. ALL PLANT BEDS AND AREAS NOTED ON THE PLAN SHALL INV. FLARED END 8 b ,a$.e2Teo I ' -� � x 1as.�, �� ,, ]2"RCP = ]84.90 �� I i , 8� 8 --"" 12"RCP = ]84.34 i ' 3.4 + 1 188.66EP , BE COVERED WITH 4 MIN. COMPACTED PINE BARK MULCH. + 3.5 I i 1 .` I •-5' wmE PAbED �1° ��° 9 48.9 t, Is-, i 'N4ITERWAY187.40 '` 10. ALL DISTURBED AREAS WITHIN THE PROPERTY LINE NOT INDICATED AS BUILDING, i '-�---- � 12 x Ta' - I 4f. PAVEMENT OR PLANT BEDS SHALL BE TREATED AS LAWN. 185.2 I QFL41NPJHIC fQYCE - PROPOSED ARBORVII•AE --- I , ,c 1_84.9 > 1 ARDUr►D DUAO'STER PAD PROAO �� CBS ROW __��-""- ?� I �� + I � c0, la ArAPLE �`� s� 11. ALL SITE COMPACTION OF FILL MATERIALS SHALL BE IN ACCORDANCE WITH THE SHALL BE 5 rN NElpif .: . .NCR 4'-S' HT. 4' ON CENTER P�t� S` I 185.0 x i PAD;•-- I t � ! ! \r86`1 , t , = 1 . 5 ��^�y�_-18$�- p I RICPAAD �yG APPLICABLE PORTIONS OF SECTIONS 120, 150 & 170 OF THE M.D.P.W. STANDARD 47 : -----�__- ___--r"fr 5.4 f ----PROPOSED STAKM HAva S 325.00 Al BOX I m ' 0p _ -�' I M WEISSE SPECIFICATIONS. ALL TRENCH BACKFILL AND FILL BELOW PAVEMENT SHALL BE I I + ' � N 65*52,05" W ! Q ,p �f0.sszs COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ACCORDING TO STANDARD ASSHO t I ; �`- - I TEST DESIGNATIONS, T-99 COMPACTION TEST METHOD C. 40" AMPLE �` t 188.64TB 18x I 188.47EP 188.40 ..�P��t �_.6wp�4.$ �� Z lJr I x1831x LEGEND SHEET 2 OF 2 11 INV. 12 RCP w N F = 185.22 IRON PIPE FOUND ° SITE PLAN OF LAND IN I GRANITE STONE BOUND o p 13ALDWIN STREET REALTY CATCH BASIN AGAWAM, MASSACHUSETTS w BOOK 9052, PAGE 522 -. PLAN BOOK 286, PAGE 6 4 DRAIN MANHOLE ® PREPARED FOR O ELECTRIC/ GAS METER a SPECTRUM ANALYTICAL I o ¢ HYDRANT TM7 z SEWER MANHOLE 0s 0' 1 o• 20' 30, 40' 60' WATER GATE SCALE: 1 " = 20' NOTES: C, SURFACE SCHEDULE „ UTILITY POLE INV. 12 RCP EXISTING SPOT GRADE ,eas, DATE: DUNE 16, 2000 REVISED: AUGUST 28, 2000 = 185. 10 x REVISED: JULY 20 2000 ��OF gas PROPOSED SPOT GRADE x 188.00 sq 1. THIS PLAN SHOWS 40 EXISTING PARKING SPACES AND 12 PROPOSED BITUMINOUS CONCRETE TYPE 1-1 BIT. CONC. CHAIN LINK FENCE -•-• -�- -�-• • '-• HERITAGE SURVEYS, INC. �' �o��' BRUCE PARKING SPACES. O FOR PARKING AREA 1" TOP COURSE -_-___-____------- - -_-__ A. - 1' CONTOUR INTERVAL N 2' BINDER CURSE _ REGISTERED PROFESSIONAL LAND SURVEYORS - cooM1 5' CONTOUR INTERVAL ----------------------------------------- - No.278t4 Q 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON DRAIN LINE CONTOUR D D COLLEGE HIGHWAY & CLARK STREET � FNosT�� SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD 12' COMPACTED PROCESSED POST OFFICE BOX 1 S'�vq�ta+loso DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED GRAVEL BASE UNDER GROUND ELECTRIC E E SOUTHAMPTON, MASSACHUSETTS r WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT OVERHEAD UTILITIES (413) 527-3600 . PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. COMPACTED SUBGRADE STAKED HAY13ALES PROPOSED CONTOUR 88 ,LOB 24D8-OOOfi06 DWG 24DSSAD2 Tm=, 2408-000828 w TBM = o I BOLT ON I CBC111 SMH#1 SMH#4 DMH11 EXISTING HYDRANT 190.1 i RIM=191.52 RIM=191.91 RIM=189.83 RIM=189.37 " e LOCUS MAP ELEVATION = 193.28 I INV. OUT 12" RCP=189.22 INV. IN/OUT 10" PVC=180.99 INV. IN 10" PVC=179.41 INV. IN/OUT 18" RCP=181.82 SUMP=186.2 SHELF=181.31 TROUGH=173.03 I CBC1#2 SMH#2 RIM=192.25 RIM=190.28 I INV. OUT 12" RCP=188.65 INV. IN/OUT 10" PVC=179.84 wr CB #i w a" W W I SUMP=186.3 SHELF=180.28 O N r97 a SMH#3 HERBERT P, ALMGREN DRIVE SMH #2 ; INV. IN 10" PVC=179.55 - _19138 - _ - - - - - - - - - - - _ - - - - 190.38 - - - _ - - - - 190.3 l INV. OUT 10" PVC=179.59 SMH #1 mm I SHELF=180.03 PCL FW InW 1 q I I NYf ryf�0 Ib O, . hM 0Y0 CB #�] _ _-__- ---------------- - --_----G192---------------- -�" I ____- _�- 8"ASH ♦ ti BOX o ! iX1 TEL. � '♦ -ma ~"~__- MARKER f----' _0_____----A" AQU S65'52'05"E B' r ---------------- ----190----------- �� 293.87 ------- 1 ��----_'------- --- --- - ---- - � \ ! �i =J`- - -_--_-- _ -- - 189---- 189.5 STOP 51t�Y `\\ 1 � q 1 9.82 FLARED_ END ------------------- --- ---- �' , --- _ 1,6 Z /12" -1$8.31 = ------ ____ ~�� \i i ! r� i' ----------188�__ 2 TREE `' � ___ /IQ I ,so.OSTc +� I r� I 86.7 ---- 18 7 186.6 x ; I ; r ; t ! `-_, 1 189.79EP � ; D ,♦ ; � � 30.oo WIDE ; o � so•oo'oo" ` , I ; �. ' / x' INV. FLARED END ' r % 12"RCP = 187. 13_ � 4 �; i; i 'i ------�� DRAINAGE EASEMENT ! R = 35.00' ` II ' ' 13 !, INV. FLARED END _ I' x 186.7 186.5 _ 187 x , ' 1 ` _ L - 54.98 r T- - _ 4• �rNF-` 4" PINE - ,a7.1 J 1� _ - - -`` t 12"RCP = 187.62 - - - - - - - - - - - - - - 1 EI I -------189 4. PINE -- �j \ 1-- _- -- 89 �__------------ ' - \ i 0 r Ir -----_-_ --� _-��4" PINE ---------190 �r 1913TB \ , 3' A4PLE 186.4 191. 8EP ♦ \\ ` PLANT B 190.39EP 1I I 11! 1 1 IiY WITH SHRUBS ARCH �� I I I + 1 r I� I \ / a ♦ r 4* PINE SIGN 1 I v I 90- 1 ON MW I33 Sh I I x ; `. ♦ ` i IfH J3 19 1 ; _ 190.49EP 191.04EP 191.45EP j Z \ �`� `1 / S Q 189.931 189.70 190.83TB 191.36TB z I ! ! I ♦ 3" �� 1t / \\ 189.70TB x I (n PLANTED 15LAN8 WITH SHRUBS , I PLANT BED \ / \ 1�89.54EP 190.82TB 191.33TB _w-w WITH SHRUBS \\ / 1,- 118851 190.43EP 190.99EP H HS RUBS191.31TB.76TB \ ` 14" CHE7tRY.52EPWH f�FINISHED FLOORt s_J� ELEV. = 191.54 QL O ti ' ~ I \\ 3 I ` N d` I I 189.47 � I , N I I ALMGREN DRIVE 1 I 189.73� I I , x i ; 1 , , \\ 191.92Te 1 STORY ; ; NOTES: I ! 189.54TB 189.87 OP `` 190.47 op \ ARCHITECTURAL I 1 I o I 4 4 t= ! 18s.30EP \ x + i 109.44Ts STING PARKING SPACES. N W \ I BLOCK BUILDING i i ie• MAPLE + 189.28EP , 1. THIS PLAN SHOWS 40 EXISTING ' ' z 1 x 185.6 1 I � \ , r + I Marl Box I � on o i ,} , `? ' 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON p ^ 1 `\ it `, i SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD xo om o 1�� t � 191.22 P ; ; , DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED � O z d' N'; I ; ------- t++ ; 1 W WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT °a N ' 1 _ `\ I i ► DMH #1 �► PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. 4 Z 1 r ' 1 i 185.5 x I I � l `_� r c ! , own No PLANT 6EED 1 PARKING ~e WITH SHRUBS 189.39 ! 189.11 i I x I t re I 1 ! l 1 1 y '\ ` I e _ ELECTRIC E METER CONC. ; ' \ PAD PAD 19 - ,,'' - , Q LEGEND 1 1 .185.5 �� I 188.66EP CONC _ i 188.957E88 \ \ PAD �� } i i 1 189.OBTBP , 189.35EP \ 190.38 / I -6` r'' IRON PIPE FOUND 12' OAK O r '� -i87- _---"\ ; ! 186.0 ` --_ _-_ _ ; I GRANITE STONE BOUND � 1 ' CATCH BASIN ® R �\ = 185.7 x"-�---186-------_ __ _ DRAIN MANHOLE ® JH 2 2 185.4 x - - 9-�~ ' 1 I ► VQA ELECTRIC/ GAS METEROA a � --fry PLANNING ; '``� _ -`- HYDRANT � � PARCEL S-4 SEWER MANHOLE I ` x 185.1 ,t �� -�- � ; 189.11 Ir 188.78 S 185.6 x' AREA = ----"___ ''; x rrI WATER GATE INV. FLARED END 1 . 92 f ACRES , . 1 -�______ _ --i g9- -- a UTILITY, POLE `n INV. FLARED END ! .'' \\ , x186.9', i 12"RCP = 184.90 -- ---- --- ,aa.621B f 188.66EP � f 1 r CHAIN LINK FENCE � Q i 12"RCP = 184.34 ' x,83.4 , + -- ---------__- - i , I 83.5 , ', ' _ ;� ,,I 1 ' CONTOUR INTERVAL 0 5 CONTOUR INTERVAL fl -�_ TRIPLE I ----------�--------------D--------------D---------- I I i \` i x i : �``"- _ r-�`f= 12" MAPLE 'L184.9 `� 185.2 NE 185.0 x __-- _ ---�___ ______- DRAIN L1 _ �$ I UNDER GROUND ELECTRIC 00 00 MArL �nX I OVERHEAD UTILITIES N 65.52'05" W40" MAPLE+ 1 I J I � ; 186.e ----- - -------- ____-_--------- -----.-___ 186.__^_-____--.'_��_�-__ ---_---- , 188.6418 188.81 �+ 188.47EP I ;- ---- , i I 188 40 SHEET 1 OF 2 I 183.1.x ! I ! x 183.1 3' DMA INV. 12"RCP ' I Il I ARDORKTAE z = 185.22 I AS-BUILT PLAN OF LAND IN W � 0 1 AGAWAM MASSACHUSETTS RCO VA ! CO uNA NNIN 8� R� SURVEYED FOR w AG . I N/F SPECTRUM ANALYTICAL ' o BALDWIN STREET REALTY ��-'� G BOOK 9052, PAGE 522 o' �o' �o' �o' 40' so' PLAN BOOK 286, PAGE 6 SCALE: 1 " = 20' INV. 12"RCP DATE: JUNE 16, 2000 = 185. 10 � t�OF ss' HERITAGE SURVEYS, INC. s�tACE yG� \ REGISTERED PROFESSIONAL LAND SURVEYORS caoMBs No.27814 COLLEGE HIGHWAY & CLARK STREET POST OFFICE BOX 1 DIAL Ln1yo SOUTHAMPTON, MASSACHUSETTS (413) 527-3600 _ jog 2408-000606 IDWO # 2408SA02 MAP # 2408-000616 a TBM = o BOLT ON EXISTING HYDRANT 1 CBCI#1 SMH#1 SMH14 DMH#1 LOCUS MAP 190.1 RIM=191.52 RIM=191.91 RIM=189.83 RIM=189.37 ELEVATION = 193.28 INV. OUT 12" RCP=189.22 INV. IN/OUT 10" PVC=180.99 INV. IN 10" PVC=179.41 INV. IN/OUT 18" RCP=181.82 SUMP=186.2 SHELF=181.31 TROUGH=173.03 I CBCI#2 SMH12 RIM=192.25 RIM=190.28 Aftft 1 INV. OUT 12" RCP=188.65 INV. IN/OUT 10" PVC=179.84 CB 1 a a a a I SUMP=186.3 SHELF=180.28 # N G r.91 SMH#3 HERBERT P. ALMGREN DRIVE SMH #2 I RIM=189.73 _ _1g?•38 190.38 t9°31 INV. IN 10" PVC=179.55 SMH 1 f� - - - - - - - - - - - � - - - - - - - - - - - r INV. OUT 10" PVC=179.59 I SHELF=180.03 ' �°La nM o,n -ux'S- Nw �rn Lam.�' �� CB #2 rnrn f 1 TEL rX E �""�" -�"� � " I LAND USE DATA AND DESIGN CRITERIA: MWERS65'52'05"E 6• �+APr E ' '293.87' �, r ■ ZONING: DISTRICT INDUSTRIAL A r rTx \ _� --� ------- _ SETBACKS: 40' FRONT/25' SIDE AND REAR lA1FLARED END -__ - -~��-� _ - -189----- x �`\ I o 4 ; FRONTAGE/PARCEL AREA: 100 OR 40,000 S.F. MIN. 1 i 2"R - ---_-188.31 1' # ; l _-�_18 z• TREE 17,90 ` rr189.82 BUILDING HT: 2 STORIES OR 40 ' x,86.7 ----?87 1a6.8x i i ! ! ; ' 81- ,90.0src + 1 ► BUILDING COVERAGE: 50% OF PARCEL AREA MAX. INV. FLARED END ' i t I 30.00' WIDE `� \, 1 f 1$9.79EP ► I r' 2 =, , I 0 = 90000 00 1 1 1 I P = ?87. 13 $ i '� - --- DRAINAGE EASEMENT : _ \ ; + 1 3 ■ LAND USE DATA: 12 RC / , INV. FLARED END ; R 35.00 , , I I O PARCEL AREA: 1.926 ACRES (83,897 S.F.) �9 r 1 , x IN. 18s.5 �`-f x _ I i x , \ r 4" PINE 4• 187 _ - 187. ! , t ; _ �; .11+�_ 12"RCP - 1 S7.62 ' L - 54.98 ` ` I I - t _ �j _ _�\ _ - -_ - - - - \\\ i I ! EXITING BUILDING: 7 200 S.F. f ___ _ _ _ E N NEW BUILDING: 3,600 S.F. (TOTAL LOT COVERAGE - 12.9%) 'J ---189- +• PrNr_�'�_`"` �! 1 - - 18 �--'-` - I r o i r ' !r { 1 --------190------------ --------4"PINE f { 9 1 I i x { ( I I- ,,-1 191.931E % 3" MAPLE ` ; ; ` M' Z PARKING: EXISTING 40 CARS fJ r 186.4 I , I 191.48EP �Q� \\`------ i ' 1 \ 190,39EP PLANT BED r 1 I 4• PINE#� ! I ..� { ° WfTH SHRUBS ARcrBLOCK Rat �'� y Oo PROPOSED 12 CARS TOTAL 52 CARS ► r ; I l a ` - MW f 186.5 x t ! IE ` ---- I I I ��, \ 3" MAPLE � � `�� --� v� i/ � S H #3 6� f I } / { ! 1190.49EP 191.04EP j ! z I 190.83TB ,91.36TB 191.45EP \ ` / S CD i 1 I r / 189 931 189.70 c0 I (f} # t IPLANTED ISLAND MKI1H SHRUBS 1 ` 189.70TB x1 + PLANT- BED 1 1189.54EP 18 ; # I 190.82TB I91.33TB N71N SHRUBS 1 j 1GENERAL CONSTRUCTION NOTES: 8 '-" ` 190.43EP 190.99EP SHRUBS 3- TREE191.77T8 ; r I 1. ALL MATERIALS AND METHODS OF CONSTRUCTION WORK SHALL CONFORM TO THE 191.31EP 1` ,' ; . I "STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES", THE COMMONWEALTH OF \ r� f4• CN° '' 0 , MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS, 1977 EDITION, AS AMENDED. O FINISHED FLOOR 3" „ r I A SMH # 2. ALL EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. I �� ' ELEV. = 191.54 i i � � Lo 4 ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS SHALL BE O J I x I I CL Lc) # r;U I , o� I RESOLVED PRIOR TO BEGINNING CONSTRUCTION. O ' ! ! i I �` I \\\ II ►I ' N I 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON OBSERVED U �} I ; t (n I \ I 1 N th 1 I 189.47 # f ; oo i 0 \ ' ; N ; I SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL Z w Q �; W # \. : 1 1 ALMGREN DRIVE ; ; i 189.73`` LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/ w U i I f 191.s2TB 1 + I I OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. Q # 1 189 87 •\\ EXISTING 1 STORY ; I a0 rl i ', = I i 189:30 ,9°.a7 oP ARCHITECTURAL I + + f Lj w r x ` 169.44TBq 4. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL CONFORM TO THE TOWN OF Z N w ; I I \\ BLOCK BUILDING r ► , 189.28EP ! AGAWAM AND WESTMASS CORP. REGULATIONS AND STANDARDS FOR CONSTRUCTION. x 185.E I I ; \ +` j 1, 16' MAPLE + MAIL BOX ' LO 5. ALL GRADE TRANSITIONS SHALL BE SMOOTH AND ROUNDED. SIDEWALKS SHALL p �� I r ► I ` HAVE A MINIMUM 1/4 PER FOOT CROSS-PITCH. O m I M°, r r 191 2EP r + 0 '�L i ; ; � 191.22EP 1 + I 64 I I 6. DURING CONSTRUCTION AND AS FINAL SOIL STABILIZATION ANTISILTATION/EROSION Go N =Ni I I i ` ! I W r �� ,' +� r TECHNIQUES SHALL BE APPLIED IN ACCORDANCE WITH THE SPECIFICATIONS IN I f i DMH #1I "GUIDELINES FOR SOIL AND WATER CONSERVATION IN URBANIZING AREAS OF Q Z f = ,Ss.s x _ # _ , MASSACHUSETTS", USDA SOIL CONSERVATION SERVICE AMHERST, MA 1975 FOR J ; PLANT am ; PARNOING THE FOLLOWING: " G 1. HAY OR STRAW MULCH (3 MIN. DEPTH) OR JUTE NETTING ON ALL 3:1 OR w I i # i t ! 1 ! . . . . . . . . 189.39 1as.11 GREATER SLOPES. ! ; ! . . . . . . . . . . . . . . . . . . . . . . . . . . ��,C E x 1 2. STAKED HAY BALE CHECK DAM TO PREVENT SILTATION OF STRUCTURE AT ' I .:_ . . . . . . . �-_-.coc- _ti.;, . . .14 1 ALL CULVERT OPENINGS. 1 1 ---'" PAD. . . . . . . . .PAD ` - g1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I TECHNIQUES SHALL REMAIN IN PLACE UNTIL A FULL STAND OF GRASS OR x,as.5 i88.95TH �`' ; CONC . . . . . . . . . . . . . . . . . . �•' '� 4� VEGETATIVE COVER IS ACHIEVED. i 4 i8a.83EP �� . PAD 45' x PARCEL S-4 f + 189.06TB t 189.35EP , 190.3a + `------ PROPOSED _ + 7. ALL PLANTS SHALL CONFORM TO A.A.N. STANDARD FOR NURSERY STOCK, ANSI ---187 ----� i # 186•° --- -� �° AREA - rz• °�"` i Z60.1 1973, TO BE TRUE TO TYPE, SIZE AND DESCRIPTION INDICATED ON PLAN, ------------- � _� oo- . . . . . . . • •.BUILDING . .•.•. .•.....:..... . . ... ... . �, � , - 1 AND UPON DELIVERY TO THE SITE SHALL BE SUBJECT TO INSPECTION BY OWNER. ------ ��'� F. FLOOR - 191.54 ---, '_� - . . . . .:.:.:. . . . . . . . . . . . . . . . . . . . . . ...:...:...�.�.�.�.�.�. � 1 , 926 ACRES I ; 185,7x 86- ___ �, ---i--. . ._• - ,�---y. l I f 8. CONTRACTOR SHALL COORDINATE PLANT LOCATIONS WITH THE OWNER OR HIS # ! 185.4 x ', PROPOSED ___... . . .0`�� WITHBED o; REPRESENTATIVE TO BE CERTAIN THERE ARE NO CONFLICTS WITH UNDERGROUND 54 X 68 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ,uATCrr ExrsTrNc PLANrWGS I PARKING �v6 . . . . . . . . . " I ;a I r UTILITIES. AREA 9. ALL PLANT PITS SHALL CONTAIN 15" MINIMUM PREPARED TOPSOIL (7 PARTS x LOAM, 1 PART PEAT BY VOL. LOOSE MEASURE) AND 12 MINIMUM PREPARED 185.6 �-``'' _ x �► TOPSOIL FOR GROUND COVER PLANTS. PH VALUE FOR PLANTING SOIL SHALL BE IF 6.0-6.9 MAX. FERTILIZER (5-10-10) SHALL. BE ADDED AT THE RATE OF 5 LBS. INV. FLARED END ��-_� - ^�__189�-"--- PER CU. YD. OF SOIL. ALL PLANT BEDS AND AREAS NOTED ON THE PLAN SHALL INV. FLARED END + , # - 188.82TB 1 x 1B6.9I ► 12 RCP = 184.9D 6' r 0 0 188.66EP ; " BE COVERED WITH 4 MIN. COMPACTED PINE BARK MULCH. 12 RCP = 184.34 x'e:5 1 ; i ', , ` . f Zs-s w1u°E PAVED 49P, °c �° �� 48.9 i "AT "'"'' `� 10. ALL DISTURBED AREAS WITHIN THE PROPERTY LINE NOT INDICATED AS BUILDING, I `�`-- i ► `�\ �S�` I I . i2' xi8' I I I i 185.2 x f RROCATE EXISTrNG �EnICE ° ; PROPOSED.. PROPOSED ARBOR%4TAE r---- ------- PAVEMENT OR PLANT BEDS SHALL BE TREATED AS LAWN. ! # AROUND DUMPSTER PAD -CONCRETE SHRUBS Row "� 12' MAPLE I ��H OF M'Q•S f' 4'-5• Hr., 4' ON CENTER � R#CHARD��' 185.0x f # PAD,' a-� 11. ALL SITE COMPACTION OF FILL MATERIALS SHALL BE IN ACCORDANCE WITH THE # + ° �� ° ELEY. - 1w.25 _ -__ 188 -� P. �" APPLICABLE PORTIONS OF SECTIONS 120, 150 & 170 OF THE M.D.P.W. STANDARD ______-- -- aw,rL Box 1 0 ►+ EfSSE { # 00 5.4 t 325.00 -� I co SPECIFICATIONS. ALL TRENCH BACKFILL AND FILL BELOW PAVEMENT SHALL BE No. N 65'52'05" W i 4 COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ACCORDING TO STANDARD ASSHO (I 1 I , TEST DESIGNATIONS, T-99 COMPACTION TEST METHOD C. r I , --------- - ----- -- - -187 -- -- 40• A14PLE ' I t 188.81 Fr -� _ ---__- -_-- ; W.64-M x i I � 186.8 -r"�J _- 186 � 1188.47EP IJ I 1 183.1.x t �� ! I 188.40P��--4! �s 1J I x 183.1 t SHEET 2 OF 2 r INV. 12"RCP W N/F jJ = 185.22 SITE PLAN OF LAND 1N r i QQ BALDWIN STREET REALTY LEGEND AGAWAM, MASSACHUSETTS BOOK 9052, PAGE 522 PLAN BOOK 286, PAGE 6 IRON PIPE FOUND 0 PREPARED FOR uj GRANITE STONE BOUND 13 SPECTRUM ANALYTICAL IZ CATCH BASIN ® o' 10' 20' 30' 40' 60' Q DRAIN MANHOLE ® SCALE: 1 " = 20' ELECTRIC/ GAS METER NOTES: Q SURFACE SCHEDULE INV. 12"RCP HYDRANTS DATE: JUNE 16, 2000 = 185. 10 SEWER MANHOLE 1. THIS PLAN SHOWS 40 EXISTING PARKING SPACES AND 12 PROPOSED WATER GATE �� ,s PARKING SPACES. O BITUMINOUS CONCRETE TYPE 1-1 BIT. CONC. UTILITY POLE HERITAGE SURVEYS, INC. � BRuct= s'�yG FOR PARKING AREA 1" TOP COURSE CHAIN LINK FENCE -° ° ° °-° °-°-°--- REGISTERED PROFESSIONAL LAND SURVEYORS A. 2 BINDER COURSE cooMJss 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON 1' CONTOUR INTERVAL --------------- -------------------------- COLLEGE HIGHWAY & CLARK STREET No, 7814� SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD 12" COMPACTED PROCESSED 5' CONTOUR INTERVAL ------------------------------------------ POST OFFICE BOX 1 GRAVEL BASE D D SOUTNAMPTON, MASSACHUSETTS DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED DRAIN LINE WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT OMPACTED SUBGRADE UNDER GROUND ELECTRIC E E (413) 527-3600 �-.PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. OVERHEAD UTILITIES JOB 2408-000606 1DWG # 2408SA02 IMAP ; 2408-000616 a TBM = d I #1 BOLT RIM= GENERAL CONSTRUCTION NOTES: BOLT ON � I RrM191.52 I INV. OUT 12" RCP=189.22 EXISTING HYDRANT 1. ALL MATERIALS AND METHODS OF CONSTRUCTION WORK SHALL CONFORM TO THE Locus MAP 190., SUMP=186.2 ELEVATION 193.28 'STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES THE COMMONWEALTH OF = I CBC112 MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS, 1977 EDITION, AS AMENDED. I RIM=192.25 INV. OUT 12" RCP=188.65 2. ALL EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 4 I SUMP=186.3 ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS SHALL BE a a I SMH4 RESOLVED PRIOR TO BEGINNING CONSTRUCTION. CB 1a�1 ig RIM=18s.83 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON OBSERVED �9r I TROUGH=173.03 179.41 SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL 191_38 HERBERT P. ALMGREN DRIVE SMH '2 I LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/ - - ----sa-- -- - - - - - - - - - - - - - - - - - - - - - - - _ - - - � - - �. _ _ - _ _ T _ - _ _ ,9o.3a - ` - - S 190.3 f DMH�1 OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION, SMH 1 ,/ 1 RIM=189.37 o� / a 1 q a INV. IN/our 18" RCP=181.82 4, ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL CONFORM TO THE TOWN OF '" - - �� I AGAWAM AND WESTMASS CORP. REGULATIONS AND STANDARDS FOR CONSTRUCTION. n«fm CB 12 , �;r �� Wr^� _y1 I r SMHjF1 _ -- \ RIM=191.91 5. ALL GRADE TRANSITIONS SHALL BE SMOOTH AND ROUNDED. SIDEWALKS SHALL _-� - --- - - 192-_---------�� __-- ______--_ TEL _-�_y~ `� I c I INV. IN/OUT 10" PVC=180.99 a•" + �'� Box o I , HAVE A MINIMUM 1 4 PER FOOT CROSS-PITCH. rxr TFf.. __�---�---"r ��. ,-�i , SHELF=181.31 / n �~ S65'52'05"E - 293.87' --� e- ,MAPLE � +/ .- ___---------------- - ---190--------- -�__ -�� \ _ _________________ _ ,<. ; k `��+ ;1 SMH12 6. DURING CONSTRUCTION AND AS FINAL SOIL STABILI7ATI0N ANTISILTATION/EROSION ! y' _--- ---- ---- ~ ------ - _ +-- �� I 1 I r RIM=1 so.28 TECHNIQUES SHALL BE APPLIED IN ACCORDANCE WITH THE SPECIFICATIONS IN FLARED_ END_ __- _- �- - '�, l `-- --"-`-- ~----189----- x �\ I o o I i INV. IN/OUT 10" PVC=179.84 "GUIDELINES FOR SOIL AND WATER CONSERVATION IN URBANIZING AREAS OF „ - -- ��'� \`� 189.5 \\\ SMP Sm ` 1189.82 SHELF=180.28 MASSACHUSETTS", USDA SOIL CONSERVATION SERVICE AMHERST, MA 1975 FOR r 12 nME r i86.s xx I I \ I -- �88' �• ''� o ,so.osTc ► I rJ THE FOLLOWING: / . x 1as.7 --- 187 , r 30.00' WIDE � ' 13 1. HAY OR STRAW MULCH (3" MIN. DEPTH) OR JUTE NETTING ON ALL 3:1 OR INV. FLARED END I i 189.79EP i ° '� ; = 90'00'00" \ I I r R M 189.73 GREATER SLOPES. ` ` ' DRAINAGE EASEMENT , " 12 RCP = 187. 13 / i -- ! R = 35.00 `\ 1 I r INV. IN 10 PVC=179.55 2. STAKED HAY BALE CHECK DAM TO PREVENT SILTATION OF STRUCTURE AT 8y r 1 I x 186.7 186.5 x _ ---`�- / / I I i . r' `t� \ INV. FLARED END ! - , t r INV. OUT 10" PVC=179.59 4. 187 -J 187�1 � i ; , , ;- » - L - J�4.98 `\ i SHELF=180.03 PuvF - _ - � - � - -� - 12 RCP - 187.62 / , ALL CULVERT OPENINGS. r I -�`----'--'--189- `- -�'- 4r ---- -- - - --__ _ - - - ____�� - - - - TECHNIQUES SHALL REMAIN IN PLACE UNTIL A FULL STAND OF GRASS OR __�- �`, �' + EI i VEGETATIVE COVER 15 ACHIEVED. 1 I f ,---------190---------------------4 PANE r \ 1 -_Ias_ , �. Q r I; ! x r 191'93TH 3' NAPLF :� ` ''I ' ' i v 7. ALL PLANTS SHALL CONFORM TO A.A.N. STANDARD FOR NURSERY STOCK ANSI TO BE TRUE TO TYPE SIZE AND DESCRIPTION INDICATED ON PtAN /r+! _ i� I .\ 190.39EP r � J � � Axr{pr�rt/=�c�iytrytu. + I I I r� Z60.1 1973, , , 4 P1rt 1 ! I BLOC I I 1 �N ' r ` AND UPON DELIVERY TO THE SITE SHALL BE SUBJECT TO INSPECTION BY OWNER. +� Mw 8. CONTRACTOR SHALL COORDINATE PLANT LOCATIONS WITH THE OWNER OR HIS 186.5 x ! I ' � `. " ' ' I I �c REPRESENTATIVE TO BE CERTAIN THERE ARE NO CONFLICTS WITH UNDERGROUND 3" MAPLE �yLF�P� \�------\ ` i S H 13 Y t I ! ! 190.49EP ! 1s1.oaEP \y``� + / ++ I Z UTILITIES. Z + ; 190.83TB 191.36TB 191.45EP , / S r » 1 t I ; + 18s.931 189.70 9. ALL PLANT PITS SHALL CONTAIN 15 MINIMUM PREPARED TOPSOIL (7 PARTS I t I PLANTED asc AD WrrH SHRUBS + \ 189.70TB x » I ,, era \\ `+ k89.54�P I p LOAM, 1 PART PEAT BY VOL. LOOSE MEASURE) AND 12 MINIMUM PREPARED �'---188-- - 1 f 00 _ �\ 190:42 P t9a yg - + yes ++ I TOPSOIL FOR GROUND COVER PLANTS. PH VALUE FOR PLANTING SOIL SHALL BE t I a "� 3" T ` ' - 6.0--6.9 MAX. FERTILIZER 5-10-10 SHALL BE ADDED AT THE RATE OF 5 LBS. 191.77TB t ` r I I -p ( ) O , 1191.31EP `,, `�� " ' ; rn yZ PER CU. YD. OF SOIL. ALL PLANT BEDS AND AREAS NOTED ON THE PLAN SHALL z I i ti 189.76T6 �\ j, 14 Cr4ERRY BE COVERED WffH 4 MIN. COMPACTED PINE BARK MULCH. z 189.52EP \ O � i � I j � + i � ` ' HAfVDICAP i ` /, � I S ! I ; L- ( I \ I ; I 3 0 10. ALL DISTURBED AREAS WITHIN THE PROPERTY LINE NOT INDICATED AS BUILDING, ~ ! I LLI `\ FINISHED FLOOR ( a• rRFE r r � SMH � PAVEMENT OR PLANT BEDS SHALL BE TREATED AS LAWN. I Q I ' ` I r I Q I o , ELEV. = 191.54 4 uo + ; C� 1 �\ A I + rn � 11. ALL SITE COMPACTION OF FILL MATERIALS SHALL BE IN ACCORDANCE WITH THE �- ! t ? I �\ R I + ") N ; 6' APPLICABLE PORTIONS OF SECTIONS 120, 150 & 170 OF THE M.D.P.W. STANDARD `� PROPOSED + N d, ; i 189 47 SPECIFICATIONS. ALL TRENCH BACKFILL AND FILL BELOW PAVEMENT SHALL BE t I ! ! o ` PARCEL - ' CN ' COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ACCORDING T AN W x S 4 1 o STANDARD ASSHO z w Q � i i j \• 19192TB 11 ALMGREN DRIVE AREA = i 189.73 TEST DESIGNATIONS, T-99 COMPACTION TEST METHOD C. � I t ( EXISTING 1 STORY ; I Q ; 189.87 OP \ C , I 189.54TB x \ 190.47 OP c , r = 189.30EP x , ARCHITECTURAL 2 V ACRES I o I PLACEMENT do CONSTRUC770N OF A � O _ : i : ! + 1 189.44TB L.v SYNTHETIC FILTER do HAY/STRAW BALE BARRIER \_, w _ BLOCK BUILDING , + 189.28EP Z W N I x 185,8 I = i `\ ! , Is, MAPLE 2.) STAPLE THE WIRE a + i i \ \ r , MAIL BOX 1 : I � MESH FENCING TO uj n x LC� i' I ! j I \ r ' 1.) SET POSTS AND END POST. 4 O In I I r I POSTS EXCAVATE A 6" X 6" WIRE O j� j \\ 1 + i _ TRENCH, SET POST FENCING PLACE AND STAKE O O I ` 1 s1:zz� r '+ I DOWNSLOPE. -► NAY/STRAW BALES, U) 1 r , i TWO STAKES PER BALE. LYpz d- , � i , ` r , I I N I I I I \\ ( r i i I LQ ANGLE f 0' STAKE DMH 1 UPSLOPE FOR 4 t ( 185.5 x { I I 1 -t-- I '�_--_ J c� STABILITY AND }i�qY/STR,gW BALE fr SELF CLEANING HAY STRAW BALE Q i I I I + 1 �l0 I / Wrr SHRUBS r G PARxArMc { --a-BINDING WIRE/'TWINE W ; I G �r 189.39 I 18s.11 12" MIN. - FL EC'IRIC E I I h . PAD. .PAD M`�-.-!! E Q PACKED 1 ! i I t• '�9} .:.:.:.:.:.:.:...:.: STRAW x 185.5 + ; 188.66EP `• �� 4� ` �I �r , t = 188.95TB h \ �I �• ' + PAD ` i ; _osTB \ 189.35EP . ,90.38 45' X 80' PLAN w>rly � --187----- I I 186.0' ___-� -- �o PROPOSED. 12' OAK J . . . . I . . BUILDING . .'. . .'. . . . .'. . . . . . . .' , J 3.) ATTACH RLTER FABRIC 4.) BACKFIL.L THE ' ' ' ' ' ' ' ' F FLOOR = 191.J�4 ' ' ' ' ' ' ' ' ' ' ' ' �' 1 TO THE WIRE FENCING TRENCH AND COMPACT . . . . . . . � � I f AND EXTEND IT TO THE EXCAVATED SOIL. IFILTER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T1� MATCH EXISTING PiANT1NGS THE TRENCH. PROPOSED -��_ . . . . . . . . . . . . . . . - t2 ASTERS Tiff MATCH EXISTING PLANET FABRIC WEDGE LOOSE STRAW I = 185.4 x� 54' X 68 . . . . . . . .. ��` . . . . . -J 9O` . . . . . . ( 1lPR1GNT N,4NA YEWS 35'-4' HT o 1 _ o PARKING , ..'.'.'.'.'.. �''r��' . .'. ..... .. .. .. . .... (2) ply MX;D BURNING BUSHES 2*-3' HT. t I m -"-`" BETWEEN BALES TO AREA ��, CREATE A CONTINUOUS �. 75.2'_ f [ f BARRIER. x 185.1 \ -`-- 89 ` J 1as.s x, �� --�f� r COMPACTED ' + 188.78 «ram ,� 189.1E w &4CKFILL , x 16 ; + INV. FLARED END 1 m ---�_ 1--189 t INV. FLARED END 1 = 184.90 �6, + 8 WEDGE LOOSE STRAW I \ \ x 188.9� I �` 12 RCP 1 Q J , 488.66EP + BETWEEN BALES TO BOTTOM OF 12"RCP = 184.34 x 183.4 5 I I ' 0 0 8 $9 1 3.5 1 , I ° + .` 1 3'-5' W& PAVED '�' 8 48.9 t, CREATE A CONTINUOUS DRAINAGEWAY B WATERWAY '�� •\� �� E �� i Sy.40 tr BARRIER. j i I t \� his\ , PROPOSED ARBDR1RfAE _ I FLOW 1 + k �� i2 f8 ` 1852 J cHAa�rNK FENCE �'; �� !Z I k,��H 4F Mq 9 > t AROUND DUMPSTFR PAD SHRUBS RDW -�' --~\ P sv SHALL BE 5' 1N HEWHT ., .. . .� 4-S HT. 4 ON CEMER RICHARD � A- -A 185.0 x _ 1 PAD;._ I o`er y� FILTER ELEV..a fed 6 --1$8-� , P' , FABRIC 8-- -f - --B I i °° "`----____ - -� 1 5.4 f --------_- "a Box I � wElss�1 I ---PROPOSED SrAKEa HAMM S_�-_ 325.00 , A 1 No_9623 PACKED PACKED °0 i I -�""�� N F N 65*52'05" W Q I g IST A STRAW PLAN VIEW SSW POINTS ELEVATION SHOULD BE HIGHER f r as I i _- - / - 1 40„ MAPLE l THAN POINT '$' 187 + �- - BALDWIN STREET REALTY ---- � SOURCE. U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT. PAGE 522 ----186 18s.64TB 1sx I BOOK 9052, --� � ! '� 188.47EP I f I x,83., PLAN BOOK 286, PAGE 6 1 '�40 3. LEGEND SHEET 2 OF 2 - Lu GAF INV. 12 RCP = 185.22 IRON PIPE FOUND o w SURFACE SCHEDULE SITE PLAN of LAND IN "T � - GRANITE STONE BOUND p L d O BITUMINOUS CONCRETE TYPE I 1 BIT. CONC. CATCH BASIN ® A GA WA M, MA SSA CH USETTS i x p Q A FOR PARKING AREA 1» TOP COURSE 4 DRAIN MANHOLE PREPARED FOR } NOTES: I IO cs W 2 BINDER COURSE ELECTRIC/ GAS METER 120 COMPACTED PROCESSED HYDRANT SPECTRUM ANALYTICAL 1. THIS PLAN SHOWS 40 EXISTING PARKING SPACES AND 12 PROPOSED GRAVEL BASE SEWER MANHOLE © o' 10' 20' 30, 40' PLAN IN PARKING SPACES. WATER GATE SCALE: 1 " = 20' OMPACTED SUBGRAD£ UTILITY POLE `� 2. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON INV. 12"RCP ,�81 DATE. JUNE 16, 2000 REVISED: AUGUST 28, 2000 EXISTING SPOT GRADE SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD LAND USE DATA AND DESIGN CRITERIA: = 185. 10 x REVISED: JULY 20 2000 REVISED: SEPTEMBER 22 2000 DATA, PROPOSED SPOT GRADE X 1 s8.o0 AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED CHAIN LINK FENCE - •-•-�---• • • •-•-• • � �� OF ESS9C WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT ■ ZONING: DISTRICT INDUSTRIAL A ■ LAND USE DATA: HERITAGE SURVEYS, INC. o� BRUO� y, PRIOR TO FINAL DESIGN AND OR CONSTRUCTION. SETBACKS: 40' FRONT/25' SIDE AND REAR PARCEL AREA: 1.926 ACRES (83,897 S.F.) 1' CONTOUR INTERVAL ---------------- -------- --- o� A. / FRONTAGE/PARCEL AREA: 100' OR 40,000 S.F. MIN. EXITING BUILDING: 7,200 S.F. 5' CONTOUR INTERVAL ------------------------------------------ REGISTERED PROFESSIONAL LAND SURVEYORS u COOMBS cn 3. PRIOR TO THE INSTALLATION OF ANY SEWER WATER OR DRAINAGE LINES, BUILDING HE 2 STORIES OR 40' NEW BUILDING: 3,600 S.F. OTAL LOT COVERAGE = 12.9X DRAIN LINE 0 D COLLEGE HIGHWAY & BOX STREET No.27814 THE CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM'S BUILDING COVERAGE: 50% OF PARCEL AREA MAX. ) POST OFFICE BOX 1 Fc1ST��° � UNDER GROUND ELECTRIC E SOUTHAMPTON, MASSACHUSETTS �DNAL LAS�1�5�4 ENGINEERING DIVISION, 786-0400 X-275/8. NO PIPING/APPURTENANCES WILL PARKING: EXISTING 40 CARS OVERHEAD UTILITIES (413) 527-3600 BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. PROPOSED 12 CARS STAKED HAYSALES TOTAL 52 CARS PROPOSED CONTOUR 88 JOB 2408-000606 IDWG # 2408SA02 IMAP 2408-000922 0 V F 0 v 17, 45-0 N •-------- ....•. .................... --••----------......----------------------••--•-- v 3 Q H - H - _ N - _ N N - 6► '4AVEL 5'7� �� •OIDF laSULLY�©1� LI•kD "I � NRwovs WAIT REST ROOM REST ROOM J � RRfl�rth►J Roams I CONFERENCE — N � ROOM N VILA-M AX tVP c-v w LlL. ab LLD�fL!N� � � 4 Off rc�s - --♦---- 4 S�oAv 6E,AM w]q-*�• cw3Y, � Rencv�dell Q t :'&AxkDw"ey TPW / SEMI VOLATIL.ES Block ix'etirg jj r4dm A-I Off ice � s. i 4 AGCOUNTI NG 3 b W,11At 4a7UD W I1 2 LAYW7 DaYWALL FA, SIDE pT 44AL6 w4mio►17 or- WAIL. O_ INORGANIC E v o�l'Ics S spirt A"k I&V Lh �> ® 4 -0 � Offrce 4'-0" � cans . PAr.,�l� sr� t e.r ® © 8 r1�5Utdt�p .c��.4T FAGS G ot,lG�.�G C E'S LoGi[.. I fi W� DU[.�•W�LL 4!c�LaL. 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I f eAt U I I a ! .�t5�!► WI a Mel&, vtl.'L•-7..1 A. cm4t- PF64- wl 0i Ta I c vEO.T. MP 43 SrIUAVIs► e 10 o.G. IL sEti .y�,LTi t j�►• I eh&� ea.WA 4 tiorroM, l L A-A4 1 =0 v -� L��It57r1v�Tzr1 Wdt�. 2 }c," 9 I L °d ,4 I c fl +Jo, s L,ate 0►.1 CmeetaP- _. � I EL. "t0 MA�GH E't`157. �Lt7ifw� j f I •o a cow NL Z � I 4 wl 4- *4 v e-el1. Aaa It3 , s71LluPs G +co" o,G- 1 1 { 0 mac, Iwo om7fto4q. i I I Q e�AL J+vis7 IfY1E.7AL Dt%LL AJQ 11PbAaY AW40t. � - ` $ ! I i z 7 v$f"T I Nl TD a o--- ---- - �1 �i'.Vf+K►T. � a= W ate z ff i ._ k SAVE NAME I Bpdw--tww ADDITION lL r.l c� V �., p b. �. A. tit PROJE(:T# 004-00 DRAWN BY: M.B. Q -2"'--- P L— DATE: Ile. I:Qw 6/14/00 SCALE: I/9" . fox DRAWING NO: .. ... e -., .: ,�''fi �. ..- .. v .. _ .YA. 1l-- .. �. .o r r .. •" .� .,�'. A -+ 1.° !�, r. "1V- , _ .. .. . zl .. .,... 'i", .o. .._ , -rF s 6 ,- .. 5 8. „ i�� e .,N .s_x .�>• -J :�.- I. '[' a.. �. 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