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HomeMy WebLinkAbout0067 IYANNOUGH ROAD/RTE 28 - Health 67 Iyanj^3c}u b. Rd-CapeMs,14111d. Glass Hyannis A.= 343 - 006 � o Commonwealth of Massachusetts 33-� W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ? 67/73 lyannough Rd. Property Address F Sound R.E. 0 Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 ; page. City/Town State Zip Code Date of Inspection '„I`I Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, / use only the tab 1. Inspector: key to move your cursor-do not Scott Campbell use the return Name of Inspector key. Cardinal Construction � Company Name 32 Ridgetop Rd. Company Address Cotuit MA 02635 City/Town State Zip Code 508.420.1295 S1388 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ❑x Passes ❑ Conditionally Passes ❑ Fails ❑ Needs urther Evaluation by the Local Approving Authority Ze 7/25/17 Inspect Signat Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal /System•Page 1 of 7 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c,M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑x I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: All covers are at grade with iron rings and covers. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board'of Health, will pass. Check the box for"yes", "no" or"not determined"(Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health)` ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 i - Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50.feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ 0 Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ FX1 Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ❑x Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67/73 I annou h Rd.Y 9 , Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 - page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ElRequired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ x❑ Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ 0 , Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ 0 Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ 0 Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ 0 Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ 0 The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ FX-1 The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ 0 the system is within 400 feet of a surface drinking water supply ❑ 0 the system is within 200 feet of a tributary to a surface drinking water supply El 0 the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA)or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis annis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑X ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ Z Were any of the system components pumped out in the previous two weeks? ❑ ❑X Has the system received normal flows in the previous two week period? ❑ X Have large volumes of water been introduced to the system recently or as part of this inspection? X ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑X ❑ Was the facility or dwelling inspected for signs of sewage back up? ❑X ❑ Was the site inspected for signs of break out? ❑X ❑ Were all system components, including the SAS, located on site? ❑X ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑X ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑X ❑ Existing information. For example, a plan at the Board of Health. ❑X ❑ Determined in the field (if any of the failure criteria related to Part C is at issue. approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary' Assessments °M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every �H annis MA 02601 7/25/17 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ❑X No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes X❑ No information in this report.) Laundry system inspected? ❑na Yes ❑ No Seasonaluse? ❑ Yes 0 No Water meter readings, if available (last 2 years usage (gpd)): Detail 2015=2,992 gallons 2016=3,740 gallons _ Sump pump? ❑ Yes 0 No 2017 Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Cape and Islands Glass retail 69.3 Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): sq.ft Grease trap present? ❑ Yes 0 No Industrial waste holding tank present? ❑ Yes 0 No Non-sanitary waste discharged to the Title 5 system? ❑ Yes 0 No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 f Commonwealth of Massachusetts _ F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 2017 Date Other(describe below): General Information Pumping Records: Source of information: Barnstable Board of Health Pumped 2002 Was system`pumped as part of the inspection? ❑ Yes FX1 No If yes, volume pumped: gallons How was quantity,pumped determined? Reason for pumping: Type of System: © Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: permit date 7/21/04 asbiult 5/25/05 Were sewage odors detected when arriving at the site? ❑ Yes 0 No Building Sewer(locate on site plan): Depth below grade: 1.5feet Material of construction: ❑ cast iron ❑x 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Visual joints show no signs of leaking. Septic Tank (locate on site plan): Depth below grade: 1feet Material of construction: 0 concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts _ . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. Cityrrown State Zip Code Date of Inspection Sludge depth-, D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle No sludge Scum thickness 0 Distance from top of scum to top of outlet tee or baffle na Distance from bottom of scum to bottom of outlet tee or baffle na How were dimensions determined? sludge judge tape measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank does not need to be pumped at this time. Both tees in place at time of inspection. Structural integrity of tank is good. Liquid at proper working height bottom of outlet invert. No evidence of leakage into or out of tank. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City[Town State Zip Code Date of Inspection Date of last pumping: Date D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level_: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 67/73 I annou h Rd. Y 9 Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Box is set level. Equal distribution to both lines. No evidence of solids carryover. No evidence of leakage into or out of box. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. Cityrrown State Zip Code Date of Inspection D. System Information (coot.) Type: ❑ leaching pits number: n leaching chambers(flowdiffusors) number: 2 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No sign of hydraulic failure. No ponding or damp soil. No vegetation (asphalt) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 67/73 I any nough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection Indication of groundwater inflow ❑ Yes ❑ No D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Y t5ins:doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: 0 hand-sketch in the area below ❑ drawing attached separately A i B , �-14 t5ins.doe•rev.6f16 We 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 .page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑x Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10+ feet. Please indicate all methods used to determine the high ground water elevation: x❑ Obtained from system design plans on record 2004 If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Plans on file Barnstable Board of Health t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts _ J Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 67/73 lyannough Rd. Property Address Sound R.E. Owner Owner's Name information is required for every Hyannis MA 02601 7/25/17 page. City/Town State Zip Code Date of Inspection Before filing this Inspection Report, please see Report Completeness Checklist on next page. E. Report Completeness Checklist ❑x Inspection Summary: A, B, C, D, or E checked Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ❑x System Information—Estimated depth to high groundwater Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Q 10 'c i N m m u m N D 3 r d ►") o E / • \ VENT „4. _ oed ` \ 0 ,.\ � • 79 n 'o \, m m m R i m m _ G�S� 4 e �� 1 �S z R� 00 EXIST z /ARE �� e — � CO R.0. W�LAND EA S,E�,p 22,iCD CD ^ MAP 43 % y ' W ## o ! OOD D BENCHMARK: `o `� Wtb FLOOR SLAB 75.3 J ELEV. 21 .07 \ Li 1 a-' '�� 1 20_p' TOWN OF BARUSTAB ;ECoe i LOCATION h rel r�1n i~ SEWAGE # VILLAGE � �r��- � A SESSOR'S & LO 4 c� n _ INSTALLER'S VANE&7�q E N , 4� 3t r � SEPTIC K C AC ( LEACHING FACILITY: (type)Wr- ddT-16m (size) 4 ' x NO. OF BEDROOMS A BUILDER OR OWNER -riJ-)#- e:, tt�� �. PERMITDATE: I `6T COMPLIANCE DATE: (�J t Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by N I Lo � f Q T + `� fy) No. )uby 6 P10- � �`�'/N1/�/H Fee Entered in compute;3/ THE COMMONWEALTH OF MASSia►CHUS1rTTS Yes PUBLIC HEALTH DIVISIO111-TOWN OF BARNSTABLk1 MASSACHUSETTS J A-It ica " nfor Dig ogal * 5tem Congtruction permitpApplicatio to st ct( )Repair( )Upgrade�)Abandon( ) ❑Complete System ❑Individual Components •�� Location Addres of No. rt/4YMU Owner's rS¢r S gjel.g, �S`_ 7�j�Z ]•� cn Vi J Lo Assessor's Map/Parcelp ,N 3 0 / ���y� �� r•'�(��M H (�(�� Installer's N e,A dress,and Ty.NoY1 -l0 3 Designer's Name,Add s and Tel.No. Cvj�Ccyu_ (�Gnor vv,. Type of Building: Dwelling No.of Bedrooms Lot Size l' sq.ft. Garbage Grinder(Vq Other Type of Building No.of Persons Showersf Cafeteria(1P Other Fixtures 3 �^ qU 5 0,11 ors Design Flow gallons per day. Calculated daily ,Y"" gallons. Plan Date a-%1 I Number of sheets n Date3.01o/ f -7 1P-" Title S 4n (r t U 6.6 Gyp 13 J-Jwon wl Size of Septic Tank ISU2 Type of S.A.S. Description of Soil 1n, Ct� v K4 n Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this Board of Health. Date ���a-y"u Signed Application Approved by MC P4, •w S.&4 v Date Application Disapproved for the f lowing reason , /► & P406f, sew Permit No. Date Issued a wdn if } J 4 �r � , I, .t.. h � °,ark,;�. . � �MiIM ` Fee No. w V t'` a�w> 011 Entered in computer: TI-& WAONWEALTH OF MASMCHUSETTS Yes PUBLIC HEALTH DIVISIO -TOWN OF BARNSTABLSAJCHUSETTS Yicatconlor,Migpogaf *pgtem Cougtruition hermit Application) • t to struct( )Repair( )Upgrade(/\)Abandon( ) ❑Complete System ❑Individual Components Location Addres ot'j.r��G»►1ft-y Owner's Name,Ad¢¢res,s an¢Tel.No ti 77 S: 7 �tq17S Iu�tS BTU»<v, ` Assessor'sMap/Parc6i Installer's N e,q dress,and Ty 1.No 77- l 4415 Designer's Name,Add e s and Tel.No. P.oA,x C �� � �UrC S�C�G � r �. lr(,8 /�►tn►ice �1 1 1 i'h��t l���, �iv�)� Type of Building: -00\ Dwelling No.of Bedrooms Lot Size kXp f sq:.ft. ;.,.Garbage Grinder(h/� Other Type of Building No.of Persons Showers(kP Cafeteria(10�-? Other Fixtures 1 R s Lnc� Design Flow gallons per day. Calculated daily fl� gallons. Plan Date 114 1 Number of sheets 1 �0_ Revision Date. JI vl f . J U�Title e �It,n G" .t5 +� r�U>a 7 3 �t7�n,.� Y Size of Septic Tank ST ) Type ofA.A.S. Description of Soil 1 Nature of Repairs or Alterations(Answer when applicable) -Date last inspected: lr . Agreement: a The under"signed agrees to ensure the constructioli and maintenance of the afore described on-site sewage disposal system in accordance with th rprovisions of Tit e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued his Board of Health. 3 v�'� Signed ' r ,r Date - Application Approved by �. _ ��� ►��C ham= S L ) Date _Application Disapproved for the f ,1A! rkason, t/l'I t Perm_:iGf No. ° (h/ � '0 Date Issued '7 �110 t N J1 �0 _e THE COMMONWEALTH OF MASSACHUSETTS 'BARNSTABLE, MASSACHUSETTS, 10 61 Pi ,Ix- Certificate of Compliance THIS IS TO CFRTIF ,that th On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded()6 Abandoned( )by at H Ao/ has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. J - dated a U �� Installer 9 Designer The issuance of this permit sh 11 noK construed as a guarantee that the syste i c ion as designed. Date - Inspector -7 -----r---------- -------------.-- No. 2 V U L/ 3S Fee r THE COMMONWEALTH OF MASSACHUSETTS ` • PUBLIC HEALTH DIVISION - BARNSTA LE, MASSACHUSETTS Migpogar *pgtern Congtructionertnit $ Av Permission is hereby granted to Construct( )Rep ' '( pgrade(K)Abandon( ) System located at rn n d�c U.n 7,f i' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to 1 comply with Title 5 and the following local provisions or special conditions. Provided:Cons ctio must be completed within three years of the date of t ' p z �� /y 1 Date: � 1 � _Approved by U TOWN OF BARNSTABLE LOCATION V10110SEWAGE#�' VILLAGE SESSOR'S &LO7M3 6_ INSTALLER'S AME&P O�NO - I � • r SEPTIC K CA A� 6 b LEACHING FACEUTY: (type (size) Y. S NO.OF BEDROOMS BUELDER OR OWNER PERMrrDATE: —1 2 1 —o4 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet ;Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by iA 2 - 24 3 -- Z-7 ! . 2— 3 1 r at .FUN-09-2005 07 :57 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01 Town of Barnstable Regulatory Services Thomas F. Geiler, Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Offica: 508.862.4644 Fax: 508.790.6304 Installer&Desigmer Certification rm Date: J V i er: 1 nstaller: R , Des gn _ Wtl _fi � �jL Address: Pq Address: CZT6 FomsLda/p ma On 3— ) 2 was issued a permit to install a (date) taller T septic system et23 based on a design drawn by 4 • f (address) hr0 dated -3 ^1 9 — 02— _. signer I certify that the septic system referenced above was'installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with MR 10r changes (i.e. greater 10' lateral relocation of the SAS or any vertical relocation of any component of the se c system)but in accordance with State & Local Regulations. Plan revision or certifie as-built by designer to follow. a�0L1A OF 14Ass cy 9 • ARNE H o OJAL.A er s rgnature CIVIL CA No 30792 GIS-T \� sSrONo� ECG ( x stamp esigner's rgaature) Designer's er e p B A 1DVQ'rABLE PTJBL 'HE TY D N. 5UTOT FT R TE ARE RECEInD BY TIM BARNSTABLE PUBLIC HEALTZ DMSION. JHANK YOU, Q:Henitl,/Soptic/Designer Certi5eation Form n L JUN-22-2004 09 :44 AM DOWN CAPE ENGINEERING 508 362 9880 P. 02 Jun 21 04 Olt26p RESCOM RRC14ITECTURAL INC 15087599002 p. 2 W 4rIla T l4 a a� • • N � re w � asarr 'ai�T'� � • � O� wee r� a MN elf^► � 'w � M . lIf �!V i • o � a JUN-22-2004 09 :44 AM DOWN CAPE ENGINEERING 508 362 9880 P. 03 Jun 21 04 0112Gp RESCOM RRCHITECTURAL. IMC 15067599902 p. 3 . A AM IN R • �pp� Z L • Mrs • -------- --- i • �I Rpr 08 04 11 : 49a RESCOM RRCHITECTURRL INC 15087599802 \ p. 3 � s 711 i� Al � I I V 9 y S o i. OR kd �ii L— r js- t s • ------------ C ' '------------------ A : • • fq.• 0..r • �.• — i 4� r` n � y � � N i Rpr 08 04 11 : 48a RESCOM RRCHITECTURRL 'INC 15087599802 p. 2 • ZR a-za \ p now 1 � "N • soft ! � • � � b i T 4 n zn . ` LI O►.• � O A • ; i • o OR 34 .Pl 1 p - --• • ------------------ ' < g N �w • • • •w.�� . •..••..••t O N T cr n -- -� • s 1 ----------Lfto some � ° y� � � • .i II LI P.II s Z r � � T q in sn o-a .rne r.► r.► rn rr► F.y F.K f .rn o-a h � y OLEc - Apr 08 04 11 : 47a RESCO.M ARCHITECTURAL INC 15087539802 p. 2 cr C 1 � � S7 ' • na am NT d . woo. • ja ors L S Sn • er V M a ~o,. • �,x • i y p J A t ♦ s-z •liar_ ___ •�.•••r.I •r .�• x t •r•onea .....• .� O T GO cr -s .rn rn o-n r .rK nr rn wo FK • y W h O 1 oFt r Town of Barnstable Regulatory Services r r r spRMAS&I.E. Thomas F.Geiler,Director rFpr,,prA Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 30, 2001 Cape & Islands Glass 73'Iyannough Road Hyannis,Ma 02601 Re: SPR 013-01, 73 Iyannough Rd, Hyannis (R343-006) Proposal: Proposed 113 sf two story addition Dear Sir or Madam: Please be advised that this application was approved at the Site Plan Review hearing on March 29, 2001 with the following conditions: • The storage space shall consist of 1,264 sq ft. This area is not to be occupied for any extended amount of time. All labor in this designated space is restricted to storage activity. • Dedicated office area shall consist of 1,038 sf. • The applicant is limited four glass workers and two office workers (total of 6) until such time that this property is connected to town sewer. This application has been referred to the ZBA Sincerely, Robin C. Giangregorio SPR Coordinator Q:B1dg\sitep1an\2001\C&Ig1ass Vi, 1 , 2/22/01 SPR 013-01 Cape &Islands Glass, 73 Iyannough Rd, Hyannis (R373-006) Dan Oj ala appeared before the panel seeking approval to construct a 113 square foot addition to the Cape&Islands Glass facility on Iyannough Rd. The second floor of the proposed addition shall be dedicated to storage. The purpose of this proposal is to provide additional workspace. Mr. Ojala informed the panel that this is a pre-existing, non-conforming building located in the HB zone. The building is very small however it does meet the 100' front yard setback. In addition, it was noted that the lot is almost entirely paved. Mr. Ojala reviewed the proposed improvements including a small island on 28, drainage & sub-surface leeching, and roof liters (to be tied in). There is no amendment to the sewage flow as the space is for storage. The applicant acknowledged that some zoning relief would be necessary. Planning reviewed the potential ZBA issues including lot coverage, and encroachment concerns resulting from the proposed additional square footage. Mr. Ojala declared that this proposal is not increasing the non-conformity but actually increasing the conformity. Parking provisions were discussed. It was noted that this is"...more or less a common parking area". Mr. Bill informed the applicant that the ZBA may want to see a lease agreement(allowing off site parking). Mr. Ojala responded that he was unsure if a formal agreement exists Signage was discussed. It was declared that the off-premises sign(3X6) is pre-existing. It is.shared with D'Olimpios and retains a"grandfathered" status. Engineering inquired about interfacing with Mass Highway regarding the curb cuts. Mr. Ojala responded that they are prepared to do so but they do not believe that it is necessary. When it was pointed out that the plan reflects a closed curb cut, Mr. Ojala acknowledged this and subsequently agreed to correct the issue on a revised plan. It was determined that granite curbing shall be provided for the island. Health inquired about existing above-ground or below-ground storage tanks. The applicant admitted that there is an oil tank. Mr. McKean noted that it was not depicted on the plan. It was determined that this is a new tank(as of last year). Mr. McKean advised the applicant that Health had no concerns over the dumpster but that the Fire Department may have concerns regarding the location. "The largest issue", he stated, "is the size of the lot in a WP zone. Its limited to 330 gallon per acre per day. This limits you to 90 gallons daily. You show four employees." After some discussion, Mr. McKean advised the applicant"You are limiting yourself to four employees. You can't exceed four and your flow will be limited accordingly". Mr. Ojala responded that there was no intention to increase the number of employees. There are two workers out front and four glass workers for a grand total of 6 employees. Mr. McKean also reminded the applicant that this is only a condition until such time that the town sewer becomes available. Connection is mandated upon availability. The Building Commissioner reiterated that approval of this application is subject to the limitation of no more than 6 employees. At this time,the Commissioner determined that this is an allowed use by special permit. The applicant was advised that this proposal shall be referred to the ZBA. Discussion ensued regarding parking and the unusual situation involving others driving through this lot to access another. The applicant was required to submit a revised plan that would correspond with the designated uses. The Commissioner asked if an easement had granted. "Can your customers use the parking lot?"he asked. The owner responded, "I'm not sure". "You have no customer parking"the Commissioner declared. Reconfiguration of the parking area was addressed. It was suggested that the curb be pulled back in order to maintain a 12' aisle. A swap of green space and pavement was noted. Ultimately it was determined that the revised plan should reflect the elimination of the island (between the buildings). Conclusion: Continued pending a revised plan. It was noted that the final approved plan shall be referred to the ZBA. •r - I PA VE 1 7. 89 ) I EDGE P / N C �� 33 91 T Os s 68 0 0F�) rn T m Sra/ l s • l O . \ O // s s s \I O i 0 38.56 ' 1 6.85 ' (O �. o �\ N ,-T� � o x o I y 1 PROPOSED RENOVATION CAPE ISLANDS GLASS COMPANY INC . 73 IYANNOUGH ROAD-'lop HYANNIS , MASSACHUSETTS ! -1Tr 7 - - S': JI ' � L==, } . SIGNAGE HER H�H 0 � 0 � ` 7_� '°'� 00 � iv ARCHITECT; RESCOM Residential Commercial Architectural, Inc. Architecture P.O. Box 157 Monument Beach, MA 02553 Phone (508) 759-9828 Fax (3681 759-9802 S E P T E M B E R 0 7, 2003 ,s "'> PROjECT DATA \ I,yIL[t['¢,11REMENTJ WILD!Nb lLAIFILATION AP°LILABLE LODES MEAN�i OF EGRESS - GROUP B(BU51NE55) ACGGf IBILITY-521 CP4R-ARCHITECTURAL ACCE,'_�(FIRST FLOOR ONLY) BUILDING CON5TRUCTION-MP.�iS,6TY.EDITION(1999 BOCAJ A'-PER l80 CMR EXIT TO bRADE(MAIN LEKL) GONSTRIX�TION T'FE - MECHANICAL-MASS.&TH EDITION(1449 BOLA) TYPE SB-COMBAT@LF - PL01451 6 AHD GAS FITTING-MA55.PLUJ $WS AND FUEL 6A5 CODE 74B OMR(B/4A161 MAS5 CNCRbY CODE t1IHBER OF STORIF,aS - MACS ELECTRIC —19]l CMR 13 DO) 2-T'-0"FEET41 ` );EIGM AND AREdLIL'11762Jp-d_' -1 sno 0 -e '>'• -:STORY(BO FEET) ArION5 • PR�PD.SLP , -FIRST FLOOR 1045 SF SECOND FLOOR- -60 5F. -TOTAL- ]005 S.F. 11IN i r__-.___-_:�T I\A -- I ' A, ` c i--b OIL TAN<TC 9-0' -- _.--._ ._._-_._— I BE�M�Eo � --- _ ._ rtA - _- -_-- , Es C 0 M Architectural, Inc. P.O BOX 15/MUN v ------------- -+L._11----------1 -�-._._.—...___. ,� -n - -- --- I WFNI BEACH, A 63663 M KIL.TO e51 erl 8 OFTIFTIerC 8 i.. r r I _--- R 'd t! I & C ! I OrrICE r I , Architecture K.YrL - TOP or NA L TO BE,'-b-I- 6.'O.C,NTN:?4'I PL`,YIOOD l ` SAYY.U'CONCRETC SLAB TO PROVIDE FOR LfORK.L T`ER •O-X_'-O'x I•-O" I I V I TOILET ROOH CILMIONCALTpzl�oP mr0R Tr 7•_T•,__.. _f- \W2 -- ------ "',FSBAD,EACtl wAY,BOTFOM_ NI'T RIFYFROPEPBERIMSUNOERFOGTIN61, 1I5AWCUT CONCRETE FAO? A i5 •'X A'X VA' ppI < 7 vATCN Lpe REiE It-OR Phane I5081 7F.x 15081 759-9802 RREE'FCR NtJv '� -- TIIEC-T71--------- -- Y — ._ I fO NATU'.Ex15iINb. ; ; , CDNTACl PF RLON CI! 'IIY G NCJDIJIAN PROJECT NAIE L LOCATION PROPOSED RENOVATION _ r m _...____... 2'MTAL.ruz pb5TWP'_. CAPE & ISLANDS GLASS ;1/ wASID RSAAnLnd2l DRYNALL. CO., INC. REMM� 5TOR y 1_-- sb STORAGE 73 IYANNOUGH ROAD j 5 HYANNIS, MA I I/3'OPFYT PROM EXI5TIN6 1 I f ' EXIStIRS OVERIEAD DOOR TO REMAIN.1 _ L011CR[TE PW1. AD TO REMAIN _ TS' EXGT OrT3BE DQ7R _ , 2'METAL FLRRIN&5TR.o5 r Rt4p0 CONCRETE NEW FOO!OVERNANI, a Ib•0a.KRTCALLY,IR' S'-0'CLEAR —— — — — w INSU ATION I/2'ORYrr1ALL I MID BLOCX AS RFI311RQ'iai `— — — — — {' 'I I ND,5TAIR , SNOW ROOM Y`-4 Hy CEPTFICATION 11 RD40YE AMP BLOCK Poop T YlALLS poor To FQAOATIW 9b� .. ` iEIP G✓65 0. d 20 EXISTING REMOVAL FLOOR PLAN -10 All d In' ',t^' '� d..,leen m,t./I.I. er.ln 9.n PD••rl^9 b , �'•f,'< .•,/,,,� on.tltut..er191n.1.nd unpubII h.d work of the ~ SCALE VA`•P-0' A Arehlteet•nd mAy not be duplio.led.uud or t A3 "t dl.1...d.1th_t w.IH•n em 1 of th.A,.hlbet. 9612, 'I - I- ©1999 RESCOM ARCHITECTURAL.MC. 22 til42" MAIN LEVEL PLAN W-2 ff Q S,ORA5EHECN n �/ I'x, IT-5 1/2' v GENERAL REQUIREMENTS: vnrEL — ?�•% C , 1. ALL DIMENSION'ARE TO FACE U OF STUD NLE55 INDICATED OTHERWISE. EXISTING/ REMOVAL. L y h bi: 9 2 ALL EXTERIOR PV L FRAMING SMALL BE 2 X 6 CONSTRUCTION MAIN LEVEL, SECOND OFFICE b -b AND AJ1 INTERIOR WN-L PRAMIN6 SMALL BE 2 X 4 CONSTRUCTION UNLE55 12 OT1ERN1NO'�' LEVEL FLOOR PLANS, y - b� 5. ALL WORK SHALL COMPLY WITH TIME MA55ACH15BTTS STATE BUILDIN6 CODE,UO CMR r Y9 CAIA1'TER 56-ALL MUNICIPALITY ORDI.AND BY-L.S. ROOF PLAN & NOTES O 01-- _ - S ♦. ALL RDS FOR AND BUILDING MATERIALS SHALL MEET OR EXCEEDREC06N12Y.D INDV3 Y O I SlrliS STANDO ARDS FOR EACH APPLICABLE TRADE 5. REGARDING BUILD NG MAMATERIALS,FROUNDATIOI NS AND TRLGMtAL.DC916M CRITfa3AJ=FE:NTS _ REVISIONS OFFICE 11�II' (+ b. SMOKE DETECTOR REQUIREMENTS OF,SO CT MR FIRE EPROTEC BEEN T ON SYSTEMSON THE PLMOKVER,THE ARCHITECT ,p BEARS NO RESPONSIBILITY FOR THE DESIbN,FINAL PLACEMENT.OPERATION OR MAINTENANCE I PROCEDURES OF THE HOUSEHOLD FIRE WARNING 5YSTEM. 2 2 q r ,� - TEW r- OFPICE AREA - D EMP f D 3P AREA GALGULATIONS 03089.00� U — O mAX ROOF PLAN SCALE,ve••P-O" T 5'�ilA' nemaSAl �O-0•7-03 ��\ FRST FLOOR AMA / OFUR�PALL TO `/ 5H�AREA.S65 BWARE FEET 865 SF, ALIGN KITH NALL — OFFICE AREA.160 50)ARE FEET Ib0 SF. .c.LLC --- Sk— AS NOTED —I MA 2. M .CZONC FLOOR AREA 111AVANC INJMNF.N .—_—_. l STORAGE AREA,ITS SQUARE FEET ITS 5F, OFFICE AREA•lfT 5OVARE FEET ,bi SF S=i �A:.i'-11`/ LA559'-I TOTAL OFFICE AREA.96T SQUARE FEET %,5F OABOVE TOTAL 5NOP,5ToRASE AREA:IOM SQUARE FEET 1035 5F. A — ] A A-5 SECOND FLOOR PLAN ` I SLALEI/4'.I'-0' II` 4 RESCOM Architectural, Inc. P.O.Box IST MONUMENT BEACH,W 02533 1, Renidenfial a Commercial I Architeclure — Phone ISOBI 758-B82H Fea Is..1 759-9802 CGNIACT P1 f.50N GNI GONI- NWON I AN I PI1OECI RILE A LOCATION --- PROPOSED RENOVATION CAPE & ISLANDS GLASS CO., INC. 73 — - — 'I H ROAD HYANNS, MA ---- O .—ORrwALL — DRrwALL — CEIUN6-7 II ..-__-` 1I01 .7 a'6 T� LEGEND CEILINGDRYWALL CEIUN6 �— ' I� Ex'i -- WA ILLUMINATED EXIT 516N �� �ATIDtI'LEILINS��, I®I --�5 ____ I — PANEL �\ �S —1EYI SPIPa DETECTOR rypey.�/—(\/������� �---- 90'MH I /\ III II/'�I� pRyyyeyy ��11 IE!EPT IJrCTOP. __. .--- I R-R —REM E?0,61ri GY LIbXnNS PROJIDE 9/D'lYr4`!('TYPILAL CEWN67 I �J All d,e MnB end-lit..eslerleI eppaA ring here In FOR CEILIN66. 10'�`TRAY CEIUNS NEI6M i O —/IEw F11E e%nNaAstffR oneUlutee eriBlnel end unpuhllehed work of the A,chlled WlMend e•y nRl he duptice Ld,uesd a, y \ �\ O dbelRea�� ExIT NEVI EXIT SISN d euf written wneenl of the Areheel lt 05 \ ��- ©IBBB RESCOM AIICNITE NC CTURAL.I . ' t �ORrwML I�I —1®'l 12^x 12'E%NAV6T VENT CWRACTOII . QS i CEILIH67 L U-2 O FE E%n Y� ". 1®N 2 x 2 R0.REaGRIT LIGHT PIxMtE TRUE O 6G I —NCiY I x A FLaSMSCEHT L16HT FIXTURE -_ CEILINGEM LgeYIyALL - CEILING—r I ,/05 9L'E4L' ACAIF - I CD E RIYL1w GLL � E11T LIGHT FIXTURE Tet 2� DCEGW&HT O7 TO BE IR.F{ O 2 ��D � �ISENOTED LNINGTIC REFLECTED TED _ CEILING PLANS T LEGEND O —NEW RECEs#�c INCAN�fSCefT uGHnNG CEILING AWLES CEILING ANGLES DOPH DONoi q Yw A-5 MAIN LEVEL REFLEGTED GEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN - REVISIONS SCALE.V4"a I'-0' r - ------------------------------ -------------------------------- 03089.00 10-07-03 Al NOTED �7 DMWNGN AER 1 I RESCOM Architectural, Inc. - AS i .. - .. ... .. � r.0.BOX IST MOH !!W BEACH.MA 02563 Re5fdantial ooCommercial r _ Architecture L I L hone II-�-1 J. ILJ_1J �i�.�j a —-- - -- _-1 I --- ---- --� II P 15081 75S-S828 Fa.(508)758-S802 C017AC7 P[1601j rhl WHI'G11(l 1i'Al: N/LE t LOCATION _-- -- -- ---__ -.- -- -- - _- �' ---- -"' PROPOSED RENOVATION -- — - WINDOW 5GHEDULE CAPE & ISLANDS GLASS SI6NPGE5cA_c v4•.rv' CO. INC. FP=1 _ _rr r r rl '-- ----- -- -- - -0' % 73 IYANNOUGH ROAD (n� L � � �:�-�J — HYANNIS, MA �II El D E� -- -- E_J- �a a I--��ISi146 4 �MN6 Ell F111 uooc:7 _ - C811FICA7m 5-o- RIGHT 51DE ELEVATION %ALE Ih1•.I'-0• •0 4 Al drawing and wrllLn vu lerl>I.PpearinS herein enalltutea original and unpubllah,d work of the Archlbcl and may net b.dupgc.l.d.umd or - - dl.eie.ed without written.....M of the Architect ©ISSS RESCOM ARCHITECTURAL,'Hia O • CONTIIACipI 9� " .. .. O OINWW if RE' UZI . FRONT ELEVATION ® RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION m WINDOW SCHEDULE REVISIONS -- ------------- g'4' --I'-(r•ftADIUS _____________________........._--------__----_-__ Q rliet[I W.__ O 03089.00 -- E mn a iau 10-07-03 AS NOTED —� e REAR ELEVATION LEFT 51DE ELEVATION a • RESCOM Archifec Pura 1, Inc. I A F P.O.BOX IS7 NIONLMENr BEACH MA 026SS ` L I' Residential Q Commercial TOP OF SIREN 84`IN 17 A.F.F. -- Architecture .AU FYT ON MIN.IT'PROM wA,u TO FRovr or BH1U �I 50"X 45"LLEAR— I I FLOOR Be I I L' -�• Phon.1508175E-E828 Fa.1508175E-E802 9•..-96"A.F.F COv7AC7 PCRSCN GRfG7h 1'_-IfiJCJFJ/AN— I PNOACT WM A LOCATION J — - .-7-- - PROPOSED RENOVATION slcdlASE TO BE IYSrAu.EO ON r1E wA:.L L —�J ADS EwIcTHELATc.scCOFVCR--- CAPE a ISLANDS GLASS o CO., INC. ( I 731YANNOUGHROAD HYANNIS, MA 4 — I 1� t—I-- i r1ATER CLOSCT SHALL BE IT"TO 14`FROM FLOOR TO TOF OF BEAT - \ CFATFICATIDN I.-5. AR dnwing.nd wrl0.n mot fl.1.ppo ring h.rdn • ADA SIGNAGE ELEVATION vn.8mt..v,lgln.1.nd unp.bO.h.d-1,.11h. 5/7`-10 mchit-t.nd m.y not b.dup8c.1•d.u.•d or TYPICAL ENLARGED HGP TOILET ROOM di.clo..d•JiMvut wriH.n cvm.nl vl lh.Archibct Blue /o'•I'-o• ,� ©I88E gESCOM ARCWTECTURAL.INC f CWIML7011 8' • NEW PAPB2 rove. P ♦ O �♦ Nea SOAP DISPENSER—T HRRQt B'1• Ib' � 6' S•a• VI 08AM►G 7fRE fiRAB GAR trRAH BAR ❑ O o INTERIOR ELEVATIONS 8 NEw TIOLEi PAPER IgL06tam Now maN �� 4 L,V. �` ,' o � '"Y. DETAILS REVISIONS Non. P TANc PREVENTS LOLATION Or ISRAB BAR, DRAIN AND HATER PIPES DRAIN AND HATER PIPES ADA SIGNAGE TNC BAR MAY EE INSTALLED B'A504 THE TO BC'•RAPPED PdrR INSULATION TO BC HRAFPCD PUTH INSULATION — TA REF.52,LW-50A5 REF.521 LHR-50AS REF321 CFTB-5062F SLALC-1/2'•V ,,- ----------------------........-.-_-___.--_-.-_____ ELEVATION A ELEVATION B ELEVATION G ----------------- SLUE.IO'=1'4` SLALC.I!2'•I'O` SLALC.IO'•I'-0• •:A'. �. ' �- �'t 03089.00 ENLARGED TOILE? ROOM PLAN ,AND ELL-NATIONS t r' 1 ` �;v NAII 10-07-03 a. awl AS NOTED I., "Z7 - i. STRUCTURAL DES-ION CRITERIA STRU<, A. r-ONSTRUC,710N NOTES 1 611 1.0 vr5l&N CRITERIA. I.ALL CON57RDCTION SHALL COMPLY THE RESCOM FOLLOWING OOTLINES M:NIMI)M PERFORMANCE STANDARDS FOR KASSAC�WSE Z5 ETA�1 WILDING CODE Ito IM.R PROJECT AND THE"AISIG LFON ri'ICII SHOP DR*H(INIC,I Ir ANY)WILL BE REVElc ICI TYPICAL AL 6TH EDITION AND ALL APPLICABLESTATE AND Architectural, Inc. I TrRNAIE STANDARDS(FOR REC�REHCNTS NOT OTHE."15E INDICATED LOCAL CODES OR RE6U-ArC,N-1-SHALLBE IN EZTI,j SPECIFIC-,ION OR RELATED PKANA1145S), APCABLZCODE eINCLUVINIS H61 M r Y STANDARDS RE�RiNCEP THeRE-IN)OR PKCPUDI)C7 m^HLrAC,7%RE`R5 COMPLIED WITH DURING CON,51KLC� Y ON RELO M1f[NPEV 67ANE�ARV,�!CHEVER 15 THE MORE:STRINGENT rCR A PARTICL-AR TENT P.O.BOX 157 MONLIMENT 0"CH,MA 02SU T CR CONOT11IN 2 THI'�PRA^,H&15 FILED TO ETON TENANT 2.0 DEAD LOADS. RENOVATIONS.ALL EX57114G BASE BU G,ILDIN 2.1 SrRIZ. 5HEATIHINS, COWIT�I CTION PREVIOUILY A�CVLV, Residential & Commercial ILOOR5, ^,-IN 1HI11.T 1 1.11 ILY, : 2 CXTCR-Ok WALL`. 1/2'M.N.THICK CON FLY. e.NO i.MAN&c IN c6Rr5c,OR vr&RcvP. Architecture 2 -MIN RoOF5f 5/5 -, .COX PLY 22 nwf+r�-(THE FOLLOWING REPREEENTS 5TR,47U1kA%L DESIGN(CRITERIA,NOT FINISH SPCCIF16AT,;OX5: 4.ALL MATIFIRIAL5,A55EMLIES AND rQI T�, 2.21 FLOOR FiN15HC5 A.ENTRIES,BATHROOMSAW KITCHEN AREAS ASSUME THIN-SET SHALL CCMPI-Y WITH STATE CERAMIC TILL OVER '2-6CMEw rE,tK��Axv N,NncRLAYMiiNr 2,22 FLOOR FINISHES AT OTHER HABITABLE AREAS: ASEUYIE 5J4'HARDWOOD FLOORS DOLDIN&CODE I"CH,R,brH EV;TIO. -12-5 --ILL WITH 1/2'CEMENT FIBER BOARD BACKER 2.2,5 HALL FINIS- ASELlE CERAMIC W4 ATTJV ANC 5HOMERS;:/2'BLILIEDOARD AW PLASTER AL' OTHER LOCATIONS E.ALL INTERIOR PINIE,#C5,5JCf'E!NrC CrILIN65. CEILING rINISHE-E. ASSUME lI*OLUE13CAkV AND FLASTICK FIRE RATED ASSEMBLIES,FIRE STOPPING, Ph...45081 759-9828 F..1508)759-9802 mnd 2=.5 ROOF FINISHES ASSUME HEAVY PLYT,ARCHITECTURAL&R�C ASPHALT 5HIN6LES. AND PIKE RETARDANT NOOC SHALL COMPLY CON7ACI Fj-f,.�ON CREOEY SHWNiAN 2.5 MANIHILIA OEAV LCAV or io PS . ;TH THE MALSSALH/SETYS STATE IEUILDINS CCD1- 9.0 LIVE LOAV-�. ICO CHIR,61.EDITION PROJECT N"I LOCATION 91 FLOOR LOADS: :.:12 OPFCC:AREAS Sc P,,r (DR UNINHABITABLE ATTIC :2co POUND LOAD ci5TRIE�TCV OVER INCH 55.1JARE) PROPOSED RENOVATION ---AT-- 5.:� SNOW LOADS MA BUILDING LODE FOR-JOB SITE LOCATION CAPE & ISLANDS GLASS MA E%J;LVP�COVE FOR JOB SITE LOG ATION AND EXPO5,RE. 1.ALL MECHANICAL HORK SHALL COMIRLY ITH Co., INC. 4.0 ALLOWABLE DEFLECTION TIC-A-15Ar-W5ETTS STATE SOLVING CODE 73 IYANNOUGH ROAD L I t .1 FLOOR/CEILING ASSEMBLIES(INCLUDING SUPPORTING BEAMS)-INOTE HINVCXME. 100 CMIR,6TH EDITION AND MET NHZ. AND DOORE,-ASELlE NAILING TABS AT-AM55 AND HEADS"TH MANI HYANNIS. MA RELOMMENDE.r HEAD CLEARANCES OF APPROXIMATELY 1/2-) 1 2.AC)JJST EXISTING CEILING VlPrLSERS AND 4::.l LIVE LOAD 1111TIO1, L11 I TO I'll. 4.2 TOTAL LOAD VC-LECTION, LIDO UP TO 5/4"MAX, GRILLES AGCOROIN LY 50 AS TO AVOID ANY VBSTRLW.TIORE,FROM WH PARTITIONS 5.0 MATERIAL'. OR EOI)IPHIENT PROVIDE NI CEILING P:FFLK-C-IRS, 5.1 FRAMING DIMENSION LUMBER AND GRILLES AS NECE56ARY TO MA114TAIN LOAD BEARING DIMENSION LUMBER FOR JOISTS,STJC*,PLATES,RAFTERS,HEADERS,OFAMD,AND GROEIRE,ETC SHALL PROPER VENTILATION CONFORM TO PCX PS 20,AS LISTED IN ISO GIMI APPENDIX A,AND TO OTHER APR ICABLE STANDARDS OR GRADING RULES AND SHALL.BE 50 IDENTIFIED BY A&R^=MARK OR CERTIFICATE OF IN5P[V-TlON 56WED By AI APPROVED AGENCY THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADE�ATE 5 PROPERLY"SUPPORT ALL DUCTWORKAND INFORMATION TO DETERMINE F5.THE ALLOWABLE STRESS,IN BUNDINS,AMP V,THE MI0VVU.05 OF FLAS716f�. . PIPING FROM BUILDING 5TRAJCTURE TO PROVIDE 5.1.1 ALLOWABLE JOIST SFAW5, THE CLEAR SPAN OF FLOOR JO 5TS SHALL NOT FxOpED THE vALvL5 SET FORTH A VIBRATION FREE INTSALLATION. CETOFlCATBN IN TABLES,7&0 CMq AND THE MOOVLOS,OF ELASTICITT.E. THE BUILDING SECTION A STRESS 1-4 BENDING,P5,5HOPiN3605.2S.IA,INSib,05.2.5.10 SIO-.25.1C.THE TABLES SHALL NOT EXC47-Cl THE VALLE5 5MCIPEP IN TABLANDES ACTIJAL 5605.2.3.ID AND 5605.2.5.1E LISTED AT THE END OF 100 CMR 5609.2. 4.PROVIDE FIRE DAMPERS AND A55OCfATUP SCALE:1- 1'-0" 5.1.2 ALLOWABLE SPANS• THE UNSUPPORTED SPANS FOR CEILING J015TS SHALL NOT EXCEED THE VALUES SET ACCESS PANELS WHERE REWIRED By NFPA FORTH IN TABLES 100 GMR,%05.2.AAA INRCX�560S.2ADO. THE�. TED SPANS FCR PAHTERJ� qOA At=LOCALCODE,FOR=C-S THAT EXISTING OR SHALL NOT EXCEED THE VALLIFS,SET FORTH IN TABLES 760 CMR,5605.2.4A THROUGH 5605.2.4., PENETRATE FIRE RATED ASSEMBLIES. NEW FLOOR FN5H 5.19 FLYHDOP SHEATHING: AND WOOD STRUCTURAL PANELS 1,6EP FOR STRUCTURAL PURPOSES SHALL CONFORM TO DON P5 1.DOC PS 2 AND HFMIA(ANSI)HIP.A5 LISTED IN ISO CMR.APPE1101.A. ALL PANELS SHALL BE NEPI OR EX 51IN5 IDENTIFIED BY A GRACE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. S.MECHANICAL SYSTEM�13E TESTED AU d-4..d-111..-t.,Il•pp-i.g h­I. RBFLOOR PLYWOOD AND V400C 57RA.ICIMAL PANELS SHALL COMPLY WITH THE GRAMS SPECIFIED IN TABLE 700 CMR,5605.5-2.I.A. AND BALANCED AT THE COWL"ON OF -W.1...,Igl..l..d..p.bffh.d-k of the 2.PLATE EILOTED To I ILANGE SABA rNrRr USED AS SLOFLOORIN5 OR COMBINATION 5MPLOOR UNDERLAYMENT,WOOD STRUCTURAL PANELS NO .ANY MODIFICATIONSREOLIIKM SHALL A,.hit..f..d XX.y not be 4.plk and.t.d. d or SHALL Be OF ONE OIHATNC ES,SPECIFIED IN TABLE 160 GMR,36052.2.1.1A. WHEN SANI PLYWOOD .1...d wUh.ul-Ift-- NTN.5W 13LOIS AT 24"OL.5`1� IS USED AS A NX.t Bf th.A!.hIt..t COMBINATION SUBFILOOR LINVERLAYMENT,THE GRAVE SHALL BE AS SPECIFIED IN BE MADE 50 AS TO HAVE A PROPERLY 180 CHIP.5605.5.2.1.0. WORKING SYSTEM. OC logo RESCOM ARCHITECTURAL,INC. STEEL BEAM CONTRACTOR SOLID FOOD®.00Xp1G 80.TQi ALL BEAMS.HEAVERS AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS,OR COMPOSITE(BUILT-LIP)LI/L BEAMS, C. FLLJME3INr7 NOTES TOY®1,1174 5115,I-Ab,BOLTS.24'OL. SHALLBE AS MANUFACTURED By TRUE,JOIST-CMILLAN OR APPROVED EGUAL, ALL SPANS,LOAD CAPACITIES, AT 24.OL.STA&EERW BEARING CONDITIONS AND FASTENING SCHEDLLL",SMALL Be AS FMOUIREC,BY THE MA)4PACTURER. I.ALL PUJMBINM,r4DRIC SMALL COMPLY WITH THE JOIST HANGER 6,0 INSTALLATION STANDARDS MA55Ad-1W-&1rT5 STATE PULR-OWING,CODE Wh D(STINS 6.1 FRAMING SYSTEM. WESTERN FLAYPORM JO*T 6.2 WOOD POSTS AND JACKS SUPPORTING HOOD FRAM10415 6.2A WITHIN 2 X 4 WALL PRAWNS. 4 X A MIN D. ELECTRIr-AL NOTES WA I X 9 STRAPPING 612 WITHIN 2 X 6 KAU.FRAMING: 4 X 6,OR 6 A 9,(REFER To PLANE) 6.2S ALL AVOID FO5T5 SHALL BE CONNECTED NSW CEILING 11.54 TOP AITIN METAL P05T LAP A.G.OR A4ETDY`HEH1`P0=.FRAMING AT 1.ALL ELECTRICAL WORK SMALL COMPLY WITH 6.5 COLUMNS(BASEMENT OR EXTERIOR LOC,ATIOW.) 3 1/2-LALLY COU."15 MASSAC WT15 STATE EULDIN6 LODE;ARTICLE 51 DRAWK 7ffLr- 63.1 BASE FLAT55; SPRINGFIELD DEAKINS PLATES reLPIEV TO COLUMN. ISO CHICK,15TH EDITION AND THE BOARD OF FIRE (2)IA'LAG DOLS X 5-LONG 6.5.2 CAPS(CONNECTIN&COLUMNS To HOOD FRAMING), IHGPELD BEARIN& PREVENTION REGULATIONS;521 CI-IR THROIJISH BOTTOM OF FLAMBE PLATE5ORSIMPSOM*dC'TYPE COU"LAPS To POST SECTIONS NOTES 64 ANCHORS,CONNECTORS AND HANSL9L5 2.EXIT 516145 AND LIGHTS SHALL COMPLY WITH 6.4.1 SIZE,CONFIGURATION,LOCATION AND 12UANTITIL-5 TO MEET WIND,EARTINCILIAKE CODES REFERENCED IN SECTION V.I.ABOVE 6 X 6 MOOD POST BEYOND AND GRAVITY LOAV5. STEEL BEAMMOOP DETAIL #1 6.4,2 JOIST HANGERS TOP FLANGE TYPE ILWLE915 NOT FEASIBLE)SHALL BE USED AT ALL USE ALL-UL"LABELED ELECTRICAL MATERIALS. CONNECTIONS AS REWIRED MANGERS SHALL BE IS&A HIM WITH ALL HOLES FILLED SCALE.11/2'.1'-0' AlrH KrMIREV PAWENE", 3.FIELD VERIFY LOCATIONS AND ARRAN&EMENITS 63 WALL PRAMING, OF EX15TING SYSTEMS AND EGUIPMENT. 63.1 ALL EXTERJOR.MALLS SHALL.BE 2 X 4 OR 2 X&(AS INDICATED ON PLANE) W.M 2 x 8 P.I.70P PLATE MTH EXTERIOR WALLSHEATHING SMALL BE FASTENED WITH I=NAILS AT 10'0 6 AT 4,PROVIDE 5UPPLEMrNTRY OR MISCELLANEOUS ANCMCR BOLT5.40"04 INTERIOR SUPPORTS,AMP IOP WAIL5 AT 6-O.C.AT PANEL EDGES,UNLESS OTHEFUNI59 REVISIONS NOTED ON PLANS(U.6NJ ITEMS AND DEVICES AS REWIRED TO SECURE 65.2 2 X 4 INTERIOR SWM BEARING MALLS SHALL BE 2 X 4 5TW5 AT 16-O.C.WITH BLOCKING AND PROVIDE A COHWLETV OPERATIONAL AT H MID HEIGHT TYPE M)U 0 T FOR WALLS OVER'I FEET HIGH AND METAL X-BRACIN&(SIMB-SoH STRONG TIE SYSTEM. IN .. 6.6 FLOOR AND CEILING FRAMING UNLESS NOTED OTHERH15E ON ATTACHED ........ PRANIN&W, DIMENSION LUMBER 6b.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL RCXJ&H OPENINGS. E. Ar-(:,E5SI5ILT`r .......------------------------ -------...... 6 B.2 PROVIDE SOLID BLOCKING OETINE-EN JOISTS AT BEARING WALLS RUNNING PERPENDICULAR I.ALL NEA WORK SHALL COMPLY WITH THE NPARTITIONSALL AND BETWEEN J01575 TO EITHER SIDE PC PARTITIONS RUNNING PARALLEL TO rRAMIN*. I-------------------- 669 PROVIDE SOLID BRIDGING AT 8 FT MAX,O.G. RULES AND RIE6ULATION5 OF THE ARCHITECTURAL ACCESS BOARD:5:21 CHIR,AS IN EFFECT 2/25/M6. U EN RvIP/C TOP CORSE OF 6.64 PLYNOI�V GLOP OCIR SHALL BE GLUED ANV NAILED WITH Do NAILS AT 10-0 C TO INTERMEDIATE 030 IT SUPPORTS ANDL 00 WAILS AT 6"OZ.TO PANEL EDGE GLFrORT5. 8 9 BOND Br&M WITH SOLD 5FOX)T AND I�CAR. 6.1 RAFTERS(UNLE55 NOTED OTHERINI51E ON ATTACHED DRAr,,IN&5j. VIME�ION LUMBER. ----4"X 4",X I/V T5� 11�0-0T-(��3 END. FROV,mri-I VERTICAL PAR 96,oci ILL Von SOLD p". &9W. AN W&WX PULL 3 Ir2'X 1/4'Y.6'ANILC , -AS NOTED 31/2 HI OF HALL iow a 4'-O'Of.ALLr TO TS AND PROVIDE , WWNG 14UMBE)l MEN 2 X 4 5�. ON THE 2-offi..5(zi-EXP�,CN FLAT 0 16'04.VERTICALLY. BOLTS AT EACH AN&LE O / ."60 - I " �-112-X -X II'BASE PLATE WITH 2`/4'X 6' EXPAN5 ON 5M75 1571 X N&b.CowC.TE,. BXXXXXIBBBBBB* BLOCK WALL TO REMAIN BOND BEAM DETAIL 02 SCALE.11/2' 1--0- T.5. FASTENING DETAIL #5 SCALE,W-r-0' LEGEND ---------- — \LI P05T RESCOM H[ANl Pc1521N01GA[^J, Architectural, Inc. 3 -- - ....----- - ----- - C P.O b0X 151 MON.MENi!EACH.MA 025521 . I �U'VIDF iOL:U U_(JGK11V6 Residential OTmerCIa Architecture �I :-.:.--`-�-�-------- — - -'— -I - o :`. I - -- - --- 2 x to GCuna --------I---- ' - ---rcP a WA:i.To BE-,b.IN Xl \\- _1- I I Ph 15061 758-0e48 i 1508I 759-9802 GMiORAGC IMF I ..:f; I J I ry1 I CIAVIAC:one P[fl5(XJ Gfl((Wfie.Y SIIILYM'IAf 1 II I IEOECT 1NLE 1 LOCATgN �PR_E LP VCJ[R PARTTCA___Qo: OLLCLC'R lROER PARP.T:ON _..I ---- -- --rT- ICI i� ---- ---I I PROPOSED RENOVATION CAPE 8 ISLANDS GLASS CO., INC. of 73 IYANNOUGH ROAD HYANNIS, MA �— 71 \ / - - LOITFICATION e X 10 CELM X15f5 15b OR 96 LP:)to Ib'OL. { All drawing end wriften materiel eppeering h.,eln + omtltutee origlnel and unpublleh.d w.,k of the — — — Arohlteet end m.y nat be duplice tee,used or L .. diecloud wiR+eut written cement o1 tlu Architect 9-19N'X I?LVL \_ ©1990 RESCOM ARCWTECTURAL,INC. A A `T RET{fi RO ROOF FRANp16 RAN ' A-5 MI5 5rEEi FOR DRAILS COMIg.1C106 5EGOND FLOOR FRAMING PLAN SLA�.1J,•.rq^ 5EGOND FLOOR CEILING FRAMING PLAN DEAWNG TITLE' 0 X'10 RAFT96• ' ro•oG. FIRST FLOOR FRAMING, SECOND FLOOR CEILING FRAMING & ROOF FRAMING PLANS IS "xh 7/B'LVL REVISIONS °a. t� ]%10 RAFTERS. 7 IO RAFTBLS e Ib•OC. Ib•.00.—r ____________-----------____------------ -------------- ________ i N ��w 03089.00 pdlyy , � 10—OT-03 7 x 10 RAFTFRS. Ib•OG. - x�,-- xo AS NOTED a A rnnwlNc wr,eex ROOF FRAMING'PLAN �Z i TASEPTIC SYSTEM DESIGN DA q SAWCUT AND REPLACE PAVEMENT AS REQUIRED. SEPTIC CALCULATIONS: o!/ PROPOSED SLAB 24"I.D. H-20 MANHOLE COVERS BLOCK UP D-BOX, 24"I.D. RISER SEE.PAVEMENT SECTION EXISTING CONDITIONS: PROPOSED CONDITIONS: 4 , TO GRADE, MORTAR ALL COMPONENTS• OFFICE: 1038 SF (75GPD/1000 SF) -78 GPD OFFICE: 1038 SF (75GPD/1000 SF) -78 GPD FOUNDATION. H-20 RIM EL. 20.0t STORAGE: NO SEPTIC FLOW GENERATED -0 GPD STORAGE: NO SEPTIC FLOW GENERATED =0 GPD MATCH EXIST TOP PRECAST EL. 18.84 �a !r FIRST FLOOR EL. '; 8,0, TOTAL FLOW EST. - 78 GPD TOTAL FLOW EST. - 78 GPD (EL. 21.07 t) �0 4/ yrQ . :• : .- .•: 2.0' 2.0' 2" PEASTONE AND 19.16 10" _ FILTER FABRIC NOTE: 1. PER TOWN 330 RULE, SYSTEM REPLACEMENT ALLOWED IF NO INCREASE IN DESIGN 14" OVER 3/4" STONE FLOW IS PROPOSED. 4"OSCH 40 PVC 4"OSCH 40 •;; 18.90 TEE TEE 2' AT 1 X 18.62 °o°o�o�o�o�°o 18.45 0 000 e= o 0 0 0 0 0 0 0 p O o 2. TITLE 5 LIMIT FOR "NEW CONSTRUCTION" IN A NITROGEN SENSITIVE AREA IS O,EtfS �� - 1500 GAL H-20 GAS BAFFLE :' 18.65 0000000o000000 15 AT IX 0000 0 0 » 440 GPD/40.000 SF: 8261SF (440/40000) 90.9 GPD > 78 GPD O.K. _ SEPTIC TANK " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0�i 3/4"-1-1/2 STONE 120^0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o q DOUBLE WASHED FOUND. TO S/T 4' UQ. LEVEL H-20 D-BOX ON 12- COMPA,CTED GRAVEL0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o / C PIPING 13'*AT ACME OR EQUAL ACME D85 H-20 OR EQUAL 1 /� TITLE 5 DESIGN FLOW: 78 GPD r FOUNDATION ( 2.0 X SLOPE) _; 4,.•. •. r� INVERTS LEVEL FOR 1ST 2' I INV. EL PROPOSED FLOW DIFFUSOR LEACH SYSTEM BOTTOM STONE I USE 200 GPD (MINIMUM OFFICE SYSTEM) FOR SYSTEM LEACHING 6" GRAVEL do MECH.~ DEPTH OF FLOW 4' WATER TEST D-BOX FOR LEVEL L 18.30 ELEV. 16.30 J SEPTIC TANK: 'i COMPACTION (TYP.) TEE SIZES: INLET DEPTH = 10" D-BOX SAS 78 GPD•200X- 156 GAL. REQ. : USE 1500 GAL H-20 SEPTIC TANK SEPTIC TANK OUTLET DEPTH = 14" 5' UNSUITABLE SOIL REMOVAL REQUIRED iO LEACHING: USE (2) 4'X8' FLO DIFFUSORS WITH 2' STONE ALL AROUND AND I 2'-10" DOWN TO MEDIUM SAND LAYER. �0 1.04' BELOW OVERALL DIMENSIONS 8.0' X 20.0' X 2' EFF. DEPTH REPLACE WITH CLEAN MEDIUM SANG BOTTOM CAPACITY: 8' X 20' - 160 SF (.74 GPD//SF) - 118 GPD SIDE CAPACITY: (8 + 20)(2.0)X2' 112 SF (.74G D/SF)-83 GPD " SEPTIC PROFILE 201 GPD O.K. 26 MAP (NOT TO SCALE) BOTTOM FUTURE TESTHOLE LOCUS M EL. 10.0E SCALE 1" = 2000� NOTE: TOWN WITNESSED TEST HOLE TO BE PERFORMED PRIOR TO FINAL PLAN APPROVAL. DRAINAGE CALCULATIONS: HEAVY DUTY H-20 COVER EWE 8 1/8" NEAT'SAW CUT AND REPAIR LDARIILILE(2)roRAINHOLES CN I COVER RATIONAL METHOD: 20 YR. STORM PAVEMENT AS REQUIRED PAVED ROOF AREA: 4200 SF CN-0.95 SEE PAVEMENT SECTION ADDRESS: #73 IYANNOUGH ROAD ( ROUTE 28) HYANNIS MA 02601 GRASS/WOODS: 12 SF CN-0.35 8" H-20 FdtG EL. 19.2t PARCEL 24" COMPOSITE CN - (�4200)(.95)+(1200)(.35))/5400-0.82 ASSESSORS MAP 343 A CEL 6 COMPACT BACKFILL IN 6 SEE PAVEMENT CROSS SECTION 2'X 2 GRATE (TYP.) FLOODZONE: C BARNSTABLE PANEL 5 Q-CIA - 0.82(4.OIN/HR)(5400/43560)(448.8)(1/.7)-261 SF REQ. LIFTS (TYP. ALL DRAINAGE) r GROUNDWATER OVERLAY DISTRICT: WP USE ONE 6'-8" X WO LEACHING PIT WITH 2' STONE AROUND- 266 SF MIRAFI 140N FABRIC OVER H-20 TOP STRUCTURES MANUF. LeBARON, BROCKTON. MA MODEL: LT 105 R SERS T 12"O HOPE D Ft WEIGHT: 430 LBS 3 MIN. PEASTONE AS REQ. ADS N-12 OR EQ. ev LOT SIZE: 8261 S o t Y H-DJ RISER do 0.19 AC.*) do BRICKMORTAR USTING COURSE ( ) SET LEVEL TYP I CAL ACCESS QOVER 6 , .>tis: 2.d' ( Pnr t: N (TYP.) SCALE: 3/4" 1'-0" S H40PVC A 2% IN PROPOSED OWNER/APPLICANT: LABEL SEWER OR DRAIN AS APPROPRIATE l N FROM ROOF D INS ? 12"O VB&PIP ISLANDS GLASS CO. INC. \ ' V H-20 ^^ CAPE & SLA \ n j PROPOSED \ N 73 IYANNOUGH ROAD, HYANNIS MA 02601 1000 GALLON s CONTACT: TOM CONNORS JR. 326" \ \ v .~ •O •_ H I cO LEACHPIT 1000 GALLON PRECAS PH. 771-7742 \ I X62 8 SHOREY SOU ` DEED REFERENCE: DEED BOOK 12662 PG 268F7 \ 1,� 6 X6 8 S GREY 24" \�xs LPt000H-20 dR EQUAL I BASIN H-20 OR EQUAL EXISTING USE: GLASS REPAIR SHOP \ PROPOSED USE: GLASS REPAIR SHOP \ 1 \\ EXISTING CURBING (TYP.) =•• ' \ 6" WASHED STONE UN 2' SECTIONAL PLATE _ 2' MIN AROUND PIT EXPANDED ❑000000❑ �j SECOND FLOOR STORAGE/OFFICE \ STRUCTURE NO INCREASE IN OFFICE SPACE OR D000000❑ 24" \ O NUMBER AS EMPLOYEES PROPOSED. ❑QOOODD❑ \ 6" LOAM SEED DISTURBED AREAS \ 4x G o, NOT PAVED (TYP.) SECTION TH R U DRAINAGE monclFinolDDDDOODOO N Fxi Ig3� �O �� " NOT TO SCALE ZONING DISTRICT HB: » ao TO RF C Cv s�� �, \ �O 6" 6 MINIMUM LOT SIZE 40,000 S.F. NOTE: PRE-EXISTING NON-CONFORMING SITE ti ❑❑DODO❑❑ 22 I 21 iti RB �'� ,2 4 MINIMUM FRONTAGE - 20' EXISTING PROPOSED ❑000000❑ CVT I V SETBACKS: REQUIRED e Q » 34.0 ❑000000❑ 3" VENT UNSUTABLE SOIL G h' \\ 0 4 PROPOSED SAS: O O FRONT 60 ( 100 SUM) 3 .0 r' `9J' \ \ O O O 1" TOPCOAT MASS DPW SIDE 10' MIN. (30' SUM) 17,1 (37.1' SUM) 17.1 (37.1' SUM) 2 FLOW DIFFUSORS WITH � • REAR = 20' 36.6 36.6 2' OF STONE ALL AROUND o S o RE ROUT WATER LINE 133� 00000 ; TYPE 11NQ MAX. BLDG. COVERAGE: 30y 12.6% 12.6x AND i.04 STONE BENEATH 'LEEEE IF WITHIN 10' Of \`� 00000 6" `y FRONT YARD LANDSCAPE SETBACK: 45' GREEN STRIP ALONG ROADS \ KING SYSTEM _ _ O O o 2" BINDER EXISTING SEPTIC SYSTEM °' \ �9' \ O O � O .CATCH BASIN 1N HB ZONE: PRE EXISTING CONDITION. NONE EXISTING TO BE REMOVED AND REPLACED M �. � U�9. T sTj C \ \ D000� PROPOSED: 4't WIDE AVG. WIDTH PLANTER WITH ONE 3" TREE WITH COMPACTED SAND. ° H I 0 t 5•, Rf CV \ O°O°O '%' .. ..,° O O O O o O O FRAME AND GRATE _ _ ` - N Re ° O O O O O o o O O �, UTILITY POLE - \�� N't7R� \ 1 °O°o° °O°°°O°°°O°O°o n GUY WIRE, 4» 1,� » ,... _ R4�: PR OSED,DRAINAGE . . . Hy, .3 O o O a.• , O O O O O O O 1 SCALE. 3/ 0 � � � -. � � a P;; �-_�_ __�,:_S - _ _ � ,... c _ .. i .. <, 1 ROCES ED GRAVE , N •8013 F f1261 SF 97.OR S TSC�r =7 ___ G _-___- [� E? ., / _. _ O...1 O O O O Q 2 L DEVELOPED SITE. EXISTING 5 PREVIOUSLY .. Q O �,-.,_• __ ., +� ...._.__._�.� -�".,_ � i 1GHT.:PGA 1 YAr'7 1 IGr-1T r ' WP DISTRICT. SOX MAX. IMPERVIOUSMINIMUM WEIGHT. 388 LBS. ' P IMPERVIOUS - 7976 SF 8261 SF- 96.6% >:.....,,,.: . . ,.. -,' ND � , ST. E O O O O 0 O O O O 0 PROPOSED E , O O O O O O O �.�: ' RED LAND' S/T�„• � R•0•W. � ��NF COMPACTED p°pOp . MDPW M1.03.1 VIB. ROLLER COMPACTED y 30% NATURAL STATE PREVIOUSLY DEVELOPED SITE: EXISTING 248 SF 8261 SF- 3.09. _ _ O O = °o°o°o°o°o°o°o FIRE HYDF'�ANT + PROPOSED - 285 SF/261 SF - 3.4% �2�SE61 GRAVEL M 1.03.1 O O O O O O O O O O o � 00000 d y 000000000000000 21 _ ., N T EXISTING BUILDING COVERAGE: .,....,,.....,._ • MAP 343 0 . .. . ,, ." ..... ..r�_,.._ , 8 .,.... 000°0 0°0°0°0°0°0°0° SIG V 6 � EXISTING EASEMEN 0 0 O�o F 8� :� DOC. 1784,624 O O O ' .' ' 1038 SF/ 8261 ,SF - 12.6% (NO CHANGE PROPOSED) ' o°000 SQ EXISTING SEPTIC LOCO ��� � o O0o0000000�00 °ODD CEMENT CONCRETE 2000 PSI MIN. MAX. BLDG. HEIGHT: 30' PROPOSED: <20' TO TOP PLATE o a ( ' � 0000000000000 000 IF CURBING SET IN EXISTING PAVEMENT. • PROPOSED ACCESS COVER Z 8261 f 0.19 A ) ENCHM K: a °' �� O o O°O°O°000° ° °O O CUT NEAT LINE 6" FROM CURB LINE AND REMOVE _j f W FLOOR SLAB S O O O O 000 O BINDER, BASE AND 0 CRETE E. REPLACE _ LEv. 21.o7 0 0 0 0 0000 EDGE OF PAVE NO BERM c� a PROPOSED 20.0' k W n BUILDING 2ND FLOOR VERTICAL GRANITE CURBING 6"X18" PARKING CALCULATONS: W 17XI CAPE do ISLANDS q 1 EDGE OF PAVE W/CURB EXISTIN GLASS Co. ry 15'0• �o PAVEMENT CROSS SECTION 460 WATER GATE PAVED PARKING 35 98' '4 EXISTING CONDITIONS: PROPOSED CONDITIONS: , OFFICE: 1038 ,SF (1/300 SF) = 3.5 SPACES OFFICE: 1038 SF (1/300 SF) 3.5 SPACES (a C / R NOT TO SCALE 4t.0 PROPOSED ELEVATION STORAGE 1038 SF (1/700) -1.5 A •� TOTAL SPACES REQUIRED: 3.5 ~ / '� `� TOTAL SPACES REQUIRED: 5.0 -41 EXISTING CONTOUR INCL 8 OFF-SITE ? SpgCES �/ ���2 PROP. 3"CAL. TREE 10 SPACES PROVIDED ( ) ,p /• �•� j co O. wo0i PROPOSED 3` CALIPER SUPPLEMENTAL PARKING e1, I / 21 ' GENERAL NOTES: . PER AGREEMENT WITH ABUTTING PROPERTY 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS OWNERS. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING p80 CEDAR STREET 33.6.5. €I€ VINCENT D'OLIMPIO TR. ?30. MAP 343 ! CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE b 80 CEDAR STREET REALTY TRUST SITE(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR DB td569 PG 40 / W PCL 5 PLAN EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. # SS 2. ALL CONSTRUCTION MATERIALS, CO MPONENTS AND METHODS EMPLOYED ON THIS / QQ PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS / h / OF LAND IN AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBUC WORKS STANDARD (� � Dp g RUDER Q'r 'v2 / SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. HOSE (1/2" ID) ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. B A R N S T AB LE (HYANNIS) MA D BARNSTABLE HEALTH REGULATIONS. w 12 CA 4� -DOUBLE STRAND MA E � s P 343 M A f 3. VERTICAL DATUM IS NGVD29 GALV ANNEALED TASTED WI PCL 8 10 'O / CCESS NT �1 TREE WRAP. LAP ENDS # 80 EgSEMENT;/ PREPARED FOR I 4, TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 12/00. 00 NOT ST co 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED, ���� ������� GLASS . ,1 3 STAKES EQUALLY " AROUND TREE 2 VNIL 'LOCATION APPROX. IYANNOUGH R 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO �1 // SPACED V-0' FROY�IOf�, G.I.S. / / / % #7 3 ROAD BE USED FOR PROPERTY LINE STAKING. STAINED DARK BROWN. 7. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1 // P�in1E0 VERTU AKES DRIVEN A WITH WIRT ANGLE E 24.0• / 22 / INSPECTION BY OWNERS ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. 111 YIN 4-' BURIED EXISTIN SCALE: 1 ' 20' DATE: 2/14/01 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. PAVED, ARKIN3 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. Mtld 3' DEEP SAUCER wnH REV.: 3/21 /01 (OFF SITE PARKING, 10. PROPERTY LINE INFORMATION FROM PLANS AND DEED AND SURVEY INFORMATION WHICH MAY BE 3 W" SHREDDED BARK MULCH 1 SEPTIC FLOW. MISC.) SUBJECT TO SLIGHT MODIFICATION DEPENDING ON ADDITONAL SURVEY WORK. J REV.: 3/18/02 (ESMNT, DUMPSTER £ j FOOTPRINT) 11. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS. PEDESTRIANS, "^';� r' :.::•;�'^•,, DGE Pql OR NEIGHBORING PREMISES. .` ' REMOVE BURIO FIE�TOP /ye HALF OF ROOTBALL A .r,. �•` � � fax 508 362-9880 o •� . I :•, - ROB^\y • off 508-362-4541 � 1 a.;� COMPACTED SUB GRADE OF MIX SITE PLAN DF M� ARNE H. �`4'� ARNE y down cape engineering, Inc. SCALE: 1"=20' C AU1 H. iv 20 0 20 40 60 Feet CIVIL y � 6 CIVIL ENGINEERS 12" 12" d s a� LAND SURVEYORS i ; DATE OJALA, ` ` 939 main st. armouth, ma 02675 TREE PLANTING DETAIL y 00-304