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1550 IYANNOUGH ROAD - Health
15Iyannough Road/Route 132 - - -- Barnstable - - A — 254 o€`jv,e rl �,��'v� G1 V!✓16 al a / e IL �f sur how 4 - h, (fpd r ecrlr)s° LVdvik )( —S. vjdc,. 5--�-,ram-� ,/1�M ��• c.�� -�'c�G��r o r L-"N p . a � ° 1 ° ° TJ� .. •' __ -- - 1. 4 r� - ` � I • r" •'is -_ � ,- • - - ` L , a - - lk rY - - • , f 3 �� �' f v u✓1 (/�� a 1(�i'1�'�j Y P P4 Surma ow JSec) , 4 "2 S 4 . LO=x-A "LION b ` SEWAGE PERMIT NO. VI L LAG E 13aClvk) INSTALLER'S NAME A ADDRESS e U I L D E R OR OWNER E�y�n rttj �e q P c i DATE PERMIT ISSUED DATE C0MPLIANCE ISSUED o III d ` e ASSESSORS WP NO: 6-S L0, t: A,71[ I0N S r , SIT 0. fiS a2 PARCEL NO.. I S � 't pl- / NAME A ADDRESS B V I i. 0 E F1 OR OWM IR r)t 1/7/1 -7-,,-*U' DA ; k C 0 M P L I A N C E I S 5 U E D Q -ig - gS s � t� ,f o ``'�rV/ A Y J .(v 1 Its Town of Barnstable, MA Page 1 of 1 Town of Barnstable,MA Monday,February 12,2078 Chapter 36o. On-Site Sewage Disposal Systems Article VI. Groundwater Protection § 36o-13. Connection of certain structures to public sewers when available. A. The owner of any commercial structure located within an area of concern as defined in the Town of Barnstable Area of Concern Map, dated January 16, 2003 (FILE: sewer_aocs2.dgn D.S..T.P.),will be subject to connecting said structures to public sewer when available. B. The owner of any multifamily structure located within an area of concern as defined in the Town of Barnstable Area of Concern Map, dated January 16, 2003 (FILE: sewer_aocs2.dgn D.S.T.P.), will be subject to connecting said structures to public sewer when available. C. The owner of any subdivision located within an area of concern as defined in the Town of Barnstable Area of Concern Map,dated January 16,2003 (FILE:sewer_aocs2.dgn D.S.T.P.),will be subject to connecting all dwellings/buildings within the subdivision to public sewer when available. D. The owner or occupant of any building upon land abutting on a public or private way,in which there is a common sewer,shall connect the same therewith by a sufficient drain. 1�`l�Iy +1 111 rvj) sue. dp'A https://www.ecode360.com/printBA2043?guid=6561721 2/12/2018 i Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M. GSM 1582 lyannough Rd Property Address t� Crystal Hyannis LLC t Owner Owner's Name information is required for every Q rn s fa l'I e Ma. . 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection m t}1 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 Michael T Bisienere use the return key. Name of Inspector Cape Septic Inspections Company Name 624 Old Barnstable Road Company Address Mashpee Ma. 02649 City/Town State Zip Code 508-280-3356 S13938 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: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 03/30/2017 Inspector's Signature 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 is a shared system or 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 1 of 17 ota- vs Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC _ rY Owner Owner's Name information is t required for every Hyannis Ma. 02601 03/30/2017 page. Cityrrown 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: ® 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: 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 I Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 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): f 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System r Page 3 of 17 Commonwealth of Massachusetts w W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 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. f ❑ 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 ❑ Z Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged.SAS or cesspool ❑ ® 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 'h day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts N W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c,M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 _ page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of,a surface water supply or tributary to a surface water supply. ❑ Z. Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® 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.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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 ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1582 lyannough Rd Property Address Crystal Hyannis LLC t Owner Owner's Name information is Hyannis11 Ma. I 02601 03/30/2017 required for every Y page. City/Town State Zip Code Date of Inspection C. Checklist t Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?.(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system'components, excluding the SAS, located on site? ® ❑ 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? ® ❑ 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: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ . 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-3/13, 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 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is Hyannis Ma. 02601 03/30/2017 requirey d for every page: City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection El Yes [I No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail Sump pump? ❑ Yes ❑ No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Bank Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): 6,220 SQ. FT. Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 i r Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1582 lyannough Rd Property Address - Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. QWTown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? El Yes ® 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 N . ❑ 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•3/13 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 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 z 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: 1985 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): ' Depth below grade: 44"feet Material of construction: ® cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet V , Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): P Depth below grade: 35"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene El other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) El Yes'❑ No Dimensions: Standard H-20 2500 gallon Sludge depth: 3" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 I_ Commonwealth of Massachusetts w W Title 5 Official Inspection Form , , Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601' 03/30/2017 - page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 3" Scum thickness r , Distance from top of scum to top of outlet tee or baffle 35" r Distance from bottom of scum to bottom of outlet tee or baffle 5" How were dimensions determined? Sludge Judge . t Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): I would recommend the new owner put the septic tank on a maint. plan with a local septic pumping co. based on the future use of the home.The Barnstable Health Dept. has a list of local septic pumping Co. Grease Trap (locate on site plan): - Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness 1 Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins-3/13 Title 5 Ocial 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 ,M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection 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: i3allons per day Alarm present: ❑ Yes ❑ No Alarm level: n ,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•3/13 Title 5 C"fcial Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Oil Depth of liquid level above outlet invert 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.): At the time of the inspection the H-20 D-Box had no visible signs of past hydraulic failure or leakage. 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.): r. * 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 L I Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: TWO ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions:' ❑ overflow cesspool r number: I ❑ 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.): The leaching pits were dry at the time of the inspection. t - 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 Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface.Sewage Disposal System•Page 13 of 17 - f Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): hydraulic, 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.): t5ins•3/13 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 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. City/Town 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: ® hand-sketch in the area below ❑ drawing attached separately 1 f7 , _ I ,6 r 4 t5ins-3/13 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name information is required for every Hyannis Ma. 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) , Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 17 plus feet feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record 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: I You must describe how you established the high ground water elevation: I augered a hole at a lower elevation and shot it with a transit to show five plus feet of seperation. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 41 4. Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments GSM , 1582 lyannough Rd Property Address Crystal Hyannis LLC Owner Owner's Name - information is requiredquired for every y H annis Ma. 02601 03/30/2017 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file i O V N� Wzc? t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 Town of Barnstable Application for Site Plan Review REVis�� Location Business Name: 1582 Route 132 Assessor's Map and Parcel Number. 254-014 1582 Route 132 Hyannis MA Property Address: Owner of Properh� pklicant Name: Crystal Hyannis L.L.C. Name. Joseph Keller Trustee Address: Crystal Hyannis L.L.0 Joseph Keller, Trs. . Address PO Bog 430 c/o Keller Davis Co. 100'Derby Street Osterville,MA 02655 Phone: 508-420-0226 Hingham,MA 02043 Pao• 08 20 09 Phone: 781-740-2010 fax: 781-740-4330 Engineer AttOMPY Kevin Kirrane,Esq. Name: Sullivan Envinegring Inc Name: Dunning& Kirrane . Address: 7 Parker Road Address: 133 Route 28 Osterville Mash ee MA 02649 Phone: 508-428-3344 Phone: 508 477 6500 FAX: 508-477-5697 Storage Tanks Zoning Classification Existing rJone Proposed � p Number: Number. District: RF-1 Groundwater Overlay: WP Size: Size: " Above Ground: Above Ground: Sewage Daily Flow: Underground: Underground: Lot Area: 2_25 Aerec _ Fire District DarnStahle Contents: COIIteIItS: Number of Buildings Utilities Sewer—Publi nvate Existing: . t Water— cc �'vate Proposed: Electrical—Aen ergroun Demolition: Gas—�ropane Total Floor Area By Use Residential: Parking Spaces Curb Cuts A B Office: 6 260 e, F Required: 44 Existing: 1 2 Medical Office: Provided: 49 Proposed: I Commercial: On-Site: 49 To Close: 1 Wholesale: Off-Site: Totals: y 2 Institutional: Industrial: 4 (Specify Use) _,1Rq11k* fia fines_ *GP or WP areas restrict wastewater discharge to 330 gallons per acrC per day into an onsite sewage system . Town of Barnstable Assessors Division Page 3 of 3 � A 3; Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area (Finished) UHS Half Story (Unfinished) CAN Canopy FUS Second Story Living Area (Finished) UST Utility Area (Unfinished) FAT Attic Area (Finished) GAR Garage UTQ Three Quarters Story (LIN FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfi FHS Half Story (Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story (Finished) h > :ug Back - Home Departments Town Information Contact Town Hall Website Developed and Maintained internally by the Town of Barnstable Information Systems Department Town Hall-367 Main Street- Hyannis,MA-02601 -508-862-4000 DISCLAIMER: Although we strive to provide accurate information,we are only human. Please consult directly with the appropriate department if there is a question of accuracy. Copyright 2001©Town of Barnstable. All Rights Reserved. http://www.town.barnstable.ma.us/comeonin/Departments/administrative_services/Finance:... 7/3 0/2002 Project: Joseph Keller Location: 1582 Route 132 Date: April 23, 2002 s - Project Narrative: The project site is a triangularparcel arcel of approximately 2.25 acres lying to the east of Hyannis. The property, and within the intersection of Route 2 and Old de eloped d aste 132,a bank in 1985 with the benefit of which is in an RF-1 zone,was originally all ow aU se Variance. Over the years Variances have also been grans in th building lower level space to be finished, and to allow for both retail and office u The current application seeks to convert the first floor of the building back to its with the lower floor remaining an office. There is ample parking, original use as a bank, P y change of use. and as was determined in 1996 the septic system The a applicant would also liketo�reopen A Title 5 septic inspection will be performed. PP the old entrance/exit way along Old Route 132 white closed i Paz�g'Plan-A�we close the entrance/exit way, which was created at t right to feel that traffic would flow easier if it could turn in off of Old Route 132 and turn no hanges access the drive through tellers. We have also submitted an which as an option to our proposed (parking Plan B), P to the existing entrance/exit ways (P g i Parking Plan- A. 4 i C n Old nines Highway Regional Historic District:. Not Applicable Approved? Yes/No Hyannis Main St/Waterfront Historic District: Not Applicable Approved? Yes/No previous Zoning Board of Appeals action? Yes In Area of Critical Environmental Concern? NO Project within 100' of Wetland Resource Area?, NO ote that all signage must be discussed with Ms. Urenas at the Building Department Listed in National and/or State Register of Historic Places?:, No Perimeter setbacks: j Front: 30' (Old Route 132) 100' (Route 132) Side: 15, Rear. 15' %Lot Coverage (buildings&pavement):. 40% Number of Floors: 2 Floor Area: 12, 20 s First s an Second i ower 6,260 sf(Qfficg) Other(Specify): Are there Accessory Buildings? NO Accessory Building Floor Area: Not Applicable Please provide a brief narrative description of your proposed project -� See Attached f 5 I I asserr that I have completed(or caused to be completed) this page and the Site Play Review Application and that' to the best ofmyknowledp, the information submitted hem is bve. Signature Date 4 DUNNING & KIRRANE, L.L.P. COUNSELORS AT LAW MICHAEL A.DUNNING* SHELLBACK PLACE EMAIL ADDRESS KEVIN M.KIRRANE 133 ROUTE 28 dunkir@cape.com ELIZABETH A.McNICHOLS BOX 560 BRIAN F.GARNER MASHPEE,MA 02649 WEB SITE dunningkirrane.com SEAN P.EARLY 508-1.77-6500 PATRICIA McGAULEY FAX 508477-5697 *Also admitted Illinois Bar August 2, 2002 Mr. Thomas A. McKean, RS CHO Director of Public Health Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Dear Mr. McKean: E.icic�sF:d pie: se fir..ci c�c;;urr.._n atior..suamit_e^ i c. YOV r office,:and issued by y-ur office,the last time the applicants vrerlt through. this process iIa v'99. 1he information provided in this documentation has not changed. It is my understanding;that chose numbers are not changing. The vault and utility room will continue to be used as such and the total office space square footage is 11,100 square feet,based upon 12,000 square feet of actual internal useable square footage and 900 square feet representing the square footage of the vault ar..d utility rooms. See correspondence dated June 11, 1999 from AM Wilson Associates, Inc. I also enclose a copy of corresponde_n_:c add.rtssed to the ow.rlct of the building from AM Wilson Associates, Inc. dated April. 29, 1999 an"d a x-py of Y m; rnorar,dum from the Board of Health dated March 20, 1996-which addressed:l;:J is:!.,i-relative to t.iie applicable regulations. Given the fact that the Board of Health concluded in 19)' that th,� office use, as designed, when converting the retail to office did not require any modification to the existing septic system, and given the fact that it is the intent of the applicant to,.inlize only the space that was utilized as office space commencing in 1999 after the issuance of said permits, I would assume that the Board of r Health's position would remain consistent and that the system currently situated on the site should be adequate. It is also my understanding that new regulations are in the works,which relate to commercial space and which would subtract space such as hallways, bathrooms,etc. from the square footage calculations. Under those circumstances,it would seem that there is more than enough capacity to address this office use space. Please get back to me after you have had the opportunity to review this additional documentation, should you require any additional information. Very truly yours, Kevin M. Kirrane KMK/jms Enclosures w:\dk9\kmk\zoning\crysta1 hyannis llc-bo-mckean ltr.doc '1 � 07-31-2002 02:13PM FROM A.M. WILSON ASSOC. TO 5084775697 P.02 i c A.M.Wilson Associates Inc. June 11, 1999 Tom McKeon, Director )Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 RE: 1582 Route 132, Hyannis ` "The Crystal Pineapple" (Our File No. 2.0948.0) Dear Mx. McKeon: At the site plan review hearing for the above captioned project held 6/3/99, you had asked to be provided with the capacity analysis for the existing septic system at the site. The system was originally proposed to service an office of 8,734 s.f. it is our understanding that the subject building footprint was +6, 140 s.f. with a full basement containing a vault, utility room and some employee space. No changes to the footprint have been undertaken since original construction. There have, however, been modifications to interior spaces. The result is 12, 000 s.f. gross finished space as permitted by Site Plan Review and ZBA in 1996. The required flow for the building as originally constructed was 655 gpd. The system as designed provided two 6' diameter pits with -effective depths of 3' . . Each pit was to have 41 of stone surrounding :it. This provided :107.8 s.f. of bottom leaching area and 263.8 s.f. of side wall leaching area. Under the 1978 version of Title 5, which was the version governing design of the system, and this will be the version used for inspection, leaching for bottom area was calculated at 1 gal/s.f. and side wall at 2 gal/s.f. Thus, the system as designed would have provided +835 gpd of capacity. The current permitted use of the building, a mix of office and retail, requires 700 gpd. Thus, the system would be determined sufficient for current use. You apparently concurred with this method of determining capacity in 1996 during the last Site Plan Review. P.O.Box 486 508 375 0327 3261 Main Street 5084281450 Barnstable,MA 02630 FAX 376 0329 07-31-2002 02:14PM FROM A.M. WILSON ASSOC. TO 5084775697 P.03 The proposed project is to convert the structure from its current mixed use of 12, 000 s.f. of retail and office back to 11,100 s.f. Of office use. The vault and utility rooms still exist and will continue to exist in the basement. They take up ±900 s.f. of space. The site is within a Wellhead Protection overlay District. Having been built prior to the inception of these regulations, the system is grandfathered. The ±835 gpd system capacity would allow for ±11,130 s.f. of office space to be provided within the building. This is slightly more than is required by the proposed project. Altheugh,we have not actually- performed a Title 5 Septic System Inspection -- one will be performed after the ZBA hearing provided the modification in use is approved — we have performed most of the required research. Based on installers cards and plans available in your office, it appears that the system was installed substantially in accordance with the project plans. The Barnstable Water District records show average water use for 95/96 at 833 gpd, for 96/97 at 710 gpd, and for 98/99 at 823 gpd. A leak during the 97/98 year made records unreliable. There are no records indicating that the system has been pumped. This should be done as part of the "Report". However, there are no indications of malfunction either; no wet spots in the lawn, no odors, no backups. We also know from the wetland analysis that the small wetland at the southeast corner of the site is perched. Since the bottom of the system was set +5.5' above the bottom of this depression, the SAS must meet current groundwater separation requirements as well. Please don't hesitate to call if you have any other questions about the project. Yours, A. N. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS Principal Environmental Planner cc: Joseph Keller Kevin Kirrane 699AW23/csp 07-31-2002 02:14PM FROM A.M. WILSON ASSOC. TO 5084775697 P.04 Town of Barnstable c Department of Health Safe and 3 � t7, Environmental Services Public Health Division 367 Main Street,Hyannis MA 02601 OMM 508-790.6= 11�amas A McKee FAX 5W773-3344 DitdQ of Pttblia�Iw1tb i To: Anna Brigham, Site Plan Review Coordinator FROM: Thomas McKean,Director of Public Health DATE: March 20, 1996 RE: #28-96 Crystal Pineapple The Health Department has the following 00mments/requirements regarding this application for Site Flan Review: • No objections-septic system meets the 1978 Code for bank and office space use. 07-31-2002 02:14PM FROM A.M. WILSON ASSOC. TO 5084775697 P.05 ASSESSORS MAP NO: 2S Y I. O CAT IQN C PERMIT NO.� r hh• / c INSTA LLERIa-1 r AME A ADDRESS UIL0Eyr Qit -ow mill of g uATE ? ERKIT ISSUED — . 07-31-2002 02:15PM FROM A.M. WILSON ASSOC. TO 5084775697 P.06 r � - LOCATION SEWAGE PERMI T NO. Q INSTA LLER'S NAME ADDRESS I! U I L D E R OR OWNER tiATE PERMIT ISSUED 4 - DATE COMPLIANCE ISSUED r F [ V ti J f 07-31-2002 02:15PM FROM A.M. WILSON ASSOC. TO 5084775697 P.O? C FILE Cur � A.M.Wilson Associates Inc. April 21, 1999 Joseph Keller Keller Davis company 101 Derby Street Hingham, MA 02043 RE: Septic System at Crystal Pineapple 1582 Route 132, Hyannis, MA (Our File No. 2.0948.0) Dear Mr. Keller In accordance 'with your request, we have performed some initial research into the septic system at the Crystal Pineapple building at Rte. 132 and Attucks• Lane Extension (Old Rte. 132) , Hyannis. In the performance of this work, we have reviewed the records of the Barnstable Board of Health and Barnstable Building Department. we have contacted the Barnstable Water Pollution Control Facility and the Barnstable Water Department. We have spoken with John Grassi, a septic system inspector who undertook an initial site inspection. We have also visited the site, although we did not enter the building. • r The building was constructed during -1985-86. The..9eptic system was designed to service an office building of 8,734 s.f. occupied space, requiring 655 gpd. As you know, the current building has 9,952 s.f. of finished space according to the Assessing records, and a permit to use P 12,000 s.f. of .space as Follows: 5000 s.f. retail ' 2000 s.f. warehouse . 1000 s.f. packing and distribution 4000 s.f. office. > Based on the 1978 and current Title 5, flow requirements for this arrangement are 700 gpd of system capacity. The Board of Health found the existing system adequate for this use during a 199.6 site. Plan Review (attached) . P.O.Box 486 608 375 0327 3201 Main Street 508 4281450 Barnstable,MA 02630 FAX 375 0329 07-31-2002 02:15PM FROM A.M. WILSON ASSOC. TO �: 5084775697 P.08 The real concern revolves around the age and apparent lack of maintenance of the system. Our inquiry to the Town Water Pollution Control Facility shows no record of the system ever having been pumped. With 13 years' of use, the system is significantly overdue for pumping and inspection. As you may be aware there is some problem with accessing the system components for purposes of pumping and inspection, since at least some of the component covers have been paved over. Further, the Board of Health records show two- installer's cards for this system. They were both prepared by the same contractor. They have the same permit number and date. However, they show the distribultion box in a dillferent location. (attached) . Because of the age of the system, lack of previous maintenance, and discrepancies in the duplicate installer's cards, it is essential that all system components — tank, D-Box, and both pits — be located, opened, inspected, pumped and inspected after pumping to ensure that the system is properly installed and in conformance with its design. We would also recommend attempting to ascertain if the required amount of stone was installed as this bears directly on the capacity of the system. We have located a small wetland approximately in the are enclosed by the 94' contour on the original septic system/site plan. Water stands in this area in the spring, (Consequently, it may represent Spring High Water Table. If this is true, then the system as designed provides ±5.5' to groundwater where the current. requirement is 51 . Thus, the groundwater elevation relative to the bottom elevation of the system should be checked carefully. A call to the Barnstable Water Department showed average water use for the building as follows: 95/95 - ±833 gpd 96/97 - ±710 gpd, i 98/9.9 - ±823 gpd. There was a significant water leak during the 97/98 period, wasting almost 200,000 gallons of water. Water usage for the site is ±12% higher than Title 5 would . project. If there is an irrigation system, that may account for the overage. If not, further investigation may be advisable. In conclusion, it is . important that the Title 5 Inspection Report prepared in anticipation of transfer be done carefully and . Completely. This will require disturbance to parking lot pavement. It may involve either survey, test pits., observation 07-31-2002 02:16PM FROM A.M. WILSON ASSOC. TO 5084775697 P.09 wells or all three. If the owner is providing the report, review it carefully to ensure it provides sufficient detail. Please don't hesitate to call if you have any questions. Yours, A. M. WILSON ASSOCIATES, INC. Arlene 1M.. ilscn, PWS' Certified System Inspector attachment cc: Ron Silvia 499AW34/csp TOTAL P.09 07-31-2002 02:13PM FROM A.M. WILSON ASSOC. TO ' 5084775697 P.01 Q A.M.Wilson Associates Inc. FAX NUMBER (508) 375-0329 to COMPANY/DEVARTMENT: Number of pages (including title page) : ^ CORKENTS: 46e- c'S;* 3 I& A (L. FROM: IF COMPUTE DOCUMENTATION I$ NOT RECEIVED, PLEASE CONTACT US AT (SO8)375-0327. doc:FAXPORM P.O.Box 486 508 375 0327 3251 Main Street Barnstable,MA 02630 FAX 375 0329 DUNNING & KIRRANE, L.L.P. COUNSELORS AT LAW MICHAEL A.DUNNING' SHELLBACK PLACE EMAIL ADDRESS KEVIN M.KIRRANE 133 ROUTE 28 dunkir@cape.com ELIZABETH A.McNICHOLS BOX 560 BRIAN F.GARNER MASHPEE,MA 02649 WEB SITE dunningkirrane.com SEAN P.EARLY 508-477-6500 PATRICIA McGAULEY FAX 508-477-5697 'Also admitted Illinois Bar FACSIMILE COVER SHEET. TO: FAX# RE: v DATE: FROM: Kevin M.Kirrane TOTAL NO. OF PAGES, INCLUDING THIS PAGE: If you do not receive all pages or have any problems with receiving,please telephone immediately. ADDITIONAL INFORMATION OR SPECIAL INSTRUCTIONS: ` The information transmitted by this facsimile is considered Attorney privileged and confidential and is intended only for the use of the individual or entity named. If the reader of this message is not the intended recipient,or the employee or agent responsible to deliver unto the intended recipient,you should be aware that any dissemination,distribution,or copying of this communication is strictly prohibited. If you have received this communication in error,please immediately notify us by telephone,and return the original message to us at the above address via the U.S.Postal Service. Thank you. V 5 DUNNING._&KIRRANE, L.L.P. COUNSELORS AT LAW. MICHAEL A.DUNNING* SHELLBACK PLACE EMAIL ADDRESS KEVIN M.KIRRANE 133 ROUTE 28 dunkir@cape.com ELIZABETH A.McNICHOLS BOX 560 BRIAN F.GARNER MASHPEE,MA 02649 WEB SITE dunningkirrane.com SEAN P.EARLY 508477-6500 PATRICIA McGAULEY FAX 508477-5697 *Also admitted Illinois Bar July 26, 2002 Mr. Thomas McKean Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Dear Mr. McKean:, On Wednesday evening,July 24,2002,:I presented a Petition in behalf of Crystal Hyannis, LLC in regard to the change of occupancy,.from brokerage.office to bank, for a portion of the premises (2000 square feet) situated at 1582 Iyannough Road(Route 132),Hyannis,MA. As you may be aware,this premises was previously occupied by the Crystal Pineapple and in 1999 both Site Plan Review and the Zoning Board of Appeals granted Variance Relief to convert the use of the building from retail to office. Earlier this year,my clients appeared before the Site Plan Review Committee,at which time, an issue was raised concerning the adequacy of the Title V septic system to address the demands placed on said septic system, as it relates to the current and the proposed use of the premises. I am enclosing for your review, a copy of the memorandum to the Site Plan Review Committee, dated May 3, 2002. It is my understanding that the conversion of a portion of this site (2000 square feet) to a Compass Bank Branch does not constitute a change in use under Title V and that it is still considered to be office use. It is also my understanding, based upon the regulations applicable to this site (given the fact that it was developed in 1983)that the system conforms to those regulations. I further understand that the Board of Health is not requiring any modification to the existing system and that it has no objections to the proposed occupancy change. It would be most helpful and appreciated if you would communicate with the Zoning Board of Appeals, in writing so it may be incorporated into the record, confirming the information Mr. Thomas McKean July 26, 2002 Page Two articulated above since there appears to be some confusion on the part of at least one of the Board's members concerning the Board of Health's position. Thank you in anticipation of your cooperation. Very tru4y yours, Kevin 11H. I�irrane Cc: Joseph Keller Arlene Wilson wAdk9\kmk\zoning\crystal hyannis-bob ltr.doc 05/0 /2002 14:46 50842Q'115 SULLIVAN ENG 1� C PAGE 02 .•� .tee. McKikh; Thomas- From: McKean, Thomas Sent:' Friday, May 03, 2002 10:43 AM To: Glangregorio, Robin; Perry, Tom " Cc: Barry, Ed Subject: Change of Use from Office to Bank/SPR#30-02 The Health Division has no objections regarding the proposed change of use from an ooflloe'to a"bank'at 1582 Route 132. Hyannis. According to the State Environmental Code Title V, a bank is considered an office; therefore the sewage flow would remain the same at 75 gallons per 1,000 square feet, . According to Arthur Trazcyk, in 1983, (before the 1985 Board of Health 330 Regulation was adopted)the Zoning Board.of Appeals approved the constructlon of a bank and retail/office space there; Including within the lower level basement. .. xOwti Town of Barnstable Regulatory Services 9NAM Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 367 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 30,2002 Mr.Kevin M.Kirrane Counselor At Law Shellback Place ' 133 Route 28,Box 560 Mashpee,MA 02649 Dear Mr.Kirrane, Thank you for your letter dated July 26,2002 requesting information and confirmation in regards to the adequacy of the septic system at 1582 Iyannough Road,Hyannis,Massachusetts. It is true that the Public Health Division considers a bank as"office space." A change from an,"office"to a "bank"is not considered a change of use according to the State Environmental Code,Title V. Therefore, the septic system would be designed with a wastewater flow estimate of 75 gallons per 1,000 square feet throughout the building. Upon review of several different files today,I discovered that there appears to be discrepancies regarding the square footage of office space within this building. According to the April 22, 1985 plan designed by Arne Ojala,P.E.,the septic system was designed for 8,734 square feet of office space. However,the Town of Barnstable Assessor's record indicates the total habitable area is 9,952 square feet. According to the submitted Site Plan Review Application dated April 24,2002,the total floor area of office and bank space would be 12,520 square feet. (The existing second floor office space floor area is 6,260 square feet in size. The lower level,consisting of 6,260 square feet of area,is proposed to be converted to"bank"use). Also,according to the April 22, 1985 engineered plan,the septic system was designed with a capacity of 967.6 gallons per day(with a total estimated wastewater flow of 655 gallons per day). However,according to page#5 of the septic system inspection report prepared by Arlene Wilson dated October 21, 1999;the septic system design flow was noted as only 835 gallons per day. I request documentation from a professional engineer regarding the square footage of office space,both existing and proposed,within this building and concerning the design flow of the septic system. These issues need to be clarified before I can provide written septic system adequacy information to the Zoning Board of Appeals which you requested. Sincerely yours, s .McKean,RS,LCHO , Director of Public Health r e NkdK- ean, Thomas From: McKean, Thomas Sent: Friday, August 16, 2002 9:15 AM To: Geiler, Sheila Subject: Crystal Hyannis, L.L.C./ 1582 lyannough Road Hyannis After receiving septic system capacity information and clarification regarding the total floor area this morning from Mr. Peter Sullivan P.E., the Health Division has no objections to the proposal to convert the lower level office space to bank use. I Please refer to copy of letter dated August 15, 2002 with attachment dated April 28, 1989 provided this morning. 1 Sullivan Engineering Inc. 7 Parker Road,Box 659,0sterville MA 02655 508-428-3344 6-mail:psullpe(&aol.com fax 508428-3115 August 15,2002 Thomas A. McKean, RS, CHO Director of Public Health Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Crystal Hyannis, L.L.C./ 1582 Iyannough Road,Hyannis Dear Mr. McKean, Per your letter to Kevin Kirrane on July 30, 2002 we have reviewed the square footage of office space, and the design flow of the septic system for the above referenced project, and have the following findings: Floor Area: You will find attached a letter from Joseph D. DaLuz,the Building Commissioner in 1989, which explains that the original building permit called for office space on both floors. This would have resulted in a floor area of approximately 12,000 s£ Although the Site Plan from 1985 only called for 8,734 sf of office,the septic system was over designed,and.had the capacity for the flow. According to the Assessors office the building has a living area of 9,952 sf, and a gross area of 12,440 sf for the first floor and finished basement. In our most recent Site Plan Review filing we called for 12,520 sf of floor area. We arrived at this number by using a planimeter around the outer perimeter of the building. We only used the larger value in our evaluation because we felt it was conservative, and the system has the capacity. Please note that we are not proposing an increase in office space,.and further do not believe that the square footage of office space has increased since the building was constructed. Septic Capacity: As you noted,the septic system was originally designed with a capacity of 967 gallons per day,but according to the Septic hispection by Arlene Wilson dated October 21, 1999,the system only has a capacity of 835 gallons per day. Ms.Wilson used a conversion of 2.0 gallons per square foot instead of the allowed 2.5 gallons per square foot of sidewall for the percolation rate of 2 minutes per inch or less. We have reviewed and agree with Mr. Ojala's original design capacity of 967 gallons per day,and as such the existing system has the capacity for nearly. 12,895 square feet of office. I trust this meets your present needs. Please feel free to call if you have any further questions. v truly yours, Peter Sullivan P.E. Sullivan Engineering hic. Cc: Kevin Kirrane, Esq. Members of The American Society of Civil Engineers and The Boston Society of Civil Engineers 4r ^ .'b Luz i � w/l�wt Coweriuiewes ' >ZLIr.HONG 77D.1120 XXT. 107 TOWN OF 13ARNSTA13LE BUILDING . INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02801 April 28, 1989 E . dward W. Kirk, Esquire Hunziker, McDermott, Kirk & Russell 182 Palmer .Avenue Falmouth, MA 02540 RE; A-254-014 1582 Route 132, Barnstable Building Permit #28690 ` Dear Attorney Kirk; Please be. advised that the to II wer level offices iri the building located at 1582 Route 132, Barnstable, were authorized b buildingy the original permit #28690 dated November 18, 1985 and are in compliance Appeal No. 1983-67. with Peace, seph D. D sep! uz Building Commissioner JDD/gr i i COMMONWEALTH OF MASSACHUSETTS r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS .1 DEPARTMENT OF ENVIRONMENTAL PROTECTION ' :o ONE WINTER STREET. BOSTON. MA 02108 617-292-5500 ' WILLIAM F.WELD TR[:DY COM Governor Secretar. ARGEO PAUL CELLUCCI DAVID B.STRCH! ' Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commission PART A CERTIFICATION 1� ' Property Address: 1582 Rte. 132, Hyannis Address of Date of Inspection:April 1999/October 21, 1999 (If differen /��/� Name of Inspector: Arlene M. Wilson ® n ,I �C/{/ I am a DEP approved system inspector pursuant to Section 15.340 of Titl �(310`Cl�ft 1 00 Company Name: Mailing Address: OX ; rp�Vp, 1 •r99 Telephone Number: Barnstable, MA �.`, T f. CERTIFICATION STATEMENT P ` I certify that I have personally inspected the sewage disposal system at this address and thatN14 jhfor�matim ported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training%la-ex,pae tfii e n the proper function and ' maintenance of on-site sewage disposal systems. The system: .X Passes ' = Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails 10/21/99 ' Inspector's Signature: �— Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or 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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: ' A] SYSTEM PASSES: X ' I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: Tank in.nPrtion was not possible to pPrfnrm as rnaar had, 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. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not. The septic tank is metal, unless the owner or operator has provided the,system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank ' as approved by the Board of Health. (revised 04/25/97) Page l of 10 DEP an the Worta Wiae Web: http:/Mww.Magnet.state.ma.usraep rr"j Printea an Recycled Paper ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) ' Property Address: 1582 Rte. 132, Hyannis Owner: Robert & Barbara Pogorelc Date of Inspection-April 1999/October 21, 1999 ' 61 SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to bro n or obstructed ' pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if ith approval of the Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obst cted pipe(s). The system will'pass ' inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed C] FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: ' Conditions exist which require further evaluation by the Board of ealth in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETE INES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER tWHICH WILL PROTECT THE PUBLIC HEALTH AND FEN AND THE ENVIRONMENT:_ Cesspool or privy is within 50 feet of a ,dace water _ Cesspool or privy is within 50 feet of bordering vegetated wetland or a salt marsh. t2) SYSTEM WILL FAIL UNLESS THE BOAR OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM 15 FUNCTIONING IN A NNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: ' The system has a sep "c tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surfaceater supply. ' = The system has septic tank and soil absorption system and the SAS is within a Zane I of a public water supply well The system 9 a septic tank and soil absorption system and the SAS is.within 50 feet of a private water supply well. The systenyhas a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private miter supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well.is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less"than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER (zovisad .09/25/97) Pago 2 of 10 1 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 1 Property Address: 1582 Rte. 132, Hyannis Owner: Robert and Barbara Pogorelc Date of Inspection: April 1999/0cotber 21, 1999 1 D] SYSTEM FAILS: You must indicate ei:,-.er "Yes" or "No" as to each of the.following: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 13.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be n sary to correct ' the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged S or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or avai a volume is less than 1/2 day flow. Required pumping more than 4 times in the last ye OT due to clogged or obstructed pipe(s). Number of times pumped_. 1 _ _ Any portion of the Soil Absorption Syst , cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or pr is within 100 feet of a surface water supply or tributary to a surface water supply. Any portXacessp or privy is within a Zone I of a public well. Any portl or privy is within 50 feet of a private water supply well.Any p l or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acrse table water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for ,,d liform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: ' The following.criteria apply to large systems in addition to the criteria ab The system serves a facility with a design flow of 10,000 gpd or ater (Large System)and the system is a significant threat to public health and safety and the environment because.one or ore of the following conditions exist: 1 Yes No the system is within 400 feet of a , ace drinking water supply the system is within 200 f et-of a tributary to a surface drinking water supply the system.is loc in a nitrogen sensitive area (Interim Wellhead Protection Area• IWPA) or a mapped Zone II of a public water ply well) The owner.or operator 'any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 31 MR 3.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 04/25/97) Page 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART B _ CHECKLIST ' Property Address: 1582 Rte. 132, Hyannis Owner: Robert and Barbara Pogorelc Date of Inspection: April 1999/October 21, 1999 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Sewer De t _X _ Pumping information was provided by the owner, occupant, or Board of Health. p ' X _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. X _ As built plans have been obtained and examined. y (attached - None found X _ The facility c cwas inspected for signs of sewage back-up. X _ The system does not receive non-sanitary or industrial waste flow. X _ The site was inspected for signs of breakout. None found X — including All system components, the Soil Absorption System, have been located on the site. _ X The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge,depth of scum.' X Tank access was paved over _The size and location of the Sod Absorption System on the site has been determined based on: X _ The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of ' Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H.— plan., permit and installers card (attached) X Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)1 Existing conditions survey (attached) t - 1 (revised 04/25/97) Page 4 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1582 Rte. 132, Hyannis ' Owner: Robert & Barbara Pogorelc Date of Inspection: April 1999/October 21, 1999 ' FLOW DITIONS RESIDENTIAL: Design flow: e.p.d./bedroom for S.A.S. Number of bedrooms: ' Number of current residents:_ Garbage grinder (yes or no): Laundry connected to syst yes or no):_ Seasonal use (yes o _ ' bVater meter rags, if available (last two (2) year usage (gpd): Sump p (yes or no): ' Last date of occupancy: COMMERCIA NDUSTRIAL• ' Type o establi&nt:_ Retai 1 Offi c-e — mixed use Design flow:_Sallons/day Grease trap present: (yes or no)No/not required Industrial Waste Holding Tank present: (yes or no)No/not required Non-sanitary waste discharged to thegT t �3l�e syste rC f norage; 96/97 — 710 gpd ave.- 98/99 — 823 Water meter readings, if available: t date of occupancy: urren o c le ' OTHER: (Describe) Last date of occupancy: GEN ERAL INFORMATION PUMPING RECORDS and source of information: Town of Barnstable Sewer Dept. - No record of system pumping System pumped as part of inspection: (yes or no) NO If yes, volume pumped: eallons ' Reason for pumping: TYPE OF SYSTEM y— 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) ' I/A Technology etc. Copy of up to date contract? Other ' APPROXIMATE AGE of all components, date installed (if known) and source of information: age — 14 vrs. date installed September 1985 Sewage odors detected when arriving at the site: (yes or no) NO source — Board of Health.record.9 (revised•04/25/97) Page 5 of 10 SUBSURFACE"SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1582 Rte. 132, Hyannis Owner: Robert & Barbara Pogorelc Date of Inspection: April 1999/0ctober 21, 1999 BUILDING SEWER: ' (Locate on site plan) See attached design Depth below grade: ) plan and installers Material of construction: _cast iron _40 PVC_other(explain) ) car'd Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) SEPTIC TANK•_ (locate on site plan Depth below grade: V assumed based on design ' Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age _ Is age confirmed by Certificate of Compliance _(Yes/No) Dimensions: ) Sludge depth: ) Distance from top of sludge to bottom of outlet tee or battle: ) not possible to determine Scum thickness: ) as.,access port paved over Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: ) How dimensions were determined: ' Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural ' integrity, evidence of leakage, etc.) a(-rpss port shnnl d hp iinrnvarPH,_ tank rn,mruxj gnrl inspected c•nirpr ra-i eorl tQ Parking 10t. sill�fa<'®. ' GREASE TRAP:—WA (locate on site plan) Depth below grade: — - —. Material of construction: concrete metal Fiberglass _Polyethylene other(explain) Dimensions: / ' Scum thickness: Distance from top of scum to top of outlet tee or ball Distance from bottom of scum to bottom of outiey4de or baffle: Date of last pumping: ' Comments: (recommendation for pum condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of age, etc.) (revised 04/25/97) Page 6 0£ 10 ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1582 Rte. 132, I3yannis Owner: Robert & Barbara Pogorelc Date of Inspection: April 1999/October 21, 1999 ' TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade: r Material of construction: _concrete_metal _Fiberglass _Polyethylene _other(explai Dimensions: Capacity: gallons ' Design flow: gallons/day — Alarm level: Alarm in working order Yeg No Date of previous pumping: ?� Comments: F�. (condition of inlet tee, condition of arm and float switches, etc.) ' DISTRIBUTION BOX:_ See attached design plan (locate on site plan) Depth of liquid level above outlet invert: ) Not possible to inspect as access port is paved over Comments: (note if level and distribution is equal, evidence of solids carryover, evide ce of leakage into r out f box, etc.) Paving should be stripped and cover exposed; Dox inspected an c� the cover brought to grade ' PUMP CHAMBER:--N/A (locate on site plan) ' Pumps in working order: (Yes or No) Alarms in working order (Yes or No) Comments: (note condition of pump chamber, condition of pumps and a enances, etc.) (revised 04/25/97) Page 7 of 10 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1582 Rte. 132, Hyannis ' Owner: Robert & Barbara Pogorelc Date of Inspection: April 1999/October 21, 1999 SOIL ABSORPTION SYSTEM (SAS):_cover of one pit shown on existing conditions plan (attached) ' (locate on site plan, if possible; excavation not required; but may be approximated by non-intrusive methods) Both pits shown on installers card (attached) If not determined to be present, explain: Type: leaching pits, number: 2 leaching chambers, number:_ leaching galleries, number: leaching trenches,.number,length: ' leaching fields, number, dimensions: overflow cesspool, number: Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ondin condition Y p g, of vegetation, etc . g No sign of overflow or backup. No exterior wet spots or oc`iors. No heaving of paving. EMlovers report no interior backup or overflow ' CESSPOOLS: �A (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: Indication of groundwater: inflow (cesspool must b umped as part of inspection) Comments: ' (note conditip of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY.. N/A (locate on site plan) -/ ' Materials of construction: - '� Dimensions: Depth of solids: Comments: "d ' (note condition of soil, signs of hydraulic�ailu4." level of ponding, condition of vegetation, etc.) (revised 04/25/97) Page 8 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION (continued) Property Address: 1582 Rte. 132, Hyannis ' Owner: Robert and Barbara Pogorelc Date of Inspection: April 1999/October 21, 1999 ' SKETCH OF SEWAGE DISPOSAL SYSTE M: include ties to at least two permanent references landmarks or benchmarks ' locate all wells within 100' (Locate where public water supply comes into house) See Attachments: Design Plan ' Installers Card Existing Conditions Plan ' No Wells Within 100' - Area served by Barnstable Water Dept. No wetlands subject to regulation under MGL Ch. 131 Sec. 40 or as defined by Title 5 and Barnstable Board of Health within 100' . - ' (revised 04/25 97 / Page 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION (continued) Property Address: .1.582 Rte. 132, Hyannis ' Owner: Robert and Barbara Pogorelc Date of Inspection: April 1999/October 21, 1999 1 Depth to Groundwater Feet ' Please indicate all the methods used to determine High Groundwater Elevation: X Obtained from Design Plans on record X Observation of Site (Abutting property, observation hole, basement sump etc.) X Determine it from local conditions ' X Check with local Board of health Check FEMA Maps Check pumping records Check local excavators, installers X Use USGS Data /Cape Cod Commission Data ' Describe in your own words how you established the High Groundwater Elevation. (Must be completed) Based on observation of the site, the small wetland at the SE corner occasionally holds water to elevation 94' as shown on the original survey. This elevation is based on current survey. Based on test data for abutting properties that appears to be above the regional groundwater table. Assuming worst case scenario that this is spring high groundwater, the system design provided 5.5' between that level and the bottom of the system; more than sufficient to meet code. • T (revised 04/25/97) Pages lO.oE 10 f ASSESSORS MAP NO: 2 S y L 0 C A T i Q N OlRnm, n�� • 5� . A G E �? i s " C 58Z 1� �32 _ -n , --Sao PILLAGE t7(/���•f ^ /per /���� 2 Y� Cf 1 � CCI /� G rl 111S f A LLER S. HAME m ADDRESS U ! L 01 R OR OVIM ER 0 ATE ? E R M I Tl 1SSUEG DATE C. (lMPLIANCE 15 UE.0 NJ4 M - 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 Imo\ 1 'u 1., ��� eY't `.�; fJiIR tit , �e Fus5sTe+ ua+?-�` Date Work Done Contractor Septic systems are individual wastewater treatment systems that use the soil to treat small waste- water flows,usually from individual homes. They are typically used in rural or large lot settings where 7-; centralized wastewater treatment is impractical. There are many types of septic systems in use today. While all septic systems are individually designed for each site,most septic systems are based on the same principles. SEP-1 IC A conventional Septic System ys tze m�ep ,� i i. k " . . � 7-;5�tm-Fa:' �' -a"„F,,-r^t•�K„ ��.k,s A videotape version of this brochure,also entitled "four Septic System:A Guide for Homeowners,"is available through the EPA IS mg Small Flows Clearinghouse.Call 1 800 624 8301. fr o o For more information about maintenance s m�� or inspection of your septic system,contact t xu �f t a^ your local board of health or the Department z +k - of Environmental Protection: r , +a Central Regional Office: (508)792-7650 a} X x r ' w�; -c -'� Northeast Regional Office: A septic system consists of a septic After the partially treated wastewater (617)932-7600 tank,a distribution box and a drainfield, all leaves the tank, it flows into a distribution Southeast Regional Office connected by pipes,called conveyance lines. box, which separates this flow evenly into a (508)946-2700 network of drainfield trenches. Drainage Your septic system treats your household holes at the bottom of each line allow the was- Western Regional Office: wastewaterby temporarily holding it in the septic tewater to drain into gravel trenches for tempo- (413)784-1100 tank where heavy solids and lighter scum are rary storage. This effluent then slowly seeps ° Boston Office: allowed to separate from the wastewater. This into the subsurface soil where it is further separation process is known as primary treat- 292-5673 treated and purified(secondary treatment). Published 7990 by the he Northern Virginia Planning District - P ment. The solids stored in the tank are decom- A properly functioning septic system does not Cori,on with assistance from Virginia Water control Board, posedby bacteria and laterremoved,along with pollute the groundwater. National Small Flows Clearinghouse,and the Northern Virginia 9i the lighter scum,by a professional septic tank _ - § Health Departments. Reprinted 1994 by the Division of Water Pollution Control of the Massachusetts Department of Environ- pumper. mental Protection. Prinfetl on Recyclotl Pnnor • A The accumulated solids in the bottom of be very expensive to repair, the septic tank should be pumped out every and,put thousands of water supply users I 'DO have your tank pumped out and D®dry allow anyone to drive park p ° system inspected every 3 to 5 years by over any part of the system. The area three to five years to prolong the life of your at risk if you live in a public water supply a licensed septic contractor(listed in the over the drainfield should be left undis- system. Septic systems must be main- watershed and fail to maintain your sys- yellow pages). turbed with only a mowed grass cover. tained regularly to stay working. tem. Roots from nearby trees or shrubs may Neglect or abuse of,your septic system Be alert to these warning signs of a failing ° clog and damage your drain lines. lions,and other,maintenance. Usee the can cause it to fail. Failing septic systems system: D®keep a record pumping,in the can can sewage surfacing over the drainfield back page of this brochure to record DON'T make or allow repairs to your cause a serious health threat to your (especially after storms), maintenance dates. septic system without obtaining the re- family and neighbors, sewage back-ups in the house, quires health department permit. Use professional licensed septic contractors degrade the environment, especially lush,green growth over the drainfield, DO practice water conservation. Re- when needed. lakes:streams and groundwater, pair dripping faucets and leaking toilets, slow draining toilets or drains, run washing machines and dishwashers reduce the value of your property: sewage odors. only when full,avoid long showers,and DON'T use commercial septic tank use water-saving features in faucets, additives.These products usually do not shower heads and toilets. help and some may hurt your system in the long run. DO learn the location of your septic system and drainfield. Keep a sketch of e DON'T use your toilet as a trash can € � a� it handy for service visits. If your system by dumping nondegradables down your `� t has a flow diversion valve,learn its loca- toilet or drains. Also,don't poison your Inspa t 6 (PLmp.:O t)P rls tion, and turn it once a year. Flow septic system and the groundwater by diverters can add many years to the life pouring harmful chemicals down the t Tee fi of vouiY system. drain. They can kill the beneficial bacte- , a� � ria that treat your wastewater. Keep the O Trea p s<m p* utle; led Wastewater following materials out of your septic I�Ia!"Sewa_' t pg "" @ Goes to Dist ribullon Boz emera o-onP Houaa fi$A ° DO divert roof drains and surface water S and oram Field system: from driveways and hillsides away from —^ the septic system. Keep sump pumps E'- - wastewater € and house footing drains away from the septic system as well. ~ � se,disposab �� di 6stics. etc 9 i!� DO take leftover hazardous household chemicals to your approved hazardous p 5 waste collection center for disposal.Use ,gasoline;or,' ' bleach,disinfectants,and drain and toi- .: let bowl cleaners sparingly and in accor_ tit thinnP.r,pest) dance with product labels. No... .:5�® ` Firm; ...50 n� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ..........OF.......A!?��7.�''� ............................................ Appliratinn for Biipnsal Works Towitrnrtinn umi# Application is hereby made for a Permit to Construct ( t,<Or Repair ( ) an Individual Sewage Disposal System at: ��/.2 / �i _.. 1..._ ....f... .... ... ...-•....................................... ..--•-------------.._..................--- Location-Address or Lot No. , .... jr Y w9 .... /..-•........................... ......e��:? % :. _..p ............................ Owner Address WW1 - FZ --...--•---------•----------------- -----... .. ------------ I------------ ... nstaller Address Type of Building Size Lot........:.......-----------Sq. feet 4c-, U Dwelling—No. of Bedrooms.............:..............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building No, of persons............................ Showers � YP g --•----... ._• -- ----------•----- ( ) — Cafeteria ( ) -'Other fixtures -------------------------- - ••..-•--•--•--•--••••--••--••-•--•--- ---••-------•--•••-•-•••--••--••--•.....-•-•---•...._..•---•• Design Flow...---_-:----- ---------•--/...... ' gallons per person per day. Total daily flow....... A-- gallons. GW-�i Septic Tank—Liquid capacity�DG`!..g_llons Length_._�'__'C`'.. Width. �G" Diameter________________ Depth S"�e/ Disposal Trench Vo.._..__... -Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......1__-__�-- 'Diameter...... ..... Depth below inlet....¢�.._.._... Total leaching area.... ....sq. ft. Z Other Distribution ho_x,( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ �7 Test Pit No. 1...4-Z_minutes per inch Depth of Test Pit---- Depth to ground water......... _-___-__. p p /� <i p g Test Pit No. 2................m>nutes per inch Depth of Test Pit___..... ___.__.__. Depth to round water........................ --••-•-••••------------•------••-•-••-•-•-•••••-•--•--.....••••••••--....••-•-••••-----•-•-----....•-•--•••...........-•-•-••••-----•-------••-•••-•--.--••- _� 9� ��'!`�....wos_�._....-- /!`OL __.. �i�Jam......._.. wL. Description of Soil________________ __ s��f -•-••-••••��.7a'n�..-�� .L�.... i'�e+.c��-- .............v W ------------------------------------------------------------------------------------------------------------------- ----------------------------•-------------------------------------------•----•-- U Nature of Repairs or Alterations Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Indivi al Sewage Disposal System in accordance with the provisions of TITIZL 5 of the State Sa4�en ersigned further agrees not to place the system in operation until a Certificate of Compliance h oard of health. Signe ---•-•-•...............•-••-••-•----•--••-•-......... D toApplication Approved By.._..__.___ .. ... Date Application Disapproved for th ollowing reasons:............................................................................................................. -•---------------------------------•--....------------......--------------....---------•---•----•---...----••---••............--••-----•--•••--•---•--•-----•••-•-•-••••-•----•-•-•-••••----•--••-•-.•-- Date Permit No........... S —��a 2 g3 --------•-•------------------------------ Issued--•---------- -• •-----------..._:1............... Date i 50 ¢.` % 41� y THE COMMONWEALTH OF MASSACHUSETTS a BOARD OF HEALTH _ � Z i / �nr Biipustt1 Works Toustrtrfiftt pumit Application is hereby"made for a Permit to Construct (lor-Repair ( ) "an Individual Sewage Disposal System at - -------- rr..k....... . --- -----------------------•--.........._...i.-------------- ......................................... `� Location-Address o: �- ;. :. ...................... wner Address :... --P--•• ..L.L. :� -------------------------------------- ....................................................... -----.......------.......---••------... Installer Address x Type1, Building - Size Lot...�:5 ..____ Sq.`feet 4C U Dwellin —No. of Bedrooms 5,......................................•� � ._Expansion Attic ( ) � Garbage Grinder Other—Type of. Building �4? !!tZ.No of persons_:__ _ Showers;( ) —F"Cafeteria (.C4 Other fixtures .......................... •----- �. f* = ---. W Design Flow................................. ' gallons per person per day. Total daily flow_......_. I . gallons. WSeptic Tank Liquid capacity 9..gallons Length.���G Width' ......: Diameter d2.......... Depth- .' �f x Disposal Trench—' No.................... Width.................... Total Length-f................ Total Total leaching area....................sq. ft. Seepage Pit No------/------------- Diameter......! ._____._ Depth-below inlet ................ Total le5ching area..._.. .40.....sq. ft. Z . Other Distribution box ( ) Dosing tank Pe ?olation Test Results .Performed by........................................ eel Date........................-............... ,aa Test Pit No. I....4-._4-_,_minutes per inch Depth of Test Pit.. '"' °' ��_-. Depth to ground water..__:........................ 44 Test Pit`Nv. 2....4.. —__ minutes per inch Depth of Test ............... Depth to 'ground water.,...................... -------------------•-" Description of Soil...... `!— Lb'"....Kftx>T C r wgr._.. v 5cri ......... '`^Y,67- -- U W ........................................ ••••-•---•---- •: U_ Nature of Repairs or Alterations—Answer when applicable _____-__.t............................ ...... '___:............_........_................__. *, .n: w Agreement x �n 4 The..tin'ders gned agrees to install the aforedescnbed:;Ind adual Sewage.Disposal.`System,in accordance with the provisions of'iLT ` , 5:`of-the State Sa'nitary_Co Th ndersgried'further agrees not.to place the'system in. " operation until=:a Certificate of Compliance has s by the board of health. Signed. •---- . ..: ....................................... _ Application Approved By______.... __- ............. e ' ^' ............................................ Application Disapproved,for the Mowing reasons:...___... t Hate d7. # Date Permit No.. . ------ --.. . ...... Issued .................THE COMMONWEALTH OF�MASSACHUSET7VS 2 i BOARD OF HEALTH . .........T..��..........�..OF......���� �G��M.. THIS IS TO CERTIFY, That the'Individual Sewage Disposal System constructed (t-;<or.Repaired ( ) by.................................... ----....-•-------••--••------.--- ............................................---•------- ............------•-----•........... Installer a been instalfed m accordance witli,:the provisions of TITI >off jh&State Sanitary-Code as described in the application for Disposal Works Construction Permit No......................................:.. "dated-_------.------_---_-_.__ THE ISSUANCE OF THIS.CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE l . SYSTEM WILL FUNCTION SATISFACTORY. r s DATE............................ Irispector........ = THEY COMMONWEALTH OF MASSACHUSETTSZ� ,�v�"' BOARD OF: HEALTH T ,o of ........ � 25 }.. .. No.......3 f FEE:: s ......-_• gµ IV Permission is hereby granted. . to Construct ( or:,Repair ( ) an Indivi a1 S , D*;p��l System ; at- o.:...........................•-------------• /`►_ 1.1 1 . . . -- � Street as,shown on th application for Disposal Works Construction Permit No tad ...... 11rd' iii�f H '�- ._.___ A. . E . ' hoard of`Health DATE ••-•------------ ......... ---------- FORM ,125t A. M. SULKIN• INC., BOSTON e ' _ s f AsBuilt Page 1 of 1 PARCEL �o. I o H ASSESSORS MAP NO._ •LS y L;4�'r : .� r���A M�T2 1 2 s -Sao VILLAG1 J � _ �� IhST A LLER HAM. E A ADDRESS B U I L.D IE R� ON OWM ER --ry u S� DATE P ERMIT ISSUED DATE C 0 M P L I A N C E 15SUED --, http://issgl2/intranet/propdata/prebuilt.aspx?mappar=254014&seq=1 2/12/2018 i REDUCTION IN OVERALL SEPTIC FLOW ZONJN^G TABLE BARTER NYE x - I 1582"IYANNOUGH ROAD - ZONING DISTRICT(S):He ENGINEERING& THE CAPE COD FIVE PROJECT IS INSTALLING A MUNICIPAL PUMP STATION ON LOT - - OVERLAY DISTRICTS:-WP - OWED USE: BANK/OFFICE - - N R �.ALL IS 0. A 7 THREE S ARE BEING.REMOVED BY CAPE C00/ 2 AS RESULT EE SEPTIC SYSTEM .. SURVEYING ' FIVE AS FOLLOWS: - - EAST usEs BANK/OFFICE - DUST TOTAL BUILDING FOOTPRINT=8,2703 SF - f 131 ATIUCKS LANE-292 GPD(SEPTIC PERMIT 85-356) OFFICE FLOOR AREA -9.755:k SF 1520 IYANNOUGH ROAD-894 GPO(SEPTIC PERMIT I4-1J2) - - STORAGE;BATHROOMS,PASSAGE,. RegisteredProfeSsional'Engineers 1520 IYANNOUGH ROAD-437 GPD(SEPTIC'PERMIT 95-1745) - MECHANICAL.UTIUTY,.IT 1,943f SF - and Land Surveyors- THIS RESULTS T A TOT IO 1.623 PUBLICGPO'BEINGWE ELIMINATED FROM THE PROJECT - EXIST BUILDING To REMAIN . - 78 North Street - 3rd Floor PARCELS TIDE 70 CONNECTION TO PUBLIC SEWER. • yt _ TOTAL PARCEL AREA: 79,119t SF,1.823 AC Hyannis, MOssOChvsetts 02601 .THIS SEPTIC FLOW REDUCTION/NITROGEN CREDIT CAN BE APPLIED TO THE PARCEL - - - R RED PROVIDED I ALLONED' 3 AT 1582 IYANNOUGH ROAD. - LOT AREA: 40,000 SF 77,2983 sF(UPLAND) Phone --(508).771-7502 ,�F'c1-I 1582 IYANNOUGH ROAD HAS AN IXISTING SEPTIC'SYSTEM WHICH WILL REMAIN. FRONTAGE: 20 FT - 647.68 FT RTE IM Fax (508)'771-7622 "'a! w . .. 516.16 FT ATTUOWS UI. WW'W.boxter-nye.com THE NITROGEN UMITARON OF 3J0 CPD PER 4J,560 SF ON 1582 IYANNOUGH ROAD - Bu1Ln1nG SETBACKS: _ - IS AS FOLLOWS: �. FRONT SETBACK. QED FT 51.0IATTIJCKS LANE .533 FT-* PARCEL AREA 1.82 ACRES - - SLOE REAR SETBACK' 30 30 FT 58,45 FT S T A M.P- 5 T.A M P .WASTEWATER ALLOWANCE- 1.82 x 330 GPD/AC=600.6 GPD - - - PARKING SETBACK- - - FRONT "I FT 10.11 FT.» EXISTING OFFICE BUILDING SEWAGE DESIGN FLOW._ - SIDE EAR 10 FT/10 FT 0.68 FP••- - 9,755.'SF OFFICE x 75 GPD/10005=731.6 GPO _ ,, _ - - _ MAX.BLDG..HDGHT(STORIES):. 2.STORIES OR 30 FT EXISTING/UNCHANGED 1582 IYANNOUGH ROAD REQUIRES A CREDIT OF: - - " - - - MAX.LOT COVERAGE(STRUCTURES): 23.189 SF(30X) 6,270 SF(AIX) - 731.6 GPD- 600.6 GPD= 131.0 GPD IN CREDIT - - - MAX..SITE-COVERAGE(IMPERVIOUS AREA): (RIP OVERLAY) EXISTING-40.3183 S.F. 38.649.SF 3B,392 SF(49.77L) r THE SEPTIC FLOW REMOVED FROM THE PROJECT PARCELS OF 1,623 GPD FAR EXCEEDS "- (41.8/R OF EXISTING.UPLAND) (50R OF PROP.UPLAND THE NEEDED CREDIT. - - - - NATURAL STATE EkST.=42951 S(44.SS)' (73.189 S-30S OF I6W✓D) PROP.24.389 3(31.4111) - - STREET TREES-FRONT YARD .CONSULTANT - (1/30 FT OF FRONTAGE). 38•.8 - 39(PROVIDED BY _ - 1164/30 FT-38.8- - EXISTING VEGETATION) I PARKING LOT LANDSCAPING 1 V 11,363'SF•0.1=1.136. 1,136 - 444•' CONSULTANT - - TREES-PARKING AREA.(1/8 PS) - 33 SPACES/8-4.12, .4.12 5 ` - PARKING TABLE .. - _ - - - OFRRAMKK 1/303 SF _ - 9.755 F/300 n.32.5 .. 325 SPARS 33 SPARS . - TOTAL PARKING :33 SPACES 33 SPACES PREPARED F O R: - . HANDICAP PARKING(TOTAL/VAN). 2/1 SPACES. 2/1 SPACES The Cape Cod Five.Cents Savings Bank PRE-EXISnNG NON-CONFORMING. P.O.Box 10/19 West Road _ _ — - - - - - - - - - _. _ _ _.... 2653 / — - - ......_ _ ,�_.. - •••SPECIAL PERMIT NEEDED Orleans,MA 0 _ Y. C -- •argm HEW MATT W-�__ yMK F PLI EDDY O GcP c). CIVIL to -- _- _ %/'' /' / `.__ No. 43183 \ ra SON TED , n aan ss - .. \,` __/� �\.-_.mun`��:assay u t.�i:.am / / /. -:, �\ i` o• r f � 11 s f i a \ ,; '•'/. F p1 Q _ �omwewlalry g� Story Im 1520 IYANNOUGHtz .ROAD \ '� ._ ll 11 c ��� \ - - - o kc9 N z W \ z r .... ......_ .... .... ....... ... .......... ............. ................ ...,... .. ..... ,x .,:t.a .sT 1582 IYANNOUGH. F � „'T�k_.-- \ �'• ..t.... . / ROAD .,., ; _,Yk � \ .�r�.I! Y ✓ / '' \ 4 - ' /'.}: \�`- . �.\'' .. ".� ,.-�•"-/ �.. -"f.FRF.xt'+w \,. \M R� I.. :�.o tom,/ O I. )�:....: .d i.:..: 1' t.Ad}, 2�c i 4�__�""-_ :`:�� __ __ �_�- J,�>„x�- xa.��_ - - _- __ � � __ __ ;___\ '•�` /_, pp `,NC cN: \I :<S t.Gi hCTH SHEET TITLE - y i Layout and Dimension Plan with Overlay SHEET NO ,......,.......,.n._....�-.�_ v. .. h � 7 Innt7 C3.0 _ i R� DATE: 1-19-18 u1 ........................................... �\ IYA�WjGH W AD7hUTE 132— —T — — _.— _ _ — _ IYANNOU /FRLOU7E 132 _ �� �� m �R� 0 50 Too 77 - ..:s .. .. .. .... .................. � � /cr7c�R2QO — - -O - SCALE IN FEET _r 50 _ _ - - _ _ _ _ _ SCAL E:1'= 50' DRAW N/DE51GN BY: Sall CHECKED BY:YFE -....... l JOB N O: 2013-075 - C A D D FILE:2013-075 RA MASTER .. � - - m,wntao px NnsrER tsmwoN n.owmwiww»Y•�,<am••mn vvMe,e9uf:t - - ( BUILDING DEPARTMENT APPLICABLE CODES ip " MASSAGHUSETT5 ARGHIT=GTURAL ACCESS BOARD 9 ' - (MAAB)REGULATIONS s'� -'-� .. MASSAGHUSE775.5TA7E BUILDING CODE . �^ 1-NN x BUILDING CLASSIFICATION TYPE 55 CO NSTRUCTION D ' . 919I1,DIN6 USE GROUP - ._ E SPOSITO DESIGN ASSOCIATE 'B'BU5INE55 2 "i 0 B•:dfot S..- S.':,!-Ord.C _ _ 2Es.55aJi)00 c48 904.4'194 TOTAL HEIGHT OP'BUILDING :ila;r`:crd Ntr:+Yolk 2 STORIES _ _ rclMeulua ,ula�minlk'sry�nU.�i�n rc.iLUaI.kUA PROJECT SCOPE OP WORK ••-•`'nr' n naa 1 I.n�.J N mrc ( - vnilarn J rU hn la+c IIMJ Ir, N.N INTERIOR TENANT SPACE FIT-OUT IN EXISTING ,=„u=...rl.n.l ,„,.q",I,•,,,,�.,,,,,o„a,,::�<u�,eld OFFICE BUILDING I,m;rnfaa.u...... CCII`YlilCl II'n?In�IL<IC>:fl tl lJL'IC.N A'M!Cl/a'ILI 11.'C. PROJECT AREA SEAL, 12.752 SF = TOTAL BUILDING - 6555 Sr = GROUND FLOOR TOTAL FLOOR 6=4 Sr = FIRST FLOOR FLOOR M:POnIC S`C' ���] n HAZARD CLASIPICATION 0�»—..-..--.J ':`zM ORDINARY HAZARD 6ti••••+..�r - a rrr OCCUPANCY 1\t s a !! rl/ OCCUPANT LOAD;BUSINESS USE KEY PLAN. . - 31 �13 �:.,.r y \WAG ? r .PER TABLE 1005.1.2:4EW YORK LIFE aT Y F _J4yV. .iiy GROUND FLOOR: 66 PERSONS MAX.OGG.6558 sP TOTAL CA 100 -y F t g .: FIRST FLOOR: No.7717 5a2 I. I " AIVIV.000H ROAD ��3: t, wyaa v\ r " . .. ; MEDWAY, � (r.r-" ';' {. 6524 sP TOTAL = 62 PERSONS MAX.OGG. 7r -1 �'v'•w Lv +f lq,`�x"^w .f- %) - 100 - - I OZ MA - I I�A I I 1 ( S/ 1 I A `, 4;r .::: r�b'�''' V , ILI �� GI+. {!� CGRE55 WIDTH PER OCCUPANT 1 �'ta• PER TABLE I009.2 r DOORS GROUND FLOOR)_ .15 X 66.=9.9 !�•�,,, -- y i S!%F15QW _g r DOORS(FIRST FLOOR) _ .15 X 62 = 9.2 1 +K`tT: a'hv STAIRS(GROUND FLOOR) _ .20 X 66 = 13.2 ISSUES/REVISIONS. �-,aq F >} :. �d "a r7) -:- EGRESS DOORS PROVIDED: F ,� r ' �, '!bj ( ,._ C�; GROUND FLOOR=2 DOORS PROVIDED o 54" CLEAR=68" - - - �Y 'yb FIRST FLOOR= 3 DOORS PROVIDED O 34" s CLEAR= 102 - - t' 1Ntyppa+su#'A�r - r FIRE PROTECr1ON _ vi' E r r :X SPRINKLERED EXIT ACCESS TRAVEL LIMIT TO EXIT - G74L,,,vw.v.•et ."�. „'; ,,,`x1 Wvas916 r`7.rwvtiOW Iwer,.. - }��/}F�� �/�} I- •- - 250 FEET PER TABLE 1006.5 LIST OF 1� I '!/ \Y 1 I I ♦!/5• MAXIMUM DEAD END 20 FEET I5WE-BLD6 PERMIT 12/03/01 ESPOS I TO D`E,51 O N ASSOCIATES (ARCHITECTURAL) 1154 G Y CO Y ER SHEET PROJECT NUMBER. SEE 50\/E ISSUE DATE. A ABOVE ON-1 OENERAL. NOTES DRAWN BY, S.R.O./AEP ON-2 ADA DIAGRAMS DRAWING SCALE- NA A-0.0 DEMOLITION PLAN GROUND FLOOR FlLE. 201134GV PROJECT NAME/LOCATION, A-al DEMOLITION PLAN IST FLOOR A-1 .0 CONSTRUCTION PLAN GROUND FLOOR G]gw V@DBM 11,01F9 A-1 .1 GONSTRUCTION PLAN IST FLOOR U82 OTANNOUGH ROAD A-2.0 DOOR $ MILLWORK PLAN GROUND FLOOR b�rcaabo�9 �a A-2.1 DOOR 4 MILLWORK PLAN IST FLOOR (GROUND a �37 A-5.0 REFLECTED GE I L I NC PLAN C ROUND FLOOR" FLOOR DRAWING TITLE. A-5.1 REFLECTED GE I L I NO PLAN IST FLOOR COVER 8bEET A-4.0 TELEPHONE 4 ELEGTRIG PLAN GROUND FLOOR , A-4.1 TELEPHONE $ ELEGTRIG PLAN IST FLOOR A-5.0 FINISH PLAN GROUND FLOOR DRAWING NUMBER- A-5.1 FINISH PLAN IST FLOOR �l A-6.0 FURNITURE PLAN GROUND FLOOR A-&.I FURNITURE PLAN IST FLOOR OD A-1.1 ELEVATIONS A-5.1 DETAILS I "t GENERAL NOTES GON5TRUGTION NOTES x I. GENERAL CONTRACTOR SMALL FURNISH AND INSTALL ALL PRODUCTS ION 6EHF RBOUIRPMPNTS 2Y1510N b p00125 ANp WINDd£ pIN510H I$•MEr-CAL, r l NI,- AND MATMALS AS NOMD IN THESE DRAWINGS AT, YELL AS ANY ALLOMFANYIN6 SPECIFICATIONS. DOORS'_ SUBMITTALS AND`JASTIMIONS:ITEMS SLE, ITTED SMALL COWORM TO _-_ MECHANICAL EN.511LER1NG TO BE ON A pE516N/EUILD.BASIS. S 2. ALL.WORK SHALL COMPLY WITH NATIONAL.STATE AND LOCAL CODES THOSE CALLED FOR IN CONSTRWTION DOCUMENTS, NO SUB5TIMION5 DOOR5 SHALL BE AS INDICATED ON THE DOOR SCHEDULE OR - WHERE CARPET ABUTS STONE,CERAMIC.OR WOOD FLOORING.PROVIDE A ENGINEERING PRAN11%&5 FOR SPECIFICATIONS AND EQUIPMENT T AND ORD,NAN M-I SHALL BE MADE WITH LVi THE WRITTEN CONSENT OF EDA. GONSTRUCTION FLAN. GG SHALL PROVIDE DOOR AND FRAME SCHE-DUI-E - GONTINUGVr META`' TRANSMON IMP TO ACCEPT CARPET EDGE. AS AS DOOR HARDWAR:SCHEDULE.SEE SCHEDULE FOR DOOR AND SCHLUTR^I.I SLHIENE SERIES IN EITHER'M'OR'A•FINISH.FINISH TO ALL SPACES SHALL BE MECHANICALLY VRTILATEp. B.UNLE55 OTHERWISE INDICATED,THE GENERAL CONTRACTOR SHALL Be GVTTIN6 AND PATCHING. PROVIDE ALL CUTTING AND PATCHING A5 FRAME SIRES. _ COORDINATE WITH METAL PIN15H OF HARDWARE ON THE PROJECT.USE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS REWIRED REQUIRED BY MECHANICAL AND ELECTRICAL TRADES.ALL MATERIAL USED SCHIENE RADIUS PRODUCT FOR CURVED TRANSITIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE FIELD SUPERVISION BY THE STATE AND LOCAL AUTHORITIES. FOR GUTTING AND PATCHING SHALL MATCH THAT OF EXISTING ADJACENT LOCK SETS SHALL BE KEYED TO COMPLY WITH BUILDING MASTER KEY DURING CONSTRICTION AND SHALL ENSURE THE PROPER OPERATION OF eSURFAGES _ SYSTEM. GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGER VINYL TILE FLOORING. SYSTEMS WRING AND AFTER INSTALLATION. 4, THE GENERA CONTRACTOR 5HALL CHECK AND VERIFY ALL FOR BUILDING STANDARD SPEGIFIGATIONS. L. DIMENSIONS AND FIELD CONDITIONS AT JOB 51TE PRIOR TO BID 15WAWE SHOP DRAWIN65, PROVIDE SHOP DRAWINGS FOR DE516HER5 REVIEW AND SHALL BE AS SPECIFIED ON THE PAINT AND FINISH PLAN. GC SHALL THE bC SHALL PROVIDE.TO EDA, 5NOP DRAWIN65 AND SUBMITTALS OF /WORK COMMIE CEMENT ANY DI51-REPANCIE5 BETWEEN JOB SITE AND APPROVAL PRIOR TO FABRICATION. PROVIDE ONE REPRODUCIBLE AND DOOR LOCK AND LATCH SETS SHALL HAVE ADA COMPLIANT LEVER PROVIDE A VINYL REDUCER STRIP,IN A COLOR TO BE SELECTED BY EDA, ALL EOUIPMENT FOR REVIEW AND APPROVAL. I PERTAINING ITEMS,INCWDIN6 BUT HANDLES.KNOBS A AT FLOOR FINISH TRANSITION H GONSTRUGTON DOCUMENTS SHALL BE BROUGHT TO DESIGNERS ATTENTION TTVO PRINTS FOR ALL OF THE FOLLOW NG BS SHALL BE REJECTED. O C ANbES. FOR CLARIFICATION. NOT LIMITED TO. MECHANICAL SYSTEM SNARL BE BALANCED AND THE BALANCING-REPORTS ';,Si''OSi! C':::a1G1: ••.)JiJII�\i:`..J ELECTRONIC CARD KEY. GENERAL.CONTRACTOR SHALL PROVIDE VINYL BASE: SHALL BE SUBMITTED IN TRIPLICATE TO EDA FOR REVIEW. 5. PRIOR TO ANY FRAMIN6,THE GENERAL CONTRACTOR SHALL LAYOUT PLASTIC LAMINATE AND FINE WOOD CABINETRY - EMERGENCY,MANUAL,PUSH BUTTON RELEASE TO OVERRIDE ELECTRIC THE PLAN AT THE JOB SITE,WITH CHALK SNAP LINES OR OTHER SIMILAR DOORS LOCK ON EXIT 51DE OF ODORS. SMALL BE AS SPECIFIED ON PAINT AND FINISH PLAN. THE 6C SHALL OBTAIN FROM THE BUILDING MANAGER PERMISSION FOR 203.;,Z T 1:;)%) MEANS,FOR DESIGNERS APPROVAL. SPECIAL CUSTOM WALL G WTRULTION MATERIALS. BUILDING SYSTEM SHUT DOWN.12 HOUR NOTICE SHALL BE GIVEN FOR THIS GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED HARDWARE FOR VINYL BASE SHALL BE INSTALLED AS TO BE FREE OF BUMPS AND RIPPLES. REGUE57. ANY REQUIRED OVERTIME FOR BUILDING SHUTDOWN SHALL BE b. IN ALL AREAS WHERE FLOOR/SLAB 15 UNEVEN,THE GG SHALL LEVEL/ SAMPLES, PROVIDE THREE SAMPLES OF THE FOLLOWING ITEMS FOR PROPER DOOR OPERATION, INCLUDED IN BID PROPOSAL PATCH FLOOR WITH EX15TI-6 TO RECEIVE NEW FINISHED FLOOR. OE516NER5 REVIEW AND APPROVAL,INCLUDING BUT NOT LIMITED TO. - UNLESS OTHERWISE INDICATED,STRAIGHT BASE SHALL Be USED AT CARPET - - GENERAL CONTRACTOR SHALL PROVIDE FIRE RATED DOOR ASSEMBLIES IN AND COVE BASE AT RESILIENT FLOORING, THERMOSTATS:SHALL BE MOUNTED 45"A.F.F.WIT41N q'OF CORNR5..D0 ,in:h.rr,M:w.w mpmU..,l,!..Iw.:o-J.n,..mnN aMl..• 1. THE 6C SHALL NOTIFY ME516HER IN NRITIN6 BEFORE MAKING ANY MILLWORK FIRE RATED PARTITIONS. NOT MONT THERMOSTATS IN WOOD PANELING OR FABRIC WRAPPED un Nr!um1.1:.UA lu.pisw nr:J,aiKn.in Sou lnnryP,v,vu,JT,�n CHANGES.EITHER REWIRED OR REQUESTED. TO THE JOB SITE. CHANGES FINISHES VINYL EASE SHALL BE 1/5'GA..AND SHALL BE IN ROLLS, PANELS. THERMOSTATS SHALL NOT BE MOUNTED ABOVE HEAT RADIATING wc,:Unar,:uUHx lu Nvur n_I..mua uU.el��s u:.,a,utip;nv.w,+ SHALL NOT BE PERFORMED WITH O T THE PRIOR NRIYMN CONSENT OF GLASS, ELEMENTS la,•n.-uli,^'••w'=In'•JI„K+,w/::,,:w��l,.,,,,u,l;:lm.."n4el.,,.,,- ESPOSITO DESIGN ASSOCIATES. DIVISION]-DEMOLITION - ALL WALLS AND LOWMNS SHALL RECEIVE VINYL BASE,U.O.N. - _ -YINCITI'r,xlrn I:+ICr..I'HII�L IC.N A•:vx:1ATL'.I—. GLASS ENTRY DOORS: SHALL BE AS INDICATED ON DRAWINGS. UNLESS THE bG SHALL COORDINATE TH15 WORK WITH ALL OTHER TRADES SEAL- EQUIPMENT THE GC SHALL FURNISH AND INSTALL ALL NECESSARY MATERIALS AND OTHERWISE NOTED,GLASS DOORS SHALL BE 1/2'TEMPERED 6LA55,PRE - EQUIPMENT FOR A COMPLETE INSTALLATION OF WORK OUTLINED IN THESE THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS DRILLED TO ACCEPT DOOR HARDWARE. PAINTING, RELOCATION OF EXISTING AIR TROFFERS SHALL REOVIRE THE REMOVAL AND ANY ACCOMPANYING DOCUMENTS. FOR DEMOLITION. OF DUCT BRANCHES BALK TO THE APPROPRIATE LOCATION. GLA55 PANELS SMALL BE A5 INDICATED ON DRAWIN65. q. THE GENERAL.CONTRACTORSCHEDULE SHALL PROVIDE TO ESPOSITO DESIGN REMOVAL UR ANY IT 5IGN6 EQUIPMENT.SUCH AS BUT NOT LIMITED TO - SHALL CI IC NOTED ON THE PAINT AND FINISH RAN AND SHALL CONFORM _ DIVISION Ib-ELECTRICAL, ASSOCIATES, I PROJECT SCHEDULE CONSTRUCTION THE TIMELINE G THE WORK LIGHT FIXTURES EXIT SIGNS.WALL MOUNTED ASHTRAYS ETC,BE WHERE TEMPERED .LA55 IS USED O DIVIDED LIGHTSS THAT PANELS WALLS, TO SPECIFICATIONS. INVOLVED IN THIS PROJECT PRIOR TO CONSTRUCTION COMMENCEMENT. COORDINATED WITH BUILDING OWNERS PROPERTY MANAGER. - CLERESTORIES ETC..THE CORNER OF THE GLASS THAT CARRIES THE U.L. LISTING LABEL ETCHING SHALL BE PEALED IN A CONSISTENT LOCATION PAINT SHALL BE DELIVERED TO THE JOB SITE IN UNOPENED CONTAINERS ELECTRICAL: - 1H THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES SEE MECHANICAL ENGINEERS ORAW11165 FOR EXTENT OF MECHANICAL AND PATTERN UPON INSTALLATION. OF THE ORIGINAL MAHIFALNRER. INCWDING THE TENANTS SUBCONTRACTORS. EQUIPMENT REMOVAL. THE GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED POWER FOR ' SEE DIVISION q FOR FINISHING OF DOORS AND FRAMES. ALL SURFACES SHALL BE PREPPED FOR NEry PAINT,U.O.N. TROPES. KEY PLAN- ' 11. THE GENERAL CONTRACTOR SHALL FOLLOW THE WORK AS OUTLINED IN ELECTRICAL ITEMS,SUCH AS RECEPTACLES,LIGHT SWITCHES ETC..NOT TENANTS WORK LETTER OR LEASE AGREEMENT,IF APPLICABLE. SHOWN TO REMAIN SHALL BE REMOVED. WIRING SHALL BE BROUGHT BALK DIVI510N 4-FINISHES DEVICE COVER PLATES SHALL BE INSTALLED AFTER FINAL PAINTING. THE GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED CONNECTIONS TO ELECTRICAL PANEL. TO TENANT SUPPLIED EQUIPMENT 12. THE GO5T OF CONSTRUCTION SHALL INCLUDE ALL RELATED FEES FOR - ALL HARDWARE AND DEVICES SHALL BE LEFT FREE OF PAINT AND/OR e�PD AE PERMITS,APPLICATIONS.PROTECTION,CONSTRUCTION AND DEBRIS 6L SHALL PATCH FLOOR SLAB TO MATCH EXISTING WHEREVER FLOOR 6YP.AM BOARD, ADHESIVE. ELECTRICAL ENGINEERING TO BE ON A OESIGN/BUILDIN6 BASIS. SEE ` REMOVAL MOUNTED RECEPTACLES ARE REMOVED. ENGINEERING DRAWINGS FOR ELECTRICAL WIRING,GIRGUITING,SWIYGHING �� B S�� ALL DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS OTHERWISE SEE'GYPSUM BOARD'SECTION FOR PREPARATION OF PARTITIONS PRIOR AND EMERGENCY LIGHTING AND SPECIFICATIONS. 13. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIRE DIVISION 2-SITE AND UTILITIES,WA INDICATED. TO PAINTING. 'P PROTECTION DEVICES TO MEET LODE. LOCATE FIRE HORN AND LIGHTS IN - - - SEE TELEPHONE AND ELECTRICAL PLAN FOR DEVICE COLOR COMPLIANCE H[TN STATE AND LOCAL AUTHORITIES. DIVISION S-CONCRETE,WA 66 SHALL PROVIDE ALL REQUIRED METAL FURRING,EDGE BEADING,STUDS, ALL NEW AND EXISTING GYPSUM BOARD PARTITIONS,SHALL BE FINISHED SPECIFICATION. ; FASTENERS,ACCESSORIES AND BLOCKING FOR GYPSUM.BOARD WITH I PRIME COAT OF WALL FINI91-1/5EALER AND 2 FINISH GOAT5 OF 14.THE GC SHALL PROVIDE ALL REQUIRED PROTECTION TO DIVISION 4- MASONRY,WA CONSTRUCTION. EGGSHELL FINISH LATEX PAINT.U.O.N. LIGHT SWITCHES SHALL BE ROCKER ARM TYPE,U.O.N. BUILDING CORRIDORS.ELEVATORS,LOBBIES ETC...AS WELL AS EXISTING - - - �p ITEMS NOT TO BE DISTURBED BY NEW CONSTRUCTION. DIVISION 9-METALS,WA GENERAL CONTRACTOR SHALL PROVIDE PAINT LE METAL ACLE55 EXISTING PAINTED GYPSUM BOARD SHALL RECEIVE 2 FINISH GOATS OF ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT IB'A.F.F. 0 No. L,, 15.'THE bG S FURNISH BUILDING OWNER AND TENANT WITH �7717 1 EN.ES PANELS IN NEW GYPSUM BOARD CEILINGS AS NEEDED FOR ACCESS. EGGSHELL FINISH LATEX PAINT. V.O.N. EAT, t+ LE5 DIVISION b-WOOD AND PLASTICS � -REPRODUGI OF AS-B11LT DRAWINGS. - WHERE NEW GYPSUM BOARD PARTITIONS ABUT EXISTING GYPSUM ENCLOSED HOLLOW METAL,CONVECTOR ENCLOSURES t MISC.METALS SHALL ELECTRICAL LIGHT SWITCHES SHALL BE MOUNTED AT 44'A.F.F. p� DIVISION bA-CARPENTRY, GOWMNS NEWENGYPSUM BOARD SHALL BE CARRIED IN FRONT OF GOWMN. RECEIVE I PRIME GOAT METAL PRIMER ANp 2 FINISH GOATS OF ALKYD - CUIfC� r 16.CORE NA SHALL CONTACT THE BUILDING MANAGER FOR CONSTRUCTION SEMI-GLOSS ENAMEL. GANG TYPE WALL PLATES SHALL IC USED WHERE MORE THAN ONE LIGHT COORDINATION AS WELL.AS BUILDING REGULATIONS - NEW GYPSUM CONR'S INSTRUCTIONS. SHALL R INSTALLED AS PER SWITCH I$GALLED FOR IN A PARTICULAR LOCATION. d� ALL DIMENSIONS ARE TO PALE OF FINISHED PARTITION,U.O.N. A D SAWED SMOOTH INSTRUCTIONS. PARTITIONS SHALL BE TAPED,S DENTS D STAINED MILLWORK:SHALL 0E FACTORY FINISHED ACCORDING TO SAMPLE li. DO NOT SCALE DRAWIN155. AND SANDED SMOOTH AND BE FREE OF ALL EU PAINT RIPPLES,DENTS PROVIDED BY EDA.FIELD FINISHED WORK SHALL 0E REJECTED. _ UNLESS OTHERWISE INDICATED,EXISTING DEVICES AND SATIONS. SMALL BE PROVIDE S ABUT SEALANT AT JOINT WHERE NEW AND BUMPS AND SHALL BE PREPARED FOR NEW PAINT AND/OR REPEALED WITH NEW DEVICES TO MATCH NEW SPECIFICATIONS IS. PROVIDE SHOP DRAWINGS AND WOOD SAMPLES OF ALL PARTITIONS ABUT SLAB,BUILDING LORE,METAL PANELS AND WINDOWS. WALLGOVERINI6. - WALL COVERINGS/PANELS, - HILLWORK FOR EDA REVIEW AND APPROVAL. Ny VOICE DATA LOCATIONS,THE bC SHALL PROVIDE X. CONDUIT WITH PROVIDE ALL ROUGH CARPENTRY,INCLUDING BUT NOT LIMITED TO,HAILERS. EXISTING PARTITIONS SHALL BE PREPARED FOR NEW FINISH TO MATCH SHALL BE AS SPECIFIED ON THE PAINT AND FINISH PLAN AND SHALL BE NYLON ORA6 LINE,IN WALLS.TO A BLANK,UNCTION BOX. DATA ANp . Iq.THESE PROVIDE SUBMITTALS IN TRIPLICATE OF ALL EQUIPMENT SPECIFIED IN SHIMS FIRE STOPPING,K INCLU.NGBLOCKING AND AND ELECTRICAL S A5 ADJACENT SURFACE. CLASS A TELEPHONE WIRING SHALL BE BY TENANTS VENDOR,UDN. THESE DRAWIN65 AND/OR SPECIFICATIONS.FOR DESIGNER AND ENGINEER REQUIRED BY THE WORK INGWDING MECHANICAL AND ELECTRICAL - ISSUES/REVISIONS- REVIEW AND APPROVAL. TRADES. SEE CONSTRUCTION PLAN FOR PARTITIONS THAT ARE TO HAVE NEW FULL WALL COVERING SMALL UB INSTALLED A5 E E5 FREE FROM,PART, EQUIPMENT'SHALL HAVE A BAKED WHITE ENAMEL FINISH U.ON. T/ICKNE55 SOUND GATT INSULATION. UN516HTL PAINT,RIPS BUBBLES,TEARS.SMEARS AND LOOSE OR - - :N5 THE GENERAL CONTRACTOR AND HIS ACTUR TRACTORS SHALL ALL CARPENTRY SHALL BE LEVEL,PLUMB AND SECURELY ATTACHED. T UNSIGHTLY SEAMS AND SHALL BE PLUMB AND LEVEL. - ELECTRICAL OUTLETS ABOVE COUNTERS SHALL 0E MOUNTED INSTALL ALL ITEMS ACCORDING TO MANUFACTURERS RECOMMENDED WHERE NEW AND/OR EXISTING PARTITIONS INTERSECT PERIMETER - HORIZONTALLY. INSTRUCTIONS. PROVIDE ALL REQUIRED ROUGH HARDWARE AND FASTENERS. - CONVECTOR ENCLOSURES: INSULATION SHALL BE INSTALLED IN THE 6G SHALL USE A NEW BLADE FOR EVERY CUT OF MATERIAL. CONVECTOR TO AVOID NOISE TRANSMISSION. THE ELECTRICAL ELECTRICAL DE SHALL COORDINATE WITH THE 21.THE JOB SITE SHALL BE BROOM GLEAN AT ALL TIMES. RATED PARTITIONS SHALL 60 TO THE UNDERSIDE OF THE DECK ABOVE, GC SHALL INSPECT WALL COVERING,PRIOR TO-INSTALLATION.ORDER NDFOR FLAWS MILLYIORKER ANY ELECTRICAL DEVICES IN CABINETRY. U.O.N. - WHERE PARTITIONS ABUT PERIMETER BUILDING WINDOWS, PROVIDE A OR IMPERFECTIONS DISC AND FOR CORRECTNESS OF ORDER AND SHALL NOTIFY 22.THE 6G SHALL PROVIDE TEMPORARY LIGHTING AT THE JOB SITE. COMPRE5510LE BLACK FILLER STRIP BETWEEN PARTITION END AND 6LA55. EDA OF ANY DISCREPANCIES. ALL WIRING SHALL BE CONGEALED. _ ALL GAR-cNTRY AND MILLYIORK SHALL BE FIRE RETARDANT AS 2B.GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR REQUIRED BY COPE. GG SHALL PROVIDE WALL BLOCKING FOR MILLWORK. SEE CONSTRUCTION FACE OF SOFFITS SHALL BE FINISHED TO MATCH ADJACENT WALL SHALL EE MIN.U.O.N.AND SHALL EE SUPPORTED BY DISCREPANCIES BETWEEN DRAWINGS AND TRADES RIICH ARE NOT - PLAN FOR LOCATIONS OF MILLWORK STANDOFFS TO SURFACE VD.N. STANDOFFS WIRED TO CEILING SUPPORT$OR AS REQUIRED BY LOCAL' BROWN TO THE ATTENTION OF EDA PRIOR TO WORK COMMENCEMENT. MISCELLANEOUS CARPENTRY, CODES AND ORDINANCES. TYPE'X'OR EQUAL FIRE RATED GYPSUM BOARD SHALL BE STALLED IN GC SHALL PROVIDE A CLEAR PLASTIC BEAD AT OUTSIDE fORNERS OF 24 BASE BUILDING COMMON CORRIDORS SHALL BE PATCHED TO MATCH COAT LL05ET SHELVING:SHALL BE FIXED,9/4'M SHALL. WAN VENEER PLY FIRE RATED PARTITIONS. FIRE RATED PARTITIONS SHA BE - WALL COVERING EDGE. THE GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL WIRING AND EXISTING FINISHES WHERE NEW WORK OCCURS WOOD WITH SOLID WOOD NOSING STRIP.AND SMALL BE FINISHED WITH 3 CONSTRUCTED ACCORDING TO ASTM SPECIFICATIONS. - L CONNECTIONS TO TENANT SUPPLIED FURNITURE SYSTEMS UPON MOVE-IN: COATS CLEAR COLOUR. - - 66 SHALL BE RESPONSIBLE FOR FINAL GLEANING OF WALLCOVERING. 25,THE GENERAL CONTRACTOR SHALL ARRANGE FOR ONE WEEKLY CHOWEERAMIC, ,TILE INSTALLATION EQUAL AND I BOARD SHALL N USED UNDER LI6MIN16, ISSUE-5LDG PERMIT 12/03/O7 MEETING WITH WITH EDA AND THE THE JOB SITEORS,OCCURRING DURING GOAT CLOSET ROD, SHALL BE HEAVY GUNGE,CHROME FINISH CERAMIC TILE INSTALLATION AND IN DAMP LOCATIONS. - EACH WEEK OF CONSTRUCTION,AT THE JOB SITE. ROD WITH ALL REGVIRED FASTENERS. LEILIN6 SUSPENSION SYSTEMS, LIGHT FIXTURE.SHALL BE INDEPENDENTLY SUSPENDED AS FEQUIRED BY C SEE PAINT AND FINISH PLAN FOR GYPSUM BOARD PAINTING SCHEDULE. BY CODE. 26,THE GENERAL CONTRACTOR SHALL RECORD AND DISTRIEUTE WEEKLY pIVISION 66:MILLWORK SHALL BE AS ON REFLECTED CEILING RAN. INSTALLATION .. MEETING MINUTES. - SMALL COMPLYY HITH WITH LOCAL CODES AND ORDINANCES. - THE GENERAL CONTRACTOR SHALL PROVIDE ALL CAMPING FOR LIGHT 21.IN THE EVENT THAT ASBESTOS IS DETECTED IN THE JOB SITE.THE -VERIFY IN FIELD ALL DIMENSIONS TO INSURE PROPER CLEARANCES AND FINISHES: GC SHALL PROVIDEALL REWIRED M PIECES AND CARRYING FIXTURES. PROJECT NUMBER- 20-7134 GENERAL CONTRACTOR SHALL NOTIFY THE LANDLORD IMMEDIATELY. FIT. PROVIDE ALL REQUIRED HARDWARE FOR PROPER OPERATION SHALE BE AS INDICATED ON PAINT AND FINISH FLAW. CHANNELS. SYSTEMM HUNG IN SHALL Be HUNG INDEPENDENTLY t DIRECTLY FROM THE GENERAL CONTRACTOR SHALL NOTIFY EDA OF ANY CEILING/ REPO DESIGN ASSOCIATES SHALL HOT BE LIABLE FOR ASBESTOS INCLUDING BUT NOT LIMITED TO DRAWER GLIDES STOPS.STOP RILLS.HINGES. SLAB ABOVE. LIGHTING/DUCT WORK CONFLICTS CEILING PRIOR TO INSTALL B INSTALLATION. ISSUE DATE- SEE AOVE REMOVALVAL, CATCHES ETC.SHALL BE NAPE AND VO6T MFG.CO.t STANL.EY OR EQUAL. ALL FINISHES SHALL BE INSTALLED ACCORDING TO MANUFACTURR5 RECOMMENDATIONS. ALOlTTILAL LEILIN6 TILE, - EXISTING LIGHT FIXTURE SHALL Be GLEANED REPI.AMPED AND DRAWN BY. DRAFTSPERSON '25.THE GENERAL CONTRACTOR SHALL DISTRIBUTE THIS GENERAL NOTE PROVIDE`SUBMITTALS OF ALL HARDWARE TO DESIGNER FOR REVIEW AND C REBALLASTED AS NEEDED. SHEET TO ALL TRADES APPROVAL. - GENERAL CONTRACTOR SHALL PROVIDE SAMPLES OF ALL FINISHES,IN SHALL BE A5 SPECIFIED ON REFLECTED CEILING PLAN. - DRAWING SCALE- NA TRIPLICATE,FOR DESIGNERS REVIEW AND APPROVAL. REFER TO ARCHITECTURAL DRAWIN65 FOR ITEM LOCATIONS AND MILLWORK SHALL BE CUSTOM GRADE'AS SPECIFIED BY THE Q/ANTITES. - FILE, 20-1134-SN-1 ARCHITECTURAL WOODWORK INSTITUTE.LION. PROVIDE ALL REMIXED STONE.CERAMIC TILE /OR FLOORING: SHALL BE AS DIVISION 10-SCIALTIES, BLOCKING AND FURRING AS REQUIRED. INDICATED ON PAINT ANDD F FINISH PLAN. PE GC SHALL LEVEL AND PREP SLAB ACCESS PANELS SHALL BE INSTALLED AS REQUIRED FOR MECHANICAL DEMOLITION NOTES TO AGCEPT HEN GL SHALL PROVIDE BLOCKING IN PARTITIONS FOR WALL MOUNTED AFTER INSTALLATIONN.AGGORDING TO MRING.�SHALL FIN15H AND OR HMWFAGTURER'5 I STRUGTION5. FIRE PMIN6UI5lIERS, SYSTEM ACCESS. PROVIDE SUBMITTALS TO EDA FOR APPROVAL, PROJECT NAME/LOCATION, CABINETRY. bC SHALL PROVIDE FIRE EXTINGUISHER CABINETS ACCORDING TO LOCAL DOWN LIGHTS AND WALL WA5HER5 SHALL BE ON DIMMERS.V.O.N. 1. ALL WORK DEMOLISHED.EXCEPT THAT WHICH IS TO BE REUSED OR WHERE SAME 15 BY OTHERS,THE FINAL GLEANING AND WAXING SHALL FIRE MARSHAL LOCATIONS UPON PLAN REVIEW. RETURNED TO BUILDING OWNER, SHALL BE REMOVED FROM PREMISES. VENEERS AND/OR SOLIDS SHALL BE OF PREMIUM GRADE AND SHALL BE ALSO BE BY OTHERS. FACTORY HOLES ANDISAW.FIELD FINISHED ITEMSD TO HATCH 5AMPLE �ALLED BY EVA.BE REJECTED. ALL NAIL FIRE GROUT COLORS SMALL BE SELECTED BY EDA. SERIES.EXTINGUISHER GLBSABC TYPE,UON�SEMIALL BE BY RECE55ED NN2 IR/2'METAL5No L 15T OF ABBREV I ATI ON5 _ MEW _ly NIZ L�IP9 2.ITEMS TO BE REUSED SHALL BE CAREFULLY STORED AND PROTECTED - BY&G. WALL FOR ADA COMPLIANCE OF NO MORE THAN A 4'PROJECTION. PANTRY CABINETRY AND LOIINTERS SHALL BE FULL FLUSH OVERLAY FLOORING UIDERLAYMENTS SMALL CONFORM TO LOCAL FIRE CODE AEU. ABOVE - �I1(�111I D� /� 3. THE 6C SHALL PROVIDE PROTECTION TO ALL ITEMS UNTOUCHED BY NEW DESIGN UNLE55 OTHERWISE INDICATED ON DRAWIN65 AND SHALL BE OF ORDINANCES. GG SHALL OBTAIN LOCAL FIRE MARSHAL APPROVAL PRIOR SEE DRAWIN65 FOR FURTHER SPECIAL ITEM 5PEGIFICATIONS. - A.G.T. ACOUSTICAL CEILING TILE 41 C'�'�� ��Q�I�I OO 1:11.7W IN OO WDD WORK 'CUSTOM GRADE'AS SPECIFIED BY THE ARCHITECTURAL WOODWORK TO ORDERING OF FLOORING. - ADA AMERICANS WITH DISABILITIES ACT U INSTITUTE.CABINETS SHALL BE HIGH PRZ-55URE PLASTIC LAMINATE ON 3/4' A.F.F. ABOVE FINISHED FLOOR 4. THE GC SHALL PROVIDE PROTECTION TO EXISTING PERIMETER FAN PAR ICLEBOARID HITH A BACKER SHEET DING DOORS SHALL EE OF HED W MELAMINE.PLASTIC ALL EXPOSED GC SHALL ATE. RESILIENT FLOVIDE A ORING MARBLE TRANSITIONSBLADDLE AT ALL CERAMIC TILE TO CARPET DIVISION II-EQUIPMENT, BLGDK'G BLILDINGG mmmos9 Pa� COILS.ENCLOSURES AND PIPES OCKIN CABINET INTERIORS SHALL BE FINISHED IN MELAMINE.PLASTIC LAMINATE. CA81,1 - CABINET WOMB Cd. KI Cc1 ST 5. ALL ELECTRICAL DEVICES NOT TO BE REUSED SHALL BE PULLED BALK SHALL COMPLY WITH A5TM STANDARDS. COLORS SHALL BE SELECTED CARPET, - SHALL Be AS SPECIFIED ON DRAWINGS. 66 SHALL PROVIDE ALL LT. • CERAMIC TILE - - W I2JLIUV @spa 13 II TO PANEL. WALLS SHALL THEN BE PATCHED,5PACKLED,5ANDED SMOOTH BY DESIGNER. CARPET SHALL BE INSTALLED TO BE FREE OF RIPPLES.BUBBLES.OPEN �CVIRED ELECTRICAL AND MECHANICAL EQUIPMENT: EL - ELECTRICAL CONTRACTOR FLOOR W CLEAR AND PREPARED FOR NEW TREATMENT. PREFABRICATED DECORATIVE MILLWORK SHALL BE INSTALLED SEAMS.TEARS AND THREADS. - EDA ESPOSITO DESIGN ASSOCIATES - AGGORDING TO MAHUFA:GTUREW5 INSTRUCTIONS. DIVISION 12-FURNISHIN65, EX5T'G EXISTING - DRAWING TITLE, AREAS NEWLY CARPETED SHALL BE PROTECTED FROM DIRT AND DAMAGE FLOUR. FLUORE5GENT DIVISION 1-YHERMAE AND MOISTURE PROTECTION DURING REMAINDER OF INSTALLATION. FLR. FLOOR WINDOW TREATMENTS: EXISTING BUILDING STANDARD BLINDS SHALL BE FR. FIRE RATED CARPET SHALL BE AS SPECIFIED ON THE DRAWIN65. CARPET SHALL BE REMOVED DURING CONSTRUCTION AND REPLACED AFTER CONSTRUCTION. GC. GENERAL CONTRACTOR GC SHALL PROVIDE V.L.CLASSIFIED FIRE5TOPPING IN ALL SLAB INSTALLED BY DIRECT GLUE DOWN METHOD,VAN 6C SHALL OBTAIN FIRE GL, GLA55 GENERAL /.T II MOSP2(c PENETRATIONS AND PARTITION PENETRATIONS. FIRE5TOPPING SHALL BE TEST DATA,RADIANT FLUX TEST AND FLAME SPREAD RATINGS AND GC SHALL COORDINATE WITH BUILDING MANAGER AND SHALL INSPECT GYP.ED. GYPSUM BOARD l3T GENERALS NOTES ES EM OR EQUAL. SUBMITTING TO LOCAL FIRE MARSHAL.CARPET SHALL BE CLASS A. EXISTING BLINDS FOR CORRECT OPERATION AND REPAIR BROKEN BLINDS H6T, HEIGHT AND REPLACE MI551NG BLINDS. H.M, HOLLOW METAL _ THE 6G SHALL PROVIDE FLASH PATCHING UNDER CARPET TO LEVEL SLAB INLAND. INGANDESGENT TO ACCEPT CARPET. THE GC SHALL PROVIDE FINAL VACUUMING OF NEW AND/OR EXISTING BLINDS SHALL BE CLEANED AND IN GOOD INSUL. INSULATION CARPET PRIOR TO TENANT OCCUPANCY. WORKING ORDER PRIOR TO TENANT OCCUPANCY. LAY. LAVATORY DRAWING NUMBER- MNTD. MOUNTED CARPET INSTALLATION SHALL CONFORM TO THE FOLLOWIN6 ADA SEE CONSTRUCTION PLAN FOR ANY NEW WINDOW TREATMENT MTL. METAL STANDARDS:"IF CARPET IS USED,IT SHALL BE SECURELY ATTACHED,HAVE SPECIFICATION. O.G. . ON CENTER _ A FIRM CUSHION,BACKING OR1/PAD A(OR NONE)BE A LEVEL LOOP PILE WITH OPN'b OPENING 1\/L`��I`J1f 11LJI-\\`IVII LUI F MAXIMUM PILE HEIGHT F 1/2',`AND'ALL EXPOSED FD6E5 SHALL BE OTHER FURNISHINGS SHALL BE BY OTHERS. PLYU'TD.: PLY WOOD PTO. PAINTED FASTENED TO FLOOR SURFACE WITH CARPET EDGE TRIM.' 121YI510813-SPECIAL CONSTRUCTION,WA pTN_ PARTITION . WHERE CARPET ABUTS RESILIENT FLOORING,A VINYL REDUCER STRIP PTR. PRIMER SHALL BE USED AS EDGING. COLOR SHALL BE SELECTED BY EDA, ALL DIVISION 14-LONVEYIHS SYSTEMS,WA RED'D REGVIREp FLOOR TRAN5171ON5 SHALL MAINTAIN A HEIGHT NO GREATER THAN I/4', - RM. ROOM - ACCORDING TO ADA STANDARDS, 5TL. STEEL TBp_- TO BE DETERMINED SPACE FINISHES SMALL ICHCONTINUEAT INTO ET CLOSETS AND SHALT-MATCH THAT OF THE TEE. TELEPHONE a cD ` VINYL COMPOSITION TILEV:I SPADE ONTO WHICH THAT CLOSET OPENS V L.T. - NC VERIFY IN FIELD _ - WL, WALL COVERING WD. WOOD VON. ,UNLESS OTHERWISE NOTED LEVEL LANDIN6� LEVEL LANDING If •'��q ¢ t``S y x MAXI M RI I MAX RI PROJECTION(FEET) TO<I,20 90 40 FLU5H RISER ANGLED NOTING F CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROAC CIRCULAR r-SHAPED CO[ttlP®gLlk1Tffi OF Q ffiIN®LE RQR9P C47GIIEELCN11I11 TURNING 1/ CLEQR FLOOR SPACE ROffiERffi QqD 9 aLVA � csvA � a.4A ESPY' :TO D,-Slc!i/^"0S'lSl;T GOQNDRAILffi t 7' S 'r.i'I Ati veJr< mM,l"si�ulkai�rti �.In'.1�1!�IfLly. n�i,4-�r...•nl•....n•rvrr::;Y<•urn�:.1/nr ry•rv.�ni c.rimirin/.rMnraN' - - and/rrr u,.inr,,.nurin;tMx+rrA:N:•,.,:, I'I�>:I„) 1 - SEAL. . 1 � \\ KEY PLAN *cc Q OBffiTRUCTED HIGH SORE REACH Y ODNOBSTRUCTED FORWARD REACH F3�L VATOR CA'� CONTROL HEUQHTB m 9 LP 6tle6l��O.7797 GL4A G64A 'y �EpDpp 9 I' 'TO WO' / o (4'6' OUEI•l MAX-�. �/� FOR EXISTING - - - BUILDING) MI'N �INO11(011 DIMENSIONS OF ELEVATOR CARS R439. m NOTE, THE AUTOMATIC DOOR REOPENING DEVICE 15 ACTIVATED IF AN ` OB"ECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPR-SENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING CLEAR DEVI CE NOT REQUIRING CONTACT. _ ISSUES/REVISIONS, NOTE,X.12•IF DOOR HAS NOTE,Y.48"MIN. 4*2.12'IF NOTE,Y.48"MIN.IF DOOR DOOR HAS BOTH LATCH AND - BOTH CLOSER AND LATCH CLOSER - HAS CLOSER FOLDING DOOR GI®I3T�7QS7 QND ELEdQT®R ENTRGQN�°ES _---- NOTE-X.%'OR .'J {'�-(' • r---1 F GREATER IF Y 15 0.4A NOTE-E%ISTING CALL BUTTON ARE PERMITTED TO - HINGED DOOR GREATER THAN 24' REMAIN AT 54'A.F.F. I I I PUSH SIDE >•I I I PUSH SIDE F'1.15F1 SIDE 1 - I ar I I I 1 ar Hw I I I 1 FRONT APPROACH-SLIDING DOORS LATCH 51DE FRONT APPROACH-SLIDING DOORS SLIDING DOOR MAXIMUM DOORWAY DEPTH AND FOLDING DOORS AND FOLDING DOORS - 155UE-BLOC,PERMIT 12/03/01 I-PULL 516E -I PULL SIDE - RILL 51DE (m 1DOORffi AND DOORtlt7QYYffi -• uu cs4a PROJECT NUMBER, 201134 a•'f°1"`°O"TL SYMBOL INDIGATE5 (68'ARGHITEr MAiAL) - ISSUE DATE, SEE ABOVE I8'( ATE OF NY) 1 DIRECTION OF APR70AGH �-I � •' DRAWN BY. DRAFTSPERSON NOTE,IF Y 60 THEN`X. NOTE,Yv94"IF DOOR HAS CLOSER I I ) SECTION 7HRU DRAWING SCALE NA ..... �•.• IF Y.54',THEN X.42' - ..•... /. I 1 / DRINKING FOUNTAIN - . EQUIPMENT PERMITTED IN SHADED AREA - FILE, 201134 614-2 FRONT APPROACH- HINGE 516E APPROACH- LATCH SIDE APPROACH- SLIDE SIDE FRONT APPROACH-SLIDING DOORS / \ , -SWINGING DOORS -SWINGING DOORS -5Y4IN6IN6 DOORS AND FOLDING DOORS SPOUT HEIGHT AND \: KNEE CLEARANCE PROJECT NAME/LOCATION• 1) NOTE, ALL DOORS IN ALCOVES SHALL COMPLY WITH THE i I KeeAISY " CLEARANCES FOR FRONT APPROACHES M �, ] (� I� /. SPOUT SHALL BE 9"OF FRONT n-irArcw W�W MO�ry7 �aLT� / AND SHALL DIRECT FLOW w w V O w IJ''12 U�Qq(EUVERIN® CLEARANCEAT DOORS AND OPIENON®ffi - PARALLEL TO FRONT FLOW 11V G64A ��::` I�:•o 1 ) SHALL�BE A MINIMUM OF MIRRO \\`J -I�// .`� �,.•. e�� ���. �I SP�E LyI��lJI1V©�4T 11c�J U L----- b IKINEUVERON® CLEARANCES QT �r�2'X\ � d � � 0 O o LEVER VALVEI �• - I� „ € ® TS�O WHOM DOORS ON S4IERIIES ��.' ��OO� L dIN X CLEAR ACCESS - _ PROPORTIONS FOR R4A ,SPACE DRAWING TITLE, INTERNATIONAL SYMBOL OF ACCESSIBILITY 544ING DOWN GRAB _ •� _ BAR SHOWER SEAT DESIGN DRONKON®FOUNTAON CLEARANCES CLEAR FLOOR SPACE IS"DIA.RAIL(55 •',,,,,� ¢ G� `' may) 9� QqD O`�OOIgTIN® GIEIO08T✓;, 9A. T li&7ATER CLOffiETffi QDD L°\ NOTES OR CHROME) PROTECTED PIPING ooaoa 1 // 1 "�Y°°0' ^.4^�' 0 11///�>✓I—/1 J11 T �• NTRO AREA o . O _ DRAWING NUMBER, .moo„ 1h,yr INTERNATIONAL TDD 5YMB0L INTERNATIONAL SYMBOL OF ACCESS FOR HEARING L055 8 /� I I CLEAR FLOOR SPACE } 4 uv (� ... I/4'to I/2"�1 I / TP. n I NOTE,PARALLEL nINTLERNATIONAL SYMBOLS/ [1(� ,r , APPROACH = IIv/G64.0. r I/4•MAX. f +' '•J L-_J PERMITTED IN �/ 7 I �• EXISTING BUILDING. CONTROL WALL 'n �:•'••.. •. .. ...:• •...-: ,A +H{ TRANSFER TYPE SHOWER - FLOOR OR WALL MOUNTED It WATER CLOSET L&VATORV HIECON78 CONTROLS AND BEAT NOUNTM HEUGHTS r HEIOIOTS AND CLEARANCES AND CLEARANCES FOR TYPOCAL TRANSFER SHOWER LIO�OTffi OF PROTRODDIN� OB 0(EC4ffi S9ERTOCQL CCBANOES ON LEVEL BIECIELED CGOANOIEffi Oq L(EPIEL 9g pq 1IQ OA uu 0.4F� G64A �O .WK �O G64A XreF eca\2006\206ZZZ Pro' �� Name\3. Drawing , GDs\TBLK.dkq DEMOLITION LEGEND: „ . N.[.(,'. DENOTES AREA NOT IN CONTRACT s Cx ---- EXI5TIN6 PARTITIONS TO REMAIN EXISTING PARTITIONS TO Be REMOVED. .§� ., } =a a a EXISTIN6&LASS PARTITION TO BE REMOVED $ D E%ISTIN6 DOOR AND FRAME `'�,�`• ) TO BE REMOVED. / I EXISTIN&DOOR R FRAME ;=v—Prt i rj DHIGN fiSSS�OCIA 1 - / TO REMAIN. 2L�J tidC(::;1•:>?:::`s:..`>::'IF11GfG::.:1)V'1'� - . MILLWORK TO BE REMOVED 2C3. .'=;u fi4ii.:'r;'i.`)OS4 L_J )." TELE.t ELEC.OUTLETS TO BE REMOVED. "e PNnn.N rin..n w.�n..m,n ,nc eun Mnulvn nlu.l,w'N,h Jd uufi.in . - waJ.+,:,v w4�r l:,:�w„m4vxwvJl� nK Uu„d ul DEMOLITION NOTES � DE91C; mp A: z. «,I�Irl�.11r,,,�.n�IT.:R�,�«I�,N,,.Mw_�,,TL�;INC.INS I.ALL APPLICABLE NOTES AND INFORMATION' SEAL' _ INDICATED ON OTHER ORANNISS, INCLUDIN& ORAWIN55 am-1 AND&N-2,ALSO APPLY TO - - THIS PLAN. \. 2.ALL DEMOLITION DEBRIS SHALL BE REMOVED � - - FROM THE PREMISES EXCEPT THOFiE ITEMS TO BE REUSED,RETURNED TO OWNER,OR AS OTHERWISE DIRECTED. \\ s.THE CONTRACTOR SHALL CAREFULLYREMOVE, KEY PLAN, LE EEMENTSµOES�TOR I CONSTRUCTION 1 \ 10 \ 4.WHERE REMOVALS ARE NOT POSSIBLETO EXIST NO ITEMS, C. SHALL REPITEMS WITHOUT \ \ I O OR REPLACE DAMAGED I MS AS \ \ REQUIRED. _ \� s r�I I I \ L 1 �?1T�k1 s.R use NOT USED II T_-_� i L IJl \\ I I m 1\1_ o - 6 usN- NOT USED ` \\ I� \.\ \ ,r F_T_I_T"l: D - 1.ALL EXISTING PLUMBING LINES FROM SINKS \\\\• Ir sI 11 ., 5CHEOULED FOR DEMOLITION TO.BE REMOVED AQ - \\ N\\ r L _-S m-A x. 13;II - BACK TO THE MAIN AND CAPPED AS PER \�N if „<'� CODE. I-T-1 r T �9- D.VERIFY WITH FINISH PLAN EXTENT OF EXI5TIN5 -I'�-TI }-I--T 7II FINISHES TO BE REMOVED. \\ �\\\ T, J I,CI / - - 9.VERIFY WITH BUILDING MENT EXTENT OF DEMOLITION NOi COVERED WITHIN THE _ - \\ \\ \ - - 10.EXISTING COLUMN ENCLOSURES AND WALL \Y/-Q - SURFACES TO BE PATCHED AS REWIRED CUE ISSUES I REVISIONS, - TO DEMOLITION.SEE FIN15H PLAN FORNEW - SURFACE MATERIAL. NI \ ALL'EXISTINS FLOOR POWER/DATA CORE \\\\` It.DRILL LOCATIONS TO BE REMOVED.U.OA ,1 6.G.TO PATCH CONCRETE SLAB AS REQUIRED LLr T 'I POOR PROPER PIKE RATING AND NEW FINISHES. I I 111 \ I ql O 12.EXISTING WINDOW BLINDS TO BE SAVED AND CLEANED IF APPLICABLE. 6.0.TO REINSTALL AFTER CONSTRUCTION 15 COMPLETE. 15.VERIFY NTH CEILINS PLAN EXTENT OF EX RE SMO�D CEILIK55 AND LIGHT FIXTURES TO BE \\\ \\ \\\ _ 14.THE GENERAL CONTRACTOR 15 TO PROVIDE - "•\ \\`. - - PLASH PATCHING FOR THE EXISTINS SLAB IN AREAS OF DEMOLITION AS REQUIRED. ISSUE-6LDG PERMIT 12/03/01 \ - e 15.5ALVAGE ALL EXI5TIN&FIRE E%TIN61.115HERS AND CABINETS FOR RE-1.05E U.O.N. 16.THE GENERAL CONTRACTOR SHALL PERFORM PROJECT NUMBER, 201I34 ♦ �y ALL WORK IN A MANNER NOT TO DISNRB ANY .TENANT IN THE BUUILDING AND SHALL NOTE ALL ISSUE DATE, SEE ABOVE OVERTIME COSTS TO COMPLETE THE WORK. DRAWN BY, S.R.O./AEP 11.THE GENERAL CONTRACTOR 15 TO - - COORDINATE ALL PHASES OF DEMOLITION II FOR THE PROJECT AND NOTIFY EDA OF ANY DRAWING SCALE, DISCREPANCIES R CONFLICTING CONDITIONS FILE, 201134 A-0.0 WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE SCOPE OF WORK PRIOR TO COMMENCEMENT OF PROJECT NAME/LOCATION, - - - DEMOLITION. 16.REFER TO THE ENSINEERINS DRANN55 FOR SPECIFIC INFORMATION ON MECHANICAL FLUMBI , ' - PLVMBING OR. ELECTRICAL DEMOLITION. V U ILfLl 111� 19.PROTECT AND SEAL ALL WINDOW VENTILATORS CURING DEMOLITION AND CONSTRUCTION. N82 y/&H UGH ROAD D 20.170 NOT REMOVE ANY BUILDING CORE DOORS. TELEPHONE OR ELECTRICAL CLOSET DOORS. ��'�e UVU�lO�9 I�i11Li1 OR FIRE EXIT DOORS UNLESS SPECIFICALLY - NOTED. GROUND rLOOR 21.DO NOT REMOVE ANY BUILDIN&CLASS'E' FIRE PROTECTION 516NAL5 R EQUIPMENT UNLESS SPECIFICALLY NOTED.PROTECT AS _ - REQUIRED FOR THE DURATION OF THE DRAWING.TITLE- - PROJECT. �11 22.CONTRACTOR TO PROVIDE TEMPORARY DUST DD LSNiVOO LSO U OOO M " •G'tEC,.A CURTAIN PARTITIONS AT ALL LOCATIONS THAT ��' c�/ DEMOLITION WORK MEETS EXISTING AREAS pLS(:.1UC1 SPECIFIED TO REMAIN. ` ��`�.r<✓� c-y �✓a y 25.CONTRACTOR TO PROTECT ALL EXISTING WALLS AND FLOORS IN THE COMMON AREAS CS OF THE BUILDINS NEAR THE AREA(5)OF WORK. DRAWING NUMBER, 0 No.7717 t Vj �5 DEMOLITION KEY NOTES: n oO�O EDWAY �, Lrz� 9 ED DEMOLITION PLAN �� C�ASS. �°� D_I E 15TIN&FLOOR FRAMING POREN AND HEAD OFF AS RNEW STAIR. SCALE: I/8L-1'-0- - - - �Ql° � D-2 REMOVE EXISTING'EXIT'SIGN IN ADJACENT TENANCY AT POOR BLOCKED U AS REOV. . D-9 RELOCATE EXISTING PAIR DOORS AND. FRAME COMPLETE AS INDICATED.INCLUDES ALL A55 CIATED WORK IN THI5 AREA TO A ADJACENT WALLS,CEILIN55,ETC• DEMOLITION LEGEND: ElDENOTES AREA NOT IN CONTRACT s' 2 4. .. t v r EXISTING PARTITIONS TO REMAIN EXISTING PARTITIONS TO Be REMOVED n, - c c= EXISTING GLASS PARTITION TO 13 REMOVED t D Q I EXISTING DOOR/B AND FRAME TO BE REMOVED. .. • Y - -EXISTING DQOR t FRAME 0 CL ( N `S Jf IPt TO REMAIN. V J Be..t..�.S.._... ...I"t'..r.. 1..:..'.� MILLWORK TO Be REMOVED - - L_J bit ,.. New"cli: 1 TELE.4 ELEC.OUTLETS TO BE REMOVED. \ DEMOLITION NOTES: SEAL if I INDICATED oN OTH R�DRAWINGS�NCLUDING TT -K� \`\ \. ��_ ... y - DRAWINGS GN-I AND&N-2:ALSO APPLY TO - m,.r,U51 r nr cN n -XIn mom.rnc. +_-i I -- 1 f?- \\\\\'. \ \'.`\ \\ �..;,,• THIS RAN. " \\ \ \ \ 2.ALL DEMOLITION DEBRIS SHALL BE REMOVED \\\ II_ \�\ \�\ \ \ \\�. - FROM THE PREMISES EXCEPT THOSE ITEMS TO T � jI \\\�\\ r__ '\I\\\\ , ._ _.'_ '-_ BE REUSED.RETURNED TO OWNER.OR AS - I—I-+_.--1 L 1 L \\\� - ..OTHERWISE I,—I ED. \, i�\\\\\`\\\ \\ 9.THE CONTRACTOR SHALL CAREFULLY REMOVE, KEY PLAN. \' 1 \\ \ PROTECT AND STORE ALL CONSTRUCTION L - ! \ \\_� I \\\\\ \ \ ` \ ,\`• \ ELEMENTS TO BE REUSED. r \ \\�,\ - - T__f_.T f• .\ \\ \.\\\\\ \ \\\ II \\\\ 4.WHERE REMOVALS ARE NOT POSSIBLE WITHOUT - 7--F-1-1-T \ \\\�I� -L j `\ \ I r \ \ - - DAMAGE TO EXISTING ITEMS,GC.SHALL I 1 I 1 I I _ �' ^I_ ;\ \ - - -- \\ \ \ \ 1 \ \` REPAIR OR REPLACE-DAMAGED ITEMS A5 71 L �-L JK.d ,>,\ \\\\\ : - \\"\ \\\ \\\\\\ .Iull 1_ \\\\ _ REOu1ReD. _. �I-IL Ny F r I- I I I� ___ \\\\ / \\•\\\\' \\ \, �. 1.ALL EXISTING PLUMBING LINES FROM SINKS - . 114- -+-I_K7f-IL I I 1 I•1- I I- \ (- \ \� \ \\ \ - SCHEDULED FOR DEMOLITION TO BE REMOVED - II—I—� I L_IL\L1—I_IZ�F—II- rT rAc7Y-.�— \`� :-;� '`\\\\ \ \\\ .` \ - - - 't�I—k71 '} II I•I I • L \\\ I N �I C \ \\ \ CODE. THE MAIN AND GAPPED AS PER ,,, - - 11— • y I I"P'.-A—i" I—.L I I I I —1-191 —r NOT U5EO Ir I—I—Y\71 t,ll I I_ ` 1_ �.q—};.�` 6. I \\ \ \ \\\ e st NOT USED -t 94- • \ -41 I.. _ 1J_I_- \\ \.-\\ \ \ \ \ - - - � D.VERIFY WITH FINISH PLAN EXTENT OF EXISTING rl L J'I - I-4--I- \\\\' \\ \ \\ \\ \\ \ \ \ \ FINISHES ro BE REMOVED.-I--I-- + -N/l -f IYI�L'�-L J✓�_1.BI\\\ 9.VERIFY WITH BUILDING MANAGEMENT EXTENT OF DEMOLITION NOT COVERED WITHIN THE •1 �f I .I Lv'.� — I_I 1\I—I_I —__ ___.:._ --�I \� \\�.�\ \\\;. .AREA OF WORK. ., I T—I I , -LK-�-.-�!�- I ?� I - \\` \ I_.- - - EXISTING COLUMN ENCLOSURES AND WALL �! - -- ; ISSUES/REVISIONS- SURFACES_ I_I .I 1 I_ I - - \� ACES 70 BE PATCHED AS REQUIRED DUE - ' - 8-�--� �l I T I I I I I -�-�-'-e"�_ - I \\\\II 10.TO DEMOLITION.SEE FINISH PLAN FOR.NEW . \ \ - _•i � - �Ti r - _ I I \\\ \\I\ - - e1RFAGE MATERIAL. A�71`P OR- I I \\\ t - 11.ALL EXISTING FLOOR POWER/DATA GE I-P la DRILL LOCATIONS TO BE REMOVED.UO.N.G G. .TO PATCH CONCRETE SLAB AS REQUIREFOR PROPER FIRE RATING ANDNEW FINISHES. \ �\\\"IB 12.EXISTING WINDOW BLIND TO BE SAVED AND . ,. - • � I \\ \ \`\\ .H CLEANED IF APPLICABLE. G.G.TO REINSTALL AFTER fANSTRL'GTION IS COMPLETE. . 1 \ \\\ R 19.VERIFY WITH CEILING AN EXTENT OF L \ \\ \ - EXISTING CEILINGS AND LIGHT FIXTURR ES 70 BE .REMOVED. .. \\\\\ 14.THE IDE FLASH PATCHING FOR THE EX15TINSTOR 15 TO 5LAB IN . .. .. •.. I \ :.\\ \ a - AREAS OF DEMOLITION AS REQUIRED. - - PERMIT 12/03/01 :15.SALVAGE ALL EXISTING FIRE _xTINGIUI5HER5 AND CABINETS FOR RE-USE U.O.N. ISSUE BLDFi a \ G l \\ \ PROJECT NUMBER. 201134 16.THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER NOT TO DISTURB ANY \ ISSUE DATE EE ABOVE S \\ TENANT IN THE BUILDING AMC' SHALL NOTE ALL OVERTIME costs TO COMPLETE THE WORK. •DRAWN BY,, 5.R.O./AEP IT THE GENERAL CONTRACTOR IS TO ORDINATE ALL PHASESOF DEMOLITION- DRAWING SCALE. FOR THE PROJECT.AND NOTIFY EDA OF ANY DISCREPANCIES OR COHFLICTIN& CONDITIONS - .'FILE, 201154 A-0.1 WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE SCOPE OF WORK PRIOR 7O COMMENCEMENT OF PROJECT NAME/LOCATION, DEMOLITION. , - + - .. ID.REFER TO THE ENGINEERING DRAWING'FOR ` PLUMBING, SPECIFIC INFORMATION AL DEMOLITION. _ u MIZ rI UP9 PLUMBING, F RMATION ON DEMOLITION, w w V Ww LJL - p 19.PROTECT AND SEAL ALL WINDOW' ... - y - a VENTILATORS DURING DEMOLITION'AND V ' 1582 IItf�0lVay/A/�NI�NI�OI[�U GIH ROAD D 20. ANY CORE _ STELEPHONE OR ELECTRICAL CLOSET DOORS s • W II h1UV00n0c�Jg Ni114J OR FIRE EXIT.DOORS UNLESS SPECIFICALLY NOTED. 137 rL-00R 21.920 NOT REMOVE ANY BUILDING GLASS'E' - • - - r F B+l FIRE PROTECTION SIGNALS OR EQUIPMENT UNLESS SPECIFICALLY NOTED.PROTECT AS. - ` �t.• ,,ee,\\v b,•t,q REQUIRED FOR THE,DURATION OF THE DRAWING rT�IT�L/7E,I1 5F ��11 6 ��d�d�� 22.CONTRACTOR TO PROVIDE TEMPORARY DUST MAMMON �OO N CURTAIN PARTITIONS AT ALL LOCATIONS THAT - PUN fN DEMOLITION WORK MEETS EXISTING AREAS IY LS4.11N SPECIFIED TO REMAIN. No.771 7 t 25.CONTRACTOR TO PROTECT ALL EXISTING . 7 dd � WALLS AND FLOORS IN THE COMMON AREAS Mc:E)WAX ddd OF THE BUILDING NEAR THE AREA(S)OF WORK. DRAWING NUMBER, DEMOLITION KEY NOTES:OPEN AND HEFF AS t O DEMOLITION PLAN fi ® �� D-I E5T1NO FFLOO FRAMING FORTRED NEW STAIR. II SCALE: 9P ' CONSTRUCTION LEGEND: r x . .. N.I.C.i DENOTES AREA NOT IN CANTRACT b � Y t,k:' �a .t Ak Yes $ EXISTING PARTITION TO REMAIN. NEW PARTITION.5EE WALL TYPES BELOW. �(\\ NEW 6LA55 PARTITION.SEE ELEVATIONS. ` ram. i Q 1 AND MILLHODOORµ FRAME.SEE DOOR �..0 . INDICATES AL16MI-ENT. -°P'OSITC'DE iGN;'tS+SOCI%li-_.S 2,ifj F V THIS 5YM50L INDICATES PARTITION TO BE . I LOCATED ON CENTERLINE OF PERIMETER 1 WINDOW MILLION. . FPI ROOM NAME •��� p rc 1 � i '� 'k I�.n . ROOM NA-10ER ONEW FULL HEIGHT PARTITION OF 2 1/2'20 I BA.METAL STUDS AT Ib'O.G.W/I LAYER OF T 5/6'GYP.BD.EACH SIDE.AND 2-THK. SOUND ATTEN.INSULATION TO 6'ABOVE SEAL- ' - FINISHED CEILING. .� NEW FULL HE16MT I HR,RATED DEM151NG B PARTITION OF 2 1/2'20 GA.METAL STUDS NEW AT 16'O.G.W/I LAYER 5/D'TYPE'X'GYP. . MECM OR6.AREA CORRIDOR BD.EACH 51DE AND SAFE THERMO-FIBER OOZI 0032 0034 INSULATION TO UNDER SIDE OF DECK ABOVE. . KEY PLAN^ \\ �\\\���� oPFlce Goo SMALL oPPICE GONSTRUGTION NOTES: _ I.CONTRACTOR SMALL PROVIDE FIRE RETARDANT \\\ A T f HOOD BLOCKINS IN PARTITIONS AT ALL MILLWORK IN FURNITURE LOCATIONS.CCOOROINA F WITH MILLWORK CONTRACTOR FOR SPECIFIC \\ \\ LOCATIONS AND REQUIREMENT5. \ 7- r I - 2'ALL THEE ARCHITECT SNAP NES SMALL BE REVIEWED OR TO INSTALLATION OF BY ' \\ \ i `'•i T'-ID' 5'-6' _ STUDS. 5.ALL DIMENSIONS ARE TO FINISHED FACE,U.O.N. \\\\\\ \-. 1I - - - 4.CONTRACTOR SHALL PROVIDE MILLWORK SHOP \ D D DRAWINGS FOR APPROVAL BY ARCHITECT PRIOR Aaha-� \ TO FABRICATION. S.ALL 5'-0'WIDE DOORS SHALL BE b'FROM . q .L \\\ `\\ \\\\\\�• B ENTRY _ PERPENDICULAR WALL ON MINCE SIDE.U.O.H. 0001 b.PATCH,REPAIR OR REPLACE SHEETROCK AT COLUKN PRINTABLE FINISH. AS REQUIRED FOR A SMOOTH D pgp1,,I \ .\\\•� \\•\ \ - 1.PATCH 9 REPAIR L EXISTING N PERIMETER EUILDIN6WALLWHEREDAMAGEED.. ISSUES/REVISIONS• \\\\ .\ \ B 0 '- A SUPPORT PREPARE SURFACE FOR A SMOOTH PAINTABLE D.PROVIDE FLEXIBLE WATER LINES WITH - 0009 - - SHUTOFF VALVES FOR COFFEE MAKERS AND A NN \\ \)\\♦, + REFRIGERATORS IN ALL PANTRIES. \ \\• I\ .\ 0004 _ 9' �IDEHEIGHT PAINTED PL TO ALL IN THE SERVERROOMYWFOR OOD HMOUNTED TELEPHONE SYSTEM AS PER THE OHNER5 \ 1 \\+ REWIREMENTS. 10.IN ALL RATED PARTITIONS OPENINGS (NCLUDINGOIIGTWORIU.WHICH ARE NOT OTHERWISE \\\\\\\ \ \\ I RATED,SMALL BE PROVIDED WITH FIRE DAMPERS - LA v a A5 RPCd11RED IN ACCORDANCE NTH GOVERNING CODES,NFPA RDA AND HEAT STOP GUIDE FOR AIR HANDLING 5Y57_M5. COORDINATE WITH THE MEP ORAWII'lEf AS REQUIRED FOR SPECIFICATIONS. ISSUE-BLDS PERMIT I2/03/01 •��\\\\�\�\�\\\\\\ 3: OFFICE HEEGN°" OFFICE TOILET TOILET OFFICE A OFFICE II.GENERAL CONTRACTOR TO VERIFY ALL DEMISING oo3a vow vole Data Dols van - 000s PARTITIONS AND REQUIRE RATED PARTITIONS ARE PROJECT NUMBER. ZO1134 _ OTHERWISE CONSTRUCTED TO CODE t OR EXCEED FILES FIRE PARTING REQUIREMENTS. ISSUE DATE, SEE ABOVE oolD DRAWN BY- 5.R.O./AEP CORRIDOR A r DRAWING SCALE- oaa+ FILE- 207134 A-LO PROJECT NAME/LOCATION, a�� - 9�ffi� 0�lGJabONJC�a G�OI^QD GROUH0 FLOOR R -OFFICE OFFICE OFFICE OOOa 0007 000E - ^ DRAWING TITLE, A,:?� cObalrRu6700a U DRAWING NUMBER- No.7717 a MMIla ASS.Y OCONSTRUCTION PLAN �1 u SCALE.I/9'•I'-O' <YO'1 F GONSTRUGTION LEGEND: . .. - .N.I.C. DENOTES AREA NOT IN CONTRACT ' - EXISTING PARTITION TO REMAIN. NEW PARTITION.SEE WALL TYPES BELOW. Y:/ FNEW GLASS PARTITION,SEE ELEVATIONS. ( 1 SHI MILLWORKDOOR FRAME.SEE DOORAND ort DESIGN FiS OCI:1 TES INDICATES ALIGNMENT. � ` 'L' .;8edto-d i c" F THIS SYMBOL INDICATES PARTITION TO BE - [t;J.ii.;3 Ii;Gii ..� ;'•ijii�)ti 't j LOCATED ON CENTERLINE OF PERIMETER <lam:,"r; - '-NE:•N"E1t1< , WINDOW MILLION. PPI ROOM NAME - +' I I•• I-rn'+ L).vK ,,,r. u )kDl ROOM NUMBER iu J 41) of hJ.r:n' nir.)n . O NEW FULL HEIGHT PARTITION OF:Z 1/2'20 m.,nnf.�Liy lul.nrin :mw.I�ny m. u2 o.•.:aw A L:bnc+u:n:.,.nxlr:uGnl;::J/nrn 4Jumu. BA,METAL STUDS A7 16'O.G.W 1 LAYER OP corrrlcl rt:)2ivr,�srcnlm n�lrr.r:vim-alnrc.luc 5/6'GYP.ED.EACH SIDE.AHD 2"THK. REAL, - SOUND ATTEN.INSULATION TO 6'ABOVE - - PIHI5HED CEILING. M _ NEW FULL HEIGHT I HR.RATED DEMISING - PARTITION OF D 1/2'R BA.METAL STUDS AT BD.I EALN S DE AND 5AF5 THERMO-FIBERP INSULATION TO UNDER SIDE OF DECK ABOVE. OFFICE L I - O NEW FULL HEIGHT PARTITIG ON OF 7 1/2'30 KEY PLAN ,. 1007 TAL♦ I L ----- C GA.ME -AT Ib O WONE LAYER - - \\ 1 :\\\\`�\ �� OF 5/b'GYP.BD EACH SIDE AND 2'THK. SOUND ATTEN.BATT INSULATION TO UNDERSIDE OF DECK ABOVE.v NEW FULL HEIGHT STUD PARTITION OP I LAY&A,METAL ER 5/5 6YP BO.EACH SIDE.AND 2-THK. ER OF SOUND ATTEN.INSULATION TO DECK ABOVE. - B \`\� CONSTRUCTION NOTES: \\\\\ ;\�\\ \\ _ I.CONTRACTOR SHALL PROVIDE FIRE RETARDANT WOOD BLOCKING IN PARTITIONS AT ALL MILLWORK I BUILT-IN FURNITURE LOCATIONS.COORDINATE \ - WITH MILLWORK CONTRACTOR FOR SPECIFIC OFFICE \\\ \` \ \ \ �\ \ LOCATIONS AN REGUIREMENTS. 1005 = A -b \\\\ \ N I.,C. :\ \ \\ \ \\•. ALL PARTITION SNAP LINES SHALL BE REVIEWED `\ \\ BY THE ARCHITECT PRIOR TO INSTALLATION OF B \\ \ .\\\\\\ .I STUDS. (f� \ \ l A ,-�\\\\\\\\ \ \\\\\1\ I \_- \\\ \\ _.\\\\\\ 5.ALL DIMENSIONS ARE TO FIN15HED FACE,U.OH. 'T ,\\\\ \\\\ !I \\ \\\\ \\\\, 4.CONTRACTOR SMALL PROW DE MILLWORK SHOP 1111 I \ DRPYUNEf FOR APPROVAL.BY ARCHITECT PRIOR ° A \�\\\\\ �`:\ �I \• \\\ \\�� 1S9UE9/REVISK)NS TO FABRICATION. OFFICE. Q 71{ \ \ \ �: - S.ALL 9'-0'WIDE DOORS SHALL BE 6'FROM PERPENDICULAR WALL ON HINGE SIDE,U.O.N. \ ` b.PATCH,REPAIR UR REPLACE UI E P FOR S COLUMN ENCLOSURES AS REQUIRED FOR A SMOOTH _ - - PRINTABLE FINISH. - OFFICE \\ � - . 1009 A \ \ . A A I A I I ` `\\\\\ ,� _ '1.PATCH a REPAIR ALL EXISTING 5ME DAMAGED. ON n 1 I PERIMETER BUILDING WALL WHERE DAMAGED. \\ \ \ \\ PREPARE SURFACE FOR A SMOOTH PRINTABLE C-1 _ 7-b. ♦ \\ \ \ \ \�\� FINISH. O \`\ \•� 8.PROVIDE I/4'FLEXIBLE WATER LINES WTH TRAINING `'-� `\\\\\\ \\� - SHUTOFF VALVES FOR COFFEE MAKERS AND 1019 \\ \\\\\\\ \ \ REFRIGERATORS IN ALL PANTRIES. 'p'I� 9.PROVIDE PULL HE16HT PAINTED PLYWOOD MOUNTED \\\ Iv \\\ \\\ - TO THE WALL IN THE SERVER ROOM FOR THE 15541E-BLD6 PERMIT 12/09/0'1 \;,\ 1 \ \ TELEPHONE SYSTEM AS PER THE OWNER'S REQUIREMENTS. ENTRY . 10.1N ALL RATED PARTITIONS ALL OPENINGS PROJECT NUMBER, 201134 (INCLUDING PIGTWORK).WHICH ARE NOT OTHERWISE RATED,SMALL BE PROVIDED WITH FIRE DAMPERS - ISSUE DATE, SEE ABDVE AS REQUIRED IN ACCORDANCE WITH GOVERNING CODES.HPPA 90A AND HEAT STOP GUIDE FOR AIR DRAWN BY, 5.R.0./AEP . HANDLING SYSTEMS. COORDINATE WITH THE MEP \ \\\\\ I DRAWINbS AS REQUIRED FOR SPEUFICATIONS. DRAWING SCALE \ \ \\ \ \ \ a II.GENERAL CONTRACTOR TO VERIFY ALL DEMISING- FILE, 201134 A-I.I \ PARTITIONS AND REQUIRE RATED PARTITIONS ARE \; OTHERWISE CONSTRUCTED NT CODE t OR EXCEED FIRE PARTING REQUIREMENTS. PROJECT NAME/LOCATION GONSTRUGTION KEY NOTES: GEC 1700 G3aldyOC/C G-1 ENEH ALXST'6UMASONRYNum `WALL.MATCH EXIST'mEv WINDOW CUT 6 BRICK 1562 UlfG^�G�HOUC�rI�i ROAD SILL DETAIL AND PROVIDE STEEL LINTEL AT HEAD AS REOD.GG TO VERIFY IN FIELD-SEE H i m!Osj9 /Q -• C-2 WINDOW LOCATIONS. TS Tr FLOOR G7 NEW ALUMINUM FRAMED WINDOW TO MATCH EXIST'6 WINDOW OPENING TO BE RE-OPENED. C-9 NEW I HOUR RATED DOOR WITH AUTO DOOR DRAWING TITLE, CLOSERS AND LATCH5ET AT TOP AND BOTTOM. CONSTRuc iroOm PdG^Qb -le��� a,�� ?� .;� - - �V B DRAWING NUMBER, are Q— U A O GON5TRUGTION PLAN E M '��� SCALE:I/b'•I'-O' � f/a9f'c�b�Sk, fi ' .® a�t�'�'. sSSsss�'vi9nl OF*A a\ DOOR 8 MILLWORK LEGEND: g _ N t C`, DENOTES AREA NOT IN GONTRAGT E z r` fi• ,Lp34.. -L� DOOR NUMBERk 4 5 - HARDWARE TYPE > 1i J h7��M FRAME TYPE DOOR TYPE o //✓ INDICATES NEW MILLWORK :iSP 51T^DESIGN- .1DA T ES ELEVATION L- f.'�J',' ,if .',iO;.l, +I`, 06-f- '-.'5 A-T INDICATOR J'/t; t':=if:l .,'f4.., ,.qL nM, 1uN, f O ..ua:u"Cnyn ,Lea.L..(f.DA;f.DA E ExlsnN&vooR �..��cun 1..11 m.�e - - - ,mfvlrn.x4lr in,fm,wpeumu.J1F+•ur�vu:nimaNng iM1.�n,n DOOR TYPES: c 1.HT��±xn r�IrnlTr�nu,ICN wccx'IaTr>1 _ - - NEW 5-O'X&'-O'XI 3/4'FLUSH PAINT 0,RAVE SEAL- DOOR TO MATCH EX15T'5.PAINT GOLOR TO MATCH EXl5T'15 VOOR5. NEW .NEW 3'-0"WIDE I HOUR RATED WOOD PAINT MEGH OR&.AREA RRIDOR &RAPE WOOD DOOR.PAINT COLOR TO MATCH EXISTIN&DOORS. - 00210024 - \ NEW 3'-0'WIDE WOOD AND&LASS DOOR TO MATCH EXIST'&DOORS.WOOD TO BE CHERRY KEY PLAN- . -\ �� SMALL - VENEER✓f SOLIDS TO MATCH EX15T'&DOORS. - OFFICE0023 0025 M 00026 \\ \ \ FRAME SCHEDULE: \\ \\\ _ ® 2'PAINTED WOOD FRAME'FOR 9/4'DOOR TO MATCH EXIST'&DOORS. • NEW OPERABLE DOOR. AS REQUIRED FOR \ 1 L \ I \ \ \\ 1 \ \ •� \` - FRIP ERAME.PIIANTT COLOR TO MATCH EEXS TTIN& DE D _'.\ FRAMES. M .,ww/was E HARDWARE SCHEDULE: \X, M-9 ENTRY 0001 SCHLA&E O-SERIES ATHENS CLASSROOM BUTT HHIIN&E5,THREE JAMB SILENCERS. AND SERIES AND ONE IVIES DOME FLOOR STOP.PROVIDE ONE DOUS MOCKETT CO 188UE3/REVISIONS, AT HOOK•CH-2 IN SUPPORT - M SILVER EACH ROOM LABELED-OA THE BACK Or 000 \\\\ \\ \\ \ \ O 2 _ POLISHED F BORSHT BRA55 INISH TO MATCH COO OF \\\ MEGH. PROV DE NEW AUTO DOOR CLO5ER AND. 0003 - E�. LATCHSETTOP AND BOTTOM OF STAIRWELL. OFFICE (TYPJ E 0004 SGHLA&E D-SERIE5 ATHENS PA55ASE � BUTGH5ET fID105,FOUR STANLEY FBB SERIES IVESFLOOR I \ \\\ \ O BUTT RINSES,THREE JAMB SILENCERS,ONE DOME POLISHED H BRASS FINISH TO MATCH X15T'&DOORSTYP. PG LAB DOOR B MILLWORK NOTES: \ \.\ _''��\\�`'� \\\•.I 0011 0012 - 1.ALL HARDWARE SHALL BE POLISHED BRI&HT ISSUE-151-06 PERMIT 12/03/01 \ \\ \ \\_ ., \ re�AN BRA55 TO MATCH EXIST'&. \\ \\ OFFICE MEGH OFFICE TOI ET TOI ET OFFIC OFFICE 2.&.C.SHALL PROVIDE{INSTALL ALL HARDWARE 0019 Dole 0014 0019 Doll 0005 - REQUIRED FOR PROPER OPERATION. PROJECT NUMBER, 207154 O 3.CHECK DOOR UNDERCUTS TO VERIFY CORRECT. 'ISSUE DATE, SEE A50VE n PIES EO - HEI&HT5 OF DOOR STOPS. - 0010- - - - _ 4.PROVIDE UNDERCUTS ON ALL DOORS AS DRAWN BY- 5.R.01AEP CORRIDOR - O REQUIRED PER FLOOR TYPE. DRAWING SCALE. E 5.VERIFY KEYIN®UIREMENT5 W/BUILDIN& 0009 MANASEMENT 4 MATCH TO EUILDIN6 MASTER KEY FILE 20"1134 A-2.0 SYSTEM. O E - b-SEE TELEPHONE AND ELECTRIC PLAN FOR - PROJECT NAME/LOCATION. LOCATIONS OP ELECTRONIC SECURITY DEVICES. PROVIDE ELECTRONIC STRIKES FOR EACH LOCATION. - ,1y;'T� T�•�•/7 �y// 1I^Y\J T'64. SHOP DRAHINS OF ALL MILLWORK FOR EAPPROVAL BY ARCHITECT PRIOR - y g�" " OO�""' [�V[2 TO FABRICATION.SHOP 12RAHINGS WILL BE REVIEWED AND RETURNED WITHIN FIVE BUSINESS DAYS OF RECEIPT.MILLWORK CONTRACTOR TO 1582 01f l HOUGH ROM M ALLOW AOEOUATE TIME FOR THE SHOP DRAWIN& MM MM REVIEW AND APPROVAL PROCESS.' • W U QUVUVI)�y e� B.&C.TO VERIFY CORRECT SIZING OF NEW DOORS GROUND FLOOR W OFFICE OFFICE - n FOR BOTH EXl5TIN5 AND NEW HM. FRAME OFFICE "n� LOCATIONS. P 9.&.C.SHALL PROVIDE SHOP DRAWIN55 AMC) >✓ W e1� n `"Y/,i SUBMITTALS FOR ALL DOORS AND HARDWARE DRAWING TITLE- . 41�O _ FOR APPROVAL BY ARCHITECT. 1� ��7 11�1 �,V/ 1�ry/ (6� 10.CONTRACTOR SHALL PROVIDE FIRE RETARDANT DOOR OO R A IA OLL IN OO W W O DOOR 8 MI LLNORK PLAN ems► WOOD B NS.C-O&1N DRYWALL AT ALL MILLWORK �I U 1 LOCATIONS.L-OR SPEC WITH MILLWORK IYL54.lUV $GALE,1/b"0'-0' '0 � N CONTRACTOR FOR SPECIFIC LOCATIONS AND ® No.7717REOUIREMENT5. MEjD°5�� DRAWING NUMBER, MAN. DOOR 4 HARDWARE KEY NOTES: /y] . PROVIDE FIVE AC SOLID CHERRY VENEER M-I SHELVES WITH 1 I/5'/H'SOLID CHERRY FRONT EDGE FULL WIDTH OF CLOSET. M-2 PROVIDE GEAR FINISHED CHERRY VENEER HAT SHELF WITH 1 1/6'SOLID CHERRY FRONT ELSE 4 CHROME COAT ROD AT 54"A.F.P. FULL WIDTH OF ' CLOSETS. - M-9 MODIFY EXIST'&SIDELI&HT TO MAKE INTO NEW a D OPERABLE DOOR. DOOR 8 MILLWORK LEGEND: x t. DENOTES AREA NOT IN CONTRACT . DOOR NUMBER x x HARDWARE TYPE . FRAME TYPE DOOR TYPE x S INDICATES . �• NEW MILLWORK' oP,51 Cis uiGi "SSOCIATES ELEVATION A-1 INDICATOR - 20 t> .:rr. h.,, York O EX15TINS DOOR �r�r J F pu mix,err rL sec.p.un�can . - n.,u,•r:.me,w„rw..ar�r,yrw:,a.ln..-.rN...r„rar.-m+,tiU,•r DOOR TYPES:Nar�a .r�nl�p JrMJs myr:u rcmp ury ny,m onlrJm ur.sWa uul/ur pur},•.r Je w:M Ian anJ/ur � NEW 9-O'XA'-O'Xt 9/4'PLUSH PAINT GRADE C()I VI<t:l-Tr:M>15I'[xln�Ult lr.Gn nv 'InMS,RS.IUC CHERRY VENEER DOOR.PAINT COLOR TO SEAL- . _ MATGM EXIST'&DOORS. r - NEW S'-O-WIDE WOOD AND 61A55 DOOR TO MATGM EXIST'&DOORS.WOOD TO BE CHERRY _ VENEER H SOLIDS TO MATCH EXI5T'&DOORS.. - &LASS TO BE CLEAR TEMPERED. NEW BUILDING STANDARD WOOD PAINTED - �\\ FIRE RATED.�R.WIDTH TO,BE 9'-O'.I HOUR NEW 5'-O*"'-O'XI 5/4'WOOD 5.IDIN5 POCKET KEY PLAN- 100T DOORS.WOOD TO BE CHERRY VENEER AND 17 I 50LIM TO MATCH EXI5T&DO /\ NEW 5'-0'PAIR I HOUR RATED PAINT 6RADE \ \ -- WOOD DOOR.PAINT COLOR TO MATCH - _ \\\ �`\\ EXISTING DOORS. \\� \ FRAME SCHEDULE. SUPPORT KD PAINTED WOOD FRAME FOR ]" s'-O•X8'-O•X1 5/4•DOOR. BUILDING STANDARD TENANT ENTRANCE FRAME FOR 3'-O'WIDE DOOR.ONE HOUR FIRE RATED. _ SLIDING DOOR FRAME . �j. / \• \\ \ \\\ \� �\\\..,, \\ _ ®. FRAME.PAINT COLOR TO MATCH EXISTIN& - OFFIE Imo\ \ \ \ \\ \ \ FRAMES. IQOS HARDWARE SCHEDULE: - ® SGHLA6E D-SERIE5 ATHENS CLASSROOM EUTT HI I E5.THREE FOUR B AKLIESILENCERS. FEIDRS. SERIES _ \: \ \ \ � B1TT HINGES.THREE.IAMB SILENCERS. AND ® "'' I-•\� \\\I' \\\":\ \ I' \ \ H \ \,. \ DOME FLOOR STOP.PROVIDE ONE ISSUES/REVISIONS- _.au 1 \ \ \\ \- \\ \�•�\ \\��\ \• DOU&MOCKETT COAT HOOK•CH-7 IN METALIC St OFFICE 5 c `\ \�'. \\ \\ \\\• \\ \\\ \ \ DOOR OFEACH ROOMTLABELED'OFFICE'. \\ \ ,\ 1-4IouQ POLISHED 15RI6HT FJRA55 FINISH 70 MATCH \ \\ EXIST'&DOORS TYP. P. _Ir\ \��' \\ \\�\ \•. \:: \\\ \� - - - _ SGHLA&E D-SERIES ATHENS PASSAGE 1009 �\ RS.ONE \. \\\\. _ BUTT HINGES,THREE JAMB SILENCE B OFFICE ' \\\\ \ , _ IVES DOME FLOOR STOP.POLISHED RIGHT T l+ \ \\ \\ F \, BRA55 FINISH TO MATCH E%IST'6 DOORS TYP. o I \ \ LOCKABLE SLIDING DOOR HARDWARE. TRAINING PROVIDE ROOM NEW AUTO DOOR CLOSER AND d LATGH5ET TOP AND BOTTOM OF STAIRWELL. DI5 NV I. \ \ \\ \\ (TYP\\\ I , ISSUE-BLPC PERMIT 12/03/OT DOOR 8 MILLWORK NOTES: I \\ I.ALL HARDWARE SHALL T POLISHED BRIGHT _ �U\ \\ \\\ � PROJECT NUMBER- 20"1134 - ENTRY \\ \ \�\ \ \\��.` - � BRA55 TO MATCH EXI55T'6 DOORS. \\,__ \\\ \\ \.)II O.GAGA SHALL PROVIDER INSTAL ALL HARDWARE ISSUE DATE SEE ABOVE REQUIRED FOR PROPER OPERATION. \ �\ \ DRAWN BY- S.R.OIAEP 'B.CHECK DOOR UNDERCUTS TO VERIFY CORRECT. I \\ \\ \ \ \ \ \\ HE16HT5 OF DOOR STOPS. \ \ \ \ DRAWING SCALE- \ -\ \ \ \„\\ \•. \\ 4.PROVIDE UNDERCUTS ON ALL DOORS AS' .REQUIRED PER FLOOR TYPE. FILE- 20-7154 A-2.1 ..�;\ \• \\ -\\.\ 5.VERMANIFY A&EMENT 4 MATCHREOUIR TO EUILDING MASTER KEY SYSTEM. PROJECT NAME/LOCATION ,\ (,SEE TELEPHONE AND ELECTRIC PLAN FOR LOCATIONS OF ELECTRONIC SECURITY DEVICES. PROVIDE ELECTRONIC STRIKES FOR EACH LOCATION. G.C.TO PROVIDE SHOP DRAWIN5 OF ALL MILLWORK FOR APPROVAL BY ARCHITECT PRIOR {� pG� �v//��II(�I� �IIC�I�1 I� /�To FABRICATION.SHOP DRAWIN&5 WILL Be - u�`82 O U WINNOO1JGH ROO WDD REVIEWED AND RENRNED WITHIN FIVE SU51MES5 DAYS OF RECEIPT.MILLWORK CONTRACTOR TO W U WU�I�I O�Jy NN�e ALLOW ADEQUATE TIME FOR THE SHOP DRAWIN6 {I 57 II (� - REVIEW AND APPROVAL PROCESS. u�p FLOOR fin 8.5C.TO VERIFY CORRECT SIZINS OF NEW DOORS t' " �,., FOR BOTH EX15TINO AND NEW HM. FRAME .' LOCATIONS. /✓'CL9`' Ei,Q 9 SUBBMITTALSFOFORR1 ALL DOORs5AND1 HHARRDNOARE DRAWING r�TITLE, �/I p 1I {U,U� Ivry/ 'a�I L� p FOR APPROVAL BY ARCHITECT. DOOR C°1 UJJOLSIS UU OO W W O DOOR MILLY\O ILK FLAN Y �� -Y�� 10.CONTRACTOR SHALL PROVIDE FIRE RETARDANT SCALE: 1/8'al'-O' H: ` s t LOCATIONS.KCOORDINATE WITH MI N6 IN DRYWALL LWORK MILLWORK PLANT I 0 �H®-99�® 6 CONTRACTOR FOR 5PEGIPIG LOCATIONS AND KI 9 7 A 1: REQUIREMENTS. 'S ME II.INSTALL 46 NEW'BOMMER'TYPE MAILBOXES PER NEW YORK LIFE STANDARD. DRAWING NUMBER: OOR 8 HARDWARE KEY ^ 9A NOTES: i o M-I PROVIDE FIVE ADJUSTABLE CHERRY VENEER 1 O SHELVES WITH I I/B'50LID CHERRY FRONT EO6E FULL WIDTH OF CLOSET. .-- M-O PROVIDE CLEAR FINISHED CHERRY VENEER HAT SHELF WITH 1 1/6'SOLID CHERRY FRONT EO&E I v \ CHROME COAT ROD AT 54'A.F F. FULL WIDTH OP CLOSETS. ' REFLECTED CEILING LEGEND: z YYf } k _ N.I.C.1 DENOTES AREA NOT IN CONTRACT ZNi 2'x4'RECESSED FLUOR. z , tt x . 7,2'RECESSED FLUOR. b 1. C ® I'x4'RECESSED FLUOR. � rS?�SIT;,�uESi�;�k f,,cS^,C";;TES vG4 RECESSED FLUOR.DOWNLITE '.:?ii(f7.`.,il?.:EI,Sian.;(.;f;',CT . - BY _ 1.Ea.s.rtiCf: f 6.EiG }(i:7Gl Spy RECESS.FLUOR.WALLWASH BY ..rw..�p.w•,�'d tsp.,.:m�a-,ip,w �.I�.lal eo iy � r . - - nAenyfn lelu•e ,eproJu: I,a.ca d.:ummn'-rA)ED, FLUOR.STRIP FIXT.FOR --Fa COVE LIGHTING BY mJn+. .en le-}nu rsl a.an,w/M p.l,•s.N.y ICI IiLrir nJ/ur Y,IYHIf..I li^.2 N,)LCIYxI"I'f,UFSIf.M1'A'FflCl�l}�;�INC +F7 RECESSED INCAN.OOWNLITE ,SEAL- BY SFS RECESSED INCAN.WALLWASH BY NEW CF9 .NOT MEGH ORG.AREA CORRIDOR USED - 0021 0022 0024 \ - - PENDANT—0 DECORATIVE • ®pI FIXTURE BY KEY PLAN- _ SMALL OFFICE CANF.RM OFFICE AF17 WALL MOUNTED it\\ \ \ OOZ9 0025 0026 DECORATIVE UNCTIONBOX F T RECESSED ELECTRICAL ON W /OR RELOCATED SPRINKLER MEAD �\ V JUNCTION k •1� - EXISTING 2X4 OIREGTANDIREGT FLUORESCENT r61. \� \\ r✓ �.,i \ \I `YFa FIXTURE RELOCATED AS SHOWN. - 1 7 XISTING 2X4 LUORESCENT I FIXTURE TO RECT F REMAIN. HvAr-i \• \• \ - R.NEW/RELO D TO MA E%%-STING. N.FUSE GATE MATCH ENTRY ® EG20X-R BA SERIESSIFULLY'RECESSED OR _ NEK ILLUMINATED EXIT �i1 000I ® EQUAL.PROVIDE ONE-SIDED.TWO-SIDED. AND/OR L SS S _ DIRECTIONAL ARROWS AS APPROPRIATE. ` \011 \ -� i4 Sll-� - OCCUPANCY SENSOR TYPE WALL SWITCH AT 44' \\\ \ \\ ; -�I I� SUPPORT A.F.F. ISSUES/REVISIONS- . \ F4 I S� ROCKER TYPE WALL SWITCH AT 44•AF.F. \ \\ \\\\ e ry�II .l MEGH. - - $D DIMMER WALL SWITCH AT 44'A.F.F. IA I \I. \\\ •.� \, \. -I✓-11 _.._ i J� .. I,. < FOODS] - $7 WAY SWITCH ROCKER AT 44 A.F.F. It �• O(.]I Q ._.. I (.. .. I ❑ .:.) OP0004 ,D9B SW TGNES ITUNDER AKSIINGLE COVER PLATE A51PLE SPACE ALLOWS. p� BUILDING STANDARD 9-WAY TOGGLE • \\\ \• - - $5 5WITCH AT 44'AFF. EXISTING 2X2 CEILING GRID TO REMAIN.TO MATCH AS RECUIRED. _ .'� 1 ❑ NEW SUSPENDED CEILING ARM5TRON6 2X2 TILE ',�\\�.,\\��`.•,\\. oon o012 , \ -' ;/ �... WITH 15 EXPOSED ID.To MATCHEXISTING. ISSUE-BLD6 PERMIT 12/03/O'I _ \� U — nb D 6 reLn AN _ ?� OFFICE MEGH OFFICE TOILET TOILET OFFICE "" I OFFICE R 0020 oow o016 oola Gals oou ..... PAINTED SHEETROGK PROJECT NUMBER. 201134 ���H� X I I CEILIN5n50PFIT AT HEIGHT F1Les INDICATED ON PLAN. ISSUE DATE SEE ABOVE oolo DRAWN BY S.R.O./AEP r.� REFLECTED CEILING NOTES CORRIDOR r- -O',t DRAWING SCALE- I/8" I' 1_�� /1� I.ALL CEILING GRIDS ARE TO 0E CENTERED IN THE 20TI34 A-3.0 ROOM UNLESS DIMENSIONED OR NOTED OTHERWISE. 2.WALL SWITCHES ARE TO BE GANGED TOGETHER WITH I A COMMON WALL PLATE AT ALL MULTIPLE SWITCH PROJECT NAME/LOCATION- LOCATIONS. 9.ALL FLUORESCENT LIGHTING HAVE SCO TEMP.IX RE LAMPS U.O.N.ALL EXISTING MPED WI ES AND RELOCATED I FIXTURES ARE TO BE RE-CAMPED TH 9000K / -I LAMPS. 4.COORDINATE ALL FIRE SAFETY 51GNAGE.PIKE pp� I,..:___.__ . _ .--_._.._ _ _- EXTINGUISHER LOCATIONS.AND SPRINKLER HEAD 1582 OVQNNOO�J(fib ROAD LOCATIONS WITH LOCAL FIRE REGULATORY AGENCY AND APPLICABLE CODES. NY 91 NA 5.EXISTING DEVICE5 TO BE RELOCATED PER SCOPE OF GROUND FLOOR R OFFICE OFFICE OFFICE NEW CONSTRUCTION. .. '-' 0006 0001 0006 • - . DRAWING TITLE OREFLECTED CEILINO PLAN f�C� �a?A�c REFLECTED SCALE-I/ -l"O' _ ^,'dam®CS ®p q �'g, �g���k•�' ��� PLAN DRAWING NUMBER- ' 0 No.7717 �e� MEDINAX 0 MASS. �< OF PS ' ry REFLECTED CEILING LEGEND F N.J.('.. DENOTES AREA HOT IN CONTRACT ` 3 2'x4•RECESSED FLUOR. _ L4 - 7x7 RECESSED FLUOR. „� F• - ® I'xW RECESSED FLUOR. � w DESIGN ASSOC A.I . 4 RECESSED FLUOR.DOWNLITE a r----------------------------i BY ---------- York ---- f5 RECESS.FLUOR.WALLWASN ::.,/": �rw.'s'�. .:.,1.'=r°•::" - BY re1M.M ..p:q.:na E,wn:+lh-.-+.ve,1i 11Ln1.SLIM --- FLUOR.STRIP FIXT.FOR F6 COVE LIGHTING BY 'u� r vt/ rvm da uK IaL ' .cunrwc !/ ....... n<:nI;IL<va,r{.nlu�vn C:I I'1'-_1 F I I�F:SICb AS�cx'I�l}<14C - 4F) RECESSED INCAN.DOWHLITE REAL, i BY - - INS RECESSED INCAN.WALLWASH BY -F9 NOT USED PENDANT MTD DECORATIVE FIXTURE BY KEY PLANT 11 _l s TED OFFICE I III+ \I F12 DECOHALLRATIVE 5C.ONGE BY loorl \\♦ \\ \\.I �'\ \ \\•I' \\ I Qj RECESSED ELECTRICAL -- - \ \ \I \\\\ \\ \\ \ \ JUNCTION BOX FOR TENANT - - . FIXTURE. _. P® MOTORIZED PROJECTION SCREEN BY: 6.G.TO PROVIDE POYF.R. - - SIPPORT II\\\I 1`I � \\\ \� \� \ - \ `\ \\\\.I \ \\\ \\\ \\\ \ \ -N NEW AND/OR RELOCATED SPRINKLER HEAD _ 1006 ,�L\--'\\\�\�\\�\\. I\\\\��\\\�\ .:.�\\\ �\ II\\\• \ '-HVAG DIFFUSER NEW/RELOCATED TO MATCH EXISTING. EXISTING 2X2 DIREGTECT FLUORESCENT \ \\ :• \\\\\ \ i\ \ _\ \\\ \\ AS 5H\\ FIXTURE RELOCATED A5 SHOV4'4. FIXTURE RELOCATED ANDISRHOEPOLFLUO OFFICE FX15TINS 2X4 DIREGTANDIREGT FLUORESCENT FIXTURE TO REMAIN. \\\\S. \ \\ \ \\ \ ' f ... � \\:� \ \ 1 \ '\•. � \ \ HEW ILLUMINATED EXIT SIGN.PRO-LUME ISSUES/REVISIONS, \ .. \ \\ t\�\ I1�\ ;:\ ® E20X-R-C-BA SERIES FULLY RECESSED OR 'F \\\ \\ \...\ ` \ \.,-,•`\ \ \\ \\ EQUAL.PROVIDE ONE-SIDED.TWO-SIDED, AND/OR DIRECTIONAL ARROP45 AS APPROPRIATE. \\ \\�. \\\\\ \ \ \ \\\ 1,• \ \ - OCCUPANCY SEN50R TYPE WALL SWITCH AT 44'Fi . OFFICE $ ROCKER TYPE WALL SWITCH AT 44'A.F.F. . u;; ji -,„ $D DIMMER WALL SWITGN AT 44-A.P.P. OFFICE -\ - 3-WAY SWITCH ROCKER AT 44'A.FF. $55 cgSW�HES I UNDERAAKSIANGLE•COVER PLATE AS IPLE \\\\\\\ \\\\ \\\\ •\ SPACE ALLOWS. TRAINING ISSUE-BLDG PERMIT 12/03/0 I ` \ - �\\ F: \ \\ROOM LOW VOLTAGE WALL SWITCH FOR MOTORIZED �\ \ \ h` �\ $P5 PROJECTION SCREEN AT 44'A.F.P. 015 BUILDING STANDARD s-KAY TOGGLE PROJECT NUMBER. 20'II34 $B SWITCH.AT 44-AP.F. \\, EXISTING 2X2 CEILING ISSUE DATE, 5EE ABOVE GRID TO REMAIN.INSTALL ENTRY - `� \ \\ \\ ❑1 NEW CRO55-TEES TO CREATE A 2X2 GRID. DRAWN BY, S.R.O./AEP PROVIDE NEW CEILING TILES TO MATCH AS REQ'D \ _ I DRAWING SCALE, 1/8" - � - • \\,` NEW SUSPENDED CEILING ARMSTRON6 CIRRUS \\\\\\\\ \ \\ \\� I ❑7 OPEN PLAN 2X2 •556 WITN'19/Ib'EXPOSEO.GRID: _ FILE' 20'1134 PAINTED SHEETROCK \ , \ ❑9 CEILING/SOFFIT AT HE16HT PROJECT NAME/LOCATION- INDICATED ON PLAN. NEW EM OL GHTSOR IJ UV�W MIZ L P19 8 FIRE ALARM AND STROBE REFLECTED GEILINO NOTES: . I.OLOM CEILING UNLESS DDI ME ARE TO BE CENTERED D OR NOTED OTHERH15E. IIc�JT FLOOR RL:1 2.WALL SWITCHES ARE TO BE GANGED TOGETHER WITH REFLECTED GEILINC� PLAN A COMMON WALL PLATE AT ALL MULTIPLE SWITCH ra "a-: LOCATIONS. On ' u SCALE:I/8'=1'-0" '-' DRAWING TRLE, .��.' 9,ALL FLUORESCENT LIGHTING TO HAVE 9000K TEMP. q�/ LAMPS U.O.N.ALL EXISTING FIXTURES AND RELOCATED G" � fs/� J� FIXTURES ARE TO BE RE-LAMPEO WITH 5000K W�C��FF���U1�U1��I�1aIUCC���D LAMPS. CEOLONG CT 4.COORDINATE ALL FIRE SAFETY 51GNAGE,FIRE PII //��R ® yyqEXTINGUISHER LOCATIOH5.AND SPRINKLER MEAD pLSWG`9 R.1® d I Y`� LOCATIONS WITH LOCAL FIRE REGULATORY AGENCY ��o.7717 6y Ii AND APPLICABLE GOOE5. ED C! ��. 5.EXISTING DEVICES TO BE RELOCATED PER SC.OPE OF DRAWING NUMBER' ® MA�S. � �'Sa NEW GON5TRUCTIOH. EFLEOTEP GEILINO KEY NOTES: RG_I REMOVE AND STORE ALL EXISTING CEILING DIFFUSERS FOR HVAC FOR RELOCATION INTO NEW CEILING GRIDS. j. INSTALL ONE EXHAUST FAN IN THE TRAINING ROOM WITH THREE DIFFUSERS. THE ROOM WILL BE CONTROLLED WITH AN r ELECTRONIC ZONE DAMPER. r 12, rn rn rn n r Q z (C 0 y m ©th13 O O _ ® m O y~ � M -yo pulp im lk§ o' Z '-a 0 4Q _ lar I � fli� mp m N 3mm O� -10y :. mfi y9 mm aIM, NRfiyyZZ� rgpyy m�Sz�y��"pm1��1 9m�,Lw J yO�my 4OZ OpLi 0m UN rpnSSS^9®z 49 rAp Emp rzz OPPN ° m ss N _mmDO m d 70 ..i., A � V A 5 W = Z -i u N T $iG 0 ©+ ® ® ® j $ pp ® ►� ® O• 4 a GN ,z rn rn p > D r 3m 3 r (� r gr r y m m p �� � < N egg - T° `g =Or bx fin$ 2A , rya A� �a y .ry y °3 y m o o 0 0 >_ 5 r N p m >o No �- ° ° 22m la mh OON p 3 Om m� A p ti0 D n r D D D A y z r A �z y m y m m (� �.m Z =D 0m<O @p y r Nl, y m-y f,� m �7D z ~N�. A = p_ N N N mN �` z �N = t z Oz r z D z D z'p ?a y y mt lP pp t 1Po z. p 0 y y = m• m Z > oy{c r o m p> o a oaa oyo o° o 0 t O my0m Ny myy Z 0ym� OyT 0 N 7� D >pP a �i yNyyy ^�D p R r7i Yr OY N a v_ Oy Nr Z n ° 2 M1I " ('� OZT mm wy R zO �� D D i , p>� x Z _ s� r m g m (� x m O O' _� O 0 N zr " �a °� y g rn S a °$ oa �� y ' D� �m o� =A m ,p °"A p I rn ''m, ° Aa >1 F a p tl y 1 @" %r< �nrr° oaa >a �iiD'- aa r 6 a Fmn m l�N PON m gm m a r TO N pD D7u y r �� :tp iZ� wy� I" O ° yo ;" x (� ° I �m N(� tlN�l ? ?p Tli m 'n V �]- 7� ylm v � m pzA y y Ap �(� > T pr�0) Yy ,2 qSm ym D So= y� "�� y > (� mz m r- y y p Nm- y Jim Oy ny m rn I = pp z<Az y}{�7 ^ r TO �r�T O t_ D !um _icy Am OD ix� my �_. m� bcr� p m R = r N D Pnmmy yrtlr� S(0 y �3 n �Z ° O AST rn z z D y z y D O Z:�D m0 �D ym gy T m Ym m fTl uSO m- NAO rN Ur r�i Q N z 0 z_ O� SAT nA_m ��m I�nSO yA� �� m 0`Dir p0 z O m (g� 0 mi rt S-x m� m T� L y N r r .c0 y ° y m y DO (� T ot° mT T x�r R11 m D T > A y oo�y y �Ppl y T 1p (5� �m A 8 °m� Nmy am �I a ° r ym{T DtO y � m ay, �C fll Na m m� Z S A 3T rt 3 O D flTl fQpl�l fall /l T z 1'(°\O A IA P i m p m� (` pA ON `• y D - m>p AR � � � ->' mt m' Z p0 ,z,m m O O d O O 'O 7C W m n O n m ,E1 Z Q S Z O �P � y O m > m m s r c� 2 1P y kt, b a m I TELEPHONE B ELEGTRIG LEGEND: r k 'J j,C DENOTES AREA NOT IN CONTRACT ��. ,y " "S' (IM1 DUPLEX POWER RECEPTACLE IB'A.F.F. N.O.NI - ItGUADRUPLEX POWER RECEPTACLE ID'A.F.F. N.O.NJ .. n DEDICATED DUPLEX POWER RECEPTACLE le, X -SPOaiT DESIGN SO CIA O -i .'1v I;.= P/Ih DUPLEX POWER RECEPTACLE FOR PRINTERS OR �II� EQUIPMENT AT Ib+AF.F.U.ON.-FOUR OUTLETS 2-1':ii' . MAXIMUM PER CIRCUIT. r 5YYDUPLEX POWER RECEPTACLE IN BASE OF FURNITURE SYSTEMS PANEL. . .... Line \ enl{In loha.e lhis-oh.FN,;.J.IULn'anJ.<omw.J+N/.e -5 VOICE/DATA OUTLET IN BASE OF FURNITURE manN.erve.J.NnhaspL..J m.J.�ipns in rn.mrvpnrvry eus.Nv.m V 5Y5TEM5 PANEL.PROVIDE FOUR GABLES TO EACH U ..n<Ip m,.,,wl m,r.. np,m�d anunn an.mld . - LOCATION. lab.i•nlion.«.nsnuan�.an.1/n.m..waan.inl;,A...uel..lm..n. CtilsYlf lC:I I'I':.2p(I>I-tiIYxIT(\IJ[til[:N/.Gv('u:lnl"F_�.I\f V VOICE/DATA OUTLET AT lb-AT-.F.W/DEVICE SEAL, PLATE PROVIDE FOUR GABLES TO EACH LOCATION. v WALL PHONE 54'A.F.F.PROVIDE ONE GABLE TO EACH LOCATION. - - Q TELEPHONE ONLY OUTLET AT Ib+AF.F.N.O.N) OFFICE q \ \ \\ ' PROVIDE ONE GABLE TO EACH LOCATION. d..: 1001 I\� „-- _ _.�._ _ _...._ _ O FLOOR MOUNTED POWER RECEPTACLE VERIFY KEY PLAN ' \\ \1 \� \ \\ \ i\ \ \\\ \` \I - - LOCATION IN FIELD W/ARCHITECT FLOOR.® VERIFY LOCATION IN RECEPTACLE ECT.VERIFY LOCATION IN FIELD W/ARGHITEGT. \\ \\\ \\ \\ \\ .\ 1 WALL MOUNTED POWER FEED FOR FURNITURE PANEL SUPPORT \ \ \ \ I\ \ \ \I \ \ \ \ I� SYSTEMS AT 6+FURNITURE VERIFY LOCATION IN FIELD ' 1006 I\\ .\\, \\• \ '\\ \\ �I{\�\ \\ '\\\\ \I\\_.\�\ .. Iol W/ARGHITEGT t URNINRE DEALER. \ WALL MOUNTED AT 6'DATA FEED FOR FY CATIONFURNITUREPANEL SYSTEMS IN \ FIELD KIARGHITEGT t+FURNITURE DEALER. IN, LOCATION IN . \\•. \� \•\ ..\ \ \\.\\.\ ' II \\�\\_ '\ FL MOUNTED POWER FEED FOR \ FLOOR OOR PANEL SYSTEMS.VERIFY LOCATION IN FIELD W/ARCHITECT t FURNITURE DEALER. OPP, OFFICE \ \ \\ \ \ \\\\ FLOOR MOUNTED VOIGE/TJATA FEED FOR 1005 I I \\� \\ \I� \ \\\\,� \ \\\ „\ \ \\\\ \,\ \ FURNITURe PANEL SYSTEMS.VERIFY LOCATION IN \ \ \ \ \ \ \ FIELD W/ARCHITECT t FURNITURE DEALER. 6FI INDICATES INTERRUPT. PROVIDE AS BY GOD . 20A INDICATES RECEPTACLE TO BE 20 AMP. ISSUES REVISIONS- OFFICE - 1004 •XX' \\ INDICATES F 6 HEIGHT(IN INCHES) ABOVE FINISHEDISHED FLOOR. OFFICE ELEGTRONIG CARD A,—E55 ENTRY.LOGATION. • \ \ \ \\ \ - \\ ' TELEPHONE CABLIN TERMINATION POINT \ \ \\ \ ....\ \.I•\ \\. G TRAIN! l \�\- \\ \\ \\\., ��,.: ® DATA CABLING TERMINATION POINT ROOM l \ \ \ \ TELEVISION COAX LOCATION O Ib'A.F.F. \\ \\\ \ \ ISSUE-BLDG PERMIT 12/05/017 r- TELEPHONE ff ELECTRI G PROJECT NUMBER, 201154 IOOI \\ ` `�• \ \ I' C�" y t � /�J �`�\\\ NOTES:C,S,`` ISSUE DATE. 5EE ABOVE \\ \ �� I, ALL WALL t FLOOR FURNITURE PANEL FEEDS t ALL {{ FLOOR OUTLETS ARE TO BE FIELD LOCATED BY DRAWN BY, S.R.OJAEP EDA AND/OR FURNITURE DEALER. \ \ \ I •g�gq q I� N®+I t tl p 4u 2. ALL VOICE t DATA CABLING 70 BE CATEGORY 51X DRAWING SCALE, p �'98R TAGGED TESTED t CERTIFIED.PROVIDE AMPLE SLACK AT THE TERMINATION POINTS.AS PER FILE- 201134 A TENANTS 5PEGIFIGATIONS. 3, ALL TELEPHONE•DATA CABLING TO BE BROU6FIT PROJECT NAME/LOCATION. BACK TO COMPUTER ROOM TEL AND DATA TERMINATION POINTS 4. SEE ELEVATIONS FOR SPECIFIC OUTLET.LOCATIONS IYII�CVYI MO(�f7 II �I�I� -'/ - - AT MILLWORK. - U(LL// LLf( IUJ�U]ILJNJ `L] I.J�IS - 5. ALL OUTLETS MOUNTED AT COUNTER HEIGHT ME')OR • ABOVE ARE TO BE HORIZONTAL. 1 582 OM/.NNOWN R(D L:1 D 6.COORDINATE ALL WALL OUTLET LOCATIONS W/THE - W U QU�IU�I��y NNQ /� FURNITURE DEALER. ((va Tm FLOOR I� '1. CONTRACTOR TO COORDINATE DIRECTLY W/ 9l`�J`U O OWNERS I.T.COSULTANT FOR SPECIFIC TELEPHONE 8 ELECTRIC REO IMMENT5 IN THE SERVER ROOM. ELECTRICAL KEY NOTES: b. PROVIDE ONE SHEET OF PAINTED PLYWOOD MOUNTED TO WALL IN THE SERVER ROOM FOR - DRAWING TITLE, E.G.TO PROVIDE SIX(b)DEDICATED TELEPHONE SYSTEM.LOCATION AS DETERMINED BY TELEPHONE $ ELECTRIC PLAN GVADRUPLEX OUTLET5..20 AMP_IIOV.t TENANT. TE EPNOME SCALE I/b+.I'-O+ TWO GONDUVITEMPTY W/ORA6 LINED BOXES ABOVE. 0 ISLSLSIYW INLS 9.CONFIRM CIRCUITRY GONF16URATION OF PRE-WIRED (4 211 2(r�4�0 ram. - COORDINATE OULET LOCATIONS t 6C. FURNITURE SYSTEM WITH FURNITURE DEALER. A ELSEC C PROVIDED 4'xb'PLYWOOD BACKBOARD 10.6.G.SHALL PROVIDE,!UNCTION BOX AND CONDUIT po LS/.�R WITS TENANTS I.T.VENDOR. FOR PHONE AND DATA WIRING CONDUIT SHALL Lil EXTEND 6+ABOVE CL6.WIRING SHALL BE BY PROVIDE Two(2)wPLEXe5 t TY/0(2) OTHERS. DRAWING NUMBER, TELEJOATA REGEPTA.GLE5 PER II ALL OUTLETS SHALL BE AT 15'AK,U.O.N. WORKSTATION. n ANY EX15TMS B ANK COVER PLATES SHALL ARE MINNEW E REOUIEG.REME TS FOR REMOVED.LEX15TIKS 1=.ES SHOWN REMOVED 1 AND WIR N6 SHALL BE COMPLETELBY ROOMS NOTED;&C.TO PROVIDE NEW IF LLJJ EXISTIN5 QUANTITY 15 NOT SUFFICIENT OR 15. NEW ELECTRICAL CONNECTIONS TO FURNITURE SHALL CAN NOT BE REWIRED FOR TENETS USE: M MADE BY ELECTRICAL CONTRACTOR. EX15TINS FACE RATES TO MATCH NEW. 14. EX15TIN6 VOICE 4 DATA WIRING SHALL BE TE-4 6,G./E.G.TO RUN WNCUIT/BIAX FOR POWER REMOVED BY 6.0. NEW WIRING SHALL BE v� /COMM.OUTLETS SHOWN;MILLWORKER TO INSTALLED BY TENANT. PROVIDE RACEWAY IN RECEPTION DESK FOR 15. PROVIDE GAT 6 CABLING PER CLIENT MOUNTIN5 RECEPTACLES AS NOTED IN REQUIREMENTS, a ELEVATIONS/DETAIL5. / lz A, �po u Li u A u 0 -�u Q n u v u v ww u U N U U 1 o u d u u -n vv -Ip F a t $r" Vim" o0 00 oo 71 r Z 2 1® RqGpt( t/�, ° y.� Z� 0mm mm [T ZO�o rn 4d+1CO" 6V - Nm A N mm NU'9 A Z o 3A A Z 1- rn p- p pop POP ON Op Op POP 5I"p D mm r78 �D ti- Ih � Om `v.SETTS . yV9 ti_ V' m a IVVy111 y VF y� 9 N C, y a a n tUDo a m m v, z c^ n t m z m m 6 g _ O z o O ul n < @ z O D m r g m O m o A yaxB V' " 50 Ll Z y O •U fil A n3siz `' CO O ------ y o O o - - _ to -N p Y !J / =JL it 1 'I'll �,11 yll -0y-0 3 p'D p-to my <j 00 - CIO 00 r iR��y ��Ln 3- � D � �F = mIm Q IN t c .� '�.qrA 5Q 0 f O r7i A N Z S p 5 O = z o�- z nj U Apo40oON-APO ONPIPPribN Opp 9 N p Kni3 g qy,�J •'`6�� � Vr Z(�T-1 Z z ai M �De.r_3 rni. � _ 06A s y 0-<a y= N RaR 1N D_ Z m QKQO ~ 00 (�N tp�3 ZON t .p�9 z P3 Z NO OAO ,�rdO Zy I-0 4C0 my i ° im m �U, pyy pu O Q ``a��ni m�- 3 m <m t� a `ypypN'D f>p� O K7mp p'zy ip=p 7C 'y SS_ m m �pD K OS t-TS `+ •1:,A a dR..Y'l��D�$ O 7i0 z Qg .N Ntn A 43V� ''r�i� D� �ppOA x2� ti. Dj, p3 D $7z7 ZN }ri A a O�Z� m QI y 3 T "' fifini -1 N P m py~ "'^ •,-":'.ar' p3 o O az O� y ym m D �A "O JbV'c $ N �Nv 1, I ll Cl pA L (j D IP )) flTl JR`�zz K T p As m * 2 m m m N Dz n i 11i1 y 3r T 5 f vu �? d s i iF. Fn rn m Erna O 2`�P r2'S O N rn J r r SV-4,02M ol 1 R . .NOTE:FURNITURE 5WM FOR IIFORMATION OIQY. RIMTWE 5HALL BE PROVIDED BY: " FEI6U5 OFFICE FURNTURE IDEAL PLAZA 2256 ROUTE a ESPOSITO DESIGN ASSOCCIAT ES HOWELL NJ 0-1131 25-n BaJlfori 5;reeL.�In:rkxd,CT t;6905 . - CONTACT: JAY FE16US 2'3.fi6070i i f>:C +54.E 09a TEL: 1 (132)'I80-6665 EXT IS >��Irdr;w Ne;e Yon, a:bUN uwj ui ttwxrynyurAJ..igm,plain,dewy anJ/ur IDA apNi.a ' an tlreeulusiveproperts al Fspmilo D>ip:,tss"ciam.L:c.IEDAI[UR ' unryes Ae dQnb Nve.Ns.oAnPo-lnml.fab:ineLL mmmred v:tlla WxbM.ED.\Maplrced:MAeaip:s lnvw nmpn:n:y.vs.ady.in - mnlN.rc nryw nspmrion nnJ/or rynryrcolnm tlngtMna _ fabrin ntl/nr nulx nn�Te wnrk.sl:nr COI'YRIC.HI'>7m1.Y1 G IYlSpEO fJLSIC.N.\�`,IXIATGS.INC. SEAL. HEw MEGH OR6 AREA CORRIDOR - 0071 Q077 0034 - \ 4 - KEY PLAN. OFFI SMALL KEY OFFICE X" oil \ OOOI \ UP SUPPORT ISSUES/REVISIONS- \ 11\ \ 0002 Lai�I %2EFICE 0004 \ \ \\ x/ ISSUE-EI1-06 PERMIT 12J03/01 TEE/LAN OFFICE TOILET TOILET OFFICE �� OFFICE 0020 Dow Dole oou cols Doll s oor» PROJECT NUMBER. 201154 FILES s ISSUE DATE 5EE AESOVE oolo DRAWN BY. S.R.O./AEF RRIOOR DRAWING SCALE- I/8" = 1-O" coon - FILE- 2011554 A-6.0 PROJECT NAME/LOCATION: 1582 BITANHOUGN RO&D GJ�f G^QbbO�, NA GROUND FLOOR R OFFICEED OFFICE _ OFFICE ooae Dam 000b 3 ARC a DRAWING TITLE. PLAN U o edJ t .0 NO=7i v DRAWING NUMBER. rss 1 ��" � � 4 LrL���❑\ OFURNITURE PLAN 9 SCALE: I/ea=I'—O' O4 m� II II I d�7 ii ill. i rn lilt ID r L— (E] i � ////li //' - // I I I 1n xti—T Orn �o Al D r�r n Of �a . ETTS� N n a m m 9 m O m C z `m v U 0 O d -i O m D m D y V�" tl@ Got D >11-- j 9 I •Y xb .: m Ii1 r m _ � P r m m m y a r \/V m D Ir 0 0 70 3 ° ,ce i m X� GIII 2`�p rC� D p A u 0 D N f� .'j n s c j 'Eu-,x Ma Paull A _ ``lilt a Y � T+ GYP BD SOFFITT GYP BD 50FFITT NEW WOOD DOOR TO WCROWN MOLDING - WCROWN MOLDING MATGN E%,STING HEIGHT41 OECORATIVE D0WNLIGHT5 DECORATIVE DOWNLIGHTS I Y � 2'PAINTED HOOD FRAME " 7 STONE TRANSACTION STONE TRANSACTION _ _ __ TEMPERED GLASS j('v�tTv Y= I'.�'�I'ti iSSCO I I'_.J TOP 5T-1(SEE A5.1) TOP 5T-I(SEE A5.1J �'' "' 51DEL16N7 FABRIC WRAPPED - ="I FRAMELESS 6LA55 FABRIC RD SIDELIGHT WITH 5m DECORATIVE FILM,OL50 WOOD RAM WORKSURPACF — - - 5N2EM OS •r-" r rr I 4`^ v C 2 C ] (WILD CHERRY COLOR RAND - ,r�M tl Ur d,nIM1�J I.at/n BASE TO MATGN EK15T1 .I.PJ i N6 N MOOD—11-11 PILE CABINET m is - - �, 9EALI 4'TOE SPACE ELEVATION AT OFFICE FRONT (TYP.) KEY PLAN, ORECEPTION DESK ELEVATION O��,i RECEPTION DESK ELEVATION O sGALE:vs°•r-o 9 SCALE:1/2'•i'O SCALE. 1/2••I'-0' 6 E0 CA 'NETS GYP.BOARD - GYP:BOARD - SOFFIT SOFFIT ' 6.94B.SOPFIT-PINISH , .. - PER FIN15H.51-HEMLE NEW MAIL 5LOT5 BY - OTHERS(40 BOHMER PLAM UPPER GABINET5 TYPE)PER NYL W STABLE ONE AD.LW - STANDARDS HE MAIL SLOTS BY el _____'�_____+_______ �` � _ SHELF 0TNER5(46 BOMMER TYPE) , I l'. PLAM GTOP WITH ISSUES/REVISIONS, MATCHING 4' _ BAGKSRASH _ RAM C.'TOP a 4•SATIN ALUM.WIRE . - FULLS,TYP. ---- PLAM LOWER CABINETS PLAM SHELF - I , W J.SHELF 4 DRAWER5 ABOVE.TYR DEDICATED OUTLET AND ALL BASE,SEE FINISH - BASE PER -J W 0 DATA CUTLET FOR ;p RAN ;p FINISH AN m COPIER. _ - 4'RAM TO KICK TO MATON CABINET DOORS 15WE-BLD6 PERMIT 12/03/01 fTYP). { PROJECT NUMBER, 201154 MAIL/ SUPPLY MAIL/ SUPPLY COPY ISSUE DATE, 5EE ABOVE O ROOM ELEVATION O ROOM ELEVATION O AREA ELEVATION DRAWN BY, DRAFTSPERSON n' SCALE,I/T•1'-O' 5GALE:1/2'•1'-O' 51ALE:1/2••1'-O' DRAWMG SCALE A5 NOTED FILE, - PROJECT NAME/LOCATION, �a GJrfG^J(nlG9U�, In�Q GROUND a 934 FLOOR =� DRAWING TITLE, ® � No.77`97 k MED A y C dGMQ�000 n 2 MA <TI - DRAWING NUMBER, a S.C.TO PROVIDE - EXISTING WALLS DEFLEGTIORN GAP WMEREEGREOVGBY GOREAl CTO TION N.IFJ +, x ODE I. SLAB ABOVE SLAB ABOVE FIRE T TI t� i [✓* SEALANAN TOP 4 BOTTOM G T TOP a BOTTOM !37 , . - - - 2;0J'f•.,•„_•.�v,i`; ;1'tli,'e - . G:i .., , \ - 2ND FLOOR LEVEL , � au Iw I r r M1 Lioe FINISHED CEILING L SUSPENDED GEILINGCEILING iv C •;I�. PER RCP @ NEH GONri"jou y SEAL- . - g RAILING.SEE .ry - 2 1/2'METAL STUDS •Q DETAIL THIS r (25 SAUCE MINJ Q SHEET. b'ON CENTER(TYPJ 9 ME)"METAL STUDS- 1 - - - I • �9 4'-7 27/7T (25 SAUCE MINJ 16' - - 7'SOUND ATTEN. ON CENTER(TYPJ - ry . GROUND FLOOR INSULATION BATTS LEVEL(0'-0') KEY PLAN: NEW STAIR _ 19 RISERS m 6.105- I LAYER OF 5/b'GYP. (Il LAYER OF 5/6' - - lb TREADS m 11' BO.BOTH SIDES. THK.UL CLASSIFIED SYP.WALL BOARD, _ BOTH SIDES.SECURE SECTION - - TosTws. OAT NEW STAIR SCALE SGHEOULED BASE - _ SCHEDULED BASE FINISHED FLOOR FINISHED FLOOR UL.DE51&N U465 FULL HEIGHT TO b'ABOVE FULL HEIGHT TO DEGKHEIGHT TO DECK NOTE A FINISHED CEILING - I HR.RATED - K ISSUES/REVISIONS O PARTITION DETAILS 1)SUBMIT OP DWG5.FOR APPROVAL. 1 1/2-HAROHOOD RAIL U 51-ALE:9'=i'-O' .2)FIELD MEASURE,VERIFY ALL HEISHTS a ' CONDITIONS OF EXISTINS BLDS.PRIOR TO FIRST FLOOR - SUDMIT71NO SHOP DHSS. - LEVEL B)ALL WORK 15 NEW UNLESS NOTED"EXI5TIN&'. 5TRINGER AS REOV. 2 1/2'HOOD TREADS(TYPJ EXIST.FLOOR - SLAB - BLDG PERMIT 12/03/01 GROUND FLOOR LEVEL, PROJECT NUMBER, 201154 ISSUE DATE- SEE ABOVE WOOD STRINGER AS Ewsr.FLOOR RED'v DRAWN BY- S.R.OJAEP SLAB - HEADER FRAMING AS _. REO'D.VERIFY ALL DRAWING SCALE I/8" = I'-O" CONDITIONS IN FIELD FILE: 201134 A-8 PROJECT NAME/LOCATION• PROVIDE 1-1/2' TACTILE SURFACE AT 1V� ryy7 �V7 l✓j (� 2 NOSING(TYP.TREAD) W9 U1J Lf onW `LJ- pg ST"SYP.BD.SOFFIT F.G.60 1382 OYMMMOUGH ROAD DETAIL NJ�7G^QGRIInM��9 ma OAT NEW STAIR GROUND A WT 51-ALE:5/4'=1'-0' FLOOR ��€ieO Rq DRAWING TITLE. �..'n e DD C 4Q�d� No.772 i� DRAWING NUMBER. O MEMt� 9 O OF 1 • i . l ov i O • + � 1NAL4kr P Of FOUNDATION CONCRETE COVER CONCRETE COVERS CAS IRON TM� r7s+'• /.1f •• • SCHEDULE 482"MAX. r 12 AAAX'4 i V C PIPE 4"SCHEDULE 40 PVC (ONLY) PIPE - MIN. (EACH I _PITCH I/4"PER PITCH 1/4 PER.FT PIT _ MECAST NVERT LEACHING ' ' L../Jf.3¢ INVERT INVERT ► PIT 0I' SEPTIC TANK DIST. !'• EQUIV. ! • • � INVERT EL..!es.Bs BOX EL./.1;�/ «; j= .•. CC <� EL ��� ' Soo OAL - INVERT L 0 ::. 3/4"TO I vld - t SO INVERT W . E ,,• ELr°� Li 4 WASHED EL./e=.� V D !� STONF. 4 L 1 � �'� /or /j r r •• 91y. �.--- DI zwl PROFILE OF _Gi6v6e WATER TABLE z SEWAGE DISPOSAL SYSTEM NO SCALE ` :?# ----' — - -- �o , SOIL LOG WITNESSED BY : TIME P.9c�G Z/ BOARD Of HEALTH ,;•:" �` ` 'i' c / TEST HOL I TEST HOLE 2 ENGINEER A 1 --4= 7� . '' h;s` /• • • ". ►`. .�;.► [lEv �'? rO I-LEV. iio. zy 1 C O v - .• .� 3r� 'y �� . . . -"�..`„'•t- .:� ��, / � ,�'' !��.y l �� L-o q ry s'- ` _ _ , — �, �• ,,,:-; fy_' '•.1' Vl ,,r ✓ " J j - -,< sOe- so DESIGN DATA . x"' 87J4 SF.,�', off:C�- /O•n t NUMBER OF BEDROOMS B.X3� r7f•.`� C: . cz L 1 �t �dsf7c'✓C �' ' '1� h� TOTAL ESTIMATED FLOW L r . . GALLONS/DAY r3 ,✓ 'r/ 1►' r. r ♦ �♦ ; y �_ I C1Eif'� BOTTOM LEACHING AREA /Sly. V FT. /PIi1G'RA. T `.14, ., ` �t - r, �; , �LfA�I! .y� ��Y „ ••� � z •AR.fF 10.425� /� , f ` , .s' ` �-- "�.- .ter + Pt �.- { `` •• �Lsl- B.e�w•,/ SIDr~ LEACHINO AREA /J/. 9 . SO FT./ FIF�., i ,� , ..r." 'T.)T' r `.;�,,� f '. _ • a: pi,';► - ', ,. ! ' -_- �A� s`An'a _ - •Yi - • �, ^. r�`. ;<i�- .. .�' t LE Q! /� - A� "�^•.,'y ., �S ( t GARBAGE DISPOSAL /''P '�� (50 % AREA INCR; , ✓, xti w . ,if piT i \ �� !* r' - - Q�iVeG 8ov6y TOTAL LEACHING AREA . SQ.FT PERCOLATION RATE c 77✓A,r Tl\'? MIN/INCH i - - T 47. LEACHING AREA PER PERCO! ATION Rt,rt �Al �� `\ r } 1.+ y 1�:�, . r._ V �..a - /a•� Xt.' M h(O1/N1Ekl () NUMBER LEACHING 7i� f'i1� h'i7,•/ /p.•a' �` , rj/ =.S$,K, /J i! y�o�._��A:•v - //I �l "_ji'._ -i ,c��. .; E N OF L N , PITS . JrijoeX �/G �'.' 416 VP cif Fo.,n • S61 �i � r \ ...►'. .-�+4is •� 1 �� ;��4s r4 ��r /A►LB �i!'\ ::\ Y• `� r+..wi!• `��r.' -�JlL A R i TL►ai�' -1- •�:~ A �,.��.. !, �� js.-� �__ 4/��+r � �r.. �.7"? � f�Fr`/ 4 f+ •"..:, �ft"C - {i.�v ILLd�:f[+<-�.wi' r �/, �. � 1,'"4,'��. rtt.�..t. '�• '� �•�� __ '--- �• W ` ' a sir-.�,-•+ ✓_ ''> , 7+-rti L,._ f/.:A t {/.�<li %,�.0 r -- 1F' , jr� .�•'+r��.t • ,.:il,.. :.�R` x c� �.o,y '_t,`.�b.Z.r qtI L.'' a"v R /12.A y7.` /voEC+� - S v Q , /` -,S;g.SO C. y �. s • �o/(. •i.ir _ 1 -r t r. JK ! I � -'die _ - ' i� •r � "� Af le D C . LAC L el i .Sv V y ,E Z O� 1 �.i•'�7i� ni 17 lur 7t/E /u/2f xf, ,S b3 . oq ES/r � s 0 MlS j Of E AF( a^ { Z o KELLEY Q 6JAlA + g No. 2fi100 .� CIVIL ?,a, `Fs �FGI$TERE JQ�" Na 307V /0*,1 I E iM SlolM Lt vacCi_ Isl oZ wV Q S i - -• -- - - _. _ .- w _ _„G•� ... - — _._ ._e.._.._._._ _. .. _ _ - -•• f.-. . _ .j� _... ._ ... .. _ .... - ... , — - - . . a . . - . ._, .tr .-. ._. _ . f / HYANNIS / i / PROPOSED PARKING PLAN T. HA WA Y LOCATED A FONDS 1582 I YA NO UGH ROAD LOCUS H YA NNIS MA. \o $a PREPARED FOR. RotrTE A. M. WILSON & A SSO CIA TES APRIL 22, 1999 HA FOND �Q t W 0 UV GRAPHIC SCALE T 1 H � OLD � zo o 10 za 40 80 WAY ' NIGH 80 WIDEN — _ - - - - — — — — - BENCHMARK STATE' — _ - -- - _ - - _ _ —T - - TOP OF FLANGE BOLT ( IN FEET > ON HYDRANT __ _ _ _ - - -- - / _ LOCUS MAP 1 inch — 20 ft. _ — --- — — _" _ _'-- / �'" � ""^``y '� / _ -->'_ ELEV-65.2' _ _ _ - --- . 1'2 5 _ _ - - C. rN8 74• 67' Il it LAN RE . SITE PLAN OF LAND \ (( II # PREPARED FOR REAL PROPERTY SIGN 8 \ 1� 11 !1 SER VICE BY BAXTER & NYE, INC. S85 50'45"W rr !i DATED: DEC. 9, 199? _ 11 !I I+ / 11 ZONING: "RF-1" ._ rr DEED: 84641028 ASSESSORS MAP 254 PARCEL 14 GRO UND WA TER PRO TECTION AR.E'A=98,154.�- S. F. OVERLAY DISTRICT.• "WP" # \ I ............. Q, p ASPHALT .......................... 46.1 ..,.....,, �, ' �- o) I PARKING ,��' �r�''ND: BUILDING ' - 48 I H.H.B. :::::::�:::::::::::::::: �158,2::::::::::::::�:::;::;:::�:�:: ► -- � 4 I I ........ C� FIRE HYDRANT FND) �p ! ......... ................................................•`r �,ONG„ tiY� . I ...................... ... �, � 1 a- LIGHT POLE / i I .......................... .... ,...,,,.,.,,.,....,,,,.,.. ... SIGN 0'(ZI ;:::::::::�:: I W.F9 WETLAND FLAG 14.o I 5s.0, ---__ UTILITY :VOLE colvo �, HANDICAP PARIs'IIVG ASPHALT 191 /V PARKINGko f7try 46 If / UPOLE DUHPSTER '�t�, 00 AMW wFfq 44. / W I► ti0 Q `� .F, B AMW W.F.#7 / \ WETLANDS / \ FLAGGED BY A.M. WILSON / �•�.�� 0 �T � \ \ AMW & ASSO CIA TES H.H.B. / (FND) �j�, \ \ \ \ �' \ IL AMW UPOLE \ AMW \v W Fps O AMW I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE o 100000, IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL G>� ~ \ AMW YANKEE SURVEY CONSULTANTS STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN �,Q \ \ UNIT .1, 40 INDUSTRY ROAD THE COMMONWEALTH OF MASSACHUSETTS. d�p�f \ \ W.F.,#3 P. 0. BOX 265. AfARSTONS MILLS, MASS. 02648 PA UL A. MERITHEW, P.L S. DA TE \\ \\ \ \ Iwo TE'L 428—0055 FAX 420-5553 CR \~ \ (FWD) \ Jf 51909 GGM r F `