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HomeMy WebLinkAbout4404 FALMOUTH ROAD/RTE 28 - Health 44(l4 Falmnul� `p C 5, i0`lUit .+ s� A 024 022 r y Stanton, David From: Florence, Brian Sent: Wednesday, May 15,2019 3:38 PM To: Swiniarski, Ellen Cc: McKean, Thomas; Stanton, David; Matthew Eddy Subject: FW: Cotuit Center for the Arts Hi Ellen, Can you include this email thread in the Cotuit Center for the Arts SPR file? Thanks, -Brian From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Wednesday, May 15, 2019 1:22 PM To: McKean,Thomas Cc: Florence', Brian; Stanton, David Subject: Re: Cotuit Center for the Arts Thank you. Matthew Eddy Baxter Nye Engineering Sent from my iPhone On May 15, 2019, at 1:05 PM, McKean,Thomas<Thomas.McKean@town.barnstable.ma.us>wrote: Thank you Matthew. Chief Health Inspector David Stanton.will sign-off on the BP behalf of the Health Division,this afternoon. From: Matthew Eddy [mailto:meddy@baiter-nye.com] Sent: Wednesday, May 15, 2019 12:56 PM To: McKean, Thomas; Florence, Brian Subject: RE: Cotuit Center for the Arts Hi Tom and Brian, Please accept this as confirmation that we are currently revising the septic plan to add pressure dosing and a holding tank for the clay pottery sinks. Please confirm it's okay for Rogers and Marney to come in and get final Health sign off on BP application to get BP issued. Than: Matt From: McKean,Thomas<Thomas.McKean@town.barnstable.ma.us> Sent: Wednesday, May 15, 2019 12:46 PM To: Matthew Eddy<meddv@baxter-nve.com> Subject: RE: Cotuit Center for the Arts/1650 Regulation and Lots in Common Ownership 1 I talked to Brian and he is okay with starting the process if we receive written confirmation that the plan will be updated to meet the Title V requirements(ie pressure dosing, etc). From: Matthew Eddy [mailto:meddyCaabaxter-nye.com] Sent: Wednesday, May 15, 2019 11:32 AM To: McKean, Thomas Subject: RE: Cotuit Center for the Arts/ 1650 Regulation and Lots in Common Ownership Hi Tom, As discussed,this morning, can we get your sign off on.the Building Permit now so they can get going on that? Rogers and Marney would like to come over and get BP now if possible. That would be very helpful with schedule. I am addressing the comments we discussed this morning on the holding tank and pressure dosing. I've left a message for Brian. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis,MA02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 •email:meddy(a?baxter-nye.com •www.baxter-nye.com Please consider the environment before printing this e-mail CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe!' CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 2 rParker n Engineering, Inc. Road-P.O. Box 659 lle, MA 02655 e:( 08)428-3344 Fax:(508)428-3115 PSu a aol-corn Project: Cotuit Center for the Arts Map 24 Parcel 014, 022, &150 4404 Falmouth Road Cotuit, MA Lot Area: Parcel 014 1.03 ac Parcel 022 0.76 ac Parcel 150 1.00 ac Total: 2.79 ac Design Flow The Botello House: Summary: 1st Floor 1,183 SF/1000 x 50 = 59.2 gpd 2nd Floor 1,183 SF/1000 x 75 = 88.7 gpd The Theater: 190 seats x 3 = 570.0 gpd The Barn: 1,792 SF/1000 x 50 = 89.6 gpd The Savinelli House: 1,476 SF/1000 x 75 = 110.7 gpd Total Design Flow: 918.2 gpd Allowable Flow Barnstable 330 gpd/ac Rule 920.7 gpd Project Design Flow Complies with the 330 Rule I McKean, Thomas From: McKean, Thomas Sent: Friday, January 21, 2005 2:16 PM To: Giangregorio, Robin Cc: Jones, Ralph Subject: Cotuit Center for the Arts/4404 Falmouth Road Dear Robin and Ralph, Today, revised plans were received from the engineer, Peter Sullivan P.E. The 864 gpd septic system does have sufficient capacity for the 190 seat theatre. Also, there is sufficient land (2.79 acres)for the wastewater discharge and nitrogen loading proposed. Therefore, I have no objections at this time. Sincerely yours, Jhomad✓d. ///cJleaa Thomas A.McKean, C.H.O. Director of Public Health TOWN OF BARNSTABLE Phone#: (508) 862-4644 E-mail: health@town.barnstable.ma.us 1 No. Fee Now THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for ;Digpo.5ar *p aem Con!5t action Permit Application for a Permit to Construct )Repair( )Upgrade( )Abandon El Complete System [Individual Components Location Address or Lot No. y L Owner's Name,Address and Tel.No. Assessor's MapfParcel06MMwJ(j Ins 4Name,Address,and Tel.No. Designer's Name,Address a#Tel.No. Type of Building: ;e Dwelling No.of Bedrooms ;�D 7 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons y Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank � Type of S.A.S. f Description of Soil, f� .2 K 7 Nature of Repairs or Alt ations(Answe when applicable) rI o Date last inspected: Agreement: The undersigned agr es,t ensure a constru r tiou and fnaintenance of the afore described on-site sewage disposal system in accordance with the roAsk s of Ti of the v io �ntal Code and not to place the system in operation until a C rtifi cate of Compliance has e n is by t 's B ar "f ealt Signed - Date t�7 Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued 11 �'Y�� 0 'No.�l��Cl "� Fee /J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zpplication for Migaal *p5tem Construction Permit Application for a Permit to Constrtct )Repair( )Upgrade( )Abandon( ) O Complete System XIndividual Components Location Address or Lot No. 4- An, , Owner's Name,Address and Tel.No. a Assessor's Map/Parcel O�� ' OZZ 1 dv, Inst ler's N e,Address,and Tel.No. Designer's Name,Address 46 Tel.No. i Type of Building: Dwelling No.of Bedrooms/Od Lot Size sq.ft. Garbage Grinder( ) Other Type of Building — No. of Persons 0 Showers( ) Cafeteria( ) t . Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets rRe'.visi"on.Date Title ` m Size of Septic Tank,, Type of S.A.S. Description of Soil; 70 Nature of Repairs or Alt rations(Answ r when applicable) (Pye'r4icli l.► )� ,.,t o L F%�. Date last inspected: Agreement: The undersigned agrees ;o ensure he cons ytio and aintenance of the afore described on-site sewage disposal system in accordance with the pro isi I ns of T' e�5 of the Ti iro mental Code and"not to place the system in'operation until a ertifi� cate of Compliance has bed is eI by is B bf ea Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. 204$7— o Date Issued 2 X // ——— ———————————————— ———— —--——————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-si e Sewage Disposal System Constructed(x )Repaired ( )Upgraded( ) Abandoned( )by k94u at yClow fCG IPW.. has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q obo -- �(.74- dated Installer Designer t Y The issuance of this permit ss all)no be construed as a guarantee that the�syste will funetion asN designed. Date Inspector, & Ai No. QQUS - L0,6 Fee l THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migoga[ *pgtem Congtruction Permit Permission is hereby ranted to Construct( '•)Repair( )Upgrade( )Abandon( ) System located at L d C 11" _h 9 rc, ' :�- r .e � and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction m st be completed within three years of the date of this ermit� R Date:_ ��e� Approved b i r t SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 January 14, 2005 Thomas A. McKean, R. S. CHO Director, Public Health Division Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Cotuit Center for the Arts/Falmouth Road, Cotuit �-- Dear Tom, Please find attached two copies of the revised septic plan for the Cotuit Center for the Arts. We have updated the 330 Rule Calculations as well as the septic system design data calculations. As you can see, the septic system has capacity for 190 seats in the theater and the 330 Rule calculation was computed also using 190 seats. I trust this meets your present needs and look forward to your favorable review so that the Center can obtain an occupancy permit. If you have any questions, please feel free to call our office. Thank you. V truly yours, Peter Sullivan, P. Sullivan Engineering Inc. Cc: James Hoeck for Cotuit Center for the Arts , W •• ir_ Members of American Society of Civil Engineers, Boston Society of Civil Engineers TOWN OF BARNSTABLE r. .� LOCATION tiHc)4 'FALh0jT1-A & �R�.��' SEWAGE#_��� -043 VILLAGE CoTu` ASSESSOR'S MAP & LOT D 2 9-0.7 2 INSTALLER'S NAME&PHONE NO. 61&g�. e0,rEL .M ao c ('s-08-54l1-%16 SEPTIC TANK CAPACITY Z000 G'^AL LEACHING FACILITY: (type) SVO GAL �F,&I.E C W O,,g. g(size) 12 ,� '7 0 NO.OF BEDROOMS 100 S'_AT T t+EA-r iE C� BUILDER OR OWNER COM i-1 Al tJ%T\ Gov 1 0IF CA C-00 PERMITDATE: 2 -2 0'o 1 COMPLIANCE DATE: U 9 ) 2 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 2 A 39 Z.c. 3 ; 2d e so VLC- r o0 0 o{r t 9 sW cAt- CI#A �S pp SPR e,6 3 0, No. a©D 1 —M Fee /00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTSe�; Tipphration for ;Diopooal *potent Construction 30ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4401 % p`" j odo( Owner's Name Addressand/Teel.No.�0�v,T �ovNN[asru7l� l ocicdGC4/ic°e� W Ca/peCd Assessor's Map/Parcel 60400 a d`at Q Parcel O 1LZ W J,7ffi o,^ R4 Installer's Name,(Address,and Tel.No. Desi ner's Nam ,Address and Tel.No. _ IJO�E'"ID �e�a ' s*q�✓lepr�u vg��HC 0,-X7".k G . D l Oa(o v Type of Building: /�/ PC Dwelling No.of Bedrooms , ° �II Lot Size 2,7 9 Garbage Grinder( ) p/'Other Type of Building c Ye, No.of Persons Showers(Alo) Cafeteria(06) Other Fixtures aVd ,-t Classes a'3 a ..e c oA-J` Design Flow gallons per day. Calculated daily flow y2Q -gallons. 3ko Plan Date 2QDQ Number of sheets -I- Revision Date Aso,. /9. 2oo4 Title 4404 Size of Septic Tank -7D0� Type of S.A.S. X C'1.411jeel (411:-aprs Description of Soil i 2 �O,X 2 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by to Application Disapproved for the following reasons - ! S Permit No. V 00/-0`l Date Issued s SpR No. Fee / 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .(, Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprfcation for 13iopooar *pgtem Con.5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components 4 Location Address or Lot No. 4401 Woct Owner's Name,Address and Tel.No._n /` Q r CO�v;�- CovNruvni�� f'o✓KWQ?iot4 �T C... 1 Assessor's Map/Parcel 0 P,,Q,�OX 40(0 !rn o�9 p_Cel022 Installer's Name,Address,and Tel.No. Designer's Nam ,Address and Tel. No. _ +Jol C�l�O Ner Se,AV*4 7E ✓v/�'✓a y�a�i,�,.p�i�f��i,C. 7 r`Ce/ R� ?O, dX 6S9 / o Type of Building: n` Dwelling No.of Bedrooms f � Lot Size , 9 Garbage Grinder( ) pe" Other Type of Building i 9h, .Y7j,.y1A^ No.of Persons Showers(Al,) Cafeteria(dlo) Other Fixtures Cenci Pf* C/assPs 43 P//ozve vrzd'Fi/' . Design Flow 9/IF gallons per day. Calculated daily flow 20 gallons. 3 yo p,/e Plan Date 5��. zn 91)an Number of sheets 'Z Revision Date Abe . Titleam nnG�� Size of Septic Tank ����_ Type of J.A.S. 5F Descript on of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons o .Af, a.6 t,,,o c,nQi6LC, r � Permit No. -2 00/—0 9_'� Date Issued r l No. ?,<m 0/L3 y �T Fee / V W I ° a7 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HE/. ,.-H DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(pprication for Migogar *potem Construction Permit Application for a Permit to Construct( )Repair(X)Upgrade Q( )Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. 7,V c4 r1 ;-76am /Zi( o ner's Name,Address and Tel.No. L'of u f omMun,IY FouindA15 P of Assessor's Map/Parcel -p, A9 OX olo m`P0y Peels Oaa ?- 0,076 745 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 56,F- yaj" 3 3 5«/ fClrASul/i'vc�r� ,9�"L'- SuL1_i'✓i3.0 7Pu-Y[_rr?,t / sDO•3bX /cS4—/ Type of Building: Cc G!'e5 Dwelling No.of Bedrooms Lot Size 74 sglft. Garbage Grinder( ) Other ✓ Type of Building Kb-x-df 'theu4 No.of Persons Showers( IoCafeteria(A49 Other Fixtures `ten nrr C )+sSeS Design Flow yLe gallons per day. Calculated daily flow pS Cully w,4_ an —gallons. 3 30 Plan Date 30, a 9,00 Number of sheets / Revision Date 1VoY 0 7� o;?oO p ral e, Title Pla-h Plopos ek I)-n ro v ct"ct7tj Y Ll o y Feetj rn a VW7 Rl� , At4 fnec Size of Septic Tank 06 0-// Type of S.A. I Description of Soil l tL�A Y.2 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ens a the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provision f itle 5 of ronmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' this B of a h - Signed Date Application Approved by Date Application,Disapproved for the following reasons Permit No. -O R Date Issued e Z r; Zov No. C/ �- -3 ----'! !AkTq� � "� i FeeTHE COMMONOF MASSACHUSETTS ' Entered in computer: i,;' K Yes PUBLIC HEALTH DIVISION--:TOWN`O F BARNSTABLE.,MASSACHUSETTS fication for Migooh *p terry Congtructiott Permit Application for a Permit to Construct( )Repair( X)Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4 41 o O};ner's �un, Name,Address and Tel.No. / - Lar»ni�-/ fpui 1d�hi�c. of Lrt e LvdL Assessor's Map/Parcel P.0- O A #404; n?dp _Freels oaa /50 ` kin-20a)Jb nry­ /79hL Installer's Name,Address,and Tel.No. Designer's:Name,Address and Tel.No. G 6 rOCfra'Su/�,'vur� ,/o''L-'• �ULL;w'ia.v GNG.SrvC . GSl erv,.11r Type of Building: i Dwelling No.of Bedrooms Lot Size h 74 sus Garbage Grinder( ) Other Type of Building 1005r2t 'the No.of Persons Showers( NOCafeteria(Alp Other Fixtures and 11 rT C 1.OW5 ati Design Flow y�°y gallons per day. Calculated daily flow gallons. 330 Plan Date'w l 3 0, A ©oG Number of sheets / Revision Date /VOY 07, o�coo Title 5iir /0/Qh P'oposPk In7�roYch��i�tr yHoy Folr»au �'� , C'o�zr�t ia�r�s°� Size of Septic Tank /_J Od Type of S.A.S. /to(_, j)t Chg1mbe" Description of Soil `'Nature of Repairs or Alterations(Answer when applicable) r ' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions-of Title 5 of` --Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued-by this Board of Health: Signed �-- -� Date Application Approved by ' v Date 7 Application Disapproved for the following reasons Permit No. D 7 Date Issued Z ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance t THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired(X )Upgraded (x) Abandoned( )by at`&Uz{ 1Q1M4UW7 /�d 00& has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -7,0V 93 dated Z—2y— 7--y Installer Designer The issuance o i this'permit shall not be construed as a guarantee that the sys_em will,function as d si ed. Date of l o- Inspectors ,d �• —:————————.——————— ————.————————————————— Q _ No. �' 7� Fee /�f'"..- 6-?q _ d 2 Z THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar 6pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( )0 Upgrade( )Abandon( ) System located at �C and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. "Provided:Cons nl ch� must be completed within three years of the date of this��t Date: Approved by y� s ` COMMONWEALTII OF M%SSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500 a TRUDY CORE ARGEO PAUL CELLUCICI «. Secretary Governor DAVID B. STRUIJS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commisaioner PART A / CERTIFICATION f �/ Property Address: y'7 v y �e1 Yt1 D c> Co` tj/+ Name of Owner I n L A- 96 ( e 116 Date of Inspection: 6 la j I E)a Address of Owner: Name of Inspector:(Please Print) 'L 6JJ C ni l 1 am a DEP approved system inspector_� to Section 15.340 of Title 5(370 CMR 75.000) Company y Name: b k!'S iC C/4 co!4 I' Telephone Mailing Address: � a Y G�G V 9 Telephone Numt►er. '� — �/ �"� CERTIFICATION STATEMENT 1 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: �sses Conditionally Passes — Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: Date: gyp/ J�� The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)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 ttte system owner and copies sent to the buyer, if applicable,and the approving authority. NOTES AND COMMENTS 14(.3 ci S e t-� � J '�"� i'! e e � i4 � e S S (PC)C5:A� /01 14a for Lv �C91 � lcI /1 C�13 Y 8' �(. � c� Q •e �.l A, t w � C.e l.I ptl`� Sti � ��e • r,ECEIVED ,1UL 7 2000 TOWHEALTH DEPTBLE revised 9/2/98 Page 1 or11 .. . ....... ..._.__,. _... SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) 'J Property Address: % yV Y -�-N`M c b A R b C o , ,1 4 r 4- Owner: P ( (3 O + f It O Date of kmpection: INSPECTION SUMMARY: Check D, C, or D: A. SYSTEM PASSES: �VJ —AZ 1 have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: 'K �!(p c sh A fo Q 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 NO). 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 complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). 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 obstructed pipe(s). The system will pass Inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed is -evised 9/2/98 Page 2of11 is t SUBSURFACE SEWAGE DISPOSAL SYST EM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: a 1 rn a u`A rw Owner: 9/3v e it<S ° Date of Inspection: 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 the public health, safety and the environment. 11 SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTE IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. v 3 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM I FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply of tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that t 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 revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: �( -�is(of C.u Owner: 94,s I ISO' 4-el I p Date of Inspection: D. SYSTEM FAILS:/ You must Indicate either "Yes" or "No" to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct tire failure. Yes No Backup of sewage into facility or system component due-to an 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 112 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). / Number of times pumped_. _ Ile, Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. VAny 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 s private g p at water supply well with no acceptable water quality analysis. If the well has been•analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: 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 11 of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4ortt SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST <, Property Address: y y�Y f11 w Vj b M an Owner: ()a, f C e�I Date of Inspection: /U J Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. _ None of the system components have been pumped-forat least two weeks and-the system has been•receivtngvormal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. ✓ _ As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. _ All system components, excluding the Soil Absorption System, have been located on the site. Y� 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. The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example, Plan at B.O.H. Y _ Determined in the field (if any of the failure criteria related to Part C is at issue,approximation of distance Is unacceptable) 115.302(3)(b)) - _ The facility owner(and occupants,if different from owner) were provided with information on tlta.propermaintanance.of SubSurface Disposal Systems. revised 9/2/98 Pages orii ,_ i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C L SYSTEM INFORMATION Property Address: Owner: 7 4 b I N,4 -o Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow: 1(J g.p.d./bedroom. Number of bedrooms(design):_ Number of bedrooms(actual):_ Total DESIGN flow Number of current residents.-o— Garbage grinder(yes or no);_hLO Laundry(separate system) (yes or no):A2 If yes, separate inspection required _ Laundry system inspected (yes or no) Seasonal use(yes or no):-J�cJ Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or no): Last date of occupancy: COMMERCIALIINDUSTRIAL: Type of establishment: Design flow: gpd 1 Based on 15.203) Basis of design flow Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non-sanitary waste discharged to the Title 5 system- (yes or no)_ Water meter readings,if available: Lest date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: �(J c.,k_12 System pumped as part of inspection: (yes or no)_ If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other 1� wSN ��r S Igc2 J APPROXIMATE AGE of all components, date installed 6f known)and source of information: aiq A Sewage odors detected when arriving at the site:(yes or no) Lw revised 9/2/98 Page 6orii SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: y UoL( FBI p v 04 k IRS Owner: Date of Insp ection: ���o BUILDING SEWER: (Locate on site plan) Depth below grade:_ Material of construction:_cast iron_40 PVC_other(explain) 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:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age_ ls.age confirmed by Certificate of Compliance_(Yes/No) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: 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.) GREASE TRAP: (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 baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping:., Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, at integrity, evidence of leakage,etc.) revised 9/2/98 Page7orn SUBSURFACE SE WAGE DISP OSAL OSAL SYSTEM INSPECTION FORM PA RT C SYSTEM INFORMATION(continued) Property Address: Owner: Date of buPection: TIGHT OR HOLDING TANK: (Tank on (locate on site plan) must be pumped prior to, or at time of, inspection) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass_Polyethylene_other(explain) Dimensions: Capacity: - :._.._... ..._..._. Design flow: gallons Alarm presentgallons/day Alarm level: Alarm in working order: Yes No Date of previous pumping: — — Comments: (condition of inlet tee,condition of alarm and float switches, etc.) DISTRIBUTION _BOX: . (locate on site plan) Depth of liquid level above outlet invert: Comments: (note-if level and distribution Is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER: (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 appurtenances,etc.) revised 9/2/98 Pape 8-om _ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM , PART C SYSTEM INFORMATION(continued) Property Address: L e/a [1 -T nl Via'✓" &'n Owner: '9" (3c#eff v Date of Inspection: SOIL ABSORPTION SYSTEM(SAS):_ (locate on site plan, if possible; excavation not required,location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits,number:_ 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 ponding, damp soil, condition of vegetation, etc.) CESSPOOLS:_ (locate on site plan) Number and configuration:_ J7v Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: / ,j Dimensions of cesspool: i.,dae. id l ^ Materials of construction: �Sl � Indication of groundwater: —� inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.) PRIVY:_ (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) revised 9/2/98 Page 9orii b.' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:. y yoq �-IA 11- o 0" Owner: PRhl Ro4Qlta Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100- (Locate where public water supply comes into house) Vw� I C r4 5- 3 3Y � E revised 9/2/98 _ .__ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: LIC(vY Owner: Q&- 1 9 d4 e t t o Date of Inspection: NRCS Report name Soil Type_ tom® Typical depth to groundwater J r + USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please indicateall the methods used to determine High Groundwater Elevation: Y�Obtained from Design Plans on record k- Observed Site 1Abutting property, observation hole, basement sump etc.) v, "Determined from local conditions VChecked with local Board of health y/Checked FEMA Maps Checked pumping records Checked local excavators, installers L/ Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) `l e.C_1C- v S S max} ' revised 9/2/98 Page 11of11 TOWN OF BARNSTABLE LOCATION t4N04 VALh(XM_k I a SEWAGE# A-615 VII.LAGE C.oiu% ASSESSOR'S MAP& LOT -02 z INSTALLER'S NAME&PHONE NO. -- (Two SN C sod_54A-95fb .- SEPTIC TANK CAPACITY Z000 CIA L LEACHING FACILITY: (type) SVO GAL �F_& 1. C14 . g(size) 12 ,K 70 NO.OF BEDROOMS 100 5SAT TAtATE RL BUILDER OR OWNER CO st�—� '�Ov t . or coftcoo PER ff DATE: 2 -2 0'd 1 COMPLIANCE DATE: 0 a 2 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet 1 Edge of Wetland andLeaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet . Furnished by I i f i i 32' 2.4 39AR, A� B �., �&Z IC lilt 2.c. 4(0' A t 3si 20 I 1 ate' a t 50 ac- i 72` 38' 0 a gZ000(S4LLTY, i C. 4 �c6 F SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 January 21, 2005 Thomas A. McKean, R. S. CHO Director, Public Health Division Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Cotuit Center for the Arts/Falmouth Road, Cotuit Dear Tom, As requested, please find attached two copies of the revised site plan for the Cotuit Center for the Arts, latest revision date 21 Jan 05. We have summarized in table form the design flow versus the systems capacity. I trust this meets your present needs and look forward to your favorable review. If you have any questions, please feel free to call our office. Thank you. Very truly yours, ?Pt� Sullivan, P. Sullivan Engineering Inc. Cc: James Hoeck for Cotuit Center for the Arts Robin Giangregorio, Site Plan Review Coordinator Members of American Society of Civil Engineers, Boston Society of Civil Engineers I j i�- SUILI UAN ENGINEERING INC. 7 PARKER ROAD/P 0 BOX 659 k A24�'OY 19 Pt i s 23 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 2-9-7-33--___.___­ psuflpe@aol.com phone 508-428-3344 fax 508-428-3115 November 18, 2004 Robin Giangregorio Site Plan Review Coordinator Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Site Plan Review File No. SP-15 5-00 Cotuit Center for the Arts Dear Robin, Please find attached a copy of the 330 Rule calculation which was performed for this property. As you can see, using the 330 Rule, there are 921 gpd available. The original proposal called for a 100 seat theater plus associated uses would account for 515 gpd which when subtracted from the 921 gpd leaves an excess of 406 gpd. This excess translates into an available capacity for an additional 135 seats. Therefore, under the 330 Rule, there is a possibility for a total of 235 seats. I have also attached a copy of sheet 1 of 2 which shows the septic system design as well as the 330 rule calculation. I realize that you may have questions, so please feel free to call or e-mail. As always, thank you in advance for your efforts. Very truly yours, eter Sullivan, P. E. Sullivan Engineering Inc. Cc: Cotuit Center for the Arts c/o James Hoeck Members of American Society of Civil Engineers, Boston Society of Civil Engineers Project: Cotuit Center for the Arts Location: 4404 Falmouth Road, Cotuit Date: June 10, 2002 Board of Health 330 Rule Map: 024 Parcels: 014, 022&150 Lot Area = 2.79 Acres 330 Rule Allowable Flow: 921 gpd Design Flow Wood Frame Building 2,800 sf x 50/1000= 140 gpd Theater 100 seats @ 3/seat= 300 gpd 1500 sf @ 50 gpd/1000 sf(retail) = 75 god (40 Savinelli Road- Proposed) 515 gpd-. Total Excess 406 With 330 Rule gpd. Conclusion Lot Complies th ►A-c.:, � $UU,IV6� ° I�0.2973� CIVIL • Project: Cotuit Center for the Arts Location: 4404 Falmouth Road, Cotuit Date: June 10, 2002 Board of Health 330 Rule Map: 024 Parcels: 014, 022 W 50 Lot Area =2.79 Acres 330 Rule Allowable Flow: 921 gpd Design Flow Wood Frame Building 2,800 sf x 50/1000 = 140 gpd Theater 100 seats @ 3/seat= 300 gpd 1500 sf @ 50 gpd/1000 sf(retail) =75 god (40 Savineili Road- Proposed) 515 gpd Total Excess 406 gpd Conclusion Lot Complies With 330 Rule l 1 — ���� �3Q U L--G P" r•. CIVIL i J I r VERIFY RAMP LENGTH 12 i- e DETAILS IN THE FIELD NEW MULTI LVL 12!ATIC RIDGEBEAMNEW 2x V'®16'4'6 22'-0" 11'E' 12cNEW 10'DIA.CONCRETE6DNOTUBES IST.11'-0' 11'-0" W124"CIA.SIGFOOT FOOTINGS UNDER HEATH TO 4'0"BELOW GRADE.USEr \ \ SIMPSON ZMAX ABlS6 POST BASE \ \ 3-P.T.2 x 12's BOTTOM OF JOISTS EXIST.2x1 s 16'a.c. CEILING JOISTS / / NEW1l2`GVP.BOAR \ NEW 12"DIA.BES CONCRETE \ \ \ / OR SPRABATTINSUTATON/ / \ BELOW OTUBES TO GRADE USE OR SPRAY FOAM ON 1 x 3 STRAPPING \ \ SIMPSON BUSS POST I —EXIST.2 x 4 WALLS BASE NEWP.T.2x10s 1S'o.c. INSTALL SIMPSON DTTIZ W/MID-SPAN BLOCKING TENSION TIES AT LOCATIONS EVENLY SPACED FROM HOUSE TO A DECK JOIST �—4 x 6 POST UNDER EACH r. FIRST END OF RIDGEBEAM DOWNTO FOUNDATIONTI LVL I NEW MULTI LVL BEAMP.T.3 k 1DLEOGER BOARD LnG BOLTEDTO NEW P IALLY NEWR15BAITSOLID BLOCKING WI(2)LEDGERLOK BOLTS ITO EXIST.FOOTING STAGGERED WI JOISTS HANGERS F NEW 4"DIA.IALLY INSULATION ORCOLUMN ONING(TPICAL SPRAY FOAMCLASSROOM MIWOOD EDGE DISTANCE OR(1) COLU FON24'.24' 1L) STUDIO/LEDGERLOK gTB'o.c. +NEW3-1 3I4'xT 114'LVEXIST.DIAGONAL 1 x d1 x 8 L J L J SUBFLOORLLY _ _ TO EXISNEW 4'T,FOOTI T I$ T � � 2x 1Ds�16' c o u LpI J � NEW 9'BATT INSULATION(R=30) 5! OR SPRAY FOAM LLo ///p�Ipl rl r FULL EXIST.CONC.FOUND. n 4vr4 Pp6T UPS 13 IN _a BASEMENT WALLS TO REMAIN q r , rE%1ST. 2x 10 GIRT , ANEW 12"DIA.CONC. L J L t J TOP OF SLAB SONOTUBES TO 4W Zlf BELOW GRADE.USEI—w 1 4, SIMPSON ABU44 FILL IN EXIST. ——— ---�— POSTBASE WNDOW '�^ 4'4T L J SECTION @ STUDIO - REMOVE WN W 8 L FILL INWI CM A r�NEyJ31314'kT 1IA"LVLGIt -- —f----- �I I 2x 10FLOOR 101 T L J NEW 4"ILLY UP TOE%IST.FOOTING 4x 4POST UP NEW 2-2k 10's r F.T.2 x 8's®16'o.c. .' — +_ LIN6TALLNEW I SPAN BLOCKIN Z © THROUGHOUT P��N OF Mqs RAFTERLAG BOLT LEDGER TO 4'LALLY WALL W/LEDGERLOK SCREWS NEW r 8 USE SIMPSON LSSU210 SLOPED 3 I TO EXIST FOOTN O� ERIC J. G \ \ HANGER CEDERHOLM p \ \ VERIFY ROOF PITCH 2x 8 RAFTERS®16 o.c..USE \ \ IN THE FIELD TO FIT PS H2.S HURRICANE O UNDER EXIST.WINDOW CLIPS TO TO FASTEN RAFTERS STRUCTURAL \\ 12 35 TO MULTI LVL BEAM " WINDOW v No. 38962 A A � 2xs's ts"o. 2-13I4'x7 1M"LVL BEAM NEW 2 r f 0 JOISTS ''S �./ AZEK T 8 G 1 R 6 16'o.c. NEW I T.FOOTING M p(N / FASTEN POSTS TO BEAM TO EXIST.FOOTING k P � W/SIMPSON AC4 POST VEILING E AY NAI CEILING CAPS COILINGI-AG BOLT F41 I 16'-0' 10'-0" 12'-0- V-, TO WALL WILEDGERLOK SCREWS 8 USE JOIST HANGERS VERIFY DECKING FOUNDATION PLAN A2 MATERIALS W/ FASTEN POSTS TO BEAM OWNERS FASTEN POSTS TO BEAM I WI SIMPSON AC4 POST NEW 1.T.4x4POSTS WI SIMPSON BC4 BASE CAPS W/AZ CASING 8 T 4 HIGH BASE P.T.2 x 10's IS'o.c. AZ OR KOMA FASCIA 2-1 3I4'x)1l4'LVL BEAM 3 P.T.1 x 12's T OND- TU ES ON 2d'Dw.BIGFOO DIA.CONCRETE GFOO T I d FOOTINGS TO 4'0'BELOW !e TIJ i INSTALL FLASHING UNDER GRADE.USE 61MP60N 2MAX ABU66 POST BASE. HOUSEWRAP B DECKING m § TO 60LID BLOCKIING WBRI LEOG RORD LAGBLOK 80LT6 DECKING 16'o.c.Wl JOISTS HANGERS AT BOTH ENDS EXISTING HOUSE FLOOR JOISTS , BUILDING SECTION @ PORCH P.T.2 x V,®1W a.c. 1 A2 INSTALL PEEL 8 STICK IV RUBBER MEMBRANE ROOF FRAMING P LA N BETWEEN LEDGER 8 SHEATHING P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGE LOX BOLTS NOTE 16....STAGGERED WI JOISTS HANGERS 2"MIN.WOOD EDGE DISTANCE OR(1) 1.) ALL ROOF RAFTERS TO BE 2 X 8'6 �/ LEDGRLOK ATe•4s. UNLESS OTHERWISE NOTED 2)DECK DETAIL AV ALL USE ,RAFTERS 2ENDSHURRICANE CLIPS 3.)VERIFY GUTTER TYPE/LAYOUT W/,OWNERS THE DESIGNER SHALL BE NOTIFIED IF ANY 43COTUITBREW BAY RROAD GIV, LLC NEW REMODELING FOR. SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE DRAW NGS PRIOR TO START OF 43 BREWSTER ROAD _ MASHPEE,MA. 02649 IN THEE DRAWINGS RAW,.GS IFC N ACTOR c COTUIT CENTER FOR THE ARTS WILL BE RESPONSIBLE FOR THE CONTENT C THESE ES WNGSIFCONSTRUCTION O .I COMMENCES WITHOUT NOTIFYING THE PH. 508 274-1166 ! DESIGNEROFANY ERRORS OR OMISSIONS. �� FAX(50 )539-9402THESE DRA4404 FALMOUTH ROAD (RTE. 28) COTUIT, MA CONSE NER TOFTHEOTED ANY IGHERUHERUSEOFOWWINSS ARE SOLELY FOR THE E DATE THESE DR WINGS REQUIRES THE WRITTEN CONSEECTURA E DESIGNER UNOTECTI 12/7/2015 ARCHITECTURAL COPYRIGHT PROTECTION aDo� ���� a•-Hr I 2z•o- r� ^sp%/L J\ `��" - � a•-0• IT- IN VERIFY RAMP LENGTH B 1(/•-"'_ � B :12SLOE&HAND A� /x- 1:135LOPEaHANORAIL6 11'-0• 11'1 vyV`�+(�� _//vim`/• - � NEW P.T.<x 9 POSTS WI AZ CASING b r NIGH BASE ` •A� RAILING RAILING ` Y- CO RAMP DOWN I �YW v NEW COVERED T v (J BELOW ooF I PORCH ---;�_________-�� ,�. A II A REMOVE REMOVE �\ REMOVE 66'A" WINDOW a l NEW}1 3M'x]1M• WINDOW a A REIMAIND WINDOW a REMOVE FILL IN it LVL HEADERABOVE REMOVE FILL FILLIN WALL DCORISIDELXIHTS WALL WALL INSTALL PVC FILL WINDOWB CASING WALL WALL r, :01T� '(EXI ° ___ _____ ______ ______ WALL 1 (k I UN ER DORLMER WALL ABOVENEW I 4 ��-Y NEW 2.lAND. ® I 2x 10 FLOOR JOISTS T�BATH O WALLS i�Tlx HDR. ®36"o.c. -I s REMOVE LOBBY- iI` L:,"(EXITY ii II wNovwa po =Ai I ____ till ' FILL IN_ WALL " 11 L— 4'-0•CLEAR --,--- --,--Ji 3 B'O•DOOR REQUIRED ti ® T DO R R. I 2I O ® x\ I -----, ;NEW ) ®i J EXIST TO I Ol NEW2xal NEW _ ___ NEW 6R, C DO C-�T -- __�___3__ REMAIN WALLS REMOVE H'CAP 3'-93M• O 8 - - -- - - INSTALL PVC _J WIN DOW& A21 r ,� POST 1 ^ I I CASING C �T FILL IN --BATH 3 11 �, ;, � � (EXIT) II L 2 —Z _ ' WALL REMOVE - OFFICE§ f I I IL-��,BEAMASOVE I ON. -W I��', FILL IN +! I W WALL 1 ++I in DN.- II 0. __ ___1 ♦ s t__ ______________ ry L___ ___ __T__ DOOR K If ___1}_-� STUDIO/ I --,F--- ,f b JI REMOVE STUDIO b, (M IT'� la f---JI CLASSROOM WINDOWS ElE _NEW MULTI LVL RIDGEBT�pBOVE - - Im FILLIN / L _____________ i I� 1 (VAULTED CEIUNG) WALL iq EXIST.TO C' ----------� F--- ----- 4xfi POST IN WALL !nI ♦!bI J j (51]S.F.TOTAL AREA) REMAIN PVC HH FROM RIDGE DOWN ® 14` III , NST _-y TO FOUND.UNDER REMOVE q . Im l` i CASING J EACH END OF RIDGEBEAM WINDOW& SISTER FRAME NEW Qfi T L` �I ( STUDIO/ WALL ix 10 FLOOR JOISTS ---�--_� To exlsr.zxly� I CLASSROOM (EXIT) ®2� NEWI<x6 3 POST w h BELOW aD"DooR �� CLASSROOM i !cruP K\ UP H ;I QSQ ---I +, II II © I a (EXIT) REMOVE ❑ ——————WINDOW& J 3I 3YY OFx VISIGN FILL IN NENa0x6Z1 PAN WALL CAB. POSH A RE0g1 RED _ E%HST TO EXIST.TO I RENNN REMAIN REMOVE Ll INSTALL PVC INSTALLPv. WINOOW58 CASING CASING FILL IN !> WALL STOR. m REMOVE EXIST.TO r{ R Sb FILL IN REMAIN ILL INSTALL PVL A WALL A E%HST. � CASING DOOR TO A A2 REMAIN � 10'-0" 12'-0' 22- IS- tv-0' 12'd NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS SECOND FLOOR PLAN - 8 DIMENSIONS IN THE FIELD - FIRST FLOOR PLAN 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - FIRST FLOOR TO BE 6-8"ABOVE SUBFLOOR 4) STATE BUILDING ICCODE,8TOHN EDITION OAME DEMENT&IBC2009�5 ��P�•(H OF ALL s 5.) 120 MPH EXPOSURE B WIND ZONE 6.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 0 ERIC J. N 7.) VERIFY ALL PLUMBING&ELECTRICAL DETAIL W/OWNERS ON THE SITE Z CEDERHOLM m DURING FRAMING CONSTRUCTION O STRUCTURAL B.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 0 9.) ALL EGRESS DOORS TO HAVE PUSH BAR HARDWARE No. 38962 10.)THE STUDIO/CLASSROOM SPACE REQUIRES MECHANICAL A I, VENTILATION DUE TO LACK OF NATURAL LIGHT "� v `►� NA SMOKE DETECTOR QC CARBON MONOXIDE DETECTOR (EXIT)LIGHTED EXIT SIGN/DUAL EMERGENCY LIGHTING ® EMERGENCY AUDIONISUAL ALARM ®� TIFIED COTUIT BAY DESIGN, LLC NEW REMODELING FOR: THEDESIGNERSALLBENOSTARTFANY SCALE : DRAWING NO.: 43 BREWSTER ROAD ERRORS OR OMISSIONS ADING CONTRACTOR THESE DRAWINGS PRIOR TO START OF HE MASHPEE,MA. 02649 WILLCON BE RESPONSIBLE IBLEF FOR THE CONTRACTOR p .I COTUIT CENTER FOR THE ARTS WILLBERESPONSIER F RS.ROONTENT 1 II PH.(5O0)274-1166 COMM EDRANWNGSIFCONSTRUCT E 1/411 — 1 —0 FAX(508)539-9402 COMME RAVIN S ARE SOLELY O E YI FOR TH DESIGNER OF pNY ERRORS OR OMISSIONS. 4404 FALMOUTH ROAD (RTE. 28) COTUIT, MA THESE DRAW NGS ARE SO ELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF DATE : THESE DRAWINGS RED——THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 12/7/2015 ARCHITECTURAL COPYRIGHT PROTECTION A 1 124'-0" L 54'-10" ail A-901 FSYM71,%fW,(41101~10AW1,10,f. .9"Ni"Ah"oxwpima Is o - S-Illltll TM I N up-- I if I. -------------- - ----------------- r------------------------------------------- in 2P ------- II i2 51/2 3q.—b 1/21if 1/2" 41-0 1/211 61—:2 5/4" Q Eli cn 0 —7 --------- ----------------- ----------------------------- --------------- ------------------------ ------- --- ----- ----------------------------------------------------------- ------------------------ CURTAIN %; STORAGE Q, 51/21, 1 1/2" 7 LOBBY 1/211 41-2" 41-8,11 1/2" �: 61-10, MENS, ROOM APIE5 RO_0m p _Q • M NOTE: FIRE PETECTORS 1'4 TWO STORY I SPACES ARE SHOWN ON OOTH THE MAIN AND SECOND FLOOR PLANS, 5EO C4 44 t 1 i 1: 1 1 O in "Q 7 LD N tJ m 4) P.i f z OPER�aLE (4 E30X OFffLCE PANEL 1/21 1/2" 1 14'-2" ... /21' L 11 L 1 3 THEATERu VN 0 CURTAIN DESK ------------------------ (D STORAC-sE -------------------------------------------------------------------- ------------------------ --------------------------------------------------------------------- .......... • VI Iff fi u 5 1/2" —5 1/2" 1/2" 61-41" 20'-ro 1/2" SW-6 1/2"51/2 y" IL-------------------------------------- -------------------------------- ENTRYAAY Q (D CUSTOM JN000 FOLDING DOORS, END PANELS In -----CUSTOM A000 FOLDINCS, POOFLS, END PANELS 1`1 or it I (D UP ACTIVE AS SWINGING DOORS ;r ACTIVE AS SrQNGvING, DOORS ,I INA ...... 11 I1 .14 if Q of it :t it III 11! 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ALL INTERIOR WALL AND CEILING SURPAOES ARE TO 5r; FINISHED WITH Date: 4-4-02 5/6" FIRE RAMP SHEETROOK. &SMOKE DETECTOR LOCATIONS M C,,0 TU I T CENTER Drawn By: VC7J (®r FOR THE ARTS I n c. A Chocked: A- I O I P.O. Box 234T If ViNEYAnDHAvEm MA 02588 508893-3344 Project COTUIT, CAPE 600 MASSACHUSETTS 314 GIFFOAD ST.UHITIB FALMOUTH MA 02540 offs"Ifistj of ZQ ----------- -,,- -~ --- ------'- ----L_ _� . . . . ' ` `� - y y, 1 AEL®FLYWAY ROOF= 23=1"AS. 2NO FL AFNELOR117GE= 21'5"AB. 2N0 FL •,_, _ i — ! i _ _ _ ....!•.— .. ' _ .. ... .w ..T .. ..:.. ... ! ,� ..�...� .. 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B ox 2347 s V INETAOD H AVON # MA 02588 ; 508 893-3344 Project 4: COTUIT,GAPE GOD MASSACHUSETTS 314 Q r F o e o S T.UNITS = FA L M O U T N ; MA 02540 II' RUBBER MEMBRANE ROOF SYSTEM AT FLYWAY ROOF ONLY--- COPPER DRIP EDGE AT FLAT ROOF, CONFIRM FIN15H AND SCUPPER LOCATIONS AN EL®FLYWAY ROOF= 2,9-1"AS. 2ND FL......,. — __ _, _ 1 EL*RIDGE= 21-Sm A19. 2ND FL L G.0 51DEWALL SHIN61-E5 AT FLYWAY, PROVIDE ALL REQUIRED FLASHING AND FASTENIWPS _.. ,,.. _. ,...... �,... .!. . ,... .,. .,. , .t_, a.. ... .. ,... ... ....... ;. .. ,r r.',� '.!.i L,:. `�.'.l..ice:. •. f_.1.1.I_.I•1.1 i•: .,r } 1 � ASPHALT ROOF SHINGLES AT ALL PITCHED ROOF 1 ..,.. _'..:,.t.,.}...,.S.l..,� !.-4..A.7, !1 ,.l_ :A.fi T ,''-li i,•', _•t I+ .t`t; . ...•..,. .. ..-.1. ..e .« ...+r t. f.,:.i.. _<. .. �i..i ,..f...I •:�.i rti. ,:,.. f�._.t',.If ,.�..•,-..A�. f. ... , .r. .,.. INSTALL GRACE "ICE WATER SHEILD AT ALL WALL-ROOF INTERSECTIONS, RAKE/EAVE EDGES 1 i, .�.• .,t _r! ;;. i. 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B o x 2347 s V I N 8 T A 11 O H A Y E N s MA 02568 = 508 893-3344 Project : COTUIT, CAPE 000 MASSACHUSETTS 314 GI F F o II o S T.UNITS 3 FA L M O U T H # MA 02540 I i I i A CONTINUOUS RIDGE VENT � .._._.r .�._._._._. _.._._.... —.—._._._._.�EL®RIDGE=2l'-5"AO. 2ND --- ._....—._ CONTINUOUS EAVE VENT I TYP. ROOF SHEATHING ASSEMBLY ' -5/4" PLY ROOF SHEATHING I -15# FELT ROOFING PAPER ._.. ....._.._..._/ -ASPHALT SHINGLES 5 1/4"X18" MIGROLAM RIDGE AT GALLERY AND CONTROL ROOM =-' ROOF, SEE 5-105 FOR DETAILS 2X CEILING TIES RIP TO ALIGN 1 R-50 FIBERGLASS INSULATION Al 5 (�" j: _ . 12 CEILING FOLD A// DORMER OPENING, POLY VENT BAFFLES AT EAVES, TYP. r ��3 VERIFY NAILING SCHEDULE � BUILT UP ROOF TRUSS, SEE STRUCTURAL DETAILS FOR MEMBER SPECS AND FASTENIN6 SCHEDULE 2X FRAMING HUNG FROM STEEL BEAM, VERIFY FA5TENING DETAIL ` 2XI0 ROOF RAFTERS, 24"O.G. ' S/8" FIRE RATED SHEETROCK, TYPICAL THROUGHOUT, PAINTED 12 5 ML POLY VAPOR BARRIER AT 12 ' 6 WARM FACE OF INSULATION,TYP. - WI8X55 WI8X55 16X40 2X8 CEILING JOISTS, 16"04,. APPLIED CEDAR RAFTER TAILS, I - - 24"O.G. I, STAGE OPENING I , I EL..................= °AS. 2NO FL I i� CATWALK AITHIN PAINTED TIMBER TRUSSWORK+—J ONTINUOUS EAVE VEif NT I 1 TYP. WALL ASSEMBLY S MAPLE HANDRAIL,STEEL FRAME AND - �, ,► a- I STEEL GABLE INFILL RAILING SYSTEM, -YELLOW CEDAR SHINGLES ' VERIFY DETAILS. -15# FELT PAPER -1/2" PLY SHEATHING -R-14 FIBERGLASS INSULATION i; it4:4I -5 ML POL VAPOR BARRIER I -5/6" F.R. SEETROCK, PAINTED 51J6XX FL=!1'-0"�lB.,NlAIfJ FL W16X31 I WIbX3 _ EL®6L6=lO-O"Aa MAIN FL x�. WI9)X91if OPERABLE PARTITION/CURTAIN �; I , if " FOLDING FRENCH DOORS TO PARKIN6 AREA i ,y TYP. FLOOR ASSEMBLY , -IX T 4 G MAPLE FLOORING -ROSIN UNDERLAYMENT PAPER -1 1/6" PLY SUBFLOOR -11 1/6" BGI 60XL FL JOISTS, 0IOXL AT STAGE 4 BAGK5TA6,E, ! - i 405 AT•SECOND FLOOR), YV VE &IRDEP-07 -R q FIBERGLASS CNSULATION ' MAIN FLOOR LEVEL 2X6 4 2X4 P.T. PLATES, BOTH , WI6X51 WI6X40 WI6X3i INSTALLED WITH 1/2" ANCHOR BOLTS WI6X51 WI&X40 WIbX51 ' 45 OC. 4 12" FROM ALL CORNERS I f SEE 5-100 FOR FOUNDATION NOTE ` I f GI THEATER 5EGTION G3 GALLERY 5EGTION • A�OI A 301 . R I m A • MARK HUTKER & AssOCIATE8 BUILDING SECTIONS RELEASE FOR PERMIT 3.25.02 • RELEASE FOR REVIE r c h i t e c i s W 1.31.02 Date: 10-12-01 GOTU I T CENTER M 06J H Drawn By: FOR THE ART5 A t o� I A Checked: nc. P.O. $ox 2347 ; V INEYAnD HAVEN If MA 02568 508 893-3344 Project : COTUIT, GAPE GOD MASSACHUSETT5 314 GI R r o R u S r.UN I r 6 A FA L M o U T N s MA 02540 lima 0. L j i I k 2 3/4' 20-31/2" IQ'8 I/2" IT'-101/2' 1T-�I" 12'-01/2" 6'-8 I " 4'-1 12" 4'-1 1/2" i 20'-11' 2 5/4° L10:1 CONCRETE FOUNDATION WALL Al T.O.F.=$q=113 4' t` •�. i i i i � - i I ' I � u / r r 1 a r r a i I I ' - I'� _ �• CRAWLSPAGE ACCESS PANEL I f , " , { r r , 4 SHELF, INSTALL 3#5 TOP 4 2#5 BOTTOM BARS SEE FOUNDATION DETAIL, WA =qq-q 3/4 s , , , , K ! f ( � ' 1 ,I " THIS SHEET. , , , , , •-r -I- -I �, , I I , GRAWLSPACE ACCESS PANEL 1 • f T.O.S. =Q&'-N 3/4° •I r , r I I 1 ' I INSTALL P.T.PLATES AT TOP OF FOUNDATION Q I I d• ' AND AT SHELF WITH 5/8'XI8'ANCHOR BOLTS 48'O.G.; I ;" , -,�-�--�- I .i_..,._.__�• ;.�... u:�____.:.� ;.L. ~ I I I I AT SHELF.MATE AT TOP OF WALL AND 2X4 P.T.PLATE �� E2"X20'STRIP FOOTING WJ 3#5 HORIZONTAL BARS, , KEY FOOTING TO FOUNDATION WALL AND PROVIDE ► I #5 VERTICAL DOWELS,(8"OG.,EXTEND DOWELS 40" l �`' I I I l�_., •• _�� I I ' ' t I i ABOVE FOOTING TOPS MINIMUM. - •. - -- -- ---•- t 1 ___. 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L_�_.___�_._._.__.._ _._______._._ _�.__._ _._ _»___»_._____.__. —_�.�___----_.�.� ! DETAILS TO MATCH SIDE WALLS EXCEPT I I I SHELF LAYOUT,NO SHELF TO BE I I,. • INSTALLED AT GABLE-END WALLS. Se ( _' SHELF LAYOUT,ND SHELF TO BE 1 �' T _• INSTALLED AT GABLE-END WALLS• T.O.F. =8q-11 5/4' 1 I 4 TAJN.=q5'-9 5/4" sp --� t I I I •-fj !— —--I-• ——' tt1 L.... _ _'' L _._L,_ `p 1 ' l.. _ ._ , 1 ��C o ' ! i i i I I I I I I •,! I • • . ' 2 3/4 20-3 1/2" W-6 1/2" I'I'-10 I 1 '�1" 12'-0 1/2" 6-8 1/2' - 4'-1 1/2' T W-I I/2° 2p'•I' 4' P, I 3/ T.O.F.=89'-II 3/4' b b A j T.O.W. =qq`-q 3/4" � ------_ �_ T.O.S. =q8'-q 5/4' It TQ �%l �B 5FA o i �� b t 6 ;; 2X6 P.T.SILL PLATE 4 v J r TAR WATERPROOFING AT ALL FOUNDATION 2X4 P.T.SHELF PLATE `0 p SURFACES BELOW GRADE,'SILPRO'OR " / ` APPROVED EGIUAL TO BE INSTALLED AT _ #5 REBAR5'AT TOP OF WALL EXPOSED FOUNDATION 5URFACES,TYP. "" x` "'XIS"ANCHOR BOLTS,4WO.C. MARK - 2"CONCRETE DUSTGSVER AT GRAWL.SPAGE FOUNDATION 5ML POLY VAPOR BARRIER H U T K E R �. ASSOCIATES RELEASE > rOR PERMIT 4.01.02 �i T Q BA5 1-!48 Q's3 3L- 0"CONCRETE FOUNDATION WALL,TYP• avI99W�uca W_ �. R.ELEA�5ED FOR REV1EN 5.lq.02 r c h i t e c t s 4"C.ONGREIE BASEMlrNT SLAG OVER 5ML POLY — — VAPOR BARRIER,SEE DRAWINGS FOR LOCATION ��-12-�) W416 AB SF.A LEVEL) ` �7aL@: 12"X20'CONCRETE FOOTING KEYED AND DOWELED �--A OF ly TO FOUNDATION WALL WITH#5 BARS,I8 O.G.,EXTENDING, �• G O T U I T G E NT E R M Drawn B : DGJ - �° °° 48'ABOVE TOP OF FOOTING MINIMUM. Q�� yG T. VARNUM rn H #5 ROAR IN BOTTOM OF FOOTING,TYP. pFEELBFi00lC FOR THE ARTS A Checked: ` < � IJiECHA7JICAL v' ARTS p_2 T1rP 1 GAAf L ?INIIATION DETABIL . soslao "N\� AL P.O. B o x 234T ; V 1 N E Y A R o HAY E N * MA 02568 s 508 683-3344 Project #; 314 GIFFORD STA41T6 FALMOOTN = MA 02540 GOTUtT, GAPE GOID MASSAGHUSETTS 2`� 1' 63 65 • 2 3/4" 20'-3 I/2" 19'-8 I/2" IT-10 1/2" 12'-0 1/2, 6'-8 I " 4'-1 { " 4'-I 1/20 20'-11" 2 5/4" 2X6PJ.51LLPLI2X4P.T.SELF-PL,SEE 5-IOO FOR DETAI- ! 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ST® I6"O 1H • I ( ! I I I ,_ 1 • t , I I ! r I I I I t III •• 2X6 PJ.5lLL PLATE,5EE S-!DO FOR DETAILS - _ - _ _ __ ... .. - _ _ _ ._ . - " " " 2Xb P.T.SILL PL d 2X4 PJ SHELF PL,SEE 5-100 FOR DETAILS " " " " 51LL'PLATE,5EE 5-IDO FOR DETAILS " 2 SA 20-3 1/2 Iq-61/2 I7-10 I 17 4 12-0 1/2 6-8 1/2 4-1 1/2 4 1 1/2 20-I I 2 5/4 I 6 b a R • MARK FIR�J i FLOOR HUTKER & ASSOCIATES FRAMIN& PLAN, RELEASED FOR PERMIT 4.01.02 RELEA ED FOR REVIEW 3.Iq.02 r c h i t e c t s Date: 10-i2-01 f of C O TU I T CENTER M Drawn By: DG.I g T. VAR Um am H PHILB OKMECHANICAL y FOR THE: ARTS A Checked: a No. 30690 1 n c. �1 ZONAL � P.O. 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SI 11 111 IS II to ii II 1 1, 11 11 1• 11 11 •, 11 I1 it t, :I Il 11 11 11 il- 1/ -1t• 1• 11 1: I7 II 1. II 11 11 11 /1 !! It ,• 1/ to Lt Lt Lt I., Lt Lt L1 I., Lt Lt LI Lt L, LI V f.1 Lt ,_, L, U Lt 1•t L t L1 L1 t ,_• t.r {•I Lt LI. Lt Lt Lt Lt i_1 I IJ IJ t. 1_ 1 1 1 t Lt 1 t .I sJ 'J 1 1_ L L+ LI L' t. V L t. L L! V LI 1.! LI 1.1 1.1 MARK SF_GOND FLOOR • � HUTKER 8 ASSOCIATES FRAMINO PLAN RELEASED FOR PERMIT 4.01.02 RELEASED FOR REVIEW 3.Iq.02 r c h i t e c t s Date: 10-12-01 �Zh A of �icy M DG.! o� OOTU I T O NT H Drawn Bq.- .� T. VARNUM �. MN.3O6GAL N FOR THE ARTS A I n e. Checked: SsroNat ��G�� Pro ect #: OI OK P.O. Box 2347 = V i N s Y A 0 o HAVEN • MA 025BB 508 893-3344 j CEO lot)7 314 GIFFoao ST.Umrr6 * FALmou•rK = MA 025140 j 1'Y/ •-. GOTUIT, GAPE GOD MASSAGI'{U5ETT5 a • 1 l _ 1 . 6 65 1 2 S/4" 20'-5 LIT W-81/2" IT-101/2' 12'-01/2" W-8 1/2" 4'-1 in" 4'-I 1/2" 20'-11" 2 5/4" I ' 077 I I r= I f 0 sm Ems, 1 1 EW WIN wag ffm - - - --- --- -•- = = E I + WAM mil, I mamm-mm imW =MIMI mKom mim ZJEAFWJ= E=FA I l Lo NMI al am M. I WASM Asa i 2" 10"RM RAFTS 5®24 :P.O. maxi E W � I I � I ! j �'I � I ! I � ( ( s• - { ! I ( { I2 X100ORM R RA JERc ® I6 O.G. _ s O 1 ! I _ 1 I _ I i I I �• J E I 1.I s I , ! E I I 1 I E Wo EYE WE •I , r �,, I _ t I 2 X F 0 24 O.G. 1 I 2 ROOF �WM 24"O I ; ; I I I f i I �' I 10" F ® "O. ( - - -- � V4" "P M RI I+ �— 5 I/ XIS" I.AM ID 30' OF "O I I ' •! � I I r I � I I � �� f f " I I , — 1 � � � I I i •, i I i O i >n 10" ORM a Ib OL. ! I I M I I II 3 q f E ! I ti 1, , vP I I I I I I muss I t I y -=- �---- F-- -- - wtBX -- - i— - = - - ..a W18 5 I I i 18X £ 2" 10" RAF 24" L. m I I ! I• f— I _.{ t •�- fir. --!_ �•� I i I t 1 i ��•._ I I r_ , 1 I 7 I I f I •� I I I i I I 1 i ! 'T11I11 t I r � ! � I I � I I ! I I 2 9/4 OI-31 " '- " { 1 ■ . I I 1 M I I !, I ! " 1 1 { 2 I2 Iq 8 I/2 I , 1 10 1 t I I 1 -a ! I I ! ! I I 12 I/2r I ! -8 1 1/2 4' I V2 I I ! I I I I 20' I' I /4" 6 I Ei I ! II I I I I 1 E ! I I I ! ,I I, � i •f I � � 1 1 I I I I I� I i I ( E 8 n ' i ( •, F II � ! ;1 f I r I ! ! , t I II !) I' � f I � ! � � �I ( � I I ,j I � � !; •{ { � � JI � I; I it I i I a � I ! I � � I ! t ! !{ it I f I I ,E ! � � I I � I 1► I � i , � .I ( � ,• I E , I I - - - - - -- L__ _� _ IF- t� �>- I .� �� I.I I� { 1 r I.I � MARK ROOF FRAM I N6 PLAN I'IUTKER $, /ASSOCIATES H RELEASED FOR PERMIT 4.01.02 RELEASED FOR REVIEW 3.Iq.02 r c h i t e c t s F99-`t Date: 10-12-01 of C O TU I T �E N TE R M Drawn 59: DGJ �y T- VARNUM H a nn cHARI°CAL y C7fi� THE / :TS A Checked: E No. 3069 i n c. A VINEYARDProject tt: P.O. Box x 234T * * MA 02588 ; $08 883-3344 SSIdNALL WTUIT, GAPE GO© MASSAGHUSETM 314 GIFFOpD ST•UNIT8 * FALMOUTN f MA 02540 ,4 -- -- ._- ---- -- - - -- - - -- - ---- - s f" Lovet" s o `- Pox d. DESIGN DATA F,F,Theater o The Botello House - 0 Floor Retail (Art Display) F.G. 200.0 ©a o \+II ., � p 1183s.f./1000= 1.183x5OgpI000s.f.= 59,2gpd F.G. 201.0 k NQTES nd Artist Studios) / o 2 Floor. Office( � L Water Supply ForThisl.otis Municipal Water. ri 1183s.f./1000=1.183x75gp1000s.t =88.7gpd ° Total Flow Botello House:147.9gpd 198.0 196.0 . .•• x 2 Location of Utilities Shown on This Plan Are Approx. 2000 Gallon , Top El. 197.0 •® LOCU$ is At Least 72 Hours Prior to Any Excavation ForThis Bar"` 196.9 Septic Tank 196.65 Project The ContractorShallYDake The Required Retail(Art Store) BotEl. 194.0 1792s.f./1000=1.792 x 50 gp 1000s.f.= 89.6gpd 196.45 196.2 �lJde.o Notification to Dig Safe(1-800-322-4844) - J4' i$ 'S W #3 The Contractor is Required to Secure ApproQriate Theater190Seats x 3 gp Seaf =570 gpd Bedding as Permits From Town Agencies For Construction Per Title 5 Bot.of Test Hole E1.190 Defined byThis Plan. Total Site= 807.5gpd No Ground Water SeptieTank:80Z5gpdx200%=1615gpd trr:NfBUNlrreallcl„ure6 urPlrre.{B o ' ®• 4 Install Risers as Requiredto Within 12 of uses 2000 Galion septic Tank DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM it„null•hlr l°Ib 1{'ilhlu 5'orthe l/Mler t Finished Grade. Not to Scale Psi inwi.r„rlNesym,e,.. s - LEACHING AREA 0 Cran 5.All Structures Buried Four Feet orMore or Subject. 807.5 gpd/0.74=J092 s.f.Required � � ion t: +� SC to Vehicular Traffic to be H-20 Loading. Sidewall=2(12't70'1 2= 328 s f. 6, Septic System to be Installed in Accordance With Bottom Area: 12'x70 =840 s.f. 310 CMR 15.00 Latest Revision And The Town of 1168s.f.Total Provided Barnstable Board of Health Regulations LOCUS PLAN LEACHING CHAMBER DESIGN Fi""" T. AI 1 Piping to be Sch. 40 PVC. Grade All Piping to be Schdule 40 PVC. 8-500 Scale: 1 =2000' Gal.Leaching Chambers in a 12'x 70'Washed YX a TEST NOLQ EL• zot.ou Stone Field as Shown. Filler - =a inFobrie 'c•mP°c+ee Flu Assessors Map 24 LOArH oMaiAdd ntain 3'I'of Pea Max.FilStone ve=v2" o w°sl°1,• Parcels 22 8i t50 , $R ceAlzeE BAND Septic System Sumary Zoning: RF G to YR /eau :CARSG Total design flow A =p Le ping Setbacks SAND IOYR sir; Botello Hse, Bam, Theater N w;",,"�2•°ai"'' Front 30 ' S71514 GRAY Q Side : 15 SAND r. R\O f% ('I?- some- sit-T 807.5 gpd � 4'-l0• -ro" Rear I5' C LT. YGt_',aw (a aN.COAMSE I I2'-0. I _ 13Z 6AND LO`IR L�H 50MP: CG00LiS )Ground Water Protection Zone: WP S No GraoLAN o w+nrY' System Capacity 864.3 gpd OR DWOOO STAKES tati: sULLIVA,4 eAi 61�1 Ls sttlNc_ CROSS SECTION OF CHAMBER �TR OEA011AN(TYP.) C)^-m ,TUN S Z-4 -LOO-L NOT TO SCALE TREE PIT g 1 ROOT BALL BUCK REINFORCED RtIBB n q. COlult F/F NGUYIMRENOSE(ABOVE FIRST BRANCH)ire District Excess Capacity 56.8 gpd { S 83.35'S0;, E 21161192 CSNB THREE STRANDS OF#to"Me Fnd A TWISTED GALVANIZED STEEL YAK `38J�.26 Project Cotuit Center for the Arts / 200 gu F- -ARI., Location:4404 Falmouth Road,Cotuit r,°'xW HARDWOOD STAKE 140.67, C B Date:December 14,2004 TIGHTTESTAKES s SH� i t Board of Health 330 Rule Map:024 Parcels:014,022 81150 TREE SHALL BE SET PLUMB. P�op05�4 2L>a' AFTER SETTLEMENT ovERPL.ow^'sT'�ucr�REp Lot Area=2.79 Acres ROOTBALL SHALL BE SET r ,ZO JP4 dABOVE THE ESTABJSHLU a - --. .. • -.:.. l 4^ _._...: ->_._._.._._.,...._. -.-. al -. 41 R1l:a P.:1LVr�+F,i�FInLA •.._....._ 1 g - ........ 4✓;.,uE - ._ , � - \ �..�1 '_. •-_...-" �S�P ._ Y 3 -PINE BARK MULCN, °O NOT PUCE MULCH f ^ \ O "Design Flow WITHIN 3'OF TRUNK. Th Botello House: LJL N Is7Floor:1183sfx50[1000= 59.2 gpd ' ,- SLOPE TO FORM r HIGH SAUCER. 2ndFtoor: 1183sf x75/1000= 88.7 gpd i N n Theater: 190 seats a 3gpseat 570 gpd yPl \ UP J Barn: 1792sJ.x50/I000 89.6 gpd PLANT BADLFILL MIXTURE. t \ n { / Savinelli House: UNTIE ji moor BURLAP 1476s.f.x75/1000= 110.7 gpd s ��j����, F M 1/3 O ROOT is USED, ' / \ THE 0 - �Qo Q.L.. 918.2 gpd Total ts' REMOVE COMPLETELY. Q b $ slc� ' yTON Conclusion Lot Complies With 330 Rule EmsnNG SueCPW_OR EX{ST. \N F p P 0 t,RR. \ cTc." P _r.NI { L.I-I N Cr / -Q ` ,I IGD'�Pp.:c)UNo tY VARIES 12" TOPSOIL MOUND COYPACIED 40 5A\/\p11✓LLI RD, n' \ \ -t-L41T,MAb5, o Q ---� ° a - \ TREE PLANTING DETAIL Ld D 1 \ \Ou\N A�yyC\N Not to Scale I TO %117t, S.F. LIVINb 1 FE I s _ t Note 6 New Trees Required �� 1 qvIIy�L`I RDA Assess R R Z \ Tree Cakt:utation 44 Parking Spaces= 5:5 EKi a m - 1 i I Tree/8 Spaces k� POST LOT �RIv�1N�Y MiN NAAL LIGHTSLNG # • r ' t LOCATION OF Dw�t..1-\N�"�•P(�, I P FrypM T.O.t3. G15 t - ) Z`{TES@ 00 tE� ➢ Z �, n� PAYED ARL'_A I tq'W1Dws STotaLz gg \ L (h " �• p'a Q l ---- PAR\<1NG SPACr- -3' MIN. uHpp�T{ON OF•CAPE Goo 1 - \, L ' .> - o a �� I - - �/r GOM1.auNIT1/ Fo , m aLOP -w" \/14"PrR F'ooT 2'MIH.- 1 51=� BOO1< 15?s 9 pAG t '1 p.T1O4 Foi> PC�oPSRT•Y .L-►AIL= INFORM j y \ To Z s}.'"• n� +1..- 2-D•Rom' to T R a -rAl-�tz ` . gEE BOOK z-Ta PIGE TtO. \ \S AWN' ,LDS NT SECTION A-A u 24 n rs NO >�� Not to Scale •//�� Assessors Map 14 N - NOTE: SYMBOL SHALL BE CENTERED Lot Area + � . �,--=`".. l / T IN THE PARKING STALL 44,867 s.f.- t 3 - ' I.03 Ac+) °a 4 I HANDICAPPED PARKING STALL SYMBOL S 0 \\ __a ., T. qc 1 ��p Not to Scale Sao '�� ' ' i iy t Oq a -10 c Q o I 1 , �'[ y� 0 w`0 x 0 ig HC f z y o 'e4• ti( Nj I fl x I N C rA '70 o i ._\` 2yI t o j ? N N Z¢17 orRDti� +� LA �� I I ° V L 0 9-1 HG t ° 1 Z I' i N fl`• ---pt=EP eowl_ L51 r 'ice ➢ (q cab I ~ 1 V `C i ASOL-IT-E L{GH-C11YC'__. - m 1 3'X 9 S, 5 .i N 0 ANC �' PROP ' N 1 Las C�/ / ! P'v� R�T r�z'u� o Fnd Ir CB/DH `�, i C B 1 '� y I 137.68' Fnd Hit I nd iff w CB/G ,a'MAX UP $ 86'43'�3 FnL l - f` p - \ T_ 05z;, '' •T e- t� 1. THE MAKIMUM ALLOWABLE ROUTE(SIDEWALX)AND CURB RAMP PROoo,_/ SAS lv i bXb CEDAR FOS CROSS SLOPES SHALL BE,.57G =r qc{0 G Z 2 THE MA%IINM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE Assessors Map 24 �� 11 P 131)1t DIN \�� " ' 'A tl THE MNNG CURB RAMPS SHALL BE Si y 8 X8 X✓G G^RANITE`P05T a THE YASMUM ALLOWABLE ROPE OF ACCESSIBLE ROUTE CURB Par 22* 01 � I ' ��., I ; BASE, WITH DOWCL INTO RAMPS SHALL BE BS \ `t O 4. A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY 150 - LV N CEDAR LAMP O5T PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E•HYDRANTS, UTIUTY POLES.TREE WELLS,SIGNS ETC.) Lot Area •p C) S CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE 76,869 S.f.± I n I 0. BASE OF RAMP SHALL BE GRADED 10 PREVENT PaNDINc (1.76Ac±) 1 '\fit N'. �➢ \ -- I ACCESSIBLE CURB RAMP Z n \ 0 tt° d \ TL Not to Scale #. „� ` 3 / n coo / = �4 _ .O� a 2 1 Yt• BITUMINOUS SURFACE COURSE n 1 W BITUMINOUS BINDER COURSE q�� .�"� (11Q cr III IILI _LIT,�1 h\ IIY1_111)a L11=11IL?- . - /,- :•co•o �� ' o o LOT LIGHTING .peQ• ° eD° ° 12" GRAVEL BASE COURSE -1 m Not to Scale °°e o.e) 0, . :o e o 0 ova • ° o 0 pA 1, • C ' `hl� N0 P y I , 0 11 \ F Q v COMPACTED SUBGRADE o s I fi a �� N tt \; i 0 \ o mI Quo � PAVEMENT DETAIL 1 m 1• a �, ; ° P� o�G Not to Scale N ,n , f1 o \\\ N L ?�' ► - I 1 \ 1 ry P ' O�Acr Q�o10aCor' P , Co CC✓ef i, 1 E-20 1' `� Y`i• - ct' // Fi { 24' oRlvtzwAY y--�.. ' e� d\� \ o O`t �r�GA 1 xtvSTA_L PCP Uw04R N 5� "\C 1 Y n� -pR1\lGWAY \2�1 ` � �� /�,`` �I Y Q. �J� P�09 • ' [. 9 Drive zee %, c \ t .f Existing CATC4 BASIN G-112 Sty w� TRAP3�4'-1 004BLff WASHED 111 \ STOME--I ALLARCUNO Dwelling 13 4' 1.D.CATCH OAsIN5 -fe00 CrAL. L_'AGNIN6 4404 N-ZO LOADING PIT: F-1-20 LOADLNG t \. ;;�\ , 'Z3 C° - 1 \ \, , Project: Cotuit Center for the Arts 1 4404 Falmouth Road,Cotuit TYPICAL DRAINAGE PROFILE _ 1 _ � 1i ` 4. � '"a�i�� Map 24 Parcel 22& 150 Not to Scale CATCH BAST V FciAME tGRA-TE _ N \\M �\9 Parking Summary //., G3AnO,v MOD6.L LF 2ti5-2, N LGMTT ,� O sf Existing=Z,000J1 _ \ 2{ ,�� // S Parking Spaces Required for Assumed Commercial Space=I per 300 sf plus 1 per Enterprise R=200.2'6,.f I AA-PI:L07FGTIO N (Education Use has no specific category so assume Commerciale) \ L Leto \0� TheaOterO 90 s seats, 190/3= 64 spaces paces required ed 12'' 4I D P c vl�t cPadanoP\ Spaces provided=: l0H.C.= p// �e �d �j1 po 5t4HC 109 spaces T° LGAGH PlT c>_ nENT Moc3TAR (for Pump) e t�\t�P�G� ��9 ALL ARouL�Lo Excess Spaces = 32 MHB J - - -� Drive 5��, Zoning District RF 30/15/15 ev / Q Lot Area--1.76 Act 1.03 Ac = 2.79 Ac \POA �t>10_ �� ��� Parking Count Summary,July 6,2004 Groundwater Overlay District WP Flood District C P 9 °1 Original Approval a><` spaces There are no wetlands within 100 feet of the site. 12"d u Dcc �CJ, Proposed Structured Layout Additional Spaces 27 Town Water Provided to the Site IkQ• Proposed unstructured Layout All existing roof run-off is presently recharged to drywells. CATCH BASIN TRAP _ Additional Spaces 38 Not to state 'TOTAL Spaces 109 Areas: Total - 76,869sf+44,867 sf = 121,736sf. .r O Pervious - 6,840sf 5.6% Impervious 35,691 sf 29.30/0 Natural = 79,205sf 65.1% PLAN VIEW Scale:ILL=30' NOTE: NOTE, �5 1) No proposed change in the present runoff regime. The intent Of this drawing is t0 Secure 12�• All of the runoff is to be recharged. Site Plan Review approval Only. 2) Septic system to comply with all Board of Health ' It is not to be used for construction. '�� L� requirements The drawing is Only valid with an 101101 original stamp and signature Attorney : Bernard Kilroy Esq. ' f 67 School Street, 9 FBd H Scope of Work Hyannis MA 02601 1)The topographic information shown MHB • Convert existing dwelling into area for art classes, art gallery, and associated 508-771-6900 hereon was obtained by conventional Fnd office space. survey methods. • Remove existing 400sf(1bfull 'x'?5')wood frame building. Engineer: Peter Sullivan PE 2)The property information shown hereon Sullivan Engineering Inc. was complied from available record • Remove 672sf of existing storage building. Building to remain as cold storage. p0 Box 659,7 Parker Road information and does not represent an • Construct a 52'x124' drama school/theater building Osterville,MA 02655 actual on the ground survey. 508-428-3344 3)The datum used is approximate PREPARED 13K PREPARED FOR: Notes/Revision Title: Added Septic System Sumar Jan. 21 2005 SITE PLAN C � G .`? ���ull Center -Q�, T .�v AS Added Septic System Details Dec. 14, 2004 0 Sullivan E�.�-lineersing, Inc. l(v�.Sp JLr 11V/I Tl•T 1 Modify Parking July 7, 2004 PROPOSED SITE IMPROVEMENTSPo al�x sss 7 Parker '4JOC/ As-Built Building Exterior Lighting a - tD osrerville MA '� 6ss C/o Bernard Kilroy Esq. 4404 FALMOUTH ROAD Osterville,-MA 02655 - Revised Geometryof8stoneParkingspaces Mar. e, 2004 COTUIT, MASS, (508)428-3344 t5C8)428-3115 fax (508)420-3994 (508)420 ° ti1 fax 67 School Street Hyannis Revised Parking Layout Oec.18 2003 ' ullPEAiol.com capes lr ,:�cp yet Added 12/13/01 Site Plan Review Comments Dec. 13, 2001 .,, Add 52'x 124'Drama School/ Theater Sept. 17,2001 30 0 YS 30 60 1:'_o Field: Draft: Building 8t Revised Parking Add ' April 17 200 Scale: - - _ =_ _ Comp.: Revision Add Site PIan,Re�Re-dew Comments Date: Nov.07,2000 1 1_ Date: Review: September 30 '2000 As Shown -�^ - ---.._� Septe Prod Drawing # C452g1 / 2 c)oc.,q T - 1 NOTES F.F Theater - ^s P e1 d. El. DESIGN DESIGN 201.00 I.Wbter Supply ForThis Lot is Municipal Water. F.G. 200.0 - F,G. 201.0 f 'e Wood Frame Building:2800 s.f. +' • 2 Location of Utilities Shown on This Plan Are Approx. Retail: 2800 s.f./1000 s.f.=2.8 x "' • °O ► ° '= 00 At Least 72 Hours Prior to Any Excavation For This 50 g.p 1000 s.f. = 140 g.p.d. - Y o. Project The ContractorShall Make The Required _ 196.0 ® p: �.� • a Notification to Di Safe(1-800-322-4844) Theater, 100 Seats x 3 g.p.Seat- 198.0 g To El. 197.0 ° ft 300 g.p.d. 2000 Gallon J P 3 The Contractor is Required to Secure Appropriate Total Site: 440 g.p.d. 196.9 Septic Tank 196.65 Bot.El. 194.0 . i Permits From Town Agencies For Construction ' Septic Tank:440 ° 9 P g.p.d. x 200/o=880g.p.d. 196.45 196.2 Defined by This Plan. Use a 20.00 Gallon Septic Tank 4' DVS i Bedding as Bot.of Test Hole El.190.0 '• •,.� 4. Install Risers as Required to Within 12 of LEACHING AREA Per Title 5'' No Ground Water :• tr Finished Grade. 440g.p.d./0.74 g.p.s.f_=596 s.t Required 5.All Structures Buried Four Feet or More or Subject' Sidewal I: 2(12+70 )2= 328 s.f. If Encountered Ren,u.e&Replace AN to Vehicular Traffic tobe H-20 Loading. Bottom Area: 12'x70 = 840 s.f. DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Iltuult.bleS.Ih Within 5•urtheOuter *,• ,. ; Perlmelrr or the lyslrur. fa Septic System to be Installed in Accordance With 1168 s.f. Tota I Provided • Not to Scale • �,• o 310 CMR 15.00 Latest Revision And The Town of • ' Barnstable Board of Health Regulations LEACHING CHAMBER DESIGN Finkle •: '• '.�� b! . All Piping trod. 7. All Piping to beSch.40 PVC. P g "a be Schedule 40 PVC. 8,- •� • p , 500 Gal. Leaching Chambers In a 12'x70 0 Filter . . : ,.-•' ,�.. '. Washed Stone Field as Shown. Add Approx.l`of Pea Stone FaW �—Compacted Fill to Maintain Max.FiII. ve=1/z" Poo Slone LOCUS PLAN. • L�aehln0 , • a Chamber 3/4"-1 I/Z"Ooubl. Scale' ire_200dWashed i Assessors Map 24- ,Z_a• I Parcels 22 a 150 Zoning:. RF CROSS SECTION OF CHAMBER Setbacks: No7 7o SCAL[ - r - - '• - Front: 30 ' Side - 15 Rear= 15' Project cotuit Corner for the Arts Ground-Water Protection Zone: W P Location:4404 Falmouth Road,Cotuit - Date: June 10,2002 Cofult �rQ , S 83'35, 2116 District Board of Health 330 Rule a T Es,r Igo -M F.t_. 201.oc) 50 E CSC /192 Map:024 Parcels:014,022&150 0 L.OAM nd `�85.26' Lot Area=2.79 Acres E OQ N COARSE 9AN O 200 R W _ 140 67� Cd 330 Rule Allowable Flow: 921 gpd 2y Qt 12 R RSC ST'RON 6 ry COA /G Design Flow S SAND IO YR S = 1 - -_- Wood Frame Building T ca RN 1S W Gft AY T=1 N L - - 2,Fiah5Fx5uliv00_,iSz&ci "7O LT.`"YEti raN's3n1v: cvAraB x 0.79 Theater 100 seats 3/seat=300 gpd C SAND 1 o Y IZ f,/N S O M I. coo eL e S 1500 sf 50 gpd/1000 sf(retail)=75 gpd (40 Savinelli Road-Proposed) 13 7- 515 gpd ego Grzout.l r� gpd OAIM 3'uN E Z164 GZ UO Z 1 NG Total Excess 406 vk e,A5\"N?%r Conclusion Lot Complies With 330 Rule Lot Area \ I cA�`',,�.��' hC+ `Orr N6 76,869 s.f.- (I.76 Act) / t i.a 1 / \\ •,$ �( POST LoT LIGHT-INC.• MINIMA, Lt6HTs a 01 RICTsQ DOW N CTY P) VA art - \ \\\\ t Q 6 t�1T f O tpAQ air �` •� e -��� d� 1 • s ,I^ c Z� ' AQ 10 ,f s 0 - __ �, I"'� $l: f: �Y 5�' GONG• _�'_: r A t�+ _ '`i t ovf a � Fnd cg�pk Feed nd Hit S 86'43'�3 ► o • KtN4 \ .' '. ` � RoP. �VIFV�R ' Z �t�OtN� o► \z \ ` •' :� t t \ to CJ is 0 r Ir vlt CIS - % �� 1»* aaQ 4 1q�i • a� Q p �' • a •off s � o a•• 0 , Pis 06or . ------ cfl -\ air 1�-` S -•� ' ► cr0� � 10 Mo�� �a gM 201.1~ / ' 04' . P ND taGtGSy 1 tl� Q r -► eyC�p�c o is CA e . \ Existln 04%, z`f 2--112 Sty iY/>` t \ , � O n y Project:Cotuit Center for the Arts 4, 4404 Falmouth Road,Cotuit \► ,`Z ►Z Map 24 Parcel 22&150 Parking Summary �0 8 Existing=2,800sf - ti •�'` � � 5 k?arling Spaces Required for Assumed Commercial Space=l per 300 sf plus 1 per Enterprise ' R=200.2 ion (Education Use has no specific category so assume Commercial) R t0� 2,800/300=10+3= 13 spaces required �` �` l ` 06' �Ze Theater 100seats, 100/3= 33spaces 0�_Puma) 4 ; •� `�' �g3� Spaces provided=39+3 IL C. 42 spaces �ndt 1 �- ¢' c�► l VHS Uses are not concurrent therefore parking is adequate DhW L 4- r� Fnd oP,L v , Zoning District RF 30/15/15 Lot Area=1.76 Ac PQ.♦,`' 9 25 Q Groundwater Overlay District WP Flood District C i � ��. •_ -_ , _ _ - - „ . -Thert:are no wetlands w�.th:n 200 art of the stc• ,. Ac � Town Water Provided to the Site u All existing roof run-off is presently recharged to drywells. `✓ Areas: Total = 76,869sf Pervious _ 6,327sf 9.0 0% lv1' Impervious = 25,945sf 34.0 % Natural = 44,597sf % PLAN VIEW '- ss o ._ Scale:I"=30' NOTE: NOTE. 1) No proposed change in the present runoff regime. The intent of this drawing is to secure - 12 All of the runoff is to be recharged. Site Plan Review approval only. 2) Septic system to comply with all Board of Health It is not to be used for construction. r: requirements y The drawing is only valid with an original stamp and signature Attorney: Bernard Kilroy Esq. ce H 67 School Street, MHe Fnd Scope of Work - Hyannis MA 02601 1)The topographic information shown Fnd Convert existing d velling into area for art classes, art gallery, and associated 508-771-6900 hereon was obtained by conventional office space. survey methods. • Remove existln�, lu=,f(16'x25')wood frame building. Engineer: Peter Sullivan PE 2)The property information shown hereon Sullivan Engineering Inc. was complied from available record • Remove 672sf of °sting'storage building;. Building to remain as cold storage. p PO Box 659,7 Parker Road information and does not represent an Q • Construct a 52'X `,1' drama schooU theater building with 100 seat capacity for Osterviil MA 0 (� exhibition,of cla, plays. e, 2655 actual on the ground survey: - 508-428-3344 3)The datum used is approximate 77tle: 4PREPARED BY: PREPARED FOR: Note s on. -� SITE PLAN Sullivan Engineering, Inc. - �aa : A� Cotuit Cn 1° For The Arts $ PROPOSED SITE IMPROVEMENTS t Po Box 659 7.F:; -r Rood1 4404 FALMOUTH ROAD Osterville, MA 02655 0stervlllf: ? 02655 e% Bernard .K�lroy ESt . C OT U I T MASS. t (508)428-3344 (508)428-3115 fax (W8)420--3994 (504+ �/ jj�� j� 0 t t 3995 Fox / School , Hyannis PSullPEOcol.com capesut ;'`3cod.r.et Q � . p e Increased Square Footage of Leaching Area June 24,2002 {{f •-------- --- - Add 52'x 124e Drama School/Theater 0 15 30 60 1 Field: Sept. 200t ^, 1::t �t ,/f: Building 8 Revise4 Parkin ' Date: I Scale F - -� n Add 40e x 50e Addition April 17 200. -Y _ e September 30,'2000 As Shown _ Camp.. tR6vlew: Revision Add Plan Date:Nay.07,2000 _-� Re ' ion A Site Review Comments I Prot I Ora wing I C452g 1 - --- --- F,F.Theater NOTES El.201.00 is DESIGN DESIGN F.G.200.0 F.G _ I.VII mW Supply ForThis Lot is Municipal Water. .20{ 0 . Wood Frame Building:2800 sf. c ';,�°C� 2 Location of Utilities Shown on This Plan Are Approx. Retail; 2800 s.f./1000 s.f.=2.8 x •�, At Least 72 Hours Prior to Any Excavation For This 50 g.p 1000 s-f. = 140 g.p.d. Project The Contractor Shall Make The Required Theater: 100 Seats x 3 g.p.Seat= 198.0 196.0 Notification to Dig Safe(1-800-322-4844) 300 g.p.d. 2000 Gallon e Top E1. 197.0 ° a The Contractor is Required to Secure Appropriate Total Site 440 g.p.d. 196.9 Septic Tank 196.65 Bot.EI. 194.0 •--:� ;rr;rr. Permits From Town Agencies For Construction ' Septic Tank:440g•p.d.x200%=880g.pd. 196.45 196.2_ Defined byThis Plan. Use a 2000 Gallon Septic Tank Bedding as Bot.of Test Hole 4k Install Risers as Required to Within d'of i LEACHING AREA Per Title 5 No Ground Water Finished Grade. 440g.p.d./0.74 g.p.s.f.=596 s.t Required ; ,- Ir F.ncuaulerrd Rrnwcr 6 Ra•plere\N 5.All Structures Buried Four Feet or More orSubject' Sidewal1: 202'+70 )2= 328s.f. DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 11r.uit"bleSolls 1h1u5'of•heUuter •; .�' .� ��- 4 fPea D S. . hneter or the S skein. 70 - 8 - Bottom Areas 12 XY 20 di to Vehicular Traffic Lobe.H Loading. 9 ' CL Septic System to be Installed in Accordance With 1168 s.f. Total Provided Not t Scale ��•' o 310 CMR 15.00 Latest Revision And The Town of ! Finish Barnstable Board of Health Regulations LEACHING CHAMBER DESIGN Grade 7. All Piping to be Sch,40 PVC. All Piping to be Schedule 40 PVC. Use 8; a , 500 Gal. Leaching Chambers in a 12 x7O Filter Washed Stone Field as Shown. , -m M Fabric Compacted Fill _ Add Approx.,l of Pea Stone to Maintain 3 Max.Fill. -7 Pea stone LOCUS PLAN Leaching Scale' 1"=2000' v Chamber 3/4"-II/2"Double a Washed Assessors Map 24 Parcels 22 8k 150 Zoning: RF CROSS SECTION OF CHAMBER Setbacks*- NOT TO SCALE Front 30' S ids = 15' Rear: 15' Project Cotuit center for the Arts Ground Water Protection Zone: W P Location:4404 Falmouth Road,Cotuit Date: June 10,2002 Board of Health 330 Rule -rssr NO L_G EL. 201.0 V Cotui N� t ire Dlst�/ct S 83'35'SO 21161192 Map:024 Parcels:014,022&150 a LOAM E CSfF d , Lot Area=2.79 Acres L O J85.26 E oaY�t csi s c gAN O 200 - 330 Rule Allowable Flow: 921 gpd 2y (;S/B 5TRON, Ia R N COAR5 t= t w -F�Id r dl 5AN0 10 YR 6/(. (A Design�1 DesignFloW S7 LT• ciRN'isl-I GRAY FINI_ . Wood Frame Building r SAND \OYR G/2 S01,A . SILT 2,800 sf x 50/1000=140 gpd 5 "i - - _ "�'4 Theater 100 seats 3/seat=300 1 IA 3 . � t �rt1 sf ev 50 gpd/1000 sf(retail)=7�9pd (40 Savinelli Road-PrcpoSe 515 gpd No aao"Nl o wATE+•(Z SULLi%/AN ErIGiNEERING- \ IS9 Total Excess 406 gpd DA-1"E'. ,3'LiN,� "2:L1 Z002 \ „ \ A)�p S, 'A Conclusion P,T Conclusion Lot Complies With 330 Rule Lot Area _ ► cAo� �'�,�u,+o .. 76,869 s.f.- (1.76Ac-) \ /\ r p vNo- ! ARC a \-',POST LOT LiGHT4N6. MINIMAL LVG41TS \�-1 ma` , / / ///ye C13 (A � ((C 71 - r7n I1 _ gTo • , P n I 0" / 1 � 1 O 6 v _ or i Q ! �'c . 3 , I ~ `r 4 y � � �� r� l't• f. ,3 Y 58 CCNC� _4S'." �A fTs • b Rap. .NN\,4� I O `' f. ovt�QH t+ Fnd pr► s 48d137.68' Fnd Hlt � y 5 A9103'190 l $. 86'43 W n r t \ r s P''- �_. `�yP•1 Z pt y x �� • 29 i� Pea a n 0 9 _ it AID I G P .� 1.�N O o r It 6 - 70 IA It t .(�. Q.O J oILD ��x s 1. s t a'r• ,r�,�ya 9g'I i let& N� gEpt,G 1 Corr ! ? \ o�j �w4r oil o--Tot. • , ; �` �Qa`�o�Go e Z 4 CA r e, abror t, Z; yin Q _ 1 Ortm z' �, �•; S as t r 4' Existing t to z� 2-112"Sty W/F' t r- - cra�� DweJllnq � _ 1 �� - t � �e44a4 •. FF- o0 • Project:Cotuit Center for the Arts • 't ,Z , I 4404 Falmouth Road,Cotuit r Map 24 Parcel 22&150 Lawn •,,ter° ��9r Parking Summary 0 8- Existing=2,800sf r e 5� Parking Spaces Required for Assumed Commercial Space=l per 300 sf plus 1 per Enterprise =200.2 0� (Education Use has no specific category so assume Commercial) \ c' (6 2,800/300=10+3= 13 spaces required Cone 0b Pske Theater 100seats, 100/3= 33spaces r Pee �� g1% - (nor Pump) + ; Spaces provided-39+3 H C.- 42 spaces ,� ,`gyp, G h MHB Uses are not concurrent therefore parking is adequate Pa P nit `� �.R6p Fnd 1 GP„Z Zoning District RF 30/15/15 1 ao�,t10 .t1 Lot Area=1.76 Ac I _o*__ _ _ f1 _ 5 9�' �' :.. �__ _ . - '=G�°oundwater Overla}r'I3istri WY" �- p. / Flood District C •. 5 = There'are no wetlands within 100 feet of the site. Town Water Provided to the Site All existing roof run-off is presently recharged to drywells. O0 Areas: Total = 76,869sf Pervious = 6,327sf 8.0 % Impervious = 25,945sf 34.0 °/. Natural = 44,597sf 58.0 % PLAN VIEW _ _ - _ . - - Scale:1"=30' NOTE: NOTE - 1 Ark _ 1) No proposed change in the present runoff regime. . The intent of this drawing is to secure 12 All of the runoff is to be recharged. Site Plan Review approval only. 2) Septic system to comply with all Board of Health It is not to be used for construction. _ requirements The drawing is only valid with an ----- original stamp and signature Attorney : Bernard Kilroy Esq. g 67 School Street, ce/bH i Hyannis MA 02601 1)The topographic information shown• Fnd Scope of Work 508-771-6900 hereon was obtained by conventional f MHB a Convert existing drv;,Ding into area for art classes, art gallery, and associated Fnd office space. survey methods. Engineer: `Pater Sullivan PE 2)The property information shown hereon • Remove existing 4'?I;�f(16'x25')wood frame building- Sullivan Engineering Inc. was complied from available record • Remove 672sf of n.Y:r ting storage building. Building to remain as cold storage. Pik Box 659,7 Parker Road information and does not represent an • Construct a 52'x 1 drama school/theater building with 100 seat capacity for Q �,' g p Oterville, MA 02655 actual on the ground survey. O exhibition ofclass'� days. _ 508-428-3344 3)The datum used is approximate 71t1e: PREPARED BY- PREPARED FOR: i Not sir PM- SULLIVAN SITE PLAN Sullivan En gJacerin Inc. Ciao � '`� ' Cotu t Venter For The Arts g� p PROPOSED SITE IMPROVEMENTS PO Box 65•.? 7 Pa.:` Rood 4404 FALMOUTH ROAD Osterville, & 02655 Ostervitle ; {26ss C/o Bernard Kilroy Esq. O v ( '^3-3115 fax (508)410-3994 (,,0E). c. hrx / �,! s �. 508 428-3344 ` ' COTUIT MASS. � � �soOl Street, S P. ',!PL7°2ol.com capesurvS. i Increased Square Footage of Leaching Area June 24,2002 .8 id 52`x 124'Drama School/ Theater ,Z001 r r Building 5 Rleyisad Parki. Sept.17 ` 30 0 1. 30 60 120 Feld: Draft: 1 - Add 40' x 50' Addition Aprll Ill y200 t Date: Scales - - -_- - Com Date:Nov.07,2000 -= P•= Review: Revision Add Site Plan Rtview Comments September 30;2000 As Shown = - E ` ? Prol I Drawing ,$`. C452gI i 2 00 0 14 --- - _ Love! a ° Pox d. 38 DESIGN DATA F F.Theater The Botello House. El.201.00 a _ _ 1st Floor Retail (Art Display) F.G. 200.0 s po 1183s.t./1000= 1.183x50gpI000s.f.= 59.2gpd F.G. 201.0 NOTES 2^d Floor. Office(Artist Studios) C I.Water Su I ForThis Lot is Munici al Water. 1183s.f./1000=1.183 x 75 gp 1000 s.t =88.7gpdri n ' PPY P 192.0 196.0 Total Flow Botello House: t47.9 gpd . . 2 Location of Utilities Shown on This Plan Are Approx. 2000Gallon Top El. 197.0 tACUs At Least 72 Hours Prior to Any Excavation ForThis Barnl 196.9 Septic Tank 196:65 - ;, ® •,�� Project The ContractorShall Make The Required Retail(Art Slore) Bot.EL 194.0 m Notification to Dig Safe(1-800-322-4844) 1792s.f./1000=1.792 x 50 gp 100os.f.= 89.6gpd 196.45 196.2 � + 3.The Contractor is Required to Secure Appropriate Theater Bedding as 4T • ,41` 4 . 190Secits x 3 gp Seat =570 gpd Bot.of Test Hole E1.190.0 Permits From Town Agencies For Construcilotl Per Tiile 5 ' Defined byThisPlan. Total Site= 80ZSgpd o No Ground Water ' -; n . 4' .A 4 ° \ 4. Re wired o Wi hi 12 Se tic Tank:807.5 d x 200 /0-1615 d Install Risers as t t n "of P gD 9P lfr:Nro,INtrrra urN, cr 6 q useo2000Ganon Septic Tank DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM lhuulLLle X°Ila\1'ithlu 5'of thr Itulrr s • Finished Grade. LEACHING AREA Not to Scale rrM lR,rlrr ar tllr systr,l,. 5.All Structures Bdried Four Feet or More or Subject 807.5 gpd/0.74=1092 s.f.Required 0 ; , ina. cr'" to Vehicular Traffic lobe H-20 Loading. Sidewatl:2(12't70112= 328sf. �oD ` & 6. Septic System to be Installed in Accordance With Bottom Area: 12 x 70 =840 s.f. 310 CMR 15.00 Latest Revision And The Town of 1168 s.f.Total Provided Barnstable Board of Health Regulations 7. All Piping to beSch. 40 PVC. LEACHING CHAMBER DESIGN credFinish LOCUS PLAN All Piping to be Schdule 40 PVC.Use,8-500 cRad. Gal.Leaching Chambers in a 12'x 70 Washed $Cale I��=2000t TE=sT IEOL¢ L'L- 2ol.ov er Stone Field as Shown. m F bric `'- a p •Hn in PohriaComp°d,d FIII _ Assessors Ma 24 Add 0 0 LoA.ly\ oMaintain 3IMax.Fi1'of Pea Stone I/B=vz" Parcels 22 81150 °+ E BRN �CAT7DE 9ANC Septic System Sumary r.a slaH. I 2y. to ra s/9 Zoning: R F Total desi n flow Setbacks: 5TRON6 BRN COARSE g L.achlnq 57, 13, SAND toYR s7� Front 30l Botello Hse, Bam, Theater p N Chamber Was-I I/2�O NbI• LT. IZSZW151d r nAY T=1NL: 807.5 R Wa,h.d Side 15 1 $AND \OYR G/L 801.ne. St\-T 91� I 4-t0 I , YGL',DF. BAN.COAr1SE I_ 12,-0" I 6AND IOYR 6/'/ SOME C000LLS Rear 15 1 a z Ground Water Protection Zone: W P V+o I:rLou1.I wATcri System Capacity 864.3 gpd CROSS SECTION OF CHAMBER //�"OR ARD`�00°�""� PSY: SULLIVAN tc TI GIN EGRIN� / OEADMAN( -) . OAT£•• ,TUN S '2-4 r ZOO'2.. _ NOT T°SCALE. TREE PIT ROOT BALL n//f' OILY MIRE BLACK RONFORCtD IRLAN" CofU%t Fire HOSE(ABOVE NtST BRANGN) � DistNct Excess Capacity 56.8 gpd 1 S 83'35'50'' E Csrv6 21161192 Fnd ELAN THREE STRANDS OF 110 GAUGE 385.2(j Project:Cotuit Center for the Arts TWISTED GALVANIZED STEEL WIRE ' 200 �' Location:4404 Falmouth Road,Cotuit r.2 r HARDWOOD HAKE C B Date:December 14 2004 (x STAKES PER TRE� T 140.67 ���d ncNTEN As sHoW.i l I Board of Health 330 Rule N g4` Map:024 Parcels:014,022&150 TREE SHALL BE_ _ - , ,� - 1W AFTER SETTlEIIENT RW4 ,. OVERFL w ^T I21a Rt p -�"yam Lot Area=2.79 Acres ere CO F4C r=r _:. , �` -.' _ _ .. RCOTBALL SHALL BE SET 2' \>`'i•JC 90. -� _ _ �� -.. VE-THE ESTABLISHED 1T - 330 Rule AAowable Flow: 921 91xi ISHED CRADc _ 7'PINE BARK utXM \ �1 Design Flow DO NOT Pua WuEOH 0 The�Botello House: WITHIN r OF TRUNK. Is Floor:1183sf x50�1000= 59.2 gpd ' �- soPE To FDRu woH sAUEnE \ ➢ __,J �, 2ndFloor: 1183sf x7 /1000 86.7gpd Theater• 190seats a 3gp seat= 570 gpd 'UP / \ Barn: 1792 s.f.x 50/1060 = 89.6 gpd Pw,T BAEKFU UIMRE. M 1� Sovinelli House: 1476 s.f.x 75/1000= 110.7 d FRTIE AND ROLL OT BALL BURLAP '� G,y1_ E3 P !• � � IIFF SYNTHHETIOM 1/3 C WRAP USED. k Et1 918.2 gpd Total ,a REMOVE COMPLETELY. Ex\s r• ��F a P 13 i CPzvc- ' r�>�sv-MI `, �To Conclusion Lot Complies 1M1rith 330 Rule CKIST,NG SUSS ADr:oR pW Ct_l 114 / N Q ', V gP•�u PDUtdD TY VARIES 1z Tat>saa MOUND COMPACTED H O SAV INE>_t 1 RO, 0 \\ \ Is 0 CoT4\T;MAS,5, / �,p a TREE PLANTING DETAIL Al! To Iti7r, s.G. LtvlNo- F �, 1 \0 FED Not to Scale SA\. 4 t � Note: 6 New Trees Required If4Z AR CA. PER 1 Z \ �LI Rai Ass�sso2 Z Tree Calculation • 44 Parking Spaces = 5.5 / E'rls7 p a _ m ' 1 Tree/8 Spaces Ay�D Opt vt; POST LOT �.Ir_WTING, �Q�/ l//// \ • '•.AINIM4L LIGHTS-10 _ . �� ➢ x - -_,�, \ DI R^E CTxD DO\A/N �TYP) 41 �H3-olz\vim-w►.y � �,•)1 - > - " 1 �, 1 Q I __--- LOCATION OF p\/�/�t_1-\N ROM T.O.Ci. C'I TEStaB- � �\� ➢ I �� ZO PACED AREA _-il� 19' WIDe SroN� 0'J -- PARKING SPACCg p UNpF\-r\ON OF CAPE GoD ` I \ , - _ -3' MIN. hIF OOI, E5'Stq PAGE 1O2 ' } x ya I SuoP= \/ylHPcra Fool z-MIN.- -��o. Fol1 PoPcRry .�INL- 1N FoRM AT\O__�� '� \ ���JJ/ ". \ zo Z \ SEE. BOOK zzz3 p�G E. "0. N J �\g,E Tra NS-rPtl, � % SECTION A-A 2_D-Rf (mil-I�P�Pip zt' r F �• ` Assessors Map 24 Not to Scale Parcel 14 Lot Ar•7ea I NOI SYMBOL SHALL BE CENTERED . M•}4T 86/ s.f•± _ IN THE PARKING STALL i - t f (1.03 Act) Qo HANDICAPPED PARKING STALL SYMBOL < o o Not to Scale ' (` a t I I L� �� r t 13 ➢ *' p o t I a I °4 ( � b a .t IC 3 t io `p �n I y o ,� 2y I $ i Fla ZQ L o�fd � O "CTt� EP 80WL I_S E -� ' n RI no R t V Yl ASOLITE L\G HTItV Cr A / j 's m 195, 5, n�v � o R 3x 1� VJ N C. p�r£Q yHc1�A �a F' -d o CB/DH - I C . o Ir Ir \ \ Fnd Hit 137.68 _ >, I I -� S 89'03'59' S 86'43V IN CB/�A o e\J A MAX UP I � - '� i m D Q p•1.,\a t � c N '1l _1�SL TGZ A PROP' /-(NAP , 1. THE S SLOPE ALLOWABLE ROUTE(SIDEWALK)AND CURB RAMP 6X6 CEDAR P05' CROSS ROPES SHALL BE I.Sx 24 G 1 2 THEYANMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE #i Assessors MoY i tl 1n -.[3Vj1•-Dt N O, � 1 I H t EXCLI10dG CURB RAMPS SHALL BE SL 1 p .L H3'Xb X".G� GR.Ai�IITE P05T THE MAXWUU ALLOWABLE SLOPE OF ACCESSBLE ROUTE CURB Parcel 22* o 4 I a ,I ax - 150 r 'A \ V; o o � 1 BASE, WITH DOC CL INTO 4. A UINW M OF 4E FEET CLEAR SHALL BE MAINTAINED AT ANY C m I CEDAR LA11P . 05T PERMA'��TTiAC WEIN A,9a�S�E ROUTE(I.E..HYDRANTS, `J _ s CURB TREATMENT VARIES,SEE PLµS FOR CURB TYPE. Lot Area ---- p � �, � T- i¢ y - l O ':. 76,869 5.f.+ I 1• \ - Z pf rt O i I ! BASE OF RAMP SHALL BE GRADED T°PREVENT P0NWI_ \ <. z II ACCESSIBLE CURB RAMP 1 Not to Scale � n y BITUMINOUS SURFACE COURSE f / 9 Q Q 1a�p t, t 14' BITUMINOUS BINDER COURSE '� [ r, C Y ry1 C P, O - O _O.. 1ti LOT LIGHTING 's:' 00, / \ [ \ 1 Y o• o o C) o ' 0 12' GRAVEL BASE COURSE >m p ( L GtN Not to Scale o . , o e o .. ,.°o.e lV r ► p q 1 $P Is 0 o o Is o o e o 4Sg -14 O ( 1 O \ f. �Q COMPACTED SUBGRADE 1' .4o (r, epoGP -PAVEMENT DETAIL \ G a- - \ e \ P' 0��� Not to Scale co ko 11 1 �A • !'i tr \ Q O � p• V• cr P yQ t .y4Ci N ���P 1+ 24 DRI\,AWAY -0••p (y�.hA n��Y L�-i L^-M \ .�.,we l�E.'20 1• .�•: O - .: gr.S'"r\c \ y">---�. ���• `� \ / 1 Q�� u�r�-4•��� ,, PC1pD tr1� p 0rGravel \ 2�. .I laJ °� \ S O O�FiPQ� I 3 � l 5� O aqa \ Existing It UO jj TRAPBASIN *.L'- y 3�V•-I Vt!'C`0"eLa, WASNILD 2-112 Sty W/F sT-o1vE••i' IsLL AacuNo r- '� - Dwelling # +..'A4'0..1.D.G.►TCH 0A5tN5 -(eoo CAI_. t_$rAc_"'Nb '4404 W-7-0 LOADING PIT' H-20 LOAO\NG 1 \ \ �- zr Project: Cotuit Center for the Arts t _ 1 4404 Falmouth Road,Cotuit TYPICAL DRAINAGE PROFILE _ -� f i (\ t2 � 4. �P?.••'• Map 24 Parcel 22& 150 Not to Scale CArCW 8Asly FRAT..eycaAze �,.� Pr `;\Cj Parking Summary G3P�ON M006L LF 2y0-2 C` pP AGPR OV ED -0.U\L N LOWTI Existing=2,800sf Parking Spaces Required for Assumed Commercial Space=l per 300 sf plus 1 per Enterprise R=200.2 (Education Use has no specific category so assume Commercial) ces Cony \ o m G �tef0�\0 Theater 0190seats, 190/3= 64 spaces requced 12''yY l 1 D PC- Plt,a _ Pad v' / • HD� �� P Spaces provided= 105 -t4 H.C. 109 s aces OI.aMty O TAR (�Pump) / \'Y1 �k\,� �19 MHB Excess Spaces = 32 P Fnd " v\ y a Zoning District RF 30/15/15 o�I o�� J � � Lot Area=1.76 Ae t 1.03 Ac = 2.79 Ac "r ,� C, Q� v�� .2�. O " t Parking Count Summary,July 6,2004 Groundwater Overlay District V1FP Q� .A\g Original Approval Flood District C $6 5� Spaces 44 There are no wetlands within 100 feet of the site. 12. .J uDcc (�n PI R� � rj\"( \\U Proposed Structured Layout IkG•� `�\\�\\v Additional spaces 27 Town Water Provided to the Site CATCH BASIN TRAP Proposed Unstructured Layout All existing roof run-offis presently recharged to drywells. Additional Spaces 38 Not to Scale 0 TOTAL Spaces tog Areas: Total = 76,869sf+44,867sf = 121,736sf. OPervious 6,840sf 5.6% d Impervious 35,691 sf 29.3 Vo Natural = 79,205sf 65.1% PLAN VIEW scale 1"= 30' - NOTE: NOTE, POF1•�GJo� 1) No proposed change in the present runoff regime. The intent of this drawing is to secure All of the runoff is to be recharged. Site Plan Review approval only. P Lp 2) Septic system to comply with all Board of Health It is not to be used for construction. CID requirements The drawing iS only valid with an 1 original stamp and signature 9 Attorney : Bernard Kilroy Esq. CB/DH 67 School Street, Sco e of Work Hyannis MA 02601 1)The topographic information shown MHB Fnd P 508-771-6900 hereon was obtained by conventional Convert existing dwelling into area for art classes, art gallery, and associated Survey methods. Fnd office space. • Remove existing 400sf(16'x?5') wood frame building. Engineer: Peter Sullivan PE 2)The property information shown hereon • Remove 672sf of existing storage building _E3uilding to remain as cold storage. Sullivan.Engineering Inc. was complied from available record I PO Box 659, 7 Parker Road information and does not represent an Construct a 52'x124' drama school/theater building Osterville, MA 02655 actual on the ground survey. Q 508-428-3344 3)The datum used is approximate PREPARED FOR: Added Septic System Sumor Jan. 21 2005 1 Title: PREPARED BY: Notes%Revision I SITE PLAN �51 0 GJS� [tf?\\/1 • Added Septic System Details Dec. 14, ZOOS s Sullivan IEngineering, Inc. p p \�/ Cotuit Center For'"The Arts Modify Parking July 7, 2ooa PROPOSED SITE IMPROVEMENTS cn PO Box 659 7 Parker .ROOd As-Built Building Exterior Lighting 8 Osterville, MA 02655 Osterville MA n?655 Cho Bernard Kilro Es . Revised Geometry of 8 Stone Parking Spaces MoE 8, ZOOS 4404 FALMOUTH ROAD _ y q COTUIT MASS. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420- fP'95-fox Revisad Parking Layout Dec.l6 20C3 PSulIPE®ool.com capesurvOc:npec�4re! 67 School Street Hyannis Added 12/13/01 Site Plan Review Comments Dec.13, 200t O r _ Add 52 x 124 Drama School/Theater Sept. IT,20G1 30 0 15 30 60 120 Field. Draft: Building Ma' Revised Parking A ril IT 20C1 Gate: 000 SCOIe� Add 40 x 501 Addition P r Comp e�islo Site Plan -,ic omments Date. r September 30, 2000 As Shown - -^ Review R n Add Re C Nov 07 2 Pro}. Drawing C452g 1 2 Y 1