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0639 SEA VIEW AVENUE - Health
639 SEA VIEW AVE.,OSTERVILLE �llU� A=114.053.001 I J _ �//9q��� y No. .CTv%`��� � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS CY.".t- \ -4 Zipplication for �ie;pogaf 6p5tem Con5truttton Vermtt Application for a Permit to Construct(• ) Repair( ) Upgrade(I� Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.(53 5��vre� �ve, Owner's Name,Address,and Tel. o. c6T-&V,c OW"lle ONO sc t Assessor's Map/Parcel ��C�/--O 53 �-►��1 cog e v etj �1c Ob Cc Installer's Name,Addr ss,and Tel.No. Designe ' am ,Address Rd Tel.No. 'I .c��tc-c-a- .�i<f S's aet S�<:l �v�-\ �✓tf twca.z Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) gpd Design flow provided gpd Plan Date} Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /F���h ` `r /4rd A-t ,00, 7D e-X 6 /j 3f I 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 Certificate of Compliance has been issued by this and of Heal igned Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 454:9e,, 7 3 Date Issued r. No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN..OF BARNSTABLE, MASSACHUSETTS Yes }=�Zolication for ;Bi5po5al �&p!tem Cons4ruction Permit aMACs Application!for a Permit to Construct( ) Repair( ) Upgrade(K Abandon( ) ❑.Complete System ❑Individual Components Location A dress oi,Lot No.639 Owner's Name,Address,and Tel.No. + Assessor's Map/Parcel3 U Q Jr3 w ro 3 S eA v yC''.) s � � Ct,� Installer's Name,Address,and Tel.No. Designer' am ,Address and Tel.No. • '��crC}y�.c!�'��'I�CCt-L1�./i�t<< 5S"a-� .i Type of Building: Dwelling No.of Bedrooms Lot Size sq eft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures Design Flow(min�.�re�q�t�qu]ired) gpd Design flow provided - gpd Plan Date r�1i f�i Number of sheets Revision Date r 'Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 115//�jF//r�, �F Q4C i� d A4 r" ll aa, T.�1 s)/Iz Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance wiih the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health igned �`' Date oc( . 02- God? Application Approved by Date r , Application Disapproved by: ! Date ' for the following reasons Permit No. 3 Date Issued ——————————————————————————————- - - - -- -.THE-COMMONWEALTH OF MASSACHUSETTS ` BARNSTABLE, MASSACHUSETTS` —� (Certificate of Compliance THIS IS TO CERTIFtY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by at c , p~C S¢i c-r —6C401 W k'has been constructed in /in accordance ) / with the provisions of Title 5 and the for Disposal System Construction Permit No.,P 2^4 Z j •dated/0 / Installer C�Cc CQ� '.kr Designer _Sv({ t c..r v�ecr� #bedrooms Approved design flowV gpd The issuance of this permit h of be onst d as a guarantee that the system w' fu,ction as designed.Date (J Inspector's � 20, � ly�Ac� � --- li�z. 1. / ————————— ————————————————=———————————————— No. c "7" V3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwtgool *p!5tem Cow6truction ermit Permission is hereby granted to Construct ( r) Repair ( ) Up rude r l Abandon ( ) _ System located at 03 G UC)( f �-)e and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditioCfthis Provided: Constructi n mus be completed within three years of the date e w Date � 07 Approved by at Al TOWN OF BARNSTABLE LOCATION ` 5�,�VIL�,�/ ,41/C , SEWAGE# VILLAGE (j S l���,1 ASSESSOR'S MAP&PARCEL Z141 053 — UO/ INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY r6�) J LEACHING FACILITY:(type) L, F/t,'C (size) Q NO.OF BEDROOMS S OWNER SC,II\1� 11 e, PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) J Feet FURNISHED BY Z'rIS,000TIbn Fb/C LP C (A� 3 � a� TOWN OF BARNSTABLE LOCATION to vt. SEWAGE # BP��o1 VILLAGE—0 ' c ASSESSOR'S MAP & LOT11y. i• ci INSTALLER'S NAME&PHONE NO. :1LIC, SEPTIC TANK CAPACITY tn5-ta Cr) 0 LEACHING FACILITY: (type) Ql c a- :S7 Q,'1r (size) 02 Z/r JX 65- � ' NO.OF BEDROOMS 7 i BUILDER OR OWNER norr4 ZA lzrnl i ^ PERMIT DATE: COMPLIANCE DATE: I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � J v _ OD %p tj y s _d sd�!� V � 1 TOWN OF BARNSTA:BLE ' f LOCArTION CFl v�F SEWAGE # VILILAGE N5 ASSESSOR'S MAP & LOT i f: 653-Oa INSTALLER'S NAME&PHONE NO. �JR CC/ s - Y,29 3-sa 9 SEPTIC TANK CAPACITY :;Z 5-0 a /1 n � LEACHING FACELITY: (type) ler /)rnc + JTUAC (size) oZ 41 X 65 NO.OF BEDROOMS 7 BUILDER OR OWNER 4nor ZA k,,W PERMIT DATE: /,2 s Q P— 98 COMPLIANCE DATE: D Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 .. may%� b5 7y ' .. cP r 78 ' a' o ,TleT / � � 86' .�6 r Cz Y6 I� gam, r No. IOC Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: IYes PUBLIC HEALTH DIVISION.'- TOWN OF BARNSTABLE. MASSACHUSETTS i 01ppYication, for 3igpoml 6potem Construction Vertnit Application fo'r a Permit to Construct K )Repair( )Upgrade( )Abandon( ) X Complete System El Individual Components Location Address or Lot No. 63-7 5;.-2rr 64" 9vr.��, Owner's Name,Address and Tel.No. Assessor's Map/Parcel n1 I J 4 Pc i 53-/ Installer's Name,Address,and Tel.No. Designer's ame,Address and Tel.No. 'BcV.tzv- E toy¢•, ?nc- . Qiz rnai-t � GZ�SS Type of Building: Dwelling No.of Bedrooms cc in Lot Size sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 77.0 gallons per day. Calculated daily flow 7 . o gallons. Plan Date /Lv/r7 Number of sheets / Revision Date oZ 4- z Title Size of Septic Tank ascn Type of S.A.S. 241 x(oS` Ll-mu,1 (,—c-tcQ Description of Soil Qe4�r� +r, Sos 1 Le,3A w. PLeAh 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 ode and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo f Heal Signed - Date , ec d I ® Application Approved by �k-dao- ,,�„�.J Date Application Disapproved for th�follo�ng reasons Permit No. 0 _ Date Issued ... /:. r ,�• .,..: VI� 'sqn ;r , ":y...'�! "y.."mod No. r® f rt Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: tr PUBLIC HEALTH DIVISION-- TOWN OF BARNSTABLE., MASSACHUSETTS Yes Application,for Xigpotal *Pgtem Construction Permit Application for a Permit to Construct )Repair pgrade( )Abandon( ) Complete System ❑Individual Components Y4 Location Address or Lot No. 635 � Owner's Name,Address and Tel.No. , Assessor's Map/Parcel 114 1 I4 Pu 53' Installer's Name,Address,and Tel.No. 6 Designer's Nfame,Address and Tel.No. t tv2. 3'nc . Iz rr»etf.t 51% s Type of Building: Dwelling No. of Bedrooms_ Lot Size sq. ft. Garbage Grinder(v< Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '770 gallons per day. Calculated,daily flow O gallons. Plan Date_ / �� Number of sheets / Revision Date o"l/4-/I?fr- Title Size of Septic Tank R g;5 —Cr�,!(zsas Type of S.A.S. 241x Cos' (_c.mct� rcl Description of Soil ao-�� !_ ®ao 14,, 6�lc4- - 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 systemin operation until a Certifi- cate of Compliance has been issusobythi ��f Health ^c Signed `A� _ _.L_ Date Dec. Application Approved by Date 'L .. Application Disapproved fort `foiNvirtgreasons Permit No. �=c� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ' (certificate of Compliance THIS;IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(>r)Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date i 4rfi C4/2 Inspector u I No. Fee m O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Digogal *Pztem Construction Permit Permission is hereby granted to Construct(Repair( )Upgrade( )Abandon( ) System located at 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. _4 Provided:Construction must be completed within three years of the date of this DerMit. Date: /2— 2 _ 'gr Approved by i 1 TOWN OF BARNSTABLE LOCATION Ave, EWAGE # Lag .Ser;;a Ve, VILLAGE �S r�/�� ASSESSOR'S MAP & LOT I `i - d 5-S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILTTY: (type) --(size) NO.OF BEDROOMS `< BUII.DER Op�� ``�k� � — I o — 7 .7 rOMPLIANCE DATE: PERMTTDATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility wetlands exist Edge of Wetland and Leaching Facility(If any Feet within 300 feet of leaching facility) Furnished by , 91 4E zi O O 10 I _ TOWN OF BARNSTABLE : LOCATION" 6,!2 Seny,e4.,, Ave SEWAGE # VILLAGE Qr--er-Vt lIf— ASSESSOR'S MAP & LOT 11Y LI S3 if 4STALLER'S NAME&PHONE NO. i C p� SEPTIC TANK CAPACITY .5�®ca LEACHING FACILITY: (type) % Z; (size) NO.OF BEDROOMS BUILDER OR4)ii�— �v1 PERMITDATE: —10 7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet I Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by - � � - N � � � � � , t � � o o o . . C � ^ ^� '�� c�, ��, •�a� . ;r �. u �, _ �- � No. Fee " �� THE COMMONWEALTH OF MASSACHUSETTS - - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yication for Mig ogal mem Congtruction Verntit t VA Application is hereby made for a Permit to Construct,( ' )or Repair( )an On-site Sewage Disposal System at: Lo TEDLocation Address or Lot No. Owner's Name,Address and Tel.No. V l IS, Ae -(�`�T, L�1V�JLOL-Y, OM;z924 14eW Installer's Name,Addre)-s' and Tel.No. ( Designer's Name,Address and Tel.No. �j \AA V7 � tom- 0��4Q�om,j_nl ,,tt" J � • Type of Building: Dwelling No.of Bedrooms Garbage Grinder( � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow ( gallons. Plan Date d- 3 �/ �Number of sheets Revision Date �J Title " l.Gtivc Lt-. Description of Soil _ ,� d rJ C _Vle°,e ,c 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 is Board of Healt Signed Date. A Application Approved by �! Application Disapproved for the following reasons Ot Permit No. /L' -� Date Issued J. l No. +� ' Fee 1. I l tLL T I= COMMONWEALTH OF MASSACHYSETT, ,.- ,-*"PUBLIC HE�L�IV'ISIO`I�I ='T N F BARNSTABLE} MASSACHUSETTS 01ppYication for Migp_Qgav: - pgtem Cougtruction Permit t Application is hereby made for a Permit to/gon ct( °mo Repair( )an On-site Sewage Disposal System at: LU ram✓ �\ A Location Address or Lot No. Owner's Name,Address and Tel.No. 'Installer's Name,Address,and Tel.No. Designer,'s NamerAddress and Tel.No. C 1An IIlk -' \ C O /Y' /g Type of Building: - _ � ;/ i Dwelling No.of Bedrooms Garbage Grinder Other Type of Building vim` No.of Persons _. Showers( ) Cafeteria( )F Other Fixtures Design Flow gallons per day. Calculated daily flow � r `� gallons. Plan Date -1�{f� > l�t �t,� Number of sheets Revision Date c r '� a C, Title7 i` ;f'ti 1 1 l �� ��-� <.. b_C Description off Soil 3 't . 1`Zrr a C . '3 r LA 1-t IC4 2_e< A— I, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ' 17 Agreement: - The undersigned agrees to ensue 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 fo place the system in operation until a Certifi- cate of Compliance has been issued NLthis Board of H_ealt Signed Date21 3 0 Application Approved by Application Disapproved for the following reasons Permit No.�/4? Date Issued �� THE COMMONWEALTH OF MASSACHUSETTS i `' PUBLICrHEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance r. THIS IS TO CE TIFY,that the On-site Sewage Disposal System in ailed(4f )or repaired/re la ed )on . by for `�'O&A 16i a5�- has been constructed in accc dance y, with the provisions of Title 5 and the for Disposal System Construction Permit No. �'to " S" datedr �G . Use of this system is conditioned on compliance with the provisions set forth below- Or J No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS t, migoar *pgtem Construction -Vemit.r Permission is hereby granted to �)6-.,Q (A Pr L,k f,11 to construct(X)repair( )an On-site Sewage System located at _ ..r 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'l6cat provisions or special conditions. All construction must be completed within two�years of the date',below. Date: 2 — >l 0" l9' � Approved by 1 'i�"YJ/Vl��""C-�, ��Gt,• -� /, �/ L COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTALAFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION F " C ZYr TITLE 5 UESSMKNTS2 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY A SUBSURFACE SEWAGE DISPOSAL SYSTEM FO ` PART A CERTIFICATION ry Property Address: .-"f Sea View Avenue Osterville MA 02655 Owner's Name: Andrea Schulze Owner's Address: Date of Inspection: October 3 2006 Name of Inspector:(Please Print) James M. Ford Company Name:., James M. Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the,sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes N ds Further Evaluation by the Local'Approving Authority F it Inspector's Signature: Dat e: October 18 2006 The system inspector shall subs a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Cormnents ****This report only describes conditions'at the time of inspection and under the conditions of use at that time. This inspection does not address h-ow the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page l i Page 2 of 1 I OFFICIAL INSPECTION FORM-NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: , One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not detennined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced' obstruction is removed. ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPEC TION FOR M PART A - CERTIFICATION (continued) Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accorda nce with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _. Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, pp ,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply,or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a . private water supply well". Method used to detennine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for colifor m bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of aimnonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 �I I Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped— ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within.50 feet of a private water supply well. _ ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of.the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exis t as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gP d. 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) ' Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply — *the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a ' significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR I 15.304. The system owner should contact the appropriate regional office of the Department. 4 I Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No Pumping'infornation was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks ? Has the system received nonnal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ — Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? Were all system components,excluding the SAS, located on site? Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No , ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]; 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C 'SYSTEM INFORMATION Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 FLOW OW CONDITIONS .� Number of bedrooms(design): S Number of bedrooms(actual): N/a DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: I Does residence have a garbage grinder(yes-or no): N/a Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system em inspected s ins y p (yes or no): No Seasonal use.(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no):' No Last date of occupancy: Currently occu•ied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): 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: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unknown Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons--How was quantity pumped detennined? - Reason for pumping.: TYPE OF SYSTEM ✓ Septic tank, distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation 11112199 Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued)- Property Address: 637 Sea View Avenue Osterville MA' Owner: Andrea Schulze- Date of Inspection: October 3 2006 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments (on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: `(locate on site plan) }p Depth below grade: 15" Material of construction: ✓ concrete' _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: - Is age confinned by a Certificate of Compliance certificate) (yes or no): ' ` (attach a copy of Dimensions: I500 awl Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: -- 101, How were dimensions determined: Measuring stick Comments (on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert, evidence of leakage, etc.). Tees were resent. The IL quid' level was'even with the outlet invert. There did not a' ear to be any si ns of leakage. Tank was Pumped for maintenance. GREASE TRAP: None (locate on site plan) t 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: Continents(on pumping recommmendations, inlet and outlet tee or baffle`condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alann present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Conunents(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments (note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-Box was level and no solids were present PUMP CHAMBER: None (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.): I 8 l Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSP ECTION TION FORM PART C SYSTEM INFORMATION(continued) Property Address: 637 Sea View Avenue Osterville MA Owner: Andrea Schulze Date of Inspection: October 3 2006 SOIL ABSORPTION SYSTEM ✓ (SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length: ✓ leaching fields,number, dimensions: 50'x 121per as-built overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure,level of ponding, damp soil,condition of vegetation, etc.): The leach veld was dry and clean. There were no signs offailui e CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 637 Sea View Avenue Osterville, MA Owner: Andrea Schulze Date of Inspection: October 3, 2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. -a G (A er, 3 �- ' ra, �1 6 a 5 30 33aa� 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 637 Sea View Avenue Osterville, MA Owner: Andrea Schulze Date of Inspection: October 3 2006 SITE EXAM ` Slope Surface water Check cellar Shallow wells Estimated depth to,ground water 12 feet Please indicate(check)all methods used to detennine the high ground water elevation: Obtained from system design plans on record If checked,date of design plan reviewed: ✓ Observed site(abutting property/observation hole within 150 feet of SAS Checked with local Board of Health-explain: , Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high groundwater elevation: Using Barnstable topographic nzap and water contours Man Maps are showing 12'+/ to groundwater. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system.will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 G CERTIFIED -SEPTIC SYSTEM REPORT A ' , `LOCATION JUN 6 1996 HEALTH DEPT; 639 SEAVIEW AVE TOWN OFSARNSTADLE OSTERVILLE, MA 02655 MAP 114 PARCEL 053 i PREPARED FOR �SSES50�tVIA�N��; � SELLER MR. AND AND MRS . JOESPH KELLER de2'-- ll� 639 SEAVIEW AVE OSTERVILLE, MA 02655 BUYER' MR. AND MRS . JOHN ZAKIN APARTMENT 1001 1550 N . STATE PARKWAY v CHICAGO, IL 60610 PREPARED BY r; HILLIARD HILLER P .O . BOX 250 CENTERVILLE, MA 02632 508-778-1472 i Commonwealth.of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection YAW=F.weld Trudy Cox. oar«nor S.anury Arpeo Paul celluccl Davld S.Struhs LL t OMM Commlwiorwr I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Adds&: 6 3`> S/zA!//i��/ v<� 05 T/�/1//�GLF Address of Owner. Date of on: S G 3 8 If differept) F Name of Inspector. N/GG/fJ" ///4 e_r1t J 4 Company Name,Address and Telephone Number. �pv (pax a CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of 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: Passes _ Conditionally Passes t�Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: Date: 4; ylf4 The System Inspector&hall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A,BGor D. A] SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: One or more system components used to be replaced or repaired. The system,upon completion of the replacement or repair,passes b Indioats 7K no,or not determined(Y;N,or ND). Describe basis of determination in all instances. If"not determined",explain why not) The septic tank is metal,cracked,structurally unsound,shows substantial infiltration or exfultration,.or tank failure is imminent. The system will pass inspection if the existing septic tank,is replaced with a Conforming septic tank as approved by the Board of Health. (reviled 11/03/95) 1 One VAnter Street a Boston,Massachusetts 02106 •J FAX(617)SW1049 • Teaphons(617)292-5500 ' ��Pnnled on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) ProOwner: A, J 3K Ow F L L f ",,, , �Tti`2v/G Gf Date of Inspection: ,-/a q 6 B)SYSTT>;M CONDITIONALLY PASSES (continued) — 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 Health): will pass iinspection if(with approval of the Board of 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(a). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed j Cl FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: j , 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. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM 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 a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 surface water supply. feet to a surface water supply or tributary to a — The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. — The system has a septic tank and soil absorption system and is within 50 feet of a private water supply— The system has a septic tank and soil absorption P PP y well. rpti system and L leas than 100 feet but 50 feet or more from a private water NPPIy well,unless a well water analysis for ooliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 9) OTHER c 3 (revised 11/03/95) 2 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Owner. ,-7/,w7 jv5. K�GG!/J Date of Inspection: 6-b-j d 613A'C DI SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined 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 the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. f j i 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 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 I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. 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. El LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design now 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: the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program �gniremsats of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST P'ePerty Address: G 31?Owner. '7/r7 Dane or Inspection: /a9 e G✓3/9G "Check if the folbwiug have been done: Pumping information was requested of the owner,occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the during that period. barge volumes of water have not been introduced into the system been giving normal flow rates system recently or as part of this inspection. �As built Pis have been obtained and examined. Note if they are not available with N/A. L/r!'he facility or dwelling was inspected for signs of sewage back.up. r /The system does not receive non-sanitary or industrial waste flow LThe site was inspected for signs of breakout. —.Ll�system components,excluding the Soil Absorption System, have been located on the site. L'the septic tank manholes were uncovered, opened,and the interior of the septic tank was ins pected toss,material of construction,dimensions, depth of liquid,depth of sludge,depth.of scum. for condition of ba®es or The size and location of the Soil Absorption System on the site has been determined based on existing information or /aPProxin++ted by non-intrusive methods, t!The facility owner(and occupants,if different from owner)were provided with information on the Proper Surface Disposal System. P Pe maintenance of Sub- i (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 37 SIZfUeI 41 i9 ve Owner. 1'711-7 J�X' Date of Inspection: FLOW CONDITIONS RESIDENTIAL• Design flow: S�allons Number of bedrooms: Z Number of current residents: Garber grinder(yes or no):—Zf,S Laundry connected to system(yes or no):iL� Seasonal vae(yes or no):_Vo Water meter readings,if available: /q y5 77 i � r � Last data of occupancy: P B-5CA1j1-y COMMERCLALANDUSTRIAL• Type of establishment: Design flow:�ns/day Grease trap present:(yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non4anitary waste discharged to the Title 5 system: (yes or no)_ Water meter.readings,if available: Last date of oompancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: No /d k'GD/lD /A? d P4i ' System pumped as part of inspection: (yes or no) YFS If yes,volume pumped: /.�� sallons Reason for pumping: e,ouo s Criirh'i.v B '' ar cwrL ET T/y�' TYPE OF SYSTEM �_ Septic n boa/soil absorption system. , Single cesspool Overflow cesspool Privy Shared or no) (if yes,attach previous inspection records, if any) Other(aplain) a iv�('s o /9 1oi r s,���:;�T ,(ioi -i;�' 7D APPROIIMATE AGE of all components,date installed(if known)and source of information: I�LQ'7/7 Sewage odors detected when arriving at the site: (yes or no)N� (revised 11,03/95) •`5 R I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: SElf//if"w AvL OST�2l�/GG.G Owner. k/�. Date of Inspection: S/da! 6 SEPTIC TANK_ a (locate on site plan) Depth below gm&:_2!L NatVW of 0008bvction: _metal_FRP other(e:plain) Dimsas us: 6 Shrigedspth:_ 22 a" Distance from top of shtdge to bottom of outlet tee or baffle: g" Scum thickness: %a „ Distance fYom top of scum to top of outlet tee or battle: y� Distance from bottom of scum to bottom of outlet tee or baffle: //B + 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.) 7/9 v/ c�rr1- Ole dREASETRAT: !Q/5C'/L T/f/ ov1GT .es (locate on site p1ar Depth below grade: Material of oonsbuction:_concrete_metal_FRP—other(explain) Dimmeen��s�Lio��LL������ns: a . scum tYi�: 1 Distance from top of scum to top of outlet tee or balTle: Distance from bottom of scum to bottom of outlet tee or baffle: 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.) r (revised 11/03,95) g E i 639 SEAVIEW AVE OSTERVILLE , MA In the basement there is a toilet and two sinks which are not connected to the new system installed in 1982 . Water was run in these fixtures an it did not enter into the new system. These are old fixtures which predate the new system. The toilet is elevated on a platform which is 14 inches tall . The 3 fixtures appear to come together .in the wall behind and below the sink in the darkroom. There is a cleanout there which is 14 inches above the floor . In an adjacent room in the basement there is a sump with standing water in it 17 inches below the floor level . This is a beachfront home and the water in the sump is assumed to be the groundwater . This puts the cleanout 31 inches above the groundwater. From the cleanout to an outside wall through a crawl space the distance is ten feet . Using a pipe horn on the cast iron pipe the best guess as to the location of the end of the pipe was 12 feet from the house towards the beach. The owner informed me that the caretaker had dug up the yard several years ago and was unable to find any system. I did not try to dig up this system as the above mentioned conditions made it next to impossible not to fall into any of the failure criteria. 6A SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM k PART C SYSTEM INFORMATION(continued) Property Address: 639 5�9diEa./ AUL OST�.2d/�F Owner. hi/A, Dane of Inspection: S/aej TIGHT OR HOLDING TANK: (locate on site plan) Depth below V*d9; Material of aoasdvdioa:_concrete_metal_FRP_other(e:plam) Dimensions: Capacity: sallons I Desip flow: gallons/day Alarm level.• Comments: (condition of inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX:L (locate on site plan) . S� Depth of liquid level above outlet invert:. Commute: a '/ (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box, etc.) TffE yX /f�' L/mac' /O L�r/44 G _G�i.�S DvrG r> iA/y��TS h// A/ /.22r/r L>A�//D GG�400 1_ /G /,!/. �N,� 'O' ,l ox G�i/lS St T T//L The L�4�/o L��/�L 4i/1S /0.7s" /3lGow OvtL.E7 .. /°' 5: 35� Of PUMP CHAMBSR:_� (locate on site plan) pumps in working order-(yen or no) Comments: ' (note condition of pump chamber,condition of pumps and appurtenances, etc.) (revised 11/03/95) T SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR M PART C SYSTEM INFORMATION•(oontinued) Property.Addeeas: �i39 SE/Lvl�t.i /9ri wit:.Fv/AGE Owner. Date of Impeotion:SOIL ABSORPTION SYSTEM (SAS): t/ (locate am aide Plan.V possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be praeent,explain: Type: leaching pits,number:_ leaching chambers,number: leaching galleries,number: leashing trenches,number,length: Inching fields,number,dimensions: overflow cesspool,number: Comments:(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation etc.)__ /G /t E. /9OPI�oRir'1Alh'LY 37'' o� Codf/� QY /�i�oClivG r7uv 11,4—G 101f i`I/lG,ric'r,e, T//� To CESSPOOLS: (bcate an site plan) Number and configuration: Depth top of liquid to inlet invert: Depth of solids layer Depth of scum Layer. Dimensions of cempool: Materials of construction: ladicetion of gwimdwater: 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+trite 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 11/03/95),. g l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner. /�,/.►� . j05. . �,�GG�/1 Date of Inspeaticn: SWMH OF SEWAGE DISPOSAL SYSTEM: include tin to at Last two permanent refereacee landmarks or benchmarks beets all wells within 100' FRo,vr Oa7/P V/Y/119 DEPTH TO GROUNDWATER DmA to poaadwatm `S fist ssstW of dstsrminrdion or approximation: I0S f VF S1G.y (revised 11/03M) 9 V1s !: 0'CAT10N SEWAGE PERVIT 130• VILLAGE 1NSTA LER'S NAME b ADD11ESS EI OR 0V ER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED � J z o 2- r�� Fmic 5.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------------------- ---....OF............................... Appliration for Disposal Iflorks Cal nstrartion runtil Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ......Is"160— .....(9a.e............................. ..... ................................................................ Locrtion.,Address .or Lot .............. . ......... ................................... A----- M d ss ------------ A!6V ..... t.... .V...... ...31 ....................................... - ----------------------------- ----- dl Installer Ad ress Type of Building Size Lot-----------_---------------Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder a -Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Otherfixtures .................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity............gallons Length................ Width_.._._._-.-.____ Diameter--___._.____--_: Depth.__.___._____._. x Disposal Trench—No..................... Width.................... Total Length..._.______........_ Total leaching area---- ...............sq. f t. Seepage Pit No_____________________ Diameter....____..__........ Depth below inlet.__.___............. Total leaching area------------------sq. f t. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by....... .................................................................. Date...--.................................. Test Pit No. 1................minutes per inch Depth of Test Pit________---_.-••___ Depth to ground water------------_--------- f14 Test Pit No. 2................minutes per inch Depth of Test Pit____.___............ Depth to ground water------------------------ P4 ................................................................................................................................ - ----- 0 Description of Soil........................................................................................................................................................................*_______,_,_,_,_,_.__ "4 U ......................................................................................................................................................................................................... ---------------------------------------------------------------------------------------------------------------------- ....... L4r---- --- -----j.................. Navure of Repairs pr Alterations—Answpr when applicable . . ..... .........U 06 42�w----- ......4------- 0------------------------------------------------------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ............................ ------- ate te Application Approved By............ —1-5ou------------------------------- -----&OADate-------------- Application Disapproved for the following reasons:................................................................................................................ ........................................................................................................................................................................................................ Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: Location-Address or Lot No. Owner Address Z Other Distributiombox Dosing tank The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Date Application Disapproved for the following reasons:----------W...................................................................................... ' --'--'------- Date ��zo��o..-_-__'_-__' Iano«�--_'_-----'--__'__-___ Date | / NW - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... �rr#ifirtttr of TIMplianr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) bysue.- -----•-----------•---------------------•-•-----.............................................. -------•----•--•-•-------------•--Installer at y has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.___49-2- VAS---------------- date'd-.---------------------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------------•--••------ ........ Inspector.........................z- ' --------•------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................... .................OF.......--------------...........----..........--------...------------....---•-----•- r FEE 3`� .............. Di pniia1 lVarkii %Tmitxnrtinn Vamit Permission is hereby granted------------ /-��/r� ---- -= �- ------------------------------------------------------------------------- ................ to Construct ( ) or Repair ( (,)"'an Individual Sewage Disposal System at No. a �------------- �vr'�----{s-7.:bnu------- fC[..__.._.___..G.:f-�treet.._._.-----------------------------._....---------------•--------------------=- as shown on the application for Disposal Works Construction Permit No--------------------- Dated----.------------------------------------- -p9ar ------- -----------•----•--•--•-----------•-----•--- C/ e-ram d of Health DATE-------------------------------- -----------•-------•------- FORM 1255 HOBBS & WARREN. INC.; PUBLISHERS , Town of Barnstable �— Department of Health,Safety,and Environmental Services Public Health Division ' Date -��. -�/�7 367 Main Street,Hyannis MA 02601 Z aARMABLA NAB& ° t��� Date Scheduled -Z.9. g 7 Time r15 Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: Q}--1?hcv. A \AS A son Pr;' Witnessed By: Sc" Dvthl^!� LOCATION & GENERAL INFORMA'I`ION Location Address <0 3 9 Scav(cw Avsnv c___--- Owner's — ��12�n .L? �_C I.0 Address G''y Assessor's MapMarcel: lnC'-3 J Engineer's Name NEW CONSTRUCTION _ Ie," REPAIR Telephone# Land Use at rda i he D Slopes(%) Surface Stones Distances from: Open Water Body /OCR ft Possible Wet Area �5 . ft Drinking Water Well — ft Drainage Way ft Property Line ZO ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) w . y e:fir,-� �'s.,Yr-c. ;;•,. ,� .. r ?""''�r r �•','Mt i < .e t- t","`�M* 4'"12 t .�'e .�a r Y_ � ( c � _ ��•,. � ���;X3,� s��Mx 2 Y_.R't''a-1w ','(C.w �/ •A' "."�'°6r¢� � a `C t�-.•'� � ( .N a s ,n7'.., x _ "��.�-' �-�}-•. _� •�.a�.:ie>M'. rftylt'.ea `.' /1 I .6 4-. � i '[rVILP T�'., � • • �-3 ! , � _ • ° --- .f .k•. t '7. I i Y t C¢���. Parent material(geologic) G/cua/ OYAW •.54 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 'i'P.*' Cal 168" Weeping from Pit Face Estimated Seasonal High Groundwater .. _ DETERMINATION SEASONAI HIGH WATER T '„ Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date:_ Index Well level Adj.factor Adj.Groundwater Level PERCOLATION: Ti Date 5' me Observation r� Hole# G+ Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ 00 Time(9%6") End Pre-soak USA 9 1 uts o•, Q2-Sn3�L Rate Min./Inch mlA mck Site Suitability Assessment: Site Passed J*00 _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant DEEP OBSERVATION HOLE LOG Dole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consist ncy.0 '�,ty M trlo NS 3��— 12N � GOorSt. l2 39 a00' Loo.vr /� PR 4/6 3�}��-1��4�� G 'y►'I�d�rM -,a� w DEEP.:.;OBSERVATION;HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Q —/Z " /L'r- tj 36, cam/ ro a Zo Yee 6/4. 10 ES 1� 'BEEP'O$SERVATION HOLE LOG Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consist ncy." Gravel) DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. oGravel) Eod;iBsura^ep We Min• -. Above 500 year flood boundary No ✓ Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No_ Yes i/ Depth of NaturfL11 Occurring Pervious Material Dods at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ If not,what is the depth of naturally occurring pervious material? Certirication I certify that on 4 9.5' (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Date Signature S23 9 r TOWN OF .BARNSTABLE i it /(AGs UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS W ! V ASSESSORS MAP NO PARCEL. N0, ADDRESS; 6' 3 -- - -- VILLAGE S NAME; +.l _t �. ...._ .I I. ►,� : ` CONTACT PERSON 0. 'Sc►•�.( � PHONE NUMBER LOCATION OF TANKS:. CAPACITY: TYPE OF FUEL. AGE: TYPE: LEAK OR CHEMICAL' DETECTION tton� SYSTEM' h ®u S"r o'd o .� „ e i l t 0"-O Ck, t t T, u DATE OF PURCHASE`OF. EACH:. 1. , ! q 7 G 2. 3. 4.` 5. _ DATE QF FIRE DEPARTMENT.,PERMIT: '� �S-'��3'" ( '� S.. r 3 TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD.. Mgt.! fN a .�., �. 1-1 L7-001*0� t�� TOWN OFBARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTE14S VA, V PASSESSORS MAP NO. PARCEL NO. L -V ADDRESS; y� VILLAGE' NAME;_ CONTACT PERSON PHONE NUMBER yoZ� ' �� LOCATION OF TANKS: CLPACITY: TYPE OF FUEL. AGE: . TYPE: LEAK OR CHEMICAL: DETECTION SYSTEM t DATE OF PURCHASE OF. EACH: 1. 2. 3. 4. 5. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED CC DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING .THE*LOCATION OF TANKS .ON THE BACK OF THIS CARD. O' er v f �i b � G c � . PROPOSED ADDITION TO THE SCH- ULZE : R. ESIDENCE . 637 SEA VIEW AVENUE OSTE RVI LLE:, MA ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTHPORT, MA. 02675 TEL. (508) 362-8382 10 8)362-2828 ISSUED FOR PERMIT O LF 1,n Y m �,� AUGUST 12 007 STAMP: ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS AB ANCHOR BOLT HGT. HEIGHT NORTH ARROW A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL TI TITLE SHEET SECTION INDICATOR ACT. ACOUSTICAL TILE INSUL. INSULATION LETTER IN TOP HALF OF CIRCLE AA. PROJECT DATA SHEET ALUM ALUMINUM - INT. INTERIOR A3 INDICATES THE SPECIFIC SECTION. ANOD ANODIZED JT. JOINT THE NUMBER AND LETTER IN THE SHEET 1 of I SITE PLAN by SULLIVAN ENGINEERING, INC. BOTTOM HALF INDICATES THE DWG. @ AT LAG. LAG BOLT No. WHICH THE SECTION APPEARS BSMT BASEMENT LAM. LAMINATE _ SP.I ARCHITECTURAL SITE PLAN 45.5 NEW SPOT ELEVATION BIT BITUMINOUS LAV. LAVATORY - 45.5 E EXISTING SPOT ELEVATION AI.I LOWER LEVEL H c BILK BLOCK L. LENGTH w� 9 FIRST FLOOR PLAN NEW CONTOURS Q . c BIKG BLOCKING MFR. MANUFACTURER /�-i 45 - M BOTT BOTTOM M.O. MASONRY-OPENING :% --_: 45- -EXISTING CONTOUR .. AU ROOF PLAN - dS B.O.W BOTTOM OF WALL MAT. MATERIAL 1� O `r LEVEL LINE OR WORKING POINT BM BEAM MAX. MAXIMUM - A2.1 SOUTH 9 EAST ELEVATIONS BLDG BUILDING MECH. MECHANICAL _ I COLUMN COORDINATES 8 REFERENCE GRID LINES A2.2 NORTH 8 WEST ELEVATIONS z w LL CPT CARPET MIN. MINIMUM CSMT CASEMENT MTD. MOUNTED - F1017 ROOM NUMBER - Z CK CAULKING) NO. NUMBER - O A3.1 Y," SCALE CROSS SECTIONS C3 — # I DOOR 0 CLG CEILING - NOM. NOMINAL - O WINDOW TYPE A4.1 MISC. DETAILS Z U a CLOS CLOSET N,I•C. NOT IN CONTRACT 3 2 COL COLUMN N.T.S. NOT TO SCALE 'WALL .TYPE -... A5.- (NOT USED) - m Q L vi CONC CONCRETE O.C. ON CENTER 5 = AG.- (NOT USED) 4-0 CMU CONCRETE MASONRY UNIT OH. OVERHEAD INTERIOR ELEVATION NUMBERS - -INDICATE ELEVATION NUMBER E ■ ECONST CONSTRUCTION OPNG. OPENING e A7.1 6 LETTER INDICATES THE DRAWING - 2 CONT CONTINUOUS PINT. PAINT WHERE THE ELEVATIONS ARE A7.1 INTERIOR ELEVATIONS - STUDIO-8 FOYER CJ CONTROL/CONSTR. JOINT PTO. PAINTED 7 LOCATED A7.2 INTERIOR ELEVATIONS - NET RMS 8 GARAGE CTSK COUNTERSUNK PNL. PANEL AI REVISION .MARK A7.3 INTERIOR ELEVATIONS - BASEMENT ROOMS., DET DETAIL PART. PARTITION - - DIA DIAMETER PL. PLATE .. A9.0 SCHEDULES ~ DIM. DIMENSION PLAS. PLASTER CONCRETE - PLAN OR SECTION - DR DOOR P.LAM. PLASTIC LAMINATE BRICK - PLANS OR SECTIONS SI.O STRUCTURAL FOUNDATION PLAN LlJ DH DOUBLEHUNG _ PLBG. PLUMBING - CONCRETE BLOCK PLANS OR - Ll_I DRWR DRAWER PLYWD PLYWOOD >------ SECTIONS 51.1 FIRST FLOOR FRAMING PLAN U z Q DWG(S) DRAWINGS) P.T. PRESSURE TREATED - PLYWOOD 51.2 ATTIC FRAMING PLAN W, ; C ' - - - DF DRINKING FOUNTAIN O.T. QUARRY TILE C - - STEEL, LARGE SCALE 51.3 ROOF FRAMING PLAN z In Q Lu - Dw , - DISHWASHER REO'D _ REQUIRED - _ O = L0 w Lu ELEC ELECTRIC(AL) REF. REFIGERATOR - ROUGH LUMBER 1 Lu EL. ELEVATION REV. REVISIONS - ELI ELECTRICAL .. Q O �u - .FINISH LUMBER - - 0 IV ELEV: ELEVATOR R. RISER - Q Lu EMER. EMERGENCY - - R.D. ROOF,_DRAIN - - (w/) N _. + INSULATION - -RIGID - = O - EQ. 'EQUAL - RM. - ROOM- - EXIST EXISTING R.O. ROUGH OPENING INSULATION - BATT - N O7 OR EXG. SECT. SECTION - -----� EARTH E.J. EXPANSION JOINT SCHED. SCHEDULE "----------- DRAWINGS ARE EXP: EXPOSED SPEC. SPECIFICATIONS, r COMPACT GRAVEL ' REPRESENTATIONAL ONLY EXT. EXTERIOR SL. SIDELIGHT _ DO NOT SCALE FIN. FINISHED STD. STANDARD - W DRAWINGS WELDED WIRE MESH - _ . F.A. FIRE ALARM 58P SHELFaPOLE PROPERTY LINE. - F.B.O. FURNISHED BY OWNER STL. STEEL - - _ - - F.E. FIRE EXTINGUISHER 5USP. SUSPENDED - CENTER LINE TITLE: FL.. FLOORING) THK. THICK - FLUOR. FLUORESCENT TBB. TOPHBOTTOM _ FT. - FOOT - T8G TONGUEBGROOVE .. PROJECT DATA FTG. FOOTING T.O.F. TOP OF FOUNDATION- - _ SHEET FND. FOUNDATION" T.O.W. TOP OF WALL _ FURR. FURRED(ING) T. TREAD GAS TYP. TYPICAL GALV. GALVANIZED UNFIN. UNFINISHED - - DATE ISSUED: G.C. - GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD - _ - 08/01/07 GL. GLASS/GLAZING VIN' VINYL REVISIONS: GR. GRADING VCT. VINYL COMPOSITION GWB. GYPSUM BOARD TILE HDBD HARDBOARD VWC. • VINYL WALL COVERING HDWD. HARDWOOD wC. WATER. CLOSET �JoQp`ul��ib.-vr� HVAC. HEATING, VENTILATING, 8 W. WIDE/WIDTH AIR CONDITIONING W/ WITH Q V HDW DRAWN BY:R. HARDWARE W/O WITHOUT - � ` �� JJM W.w.M. WELDED WIRE MESH - _ NQ.77$9 PROJECT#: PROJECT NO. WD. wOOC F, � � Y`r.R3Apt1Ty� {� l DRAWING NO.:AA 1✓71�ed t .. .. � ASSESSORS REF.: �Scde led Map 114, Parcel 053001 0 S871?0'42 E 00 ,...vy z isez I , ��� n. .• , \ N (II I I; I , I , 1 6 1b52 1 I� OVERLAY DISTRICT: I I e s �� / \ 1 I( j 'I r\ � 2\ AP - Aquifer Protection District As Shown on Plan Entitled / � LOCIJ.S Mar / dA, u� TENo-iao new o i , P .y- /' TM LOCATION MAP:o Nw � l i \I r �p� seo_ur 0 ..`ems- FLOOD-ZONE. Scale. 1` = 2000't . I Zone A14(EL12) & B I I i._-i i' I I // 1 ! II !! / ;�+�•� ,,c 4 \�`; Community Pone/ No. cbri I ; i , i / / I / ; : Wd r - ' #250001 0016 D C l ' ' / / / I �� f / ar a u, v,y i July Z 7992 ZONE: Proposed -s- �� \ ? F_ i Conn acfion Area (min.) 87,120 SF (RPOD) I ,I 1 I.I I \ \. ) E. %tr P'°dd,Osed '� �L 0. Frontage (min) 20' i I I r \ - F.F. 16.7 i i 91 Width (min) 125' I; I l \ \ 7- sj,aG i �F Setbacks: if 637 / "" 7-Off,, i I s Front 30' 1JV Story w/f l Proposed ' I xr w<e �um Side 15' ❑i (] h}} 11 1 I '°'" Dweliey r serer Line i I s..os�cnae� \ Rear 15' 2 Bedrooms r-- L 2%Pitch Min. i I to I i ; I� I }:• 1 , SE3-2959 ProPosed O Coner�,y Entry I- N LEGEND: / 125 wed , I -4� Guy Wire �- s O Guy Pole 0 Utility Pole / f \\ ' I e \( oe yd� o. st°" ' 1 h G Tree flagged by others for \ s'.os° 9s-n -' 1 Red ce ! r �evr ae\s..�- $ Q'� Deciduous Tree p h ' li 1 ! I _ I --, i ! Coniferous Tree, v i � i 1 i Ar N in 'i ell% Lin S84 30'04"W I II 4,1 �( .d_E sd.0- e Title: Notes/Revision: Site Plan PREPARED BY. PREPARED FOR: 1.) The property line information shown was Proposed Improvements Sullivan Engineering, Inc. CapeSu� Andrea A. SCf1UlZe compiled from available record information. m PO Box 0 7 Porker Rood 639 Sea View Avenue 2.) The topographic information was obtained �. At Osterville, MA 02655 Osterville MA 02655 637 Sea View Avenue (5W)426-Judd(5a8)428-3715 � f5a8)42o-3994(5W)420-3995 fo+ C3StePVINe A 02655 from tw on the ground survey performed on or between 02/JUL/07 & 12/JIJL/07. 0 Barnstable (Osterville) Mass. 3.) The datum used is NGVD '29, a fixed mean Draft:JOD Field WHK/DWS 20 0 10 20 a0 sea level datum. Dote: Jul 25 2007 Scale. 1 rf= G 0' Review: PS Comp/Draft: RRL Y s Pro} # 97022 10rowing of C700g1 ---------- ---- -------------------------' ----- -------...--------" ------------'-- -------- -' -------- ----- STAMP: S05'22'56"W'- 96.61 ° 01 N i 46.60' E ERAII o O -5TO E --- __- GENERATOR 6 / -PADS SUNKEN --— N ARDEN ' OTEp' FINAL GRADING TO SLOPE TO YARD DRAIN c a 4" PVC DRAINPIPE O -_`�- Q / f20P ---- �° z EN t` ; ADDITION IMMI YARD z DRAIN N E / Z IRETER LEACH ` Z PIT DRYELL w/12" NEW BOULDER DRAINAGE STON I n C C W lb n� / CONNECTOR ..:.COVERED LANDSCAPE PERIMETER m Q .RETAINING WALL. ■� s � ENTRY (p / _ ROOF s" 4 - ^`V 19'-9-i B'-e Y-YS EXISTING - AUXILIARY PROPOSED..... GARAGE 0 O NSW STEPPING/ STONES j IC SYSTEM WALKWAY w EXIST SEPTIC TANK IN FIELD TO REMAIN. L1J ZD / CONNECT NEW ADDITION TO TANK - SEE SITE DRAWINGS - zLLJ Lu L G EXISTING z 0 Q 4 EXISTING TWO CAR _ c/� L.LJ DRIVEWAY GARAGE \ �_ F— LJJ w �_ TOWN OF BARNSTABLE MAP 0 O w � > LOT 33 0 ►— N c Lu - Lu UPLAND 111,973 SQ.FT. = N Q 2.57 ACRES t\ EXISTING d REG.WETLAND 33,596 SQ,FT, TNO STORY 0.77 ACRES O O RESIDENCE 1• N M UNREG.BEACH 7,983 SQ.FT. N \ co - 0,19 ACRES \ TOTAL AREAS I 153,552 SQ.FT. 3,53 ACRES nnE: \ ,1 ARCHITECTURAL \ SITE PLAN -- ------- \ - 1 ATE ISSUE ---------------- 08/01/07 REVISIONS: ... ----..,.--- ---- -- TOWN OF BARNSTABLE MAP _ LOT 29 ��P`�L ��� Q o 46,720 SQ, FT. o � V) DRAWN BY: JJM 2 \ 1 .07 ACRES - - - NO.7�3 PROJECT#: YAF*A&jT)fpp*•� PROJECT NO. MA \ DRAWING NO.: T}i ! sp- SITE_ PLAN __ _-----=-- 1 sca-- _ 'o ---- r STAMP: - - _ NEW RED CEDAR ROOF SHINGLES TO HATCH EXIST. 2 PATCH AND ✓ .! \ -- '-7A< - REPAIR EXIST. -\C_-S -G- - AS REQUIRED - - / cY S' Ov NEW ICE R STEP INUM A3 ' FLASHING- WATER "' ' 66 U - \ ' `/ NEW[RED'CEDAR I,.I LL i': ::11 •:ROOF SHINGLES I. IIIIs< 1 1;, C w U s C ,TO MATCH EXIST I I A3 W W'� RIDGEVENT DETAIL I 12 2 I oo CC Lr �- -T6 I ;I. ma vi ll 1 f 1 1i ii O SCALE: I"= 1'-0" - �s,- (I o i I r t I t .B o tu I LIMITS OF ICE 8. it -WATER SHIELD'I, I 1�` I it W '10'TYP 91 ALL VALLEYS. ✓: ND j J I LLJ vl - a-'R.-- _-- �•? /gyp KID W A3 -_______ _�- `__. \-. // f w �-EY �1-1-J _ _ —_ —___ A3- m / z W LVE `,G -ONGJE e GROOVE EOAK^.. f=— W J Lu - - - rf Q C O W — F — r,4 W -- --- '--' --- -- - --- -- Q o, CLLu E RED CEDAR-CAP-OVER CONT:--RIPnE�' --- ---' - - CONNECTOR ROOF DETAIL R6�I2 N , Y . _ _ : = = - U ,� O 2 N } —"_" --—-- CL m SCALE: I"= 1'-O' �I T= --- L - RIDGE N c) ---- ------------- -- —------ ------- _-------- - r� `Q --r----------- "'--------'._-------___-__---------------------------------------------------------_ I ._--------------------------------------- _____-__ _-__- . 6' WIDE _ _ - - 42" SHED a-' - t �. - —N i - - ON - I _ .___ ___ _ ___ _______._ _------------ ROOF ____ BRACKETS 1-__ -ALUM__ _ _._I _ _ ._ �EDQR_RCsO�_ - ____ _-- __ __-_ CENTERED SHINGLES TO nATCu _ -, ABOVE T= _ --------------- -ENTRY —_— ----_ . .ENTRY __ , $RF/FTHE17=1'fESKTYI?.' _ __ _ __ ___ _________ __- ., DOOR __-_ __ __ _____._ _ __ ____ __ _.__. _ - -- — —_— --- — I.- ___ _____ ______ TITLE: ------- - - - ---— ---— c ------ --------__. -- - -- - --.- - ----------------------------------`--------'--'----------------------- ;. ROOF PLAN HALF ROUND COPPER GUTTER (THIS 2° x 3°COPPER DOWNSPOUT 2xL =AG==GA 2:. , - ALUMINUM ' LOCATION ONLY) CONNECT TO 4' PVC, j DOWNSPOUT u g - O _ DRAIN TO YARD DRAIN D_D -n3 YA BERDD DRAIN /O/ - .. D - DATE ISSUED: PORCH ROOF DETAIL 3 OB/01/07 SCALE: I"= 1'-0" REVISIONS: a L F� TO ORTWELL ROOF PLAN LEACH PIT ) ° DRAWN BY: JJM SCALE:1/4"=1'-O" 'Z i- No 7789 PROJECT#: YA.TOACUTTipog7 PROJECT NO. �x DRAWING NO.: A1 . 2 STAMP: -. EXISTING PROPOSED NEN ADDITION a NEW RED CEDAR ROOF SHINGLES - TO MATCH EXIST. , - A IxG R.C. RIDGE CAP w/CONT. - AD RIDGE VENT STUCCO FINISH 2 OVER METAL - AI.1 _ LATHE, TTP.:: HALF ROUND. ,- COPPER GUTTER O (THIS ELEVATION ONLY) _ o C 2rG MAHOGANY d m m TOP RAIL - a NATURAL R C '.. .. ...ate. - n , STAINLESS STEEL ? U g "AIR RAFT u '"- WHITE CEDARU SHINGLE -- _, -_ C - _ I _ CABLERAIL _ Z LL I SIDING ... - .. 5757E CORNERS, EXPOSURE - _ .._... _._... .._. r TO MATCH _ _. ..... _ _ _ -,..,. ..-.-..... ......... S - _N m '1Y' ICE i WATER - —_ (NATURAL Por Z E ___ • ——, SHIELD EACH 51DE : ... — — TRIM) x V 4x T _ w/ C FULL - TYP..ALL Z ——— ——— WOVEN CORNERS --'- --—— —— MAIN LEVEL —I — - - ---__ — WAIN LEVEL j ——— —AI --- _ ___.___. TYP;'COPPER—DRIP.. _ ~ m o. _ ---- --- tA5H1 _ ACTUAL GRADE MAY �B 0 .NOTE:. ALL EXTERIOR RUNNING,TRIM TO BE.RED � VERIFY IN FIELD >�VARY, CEDAR ('B' OR BETTER) - - :� PRIMED,d PAINTED- TWO - _ - COATS TO MATCH EXIST. INFORMAL UNLE55 NOTED OTHERWISE. ae B ROCKSCAPING I. "COLOR 5ELECTION BY OWNER --- '"LANDSCAPE ANDSCAPE - ----- - ---- - -- - CONTRACTOR TO _ _ .. .. .. 7 ACTUAL -_ 13�_G" _ - 9,-C. c. 33 D'-. -S-W ItdDOw TRIM VERIFY T _ PLANTINGS AND OTHER SITEWORK w/OWNER IN FIELD.- - uj W uj SOUTH E- LEVATION CC _ .. '. ...: SCALE: 1/4"=1�_OI� Lu Lu z Q W _ o Lu Oo W > c A N Q W Q = N N .OPEN LEAD COATED COPPER' NEW RED CEDAR ROOF SHIN_GLE5 - - C"7 VALLEY - - TO MATCH EXIST. Ixl2 RAKE w/Ir6 DRIP TO MATCH F"'NR CRIDGE CAP w11ONT, RIDGE$-f„-VERIF-T- IN FIELD VET - C ±NG OVER a1.12.FASCIA SYSTEM, - D RED CEDAR PRIMED d PAINTED TO A3 - A3 MATCH EXISTING - - - - - 12 A , BEYOND -OF EXISTING AUXILIARY \LINE G RAGE -.... TITLE' L _ SOUTH I_.- —. .----- & --- - EAST I'-a^SOFFIT .. OVERHANG ` ----- ._.-_. .. �-„. - ~ - ELEVATIONS T --- .----BCuES'r'ONE CAfs-- -------- -. - .. --..-._..-......._........ .. ... .. :_._..__..... - _ - '- ATE ISSUED. 12' ICE d WATER. - ^ D _ ..-.._.... ... ... _ - .. ...,..... - -. - SHIELD EACH. .' - .' - OBIOIIDI .:__._ .. .- ., ... .. ..... - SIDE FULL - ..... < T7P. ALL WOVEN REVISIONS' ._. _... _. CORNERS --AI-IA IN _—.___._.—__ SLAB LEVEL _--_-- WHITE CEDAR SHINGLE 51DI NGPyO FEAr�� w/WOVEN CORNERS, EXPOSURE P TO MATCH EXIST. ----------- - ------ - ---------- --- i DRAWN BY: a. _ JJM - - . I, PROJECT#: No.77 n PROJECT NO. TIORTMA DRAWING NO.: EAST ELEVATION d � A2 . SCALE: 1/4"=I'-0" ! r s- - STAMP', RED CEDAR ROOF SHINGLES (TO MATCH EXISTING) OPEN LEAD COATED COPPER VALLEY FLASHING PROPOSED NEW ADDITION EXISTING - 102 RAKE wxlxb DRIP TO MATCH A3 A - EXIST., VERIFY IN FIELD Ag 11 ry N n� U u w F COPPER HEAD 6 � j U Zvi MAIN LEVEL. --- O _ r-- _ WAIN LEVELh • - --- :F "j 9' WIDE x 7' TALL O.H. - - DOOR TO MATCH EXIST. 28 O• W W -______________________________.__.-..-___-___-__-__________--_____-_-____________-_________.-________-_______________- - NORTH ELEVATION w > < SCALE: I/4"=I'-0:� Q W �yj 0 ? w O N > Lu 1.6 OVER 1.12 RAKE (TO MATCH EXIST., VERIFY IN FIELD) - - W OPEN LEAD COATED COPPER VALLEY FLASHING - O imp 12 _ - TITLE: - NORTH --- - — —- - EST_ -- ELEVATIONS o- ATE ISSUED. O —_- ---------- — — - ------ --- --- - —...--- -- -----� MAIN LEVEL � OB/Ol/OI .c O ..._..... �._ .. I. .. .: _ REVISIONS: NEW ANDERSEN 400 `-------- SERIES CASEMENT WINDOWS - SEE .. :'-....'. WINDOW SCHEDULE "-• ''' {{ D _- Ix5 WINDOW` RIM - -- Ii\y,Qp UL r`I��.��j. v { ��VV ----- ----------- DRAWN BY: S JJM -- -_ • No.7789 � PROJECT#: PROJECT NO. ------------- YAPA(r-�knH {`, l y WEST ELEVATION MA DRAWING NO.: SCALE: 1/4"=1'-0" � ♦ � A2 . 2 r STAMP: 9?�UL F��/A� r`� p No.TM YA 'T? OFtT, N 'r 41 OF " _J B Q C A3 TTP.2.(,EXTERIOR d B WALL 3 I,a1,2 LINE OF' CONSTRUCTION O a CONNECTOR E APRON C) g z ____________________, _____________________ a ______ _-________ _ ___ __ __ _ _______ __ __ E _ V - I.. - - 51.0 LAWN r EQUIPr1ENT �SLAe I - I (a cElu I - t6ON r_y __ _ __� _ i I NG) C GRADES 3 L� _ ____ L _ ------.---J 6• THICK 3 . 2 CONIC. COORD AB 2= 0 C 3.. A3 "BROSCO IMPERIAL FINAL SIZE ��� 2 .�.� AI '`4'POURED CCNC. r�� ----Y PULL-DOWN LADDER For ceNeRAr /GENERATOR o �� O, I I 10'3' WEIGWT; R.0-54"x2 PAD EQUIP. SLAB FLR. Skj" , _ SLOPED TO I __.-� w/FIRE RATED DOOR -.4'-4° II'-IO' •10'-2° GA5 FIRED BOILER - X. N s NEW ENTRANCEWAY, L,, -___J LOCATE TO OPTIMIZE c' DIRECT VENT A,W. UNITS -_W-3 = PATH BROOM FINISW� LAUNDRY FOR TWO ZONE 1 %.W LLS! GLG B. IN ATTIC ABOVE WALKWAYS __HEADROOM _A______A WA , . HYDRO-AIR HVAC ___-__-__ ____________ _ . UNII (9'S'!CEILING) .. - SYSTEM PAD u.c. WORK A REFR. q 4' x 4' x.G' CONIC. LNDR ST AGKE IHWM SNK GTIR 14 D A3 - PAD - FIELD LOCATE . 29 - TYP. 2x4 STUD - _ A rOw i WET 12 sT.7 10`v W WALL A o STORAGE W ON P.T. 2x4 SHOE L-J BAR - C'LOS —LOCATION OF _ � m 9'CEILING A3 32 AT 3 0 m (9'CEILING) II ( ) UTILITY .R( I A U N CONC, FOUNDATION Z PA TED E WALLS SEE m W Q 1 EL C Z C— PAINTED �I�I M CONCRETE PANEW FOUNDATION PLAN ❑ 1T-2° 10'-10' W EJEC OR C RAMIC y U O uj IT E BEARING WALL _ _ O J - _Oi TI I OC O T CIS > W 25 O CARPET O - N '� I \ / 1 ALIGN I--F� ) r- AFL W > __j 2a r5 IIT�" 1 _a I'-q<' 9'-0:• 1' • O TI\L\E4✓ Q L1/ L�� _ AT.3 26 F_'- 11 CER rrlAFZBLE - `I 3 MEAS'D. FROM. SH R - ,.. ,. � > AV GARPET� / L w51DE 10" CONC. N I I 11 F— O I I I '. Q° � I AZ2 14 .. - 1V DECORATIVE AM 27 TILE .9 I 'WALL I < A H O - DAEBOVE(FLUSH FLAT' O N Q Lu FW- 4b�yAN1T INSULATE ALL i t (9'CEI — R`/J1 PARTITIONS AT. I D IS I-CEIL-). i o Q D ) / I NATURAL, CLEAR D W N I I BOX P CEILING I A3 N A3 / CLOG. I I FIR TRIM I O I I CONTAINS STEEL I I - F p ------ BATHROOM CLOSET m I I BEAM AND - ) KI CAB. • 1 1 I V w I I DUCTWORK 1 1 I I I I W_ I �I 'OO O INSULATE ALL STUDIO 1 ?L BERBER CARPET y Wz PARTITIONS AT 0 Q -- FLAT.CEIL, (9'CEILING) �,� - O (OR EQUAL)O�ER. OFFICE ----- N - WOOD FL�R BATHROOM - - ,V-�-------- PAD OVER: (9'5'! CEILING) ] �4: -O" I A3 ] 5 STAI P 4' CONC. SLABI + 1 - ; O =O I° 5'-I" I '-9" �' ° HALL O w/6"x6° 10/10 WHIM. I 21 LL U, IENTR S I 5 6 (WV!CEIL.) OVER I I I w0 z L O .. I I 12' RAISED x VP 6 6 MIL POLY VArOR I. I --.. N _ F ` �I I O NAL a qO].I b - I I 4 2 I 26"! DEEP p t7 nT7 s BARRIER OVER _ 2 Ao.3 22 1 i z x H N `` / ;STONE (9'CEtI NG) g I I 1 HEARTH - - Z_ COMPACTED W a v. STOOP I m 6' CO C ED ca AT A SLAT E a S I ' I � I I \I 7 - N wM --_ w/CO WALL, t„w�0 O - . 3 DIRECTED BY C IRPF_T GRAV� ' 23 I - Q " - INTERIOR _ V /J LINE OF SOFFIT DOWN �\ 3 w 4Y.x 77'SHE 7R TTP- III a I DESIGNER TITLE: PA NTED 1 - I Y.i O - G T. INTERIOR ERIOR I I h ABOVE s,.o � ROOF ON LOr7C__ i I 7 I I - BRACKETS ABOVE _ 1 I ti � i I a26• EL ____ _____J _______J_____-_J i -------------_ WOOD CAPPED O O LOWER LEVEL N ISHE O N m SHELF @ TOP OF FOUNDATION WALL AND 1 m <112 CEILING 1 5'-l0• 10'-2" - 10'-2" - 6'_q" -FIRST FLOOR t 4'-2 d'-1' ' BI" ' - THIS AREA) - •` ] I'T7P.2:6 VERANDA 15TONE� PLAN P.T. 2.45 - _ C WALLS @ RPET FRAMED ON - STARS EXTERIOR D x 6 MAHOGANY i3 FLA ;STEP pw '1 T - - 1 DECKING w/S.S. NAILS 1 .. ............... .................... LE E- 0 O I 2x6 MA41pf ANT HANDRAILS, TYP, i O DATE ISSUED: O N _ 12'50L ARE CO UMN 12" SQUARE COLUMN' - REVISIONS: A3 B �'dio.Ixl9 WIRE ROPE 316 - 0 A3 i/ 4 B HIRE ROPE ATTACHED TO 9 RAILOEVATI A3 1000NCRETEWALL 5EE ' END POSTS w/SUNCOR'S10'- EN A T T RN K 9 5-O - LE 5 U .WI LEtoFOUNDATION - . WI SPACING o.<.WIRE toPLAN ON WIRE, TTP. II 9' O" 3 SHEET 51.0 � I , AO'-A' OVERALL •INSIDE FOUNDATION 9'-a" q. b '-O" LOWER LEVEL FLOOR PLAN 9'_ 33'- I I DRAWN BY: 42' 0' 1 JJM SQUARE FOOTAGE SUMMARY: SCALE:1/4"=I'-0" PROJECT#:I �_�� PROJECT NO. FIRST ` ELF�O R PLAN NATURAL(INDIGENOUS) LIVING AREAS:(OFFICE,STUDIO, - GARDEN ROCK GRADING WALL, OTT BATH,LAUNDRY STAIR HALL) NONLIVING AREAS: 4 LAYOUT MAY VARY T " SCALE:I/A"=1'�O" DRAWING NO.: - LAWN EQUIP. 448 SQ.FT. r, _ - MAIN FLR.LIVING 1,121 SQ.FT. UTILITY -96 SQ.FT. �1I �J BASEMENT LIVING 1,286 SO.FT. DECKS 260 SQ.FT. 1 1` ^=2,407 SQ.FT. =804 SQ.FT. B , 1 A3 2s 12 RIDGE '.. » a .. TAMP. q? s e�t�pp Lplw 2xb STUD WALL BUILT TO UNDERSIDE OF ROOF 14'-B" (RIDGE NOT CENTERED) Q055�l� �lq`{S� (I HR.ASSEMBLY)TYPE 'X' GYP.BD. EA. SIDE G - - ---__ - A3 (2)2X4.TOP PLATES SECURED TO - � /f/ ,r "wll` w STRUCTURE ABOVE „--______ O' 2'B'x4'10, 45.MIN. FIRE RATED DR - - _ TOP OF RIDG- t V. 35'-2't-_ Sf. •� �. - ------------------ ----- -- 1 y1o.-�-� I _ - RAFTERS @Ib I _ YAMAX,nifICA —_ .._._—._—____._-- 5 f l ar0 CEIL. 1'\ ATTIC B `� c \0 JOISTS w r R-30 KRAfT.FACED INSUL. TTP. C \:, l V_2_ 5"_. 1 2x10 CEIL.®16 AA ELEV, 24 9 I/2_ 9 -- TOP of ; I i TOP of V-__---.- O ¢ PLATE 'I - PLATE ' 2x6 STUDS 35'.IV4'PARALLA L _ ' LL @ I6°°c. I_ • DOWN TRIPLE 2.6 HEADER - Z �:- r STAIR _ - SINGLE ATTIC j - 4W W W ..s�" TYPE 'X G.W B. ACCESS ! - . 0" x To, 1 - ON WALLS 6 CLG. 'v —_ HALL :. : O.H. GARAGE STUDIO w - n s B N CL. (n RISERS) 6 DOOR LAWN WET 6 . z EQUIPMENTx BAR. VERANDA o N _ o z SLAB FIR. % 4''CONC. w/b'rb" 10A0 WWM ON , 'AIN LEVE ELEV IS B 6' COMPACTED, RAVEL _ - -WAIN LEVE ELfV_IS' 0"' 2 q -_-- -- ---_ - TOP of SLAB -_--___-- -_ �- - 2 u Ed I PI6'°.c TOP FNC. WA ELEV't4_B '- -- _ ELEV�I4 B 1/2_ -- " C Q •� ' " - - F - WI2x58 STEEL.BEAM (SHOWN BEYOND) - - - s p c ''"' '• • L Q TRIPLE 2x10 BEAM TEE O .+ V OFFICE. :BETWEEN STEEL. - '--' ."',DAMPROOFING ON Ip° 3 - . r EEC ws ■� �"a .... - POURED CONC. NATURAL ROCK '> FOUNDATION WALL ON ,,'„ LL WEAR'RESISTANT CARPET LANDSCAPING - 20"r 10' DEEP KEYED i LA J ' _ - W (BERBER OR-EQUAL) (SHOWN BEYOND) ..FOOTING. CL. W� - - PADDING , - rOVER 4'SCOJCE SLAB - Q .� 10/IO.WWn OVER - � - --_ -- - '' „ 6 MIL POET'VAPOR-BARRIER UTILITY -OVER 6°COMPACTED GRAVEL - ` _ EL _ - _ - a 'TOP OF FOOTING EV a „- -- - P.T.2r6 SHOE TOP OF �. 6 ti .. . P ... - -ELEV,A'-tl i^.. .. t - LEL_4 1 ys° I. - -......_, ...,_ _ _ ..,... .;.:: ....„ -,'_•" __ ` 'ELEV..4•_1 n,:., ,_ - - •:. r _ t y _ q SECTION TNRU STAIR NAUU _ z z Q .. SCALE I/4„ = II_�:; - _ SECTION B SCAtE I/4 = I'-0 Q I TNRU OFFICE F . �z _ w � cl LLJ Lu 00Lu > � --- . ' - • g OBL 2x12 HEADER FOR AI .rt T LINE OF iNT ERSECTING - ^ `' - _ A3: A3 N - I O .^R ROOF 6 FRAMING _ FRAL LNG PlA (SEE TNTERSECTING DTP ROOF .. SYSTEM SHOWN' ELEV. 35-2_nTOP OFRIDGE ____ ___ ____ _____ ___ ___ ____ _ __________ ____)_______ - a --- _ -,Y---- - - ___ ____ __ _ ___ BEYOND � � U :DBI 2r12 HEADER @ _ __ __ _ __ , END OF RIDGE __ -___-.--_ 4 _ F (S4KlWN BEYOND) _ -- __----- TOP OF RIDGE ELEV.32_4_!s --� r - :(SEE ROOF FRAMIN6� 'PLAN, TIP) _ 2.12 RIDGE 'OVERFRAME'ON 2x6 - 2' _ TE @ 16"' - " 12. NAILER'ON PLYWO AI.2. .EXIST. ,. : - @\b 2'B'x4'10 R _ - 10 00 RA _ a 4S MIN_ F �O`/ER�RAFTER SYSTEM. ,--W R I- P. FIRE -2sbs RqI BEYOND. (SEE ROOF Q ��J O FRAMING PLAN, TIP - - - . GL f. PI6"oX.- FRs P/ _ ) _ .. R 6. ______ ______ _______ ____ -------------------- DOORx10 CEI J ST @I ATTIC,. °° . o -_ '. - �... xd L KIN @ % EA S II -.11 'II TITLE: _ -PlA E ' _ ' 1/2"h TOp �� - CONSTRUCTION PLATE \ -W.C.SHINGLES ^ - - SIS'T W. PARAl1LAM - ._ 56 TYPE °X" I.W.B. b i A ATIVE BOX ISH STAIR -TYV EK HOUSEWRAP - ON WALLS 4 CLG— M DECOR -1/2'CDX PLYWOOD - r 'k ._. D SS -2xb STUDS @ lb" - NOTE: G.C. SHALL FIELD _ n5 W� - "ALL SECTIONS BE FIN I STAIR O.C. LAWN ' VERIFY ALL EXISTING - +� STUDIO 4' - d, �" CONDIT ION5 AND FIELD' - , - - r h 36"HALF-WALL - -S 1/2'RIq UNFACED VERIFY ALL FOOTING< TOP - - ' ~ -FIBERGLASS BATT EQUIPMENT - ' LAETOI - I :.:. TTP. 2rd FLOOR CONST: -)WOOD CAP : INSULATIONCF WALL ELEVATIONS TO - ° CRO-1/2"BLUE BOARD _ FROVIDEWALL PROPER ALIGNMENLED OVER OF NEW AND EXISTING. _ ' 'w/SKIMCOAT " ONG, SLAB FLR.PLASTER w/6"xb" 10/10 WWM ON - (R19):FiBERGL.BATT INSUL)- - NATURAL ISSUED. ....... ...... ..... . _._ .... ._ _ 6--COftPACT E.D..GRAV EL._ .:, _ -_.._ ._._ ..PATH ELEV IS-O'y MAIN:LEV EL - - ' NEW OSLAB LEV EI_ Ir .. .___._.-. .-...._-._ ..._ �EOP OF FND. � --- - - i � V I STOOP GRADING 08(UI(U7 --- -E.L - — EMSIONS. EV.-14'-0 I/2' TOP'�OF FCUNDA ION EYJ4_�kL' I DUCT SPACE12 - •t•T .. TYP FROST WALK: " "_ STEEL BEAM FINAL OFFIT SIZE FO10"CONC NDAT TOP OF FOOTING W TO BE DET ERMINED., TTP FULL FOUNDATION FOUNDATION , I-. PER DUCT 5121NG <.glT UntN0U5 DAMPFROO7. FING WALL / A ELEV. 10'-.10"! - 2.4'STUD WALL :.ON 10°CONC. FOUNDATION WALL.. CN 20110' DEE - V w/R13 BATT INSUL. j KEYED CONC. 28'-O" WEAR RESISTANT CARPET OVER ON 20'r10- DEEP FOOTING 3- INSULATED PADDING OVER KEYED CONC. FOOTING CONC,SLAB (BASEMENT) w/6'rb'10/10 WWn OVER ! 6 MIL POLY VAPOR BARRIER OFFICE OVER l 6'''COMPACTED GRAVEL DRAWN BY: JJ1\.' --.EL EY_q—,L_?, - OF FT .'�------- - - - - PROJECT# TOP --.- - PROJECT NO. 10'-2".. _. 20'-5 - n - DRAWING NO.: C SECTION TNRU EQUIP. STOR. SCALE I/4" I'-0" CROSS SECTION TNRU STUDIO A3 . 1 = D... SCALE STAMP! TYPICAL ROOF CONSTRUCTION -RED CEDAR SHINGLES (TO MATCH Ry EXIST.) jOTF -ON 15a BUILDING FELT -ON 1/2' COX PLYWD. .. KRAFT FACED R-30 INSULATION @/G" '•c 12 _- 6L:_'�- 2x10..CEIL_1015TS.@.16::o.c-..�. .�.. - �2x 10 CEIL. JOISTS @ Ib" o.<� J .. .. 15a BLDG FELT o _ - -_ _ STRAPPING Ixb TONGUE t GROOVE BOARD 5/8' EXTERIOR GRADE PLYWOOD t� I 16't SOFFIT ¢gyp @I6"o.c. TYPICAL EXTERIOR WALL CONST - STYROFOAM BAFFLE �p W.C, SHINGLES 5 1/2" EXPOSURE , -TYV EK HOUSEWRAP 3Yi z I�" PA RALLAM I1LVi m m 1y,0'L' Iw/SKINCCAT -1/2" CDX PLYWOOD OQ9 .2x10 ..JOISTS:BIb'o ! a a PLASTER - SMOOTH -2z6 STUDS @Ib"o.c.- C SIMPSON HURRICANE CLIP(TYPICAL - I/2" BLUE BOARD -5 1/2' RI9 UNFACED � 6 w/ VEN. PLASTER FIBERGLASS BATT INSULATIONI FASCIA SYSTEM TO MATCH EXISTI (SMOOTH) -POLY V.B. R30 INSULATION :_I TRIPLE 2.5-.PLYWD HEADER l TRIMLINE VENT STRI 1/2'GYP- BOARD - `:.I ' - I 1,3 STRAPPING O tEXTERICR RAIL]: - LL ,�.} I { - R 2x6 MAHOGANY TOP-RAIL N S FRo SECTION TNRU PORCH ROOF � u DOUBLE 2X4 PLAT 2z10 WIND BLOCK, TTP,0 S u EACH BAT 1 �Q9j I 2x4 WOOD RAILS _ SCALE: 1/2"= 1'-0 ( 1 %, dto. 1:19 WIRE Z $} I ROPE 316 55. U ¢ WIRE ROPE ATTACHED TO w 8 END FASCIA DETAIL �hf RAIILEA05Y TURNBUCKO ES: 2z4 HANDRAIL Q U G && I SCALE: 1°= I'-0" ' j 34y'd1o, Ix 19 WIRE ROPE 316 55. 3 g ! WIRE ROPE ATTACHED TO END P0575 { �V� O /SUNCOR'S RAILEASY TURNBUCKLES. V=l 2 315'SPACING o.c.WIRE to WIRE. ■EEC 3/4'T12 PLYWOOD GLUED t NAILED - :•�= O - - _ W/PL-400 GLUE ,' 4,4 POST 1 r— FLOOR J015T(SEE FRAMING)— _ R30 INSULATIO 2z4 WOOD BOTTOM RAIL .. 4.4 POSTS - I - 2xb"MAHOGANY TOP-RAIL 2X6 PRESSURE TREATED 51-t 2x4 WOOD RAILS • FIBERGLASS SILL SEA - WALL MOUNTED HAND di.. Ixl9 WIRE a5 REINFORCING BAR - RAIL, THIS PORTION - �_ - Z777777777- W RE ROPE ATTACHED TO - COPPER TERMITE SHIELD - END POSTS w/SUNCOR'S /W, U RAILEASY TURNBUCKLES. Z �( 1/20?X 14°ANCHOR BOLTS®4 0 - SIDE VIEW - z W �CCl j O.C.2 EA CORNER AND OPENINGS ,b - _ -J \\ 2 10 @Ib'.,o - -- -- - - - - - - Q G 10'CONCRETE FOUNDATION WAL /�,/,\//\\//\\ " • " '� a - -- - O T �1 Lu Lu 10" o 0 W C TOP OF FND. WALL DETAIL � uj - ------ --- - Q ~ W h a C/� SCALE:- I"= I'-0" O _2. -5'-4. 2'_2. I'_O. Cn , P.T.2,6 SHOE tc1'-B° OVERALL BETWEEN 12" COLUMNS WHITE CEDAR SHINGLE SIDING EXPOSURE TO MATCH EXISTING ` - - TYPAR, TYVEK, OR EQUAL HOUSE WRAP ' - /' 1/2' EXTERIOR GRADE PLYWOOD __.- _ RAILING DETAIL - 2.6 STUD WALL -. 4'CONC SLAB- - 5K' KRAFT FACED R-19 INSULATION SECTION TNRU STAIRS 2X6 P.T.SILL SCALE: 1/2"= 1'-0 COPPER TERMITE SHIELD(TYP,) - - - '. - _ TITLE: I/2° ?ANCHOR BOLTS b 4'-0'O.C. ° < - - 14' a5 REINFORCING BARS 10'CONCRETE FOUNDATION WALL DETAILS _ - BLOCKING AS REQUIRED .. T7P. 2.10 CE1L J5T5. � I - 10" _2x4s @24"o c_BLOCKII. :I .. _ - STRUCTURAL PosT 11: 'I - DATE ISSUED: TOP OF FND. WALL DETAIL 1 = oerouo� 2 es WRAP POST uw/ j I 'I REVISIONS: 3 SCALE: I"= I'-0" 1x PVC P�DC 2 IDS (, ' DECORATIVE BEAM: TRIM. I 1� BP�L J�� NATURAL, CLEAR SHIM AS REOUIRED FIR TRIM FOR PLUMB / ' ��• 10'CONCRETE FOUNDATION WAL ' C� 2 v5 REINFORCING BAR - 'J 7 DETAIL BOX B EAi 1- 3/5" REVEAL ���•77� J 2x4 KE DRAWN BY: JJM OF X 20'OT CONT.'- FOOTING BOTTOM o �' L U I"1 N DETAIL OF FOOTING 4'-O'BELOW GRADE ° pROJ20j17T{ PROJECT NO, : WING NO.: 4 FOOTING DETAIL SCALE: I"= 1'-0" A4 . 1 NORTH WALL EAST WALL SLATE TILE STAMP: DOOR TO STUDIO: - (PAIR ROGUE VALLEY u1501 or HEAD eq,ol) 5' WIDE x 7' TALL CA51NG CLEAR OAK �S \�.`Q \ STAINED T OVER OUR-ROCK CEM. / \ WOOD MATCH _ BACKER BOARD f�';(' CORIAN MANTEL c- LATE TILE SIDE ci z / 4i No.7T8S / \ / \ C%SING - m CLEAR p � OAK, MA s a (STAINED z — ---� p 0 O TO MATCH a — •t,.� �9.� rD DOOR) L un \ /Q ID \ / = LL STUDIO LL T 6 6'-O" I SCnLE: v1 r-o I). ALL INTERIOR RUNNING TRIM AT FIRST FLOOR LEVEL TO BE CLEAR WHITE OAK STAINED NO E: STUDIO 4 12" HIGH x 26° DEEP CONT..HEARTH AND URETHANED (COLOR SELECTIONS by OWNER) 2 SCALE: I/2" I•-0' .. y V SLIDING DOORS TO VERANDA: SOUTH WALL V WIDE FTA L T WEST WALL - U w_ 6' WIDE x B' TALL - TYP. !or 3 - DOOR TO FOYER/STAIR HALL: DOOR TO BATH: O UUq r" (ROGUE VALLEY U4020 or equal) (ROGUE VALLEY a4020 ar eq) m Q ' 6' WIDE x 7' TALL 2'G WIDE x 7' TALL I li ii it j — zjO /A ■� _J I LLJ i _ \ W Q Uj / z � Q G W W , ST U2D 10 q ST U�D I O w J C LU o 0 uj N > c NORTH WALL EAST WALL SOUTH WALL WEST WALL Q = w cn UPPER UPPER STAIR ' . cn O DOOR TO CLOSET: DOOR TO STUDIO: UPPER (ROGUE EXTERIOR: - I� (ROGUE VALLEY a4020 or equal) -FOYER (ROGUE VALLEY -4020 or ecryau - FOYER - LANDING FOYER - _ (ROGUE VALLEY a401G or equal) C� c'7 V4 WIDE x 7' TALL 6' WIDE x 7' TALL - 3% WIDE x 7' TALL / - TITLE: I\ O C 2.4 HANDRAIL - - \ O \ \ / \ ° dlo. Ix lq WIRE ROPE 316 55. WIRE ROPE ATTACHED TO END - \ w/5UNCOR'5 RAlLEASY INTERIOR TURNBUCKLES. 31/° SPACING o.a. j�' O \ - O OO WIRE to WIRE. ELEVATIONS \ I / 4x4 POST /i %,ii/ - \ HELF AT TOP OF ,i iii'i/ice ' - FOUNDATION WALL i '/ - LOWER LOWER - LOWER 6 DATE ISSUED: FOYER FOYER -" FOYER oelo!!o� DOOR TO STORAGE: WALL MOUNTED' •���= , y\ DOOR TO CL05ET: DOOR TO OFFICE: (ROGUE VALLEY -M1011 NAND RAIL, THIS ✓ - , REVISIONS: (ROGUE VALLEY vMl01l or equal) (ROGUE VALLEY a1-11011 or egual) // or equal) PORTION - ✓ - 5'O WIDE x 6'6 TALL 3'0 WIDE x 6'8 TALL 2'6 WIDE x 6'6 TALL Z Q \ I i i i, --- T DRAWN BY: JJM - PROJECT#: PROJECT NO. ` DRAWING NO.: UNFINISHED \` UNFINISHED OWER ' STORAGE \ STORAGE LOSET STAIR HALL STAIR PALL STAIR NALL STAIR HALL A7 . 1 /2 NORTH WALL EAST NALL SOUTH WALL NEST WALL STAMP: • _ DOOR TO STORAGE: DOOR TO STUDIO:: (ROGUE VALLEY a4020 or equol) (PAIR ROGUE.VALLEY STYLE Sol �.t�•P�` 3'0 WIDE x 7' TALL OR EQUAL) 5' WIDE x 7' TALL gP Flij A - _� tiv •7 0_0J• _ ( FROSTE d �~ P GLASS - / vJ' .. U W z WET BAR WET BAR nn WET BAR to SCALE: I/7" I-O II SCALE:IL2 . I•_O" -I SCALE: lit _0 - _ SCALE: I/2• I-O" f5 U x z NORTH WALL EAST NALL SOUTH WALL TILE NEST WALL z - " - J U --. 2x2 SHEET MOSAIC Z w < -' TILE DOOR TO STUDIO: CCRIAN -_ - (ROGUE VALLEY a402O or equal) .. O u t-------------------------- 2 SILL _. MIRROR - VERIFY SIZE 2'b WIDE x 7' TALL + .: - ...! 9 - • m K 3 g V` y ` LAYOUT.w/OWNER �■B BUILT-IN -- `LIGHTING.- VERIFY - - _ - - - ■EEC NICHE _ FIXTURES 6 LAYOUT \ ._ _ - - - ■E� IZE w/OWNER \ T.B.D. z - \ - _ __ --------------------- C ____ - - - _ -- - _ - LI.J SHO .._- CABINET .. WEf3 „=_ - - Uz SHOWERY, C' WC .SHOWER WC i BE.'Gf.1ND]:]._ii_ - Z W Q LLJ BATH F� °"' ! 14 BATH I'_O I5 BATH I o I6 BATH O _ w z o Q O LLI C/� Q O N C J Q LLI Q cwn U) � r - TITLE: INTERIOR ELEVATIONS _ DATE ISSUED: 08/01107 REVISIONS: DRAWN BY: JJM PROJECT#: PROJECT NO. . - - - DRAWING NO.: A7 . 2 NORTH WALL EAST WALL STAMP: DOOR TO LAUNDRY: - (ROGUE VALLEY I'-Wt a 11011 or ¢gal) WEIGWT OF BOX DETERMINED - 3'0' WIDE x G'8 TALL BY SIZE OF S�AIR L BEAM. W IDTW OF BOPENDS z VPON SIZE OF DUCTS. _ — COORDINATE AC J / CONTRACTOR. - W V / =IQ � c U \ U LL w CE (BASEMENT LEVEL ) OFFICE lL R 21 SCALE:I/2T I'-px 22 SCALE: I/2' • I'-O' 5 U i Z SOUTH WALL WEST WALL o� E .DOOR TO TOILET:^ DOOR TO STAIR WALL: . -(ROGUE VALLEY (ROGUE VALLEY 4M1011 or egvol) uMlpll or egol) m Q g V0 WIDE x 6'8 TALL - 2'6' WIDE x 6'8 TALL ■E� O 5 �E� f I CI / I / Lu Lu U / Lij Q / LOU � 23 xALE: I/2 . I'_p OFFICE z Q OFFICE 24 SCALE:I/2 . I•_p wcn L j O w J C NORTH WALL EAST WALL SOUTH WALL WEST WALL 0 o w > f J Q w LIJ c~n MIRROR - O DOOR TO OFFICE: - ((ROGUE VALLEY VERIFY SIZE 6YOUT . MIOII ar egal) w/OWNER -n) TALL 10 / '�"—LIGWTING. VERIFY. FIXTURES 1 - - -. Z I / LAYOUT r w/OWNER - - o " TITLE: INTERIOR I ELEVATIONS 25 CAA�,�2 r-o. I'_p 26 SCALE:I/7 I'-0' 27 SCALE. 1/1 I-p 2g LAA V2• I'_p c ' WEST WALL - NORTH WALL EAST WALL SOUTH WALL WEST WALL - - - DATE ISSUED: 08101/07 REVISIONS: DOOR TO OFFICE: ED. TO MECW RM. (ROGUE VALLEY TO PLUMBING EQUIPMENT RM. U����RLL F IN or W30 30 W30 TWERMATRU n .MICA egol) THERMATRU a FIRE RATED 2'8' r 6'8" 3'0' WIDE x G'8 TALL FIRE RATED 78 x 6'8' - \ \ I \ \ O O O O \ \ \ nffl: (kZ f Yam a El \\ \\ MA amity DRAWN BY: JJM pt}�} PROJECT#: PROJECT NO. o DRAWING NO.: 630 A7 . 3 2q LAAUNDRY 30 LAUNDRY LAUNDRY LAUNDRY 31 SCALE: 1/Y . 1'-0 32 SCALE: I/2 • I' EAST HALL SpUT(HALL HEST HALL STAMP: ROOM FINISH SCHEDULE ROOM FLOOR BASEBOARD WALLS CEILING REMARKS �SA�RED UL F �y/T STOCK FINISH NORTH SOUTH EAST WEST Q� 0 HARDWOOD FLOORING V BLUEBD, w/VEN. Y2" BLUEBD. w/VEN, J" BLUEBD. w/VEN, g" BLUEBD. w/VEN, yx• BLUEBD. w/VEN. V L STUDIO 5/q r B FLAT CLEAR OAK, STAINED PLASTER (SMOOTH PLASTER SMOOTH PLASTER (SMOOTH PLASTER (SMOOTH) p - 1- ( SEE SPEC / ALLOWANCE ) ) (SMOOTH) ) PLASTER (SMOOTH - S f4•-f 12x12 NON-SLIP CERAMIC TILE 1.5 PVC 5PEEDSA5E WHERE EXPOSED G $' GREENED. w/vEN. )�' GREENED, w/VEN, Y2' GREENBD. w/vEN. )�" GREENED. w/vEN. Y2" GREENBD. w/VEN. 12X12 CERAMIC TILED WALLS a BASE 8 BATH w/SHOWER (SEE ALLOWANCE) NOT IN SHOWER PLASTER (SMCOTH) PLA57ER (SMOOTH) PLASTER (SMOOTH) PLASTER (SMOOTH) PLASTER (SMOOTH) (IN SHOWER)TO BE SELECTED No.T789 BY OWNER UNDER ALLOWANCE YAI`'Mg0UT'T'TPOF r. uARDwOOD FLOORING Yj' BLUEBD. w/vEN. Yx" BLUEBD. w/VEN. Y7" BLUEBD. w/vEN. V' BLUEBD. w/VEN. Yx" BLUEBD. w/vEN. MINI BAR ( SEE SPEC / ALLOWANCE ) 5/4* B FLAT CLEAR OAK, STAINED PLASTER (SMOOTH) PLASTER (SMOOTH) PLASTER (SMC\77H) PLASTER (SMOOTH) PLASTER (SMOOTH) r STORAGE C w - FOYER BERBER CARPET OR EQUAL)ON PADDING 5 vq 8 FLAT POPLAR, STAIR uAll ` CLOSET OVER SEALED CONCRETE r u PRIMED , PAINTED U U_ OFFICE F Z w 12.12 NON-SLIP CERAMIC TILE 68 PVC SPEEDBA5E Yx" GREENBD. w/VEN, Y>' GREENBD. w/VEN, $' GREENBD. w/vEN. Y2"GREENBD. /VEN, Yen GREENBD, w/vEN. Z LAV (SEE ALLOWANCE) PLASTER (SMOOTH I PLASTER (SMOOTH PLASTER (SMOOTH I PLASTER (SMOOTHI PLASTER (SMOOTH & N SEALED CONCRETE,FLOOR - )l' BLUEBD. w/vEN. Y�" BWEBD. w/VEN. Yz" BLU EED. w/V EN. k'" BLUEBD, ./VEN. - - j U S m LAUNDRY PLASTER (SMOOTH) PLASTER (SMOOTH) PLASTER (SMOOTH) PLASTER (SMOOTH) MECHANICAL /UTILITY NO BASEBOARD EXPOSED CONCRETE HOUR RATED: FIRE TREATED -}6'TYPE 'x'Gw6. EXPOSED CONCRETE 36' TYPE 'X'GWB. t5'TYPE 'x'G.B.Gwe. Z F- PLYWO WALL PANELS �U <a Z 8 x NO BASEBOARD I HOUR RATED ENCLOSURE "` HOUR RATED SPACE " O U C, LAWN EQUIPMENT �'TYPE �x'.GwB._ - ._ m� � ■� O NOTES: 1). ALL INTERIOR RUNNING TRIM AT FIRST FLOOR LEVEL TO BE CLEAR WHITE OAK STAINED AND URETHANED (COLOR SELECTIONS by OWNER) 2). ALL INTERIOR RUNNING TRIM.AT LOWER LEVEL TO BE POPLAR - PRIMED 4 PAINTED, 2 COATS (COLOR SELECTIONS by OWNER) - - - EXTERIOR DOOR SCHEDULE WIDTH R.O. HEIGHT R.O. DOOR SIZE - - NUMBER MANUFACTURER MODEL GLAZING SPECIES FINISH HARDWARE - NOTES A ANDERSEN CW125 CASEMENT 2'-4 7/8" V-4 7/5' -- WIDTH HEIGHT B ANDERSEN CXIA24 CASEMENT 6'-0. 4'-O' ? -- - - OI ROGUE VALLEY 401G 3'-6' 7'-0' CLEAR WHITE OAK .T.B.D CONTEMPORARY SET IN BRUSHED NICKEL'(OR EQ.) ENTRANCE DOOR - - 02 THERMA-TRU M-I13 3'-0. 6'-B" NONE -- - - - GARAGE 51DE DOOR C ANDERSEN AN35I AWNING 3'-5 3/8" I'-9" - -- -- - - 03 ANDERSEN FWG 6080 6'-0' 8'-0. CLEAR - -- -- (IE. "MILLENIUM-) VINYL CLAD W W ).T PROVIDE SCREENS AND FULL HARDWARE PACKAGE ALL UNITS ( 'CONTEMPORARY SERIES" - 'DISTRESSED - 04 MATCH EXIST. MATCH EXIST. 9'-0° T-O' NONE MATCH EXIST. -- -- O.H. GARAGE DOOR U z BRONZE• AT FIRST FLOOR UNITS 'WHITE' AT LOWER LEVEL UNITS - TYP. Lu Q 2.). PROVIDE CONTEMPORAY SASH LIFTS (WHITE) 6 ESTATE SERIES LOCK 6 KEEPER z Lu 3). MUNTIN BAR5 h" PROFILE APPLIED BOTH SIDES (SIMULATED) DIVIDED LIGHTS - INTERIOR DOOR SCHEDULE O Lu Cn. W (WOOD ON INSIDE f CLAD ON OUTSIDE) W J _ DOOR SIZE ~' f— Ly W J 4). PROVIDE MANUFACTURER'S OR SITE BUILT EXTENSION JAMB5 AT ALL EXTERIOR WINDOWS IN 2XG FRAMING NUMBER MANUFACTURER MODEL GLAZING SPECIES FINISH HARDWARE NOTES O W WIDTH HEIGHT Q F-- N Q Lli ,OVER WETBAR SINK: IN BASEMENT OFFICE: IN SHOWER: 05 CUSTOM CUSTOM 2'-4' 7'-1' NONE WHITE OAK T.B.D. CONTEMPORARY SET IN BRUSHED NICKEL (OR EQ.) -- J W N C/) _ 5-0°° 5/4 x 5 FLAT a 6•-0' 3•-5" - - _ - -- 06 ROGUE VALLEY 4020 6'-0. 7'-0. SATIN WHITE OAK T.B.D. O I x 5 PVC __ __ POPLAR HEAD 07 CUSTOM CUSTOM 2'-b' 7'-O° NONE WHITE OAK' T.B.D. 4° 2'-4�}" A HEAD CASING C0 CASING EXTEND HEAD - N A CASING , TYP. A OB ROGUE VALLEY I501 5'-O" 7'-O' SATIN WHITE OAK T.B.D. -- - 10 - EXTEND HEAD '�° EXTEND HEAD CASING J5', TYP. CASING t)q% TYP. - 09 ROGUE VALLEY MICH 3'-0' 6'-B° NONE MDF -- -- -- .i 10 ROGUE VALLEY MICH 5'-0' 6'-8' NONE MDF -- -- -- \EQ. II ROGUE VALLEY MICH 2'-6° b'-8° NONE MDF -- -- - __ C ''� ---- - -" "•' - 12 ROGUE VALLEY MIOII 3'-01 1'-8" NONE MDF ' O - 13 ROGUE VALLEY MIOII 2'-6' b'-B° NONE MDF -- - -- -- C 14 THERMA-TRV M-113 -- 1 r 5 PVC B CASING 15 THERMA-TRU M-113 3'-0 b'-B' NONE I . 5 FLAT C -- -- - TITLE: B POPLAR _ IG ROGUE vALL EY 4020 3'-0° 7'-0" NONE WHITE-OAK -- - - CASING CORIAN STOOL CAP - . - - 45 MIN FIRE RATED rSOOL GAP Ix5" FLAT CLEAR OAK APRON 17 CUSTOM - CUSTOM 2'-B'. 4'-10' NONE STEEL T.B.D. '- IN ATTIC LOCATION POPLAR APRON O B O _ NOTE: PROVIDE SCREENS AND FULL HARDWARE PACKAGE ALL UNITS ( 'CONTEMPORARY SERIES' - "DISTRESSED - - INTERIOR TRIM FOR THIS WINDOW TO INTERIOR TRIM FOR THIS WINDOW TO INTERIOR TRIM FOR THIS WINDOW TO BE BRONZE" AT FIRST FLOOR UNITS "WHITE' AT LOWER LEVEL UNITS - TYP. _ BE CLEAR OAK IN STAED (TO MATCH BE POPLAR, PAINTED WHITE, (VERIFY PVC TO MATCH CABINETS SCHEDULES INTERIOR HARDWOOD FINISHES) COLOR w/OWNER IF DIFFERENT) - - -- - - - SLIDER in Multi Purpose RM + HEAD CASING HEAD CASING - - MAIN ENTRANCE5/4- 5 FLAT'- r 6 FLAT CLEAR EXTEND UTILITY DOORS CLEAR OAK OAK STAINED TO 3-b' HEAD _ STAINED TO- _ - MATCH WOOD DOOR CASING 3'-0" �Ru WOOD DATE ISSUED: n INSTALL "TYVEK - O' 08)0 1 (07 FL EXWRA F' _-_ — -- _ __- �E. F'_ EXTEND + REVISIONS: / AT ALL WINDCW• SIDING— - SIDE CASING - \ HEAD SIDING OPENINGS - _ 1r 6 CLEAR OAK, \ / HEAD e CASING ADHERE INTO ROUGH (STAINED TO \ - / SIDE - OPENING ACROSS AND - - MATCH DOOR) \ / CASING REOU IRED BY R AS FLUSH UP JAMBS (MIN, 6') ♦ / COPPER FLASHING SPAN TABLE 780 CMR - - ` CAULKING \ / 0 INSTALL 1 \ / 1.5 HEAD TRIM 'TYVEK Ix5 TRIM BOARD r: - o / i FLEXWRAP' 0 / \ �q 5/4.5 STOOL CAP rS FLAT POPLAR or CAULKING �' SINGLE SIC CASING / \ DRAWN BY: JJM POPLAR or CAULKING / \ SIDE CASING - OAK uEAD - I \ I x 5 CLEAR OAK, NED TO \ PROJECT#: STAI CA ING \ PROJECT NO. 5 2x2 PVC 5" POPLAR APRON EXTENSION JAMB / HATCH DOOR) RO ECT SUB- ILL - - \5 N D RAWI G NO,: - SIDING .�/ . 4 FLAT POPLAR, PAINTED A9 . 0 TYP. HEAD DETAIL SILL DETAIL CC JAr'l (WHITE, VERIFY w/OWNER) f1 SCALE 3" - 1'-0" B SCALE 3" • 1'-0' SCALE 3" - I,_DETA I L r — __.I V STAMP: 4" CONIC. SLAB V. ` REIN., OVER 6 MIL POLY APS- - ' VAPOR BARRIER OVER 6 _ COPPER � `• `'y COMPACTED GRAVEL - - OVER COMPACTED GRADEI TERMITE C9 ? -N SHIELD PROVIDE U5 x Ik x I (TYP 0/10 WWM ON.) i 4"CONC SLAB w/CONC. SEALER - - ,� `f STEEL ANGLE PAINT1 w/RUST INHIB. PAINT----,, AINT I 41 A �6' COMPACTED GRAVEL a 4 LEVEL May YC.S�A+rr!yrY,.<�• t:''F�a Lu 303'-0" ,Q _ 10 CONC: FOUNDATION WALL m 10' CONC. m 20`s40' DEEP FOUNDATION WALL z Z KEYED CONIC. FOOTING = IC >_ 20'x IO° DEEP 2B'_0" KEYED CONIC. o ga O O V 9 3 9 6 9 3 Al FOOTING •• v Q 2 22 APRON DETAIL 2 GAR_ FND_ NALL DETAIL 5 m z SCALE:I/2"=1'-0" -- w 6 "____________ __ __� __ __ _________ ----------------- I 6 - — DROP TOP i f OF FND. @ I =U i - .. APRON s 2 Q CONT. JT�j Z w a I I I Y SLOPE CONIC. FLOOR I O U _ .tiTOP ( FOUNDATIO l - - -'" j L1/ Yb' PER FOOT Ix 3 STRAPPING @ I6'o.c. C m Q O TOWARD O.H DOOR C BLUEBOARD WITH SKIMCOAT A3' ■E� b I I• PLASTER - SMOOTH - 1 2 C - CCNT I' 5/B° TYPE 'X" GWB. OVER VAPOR - - I 4" CCNC. SLAB ON GRADE 1 I BARRIER F -- - I 6' COMPAC TOED GRA WWN CV / N 2x4 STUDS 0I6° ox. w/RI3 BATT W I I CONTINUOUS 2x6 P.T. IN5UL./2x4 P.T. SHOE SILL PLATE/SILL INSV L. - - I w/Y"0 GALV. A.B. @6'O". I T 1'TH.RIGID INSULATION BOARD ' •, -1 = ..I WITH FOIL FACE BOTH SIDES _______ __ _____ ______ _______ ____ _ ___ ________ _ TAPE ALL JOINTS WITH FOIL ' ' - 1 ------------ TAPE - __ - - TYPICAL FOUNDATICN WALL 10°WIDE x 9'-9° CONIC. wAL - J - OCATION OF STUD I -a5 VERT. @24' o.c. w/2-a5's 74B ON ' I - o - WALLS, SEE ( 20'x10" CONC. FTC. w/ O w W 1 _ , 10" THICK POURED CONCRETE WALL A BASEMENT PLAN, - _ ON 20' x 10° CONTINUOUS FOOTING - A3 - TYp 3 CONT, a5's NORIZ_ m _ 1 I SI a5 VERT. @ 24° O.C. - Z (TYPICAL) w/2-a5 T 6 B .__. - _ ..-.' w/2'x4 CONT. KEY I .I LLu r 9' 9. I 4' CONIC. SLAB OVER 6 MIL POLY r -- --.:. .. -- - ------ Q I .I VAPOR BARRIER OVER 6'COMPACTED ' I LLI \C 1 GRAVEL OVER COMPACTED GRADE o-. -- r ---" — -- - - ----------- ---- — = LU J : z Q CONTROL.JOINT, TYP - Lu j J N '� ��AISC SQUARE 1 ~ � J I. .• -,I'. _ _ Lu STRUCTURAL 30x 30x12CONC�/ .. _ O w �JJJ L-------_ j PAD G 3"x3'xY,• T 6 B BEARING, ~ FOOTING I. I Q J QLjj PLATE I a4 DOWELS 012. o.c. D - cQ O FND: WALL DETAIL L W12 x 58 STEEL A3 I�FRAMI (SEE m FRAMING PLAN) II D _ FULL BASEr'"IEN? — — 41'1" Till.@IG' o.c. r 10` ANDERSEN FWG 6080 SLIDER II _ TYP end FLOORFOOTING CONSTRUCTION: LEAD PAN FLASHING I I ' 2.6 MAHOGANY HANDRAIL IL _ o PLYWD - CONT. JT„ TYP, SUBFLR GLUED a �xb' MAHOGANY _ _ 4" CONIC. SLAB NAILED OVER' DECKING ON SLEEPERS , qx4 POST - - - -2' 10/10 WW1 POLYOVER. - i - 3 -W5" TJI's @I6"o.c' BUILT-UP NERUBB ER ?oG MIL a _`Nsz dia. 1x 19 WIRE ROPE 316 55. - - _ - BARRIER OVER VAPOR - I I WIRE ROPE ATTACHED TO END - - - TITLE: POST5 w/SUNCOR'S RAILEASY - - 3 3 Y, 6" COMPACTED.GRAVEL ` BATT IN5UL) EXTERIOR GRADE I TURNBUCKLES. 315" SPACING o.c. A15C SQUARE - I ��I SCUARE STRUCTURAL PLYWOOD SHEATHING WIRE to WIRE. - - STRUCTURAL TUBING FOUNDATION . ' TUBING ,I SLOPE 114' per FOOT e'I - --- ---- I— PLAN ____STEE_BEAn _—_—_—_—_ LINE OF BEAMS _II TOP OF L I n5 0' .t. EL EV. I4`-7' , ABOVE, SEE +I'-0 v TAPERED.2xfo.l OI5T5 I;I 2.10 NAILER _ J I I�STRUCTURAL •FOUNDATION 1.12 FASCIA .. • - N _ FRAMING PLANS - DETAILS Y TRIPLE 2x10 BEAM BETWEEN STEEL II --------------------- Ix6 BLOCKING W12x50 STEEL BEAN BOXED THROUGH TRIPLE 200.✓PLYWD i ( J HEADER - _- _-_--_-_ I ,I �kj° DI A, GAL V.A.B. _ i x 3 5TRAPPING AT I6'o.c, '---------- ---- --- ------------ ------------ ------- ----- DATE ISSUED: AnDERSEn iv ::. ------ --- i`------------------------F'=--------------------- - 08/01/07 /2" BLUEBCARD WITH 5KIMCOAT PLASTER - SMOOTH WINDOWS(SEE " "5' - ® -- - ` - r&7 REVISIONS: SCHEDULE) 1__ ___ _ __ _ _ __ ___ ______ _______ ___DOUBLE 2,0 PLATE v/SILL SEALER ALUMINUM FLASHING R6A15C SQUARE STRTUBING 3 x3r TH.RIGID INSULATION BOARD v/FOIL FACE BOTH SIDES. ASPHALT DAMPROOFING - A3 TAPE ALL JOINTS WITH FOIL TAPE (ADD.ALT, NO. I - PROVIDE _ SPRAY APPLIED "RUB-R-WALL" DROP TOP OF FOUNDATION 2,4 STUDS 016' o.c. w/RI3 BATT INSUL. WATERPROOFING 9'-0' 2'-B" 10" THICK POURED CONCRETE WALL ON 20" x 10° DEEP '•'J' - - 42'-0' CONTINUOUS FOOTING (TYPICAL) w/2-a5 T i B DRAWN BY: 1-a5 VERT. @24° o.c. �i - JJM MI A BARRIER 4' N A OVER 6 POLY VAPOR B RR ER OVER 6°CO NC, SLAB E L l E I~r PROJECT#. COMPACTED GRAVEL OVER COMPACTED GRADE TOP OF_ _ PROJECT NO. .. ' SLAB • _________ELEV_4'-II I/2_h FOUNDATIONPLAN .- DRAWING NO.: - •' o SCALE:l/4"=1'-0' I B° 3 o5s0 S1 . 0 W W W INDO IN FOUNDATION ALL DETAIL r STAMP: 46 Fp4,�LC eA@ ��LL �t�_ �:ju AAA . C U F U A3 _ U 2.9 2 e _ . m Cd - a3 6S o o IMF N ' N A - A3 IE I I I I I-. I Ials°ITJI IJo1$Tsl @;ik° ol<. I I I I I �I, : m l I I .I I I I I I 11 I I AI5C 616 4TRu�Tur�aL I ''i WLu T�11111 3{3�I Y TIMBERSTRAND �I EAC E D OI ST EL EA N _ --- -- -- — q z0 W Q Q K. --- --— -- ' -------------- � � --- ------ I — -- _ W --- -- L W — — -----------.—— ----- ----- --------- Q N Q C D Q J W ---—— —— —._.—. _.--- --_.———.— 3 Lu --- --------------- - ---- -- = O N - N •.'' — — ----.�.....-'�------------ Q ' - Q — N —— ——— — ——------------ ------ ----- ----------- - N -----— —--- - -------------- N —--N ' —-----_--- -- __-___.—.— — m -------------- I. r �. 'I - TRIPLE 2x10 BEAn _ IzIR ,'I I - �®_7� EA IE I -- -- TITLE: SzT A I —T--T- - STRINGER 1-- k - - - 3/4' TIG PLTWOOD GLUED II NAILED W/PL-400 GLUE I i i I i i i i j i i i i i i i li i i .i i l l l FLOOR JOIST (SEE FR—ING) `M�:_"o III FFRAMINGR30 NSULATIO T�PEIJED O lOi5Tj PLAN s OP� I/ FSOTI R - 2%6 PRESSURE TREATED SIL 1 DBL 2.8 NAILER ()j" DIA. GALV. I —1:;-_I I I I I ,I- _i I L' .� -? - •. TFJRU BOLTS @I2. o.c. 1�-- {'- -_ .{-=_k=__.F- {=•= —t ..1:_-_l _= —:-F-`i� a' co FIBERGLASS SILL SEA STAGGERED) --- i" - AISC SQUARE DATE ISSUED: =5 REINFORCING BAR _ - - - _ /+ DEADERR @ 4 HEADER @ -�-• STRUCTURAL TUOING 08/01/07 COPPER TER-TE SwIEl �� �cYi TJI4 0I6_o.c. - B 3 x 3 x y IN 00% - a3 wlNDow wlNDow REMSIONS: -- ——�� — BELOW, BELOW, I/2'?%14" ANCHOR BOLTS 0 4-0 " W12x5B TTP. A3 TTP. - O.C.2 EA CORNER AND OPENINGS STEEL GWB _ BEAN - 10'CONCRETE FOUNDATION WAL - .eq�-O" FINAL SOFFIT SIZE TO - BE COOR. w/DUCT SIZES 10° FRAME AS_REO'D- FLOOR DETAIL DRAWN BY: Jim scALE:I/2"=1'-0" 2 STEEL BEAM DETAIL FIRST FLOOR FRAj"IING PLAN PROJECT#: PROJECT NO. SCALE: 1/4"=1'-0" - DRAWING NO.: _ 1 STAMP: r A No, 783 �y +4 Fi}sPURT, . . P� 7� TH U 2 z z AI.2 DBL. 2.6 POST DBl 2x6 POST uw- 9 UNDER;EACH END OF UNDER EACH END OF I- - PARALLAM PARALLAM i .. f —. ———.—.—. _ ..— .---— ----------- In U <d — —_—.—.—.—.—_Jp z 0 O — --------- ------� ----- — pU ni ct r -- ------[ - FKAPIE-OPE'MKIT'For',D_ - ' BROSCO IMPERIAL x PDl'[=VOFtivtizmt7ER� a —_— .— C O IO'3 HEIGHT; a —.—.—.——.— A3 o ■EEEEE3 7777. 71-- = —-- a _ w/FIRE RATED DOOR a —. _-� - 2 O - —_---.—_—.— - AI.2 O V' o p�° l7 o THIS PARTITION - _ 2x6 STUDS PI6' - - ._ _CC- w 46 TYPE 'X' EA. ro ------ _ _— — DBLr6 S 2IDE(FIRE RATED.. DBL.2x8.JOST POST IN O ASSEMBLY) —. _---_—_—.-- .— _ CONTINUES T7O W�L-- � .` UNDERSIDE F ROOF _.. - WALL BELOW BELOW ( , A3 I O O —. —_—. .— — --- — — Lu — _—.— .— u..) 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II I 7 Il .q q ,11_I ! I 71I .,4 1� I . II ! (I .� FRAMING 11..Ij f .II. 11 y 11 Ij 11: I .11,. ; 1 I.. Ij 1. Ij 16 i o PLAN I I Ij ;l I I I I I 1 I I I I I I I I I I �j I I I I I I Ij ,I I I I I I I I I 1 I I I I I I I I I I I I I �j o 12xlb Ctlu G -1,0I5•s.1 1 ' I 1 1 1 j j - w DATE ISSUED: ! O s 08/01/07 II I I 1 1 1 . 1 1 . 1 1 1 1 I I I I I I I I a1 REv51 N: b m A aV x IL'," PARALLA l A3 6.6 5TRUCTURAL WOOD P05T B IN EACH COLUMN TO TOP OF FOUNDATION B A3 DRAWN BY: JJM 33'-0' PROJECT#: PROJECT NO. 42'-0" DRAWING NO.: ATTIC FRAM I NG PLAN S1 . 2 SCALE: I/4"=1'-0" 1 r - STAMP: .. x�. RED CEDAR ROOF SHINGLES(TOS RIDGE VENT \7L r B M REATHER E5� CEDAR TP, 30" ROOFING FELT \ ( t 5/6 EXTERIOR GRADE PLTW000 900F;pA - r! No. /' MA RIDGE DETAIL SCALE: I" 14,_0. _ C 2 8 O € A3 U ,2 PARALLAM ,y 'I — — 5/5' =X-ER CR GRADE_:'AOOD ®� I ——.——.——-- —. - --— - --— - t h ---- - II i I Z U -2>I 10 fkAF�ER @.16 L. - - - s-'-20FCA� �F w f p- - CL :' 2z1 RI GE —.— — —.——__ —.—— Z f� R��— RI DGE.;. 2 8 RAFtER3@ 6" .c. I I I Z+` - ——-— --——. —. — --— \4. I I I I I I ' I I I II° t ma n` sl-=scu.,;RR cnuE CHIP(- =CAL, - _- --. 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I I I 10'RAFTE 5@16"'o— I I I '° I . I I 11 I I I I I I J I ' DATE ISSUED: I 08/01/07 REVISIONS L— �_L-1 -L L—I _L L_I _L L-1 L—J —L_ A V2p IL PARALLAM (SEE ATTIC FRAMING PLAN) DRAWN BY: JJM PROJECT 42'-0' PROJECT NO LE . DRAWING NO.:9 I ROOF FRAI I I NG PLAN S1 . 3 SCALE: 1/4"=1'-0" STAMP: Ew v ( S \. EQUIPMENT Na } X 0 ' t/f- — GARAGE LLl�.. th'— —-` DOOR `MOTOR 4K..y\\Yr"r r 1 Ik•a. �S \\ — ---- /t DISCONNECT ___JB,.ATTIC OUTLET IN S / /.- - SWIT REQUIRED ® ` w m 14 GAS FIRED BOILER - DIRECT _ VENT A.H. UNITS FOR Two ZONE 1 TO PANEL IN / HTORO-AIR HVAC SYSTEM /y� d ` B5MT. ••�, /: coNOENsca \ . n6 .S LTO NEW \ F _ �... F 0 ¢ 5. SWITCH I / U ,`� w,• a12 WIRE, 20 i IN MAIN 1 T / W A A to 5ERVICE - NECN. RI"I HOUSE / FF AFF '' _ Z H�wu 1 __ ..�• ____~Frj_ 1., Q PANEL _ - LU •� STACKED 1 ANET 1 STORAGE TO NEW SUBPANEL IN H- e 'AUNDRY W/D m J� BASEMENT UTIL. MIN. 4'x4' BACKER BOARD, { / Y' BARN' yD .FF _ =U\ TREATED.w/FIRE RETARDANT /. \ -/ C \ /, m Z CLO ._ I D .\ i PAINTI /• - 1 Ulm.__../ Z ' 1 •z�. / NEW 200 AMP ELECTRICAL - 1 \ - - U a 'EIE PU PT a�FF ,I .,ll .—.. SUB PANEL I /• O - H (yam) S O U $ .7A• IF nrF ! /•b a .. AFFLAV I. I / - ■� O f 'I FAN _.. _.._ — _ - ■ BAT ■E� CLOSET AFF I A F PATE I \'.� i All -- — L --- n� N wT�FT o:-a Ea a,TLET `_- - El Fjl STAIR 1 OFFICE 1 1' �" / NERt STAIR FF�. HALL I I I I / .� STUDIO j 1 i HALL ELECTRICAL SYMBOLS. LU W CAN TO Sm DOWN 1 - ® 300 AMP ELECTRICAL SERVICE TK ! L Lu 1 - (2-I50 A 30 CIRCUIT PANELS) w \ C r FF ELECTRICAL METER SOCKET Z 0AT TOP '\ / I c OF N , _ _ STANDARD D RECEPTACLE -STAIRS - �- - - " _ - _--__-AF-- -- - - OU D UPLE GAN ) RECEPTACLELu \ 1 �3 �\ .r.F _. : ��m AF 5 DUPLEX RE TALL O = Lu > J i CLOS •\ _..—.. .ar1 A R X(4 G F— �-- C > J _LUNFINISHE AFF •.\ I —CELL. i ••� - -A' — - Aa -- A 240 VOLT OUTLET Q O Lu l> \ is �Y :.--HALF SWITCHED RECEPTACLE Q J Lu F-- \ \ ^ O ' WALL --' GROUND FAULT PROTECTED RECEPT. WASH) - �. 4 \ ; F / VERANDA �\ % � / ' ,. - \ \ I: EXTERIOR WEATHERPROOF RECEPT. U c*) \ N -o AFF CEILING OR WALL FIXTURE _ __ WALL SCONCE FIXTURE 72° FL. TO SOT. OF �TO NEW - _ -FIXTURE UNLESS NOTED SWITCH - Cf SURFACE MOUNT SPOT IN MAIN LONER LEVEL ELECTRICAL PLAN HOUSE FIRST FLOOR ELECTRICAL PLAN o - RECESSED CAN LIGHT SCALE: 1/4"=1'-0" - - SCALE: 1/4"=1'-0" - - �_m CELL. MOUNT EXHAUST FAN - L TIRE: FAN / LIGHT COMBINATION • - `FO PADDLE FAN-'CEILING MOUNTED ELECTRICAL FIXTURE SCHEDULE a STRIP FLUORESCENT FIXTURE ELECTRICAL OR LINEAR LIGHTING 5TM. LOCATION TYPE MANUFACTURER'S UNIT - REMARKS - FLOODLIGHT PLAN ' ELECTRICAL NOTES A PORCH LIGHT TO BE DETERMINED BY OWNER 'JAPANESE STYLE' S SINGLE POLE SWITCH. - 8 UPPER FOYER - TO BE DETERMINED BY OWNER (IF NOT STOCK ITEM) MAY BE SPECIALTY or RECESSED CAN S3 -THREE WAY SWITCH O WET BAR (GENERAL) RECESSED IN CELL LIGHTOLIER ❑00 - (6 3/4") STEEP,SLOPE DIFFUSER: W14ITE ACRYLIC _ S° OINMER SWITCH DATE ISSUED: I) ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 9) ) /II33WI-1 BAFFLE - 08/01/07 THE MASSACHUSETTS ELECTRICAL CODE COUNTER TOP OUTLETS 70 BE MOUNTED AT 42"3 FLOOR LAUNDRY/UTIL./S70R. CELL MOUNT 5EAGULL LIGHTING 5967-15 DIFFUSER: WHITE ACRYLIC DROP LENS SA FOUR WAY SWITCH TO CENTER LINE OF OUTLET. D TRIM 9522-155-FLUORESCENT REVISIONS: ELECTRICAL CONTRACTOR (EC) SHALL PROVIDE A 10). INTERIOR SHOWER RECESSED'IN CEIL. PIMTOR8 RI CAT 5" DIA. HOUSING w/ LAMP: 75 w PAR 30 - DIMMER SWITCHED S' THREE WAY DIMMER SWITCH 2)' COMPLETE 200 AMP UNDERGROUND ELECTRICAL SERVICE PROVIDE MIN. 3 SEPARATE CIRCUITS AT E 5052 FRESNEL LENS FINISH: P5 - FOR NEW SUBPANEL, WHICH 15 TO BE LOCATED AS SHOWN KITCHEN-ISOLATE MICROWAVE OUTLET FROM COUNTERTOP LI- TOLIER 1100 IC (6 3/4") w/1185 PERMA ON PLANS. 11). OUTLETS. F 5TUDIO/STAIRS - RECESSED IN CEIL WHITE WALL WASHER CAMPING. 40w DIMMER SWITCHED TELEPHONE JACK 3), PROVIDE TV [ TELEPHONE SET IN 2" PVC CONDUIT IN 12) INSTALL SWITCH/WIRE TO BASEMENT FOR POTENTIAL G BAR (OVER SINK) RECE55ED IN CEIL. TO BE DETERMINED RECOMMENDED DIMMER SWITCHED D CABLE Tv JACK UTILITY TRENCH. ADDITIONAL SITE/LANDSCAPE LIGHTING. CATV 4 13) H BATHROOM (UPSTAIRS) - WALL MOUNT TO BE DETERMINED VANITY LIGHTING Q THERMOSTAT )' FIXTURE OUTLET AND SWITCH LOCATIONS ARE PROVIDE SQUARE 'D' CIRCUIT BREAKERS ONLY-NO ' DIAGRAMMATIC ONLY- EC SHALL LAYOUT ALL SUBSTITUTIONS. J BATHROOM (DNSTRS.) WALL MOUNT TO BE DETERMINED VANITY LIGHTING DOORBELL _ FIXTURES, RECEPTACLES AND SWITCHING OPTIONS WITH PROVIDE OUTLETS FOR SINGLE OVERHEAD GARAGE DOOR BASEMENT OFFICE RECESSED IN CEIL. TO BE DETERMINED OPTIONAL DIMMER SWITCHED OWNER AND ARCHITECT PRIOR TO ROUGH INSTALLATION K IN FIELD. 14). OPENER. CHIMES DRAWN 5). JJM L CL05ET CEIL. or WALL MOUNT LIGHTOLIER 4%6-15 FLUORESCENT-WHITE MAY SUBSTITUTE w/FLUORESCENT BULB ALL FIXTURES DENOTED AS 'BY OWNER" SHALL BE PROVIDE 3-2 LAMP COLD-WEATHER BALLAST TYPE _ Je JUNCTION BOX - PURCHASED BY OWNER AND INSTALLED BY EC. THIS FLUORESCENT FIXTURES AT GARAGE LOCATION. N LOWER FOYER CEIL. MOUNT TO BE DETERMINED MAY BE SAME AS 'K' PROJECT#: PROJECT NO. PERTAINS TO LIGHTING FIXTURES AS WELL AS OTHERS, IS). PROVIDE WITH LENS, TYPICAL, _ 5© SMOKE DETECTOR 6). SUCH AS PADDLE FANS N UNDER STAIR STOR. CEIL.. or WALL MOUNT TO BE DETERMINED OPTIONAL - USE ENERGY SAVER BULB DRAWING NO.: ALL SMOKE DETECTORS SHALL BE HARDWIRED EC TO COORDINATE WITH HVAC SUBCONTRACTOR TO P LAUNDRY UNDER CAB. / TASK TO BE DETERMINED MAY SUBSTITUTE w/OTHER IF NO CAB. O CARBON MONOXIDE DETECTOR PHOTOELECTRIC TYPE AND INSTALLED PER TOWN of PROVIDE WIRING OF ALL THERMOSTATS, AC UNITS AND -7). LE - HEAT O GARAGE NG/COOLING SYSTEMS. INTERIOR CEIL. MOUNT TO BE DETERMINED .NAY BE COMBINED w/DOOR OPENER RA REEVIEWVIEW A ALL LOCCATIONS FIRE DEPARTMENT REQUIREMENTS.PRIOR 70 INSTALLATION WITH ELEC. WATER BOILER EC SHALL PROVIDE AT LEAST ONE KEYLESS PORCELAINE I PROPER TOWN AND FIRE OFFICIALS. R GAR. SIDE EXTERIOR WALL MOUNT TO BE DETERMINED OPTIONAL HATCH 'A' - EXTERIOR FIXTURES 4 ELECTRICAL OUTLET WITHIN EACH ATTIC 8), SPACE. 5EAGULL LIGHTING 8642-12 ADJUSTABLE LAMPS: 2-90W/PAR30 a MOTOR HALF SWITCHED OUTLETS IN ANY ROOM SHALL BE WIRED 5 VARIOUS EXTERIOR WALL MOUNT SWIVEL F OCD LIGHT ' WITH "3 WIRE'. 120 VOLT WIRING f 1 as per �a FLOOD ZONE: ASSESSORS REF.: >° "� k •" T Nek e /25001C0757J t F �; d',q mF tY \ 9 C+ re,Jury TO,� ,' O \ \ I c^ q s S87'00'42 E se Zones AE EL12, VE EL14 Ma 114, Parcel 053001 z t = ar i r 7i• O Fnd ( ) ( ) p r `i 0 f S'� G+xx � A•• °@ : "d & 0.2% Annual Chance of Flood Based on Ma �T P # a, u x D ' I II i 25001Co757J OVERLAY DISTRICT: July 16, 2014 AP - Aquifer Protection District /0�` �`1 O 1 1 I ( ( I I rtfj"E '1 { //' \\ '�'\ '• ♦ a ;r � s 4 �.'i.rs'a]�r�r. t �5 1 1132, an. �(J 1 I \ —� '6,� 9• � ,. Locus•` l� - —2�I ; uiht "A� y�'^'�% / I M F 1 \1"5 '^I11 "1 11I (i N/F heel A k r T S a a o ! t�-'' _ r, a w f o tl`A-' ^may' — / 1 \ ( ,� .9' O I I 1 \ \ /{. /j / / )4'/ / - \`Jo^Rewnctlon Line ` Tap or CB/ON see D.vt/t`,2B4_, CByON LOCATION MAP: Scale: 1" = 2000'f ///•��� \ 1 / / / / .'7 ,m � 9om Q,9.J' y to i 1 FEW Zone Lin ; , 1 J ZONE: 7z j m Per FEMA Map 1 / / Sa......._..... ,as , p2500,C0757J I I iJ I 1 / 3 ,T,U \ 1 r l rev Jely,e,zm4 1 ; RF-1 I Area (min.) 87,120 SF (RPOD) Cod 1 y l \ PRO \ I \ «I Fron to a (min) 20' ND£s/T AS uwr OF \� \ \ Entry jrF 0 1 1 Width min) 125' WORK \: \ I 1 I l 637 Setbacks: 1 I I I I ,zs Isre , I Front 30' Lmen. 1)6 Story w/t r / 1 Side 15' I ❑i Id { { { Dwelling Rear 15' . ............. C. 15.1 I I to i ,y DIRECTIONS: i O 1 II I I 11 { O I e2 I 1 I t 3 From Hyannis take Route 28 toward Osterville. 1 d i o I i Sra, y \ I Take a left onto Osterville West Barnstable /DecA N% Sepllo System y 1 � k i Road and follow to the end. Take. a left onto 1 Z I ( c (Approyy BON card) s 1 2 1I, s 3.8 \ / 1 1 1 Main Street. Take o right entering the village Y lD e A ti onto Parker Road. Continue straight through I J > > \ ! PR DmD ;I 1 g' stop sign to the end. Take a right onto Sea �a•n 1 View Avenue. Site is on the left, ,r[637. NROOM _ + \ b $ PROl4DE DR 1 / ~'J� �'.♦:•til /a..� \ 1 / / // \ DOF RUNOFj• I / �..:« i1� I` 1 77.1' \\ 111 /� I I I I 1 I (! \ -- - -..............._\.\` ♦ ✓/ ,?\\\\t`:::a 12—'1�1� O 4 ___.__ ��`'./5•See P-Stone I tV \ \ I r --------- ' s -- - -- 1. a LEGEND: o` -O Guy Wire O Guy Pole 224.14' \ 0Utility Pole S84'30'04"W N/F • Tree flagged by others h' l I \ Andrea Sura Revocable Trust ia N Lim Deciduous Tree U \. 1;"#1 ---- --g--- __/-- \' ` \ O Coniferous Tree ' -----a-----.- \ r r"r; \ \ 1-4°I C1 NOTES: ,�•, t,=TITLE: Site Plan PREPARED BY.- PREPARED FOR: C' 4 T F" 1. The property line information shown was Proposed Improvements • & CapeSury Andrea Sura Revocable Trust 1.) dpfrom available record information. Sullivan � >� { A t 23 West Boy Rd, Suite D Andrea Sura Tr 2L t pt♦4sfal4.m� ,rs I� Ostervlle MA 02655 2.) The topographic information was obtained 637 Sea View AvenLle (508)420-3994 W420-399 f- from an on the ground survey performed on " '`°PBSe�`°m or between 021JUL107 & 03/OCT/18 0 Barnstable, �Osterville) Mass. 3.) The datum used is NAVD '88, a fixed mean 1., Draft:JOD Field: WHK/ASK 20 0 10 20 40 so sea level datum. -' DATE: October 25, 2018 SCALE: 1 rr _ 20r Review.JOD Comp./Draft/Review: RRL Project: 38031 Drawing #C700_2gi ex2 r - Q �00 9f t Jed c- 67 - �y3 Ilk, (elye6J P ecl. m O�A 4r vt4ik 0- 01/01/2bO8 21:13 FAX 5083622828 BLFR ARCHITECTS Q 003 LES (TO MATCH EXISTING) PRO PER VALLEY FLASHING � MATCW 12 ' ' ; I ! •III 'I I •� i I ; ! I � � i i i! f �� �' II ' illi 'ill I I i L, it I I II ' i ; ' j .I � � T... II I ,I• �•! i (l. q' WIDE x7' TALL. O.N. DOOR 1¢+_0" ' . RELOCATED ANTOW Alt t t -------------------------------------------- ---- —------------- -- 28'-0" a ELEVATION OF GARAGE ADDITION HIP ROOF OPRTTON 3CALE:1W=1'-V ADDITION DAIS: TO THE DEC. 04, 2007 S ULZE RESDENCE 637 SEA VIEW AVENUE OSTEWLLE,MA: DtZA►WINd No. r BROWN UNCQUIST FENLICCIb&RABER ARCMTTEM 1IC. SKI 1 923 MAJN ST, YARMOLITHPORT, MA W&362-8382 I 6 y 01/01/2008 21:13 FAX. 5083622828 BLFR ARCHITECTS 121 002 28'- 0 T-0 14'-0" 71_0■ GONG. APRON gO70 O.H. E) OR '�� 50' 510EYARG? .� ` "RE5TRIGTION" LINE r— —r�- EX. FND. NEW 3-1 "NII LVL TO BE BEAM TO ALLOW FOR REMOVED NEW OH TRACK LAWN EQUIPMENT (101 CEILING) BROSGO IMPERIAL a" POURED CONC. 'PULL—DOWN LADDER For 5LA5 FL.R. 103" HEIGHT; R.O.=54"x2% 51-OPED TO uw/FIRE RATED DOOR ENTRANCEWAY, LOCATE TO OPTIMIZE BROOM FINISH HFADROOM AT WALKWAYS f,..• ""/—%" TYPE "X" G,W"B. IN ATTIC. ABOVE ON W LL5 4 GLG. U.G. REFR. PLAN OF C-APACE AC1OMON SCALE:1 l4"m 1147 ADDIi10N GATE; TO THE DEC. 12, 2007 SCHULZE RESIDENCE 637 SEA VIEW AVENUE OSTEWLLE,MA DRAWING Na. r BROWN UNDQU13T FENUCCIO&M M AR0 ECi'S, INC. SKI 923 MAIN ST, YARM01,17HPORT.MA BdN - tt 0�• �Pa- Neekpo b,' - ? Ptmd 6 Cjq 4 F u SJQ +° 1 ERC TEST LRTA = F� - " iar Da4c'• S JtZ (97 o IL2. Dv r�rirnq • p DEEP OBSERVATION HOLE LOG Hole# ' Depth from Soil I lorizon Soil Texture Soil Color Soil Other \\•: ' ' • t I i ,.yl o Surface(in.) (USDA) (Munsell) Mottling (Structure,Stories, re es,DoulAes. r, z w\ ;xConsistency %Gravel) 6. It l2= 3`1" Z3 /o VR 4/6 O 34`-/4,f t1 l S i I I LIQht ` i fl 13.0 i I 'O DEEP OBSERVATION HOLE LOG Hole#—7, $,p Tr t5, F Depth from Soil Horizon Soil Texture Soil Color Soil Other C O vt f'S +'ea lv t �f t✓1 Err O♦ f-1 n r 3 L9 J v`QcaC Surface(in.) (USDA) (Munsell) Molding (Suucture,Stones,tioulderes. a v� LOCATION MAP o -iz s.r Loa— o y � ..7 ( � F c io,s y6 4 COTUIT QUADRANGLE „ SCALE: 1: 25,000 -/� b r o 11 Dist, fl -t,o UGU� 9' � Z500 GDnllm.•, 6,G f9o,c, 3 ASSESSORS Scp�1s Tati4c11 8,5 OF- ZONES:MAP 114 PARCELS 53-1 & 53-2 )I 11 i 1 (o" 3+or„ Bn Ax AP OVERLAY DISTRICT s ZONING DISTRICT: RF MINIMUMS h \AREA = 43,560 S. F. s G, w = EI Z.15 (►")Hw) FRONTAGE = 20' v WIDTH 125' \ \ SY5T-Ern PROFILC ()vet -tc. Scale ) FRONT SETBACK = 30' SIDE SETBACK = 15' o REAR SETBACK = 15' BUILDING HEIGHT = 30' FLOOD ZONES: FIRM COMMUNITY PANEL / N In U, N. No. 250001 0016 D o REVISED: JULY 2, 1992 / U o �, I AS SHOWN ON THIS PLAN J 0 1 SEE NOTE RE: ORIENTATION/PLACEMENT J �q FINISH GRADE 2" PEASTONE 4' PERF PVC COVER VARIES: / ' \ SCH 40 PVC (TYP) 9' MIN TO 36" MAX IF ENCOUNTERED REMOVE h \ UNSUITABLE MATERIAL TO INSURE THE REMOVE UNSUITABLE d 2' OF 3/4 - ' I S{DEWALL AREA OF SYSTEM IS IN MATERIAL FOR 5-FEET ^� CLEAN MEDIUM SAND OR FILL PER 1 1/2' WASHED STONE IF ENCOUNTERED J 310 CMR 15.201 - 15.293 3' 6' 6' 6' 3' II 5' t t 24' r t 5' t I w 34' { SECTION A — A I I NOT TO SCALE 40.00' o II Z ' w 0' N m 1 rl-� 3 I W'"' W LOT 29 (p r l �`W 1 I I� �xlstlnq P}Zc S���cm l5 'a be )RVvr�tocc�) c�.,ol Ft licd wt+4n Z ICAn SanoQ � / S 84.30'04" W e) All Ua,c�c.r-3,-o�lnd 01 ►a-�nWs Arc to bc. Reorevcd ih ~ 3 AGGorr�onee L(113-1,, Federal S�+-e r,..�y Town k^'eg�latttan5 224.14' 1 Z o� L 0 T 3 3 DESIGN DATA: I RAILROAD EXISTING SINGLE FAMILY - SEVEN BEDROOMS - GARBAGE GRINDER ` TIE STEPS DAILY FLOW = 7 x 110 GPD/BDRM = 770 GPD / I 1 SEPTIC TANK = 770 x 200% = 1540 GALLONS Q / USE: 2500 GALLON TWO GOtri+ARTMENT TANK / INLET COMPARTMENT - 1700 GALLONS (V OUTLET COMPARTMENT - 800 GALLONS 1 l I ` LEACHING FIELD / �/ I 3 I 770 GPD T 0.74 GPD/SF = 1040 SF + 50% = 1560 SF I \ USE: LEACHING FIELD 24 WIDE x 65' LONG - o EXISTING STONE EXISTING SUNKEN GARDEN � � �A PLINTH AND / o EXISTING/ < PLANTER O GAZEBO CONSTRUCTION NOTES: _ .n, (L i o !A- � ! 1. WATER SUPPLY FOR THIS L)T IS CENTERVILLE-OSTERVILI_E MARSTONS MILLS FIRE DIS?TRICT ' 1 AI 2. THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE 1 I / AC EXISTING ` '� PERMITS FROM TOWN AGENCIES FOR THE CONSTRUCTION / RAILROAD SHOWN ON THIS PLAN.ISOLATED I - TIEI STEPS 3. D.EP. FILE #SE 3-3133; THE CONTRACTOR SHALL HAVE \r-_GETATED � , �� \ A COPY OF THE ORDER OF CONDITIONS ON SITE AT ALL TIMES. WETLAND 4. THE LIMIT OF WORK/EROSION CONTROL IS TO BE APPROVED I c \ BY THE CONSERVATION COMMISSION STAFF PRIOR TO /��' A-1 FLAGSTON .WNI' /\ Iv ((1 STARTING CONSTRUCTION.� C(r 5. ALL STRUCTURES BURIED FOUR 4 FEET OR MORE OR NC• DELINEATION CENTERLINE 5 ' BL'r�ER Ft�� /� 10 a, ( )GRO EAST, INC. ! _ / LOCATION OF ' \ / SUBJECT TO VEHICULAR TRAFFIC SHALL BE H-20 LOADING. 12-2-1996 5-FOOT WIDE / m AL � I FOOTPATH 1 1� 12 6. TWO COMPARTMENT SEPTIC TANK REQUIRES 7W0 WEEKS I ( ' 6 L4AC11 ` LEAD TIME TO ORDER FROM SUPPLIER. h- �1 LOCATION DATE: 10 fjet,D IAL I 07-01-96 IA-1 �a t 7' q 4 A FLOOD LINES DIGITIZED USING FIELD/TOWN GIS SHEET 0 � i LOCATION OF EXISTING BUILDING ON LOCUS AS ORIENTATION; 0 ` �I !/ \ \ W I TOWN GIS SHEETS AGNED WITH FIRM COMMUNITY o o �p A PANELS USING ROADS AND EDGE OF WATER. 1t4 1 N IA-e + t ° U1 ?s WORK I I LIMIT 0 r'• ` 16 EXISTING DRIVEWAY I I PAVEMENT TO BE REMOVED & REPLANTED L ` 16 1 F&T\o 0 12 O I I STING WALL k m W 0 R K [FAAWN TO REMAIN i of I I LIMIT ` t3 6 S sn" I� o 0 I G� rn IV I 'e1 m I CERTIFY THAT THE PROPOSED CONSTRUCTION SHOWN HEREON COMPLYS WITH AND REQUIREMENTS OF THE TOWNS OFELINE BARNSTABLE TAB DC S 1 I I 6 �° , LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE DATE: N I DELINEATION OF DUNE 1p1 B,�XTER & NYE, INC. al� w f., I AUSREY CONSULTING INC. 8 GF WCODS HOLE GROUP oA� l / \ M 01-09-1997 1 � I 6 gross / ✓ Z.Za,q� i /pf be 8 ed Gob / rn r �— SITE PLAN 1 f f � 1 51? ZONE V17 ' AT W \.� rob. 25-pU �`N• (EL 16) 639 SEA MEW AVENUE � r ' / d1 MH.W• �959 ^O t P OSTERVILLE, MASS. FOR Z NE O, M H W' JONATHAN ZAKIN, ET UX. K_E_Y SEE REVISION BLOCK PROPOSED CONTOUR 10 SCALE: 1" = 30" FEBRUARY 20, 1997 EXISTING CONTOUR 7 — BAXTER & NYE, INC. CB/DH FOUND —a— 812 E T OSTERVILME,I MASS.,STONE WALL N A N T V C K 7 (508)-428-9131 EXISTING STONE-FACED RIP-RAP �� S O V [A /'''g'`j7 Rc,,,s� Scpitc S.Js}t.•1 5MJ SAW /N OF q fl 6 l•ZS• ADa �o -s 5,4W Sew WETLAND DELINEATION FLAG 15� �r�P s9�; _ REVISION BLOCK DRAFT P.E. P.LS ✓✓✓ 'per STEPHEN y`• b - A LY S. 2-20-98 REVISE WORK LIMIT JRE RAB GRAPHIC SCALE 4. 2-17-98 APPROVED WORK LIMIT JRE 0 1s ao eo 120 5-FOOT WIDE FOOTPATH _ __ _ _ 0. .'021s a 3. 2-4-98 BLDG FTPRNT, SEPTIC SYS SAW RAB FGISTE�� �� 2. 17-24-971 BUILDING FOOTPRINT css' 1. 3-11-97 WORK LIMIT 12 NO. DATE DESCRIPTION BY BY BY ( IN FEET ) t inch = 30 it, 96064 (PPPIO.DWG) I 1 q .d 4.�, t-,CAL 4' S �• I �lc� — PI 1 E 1U •'� 6.7 \ _ z C) . � 7 - TC ,. 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