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HomeMy WebLinkAbout0022 SEA VIEW AVENUE - Health .22,Sea View Avenue, ®sierv:-'�e A= 162 - 015 ���----- 4- it i� 1 I� I y �I a t I 4 I �a r r e � � rr No. ^ t ', FEE COMMONWEALTH OF MASSACH USETTS Board of Health, MA. A, APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PER IT Application for a Permit to ConstructV Repair( ) Upgrade( ) Abandon( X'Complete System O Individual Components Location Lp n Owner's Name Map/Parcel# Address Lot# Telephone# Installer's Name Designer's Name Address Address Telephone# Telephone#50 Type of Building Lot Size sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type ofBuilding. . No.of persons Showers( ),Cafeteria( ). Other Fixtures Design Flow (min,required) �b gpd Calculated design flow Design flow provided gpd Plait: Date Number of sheets Revision.Date Title Description of Soils) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above scrib dividual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to o ce the syst o n until a Certificate of Compliance has been issued by the Board of Health. Signed Date 'Inspections / 1 No:&0 _ ;, FEE " ¢ l Ol"llM®N WD 7CALll ?. OF M SA---.it7t'US JLYTS Board of Health, k,7, APPLICATION FOB: DISPOSAL SY-,-,'I� ����T��J�TI�I� ���I IT Application fora Permit to Construct( Repair( )_Upgrade( Abandon.( );-,.®Cnp ete System ❑Individual Components Location /9jo Owner's Name l /,/, r_ Map/Parcel# 2, to Add res, ✓ r Lot# Welephone# > Installer's Name, Desi nei'sSNamet. j' n g,#r,; r�,w: 2f Address 'A'Address •�. ��� ,�i��;1/1.5� c,l�c2 fin_it "t � � `l,t�l Telephone# ' Telephone# � j�•» Type of Building Lot Size li -fa 1241) sq.ft. y Dwelling No.of Bedrooms ?C' 1 ( Yf��1 �� V Garbage grinder ( ) Other-Typeof Building No. of persons Showers ( );Cafeteria O Other Fixtures Design Flow(rein.required) gpd Calculated design flow Design flow provided ?0 - gpd Plait: Date Number of sheets Revision Date ` Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of'Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS --�4 r / /4 I. r The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not t ace the system;oBerat'�ion until a Certificate of Compliance has been issued by the Board of Health. k� C� Signed �� +"` C.• Date Inspections �_---" ""------_-� / L / 4! / <1_._-I 1✓ + y. ;Jon GGo 00000 G00000 G�00000c0000000cocoG00000000cocoo9000000e0000cuG�c00000ceoe00000000e000000e.00000000aoo e000G000�'o/0000do 0000cocooc_ Na An J Fit FEE COMMONWEALTH Of MASSAC14USETTS ,. Board of Health, R_ MA. CERTIFICATE Of COMPLIANCE Description of Work; 0 Individual Component(s) (Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed (P �Repaired ( ),Upgraded (-) Abandoned (. ) by: �_ ` -.kt4d1,11j/,14 has been installed in accordance with the provi ions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.7009"514 dated, I 7018 . Appr ved(Design Flow , Il? (gpd) Installer -� FXR�I 1� Ikci e v ���{{__ Designer:-Allit)]A1�,r,6orit��l a t�!►�/ Inspector: �1nf. �/-1P' Date: q 11c I ci The issuance of this permit shall not be construed as a guarantee thiat the system will function as designed. �COOOCOJJD�JOJ09 J.�oi.224 i00 COO nc J.i000V JO fi000000000000600000DO0000J OJ u:>.`(i00000 000000OOOOC OOOOC OOJOOO'000JOOOOGOOOO.;OOUnOn:;cO�.�. +- No. �l —J FEE lv f COMMONWEALTH OF MASSACHUSETTS Board of Health,iA0/'f°.Z.Sl&V h MA. DISPOSAL. SYSTEM CONSTRUCTION PERMIT s Permission.is hereby granted to; Con.struct(V Repair( ) Upgrade( ) Abandon( )an.individual sewage disposal system at ,.1 {ifl �f1/./1� 7�1.1X4" Y-1z JZ1. A74 as described in the application for Disposal System Construction Permit No.01$-7_5 1 , dated I Z&IO A Provided: Construction shall be completed within three years of the date of this p mQJ11calonditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Charlestown,MA Date 1 Z/71 UGH$ Board of Health 04/30/2019 09:22 5083629880 DOWN CAPE ENG PAGE 01 Town of Barnstable TM�r Regulatory at® Services ..� Thomas F. Geffer,Director MAW Public Health Division ��n► A Thomas McKean,Director 200 Alain Street,Hyannis,MBA.02601 Of£tca: 508-862-4644 Fax: 508-790-6304 11MASHer&11)esig er GerfificaVoIR Form Date:.0Wq Siwa a lPermit# � Assessor's MIa 1]Parcefl /� + ]P wZ. Designer: G ][instaiAer: l�ON� Cd1lf Tl NCB Address: � ��2►1 ..(�� Address: � F—C: L o 94 YAgAgVrH Mg HA � ��� �CL Fee, d - d? 6 On `L - 2 /zd`2 Cif 6 was issued permit to install a (date) (installer) septic system at V V f" based on a design drawn by (address) R- A. OJALA. dated (desiguer� —� I certify that tba septic system referenced above was installed substantially according to the design, which may include.minor approved changes such as lateral relocation of the distrabutiou box and/or septic tank.. i Z certi.£y that the septic system referenced abode was installed. with major changes (Le_ • greater than 10' lateral relocation of the SAS or any vertical relocations of any component j of the Septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. 61, (hrtaller'SSignature) ,; (')JA!A I 'IVIL it (Designer's Signature) (Affm Design tamp Here) PLEASE RETURN TO ]BARNSTABLE BTBLIC EMAILTR ID][yISION. CIERTIFIgAT]E 01, COMPLIANCE YgLLJ QT BE ISSUM UNX% BOTH TWS FORM AND AS-JBUILT CART D A]E , RECE,IWD BY THE BAI2 NSTABLE M,LIC JE ZA]LyH RIMIOX YOY7. Q:Health/Septic/Designer CmtifzeationForm 3-26-04.doe �I TOWN OF BARNSTABLE LOCATION Qt�- J P¢VI e-V kv-'P-- SEWAGE# D-6 1'9�— 3 >9 VILLAGE ®535EtC'1))1[1C ASSESSOR'S MAP&PARCEL I6�-- K INSTALLER'S NAME&PHONEyYN�O. 570547701>7 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 19 _"0-0 GaU6+ C_ tbM(size) NO.OF BEDROOMS g OWNER e C e wi o-ti d r PERMIT DATE: 2 COMPLIANCE DATE: Separation Distance Between the: // Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �`�' A 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 ^`f 7 vc 3 3q 31,5 `I S7 31.5 173 6 3 y q1.5 0- OJO 7r 55 TOWN OF BARNSTABLE LCk,ATION o Q s6nu ew Aoe SEWAGE # ^ f�1 /� d VILLA , b' J ASSESSO MA,,PJ&LOTC)i6, �N S DEa�`5�'NAME&PHONE N r 0 /29 SEPTIC TANK CAPACITY o�(-)O(1 LEACHING FACILITY: (type) 7'/ D�:S � � (size) AM 926 �Q NO.OF BEDROO BUILDER R OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ,7� _ _i w �r .. '•,a�./'\ `y r„fi j �i o �- LO YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY-REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. ice, 1st FI., 367 Main St., Hyannis; MA 02601. (Town Hall) and get the Business Certificate that is Take th.e completed form to the Town Clerk's Off required by law. DATE: YOUR Fill in please: NAME Y�S��av� •�1 y VJ APPLICANT'S /S: BUSINESS YOUF3_K) E ADDRESS: 2 Ste` �I _ yz r;; _�Ur•mot,i;. �,Y � 5-0 ZS-3( a - 161 f,(, - � `d'=9"s{� •;aW<-`�1�'�•�=��.��1 TELEPHONE # Home Telephone Number d7jiii'l�� yit�lgr:•`I �� #: NAME OF CORPORATION: ,r%'s T �d s>cct NAME OF NEW BUSINESS C Inv.�'S "ati e- �✓+ l a� S c TYPE OF BUSINESS l.�a�� S IS THIS A HOME OCCUPATION? YES NO '- 2- — /% { � 0 & P/PARCEL NUMBER ( ,� (Assessing) ADDRESS OF BUSINESS 2 5C�i V,�eLO pCvP . �s �✓,` - When starting a new business there are several things you must do-in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to"assist you in obtaioing:the information you may need. You MUST GO TO 200 Main St:.- (corner of Yarmouth ' Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM -1•S 10 R'S OFFICE SMUST COMPLY WITH HOME OCCUPATION This individu ha #o.r e f p mit requir meets hat Pertain to this type of busines RULES AND REGULATIONS. .FAILURE TO COMPI_.Y MAY RESULT IN FINES A th r d ig e MMENT �� ` 2. BOARD D HEALTH This individual has been inform d q• i r uirements that pertain to this type of business. MU. COMPLY WITH ALL Hp ARDOUS MATERIALS REGULATIO lS Authorized Sig ature** COMMENTS: 3. CONSUMJAFFAI [LICENSING A HDRITYJThis i n ' f rm the licensing requirements that pertain to this type of business. t ri i na r COMMENTS: / ��' TOWN OF BARNSTABLE Dater / 16 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: BUSINESS LOCATION: b INVENTORY MAILING ADDRESS: 2-2, Se-&, V`ew Ave o765- 'TOTAL OUNT- TELEPHONE NUMBER: . 5­6$ - 3�o- )6y6 CONTACT PERSON: L c y r` EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: °�'^�sc� INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month re uires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED - Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid,.other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous(please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature ff's Initials r v' Town of Barnstable P# /✓'S - opZHsroW Y o+ Department of Regulatory Services II ana ar�sun;. Public Health Division Date • 9`b •679.s• g. 200 Main Street,Hyannis.MA02601 Date Scheduled /7� Time Fee Pd. Soil Suitability Assessment,for S } e Disposal �1 Performed By:_Ctc!.Ceh k tsC�i E Witnessed By;; a LOCATION&GENERAL INFORMATION }. Location Address Z2.1,5M Vie wAve, Owner's Name Address J}, Assessor'sMap/ParceL 1(0?— (� Engineer'sNameDOWNC.�{M Clq[.3INEMI NEW CONSTRUCTION .9r�i"t REPAIR ✓ Telephone#50-3(p2A-45/'H Land Use {,°cih a'r".ut i'!'E Slopes(%) 0 "J" Surface Stones F� ' Distances from: Open Water Body W+50,ft Possible Wet Area Z .ft Drinking Water Well + Drainage Way'_ 6 Property Line. Other fr SKETCH:(Street name,dimensions exact locations oftestholes&c erc tests,locate wetlands inproxinitytoholes) z; Parent.material(geologic)11 r;n. > Depth to Bedrock. c " Depth toGroundwater.Standing Water in Hole: A! Weeping from Pit Face Fstimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: - in. Depth to soil mottles: in. Depth tomeeping frorn side of.obs:hole: .in. Groundwater.Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor.Adj..Groundwater Level PERCOLATION TEST Date d/ Time l — :..:_..... ...... _...... ....... Hole# tit ne�� ��� � Tit at 9" Depth of Peril 619.. Time at6" Start Pre-soak Time Q ppC� Time(V-6") End Pre-soak ( fo RateNim.lfnch 41A ,'pig Site Suitability AssessmenT. Site Passed i/ Site Failed: Additional Testing Needed(Y" Original:Public Health Division Observation Hole Data T..o Be Completed on Back.--------- ".If.percolation testis to be conducted within 100'of wetland;you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. ?r.- Q:ISEPTICTERCFORMDOC - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color - Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenm° D-to Ls Ia-fin '6 LS 1ulrzl alb DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color - Soil Other Surface(n.) (USDA) (Mansell) Mottling. (Structure,Stones,Boulders. si %Gravel) 6-9 1-5 l0`I9 5/6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) . DEEP OBSERVATION HOLE LOG Hole# Depthfrom Soil Horizon Soil Texture Soil Color Soil Other Surface(in) (USDA) (Munsell) Mot-ding (Structure,Stones,Boulders. Consistency.%Graven to-!6 I's LOYV,4t4 Flood Insurance Rate Map: / Above 500 year flood boundary No_ Yes V ' Within 500 year boundary No Yes Within 100 year flood boundary No Yes_ DDe th of Naturally Occurring Pervious Material - Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? — \ -/rs.,— If not,what is the depth of naturally occurring pervious material? Certification F- I certify that on S/I (date)I have passed the soil evaluator examination approved by the Department of En;r nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.0 17. Signature ' DateW Q:\SEPTIC\PERCFOR1vf.DOC I r �r OCT BORTOLOTTI CONSTRUCTION,INC. 765 WAKEBY ROAD,MARSTONS MILLS,MA 02648 � +� 508-771-9399 508-428-8926 FAX: 508-428-9399 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION V1 ew Property Address:I�H#Insperinr's o� >i CC c� Os)erville Date of Inspection Name: �,Owner's Name and Addr , CERTIFICATION TAT MENT• I certify that I have personally inspected the sewage disposal system at this address and that the informa- tion reported below is true, accurate and complete as of Lhe time of inspection. The inspection was per- formed based on my training and experience in the proper function and mainlcnance of on-site sewage disposal stems. The System: Passes Conditionally Passes Needs Further Eva ation By ie L cal Aproving Authority Fails Inspector's Signature: Date: 11,017��.to The System Inspector shall submit a opyof this inspection report to the Approving authority within thir- ty(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 ogee 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. INSPECTIONSUMMARY: A)SYS M PASSES: I have not found any informaiion which indicates that the system violates any of the failure criteria as defined in 310 CNM 15.303. Any failure criteria not evaluated are indicated below. B)SYSTEM CONDITIONALLY PASSES; One or more system components need to be replaced or repaired. The system,upon comple- tion of the replacement or repair, passes inspection. Indicate yes, nor,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 enfiltration,or tank failure is imminent. The system will pass inspection if the existing sep-. tic tank is replaced with a conforming septic tank as approved by The Board of Health. Sewage backkup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of The Board of Health): - .1 - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Broken pipe(s)replaced Obstruction is removed Distribution Box is levelled or replaced The System required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of The Board of Health): Broken pipe(s)are replaced Obstruction is removed C)FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by The Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 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 IIEALTII (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTION- ING 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 Feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is with 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 well. The system has a septic tank and soil absorption system and is less than 100 Feet but 50 Feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from the facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. D)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. Discharge or ponding of elluent 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 clog- ged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 tunes in the last year NO,I•due to clogged or obstructed pipe(s). Number of times pumped -2- I� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 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. E)LARGE SYSTEM FAILS: The following criteria apply to a large system in addition to the criteria above: The design flow of a system is 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 folWving 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 Il of a public water supply well. The owner or operator of any such system shall bring the systeiil and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST .. Check if the following have been done: ►/ umping information was requested of the owner,occupant, and Board of Health None of the system components have been pumped for atleast two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this.inspection. ✓As-built plans have been obtained and examined. Note if they are not available with N/A. Vthe facility or dwelling was inspected for signs of sewage�back-up. v-The system does not receive non-sanitary or industrial waste flow. — The site was inspected for signs of breakout. /All system components,excluding the Soil Absorption System, have been located on site. _uThe septic tank manholes were uncovered,opened,and the interior of the septic tank was baffles for condition of baes or tees, material of construction,dimensions,depth of liquid, pth of sludge,depth of scum. The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. -3 n f O SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST(continued) ZThefacility owner(and occupants, if different from owner)wer.eprovided with information on the proper maintenance of Subsurface Disposal System SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION FLOW CONDITIONS RESIDENTIAL: Design Flow: gallons Number of Bedrooms:* Nu nber of Current Residents:_ Garbage Grinder: Laundry Connected'I'o System: Seasonal Use:_ Water Meter Readings, if ailable: Last Date of Occupancy COMMFRCI AULNDUSTRI_AL•� Type of Establishment: Design Flow: gallons/day Grease Trap Present: (yes or no) Industrial Waste Holding Tank Present: Non-Sanitary Waste Discharged To The Title V System: Water Meter Readings,If Available: Last Date of Occupancy: OTHER: Describe) ` Last Date of Occupancy: GENERAL INFORMATION PUM PING RECORDS and source of informa 'on: System Pumped as part of inspectioli: i'� - If yes,voluirie pdii�p gallons Reason for pumping: TYPE OF SYSTEM: Septic Tank/Distribution Box/Soil Absorption System Single Cesspool Overflow Cesspool Privy hared System(If yes,attach previous in ection records, if any) Other(explain) Gar D� PROXIM FEIAGE of all comp nenls,date installed(if known)and source of information: Sewag odors detected when arriving at the site -4- I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C GENERAL INFORMATION (continued) SEPTIC TANK: !/ Depth below grade: Material of Construction: V concrete metal FRP Other (explain) Dimisions: Sludge Depth: Scum Thickness: Distance from top of sludge to bottom of outlet tee or baffle: 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 relatio to outlet invert,structural integrity evidence of leakage,etc.) . !'S a- 00 �(O/) 49-If /i/) �i,30) /0-,1- GREASE TRAP:NO Depth Below Grade: Material of Construction: concrete metal - FRP Other, (explain) Dimensions: Scum Thickness: Distance from top of scum to top 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.) TIGHT OR HOLDING TANK: Depth Below Grade: Material of Construction:—concrete—metal FRP Other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm Level Comments: (condition of inlet lee,-.condition of alarm and float switches,etc.) DISTRIBUTION BOX: . Depth of liquid level above outlet invert: LW/`4 Comments: (note' evel and distrib tion is ual,eviiz ence of solids carryover,evident of leak ge into or out of box,etc. 2' l �G �r/ OV Q i PUMP CHAMBER:/ Pump is in working order: Comments:(note condition of.pump chamber,condition of pumps and appurtenances,etc.) -5- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SOIL ABSORPTION SYSTEM(SAS): (Locate on site plan, if possible;excavation not required, but may be approximated by non-intrusive methods) If not determined to be present,explain: Type: `--� Leaching pits, number:V Leaching chambers, number: Leaching galleries,number: Leaching trenches, number, length: Leaching fields, number,dimensions: Overflow cesspool, number: Co Um nts: (note condition of soil, signs of liyd 4 ulic failure level of ponding,condition of vegetation, etc. /600Ceq> or ii x >i i CESSPOOLS: Number and configuration: Depth-top of liquid to inlet invert: A Depth of solids layer: Depth of scum layer: Dimensions of Cesspool: Materials of construction: Indication of groundwater: Inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soilk, signs of hydraulic failure, level of ponding,condition of vegetation, etc.) PRIVY: Materials of construction: Dimensions: Depth of Solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) -6 - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: J Include ties to atleast two permanent references, landmarks or benchmarks. Locate all wells within 100 Feel. b I� l o � t cop. DEPTH TO GROUNDWATER Depth to groundwater: I /-,5" Feet Method of Determination or Approximation: -7- `M TOWN OF BARNSTABLE LOCATION ®Z�. ccr— ..��_ SEWAGE # F6 &`r6 VILLAGE ASSESSOR'S MAP & LOTA j L:Z, 1�-` INSTALLER'S NAME & PHONE NO a-�W3 SEPTIC TANK CAPACITY ©0 D � CC� LEACHING FACILITY:(type) 3 --10,0 ,1 f;al? (size) t; NO. OF BEDROOMS 1 PRIVATE WELL .OR:PUBLIC WATER BUILDER OR OWNER `S ,y DATE PERMIT ISSUED: ' - 5-6 DATE . COMPLIANCE ISSUED: /,) VARIANCE GRANTED: No a 1 .3 �4 '4 it i. JJ Viz: � 1 5 { PARCEL No..-�J•6 ... FEB..................`......... THE COMMONWEALTH OF MASSACHUSETTS )ESIGNING ENGINEER MUST SUPERVI` BOAR® OF HEALTH, :NSTAL.L,gTION AND CERTIFY IN WRITIN�-- THE SYSTEM WAS IN IN STRI OF........................... Af"X—ORDANCE TO PLAN. Apphration for 1hap otti Works Tonitrnrtion Vrrmit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ..... .....................................................:........................................... Location-Address or Lot No. �.... t..e:. . . .........a.d-.................................. . .............................................. Ow.er Address W Installer Address d Type of Building Size Lot.................... .....Sq. feet U Dwelling—No. of Bedrooms............. ............................Expansion Attic ( ) Garbage Grinder (x} P4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures -------------------------------• - W Design ...........gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank—Liquid capacitva400..gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area---------...........sq. ft. Seepage Pit No.____ Diameter..._/Q_r_-.__..._. Depth below inlet....(a............ Total leaching area..................sq. tt. z Other Distribution box ( ) Dosing tank ( ) / aPercolation Test Results Performed by..�it4-te-l!'...�.F .�__...._�_.____--•••--__--•••- Datercad/_� -••-•-•--.- a Test Pit No. Ili�_0rtAinutes per inch Depth of Test Pit.-. .�__.__.___ Depth to ground water /z'.Q_75�-:7.tQ___77,4AV is Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground w, W...................... W =- --•--•--•--------------•-•••••••--••......-•-•-•-------•-.----•-•. i ...-----• -------•------------------•--••-------------------------•---. pDescription of Soil....� o1-i � .-•---•- � ----��.A.)_Z;l.......................-................. x c, W ----------------------------------------------I•--------------••------••------•----•-•-•-••-•...•-•-•-••••••-••---•-•--------•-•-•----•----•--•-••-••---•••------•-••-•-•--•-•-•...................... UNature of Repairs or Alterations—Answer when applicable._.............................................................•-_......___.._..._.._......._._. •----------------------------------••----------=-----------------------------------•-------•------------••------------...--------------------------------------------------------------•---•--•--...•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iT�' . y g g p y of the State Sanitary Code The undersigned further agrees not to lace the system in operation until a Cert... to of C pliance hafbDee *ssued bytheboardofhealth.Signed A plication Approved BY - . .. .. ...-•--•--•--•-------•-•-•----•------ ( � ��. Date Application Disapproved for the f ollowi reasons-----------------------------•---------------------------...---------------------------------------._.........._ -----------------------------•---....•---•-•-----•_..._...--••••-•••-••----••-••-•---......-----••-•••-_..__....-••----•--•-•••-•-••••••••••-•---•-•--•-••-••--•-•••--•--••--------------•--•-••••---•--- Date PermitNo.......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH y >.................... ....O F...............................--......----------------•----...-----•---•----------•-.---- Apptiration for U44posa1 Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct (>( ) or Repair ( ) an Individual Sewage Disposal System at: ------ -------------------------------------------------------------------------------------------------- Locaticn-Address or Lot No. r - ----- -s--� -�.0.------------------------------------------------ -'Owner Address r-------------------------------------------- ----------------------------------------------------- Installer Address Type of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms..._..._._. ?............................Expansion Attic ( ) Garbage Grinder (x} � Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures y---•--•--•••-••----------•------ . W Design Flow_. f.z D`!_a............gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity l�_O-_-gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—N'o. ______-__----_---_- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.___,1._-__-_._. Diameter..'O............. Depth below inlet...(.............. Total leaching area..................sq. ft. Z Other Distribution box ) Dosing tank ( ) / aPercolation Test Results Performed by. px_f_ .l.._? . _!�.��___..._.--------------------- Daten7,1 X(o............. Test Pit No. 1&Ff Lminutes per inch Depth of Test Pit-_-Kg........... Depth to ground water.fr�t?a_ �..?,�/(ju �a (s, Test Pit No. 2......._:.�._minutes per inch Depth of Test Pit.................... Depth to ground water........................ ..........-----•---------.......-•--------.....------•--•---•---•-----•-•-----•-.... -----------•-- DDescription of Soil...Z2-- I.....----../'.o�n.�...�tlsP_.`C:�L........l.:_1:?I_-_.� .......................................... W U ••-••-----•---•-------•-----•••--••--•--------•----••--------•--------------------------------------------------------------•-- W -----------------•----------------------------------------------------------------------•----------------------------------------------------------------------------------------------.........._...... U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ ------------------------------------------------------------------------------------------•-----.........----•-•-------------------------•-------------•------------------••--•-•-••-•-••------•--••-••• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i T"I—E p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of C, mpliance has be"" e issued by the board of health. , -- �'` / Signed !s r! = * ,� f 14 JA ication Approved By �R.l_�-------------•----=-`-- --•=--...... ---••-•.��Z--`---�b......... f� , Date Application Disapproved for the follow g reasons:-------•--------------------------------------------•--•----------------------------------................... ..............•----........-------------•-------••----------•-•----.......•..---------•---•-•---•------.._........•...•..---------•--------------------------------------------------------------------. Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................OF..... 1.�..'- rUS. --.�................ Cprrtifiratr oaf from �i nrr THIS IS TO ERT Y That t Individual Sewage Disposal System constructed- ' or Repaired � � g P �' ) ( ) by.......................... `.-uk-1— --- r` .Installer _ ..._...-- at..•••-••.#.._..--•••- �-� l `-' L A-)C V 1 L L— -- has been installed in accordance with the provisions of i�"I&E 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..t V��--(;�.................. dated-.--------------------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE............... 2 �... 1 ..._........__.._... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS �OARD OF HEALTH �` l /, d.........`u.. ........OF..............1 1.1..1.0 .1.v................!.:-'.`......�... NO.. , ��/ FEE........................ Disposa w/ orks Tonsfrion rani Permissa n s hereby granted.......... .. ..........c U_���.................._. to Constr t I or Repair ( ) an Indivi, gal Sewage Disposal S s at No.... ............. . ............................ ------ ------- ------- Street '. f�._��6 cc,^.��_ as shown on the application for Disposal Works Construction Pe mit No:-�U-.__... .. ' Dated...__1__ __�..r.a-b...._....__ 1, Board of Health DATE ._....... -......•-LJ FORM 1255 OBBS & WARREN, INC.. PUBLISHERS '•� I BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02655/Tel. (617)428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering December 22, 1986 Town of Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 RE: Septic System Upgrade 22 Sea View Avenue Osterville, MA Installer: Alfred Fuller Gentlemen: Per your request , I have inspected the sanitary system for 22 Sea View Avenue. Based on visual observation, the system has been installed in accordance with the approved plan. I trust that this meets your present needs. Very truly yours , Peter Sullivan, P. E. Baxter & Nye, Inc . PS/bc F" . i 'jH OF r,. v PETER y� 0 SULLIVAN flo. 29733 �'} a MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS 7/ r . t '�. �,11Y � � .a c t 9'E. {,.� r � ro .a•��y`aC .t ec x�,� c�.. '.. 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' w /. :; :: '�.. f 9 u _, r,., r r.e{r�♦S+.^ , y'.+�'�,'�(1J,tiv,X�i� 5 {{s. .'�,. ,�y{�ppr�t>r4'' lr/'� •V11..� �'V 1'1 �"'• �.r`/ fi'� � (�'1 �1SY �y� '�'` ,5� ' 4 y d Panl�Y yYrV O4 r 5 + , � t �t 000+++ .r•� { ,,y�;�' ,.`` ... .;.. c zd+',:. i •.'F 1 !`,. ,�'ti� ,yr�[{� ���`'1�5�� ���'�t hf�`.�j�' `i�r;Y s •lY' d f`+ "` t1f�`�7 IEJ_ 2.�.3 F6. ."ZZ.�� i1�+ Toa�.vd: 22.3 FG• ' 7-L zo,3 Q osr, l ) /sue BoX v �;; �000G.^� ��i9.3 t9.9 S.EP,n'C �1 ''.• - C EL Z Z ~ ►ao � e N�we�.�,'�. Show E•a+'�'2. Ju�.�( �933 BdXT�,2 fs N I've. ;2.E6�,sr�reEl���Lcio.stiev6Ya�,� 7//!t�4Q�t/ /.f iS/o7-I3.4SEp GN.4IV/,YJ7:r-l-- --t/.yE.s�r-.sve!/�y�sfiVO T.yE o�FS,� .5•�lt/X/ AO Ta E.SI�tQG/S.y ,Goy--G/�y��T� USEp REVISIONS HEGARTY RESIDENCE '22 SEA VIEW AVENUE OSTERVILLE MA. . . - NO.'. REVISION DATE LIST OF DRAWINGS - - GE# TS&EET# ®ESCRIPTION T P�RO�ERCTIH o.. w �ooF. 'ICG YC�9?I UG6k�pY �� � > a m '0 G �. 'Er00 a o DRAWINGS ' 1 .A.0 FIDUNDATf N PLAN W C. Q Z .. - �.... _,-9" _ ,..•.> 2 7�_1. TST FLOOR PLAN X�..F.z ;y 3 !�2' F in a Z W=Z 0 .. __ ��... 2ND FLOOR PLAN- w. - �, 4 /A�-3 TYPICAL NOTES o 0 5 '.AA I.CONTRACTOR 564ALL SITE IN5PECT ALL EXISTING'VS. - � - Q W ATTIC FLOOR PLAN 4 `. PROP05ED CONDITIONS PRIOR TO AND DURING CONSTRUCTION d N ZO w.Q z �I I ELEVATIONS ._x.,. .. . -"'p 6 A_5. ELEVATIONS AANND NOTIFY DESIGNER OF ANY-DESCREPANOES AND/OR U F�.�z O. _,_NGES THAT MY E ENCOUNTERED _ ,. K�w a a a.K fn Z A A BUILDING SECTIONS&DETAIt O 0 0 ci'F c=i 3 w a Q - ( _6 _ _ Z.;CCN'iRACTOR'SHALL NOTIFY DESIGNER,IF AT ANr TIME - ... THROUGHOUT :COISTRUCTICN ANY E%ISTMG CONDITIONS ARE $ A,7 BUILDING SECTIONS ANYFOUNDP.THAT MAY PREVENT THE SUCCESSFUL IL COMPLETION 4AL� - ;ANY PORTION OF PROPOSED BUILDING.;C�IdfRAGTOR SHALL A p RLIJ.DING SECTIONS ANY NOTIFY 1G OAR F SUCATI�OOP QED BUILDING A5 A_8_ PRESENTED IN FINAL CONSTRUCTION-DOCUMENTS. 10 A_9 ". DETAILS. 3,CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY . tdor WALLS/SHORING ETC.TO MAINTAIN/PROTECT EXISTING HOUSE' - :. 11 A_10 DETAILS AND 5TReKTURAL INTEGRITY OF EXISTING HOUSE. . .. OM 12 "A-1:1 FRAMING DETAILS .W ATHERA LL E SHALL SCHEDULE E: POCOMPONENTS APROTECT INTERIORS SST FLOOR FRAMING PLAN DURING CONSTRUCTION AND AS MAY BE H TTEMPORARY ECESSAARR rTO ENSURE 13 rS_1- _ _ SUCH PROTECTION. YYN__ .II I NMI - ,• 14 (. S.2�y. ZND FLOOR FRAMING 5,5TRUCTURAL ENG NEER/DES IGNER TO PERFORM FRAMING . PLAN INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR.WALL PLASTER r:•._.... _R BOARD/FINISH_ ..-_ ,15 ,�'_3 ATTIC FLOOR FRAMING PLAN' - - .. . _ 16 IS-4 RQQF FRAMRVG.PLANCOO ' 'n �' A Fw-+ 0-4 O DESIGNER: 37 141 main street NO RTH S I D E DESIGN yarmouthport MA 0275 ASSOCIATES ph 1 r ('0^1 one:508.362.5260 fax:50ti.362.5269 northsidel@comcast.net www.northsidedesign.com TITLE COVER SHEET STRUCTURAL ENGINEER CIVIL ENGINEER BUILDER/CO.NTRACTOR down cape _ Ta for Desi n en i neer.i n i ric. PL LYI CONTRACTOR PROV DE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE E ABOFALLVE FINISH GRADE PER CODE.ALL Y �T CCOMPS WITH L HAVE REQUIREMENTSPREV OF E ION DEVICES AND SHALL PROJECT#: SHEET LLC D CIVIL ENGINEERS/LAND SURVEYORS A5TM FZO90. WINDOW OPENING DEVICES SHALL BE SELF ACTING AN DIAMSHALETER RL BE IGID DD SPHERE THROUGH THE TIONED TO PROHIBIT EWFIRNEDW OPENINGA PASSAGE OF .�939 Main Street Yarmouthoort,MA 02675 WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ph.508.362-4541 downcape@downcape.com DATE: 10/12/18 r- - -_ � -.. ., ,• - --, ..GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @.16"O.C.UNLESS - - - - OTHERWISE NOTED. B C D - A.7- Al A.8 , � 2.ALL INTERIOR WALLS SHALL BE 2x4.@ 16"O.C.UNLESS . - - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY „ - ALL WINDOW ROUGH OPENINGS - PRIOR TO ORDERING WINDOWS. - 4.CONTRACTOR SHALL VERIFY b'-4 I'-e '-6 4-o V_. - - - _ ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT \ / \♦ / \/ / 10'DIA.SONCTUBe DIMENSIONS NOT BROUGHT TO • Y' •'w BIGFOOT THE ATTENTION OF THE D -, .♦II r- FOOTING(5M) OOINGM) - DESIGNER. _- _ SUPPORT ABOVE VVV 4 . 'DROP WALL FOR II 76 -BUI CO EAO TYPE I( i 2x10 P.T. II II ' LEDGER W/(2)%' \ NO SLAB TO 14 , DIA BOLTS 1 16 I- - Q VERII REVISION DATE ,. GRADE HT. a':I O,C (TYP) \ / - b _ p a � .. i J -. ... © COPYRIGHT. 'i .r I II NORTHSIDE HEREBY EXPRESSLY - m ____ __-__ ___ -___ _ -------- _ _ Yi I RESERVES ITS COMMON LAW EAn µ T-5I4 '_lVq COPYRIGHT. - '24'CONL. POCKET I .. APRON, I I. THESE PLANS ARE NOT TO BE r _____________ __T �_ ____ -'' I 'IIIII _ ____ ___ _ __ ______ PRODUCEDICHANGED OR ___ --__ __ I T POCKET -$' _ RE VV. .. I c'..:g w 5 ♦ COPIED IN ANY FORM OR MANNER. Itl I x - w' +;, WHATSOEVER WITHOUT FIRST 3_ r------ ---------- ------ - - d,, r--- -_ ------ --- .. _. L L'DROPPED ---- ------ - ------------ . ____________ _I I D 9-.�'DIA.CONC., - .;, �I'll♦ .`♦ �� - OBTAININGTHE.EXPRESS WRITTEN I. - - EqM FILLED STEEL LALLY BEA - ♦ ♦ .PERMISSION AND CONSENT OF" I TS 4'x4'x.25'- 1 FNDN'WALL 'I 1. I 10•THICK x .COLUMN ppCKE7 10•THICK.x V-W I W STD,BASE PLATE I Hr.CHANGE I' ''I 9'-10' tll � 36'x36'xl2'D.CONC. III CONCRETE FNDN \ NORTHSIDE DESIGN ASSOCIATES:' P./, ♦2-9�DU1.'ANCHOR -� _ I ''�'I FNDN YY1LLE_ " art pl FOOTING(TYP CQINNUOU5 HALL ON BOLT9'TYP. I .. 75'ANCHOR BOLTS B 32' - I ? I ON i '_ - _ - 10°x20O0 CONCRETE ♦♦ ♦I D.C.MIN.7'EMBEDMENT .. I Cgr�IN0005 .FOOTING. r-- ;, I Wli43'x Y'PLATE WASHER I. ,, t. lo'x20" BUILDER: q k I FFoTCONCRETE , 1 �� A ... . ...............:.........................:......:...................:.................:.......:.:...... ..L....................:......i. ......... ..r....... r..r..i........-:.....'..............................-.... ....:....1 ..:-.1:............:........_::..--...:......-.-........--....s. ......a.:. ....._..... .......................... ........................ ...... ...Y.....:'.. A.6 y 1 ItlpI�I� ...I. . A.6 .�. ".• I I 10'THICK x 4'-B'(MIN.) I I I 1 .. I CONCRETE FNDN WALL.ON I • I " I. Itl.- I. I , I •:, .__ CONTINUOUS.1O'x20' CONCRETE FOOTING,. (3)1-97x11-' I-9{xll-%' 1 r LVL DROPPED LVL DROPPED _ ' DESIGNER' 1 F r i: NORTHSIDE " +--�—� •-2�'4. _ -b�'4'--{-�•'-'il6 -T�6 I r-T DESIGN `�z I -- ----- -- -- -.---- --- - I ------ � 'S dt I I I -i I I <_I I 1 I I I _ 1 .I I n Ir ® ASSOCIATES., GARAGE SLAB �q _10�4. '` ' I 1'DEEP cONiRActroN I .. $�I$ 8!Bass" $. - 8 ! 9 $ 9. i3�8 $ _ Al'CONC.SLAB ON b MILL' :I JOINT GUT WITH EARLY, _:I I UN WALL -i 1 pl '1-. - 1°-^ I I I I' I 1. .. I I :'I' �:.I I. I �,CHANGE I - 141MAINDISTINCTI SRESIDENTIAL&COMMERCIAL DESIGN . I VAPOR RETARDER. I ENTRY SAW .'..r. I__ --�. �_� .. I I L' L :I p I. , I : L_____ __._�.. I - _ ----- --___ _____ _ _ B _ I RMOUTHPORT•MA 02675 BACKFILL WITH CLEAN '� I : II - I, MAIN STREET f{.I f POCKET. I -96"DIA.CORRUGATED 141 YA COMPACTED FILL I. I' - I - 5W I o 3):1-9;h11-S6'. GALVANIZED STEEL ( 1362-2210 (303)362A802 I PITCH SLAB_•PER FOOT I - . NORTHSIDEDESIGN.COM POCIKET, II VL DROPPED. LVL DOPED; 1 �, AREAWAY W/GRAVEL _ _ -- - I - - �' _ i I .. BED, (TYP) F ♦ NORTHSIDU@COMCAST.NET II BASEMENT SLAB , BSMT WINDOW q - s ;<.:.: Y at..,,;,.I :II ?. Il - =i' �: 4' CENTER VCO PM ON 10 - i I .UNDER IST.FL. o STRUCTURAL ENGINEER: . - 1 y<• TS AN4k:26'CO I DROP TOP OF FNDN ,: I ^ -- ` .•.< - 11 - 64CKflLL WITH CLEAN j I I. WINDOW - nr W STD.BASE PLATE I DKAU 12-0 GARAGEOOR OPENINGS - F _ _____ I r� „I COMPACTED FILL - - I : ABOVE(TYP,) . 4 2-9�VIA.ANCHOR T.p - I. BOLTS TYP. 'I (TYP.) TAYLOR _ iCENTER -` . I _______________. __I__-__-_- �, :BSNIT WINDOW ESIGN LAC :UNDER IST'FL 1 - - �-'- I - UPI',. i WINDOW 1 I _________________________________________ ___ .- SABOVE 1 `" �____ _ _ �_ _ _______ _-_-__-_________________________------------__________ APRON .I ' j•..'v h _- �2,y :" m Ftu! _+s-:+:w fli.E= ,.va .'.4 ._TS,+.- I ' - -i __ _-2d0 P.T. _ _____ ______________ ______ ______ __-________-___- -. I LEDGER W/(2)9P - I T O.C.(TYP.).�Ib' II (2)2r.12 P-T., FLUSH lO'THICK x 4'-B'(MIN.) I CONCRETE FNDN WALL II I I 7r I . I CONTINUOUS 1052D' L POST ;6 26' 4'-O I � (2)2x12 P.T.. I I 1 5 CONCRETE FOOTING FLUSH POST ABOVE TY :- I '�.sn„s��i' 1 ...;,..r.: �� ..E•..w 'ix , .<:T.,s _ :.i..;:: ,,,,�. ,<;i: I _ � 3.i' I Tv � ENCE NOTES L ---.-.- -- ---- --'- - - -- -------------- FOUNDATIONIo•THICK x 4'-e• i SEA VIEW AVENUE , . - , I ,� ICCONCRE7E E FNDN wALL DN OSTERVILLE,MA. CONTINUOUS IO'20' I MAIN FOUNDATION WALLS TO BE 10' POURED CONCRETE `CONCRETE FOOTING 1 W-3000 psi W/26#5 BARS TOP 4 BOTTOM.FOUNDATION 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION � - I WALL TO BE ON 10'x2O' STRIP FOOTING.PROVIDE 3Y05 WALLS MAINTAIN 4'-0'MINIMUM COVER. j _ ;..:1 i.,a.u♦•" ..xr°.^ I - - HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY. - - - TITLE: PROVIDE A5 VERTICAL DOWELS•24'O.C. EXTENDED 3'-6' T. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF i ' ------------ J STEEL BEANS(TYP.). �. ____________ MIN. ABOVE TOP OF FOOTING. PROVIDE 96"ANCHOR BOLTS 6 - FOUNDATION ION WASHER. .MIN.7' EMBEDMENT W/3"x3'xPi PLATE 6.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL 78% 4'-1 - PLAN STRUCTURAL COLUMNS- 2.ALL STRUCTURAL STEEL COLUMNS TO BE W CONCRETE y CONTRACTOR SHALL NOT SCALE DRAWINGS FOR FILLED LALLY COLUMNS UNLESS OTHERWISE NOTED, LALLY DIMENSIONS.ANY MISSING, INCORRECT OR QUESTIONABLE B C SCALE:1/8"=1'-O" COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6'xWx%" DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE q 7 A 7 CAP PLATE t NECTIOf BASE PLATE O INGS DIA,BOLTS, DESIGNER BECOME THE RESPONSIBILITY OF-THE D 1 2 4 $ WELD ALL CONNECTIONS.COLUMNS FOOTINGS TO BE CONTRACTOR. ' 36'x36'zl2°SQUARE CONCRETE W/36Y5 BARS EACH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 10.GARAGE AND OTHER FILLED FOUNDATIONS, D 10'POURED CONCRETE WALL W/20 u5 TOP AND BOTTOM A.$ 4.CONCRETE SLAB TO BE 4'POURED CONCRETE ON BARS. FORM FOUNDATION ON IOk20•STRIP FOOTING. - PROJECT#: 7777*1 SHEET COMPACTED FILL, PROVIDE CONTRACTION JOINTS V DEEP AT PROVIDE 20#5 CONTINUOUS HORIZONTAL BARS AND KEYWAY .1 C COLUMN LINES.CUT W/"EARLY ENTRY'SAW. IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS. 1 H-OJ A O PROVIDE TRANSITION REINFORCING W/R5 BARS SPACED @ 12" FOUNDATION PLAN - FOR 'CONSTRUCTION 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS O.C.VERTICALLY.PROVIDE W x 12'ANCHOR BOLTS 0 32' REQUIRED BY CODE(WINDOWS OR MECHANICAL) O.C.MAX. MIN. EMBEDMENT W/3'x3'xk4 PLATE.WASHER. DATE'. OF Issue Date: 10/12/2018 10/12N8 16 — - GENERAL NOTES - 4.:ALL.EXTERIOR WALLS SHALL BE 2X6 @:is .o.0 UNLESS . - - OTHERWISE NOTED. 2.ALL 1PITERIOR WALLS SHALL. BE2X4:@ 16'O.C.UNLESS ` B .0 - D OTHERWISE NOTED. A7 A7 A.8 3.CONTRACTOR SHALL VERIFY . .ALL WINDOW ROUGH OPENINGS < PRIORTOORDERING WINDOWS: Yin-4�Z' -'YW-4' . _.. .DECK DECK 4,CONTRACTOR SWILL VERIFY • ` -- -------_ ----- --- - i ' ALL DIMENSIONS PRIOR TO CONSTRUCtION...CONTRACTOR .------ `I. - --___, ? ASSUMES RESPONSfBILILYFOR ANY MISSING OR INCORRECT 4' s DIMENSIONS NOT.BROUGHITTO E I I E 1 i THE.ATTENIIION OF THE DESIGNER. < DNA DECK 2 -- -DN n zR. La 28W� SCRN' .. 4.7'OUTDOOR BILKO TYPE°O' ,0-t ., 4 la- ?' - . SCREENED ONOIIER BULKHEAD PORCH. a NO ,12EVIS101�D DATE T 10: - DN. _E - 2'-s u YT SILT ® COPYRIGHT NORTHS c - RESERVES S fTS,ccmmN LAW Y Ze APF?dJ BENCH �. ' t , 3a81a�4a4 S COPYRIGHT. ProDEL/FINAL GREAT ROOM Fwct t� _ THESE PLANS ARE NOT TO BE- - REPRODUCED CHANGED OR J -fig >•._. VERTICAL+vINT -i _ COPIED IN ANY FORM OR MANNER DIMENSIONS T.B.D.qcw RHEAD - 8 T-v- ,_3 m - r-7y2' THROUGH cHll-wEr '- 22.- GARAGE m WHATSOEVER WlfHovl FIRST LAUNDRY I.L 3`•' _ _ _ - .8 - SS OF EN A .._ • PERMLSSION AND CONSENT e e NORTHSIDE DESIGN ASSOCIATES. I . BRERECFAST A ., _ Hg q',' BUILDER: - -- ' .....:..: ...------ ...... ...... ........ . - -- _. A6 r... �y3 -------' o I > --- PROVIDE I LATER 5/B'TYPE ` LAV 'W FIRECODE GYB'EWnRE ENTRY o : GARAGE t CEILING `V ..: --- - Z663 I I Q" - HALL i KITCHENg GARAGE I a = LINE DE J PANTRYa DESIGNER. N ON: DROPPED� ORTfISLD 3MPAMHARN --------- - vrz2144Su ' DESIGN E taEAi�i I - -- - REF _ -1� _ ATES _. .,:- _ '—•— - - --. 'DN. WALK-IN D RtB� KfINE1NF.eE,4©EMW7.&COMMEfICtAI OEStGN —PITCHED C". I868 (Y7• .CLOSET , ,ID-/NR „M ,�-2• _I. ... MAIN i WIHWM•MA02675 '. _... __ ___ --- - 141�813U-2220 TAM .ism362-9802... x. _ --- a ti i i _DW .- r ---Am $ MASTER NORrNVD coiaN�asrnrl' Y ( STRUCTURAL ENGINEER: I Tv2442 -- w.Lc. M.eaT I UP 24'W DESIGN LLC 16R- CABINET- e'DeL ON. ,T3 - . 24°APRON - - VANITY �\ - • I > YT . STAMP: A 51 'A 1 A t A 51. - '-0° M 0'-,: 4' '-0 O'-b '<b�--1' LINE OF 2ND.FLOOR 4 ti _ 4 ti 4 It 4 POSTS'TO 155UFPVRT WALL fi PROJECT- 'COVERED PORCH HEGARTY TYPICAL NOTES ON. LJ �d 50:NON RESIDENCE 2R. i I TAPERED PVCCOLUMNS W/ - I. CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. S - - �. TUSCAN STYLE CAP 22 SEA VIEW AVENUE PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION ,_____._ _ _ ____-____ LINEOF 2ND FLOOR - .AND BASE.(TYP-J 'OSTERVILLE,MA AND NOTIFY DESIGNER OF:ANY DESCREPANCIES AND/OR ABOVE,ALIGN CHANGES THAT.MAY BE ENCOUNTERED. 'POSTS TO:SUPPORT -B ,WALL. .SHINGLED'BASE W/ i 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME - A:7 Ct WHITE TOR AND - --.- " THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FLARED BASE FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF - - - (lYP,7 TITLE.: ANY.PORTION OF PROPOSED BUILDING.CONTRACTOR SHALL - - NOTIFY DESIGNER OF:5UCH PRIOR TO MAKING ANY 3'-Igl(j '.-li 3'-Ify 1ST FLOOR ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING ASrt PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. - PLAN 3.CONTRACTOR SHALL CONSTRICT AND MAINTAIN TEMPORARY C WALL5/5HORING ETC.TO MAINTAIN/PROTECT EX15TING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. A:7 - SCALE:'11$"=T-0" 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM CONTRACTOR_TO PROVIDE FALL PREVENTION ON ALL WINDOWS WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS WITH.SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL .D - DURING CONSTRUCTION AND CONSTRUCT TEMPORARY WINDOWS.SHALL HAVE FALL PREVENTION DEVICES AND SHALL 0 1 .-.2 4 $ STRUCTURES/ENCLOSURES AS MAY BE.NECESSARY TO ENSURE 'COMPLY WITH THE REQUIREMENTS OF .�A.$ SUCH PROTECTION. ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING 5..STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING AND.5HALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF A 4"DIAMETER RIGID5PHERE THROUGH.THE WINDOW OPENING PROJECT#: .SHEET INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO WHEN THE WINDOW'OPENING LIMITING DEVICE 15 INSTALLED IN FLOOR O ^ A. 1 ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. ACCORDANCE'WITH THE MANUFACTURER'S INSTRUCTIONS. P 18-m FOR CONSTRUCTION GATE: of .Issue Date: 10/12/2018 10/12/18. 16 00 GENERAL.NOTES 1_ALL EXTERIOR WALLS SHALL _ - BE 2x6:@ 16-O.C.-UNLESS OTHERWISE NOTED. !-ALL INTERIOR WALLS SHALL BE.Dc4:@ 16'O.C.UNLESS B C .D OTHERWISE.NOTED.. a_7 a 7 a - 3 CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH, .OPENINGS ,- - PRIOR TO ORDERING VAI NDOWS, 1 4.CONTRACTOR SHALL'VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT f--------------- - ------- DIMENSIONS NOT BROUGHT TO _ I I THE ATTENTION OF THE I DESIGNER. I I I I I 29' - .SCREENED - :PORCN - ROOF O BELOW . .. _.. .. b i - b �- -.-----------------------------_------- _ i ROOF ,: .. I s- -_5 A2 rt r 4 5 BELOW 4 2 4 �yy I -ram NO. .:REVISION'_ DATE _ _ _ 3a>!: C41 _ 0.0 t - T 4P1'. ..T 492 :._ TM462 JW2442, - :.... COPYRIGHT- NORTHSIDE HEREBY EXPRESSLY . _ _ = RESERVES COMMON LAW - o `� S - - ?• 3 - COPYRIGHT- . _ ,r;cam- ' THESE PLANS ARE NOT TO BE NrTY V - REPRODUCED,CHANGED OR c c _ COPIED IN ANY OR BATH:#2 WHATSOEVER FWITHOIlTFIRST NER BEDRM #2 BEDRM#4 OBTAINING THE EXPRESS WRITTEN A PERMISSIONAND CONSENT OF ....... .. ....... ...........:_--:_._..........--.__--._ .::...r..... __.:..:. •..... ..:-..._. - ............. .._ _ ..-.. _ .. _ - .. C i NASSOCWTES. . LINE OF&NO' NORTHSIDE .CUPOLA ABOVE - s - v DES G __ 4xG POST ON ., e rBUILDER: TO STEEL.-en. - --- - , o a II i STACK-" _ < DRYER . CLQSET i`WETBAR R- NORTHSIDE UNFINISHED rte. HALLDESIGN STORAGE DESIG E _.. ---- i 2'-3�X-- :b.. '-3 -OPEN TO _ _ -m KTINC[NFRE40ENTUfIl.&�Sf`SOOMMEAACOSSK,N - _ BELOW RAILING ———_ 14I MAIN STREET•YARMOMRH RI•NIA 02675 CLOSET ICE FAMI N . 362 2]IO (508)362-9802. NOrt1HS0H:OE50iN.COh1 i - _ ___ � I NOHEHSIDEl@COMCATT.NET' . STRUCTURAL EN --- TAYLOR 4 CHANGE ABOVE DESIGN LLC —3 STAMP: c ROOF ®y BEDRM.#3 b o '�.intiuty o 1i ANIPY I � I -LINE OF'IT . 1 FL EXTERIOR WALL BELOW o e8 P -A 51 - Y. 4410 ' ROJECT: —4 ------ -----------'— ------ --�---- :; t �' b a _ HEGARTY RESIDENCE 22 SEA VIEW AVENUE 4z sarz . OSTERVILLE,MA: —29 alu1 TITLE 2ND FLOOR B c p PLAN . A.7 Al A-8 SCALE:.1/8"=V-0° ARs1 0 1 2 4 8 a*- 1 PROJECT.#: SHEET CUPOLA PLAN 2N'D FLOOR PLAN 18-05 A.2 FOR CONSTRUCTION DATE:. OF Issue Date: 10/12/2018 10/12/18 16 GENERAL NOTES 1..'ALL EXTERIOR WALLS SHALL _ - - BE 2c6"@ IV-O.C.UNLESS . OTHERWISE.NOTED: 2 ALL INTERIOR WALLS SHALL. - BE 2x4.@ 16"O.C:UNLESS OTHERWISE NOTED. 3.CONTRACTOR SMALL VERIFY A 7 A7 A 8 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.'CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR - ASSUMES RESPONSIBILITY,FOR ANY MISSING OR INCORRECT � 4, ?. DIMENSIONS NOT BROUGHT`TO THE ATTENTION OF THE DESIGNER. ----------- >-----------i. j I I I '.ROOF - ..- .... I o BELOW ----- -.-----------------------`------------=---- NO: REVISION' DATE - I I ROOF y' i • C COPYRIGHT RES _,______-.- _____ - _ _ __ _________ COPYRIGHT - W- _ --- 2P - HEREBY EXPRESSLY 1 _._-_.-__--___ ti_, __ _____-_ __._,_ __ �___-__.-_ .I _ __.- .- �. :.. _ i - COPYRIGHT.S . .- :. �,.., :._. ,.a... COMMON LA - • THESE PLANS ARE NOT TO BE ,tea REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT.FIRST" . i ROOF mow'• - -BELOW LNORTHSIDE BTAINING THE EXPRESS WRITTEN (. BELOW I. " :? I , BELOW ERMISSION AND CONSENT OF ' DESIGN _ASSOCIATE A A o r I i i I I I I I I i ' I I I I I I ! ` -- -- nccEss :4 - .•, . .PANEL' . - DESIGNER:. NORTHSIDE ----- ------ ; 'DESIGN ON..14R ATTIC' I ASSOCIATES 6TINLTNE RESIOENTIA!&CAMMERCLll.OESNiN Ic------- -• ____ � I `. ial MAINS EET•VHRAi0U1 PORT•MA 01615 • I. - I. p (5M)30+2210 (5 0 81 3 62-9E02. _ .I m NORTNSIDEDMGN.Wm ROOF _ BELOW -- _ NORENSIOEI@COMfAST.NE1 STRUCTURAL ENGINEER: TAYLOR- ---- _- ------ ---- - -'- ---_- -- ---.--------- DESIGN LLG e _ ` --------=-- STAMP: I 1 I I i I I i I I 1 r I I I I I 1 o I I 1 I ROOF BELOW ; CRICKET PROJECT J HEGARTY L ..A4V257 1. AWI51 I ---- - --- --------------------------- .-------------- € RESIDENCE b , i ROOF 22 SEA VIEW-AVENUE �BELOWOSTERVILLE,MA. ----------------------- TITLE ATTIC FLOOR a PLAN A.7 A:7 - SCALE:1/8"=V-0" D A.8 0 1 .2 4 g PROJECT#: SHEET ATTIC FLOOR PLAN FOR CONSTRUCTION 18-05 A.3 DATE: OF Issue Date: 10/12/2018 10/12/18 16 1. ALL EXTERIOR WALLS SHALL Mow OTHERWISE NOTED. ' .i► 2.ALL INTERIOR WALLS SHALL GENERAL NOTESHA .iunn. .n.uun.. OTHERWISE NOTED. rimm�nm. onimilonsimiimm II siminsominissmos 3.CONTRACTOR SHALL VERIFY .nlnunlonnuuun.. .nl.ununumnnunn. rio.uuln.un.unuunnn •••••• .1n..l.In..1.In..un..n.mO. `.nnnr vu.nn .uunulnnmuuu..nnnmu.. CONTRACTOR SHALL VERIFY m1r n.n uunnuunn unununun. ..1 nlnnm.unm Inunuuunu► • o PRIOR 1...1.1,/..I.Ell III..\. l.111/...l.l....1.1\. r-ONStRUCTION. CONTRACTOR ASSUMES ,: :1.1....1.1./... •i...11.1...11. ...11.1...11/1\insiminsms RESPONSIBILITY ORINCORRECT •' of :..IIC�IRfCL71...,. IL..LIn.aall ■■ I—I �■ //l.11..a.,t... 11�1' :..I., ..l.11. .:..,.I....,.t...l 'lll���-111' 1.,....,.1....• DIMENSIONS . BROUGHT Ail..• I:.1/n Inn.., ..L.a.a...,.a.. ■'■ ■■ Il..unlnl.• ATTENTIONTHE .:1..1.' 1...1... 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O COPYRIGHT RESERVES ITS COMMON LAW I,...I.II...1.11...1.11...1.lt...1.11...ull...t.1n..t.ln..l.11..n.11...1.11. ■1..1.1....1.I....m....l.l....l.l....ln....I.t....I.In..l.l....m/../1•n..lNORTHSIDE HEREBY EXPRESSLY - Ei nn.n..lu...lu.n•u...lu...lu..t1 1u1.1 I.n...1u...lu..nl.n...l.n1.11 ...11.u..Itlu..Im./.11.1...11.1...Il.t...11.1...11.1...1,.1...II.I...II.I...11.1... 1.1.11...1.11...1.11...1.11...1.11...1.11...1.In..1.11...I.II...l.11...l.ln..ull...n .1...n11.l.IIIII...IlIn..1.ln..1.In..Ili....1.1....I.n...l.ln..l.l....,.1n..1.1.1 THESE PLANS ARE NOT TO BE Inu..1..1...InI...I..I...I..I...I..I.nl..l..Inn../1/.u..l..l...lnitl/1./unl..l. __..... .I..I.......2.100101.1..u•....._. .....1...1.�1�.�1��1.��1��1...1..1....-__...._.r1..1..�1��1�.�1��1�.�1..1..n..._._..=Y. 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DESIGN C, •.• •.• •• •.• nnnlnn ul......ln. m unuum unnu .,. .. ■. .■ numu unnunnn a nnmm nnnm PROJECT: Inaa.a ■,■ L...LLna ee 1.1 ■■ ....1.1..1 e■ It...a.tl mnuu I.1.u.nln. .1 nlnnnn nuunt ■. .. ■. .■ uuu.. 1.ul.lulnn ■e n ..non. nuu.ul luuu.ul nnlnlnnl. Ill ■■ mnuml �■ ..Inum nnnm nnnunnn n nn••vn nnnm — —' —� —� umm�l 1.u.l.nnn ��I 1nollop- -vnr, �unml IIIII���--IIIII IIIII���--111'' IIIII���--III'I IIIII���--IIIII Lunn. mu.n.un '1�—II mom u.mu HEGARTY nwiimiii�y,�+�mniiniiiiinii liinli�� ���i`�:ini nut.nn.ullm.nun.nlul o•- -.noon RESIDENCE 22 SEA VIEW AVENUE ....1..m11.a..u1.l Initn..tn.ln.lnl.u.l.ln.11 .......�� 1 - -= In.l...l..lr....•.•��, ...Int..n..l• I11 I11 ,. ,. 11I ''I - ..:.n;� :e Il.utnlll.l....1./Y••N.I.nn.lnl.l.l....1. =- _ __ _-__ ...11.1...11.1...tt.l...mt...11.l...11.l...11 �'u.� '� - 11.nOtlnl...l..l...n.l...l.n.11l.11...l..11 - l..1.ln..1.1....,.I....I.tn..l.l....ul....l. -__- - ELEVATIONS Il..l...t..t...1..1...1..1...1..1...11.1...1..1. 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A. A. OTHERWISE NOTED. 2,ALL INTERIOR WALLS SHALL Lg)IRyhl6' _ BE 2x4 @ 16"O.C.UNLESS VL n OTHERWISE NOTED. 2,12 RAFTERS s� s I6'D.C. - 3.CONTRACTOR SHALL VERIFY 2xB COLLAR TIES ALL WINDOW ROUGH OPENINGS e IV D.C. - PRIOR TO ORDERING WINDOWS. CUPOLA EAVE, • AZEK VAZM-4R 4' CROKN 4.CONTRACTORS SHALL VERIFY z) - -- --- ' ALL DIMENSIONS PRIOR TO EN)(pO�R�E g• LVL 1401 '-- --- CONSTRUCTION.CONTRACTOR hr3 SOFFIT. - • • 12 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT CUPOLAA BASE N6LE9 2x10 RAFTERS FURL S �1z DIMENSIONS NOT BROUGHT TO C._\ THE ATTENTION OF THE O. [0 1 16'O.C.RAFTERS ATTIC Y3 s� VZYY14' SS DESIGNER. 12 11-36'TJ.I.FL. a k'RAFT� JOISTS e W O.C. (TTP.) DILILLIL LVL FLUSH-AMC LVL I FLUSH ATTIC.F L O O RL —)._ _ _ _ _ _ — —. _ _ _. — —.—.—._.—._. IL IL IL IL IL IL IL lU IL IL IL TOP OF PLATE _._._.—._.— _._ _ _ _.—. — — — _ ado CLG.JOISTS - 210 CLG.JOISTS- - '2110 CLG. e 16'D.C. a 16,O.C. - :JOISTS a 2x12 RIDGE EAVE TRIM, - FMI /\ - /\ O.C. - •16' . ke FASCIA - LAUNDRY, ': CL. IIfIIII�����I�11IIff 1II� IIr \ 2C)I-?14k'�i LVL NO. REVISION DATE wIIrcE Aumwun GUTTERS ® GARAGE / \ CLOSET IL�I I� / \ BEDRM.#$ RAFTERS 6r SOFFIT(DEPTH VARIES = - —� 12 . —u © COPYRIGHT � pp-- Q 2110 RAFTERS NORTHSIDE HEREBY EXPRESSLY TO ALIGN SOFFITS) �; I - STORAGE ACC ai 74c PLYWOOD F s • k�B�E LD *1L YYiO II-76•TJ.I.FL,JOISTS TYoY� y�FLOOR GLUED *LL a 16•O.C. RESERVES IT COMMON LAW 0q( a 16'O.C.(TYP.) 6C AND NAILED CrP.) COPYRIGHT. (3)I-�'xd-T6•LVL BATH#2 BEDRM.#2 II-T6•TJ,L/�FvL.eJOISTS BEARING THESE PLANS ARE NOT TO BE 2ND FLOOR(subfloor H- ER FLUSH a 16'O.C.(TYP.) WALL REPRODUCED,CHANGED OR .. .—._._ — /. i .— COPIED IN ANY FORM OR MANNER TOP OFPLATE _ _ _ _ - � - _ _ _ _ _ _ � � WHATSOEVER WITHOUT FIRST STEEL BEAM AN IDE I LAYER 5/5' BEARING BEARING 3j I-97xll-TS'LVL S)I-9y411-T6' (S)I-94411-16• - OBTAINING THE EXPRESS WRITTEN W 14X53 TYPE'x•FIRECODE WALL HALL En FLUSH VL HEADER LVL HEADER PERMISSION AND CONSENT OF _ GNB ENTIRE GARAGE 6 FL FLU3H NORTHSIDE DESIGN ASSOCIATES. 1 CEILING A.6 i Lj LAy ETIwITR GREA R M KI - EN BR 1 y A'�•LIA'�'LI ® ( BUILDER: GARAGE -_ FLARED SHINGLES OVER ENTER TABLE _ JOISTS•16' � II�H�-yam' �I O.C. tlSTILOOR(Subfl-rL .—.—._ _. — ,—, GARAGE SLAB _ _ _ _ _ _ _ _ _ _ _ (3)I-9i411-%• .—.— 2112 FL. (3)1-%•xll-T6' (3)I-vo.11-%' — — — 21h Ft wt JOISTS o 16• LVL LVL JOISTS e W DESIGNER: NORTHSIDE D.C. O.C. w' x RON ® DESIGN CONCRETE FNDN HALL ON CONTINUOUS .- ASSOCIATES • wor''CONCRETE BASEMENT BASEMENT BASEMENT b . BULKHEAD ENTRY - ,. .• - Z DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN (BEYOND) 3 Xl'DIA.CONC. - $ 141 MAIN STREET•YARMOIITHPORT•MA02675 FILLED STEEL LALLY (508)362-2210 ISM)362-9802 COLUMN 36436'ArD.CONC. NORTHSIDEDESIGN.COM FOOTING(BEYOND) - NORT111ID11000MCAST.NET BASEMENT SLAB STRUCTURAL ENGINEER: ---- YLOR A SECTION AYLOn FLOOR JOIST, - SIZES VARY t Qq 2xS BOLTED TO. • ARTY FLANGE ,. ® RESIDENCE 22 SEA VIEW AVENUE OSTERVILLE,MA. BEAM SIZES VARY 1 , . . ENCASE STEEL) TITLE: BEAM IN FIRE - RATED SHEETROCK BUILDING SECTION & DETAIL SCALE:1/8"=1'-0" CONNECTIONS PER AISC GARAGE : '� p o 1 2 a a GARAGE • PROJECT#: SHEET (-GE TO STL . BM . CONNECTION 18-05 A.6 FL0ANBOLTED TO i SCALE: NOT TO SCALE FOR CONSTRUCTION DATE: OF Issue Date: 10/12/2018 10/12/18 16 L r - GENERAL NOTES .. 1. ALL EXTERIOR WALLS SHALL A f BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. - - 2.ALL INTERIOR WALLS SHALL - _ - - - BE 2x4(off 16"O.C.UNLESS - - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY n. " .. .ALL DIMENSIONS PRIOR TO _ CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISS ING OR INCORRECT „ DIMENSIONS NOT BROUGHT TO THE Y I-RI 9•1II-:b' 12 DES ATTENTION OF THE L)L ( I�xIE DG Y 2 12 12 4v: 12 2110 RAFTERS : (2)2112HDR. 12 y Zx10 RAFTERS TOP.OF PLATE_ _ - • 2110 CLG.JOI5T5 " DORMER PLATE —.— I+t +. NO. REVISION DAT E GARAGE © COPYRIGHT STORAGE �� =1 \��L• RAFTERS - NORTHSIDE HEREBY RESERVES ITS COMMON LAW EXPRESSLY, .. wi. COPYRIGHT.. 9j TtGPLYWOOD ILL F _K 12 9UB-FLOOR GLUED .t m ,. . ,. THESE PLANS ARE NOT TO BE .. AND.NAILED TYP. E E LP. 4 ( ALIGN ALIGN REPRODUCED,CHANGED OR / SOFFITS COPIED IN ANY FORM OR MANNER ' SOFFITS II-16'TJ.I FL JDI$TS _ (s� L v 16.D.C.(TYP) — 2ND FLOOR bfiour _ . P O TOF PLATE .— PERMISSION AND CO SSEN OFTTE N - Y11-16' NORTHSIDE DESIGN ASSOCIATES. LYL HEADER - A. BUILDER: , LA I kRY LAV. HALL- - CLOSET T_ COVERED PORCH - 'm�z ,.BEYOND. - - - � I PL7N OD .. `• _ 1ST FLOOR(ubfloor)_ _ ,y, .NAILED(TYP.) .. —.— —.— .—. — — _ L RIDGE ES i SIDE D�RRAAFFTTERSI NORTH DESIGN VV DESIGNER: - L L DROPPED t - - \112, BEYOND - 12 ES 2,12 FL JOISTS BASEMENT - ATTIC - - ASSOCIATES 1, L1 ... (3),1-9hll 76: II-Tb'T.J.1.FL, " DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN -. 10'.THICK x 91-IW 3-g'.VIA.CONC. — LVL-FLU514 J015T5I 16'O.C..• 141 MAIN STREET'YARMOUTHPORT"MA 026750. . - CONCRETEFNDN FILLED"TEFL LALLY fr (TYPJ _ ' .. 362 2210 508 S08 362 9802 ' WALL ON COLUMN ION - - - 1 1 ISM) 2 . CONTINUOUS IG. FOOTING(D,CONIC. ap (2)I-9hll-g• O HSIDEDES GN.COM CONC.FOOTING. FOOTING(BEYOND) - LVL FLUSMp - - r . NORTHSIDEl@COMCAST.NET e 4'CONC SLAB .6'COMPACTED FIflL - _ (9)I-94k11-w � BASEMENT SLAB . _ - — —.—.- — : —'— —'— — —'— — —'— - _.— wL DROPPED STRUCTURAL ENGINEER: 'JOISTS•16' 2x12 RAFTETS . �TAY O L R ` DESIGN LLC BATH#2 LOSE \� HALL. jN 12, N _ - 210 RAFTERS _ u7 SECT O , B D.C. . s i6 T —44111 3)I-9ikll-% ... (3)I-9yxh-Tb' 2)" 1-9?xh.-26' :OO 0 0 . • LVL FLUSH LVL FLU5H I-9l'11-TS LVL) FLUSH / t . -LVL FLUSH + 11-SS'T.J.I.FL. --'f RTY -015T5•16'O.C. -r (TYP.) - - GREAT ROOM .FOYER COVEREDii - t DENCE ��. PORCH EA VIEW AVENUE -- OSTERVILLE,MA. 2112 FL. JOISTS • O.L. " TITLE: BUILDING t . _-S ECTIONS � BASEMENT SCALE:1/8"=1'-0" 0 1 2 4 8 SEC 1 ( O N PROJECT#: SHEET C R CONSTRUCTION 18-05 Al DATE: OF Issue Date: 10/12/20.18 10/12/18 A 6 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. - 3.CONTRACTOR SHALL VERIFY I , ALL WINDOW ROUGH OPENINGS I PRIOR TO ORDERING WINDOWS. I i 4.CONTRACTOR SHALL VERIFY I ALL DIMENSIONS I CONSTRUCTION. CONTRACTOR 1 - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 12 DESIGNER. 12� I;?xIa;RIME a NO. REVISION DATE ® 0 COPYRIGHT FAMILY RM. MALL BEDRM.#4 NORTHSIDE HEREBY EXPRESSLY BEYOND - RESERVES ITS COMMON LAW . COPYRIGHT. THESE PLANS ARE NOT TO BE -- - REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST - - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: I COVERED PORCH MASTER MASTER - SCREENED BEDRM. BEDRM. PORCH DESIGNER: NORTHSIDE I DESIGN i i _ ASSOCIATES BASEMENT ° I I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - 141 MAIN STREET•YARMOUTHPORT•MA D2675 362-2210 ISM)362-9802 NORTHSIDEDESIGN.COM NORTHSIDE1@COMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC 01 D SECTION I I J E yp f •t ARTY IDENCE 2 SEA VIEW AVENUE OSTERVILLE,MA. TITLE BUILDING SECTIONS (SCALE:1/8"=1'-0" 0 1 .2 4 8 PROJECT#: SHEET FOR CONSTRUCTION 18-05 A.8 DATE: OF Issue Date: 10/12/2018 10/12/18 16 ) ' GENERAL NOTES _ I - 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS -F - OTHERWISE NOTED. BITUMINOUS JOINT FILLER, 3­�" GONG. FILLED STEEL 2.ALL INTERIOR WALLS SHALL TOP OFF W/ FLEXIBLE JOINT LALLY COLUMN NOT TO BE 2x4@16"O.C.UNLESS SIDING: REF, ELEVATIONS 6 MIL POLY VAPOR BARRIER SEALANT "SIKAFLEX IA" EXCEED IO KIPS LOADING OTHERWISE NOTED. AND/OR B' IN HEIGHT 3.CONTRACTOR SHALL VERIFY "TYVEK" HOUSEWRAP )i" G.W.B. 2" CONCRETE DUST CAPA ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. Y2" GDX PLYWOOD �4' T$G PLYWOOD SUBFLOOR. GLUE CONCRETE FOOTING: BASE PLATE 4.CONTRACTOR SHALL VERIFY 4 NAIL TO JOISTS 36"x3V'02" DEEP CONSTRUCTIION.PRIOR 2X(c_ @ 16" O.C. - ASSUMES RESPONSIBILITY FOR (e MIL POLY VAPOR 3 @ #5 REBARS ANY MISSING OR.INCORRECT INSULATION PER CODE BARRIER CONT. BOTH WAY THE NSIONSNOTTENTIONOBROUGHT TO II—T/g" T.J.I. FL. JOISTS @ I6° O.C. - F THE DESIGNER. DBL. 2x6 P.T, RIM J015T OR DBL. PERIMETER - Y2" CDX P.T. PLYWOOD BOTTOM b n MIN. F. I =IIIm NO. REVISION DATE FILL 4 TAMP 5' OUT FOR III-III—III—I I —_ oRT°ISI�E HEREBY EXPRESSLY -I I I=I I I=I I I I I I I I I=I 101 I—I I I—I I I I I I—I I I I I I—I I—I I I MIN, I"/FT. SLOPE. 2x6 P.T. SILL III—III=III=1 I =III=III=1 I I—III=III=III=I i I=I II_ I I i III— RESERVES ITS COMMON LAW PROVIDE 12" D. BED OF I I THESE PLANS ARE NOT TO BE STONE WHERE NO GUTTERS ;' I l - - - - - REPRODUCED,CHANGED OR SILL SEALER - 33, 2,_(v 1, 3R COPIED IN ANY FORM OR MANNER.. • I p°:• - ff1 MIN. - WHATSOEVER WITHOUT FIRST OBTAING THE EXPRESS 2 @ #5 REBARS ,3'-0" PERMISSION AND CONSENT OFWRITTEN ONSENOFN 1 m CONTINUOUS Q,AROUND NORTHSIDE DESIGN ASSOCIATES. ° ALL OPENINGS I LALLY COLUMN FOOTING .DETAIL BUILDER: ° °' " ANCHOR BOLTS @ 32" a I II I I I—I I I—I I I—I I I I I I-1 C3 SCALE: =1'-01. O.G.. MIN. 7 EMBEDMENT -1 I I I I lEd I I—I I I I I I 1 I la I I-1 I I W/.3"x3"xY,4" -PLATE WASHER -I'I 11 I El IE-I I I - I i1 I I I-�11 111 -III III=III—III=III III-III—III PROPOSED BASEMENT DESIGNER: NORTHSIDE 2'-O" " 4" CONCRETE SLAB GARAGE DOOR DESIGN 10 ® ASSOCIATES — I .-CONCRETE COORDINATE R R R FOUNDATION WALL _III=III=III=1 I I AN LE x. GALV. DIMENSION W/ DOOR ANGLE W./ #4 DISTINCiNERESIDENTIAL&COMMERCIAL DESIGN III=III=1 I1 W (cx6 W2-9xW2:9 LOCATION ANCHORS @•V-O" ° 191 MAIN STREET•VARMOUTHPORT•MA 026J5 TOP Yj OF SLAB 2 @ #5 REBARS I=III—III O.G. MAX. sos asz-ORT (S08I362-9eoz - � NORTHSIDEDESIGN[OM CONTINUOUS 4 AROUND — 6 MIL. POLYETHYLENE 4" CONCRETE SLAB, NORTHSIDE1@1COMCAST.NET ALL OPENINGS III- I =III VAPOR BARRIER 6" APRON, THICKEN TO —III— I—I I 8" @ DOOR OPENING PITCH TO DRAIN s- BITUMINOUS JOINT -.. STRUCTURAL ENGINEER: 2x4 KEYWAY _ -III—III I FILLER, TOP OFF - 2 @ #5 REBARS, W(cxb W2-gxW2.a TAYLOR =III—� • ° ° W/ FLEXIBLE JOINT CONT. @PERIMETER TOP OF SLAB (1� LLC .III— —III SEALANT , CARRY DAMPROOFING — — — 77. OVER TOP OF FOOTING- GRADE 3 @ #5 REBARS —I s u -1 1.1 ° •.. r 2x KEYWAY CONCRETE FOOTING: __ a • •_ m- 6" COMPACTED /4 EKE AY � 20"x20"xI0" DEEP !AL 3" 3" FILL 6" c01"IPACT ARTY FILL 2.@ #5 REBARS, ESIDENCE IN. IN. CONT. . 22 SEA VIEW AVENUE OSTERVILLE,MA. 40 GARAGE APRON DETAIL TITLE: TYPICAL SLAB / FNDN WALL & SILL DETAIL SCALE: DETAILS 2 .3 = SCALE. 1'-0" /a° SCALE:3/4"=1'-0" NOTE: 0 2 4 B 12 18 ALL FOOTINGS SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE PROJECT#: SHEET FOR CONSTRUCTION OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC 18-OS A,9 MATERIAL. NOTIFY DESIGNER IMMEDIATELY IF DIFFERENT .y Issue Date: 10/12/2018 CONDITIONS ARE ENCOUNTERED DATE: OF 10/12/18 16 I. I GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL SIDING? SEE OTHERWISE NOTED. LESS ELEVATIONS 3.CONTRACTOR SHALL VERIFY "TYVEK" I. ALL WINDOW ROUGH OPENINGS HOUSEWRAP PRIOR TO ORDERING WINDOWS. I 4.CONTRACTOR SHALL VERIFY YZ' CDX PLYWOOD I ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 2X6 @ I6" O.C. I. ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO . INSULATION PER THE ATTENTION OF THE, CODE - - DESIGNER. 6 MIL POLY VAPOR BARRIER Y2" G.W.B. NO. REVISION DATE • © COPYRIGHT, NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW �5ys(CALE:YPICAL EXTERIOR WALL DETAIL THESE LANTHESE PLANS ARE.NOT TO BE %4'_ -O" REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER. WHATSOEVER WITHOUT FIRST • - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF - NORTHSIDE DESIGN ASSOCIATES. BUILDER: TYP. EXTERIOR WALL WHITE CEDAR SHINGLES FLARED W/ DBL. DESIGNER: NORTHSIDE STARTER COURSE DESIGN ® ASSOCIATES "TYVEK" AOV5EWRCAP DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - CONT. OVER X2" BENT n 141 MAIN STREET•YARMOUTHPORT•MA 02675 PLYWOOD .t_OLLI (508)36-2210IDEDESIG(508) 62-9802 NORTHS J - - - NORTHSIDEI@COMCAST.NET �'I U— _ - 2x P.T. BLOCKING, URAL ENGINEER: RIPPED AND BEVELLED TO CREATE FLARE G H OF LO 1 LC METAL FLASHING - A 54"'xIO" WATER 4 • .A TABLE VI GDX P.T. t I !4 AL PLYWOOD BOTTOM 6" II EGARTY RESIDENCE 22 SEA VIEW AVENUE TYP FNDN WALL - °,y OSTERVILLE,MA. TITLE SHINGLE FLARE & DETAILS U�b WATER TABLE DETAIL SCALE:%"=l'-0" PROJECT#: SHEET FOR CONSTRUCTION 18-05 AID Issue Date: 10/12/2018 DATE: o/f 10/12/18 -. LEGEND SYSTEM DESIGN. SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. t � � -- 99 -- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 Main 5 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE o� X 99 J 2. MUNICIPAL WATER IS EXISTING EXIST. SPOT ELEV. EXISTING 6 BEDROOM DWELLING \ TOP FOUND. EL. 22.0 FILTER FABRIC OVER STONE �e5 Fo -[99]- PROPOSED CONTOUR PROPOSED 8 BEDROOM DWELLING 21 .0 MINIMUM .75' qF COVER OVER PRECAST 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. �, 2% SLOPE REQUIRED OVER SYSTEM 20.0 _ �� S�Bo East I?- OIL Bay DESIGN FLOW: 8 BEDROOMS @ 110 GPI = 880 GPD NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o 198.4] PROPOSED SPOT EL. PRECAST H 10 BLOCKS OR TH1 USE A 880 GPD DESIGN FLOW RISERS (TYP.) THICKNESS REQUIRED BLOCKS PVC PRECAST RISERS TO BE AASHO H MORTAR ALL H-ItO .• 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE 12" MIN. INT. DIM. ENDS (TYP.) INV S EL. 16.2 3.5' O YYY SEPTIC TANK: 880 GPD (2) - 1760 *17 5' SIDES 7.2. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ° nor 2% SLOPE OF GROUND USE A 2000 GAL. SEPTIC TANK tt�� c' �.y 10" 2000 GAL H-ZO 14" ° '' a°o°o°o° 310 CMR 15.000 (/TITLE 5. D NPo� Crl'Z 16.96' TEE TEE o000 0000 l ) UTILITY POLE SEPTIC TANK 16.71 0 ° o o ®® ®®®® ®®®® -®®®® >oo °��d 4' LIQ. LEVEL o°o°o°o°opo° o°o°o°o �J®®®® 'o°o°o°o° Q LoCuS ° ° ° ° ° WATERTEST D'BOX o 0 0 ° o ®�®®�®®0®®0 ®�®®®®®®®®® ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT LEACHING: GAS BAFFLE .: ,°o°o°o°o°°P, 00000000 o o O 000000Qo y• ACME OR EQUAL °��-^ ^ FOR LEVELNESS N )°°°°°O°°O°°O ®®®®®®®®®0® ®®®�®�®®®®� ;°o°o°o°o TO BE USED FOR LOT LINE STAKING OR ANY OTHER °°°o°°°° °°°°°°°° PURPOSE. FIRE HYDRANT �:: :: 16.57 1 .40 >°°°°°o°° °°°°°°°° 14.2' yY° SIDES: 2 (73 + 11.83) 2 (.74) = 251 GPD NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING "o°o°o°o°000000p00000Oo°0000000000000Oo°opooa 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. `^ BOTTOM: 73 x 11.83 (.74) = 639 GPD o°o°o° °o°o °S°° . �e 3/4 -1-1/2" DOUBLE WASHED STONE 4' MIN. H-ZQ 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. e� P TOTAL: 1202 S.F. 890 GPD ALL AROUND PRECAST STRUCTURES (8) UNITS REQUIRED COMPONENTS NOT TO BE LLED OR CONCEALED Seo �I WITHOUT INSPECTION BY BOARDRD OF OF HEALTH AND Nantucket 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 73.00' X 11.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. �+COMPACTION. (15.221 [2]) N Sound LOCATIONS INSTALLER SHALL VERIFY THE USE (8) 500 GAL. H-20 LEACHING CHAMBERS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING - . LOCATIONS OF ALL UTILITIES AND ALL ACME OR EQUAL WITH 3.5' STONE SIDES 2.5' ENDS. DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY 2 5 9.0' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM ( % SLOPE) ( 1 % SLOPE) % SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000't REMOVED BENEATH AND 5' AROUND THE PROPOSED MA FOUNDATION- 15' SEPTIC TANK 14' D' BOX 22' LEACHING LEACHING FACILITY. ASSESSORS MAP 162 PARCEL 15 APPROVED DATE BOARD OF HEALTH "• _off FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO776J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20' J MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' \ MAX. BUILDING HEIGHT 30' �9 SITE IS LOCATED WITHIN THE RESOURCE \ PROTECTION OVERLAY DISTRICT J� L� SITE IS LOCATED WITHIN THE AQUIFER + k\ PROTECTION OVERLAY DISTRICT nDh 4v ; OWNER OF RECORD 2 00o LAURI HEGARTY 22 SEA VIEW AVENUE OSTERVILLE, MA' 02655 o } LOT AREA % TENNIS ( ` `�9 COURT 28 350 S REFERENCES ES ;' �P ry CERT. 142368 4# X Q LCB i i A LC PLAN 15502 o FND / ` r•. <v c LC PLAN 14389 A- PORCH ECK �9 t } f l V / 't° EXISTING I � DWELLING ' i?st9 Q DECK t LCB FND I t S �y PROPOSED ( KEN) \ 1Ca �<^� �" ' � DWELLING EXISTING � ) TOF = 22.0 � �\ } 1� GARAGE t ;ir t 2 TEST HOLE LOGS • s. CRAIG J. FERRARI, SE 13871 � \ - N ENGINEER: � `��R �`�� � `�- �' `',-`,a.. WITNESS: DONALD DESMARAISF`R� \ `� DATE: g/14/2018 20 �' q �` �. � 2r iF R�9 1 21 � , .�� �_... .. ._... BAR , SE .`..,, PERC. RATE _ < 2 MIN/INCH / w SLAB = 21.0 ` 40. `� J CLASS I SOILS P# 15755 �o �,� Q' TITLE 5 SITE PLAN � ELEV. � ELEV. � ELEV. 4 ELEV. � ,a 3 � � � � �•- � / OF p" 20 0 20 p 20 O„ 4 20 A A A VIEW LS LS LS - A iskw Lc6 22 SEA AVENUE LS FND ROPOSED NEW 1 OYR 3/2 1 OYR 3/2 1 OYR 3/3 1 OYR 3/3 �I WATER SERVICE ERVILLE 9MA 10 g 12 10 NTAIN 10. MIN. B B B 16 g S ARATI LS LS LS LS -_ BENCHMARK: SE TIC C Po NTs PREPARED FOR 10YR 5/6 10YR 5/6 / / CEMENT BOUND 30" 17.5' 28" 17.7' 30" 10YR 6 6 17.5' 30 10YR 6 6 17.5' =20.6' NAVD88 LCB FND JEREMIAH LAURIHEIGARR'91r"Y DATE: SEPTEMBER 26, 2018 C C C C PERC PERC Scale: 1"= 20' MS MS MS MS 0 10 20 30 40 50 FEET 10YR 7/6 10YR 7/6 10YR 7/4 10YR 4 7 / , off 508-362-4541 O 1 fox 508-362-9880 1 CANIELA. cyP o�'� CANIEI �c 6 DANIEL y���, �o�'� CANS EJ l downcope.com 132" 9' 132" g' 132" 9' 132" g' GALA " -A A. cn CIVIL c °;�� f oJALA down cape engineerhq, inc. NI No.40,980 No '�1 No 46502 q No.46502 �'o o � �Po civil engineers :_cAC�STERi���. D� FG� � c� S� rF5 '� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED F sre NQ land surveyors 939 Main Street ( Rte 6A) DCE # 18-080 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-080 HEGARTY.DWG