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HomeMy WebLinkAbout0176 BUMPS RIVER ROAD - Health c� 176 BUMPS RIVER Rl'P OSTERVILLE 4 ; M .n 1 1 TOWN OF BARNSTABLE LOCATION � l 1�.t�S 1,-1\��:� SEWAGE# VILLAGE asA d_c AJ Ake- :ASSESSOR'S MAP&PARCEL ',INSTALLER'S NAME&PHONE NO. �� ;_SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 1� f 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 73 3 No. DWI.r '°� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Vspo8al *pstem Construction Permit Application for a Permit to Construct W Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 17 4+ 50M p S 121 V E-4 Owner's Name,Address,and Tel.No.C77� T2,1-3�9 y osT' Z5Av JiN PA/ alff4-c.A Assessor'sMap/Parcel 1-2ID 7— 1 O &ox 4bl 8A72 E e26 Installer's Name,Address,and Tel.No. (5W 54o 49®7 4 Designer's Name,Address,and Tel.No. iri4GM l�1/�/I�iV4/iU ,1/t-G//i.L Z C, Type of Building: Co 440e-) Dwelling No.of Bedrooms Lot Size ` r1 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2 70 gpd Design flow provided 377, 7 gpd Plan Date aa Number of sheets a Revision Date Title 7o iJwMAs �%VZA_ A,4zV?r173Le / [7/s /31 L/0P23 Size of Septic Tank /SRO 6 Type of S.A.S. C 1-t1fMi90 *— Description of Soil � 2 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of t e afore described on-site sewage disposal system in accordance with the provisions of Title' of the Environmental an to lace the system in operation until a Certificate of Compliance has been issued by th' oard of Health. ` Si Date Application Approved by Date 4CARi Application Disapproved by Date for the following reasons Permit No. �- Date Issued Z® c�� ------- -------------------------------------------- --- - -- r 4 . r e K .t��. t. I � ♦ '�' a . •Y tJf� .:Yi,ry•c..., ., Y \ t No. ! ✓ ./ i F� °� - Fee 56 n .THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Des PUBLIC HEALTH DIVISION F .TOV11OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for jbI#'6al *pBtem,Construction Permit Application fora Permit to Construct( Repair( ) Upgrade( Abandon(\), ❑Complete System ❑Individual Components Location Address or Lot No. I (i i�um P V Owner's Name,Address,and Tel.No-01 �,5`2 P 3 R19 9 i 6"5r"F t, w ' 4,, j/AV1iJ�r2["�a �cp Assessor's Map/Parcel I"2 D [,�AW AAMY3�C 6241 Installer's Name,Address,and Tel.No. 4 15W�`Q0-91>74 ':ti Designer's Name,Address,and Tel.No. (SIZA4'V 4S-/Z25 fll1NSjie.�sc T7tnv.. /!� t. ,-, 1 t Type of Building: Dwelling No.of Bedrooms 13 Lot Size ���' . sq.ft. •+Garbage Grinder( _) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ..�� j 0 gpd Design flow provided 770 gpd Plan Date /d `174, 7 17 Number of sheets Ti Revision Date Title "'Size of Septic Tank Type of S.A.S. le bnrt G Fit*! C/-01� ',,91-*t . Description of Soil f ` Nature of Repairs or Alterations(Answer when applicable) : Date last inspected: t Agree ent { ', fi*aa^ )e ,a a ' + The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal.§ystem in accordance with the provisions of Title 5 of the-Environmental God e arid.n t to place the system in operation until a Certificate of , Compliance has been issued by this4 Q of Health. d '7 r' Signed,.. ._-- /} Date Application Approved by Date?,/ Application Disapproved bye' _ Date s` for the following reasons _,11 Permit No. G� 345 Date Issued 0/.�W ,/'� �- ,__----- __-___. -: _ ------ THE _ - COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ` c THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V ;afA Repaired( ) Upgraded( ) 'I Abandoned( )by -j N /4.,S77-e/Z-T7 61 at, f 7A a-57- •-has been constructed in accordance - -- - - P with the provisions of Title 5 and the forDisposal System Construction Permit No) 17-3 C,:-5.dated Installer P-/ Cp/G ST7U0741 -"lAe-- Designer gn r74L&pVTtl �sfiG/d1�,E�P//►�C /iL G,. #bedrooms _ Approved design flow _ 3'77, gpd The issuance of this permit shall rnoott be construed as a guarantee that the syste will fun tl aspic esigned. Date /` Inspector �f --------------' ------------------------- ------- ----- ---- ---- --- �- 11----=------------ ------ ---- ------------------- No.t" /[ q i' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem ConitrUction Permit Permission is hereby granted to Construct( V� Repair( ) :Upgrade( ) Abandon( ) System located at L A-3 a17 o*JS !2f/fib Aj/ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must beycomplejed within three years of the date of this permit. 1 ' Date !( Ac coC'" / �2 Approved by G o,* Town of Barnstable ' Regulatory Services Richard V. Scali,Interim Director , wuvsraatE, « . Public Health Division s639• 'Thomas McKean,Director' , 200 Main Street,Hyannis,MA 02601 t Office: 508-862-4644 Fax: 508-790-6304 1, Installer&Designer Certification Form " Date: l b ?ol Sewage Permit# Assessor's Map\Parcel 20 -92/ - Designer: ��tL�'r1 YV77q Installer: f'/"} 60M S )N/ Address: O ACA4!.� L�u,� "?�� Address: o (i7 'a&-a aA On 1—) kwas issued a permit to install a (date) (installer) septic system at �](o (bu rA ps ' -t Vkut-.AD' based on a'design drawn by (address) dated /O 2 2z, (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils , were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found_satisfactory. . I certify that the system referenced above was constructed in com liance with the terms of the IAA approval letters (if applicable) ` of M�Ssq I r • per' MICHAEL J. �y BORSELLI cGn (Installer's Signa e) o CIVILrn No.35054 TE�' S/O L ENS esi er s Signa e (Affix Desig mp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc • ti S16 Town of Barnstable P# Departinent of Regulatory Services mr� i .rwvea,m[st Public Health Division MA&R , : _ ,r s�19.�� j.r 200 Main StraaL Hyannis,MA 02601 h� �. Date Scheduled Tiine .K" Fee Pd. G � sue- - Soil Suitability'A' " ��; ssessment'" for S "6isp osal j Parformed•By: OI c�"�i0r�t— �5 �/ Witnessed By: —P--—3 LOCATION&.GENERAL INFORMATION C*7'74 !FZ Y1 Location Address 1116 •geld MPS �•%V I€A �L,b� 0S'(r' Owner's Name DAV)6 00APMEZZA v v)( 48;3 13A,2N S7�tf3(,E D 3 b Address irAL/1'M 1vrw rNG) Assessor's Map/Parcel: a�_3 I/n2' r Engineer's Name�7 AC4A-O E-my i-N NEW CONSTRUCTION 1✓ REPAIR �t fV17� fr ' G2� Tale hone_ #, _ Z sg- Land Use S.Lfl�L R� Slopes(96) �+� a Surface Stones_ � Distances fbm: Open Water Body .�!t 5700 }t 1'ossl6lc WetAren 7-to ft Drinking Water Wcll .�SVa $ Dralha a Way a Z 0 0 11 g Y- ft Property Line _,_Z,____ft Other_�1_4 ft SI t'TCHe(Stroat name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands 1'n proximity to holes) : 7flo itz ,� � BPS l t� -c2 (�� CosT-g Parent material(geologic) 50TX)0 I ' Depth to Eadraok OF M9SS Depth to Groundwater. Standing Water In Hole: � Z.®. . Weeping ltom Pit papa � , �� 9c p� MICHAEL J. yG Estimated Seasonal High Oroundwater Z.O BORSELLI o CIVIL _ DETERMINATION FOR SEAS.ONAL'I[IGH WATER TABLE .35054 Az. wn�4P e Method De th Observed standing In obs.hole: In,"',Depth to soil mottles; la.' FS Ep1� Do to weeping from side of obs-.hole:-_- a(g, Groundwater Atuuatment ttk Index Welly - Reading Date: ludex Well ievol.,, .� Ae�-factor„ Adj.Groundwater-Laval PERCOLATION TEST bate , Times, Hole Observation Hole# l C r [L Tinto at 9"' �� l �` Depth of Pero �� a� Time at 6" Start Pro-soak Time @ Time(9"•6") " End Pre-soak kL- �OV S�G��. . �.�. CvAvL..(-V1A' + Rate Min.dlnoh • ,'{ L � . �']w 1� I N �L,t:' l d�.J LJ�S S'�3`T"�'��lv ,. S 1M.L�`1 V TRH Site Suitability Assessment. Site Passed = Sitp Failed: Additional Testing Needed(YIN) Original: Public HealtYDlvislon ~ Observation Hole Data To Be Completed on Back ' ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(I week prior to beginning. QASEPTI0PJ3RCFORM.DOC A.. . .�. DEEP•OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sall Texture Shcl Color Sall• Other Surface(in.) (USDA) (Munsell) Mottling (Stnueturo,Stones;Boulders. • tstetoncy.%Ciravell ' 2_7 L�A'+�►`� sip 1o''�rL �G 1JQ ; 77 Z►" G cs 154— 2.S mot, Z 13 ,4 l .O CZ t^.s Z-S Z DEEP OBSERVATION HOLL LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsoll){ "Mottling (Structure,Stones,Boulders. • ' i O�. DEEP OBSERVATION HOLE LOG Hole#. _ Depth Prom Soil Horizon Soil Texture Soil Color Sall Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders., Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# _ Depth from Sall Horizon Sall Texture Sall Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, ' r ' 'Flood Insurance Rate Map: -+'' .�"•'„ ,...�.+. '''°.S o, ' _'ter'( Above 500 year Mood boundary No Yes Within 500 yegr boundary No `/� Yes Within 100 year flood boundary No. Yes J)enth of Naturals Qr-curring Perviolm Material Does at least four feet of naturally occurring pervious mtiterlal exist in all areas observed thrpughout the area proposed for the soil absorption system? S If not,what Is the depth of naturally occurring pervious material? ._.. . F Cer'ti--fIcation I certify that on (data)I have passed,the soil evaluator examination approved by the Department of Environmental Protedtldn and that the above-analysis was performed by me consistent with . the required training,ex ordso and experience described In 410 CMR 15.017. Signature Datts Q:WHPT1LVHRCPORM.DOC Health Complaints 04-May-06 Time: 3:15:00 PM Date: 4/11/2006 Complaint Number: 18744 Referred To: DAVID STANTON Taken By: TOWN MGR'S OFFICE Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 176 Street: BUMPS RIVER ROAD Village: OSTERVILLE Assessors Map_Parcel: l . 1 .. ;_ .. .. -:".:. :r .. ... ry a».,r...•r. rr• -.env— ,;..,:.+re.� y.=. •.i;. ,.;*.. _�, ... ei .. _. TOWN OF BARNSTABLE BAR-W 41099 Ordinance or Regulation WARNING NO�TICE� k� ILL Name of Offender/Manager r Address of Offender ,; { � � s _! f€. ?AD MV/MB Reg.# Village/State/Zip { . . "�;. , �; Business Name _ ,; *94m/' ,on / 20 O Business Address P � 3 Signature .of �orcng Officer Village/State/Zip / Location of Offense Enforcing Dept/Division Offense Facts AIM t) ' M&M n3 VW V This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. cfc"; d/ I k, , '" /��0. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT.O [111 , µ: _ _ TOWN OF BARNSTABLE BAR-W Ir- 099 * `- Ordinance or Regulation WARNING NOTICE , Name of Offender/Manager _ " `""` '` .�'` Address of Offender t � ` '{ a.., "="`� ,. MV/MB Reg.# Village/State/Zip { :. '*. , �". � 1i f ;' -} , Business Name +> /rpm;one � V20 ; Business Address ;i .{ _ J . Signature .of Enforcing Officer Village/State/Zip _ .'Location of Offense ' s . # i�'�• ( M_ b. i r + `fr} Enforcing Dept,/Division KC e. Facts G r� t ' t 1, V �57)A16 T kV-3 This will serve only as a warning. At this time no `legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result ,in, appropriate legal action by the Town. t to "I41 fir F •'�f' _ a WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT6 11 . J Barnstable Assessing Search Results Page 1 of 2 rv-" Home: Departments:Assessors Division: Property Assessment Search Results US M' 176 B UMPS RV I VEIL ROAD Owner: u HILL, FRANK M&JUDITH A Property Sketch Legend Map/Parcel/Parcel Extension 120 /021/ Mailing Address j t ,, HILL, FRANK M &JUDITH A 176 BUMPS RIVER RD - OSTERVILLE, MA. 02655 Assessed Values: ���uy°'i' Appraised Value Assessed ValueF,>b,. Building Value: $85,200 $85,200 - Extra Features: $2,100 $2,100 Outbuildings: $0 $0 Land Value: $58,700 $58,700 Interactive Property Map: ap requires Plug in: Totals:$ 146,000 $ 146,000 1 have visited the maps before Show Me The Map " z April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: HILL, FRANK M&JUDITH A 1852/238 $0 Tax Information: - Tax Rates: (per$1,000 of valuation) Town Tax $ 1,372.40 Town Fire District Rates Other Rates 9.40 Barnstable 2.88 Land Bank 3%of Town Tax C.O.M.M. FD Tax $224.84 C.O.M.M. 1.54 Cotuit 1.88 Land Bank Tax $41.17 Hyannis 2.89 West Barnstable 1.96 Total: $ 1,638.41 Due to rounding differences these values may vary http://www.town.bdmstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/... 6/11/2003 Barnstable Assessing Search Results Page 2 of 2 Land and Building Information ' Land Building Lot Size(Acres) 0.46 Year Built 1958 Appraised Value $58,700 Living Area 1558 Assessed Value $58,700 Replacement Cost$ 121,675 Depreciation 30 Building Value 85,200 Construction Details Style Ranch Interior Floors Typical Model Residential Interior Walls Typical Grade Average Grade Heat Fuel Oil M Stories 1 Story Heat Type Typical Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 6 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace, 1 $2,100 $2,100 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) _ UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/`.: 6/1-1/2003 - a 0 CONTINUOUS RIDGE VENT. FALSE VENT 24'EACH END Z FIBERGLASS/ASPHALT ARCH. 0 STYLE SELF-SEALING ROOF (n SHINGLES W/3 YEAR WARRANTY O s 2 ON ISa FELT PAPER I X 3 AZEK PVC SHINGLE W STOP OVER I X 8 AZEK Oc PVC RAKE BOARD(7YP.) U 2ND FLR.TOP PLATE 2 12 u ICE AND WATER BARRIER ❑ _ _ — _ �12 FIRST 3-Fi.(TYP.)1'-L-ON Z • {.. VALLEYS(TYPJ Q ) CUSTOM PERGOLA W W 2ND FLR._5UB FLOOR (SEE DETAIL) 30 , IST FLR.TOP PLATE W C My 3 Z Q _jW oo0 ❑ @¢ �Rq _ H - ® ■e _ _— _ 9 TN 7E9pAYP)ME DETAIL m i � O 1 U) FINISH EDINGRADE TO BE {1'• oQui~ ~ OEIIIERMI CONST RUCTEION BLO Y •��• in a p u ~ w THE CONTRACTOR(TYPJ oo OC o= N 0 a I 1 X S AZEK PVC 1ST FLR.SUB FLOOR CORNER BOARD ITYP.) V TOP SILL PLATE _ \ - -- — W in Z lllllrwJ_>I g ILI N O O[ 4 W W FLOWER POURED CONCRETE UJI Q O O 3 BOXES ITYP.) FOUNDATION WALLS AND C1 () O -n 1 FOOTINGS ITYP.) in___� OL7 U m m I Q m 4 0 z z V n g U TOP OF FOOTING r Q N W III w O O U FRONT ELEVATION S=Q SCALE:1/4-=1'-O' a� 9 UZ E c am L i 1 � Z a - c y 2'X2'CEDAR CONT. _ C FIBERGLASS/ASPHALT ARCH. `> STYLE SELF-B EALING ROOF e ' SHINGL YEAR W/30 YEAR WARRANTY - ^'C. L` 1 X 3 AZEK PVC SHADOW ON ISa FELT PAPER SIDING BOARD OVER I X 8 AZEK PVC RAKE BOARD(TYP.) R.S.2'X6'CEDAR IL'O.C. 2ND FLR.TOP PLATE_ _ _ _ _ _ _ _ H X X = O ` 12 O PLASHING 0 IX S AZEK PVC e CONT.2 X 10 CEDAR a CORNER BOARD ITYP-) J R�4" D ATTACHED TO STUDS W/ 2-I/4'X 3 1/2'LAGS ICE AND WATER BARRIER FIRST SCREWS 48'O.C. O.T.0 2 X 10 CEDAR BEAM W/2> w 3-FT.(TYP.)I'-L'ON VALLEYS 10 INTERMEDIATES BETWEEN (TYPJ OUTRIGGER GLUED AND NAILED 3 2 X 10 OUTRIGGER (t 2ND FIR,SUB FLOOR— L11. _ — — _ O — 4 X 4 BRACKET •48'O.C. IST FLR_TOP PLATE >G II�• J END CUTS DECORATIVE W WHITE CEDAR = �`\ I- I BHINGLES ITYPJ a a � � ° �> W \ OC W �I FINISH GRADE TO BE O In Q O DETERMINEDIN THE FIELD AT JL Iyy TIME OF CONBTRUCTION BY BRACE CUT •j � W '�I�''If '� 1 THE CONTRACTOR/TYPJ X4.FLA5HING FROM 4'XL' = Z O lu IST FLR.SUB FLOOR JQ PSILL PLATE /4'X 4' 'I W 7 Y•• I I YY n QOL� �Z 1 W W in Z H CONCRETE PAVER PATIO PLACED ON `Q ------'-----------"� COMPACTED GRAVEL AS REQUIRED BY POURED CONCRETE O/ /O� PAVER MANUFACTURER.LIMITS OF PATIO FOUNDATION WALLS AND f�TOT DETERMINED IN THE FIELD FOOTINGS(TYPJ O U W W TOP OF FOOTING _ _ _= _ _ _ _ -_ _ �_ Of —A L IL REAR ELEVATION F\ PERGOLA DETAIL A3 SCALE-1/2-1-0"" SCALE:I/4'=1'-O' SHEET -/b�1/ 0 4' 6' 17 16' 0 2.0' 4.0' F-10' 8'-0' l' �I I� `/// lA - SCALE 1112'=1'-0'AT ORIGINAL SIZE SCALE 114�1'0'AT ORIGINAL SIZE OF 7 �zua„ � i 0 I X 3 AZEK PVC SHADOW BOARD OVER I X B AZEK PVC RAKE BOARD(ALL GABLES)(TYP.) O N 3 S W FIBERGLASS/ASPHALT ARCH, 44.53 W STYLE SELF LING ROOF IZ a SHINGLES W/30 YEAR WARRANTY a3 U ON IS=FELT PAPER F S SEAMLESS ALUMINUM IZ GUTTERS 4'x S' T. ' DOWNSPOUTS TO 12D ) J BE ALUMINUM 2'x 3'5q. _ \; ,/��\1 FL w W \ ZND R.KNEEWALL_ _ _ _ _ 12 B 1' N J cn v 3 El ZND FLR.SUB FLOOR _ _ _ _ _ _ _ _ _ O W> IST FLR.TOP PLATE - _ _ _ - - - L�w r Z < J W o o N �Ir I X 5 AZEK PVC of ¢ � rc CORNER BOARD(TYP.) -f}'FEWAId Ill.Iti m Q F- h WHITE CEDAR / 4� N Q Q n� SHINGLES(TYP.) =N` Z IST FLR.SUB FLOOR _ W W c Z N TOP SILL PLATE _ - - - _ J>(f) LT W u) o a w 3 � U � 11I�� z= U m m L _ _L_ Q m M Mon. ___ ____- _--__-__ � ww mr a U < w = TOP OF FOOTING L__-_________ -_____ 2tVZZE - $ RIGHT ELEVATION x� °g ` SCALE:1/4'=1-0' a m v 3 d N�9 a �''E o a S FIBERGLASS/ASPHALT ARCH. L Z STYLE SELF-SEALING ROOF WHITE CEDAR SHINGLES W/SO YEAR WARRANTY SHINGLES ITYP.) ON IS-FELT PAPER 5 C I X 3 AZEK PVC SHADOW BOARD OVER I X 8 AZEK IZ PVC RAKE BOARD(ALL q.5tp GABLES)ITYP.) J 1111D FLR.TOP PLATE - - _ - - - h 17 a �12 w 1 X 5 AZEK PVC SEAMLESS W CORNER BOARD ITYP.) ALUMINUM GUTTERS 4'x 5' p DOWNSPOUTS TO p BE ALUMINUM 3'x BE m 2ND FLR.SUB FLOOR p W IST FLR.TOP PLATE_ a r W W iyqy En BILCO TYPE C BULKHEADIII III z0� =0 FINISH GRADE TO BE 0 J W OFTERMINEDIN THE FIELD AT Q(n TIME OF CONSTRUCTION BY THE CONTRACTOR(TYP.) - W 4= un FLO TOPF SIRLL SPLBATE OR _ _ - Q Q Z pa,cn ZO Wtu Q� N>4 ! 0—� F- ! C� LL> = 0 N W UJ OCp= JJ C W TOP OF FOOTING A SHEET: LEFT ELEVATION 0 7-0' 4'-0' 6'-0' 8'-0' w SCALE:I/4'=1-0' SCALE 114'=l'-0'ATORIGINALSIZE of 7 0 Q l3KTlRIOR MOOR JCI-16MUL_l ROGUE VALLEY ROUGH S W TAG OTY MOOR HARDWARE DESCRIPTION OPENING I I OI 1 447Vi-S) DBL. ORE Ed CASING 1-9/W JAMB PFJ 9-ITTE 2 PANEL 41H/7.62-1/7 It TAG Drr T"„oo�iHARDWARE DESCRIPTION ROUGH G - "- — GENERAL NOTES. 2 1 3-21012-8. ORE 15 CA5ING 4-1/W JAMB PFJ L PANEL 34-1/7 v 82-I/7 - --- - I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND O3 1 5-242(7-8 vRE N8 CASING 4-1/W JAMB PFJ 9-UTE 34-V2'v 82-1/2' _ NOTIFY 50 DESIGN ASSOCIATES OF ANY DISCREPANCIES.AMBIGUITIES.OR INCONSISTENCIES S-2L7 13-0. RE Id CASING 1-9/4 JAMB PFJ 9-UTE 38-VY.83-I/2, "- - BLUE TONE -T ----- , PRIOR TO PROCEEDING WITH THE WORK. 'H H N 2 2. STAIRWAYS: II 3'-V DOE X V-e'HIGH ROGUE VALLEY SPECIAL ORDER DOOR-CONFIRM R.O.UBTH MANUFACTURER _O A)REQUIRED STAIRWAYS SHALL NOT BE LESS THAN 3'-0'IN CLEAR WIDTH. MAXIMUM RISE SHALL BE 8-1/1'. MAXIMUM RUN SHALL BE 9'WITH NOSING NOTEm -"- '- TO EXCEED 1-1/4'. MINIMUM HEADROOM SHALL BE W \ SOLID SOLID POST- G'-L•' J m _ POST UP N TO B)HANDRAIL(S)SHALL BE LOCATED.IN EACH STAIR — - TO RIDGE -FOUNDDOW ATION, SYSTEM WITH MORE THAN THREE 13)RISERS.AT A W> — HEIGHT OF 30"MIN.1 38'MAX.MEASURED z VERTICALLY FROM THE NOSING OF THE TREADS. 3 Z GUARDRAIL$.3.1"MIN.IN HEIGHT.SHALL BE J W O O 0 INSTALLED IN FLOOR.PORCH.AND/OR BALCONY 5'_ = ry d) -- L AREAS MORE THAN THIRTY 130)INCHES ABOVE A In N O\ 1 _ 13) -3/1'X II l/e' - - FLOOR OR GRADE BELOW. MAX.CLEAR OPENING N N ry W LVL F.F.BEAM ABV. BETWEEN RAILS/BALUSTERS OR FLOOR SHALL NOT O Q \\ EXCEED FIVE(5)INCHES. W F ]X 10 RAFTERS ]X 8 CLG.JOIST5 ]X 10 RAFTERS O cl W W W W ABV.I-O.C. ABV.It'O.C. ABV.IL-O.C. 3.WINDOW SIZES SHOWN WITHIN ARE BASED ON ANDERSEN 4 In C F F SLOPED FLAT 51OPED WINDOW SIZES UNLESS OTHERWISE INDICATED. WINDOW O= ¢O Q SIZES 4 QUANTITIES SHALL BE VERIFIED BY THE - -- GENERAL CONTRACTOR PRIOR TO ORDERING. THE Q aI WINDOW MANUFACTURER SHALL PROVIDE THE ROUGH U O OPENING SIZES. WINDOWS MUST MEET THE FOLLOWING Z Z OPEN _ CRITERIA: Q 9--'• ST -. r A)GLAZING CLOSER THAN 18"TO THE FLOOR AND W W N Z V) �o EXCEEDING SIX(G)SQUARE FEET IN AREA MUST BE J'(n LD LU GREAT R0011 - BE EMER ENCY EGRESS: SLEEPING ROOMS SHALL Q 1NU O W O HARDWOOD (CATHEDRAL CEILING) - - HAVE AT LEAST ONE I(1)OPERABLE WINDOW OR 4 O O z u "r EXTERIOR DOOR TO PERMIT EMERGENCY EGRE55 OR RESCUE. A REQUIRED WINDOW MUST BE A «.. OPERABLE FROM THE INSIDE WITHOUT THE USE OF Ul " ZERO SEPARATE TOOLS AND SHALL CONFORM TO THE Z V m r to SARANCE _ FOLLOWING: 7 FIREPLACE Q._-- _ — _— L THE FORTY-FOUR(44)IILL NCI ESL NOT BE MORE ABOVE THE PNI5HAN Q 10 (apW LU m2LOHE DO SHALL_PROVIDE a L7 L) SOLID P05T ple' BE �,u11O WINDOW A L VI E A MINIMUM NET r DOWN TO aLIIriaa CLEAR OPENING AREA OF 3.3 SQUARE FEET q N N FOUNDATION LNE OF _�. - I 4 a- PT WITH A RECTANGLE HAVING MINIMUM NET O O U CEILING ABV. —_r = 4 __. CLEAR OPENING DIMENSIONS OF TWENTY(20) fTYP.) TO INCHES BY TWENTY-FOUR l2q)INCHES IN EITHER DIRECTION. IF A DOUBLE HUNG UNIT 15 E HA WALL - O USED THEN SUCH DIMENSIONS APPLY TO THE c 3 L W('FH COLUMN ]_6 x e-9 BOTTOM HALF LAUN. © D'3 TILE 5.DIMENSIONING STANDARDS USED WITHIN THE SOLID POST HARDWOOD NN TIED DOCUMENTS ARE AS FOLLOWS.UNLESS OTHERWISE DD- `m g _ DOWN TO - --- ��m T _ SOLID POST - FOUNDATION 1� Al EXTERIOR DIMENSIONING AT BUILDING CORNERS III OIIII O O REPRESENTS DI OUTSIDE OF STUD DIMENSION. ? E v a E UP TO RIDGE O O B)EXTERIOR DIMENSIONING AT WINDOWS AND DOORS '� E r� +e REP R E5ENT5 A DIMENSION TO THE CENTER OF l= LV7,3) 3/4"%11 AS THAT OPENING.FROM THE CENTER OF ANOTHER LVL F.F.BEAM ABV. — — OPENING.OR THE OUTSIDE OF THE STUD. o _ _T BATH® � IIII IIIIIIII IIIII �„ O C)INTERIOR OIM DIMENSION AT STUD WALLS o Sj TILE >= DINING AREA �e 1'-e• j L-Ili 1 REPRESENTS A DIMENSION TO THE MIDDLE OF THE q HARDWOOD O 5TUD. 11111111 cr+ S D)INTERIOR DIMENSIONING AT STAIRS REPRESENTS pFLUID.> �� A DIMENSION TO THE FINISHED FACE OF THE STAIR. ]X IO FLR.JOISTS L.STRUCTURAL HEADERS 1 BEAMS SHALL BEAR ON THE % LVL =EE C ABV.It' o'O.C. FOLLOWING: y 1-I/1• O _ G AS,YJ•O.C. _ A)DOUBLE HEADERS SHALL BEAR ON 4.q WOOD q PO5T5. B)TRIPLE HEADERS SHALL BEAR ON 4"WOOD POSTS. '` p_3}• T,L, _ C)STEEL BEAMS SHALL BEAR ON 3-I/2'0 STEEL -- — I PIPE COLUMNS. I CAR GARAGE-316 S-F_ D)LAMINATED VENEER LUMBER ILVL)PRODUCTS / O 9 MIN.CONCRETE SLAB SPECIFIED WITHIN ARE SIZED FOR MICROLAM BRAND. f3000 P.)WITH LXL 10/10 IT 15 THE SOLE RE5PON51BILITY OF THE GENERAL C I ISW.W.F.ON COMPACTED GRAVEL CONTRACTOR TO VERIFY AND COORDINATE ANY G SUBSTITUTIONS. LAMINATED VENEER LUMBER SHALL I.1��Tp KITCHEN O BE HANDLED AND INSTALLED IN STRICT MASTER �� HARDWOOD HEAT DETECTOR A ACCORDANCE WITH THE MANUFACTURER'S a © BEDROOM ® i SPECIFICATIONS. G A HARDWOOD e O I 1.BEARING PLATES SHALL MATCH OR EXCEED THE Y 'Fa` m,Q r----------I WIDTH OF ALL BEAMS THAT BEAR UPON THEM. o ]X IO rLR.JOISTS 1 I 8,ALL DUCTWORK AND HOT 4 COLD WATER PIPING SHALL 4. A5V.IL-O.C. 1 —c' I BE INSULATED AND WHERE NECESSARY A VAPOR _ '-- BARRIER FOR THE DUCTWORK TO PREVENT + _ r B'-O'X l'-O' a, G DW SINK ) OVERHEAD DOOR I CONDENSATION. ® I W �'t O O I J ^� 'El -3/4'x 11-1/e'VER5A I J J ` O LAM FULL WIDTH BM.WITH I r © SOLID POST EACH END W Z W Q ----ro - `�• 4'X L' WINMOW 4 PATIO MOOR BCNe MULE In i POST WIIVMOWS ZO�W W ANDERSEN ROUGH TAG OTT UTES TYPE MODEL OPENING Q q 3UDH DOUBLE HUNG 7IU7446 Y-L 1/8'X 4'-8 1/8' 3 O^ B 31112H DOUBLE HUNG TW2414-7 4'-8 3/8'X 1'-8 1/Ir 0 Q. O I 3W1H DOUBLE HUNG TW2446-3 T'-5 VB'X 4'-8 1/8' Q rf) L 6 1 6 , 10; ] 1 6 Y L,n1J• 31I2H DOUBLE HUNG T1112152 T-L I/8'X F-4 1/8' W W Q I— E 312H DOUBLE HUNG TW3031-3 L'-3 VB'X 3'-4 t/8' O F 3W2H DOUBLE HUNG .1132-3 H'-Ip• 4'-Io}' H'-4¢ ,•-]'�• ,•-:'�• G 310H AWNING Al Y-0 5/0'X T-0 5/e' O to W L� 5W311 DOUBLE HUNG ANO r-v X L'-0 3/8' a ' ] PAT10 MOOR -H FRENC4WOOD 4lIDING PDLOLB X0 ­0 1/,.X l'-8 V4' FIRST FLOOR PLAN 34I214 FRENCHWOOD GLIDING PDBOL80X0 8-O IH'X C-81/4' SHEET. SCALE:1/4-1'-0' 4� Al FIRST FLOOR=139G 5 F. 4'-0' 6-Q B-R L� I I I I G_N TOTAL-2410 5.F. 1 1 SCALE 1/4'=1'-0'AT ORIGINAL SIZE OF 7 c�.�Iaa���VWi.�r.V�.wl.rsr rla..Vn mmo.ar�wm\ e 0 aa'-O• 11'-O' Q s z W f r-c lo'-o• r-o- Ir-o- T'-o• r-o• o_ o U W Em to-J m J O _ _____ ____ ___ _ ____ __ W> - � - ----------- -----------�� pOC z z - I I _�W o o a I I a x to RAFTERS I I 7 F N 1 'D IBEE DRAWING ATI_ N1 W I I O►- Q O K I- I� Opal Www RAFTERS 15EE DRAWING All i�U 0 WJN w b I I I 1I o m�4 W 0 w 1 1 1 L o Q 0 0 3 L J OPEN TOo N L ,I BELOW In O- IQN U O r n I I STRWCTWRAL r' rfym m RIDGE SEE FRAME PLANS - - Q W m d z II I r < I I © I o o u HARDWOOD " I '�-y E 2 . IIIfiII-MIIIIII 00 v a do ( Q m N @� BATH CO SD n TILE x 4 FCE HALL SNEN. • Ne/SNBR ?tee+ CARPET U - HELKS — _e O 0 a%ASV.8 CLG.IL' JOISTS p 50LID 1'x °� C G'POST UP ti n TO RIDGE A e'6 pr e r BEDROOM f2 v = BONUS ROOM A CARPET41. CARPET Q JL7 0 ou L ° BEDROOM f3 'n �- CARPET I II o 0 0 � I I� 0 JI r> Z OC #' a►uJ ~ I W �p3 = � wlNoow t PATIO DOOR 9C1-1®CULQ p�Q �O 3._O. W INOOW9 TAG OTT UTES TYPE ANDER5EN ROUGH W W t p Iq'-e 3�_0. NODEL OPEWNG to>q Z ] 1'-O' O' 1'-O' A O 3W:H DouB�E Hues TU2144 r-G ve•x r-e ve' 0� B 3W3H DOUBLE HUNG 7W2116-0 a f-11 3/r X i'-8 1/r U 31'-G• 11-0. MH DOABLE HUNG T044&-3 11-5 yr X 11-8 lAr O 0 a tu p 3W3H DOUBLE HUNG TW1152 Yi 1/8'X 5'-1 11r IL E MH DOUBLE HUNG TW3O33-3 G-5 1/8'X 3'-1 VT F PWH DOUBLE HUNG TBN32-3 1'-8 3/r X 3'-1 7/r PROPOSED SECOND FLOOR PLAN G 3MH AMG A31 r-o s/e x r-o ve SCALE:IM'-I'-O' 3W2H DOUBLE HUNG AN4 1-T x f-o 3/8' SHEET: SECOND FLOOR-1014 S.F. TOTAL-2110 S.F. A2 G,I I I I I I SCALE 1/0'=1'-0'AT ORIGINAL SIZE OF] (2)I-3/4'X IL' LVL RIDGE BEAM G O 1 X L f,'OI.I.AR TIES ❑'-c• 3�'-0• 4'-0'O.C.WITHIN R-38 OPEN CELL TOP 1/3 OF ATTIC URETHANE SPRAYED INSULATION �:\ n 0i LLJ FIBERGLASS ASPHALT `�i:'� A IC -�'` cc ROOF SHINGLES(30 YR.) V —IS°-R6BFNIG FEL — — 12 Z _ 1/2'CD%.PLYWOOD T %- I X 3 INSULATION LECGEND SHEATHING STRAPPING�°IL' 1LIMIT$OF O.C. T OPEN CELL 2 X 10 RAFTERS°C.. URETHANE SPRAYED PATIO AS V, yi-` O.C. INSULATION r 1/2'BLUEBOARD W/ W (3)2 X L CONTINUOUS _ SKIM COAT PLASTER I TOP PLAT fy J BLUESTONE PATIO _ WALL t CEILING w INSULATION GATT W ABOVE CONTINUOUS DRIP EDGE - INSULATION Q Z 3 r Z _VT FLR.TOP PLATE - — — _ _ — — — — J W O O ALUMINUM GUTTER \ 1 7� I X 8 FASCIA Q Q O w ------J .. , :. ...'. H) /2ano•weWOBBR OPEN CELL W W N ----------------------------- I , I URETHANE SPRAYED ALL ROOF NAILING: O�W � W W o — INSULATION AT BOX L'EDGE Q(n < H ------------ ------------ WITH 3 Y OD THROUGHOUT L'FIELD U) 4 Q L'-8'A.F.F. 4•EDGE ON END WALL Q 2%G PT.SILL WITH SILL DOUBLE HUNG IST FLOOR - = U 5EAL AND 5/8"DIA. UP ANCHOR BOLTS WITH 3'X oo ANDER9EN WITH W W{� 9 _ TILT-OUT SASHES BASEBOARD AS = N 3'X J'PLATE WASHERS. aG o SPECIFIED J' W BOLTS SHALL BE ii 2 X 8 CONTINUOUS FASTENING REQUIREMENTS (n Q N CI INSTALLED 12"FROM " o 2 X L STU 5 WITH .. SEE SHEET Al FOR CORNERS AND AT 32'O.C. 9m --- - P.T.SILL W/SILL SEAL W W L---_— m BATOTFM9ULATION ERGLASSQ 0 0 3 (SEE FOUNDATION NOTES) % 2 X 10 FLOOR —I I --- I 1 JOISTS•IL"D.C. (—N o U p -- RUN PLYWOOD Z > 2 X L CONTINUOU5 3/4'T t G �[ W rF —7 r — — ISO T.PLATE RING NAILEDED 5 GLUED � ly� U r o _ I NOTE:FRONT PORCH ONRWA VERTICALLY > (0 m LL yI,� 2 X 10 50LID Q/ in H O O - r - _ — : NOT SHOWN BLOCKING BETWEEN (Q z FLOOR JOISTS 3 U �^ --- _VT FLR_SUBFLOOR — - ' WW S AT -� 2 X 10 RIM JOIST O U ry ------------- -- '� f3)2X10 �o 3'-P X 3'-G'X � — '�. L_ T BUILT-UP N. 12'DEEP TYP. -- OP OF FOUNDATION _ WOOD GIRT Y b LL" r---------------- 6 J o III vr O'i_ FINISH GRADE TO BE 71 ill-- R-30 FIBERGLA55 R% ay �'•PX�J.a MIN.CONCRETE DUST - I-�� OPEN CELL SPRAY GATT INSULATION y CRAWL SPACE r DETERMINED AT TIME OFF--r III FOAM AT BOX CONSTRUCTION THROUGHOUT .� E a m COVER SLAB ON GRADE ry P ---------------J �-- f3000 p.I WITH GXG 1O MIL 5/8'DIA.ANCHOR BOLTS WITH y VAPOR RETARDER T'MIN.EMBEDMENT AND 3'X BEAM POCKET (3)2XIO PLATE BEYOND WOOD GIRT F"------------- --- I 'I 1 SPACED AND INSTALLED 2* "0 0' o 9 L JI `L �n r-9'FOOiwG ITYPI _O FROM CORNERS AND 32"O.C. BASEMENT FLOOR �p CONC.FOUNDATION u O( 1�LI e/� �0 (SEE FOUNDATION NOTES) STEEL LALLY COLUMN d d A6// Y ✓YY'r�1Y 31/2'DI.CONIC.FILLED ' WALL 13000 PO WITH �. L----------------J a FDN.DAMP PROOFING '" - 8'THICK CONCRETE 4 X 12'CONCRETE TO GRADE ON CONT. BASEMENT " .. `' '- FOUNDATION WALL(3000 p°) 2' 42 X r > _______________ FOOTING(TYP.)(UNLESS — KETED I. W.X 12'D. q"MIN.CONC.SLAB �a F FOUNDATION DAMP OTHERWISE SPECIFIED) o CONC.FTC.13000 pv> (3000 peU 10 MIL X PROOFING TO GRADE } VAPOR RETARDER 4'THICK CONCRETE SLAB WIDE X 12"DEEP 2 X, NUOUS KEYWAY CONTINUOUS P URED (3000 px)ON 10 MIL F Y I I 5'-IO' - t'-5• � CONCRETE FOOTING L CONTINUOUS CONCRETE 5' VAPOR RETARDER ' FOOTING WITH 2'X q' � (3000") m KEYWAY ITYPI o 70P OF FOOTING — • — _. — ' A, L � — _ -711 �L — — I CAR GARAGE I G VARIES SEE PLANS III __] ]X IO FLR. OIST99'MIN.CONCRETE SLAB ON _ J ` J GRADE(3000 p,U WITH GXLoC I+ 10 MIL VAPOR RETARDER Im Io3)2XIQ _ _ _ _ _ _ ' ' N WBU OOD GIRT i A SECTION 'I DEEP X 3'-L'X 12' A7 SCALE:1fY=1'-0' DEEP(TYP.OF 10) I"DEEP EARLY o ENTRY 5AW CONTRACTION JOINT ITYP.J W 3 I'DEEP EARLY J ENTRY 5AW '. Q r A9 - CONTRACTION = FOUNDATION NOTES q JOINT(TYE,) o 22 ~W DROP FOUNDA iION 2.R*FOUNDATION IRST FLOOR I. CONCRETE SHALL BE Y<=3000 p°°28 DAYS. Q U) L------------ --- ---------- ------ tu ------J WALL AS NECESSARY — 2. JOISTS AT IG'O.C. _ AT GARAGE DOOR GENERAL CONTRACTOR SHALL VERIFY ALL O OU DECK IF APP Z 4 P OFF NDATION -.. � TO HE GENE o 2 DIMENSIONS. ANY DISCREPANCIES.INCONSISTENCIES O L--- -----------J- 1 `I,I� _ SH OR AMBIGUITIES SHALL BE REPORTED IT SQ DESIGN — STOOP ABV. ASSOCIATES PRIOR TO PROCEEDING WITH THEWORK. J—__—-----_— _ 3. THE SILL PLATE OR FLOOR STSTEM SHALL BE LU� /—�LMITS OF --- ---- 1WITCIHORX 3TOX 1 HE FOOUNDATIWASHERS PN WITHCED /8 OB CENTER 0 UZGa AND NOT MORE THAN 12 INCHES FROM CORNERS OR �<TO SUITHELF END PLATES.A MINIMUM OF TWO ANCHOR BOLTS IS Z BEAM DEPTH REQUIRED FOR EACH SILL PLATE.50LT5 SHALLEXTEND A MINIMUM OF 15 INCHES INTO MASONRY OR W W(nQ H-10 r-3 3'-0- 9'-t• 3-0' SEINCHES INTO CONCRETE.BEAM 4. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2 (,DOUBLE 2.P.T.SILL PLATE PRESSURE TREATED SILL. 0-Of Z vRIPPED TO SUIT SHELF WIDTH WFOUNDA 5. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHTO34-OI' H-5 5'ITYP.I WASHER PER INCHES ABOVE THE FINISHED GRADE ADJACENT TO O 2 } FO NDATIONNCHOR LPLAND TIME FOUNDATION AT ALL POINTS.EXCEPTION:WHLRL ( u- }�toP of FOOnNG A MASONRY VENEER IS USED.FOUNDATION WALLS SHALL EXTEND A MINIMUM OF FOUR INCHES ABOVE THE TAI 7 FOUNDATION PLAN FIN SHED GRADE. m SCALE:I/4'=I'-0' BEAM POCKET DEL Al SHEET: SCALE: 3/4" = I-C)" LOT COVERAGE=1481 S.F. - SECTION B .� SCALE: 0 70' 4.0' 6'0' 8'-W �a A5- SCALE 114�1'-0'ATORIGINALSRE m OF 7 :0 CB LOT 31 a, FOUND P % N/F JACK C. & FLORENCE \ A. GARNER c w s°oo• ' , tic PARCEL 20 N/F 1 PARCEL 21 ,eP HICKORY HILL ASSO., INC. ,� 19,946t S.F. LEGEND �Q PARK o,yo ---48---- EXISTING 2 CONTOUR LOT 30 +48.5 EXISTING SPOT ELEVATION A SPYROS & CANDICE x4do PROPOSED SPOT ELEVATION Poi A. SPYROU, TRS. pp EXISTING UTILITY_ POLE T.H. EXISTING TEST PIT CB FOUND o CONCRETE BOUND 3 - 5W GALLGYV o ac33eMPUMP p� OVAAWFS N1711 3'G " ;v STGWE ALL AAWNO �So AF&O �'AND L 1-900-E'11 �► AI � Q' ME 6 W7RAC7ZW MALL EXCAYAIF CALLGW 5'ALL ARGY/NO AND OOAW 70 THE �© �� \�N� C1 LA1'FR (ESAMA7FO 4S 4WW AND REMO;F ALL UNSUMARE MAMMAL GENERAL NOTES: AND REPLACE Nl7H LYEAN COARSE SMOUPTO7W700LTA' THE SYSMAi THEREP[AGcMENrMAMWAL / � 1. ASSESSORS INFORMATION: MAP 120, PARCEL 21 MALL CGWFGIPM 70 7NE :\ � ��\ �� �'S I�` 2. FLOOD ZONE: X (FEMA MAP 25001CO544J) SPEORCAIJGWS SET FM7H iN X0 OWR 1.5.255(3J (77RC 5) \ � `� � � \� �\ .ro �\ 3. ZONING DISTRICT: RC 0 4. OVERLAY DISTRICTS: WELLHEAD PROTECTION DISTRICT, GROUNDWATER PROTECTION V `O0& l►' ry s-- DISTRICT & RESOURCE PROTECTION DISTRICT ,� �\�. ` ttk 5. LOT COVERAGE (UPLAND AREA = 19,946 SF) q� pp/' ``, 9 ` , / LOT 29 A. EXISTING STRUCTURES: 2, o 147 S.F./19 946 S.F. 10.89'N/F B. PROPOSED STRUCTURES: 1,773 S.F./19,946 S.F. = 8.9% < 20% q / / GREGORY STRA11COGLU & 6. FAR = 1ST FLOOR HAB. SPACE (1,396 SF) + 2ND FLOOR HAB. SPACE (1,074 SF) �F�r ♦ / CHRISTOPHER MCMILLIAN _ / + BSMNT (816 SF) -- 3,286 SF. 3,286 SF/19,946 SF = 16.57. < 307. 7. HOUSE NUMBER: 176 8. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY 9. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. PLOT PLAN FOR #176 BUMPS RIVER ROAD PREPARED FOR BARNSTABLE HARBOR BUILDERS IN ,A OSTERVILLE MA BENCHMARK: O.9 PLAN DATE: OCTOBER 2, 2017 PLAN SCALE: 1"=20' NAIL SET O EL 46.93' CIVIL ENGINEERING �L*�1V1 O r T WETLANDS PERMITTING WASTEWATER DESIGN lJ COASTAL ENGINEERING 0 eL Spy\, 20 0 10 20 40 Qt o 11TLE 5 PLOT PLANS ` ° fYiCkIAELJ. �y PIERS AND DOCKS . . BORSELLI �GINEERI j CIVIL � LAND USE PLANNING COMMERCIAL/RESIDENTIAL No.35054 Q Serving Cope Cod and Sartheastern Massachusetts 0N& 17 ACADEMY LANE, SUITE 200 FALMOUTH, MA -- 02540 — 508.495.1225 PROJECT NUMBER: 17057 CAD FILE NAME: 17057SP DRAWN BY: L.M. SHEET 1 OF 2 T RNI" a?ADE JVWL BE 2ArM/N/MUM OkER ALL MPAC SY67FM 6WPaVENTS 4V-W 4 D/A. SGY/EDULE•!O PIV 6W CASr/Ra'V P/PE SOIL TEST 20'M/N/MUM JWMAOr FRGM/EDGE ar STGWE TO GL2LAR WWL 10'M/NIM11M .W78AOV REMOVABLE GOWNS.SET 70 Nf1H/N REMOYA"GOWRS.SST Date of soil test: SEPT. 6, 2017 • - 6'Gt�'f7NGS�/ G�?ADE'(TOTAL fJ 70 Nl7HHIN 6'6Ff7N/SV Test taken by MICHAEL BORSELLI, P.E. 6WADE(M/N. O '2) ELEY = f7.5 f EZEY = �f7.0�E Results witnessed by. DON DEMARIS � c >,Y �rfi : < ., � <cc, cccc ° . K ' O t Percolation rate: < 2 MIN./INCH 060" DEPTH * 3- 70 Ground water NONE &LEY �f5.16 GRADE , S = .02 P .•, /NY Fa".# 15470 `r.. = 4U17 2 LAYFR a-1/S" 70 V2IWA-W ' TEST HOLE #1 TEST HOLE #2 1500 GALLON ��'�'ti 2' RRSr ELEY = o zt ED s7�vE SEPTIC TANK 0" 46.0 0" 46.0 0 „ FILL FILL 0 H D/ST. BOX .5[A�E VARIES ®®®®®®®®®A®®® 24 44.0 24 44.0 U `� Ez£Y = 41.17 27" LOAMY .SAND 43.8 27" LOAMY SAND 43.8 � f � .. :�.. .�_. S .01 MIN.= r ' INSTALL 9/Vf 70 1 1%1 Db'/RZ- �' SET SEPAL TANK AND 01S7R/8U770N BOX q H �f'D/.4. PERF PVC lY4.S>yED, QPY/SI'IED S1taVE ALL 5'M/N. B ~ O/V 6A'LAYER' OF CRUSHED STONE 4i ORS MYA V Fa? \- BA�flWW OVA60FRS AND LV1#V „ LOAMY SAND „ LOAMY SAND ii \ �, W a95Z7PYA77O'V PA?T V )WEB017av i2c 1HE OV.441 W 48 42.0 48 42.0 Z � W k. SYSTEM. REFER /n L4Iallr A� C1 C1 SYSTEM FLIP MaPE AFr%1Zs CRSE. SAND/GRV. CRSE. SAND/GRV. PROFILE, Z BOITOf/ a< TEST HGYE Ez. _ .36 0 72" 40.0 72" 40.0 NOT TO SCALE .7 - REMOVBLE 2-f'D/A. COWRS REMOVABLE 24'D/A. 0010R C2 C2 I I7HE aW7R407M -WALL ZAVAW7F 5'ALL AR011W COARSE SAND COARSE SAND v : ," �;: .• ,: AND DOMNV 70 THE C1 LAYFR (ESAMA7ED AS •�--�..,,_lEE LPEN AT TC.P -WT 48W AND REMOW ALL UNSVITABLE MA)LrR/AL 120-1 136.0 1120"1 136.0 INLET KNomGY/r 9'MIN. fROI/ TANK COWR ,' AND REPLACE MNN LxEAN COARSE SAND I/P 70 LIally LIVZ NE 7ZP Or NE SYSTEM. NE REXE,4a /ENT M,4TE WW "ALL GY.WFA?M 70 THE.SWCYf7 4776WS TEST HOLE #3 TEST HOLE #4 INLET 7FE SEr a1wr/7F swl -V-rrFA?)9V IN J10 0VR 15255(3) (n71E 5) " 10'M/N. BEZOMY 1�f'BELOMY 0" 46.0 O 46.0 LII,�U/D LEW7 o e L/r1U/D LEI�FL „ FILL FILL .. GAS BAf7ZE I I 4" 24 44.0 24„ 44.0 „ A " A �� h h 2 - OUTLETS 1 3/4" 27 LOAMY SAND 43.8 27 LOAMY SAND 43.8 OUT 0 O „ LOAMY SAND LOAMY SAND N INLET TYPICAL OF b INLET 48 42.0 48„ 42.0 .: a d 8" C1 C1 6" 4" CRSE. SAND/GRV. CRSE. SAND/GRV. - . ... . .. s 2 OUTLETS 72" 40.0 72" 40.0 24" to,- 0. 5' - 2" 24" C2 C2 10'- 6' 5'- 6' PLAN VIEW CROSS-SECTION COARSE SAND COARSE SAND 120" 36.0 1120"1 136.0 1500 GALLON SEPTIC TANK (H-1 0 LOADINGSDB-5 D1s'miBu'n0N BOX (H-20 LOADIN91 NOT TO SCALE NOT TO SCALE 8' - 31 2" -41 BASIS FOR DESIGN: 2" ® ® � ® 0 117TAL DA/L Y FLO/!'/S BASED OV 3 AFAW II T NO GARBAGE 01-900£4L ® ® ® ® ® ® ® ® ® � ® ® ® A07AL 41LYfZ001= 110awlsEwom,X3BEDROIAIIS = ,3C�0GJ�D 34" �0 ri OF r�q B0nW AREA PROPO-W = 1Q83'x .T1.5'_ J41 f S:F. 4• yMICHAE( . s9 SYAE ARE, PRA�OSED - (2x2x1063.9 t K2x2x3152 16.9JS:F. CIVIL TOTAL LEA' OVING AREA PR6M-W = 510.4 S:F. 1 /NSTALLA)7OW Or THE PRavaSW SFRAC SYSTEM"ALL BE IN ACL'Y WANCE MMTH PW 5 " 9 No;35054 AND NE BOARD 6F HEAL 7H Rr6t&A176W 8' - 6. L£A APPL/CAAaV RATE= Q 74f GJ°D/.�F. 2. 7H£OLW)??ACrO? -WALL DETERM/NE 7HE LGCA&W 6F THE IYATER WRWX AND �,gGiN GfS�/NG CAPAGYTY= .74 Gi�'D .SZEEYF/N ALL AREAS LESS' J7IAN 10'FROV 7t/E f'Ran CROSS-SECTION /�x 51Q 4 Sr'_ ,�77.7 GY'D > .moo GPD OSED SEP77C SYs7EM J A aPv 6F THE PLANS"ALL BE AVAX4"aV.97E XW REFERENOE AT ALL 71ME3' 80 - 6" LY/R/NG 7H£/NsrALLAAav �- 1HE.S�-Pnc s»>�,� :. SEPTIC SYSTEM DETAILS •• NO 044NGL''S rO 7HEDES✓&V SHALL BEfE"iPFaQMEO #f;W !'/T T FAr0AW11 L i2r907H 5" KNOCKOUT FOR #1 76 BUMPS RIVER ROAD FALM0117H L7VGYNEER/N4 INC AND THE BOARD Or HEAL 17L - 21" DIAMETER -COVER PREPARED FOR * NE.�nCSYS�M/SSVBA-Cr70IN.�CnavSYFALVaINEWN�N29INC BARNSTABLE HARBOR BUILDERS AND 7HE BOARD 6F/IEAL N. o IN 6. THE GW1??.ACr0? -WALL N077FYFAL41a(J7ll ENGYNEERING; INC AND THE BOARD Or HEALTH i 5" KNOCKOUT 5" KNOCKOUT OSTERVILLE MA 70/N.SPECr THE SEPAL SYSTEM PR/W 70 SAO(F/LL. IN SaW INSrANacs; Ma?E 7HAN aVE � PLAN DATE: OCTOBER 2, 2017 PLAN SCALE: AS SHOWN /NS7°ECALW MAY SE NEEDED. 7HE OIWP?AC7A? SS IALL aVL Y BA6WZL 1Wf PO477aVS CF THE ' SYSTEM 7H,4T 11A{2r BEEN/NSPEC7ED AND APPRo" BY FALMOYJIt/ENGYN£ER/NG, /NC. AND ° 7H£BOARD Or HEAL 7h' 5" KNOCKOUT CIVIL ENGINEERING O T r WETLANDS PERMITTING 7. IF 7HE OYW7R,4C7a?ENGWN7ERS ANY YARIAAONS/N V7F OLWD1)76W$y 57/CH AS D/fFER/NG WASTEWATER DESIGN C, �S ivl U COASTAL ENGINEERINGSOYL S 7 APHY, NE7LANOS 04 07HER OLWD/776WS THAT MAY RLrWRE RE-EVAL!/A71aV Or A: 1HE DES'G ►; 7NE OLW7RAC&W "ALL /MM&WA&Z Y aWTACT FALMOY17H EN47NEERIN42 INC •{ ' PLAN VIEW LAND 5 PLOT PLANS . T ` PIERS AND DOCKS LAND USE PLANNING G lr AT E COMMERCIAL/RESIDENTIAL 500 GALLON LEACHING CHAMBER (H-10 LOADINGS - S&.,9 CW& cad and Swthewstffn Mossocyiusetts NOT TO SCALE 17 ACADEMY LANE, SUITE 200 -- FALMOUTH, MA - 02540 - 508.495.1225 PROJECT NUMBER: 17057 CAD FILE NAME: 17057DT I DRAWN BY: L.M. SHEET 2 OF 2