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HomeMy WebLinkAbout1799 SERVICE ROAD - Health 09'q Sere ce Road West$anistable ,r< A= 194— 008—W02 G Fee--- ---------------- BOAR HEALTH TOWN OF BARNST BLE Appricatiou orlVeii Con0ructionVermit Application is hereby made for permit to Construct Alter ( ), or p it (i div' ell Location — Address -- Assessors Map and Parcel ...... -------------- ---- -- - Owner Address `.5 Installer — Driller Address Type of Building Dwelling Other - Type of Building __—__—_ ____ No. f Persons---..-------..__ Type of Well ��- - ---- apac' ------ - --— --_-- -—— Purpose of Well--- Agreement: The undersigned a ees to - stall he oredescribed individual well in accordance with the provisions of The Town of Barnstable Boa of H alth Private Well Protection Regulation - The undersigned further agrees not to place the well in operation unti a Certificate .of Compliance has been issued by the Board of Health. Sig d - - — ----- - - p A —n Application Approved By" -0- / ) date Application Disapproved for the following re ns: -- - _. _----- -- _ Ar — date Permit No. __ Issued— � ---- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THIS IS TO CERTIFY, That the J�/ Individuual Well Pstructed (*<Altered ( ), or Repaired ( ) by—� -��' - �1'1, � ----- -- --- - _ _- --------- —_-----—-- "Installer at-_ 7 ��1 _ 0.3 ----------------------------- ------ ---- --- - has been installed in accordance with the provisions of the Town of Barnstable Boa of Health P ' Well Protection Regulation as described in the application for Well Construction Permit No.b - THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE --_— - - - Inspector--- - —------------------------___------ p 6 No. 0-- -- -_-_Fe -- -- e— -- - - 8 A l" " " O RD—O' HEALTH i`s 1 TOWN OF` B ARNST BILE 2pplicat ion r-for Vell CongtructionPermit Application-is hereby made fora permit to Construct (✓), Alter ( ), o ep it ( div,' u 1. ell,4. Location — Address - w — J Assessors Map and Parcel — `"—"` L/t/ Owner Address ------------- ----A--------------------------------------------- --------------------------- Installer — Driller / Address Type of Building Dwelling AS 'ffn - '——- - Other - Type of Building- — --_--__ ------ No. •f Persons--------------------___—__—____________ Type`of Well <r -��- - ---- Capaci ---- - - --—-- -- ---— Purpose of Well--- �1 _-- -- _-_-- —__-- Agreement: The undersigned a ees to ' stall he oredescribed individual well in accordance with the provisions of The Town of Barnstable Boa of H alth Private Well Protection Regulation - The undersigned further agrees not to place the well in peration unti a Certificate .of Compliance has been issued by the Board of Health. Sign z.7— (:r /. A —-- d-e ----- Application Approved Z, PP d B Y i ate Application Disapproved for the following reasons:----____--__ --- - — - - ----------------- --- - ----- ---- -------date---------• i Permit Na.- Issued--y�/1 -__- - -— ------------- date _.�..__ ---_..________ ..................... BOARD OF HEALTH TOWN OF BARNSTABLE , Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (v); Altered ( ), or Repaired ( ) .4 Installer at- �=7- -�l�l�C.v d Fo3.iu>> /-196/,c ----- has been installed in accordance with the provisions of the Town of Barnstable Boar of He lth P va Well Protection - ; Regulation as described in the application for Well Construction Permit No., �, r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --- - - --_ Inspector---------------------------------- ---------- :- —�•..e..-,�-—e——m�.e—.——e———e——s.—�—.o——�.—————-a ——-ae®asw—r—.eo®.e——®—®es®-————r-®——ve—>e—.—s�os�o-�c®esa BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5truct ion Permit N � V M 4�t No. - Fee- ----------- Permission is hereby granted �� to Construct (L,);Alter ( ), or Repair ( ) an Individual Well at: 41, �v Street ` ---------------------------------------------------- as shown on the ap lication for ell Construction Permit f' ^ No.---c v -------- Dated-- / l� v �Boaid;of Health DATE L06 �✓ of IKE rpm fy�P� Town of Barnstable y 39. :6gq. �a Board of Health �p �Q, RFD MA'1 A� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Susan G.Rask,R.S. April 26, 2007 Mr. Matthew Eddy, P.E. Baxter Nye Engineering & Surveying 78 North Street Hyannis, MA 02601 RE: 1799 Service Road, West Barnstable A= 194-008-T02 Dear Mr. Eddy, You are granted a variance on behalf of your clients, Mr. Shane Pacheco, to construct a well for potable water 120' from the neighbors leaching facility. The variance granted is as follows: 4397-8.E(9)(f): The well shall be located 120' in lieu of the 150' required from the neighbor's septic leaching facility. The variance is granted with the following conditions: (1) No more than five (5) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:HEALTH/WP/EddyBaxterNye Pacheco X, ,1 (3) The property is limited to a single-family dwelling unit including cottage as per the plan revision dated 2/14/07. A second single-family dwelling unit is not authorized unless the applicant first receives the approval of the Zoning Board of Appeals. The septic system and well shall be installed in accordance with the Site Plan & Septic System Design Plan dated 04/07/06 and revised 2/08/07 by Baxter Nye Engineering & Surveying. Sincheurs, Wayr, M.D. Chai BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/EddyBaxterNye Pacheco r - — s:z. 't SOIL EVALUATOR&PERCOLATION TEST FORMS SINE Page 1 of 4 Town of Barnstable BARMTABLE, ' Department of Health, Safety,and Environmental Services MASS. t6J9 Public Health Division AlEO�A 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 FAX: 508-775-3344 Soil Suibhil1ty Assessment for Sewape Disposal NO. 7 0�' Dater Performed By: L4 �� � .iG Date' el Witnessed By: Location Address / ��-/� ��1� Owner's Name `� �� ��r✓h�l"61�'�• ��v'd'o 'tea Lot#: Address,and Assessor's Map/Parcel: Telephone# NEW CONSTRUCTION REPAIR Office Review Published Soil Survey Available: No Yes Year Published fig Publication Scale 111-5-M Soil map unit PY D Drainage Class s— Soil Limitations Surficial Geological Report Available: No Yes Year Published /9 �/ Publication Scale /. Z09e� Geologic Material(Map unit) /1/t Land;rm. Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Wetland Area: National Wetland Inventory Map(map unit) Ql>CIA) �-— Wetlands Conservancy Program Map(map unit) /r , Current Water Resource Conditions(USGS): Month Range: Above Normal Normal �`C Below Normal "Other References Reviewed: DEP APPROVED FORM-12/07/95 FORM II - SOIL EVALUATOR FORM Page 2 of 4 Location Address or Lot No. //-v �l f On-site Review Deep Hole Number l.. Date:C1//196 Time: /0.Al� Weather Location (identify on site plan) Land Use 'n Slope /0 Surface Stones ��-tJ Vegetation Landform Position on landscape (sketch on the back) Distances from: Open Water Body /V+- feet Drainage way feet Possible Wet Area A//i: feet Property Line.3,5' ... feet Drinking Water Well/�T' f feet Other ............:..:::.....:.:: ( DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, % Graved 5_ q .4 7.5-Y2y/y c, � rj— 5Z 1 /vyrz5/6 yo — 57 cj r3Z cal- 5,'1r� z•5Yc/3 MINIMUM OF 2 HOLES REQUI IROPOSED DISPOSAL AREA Parent Material(geologic) 4yaa—< l a-4 A-' ^ IepthtoBedrock: 3C87` Depth to Groundwater: Standing Water in the Hole: Nd N'Z— Weeping from Pit Face: .t/eNE _ Estimated Seasonal High Ground Water: �/� DEP APPROVED FORM-12/07/95 DEEP OBSERVATION HOLE LOG vlcp Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones. Boulders, Consistency, % Gravel) O— 9-- 0�'4� 0- Zy r3 2Y-72 G� /a Y-e�/� 3 DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones, Boulders, Consistency, % Gravel) O 4 �. 21f /oY2 3� Z Lam. Z 5-Y l Parent Material (geologic) - - Depth to Bedrock: Depth to Groijndwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: I 1 1 1.,ORA9 11 - SO11, 111*VALUATOIt FORM Page 3 of 4 Location Address or Lot No. Determination for Seasonal High Water Table Method Used. ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole.. inches ❑ Depth to soil mottles inches El Ground water adjustment ....._. ....... feet °�� Index Well Number ... . .. Reading Date .... ... .... Index well level Adjustment factor Adjusted ground water level Depth 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? 5 If not, what is the depth of naturally occurring pervious material? Certification I certify that on Vu_ 71( (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date DFP APPROVED FORM-12/07/95 )FORM 12 - PERCOLATION TEST Page 4 of 4 1 Location Address or Lot No. COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test* Date: /��`� Time:. Id Observation Hole # / Depth of Perc rep Start Pre-soak �a ,Z�� End Pre-soak Time at 12" Time at 9" /6'w Time at 6" ,4 ey 42( AAV1e�C' Time (9 -6") Rate Min./Inch Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed ❑ . . .................................... ................... Performed By: �J"15-� Witnessed By: Comments. , . . ._....__ . ....................._......�...................�......_...w DEP AI'FROVED FORM-12/07/95 I �s r V CY 36s ,-raj tl IS 5.b� �y0 � Z i G�J I r' LEACHING AREA REQUIREMENTS _ _ - GENERALNOiFS: ' ' - NITROGEN LOADING UMRATION: NA ,,. ,�46•� RESIDENTIAL5 BEDROOMS ------ --_ - I. PRIMARY BENCHMARK REFERENCE POINT FROM TOWN OF BARSTABLE GIS / + 110 CPO/BEDROOM - :_ ,-, / - (DATUM;NGVD 1929) TOTAL DESIGN FLOW=550 GPD , , ,• % 1~ '.. .. - _ --_. ....... _......_ O PROTECT BENCHMARK SEE PLAN GARBAGE GRINDER(NOT INCLUDED)=N/A - -- - - 2. LOCATION OF UNDERGROUND UTIUTIES ARE APPROXIMATE AND SHALL 6FIIE •''" PERC RATE= c Mly,_/INC (CUSS 1) _s927 st• _ BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY LIAR=0.74 GPD/S.F. 1` q.t{j St. -i5p-.__ _ .• COMPANY PRIOR TO ANY CONSTRUCTION. -_ 1 ,- MIN. LEACHING AR A OF SAS, REQUIRED., _ �• �'• T = 743.24 S.F.MIN. - '---- 3.A TTII-E SEARCH HAS N07 BEEN PERFORMED FOR THIS SITE. IF 550 GPD/0.74 GPD/S.F. •� ""' PROPOSED SYSTEM: ._ - .,t - _ - DETERMINED i0 NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY 12'x 46.5'LEACHING CHAMBER SYSTEM WITH 5-500 GALLON i ` - �/ BE PRECAST LEACHING CHAMBER UNITS AND STONE(SEE DETAILS HERE-ON) coa � ' 4.THE PROPERTY LINE INFORMATION SHOWN 5 BASED ON CURRENT AVAILABLE RECORD $IDEIYALL AREA:({6.5'+ 12')2 r 2'0(PTH 234 SF 1 ..... ., a t t.-. _ 1940 CO INFORMATION CONSISTING OF PUMAS AND DEEDS. THE EXISTING TURFS ON R E N G EEO FEATURES SHOWN HERE WERE ` .V Eoa �CE LrT47'Y L•AYDIJT OBTAINED FROM AN ON THE GROUND FIELD SURVEY PFRFORMEO BY BAXTER,NYE&HOLUCREN, LOCUS MAP Scale:1N=ZOOON TOTAL AREA* ILEAC I 129 = 55LSE R O /1 11 INC.ON MARCH 31 7 APRIL 7,2005. T07AL EFFECTIVE LEACHING AREA= 792 SF ROAD J LOCUS NOTES: SYSTEM DESIGN CAPACITY- 792 SF x 0.74 GPD/SF=586 GPD .,�,c : - THE PROJECT LIMITS,AS FIELD SURVEYED BY SA%it.K.NYE AND HOLNGREN,INC.ON MARCH 31& 1J LOCUS AREA IS COMPR6ED OF SEPTIC TANK SIZING:550 GPD x 20OX- 1100 CAL ) t - t54 APRIL 7,2005.EXTEND TO LOCUS PROPERTY LINES WITHIN THE EASTERN HALF OF THE SUBJECT / EON USE 1500 GALLON TANK MIN. PROPERTY AND EXTENDS NORTH APPROXIMATELY 50'INTO THE SERVICE ROAD RIGHT OF WAY. LOT 2 0 PLAN 600K 417 PACE 99 - j 15Y �"`�qt ,. �o> OTHER INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS CIS INFORMATION OBTAINED FROM THE ASSESSOR'S MAP 194 PARCEL 00 002 ,/ Ire a+w��^� 'kq�,.• ,; TOWN OF BARNSTABLE CIS DEPARTMENT. DEED BOOK 12,848 PAGES 66&67 _ OWNER/APPLICANT.NANCY J.LUCIEN - - t� -----_ .. ... CONSTRUCTION NOTES: 309 BISHOP'S TERRACE % - - - --'---- - -�� -�-- .. 1.ALL SYSTEMCOMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH HYANNIS. MA 02601 ' '"'' "' ' " - t� - - - -- TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995,AS AMENDED PHONE:(508) 775-9361 V� r �'' -/ 1 •OO• - - THROUGH THE DATE OF THIS PLAN,&ANY LOCAL RULES&REGULATIONS t i 2.) ZONING INFORMATION I i • 146 ,. ., APPLICABLE. ZONING DISTRICT: RF S - AP Aquifer Protection Overlay District _ -- _ -A-,.,g ST NOT BE CHANGED WITHOUT WRITTEN RPOO Resource Protection Overlay District ` - i r i .,, _ y - OR APPROVAL BY THE ENGINEER. '_ 2.ANY CHANCE TO THIS PLAN MUST BE APPROVED IN WRITING Bt'.iHE CURRENT MINIMUM ZONING REQUIREMENTS MIN.LOT AREA=2 ACRES(RPOO) 3RCEER.� RUC710N IS FOR COMPLETED NOTIFY THE BOARD Of HEALTH AGENT MIN.LOT FRONTAGE= 150' MIN.L07 WIDTH=0' FRONT YARD-30' SIDE YARD= 15'REAR YARD= 15' '-- _ - - ,,.. - - f1I DESIGNENGINEER R INSPECTION AT T HOUR PRIOR TO _• .•' i -�, / AND DES FOR LESS 48 5 .MAXIMUM BUILDING HEIGHT=30' BAC-�� - -'� --- r --' • ''-' _ KFlLUNG. THE SYSTEM SHALL NOT BE BACKFILL£D UNTIL INSPECTED AND -. APPROVED. 3.) COMMUNITY PANEL NUMBER:250001 OOf5 C THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. 4.All SANITARY DISPOSAL SYSTEM PIPING TO BE 4'SCHED 40 PVC. UNLESS AREA OF MINIMAL FLOODING. \\ .,.. -- _ -_ �! - �..•. o OTHERWISE NOTED HEREIN. ,• - - i ` \`' -- - // - z /' QQ ,ry - f 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED TO THE'Cl HORIZON', FOR A HORIZ.DISTANCE OF 5'SURROUNDING THE LEACHING FlE1D,AND REPLACE / - WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. ' •,\ .. _..._,� �� .,. +.. 1 r //// tie .__.. _ 6.INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' 1 1 a OF COVER ��_ $��90•E „� - _ _ ^' @ 7.THE SEPTIC SYSTEM DESIGN DQE$-lQZ INC LUDE GARBAGE GRINDE R DISPOSALS. �• �. .:. .. _._ .... .' - � .. - - 8.CAUTION THE CONTRACTOR SHALL CONTACT DIG SAFE(AT Ate PROPOSED -BOX POOSED .24 O' -IPR - - - ry - �• .� . CTOR 0 ..120 a SHALL DETERMINE THE EXACT LOCATION. BOT LEAST 72 HOURS BEFORE THE START TH HORRONTALLLYXAND VETHE RTICALLY, � .+ I 888 DIG SAFE)AND UTILITY COMPANIES TO LOCATE ALL TP#4 - / oT26 Lao• OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION �,-„ - --- 0 i•.W CO DH FND 'I PROPOSED- =124 o, 4' 1 WAY TPA -- ice\ C ,�y - ONLY,IMAY NOT DBEPOLIMfIED TO THOSEA ASHOWN HEREON ANDRE SHOWN IN ANPROXIMATE HAVE NOT BEEN ... q. r. �FFE w ~ ROUND UTILITIES Aro _ t INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE _ - - - 5'OVERDIG SEE .r RESERVE _ {••tF,•PV i B� - CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 'y. ,th WHICH MIGHT BE OCCASIONED BY CONTRA R TO LOCATE THE '., UTILITIES DVCTLY.IF ELEVATION INFORMATION DIFFERS PLAN l i _ ._ NOTE 5 MFJt2-oN�S 1. _ - INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR . :.; • ID'B ,-..^ ,:... (�'/.) ,20 �5E0 ppPPOSEDPOSSIBLE REDESIGN.AT UTILITY CROSSINGS. BREAK MM AND RELOCATE IF WT-. /•ct .'/- �;U E`' C OOL + CONFLICTINGR WICPROPOSED INVERTS PER THERENGINEERS DIRECTION. THE/ o _ tte EL-n6.o = 16 OUST PA" CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. SOIL LW Ps 10,9;L@� =PERC TEST LOCATION DATE:4/6/2005 _ - 124 1 116 CC�� GAS LINE INFORMATION PER MAP PROVIDED BY KLl'SPAN ENERGY DEANERY. n -- 14-LF 4' LCB RID r C"= BORNSTABLE •I+•: 114 sa&Iz 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. SOIL EVALUATOR: A BOARD OF HEALTH AGENT: _ FINAL LAYOUT SWlll 6E AS DETERMINED BY THE APPROPRIATE UTILITY STEVEN VENTRESCA DAVE STANTON - . .. ... tSt.SD' COMPANY. TEST PIT#1 TEST PIT Q2 TEST PIT#3 TEST PIT#4 TEST PIT#5 Toj I 5,W2r2t•N 10.FOUNDATION DIMENSIONS PER COTUIT BAY DESIGN PLANS:G4 (5/12/06), G.S.E. = 111.6t G.S.E. = 117.4t G.S.E. = 118.0t G.S.E. = 122.9t G.S.E. = 122.3t --- _ 0. M4(5/23/06)AND H4(5/72/06). - 00;ORGANIC MAT 0;ORGANIC MAT 00;ORGANIC MAT 0,ORGANIC MAT 00;ORGANIC MAT 4'(EL. 111.3) 117. 1 B 4' 22.6 4' 1220 /� _ _ - _. i22{2' w 45y4t -... SITE LOCATION E; IOYR 5/1;SANDY LOAM E;7.5YR 6/1;LOAMY SAND E;7.5YR 7/1;LOAMY SAND E; 7.5YR 7/1;LOAMY SAND E; 7.5YR 6/1;LOAMY SAND // \• a 75'Ot•�, Residential Construction 6.5' EL 11 1.1 4' EL 117.0 4' EL 117.6 7" EL 122.3 6' EL 121.8 \\ _. _��� ` 1799 Service Road,W.Bamsta6le,MA 02 BLV; IOYR 5/3;SANDY LOAM BW: 10YR 5/8;LOAMY SAND. BM,; 10YR 5/8;LOAMY SAND BW; IOYR 5/8;LOAMY SAND BW IOYR 5/8;LOAMY SAND . i �\ PREPARED h FOR 31-(EL 109.1) 47-(EL 113.5) 38'(EL 114.8) 34'(EL 120.1) 44'(EL IIB.6) �.-___ _ _. _ + _ _. - ._...._ a Sandwich, A 02563 - Shane Pacheco - 74 Great Hill Rd,Sa ich,M Cl;5Y 7/3:LOAMY SAND Cl;2.5YR 613E MEDIUM SAND Cl; IOYR 6/3;SAND Cl; IOYR 6/3;FINE SAND Cl;2.5YR 613,SANG _ _ =""'•^'"'-;-i- - (508)364.2456 REDOX O 55' REDOX O 84'TO 102' REDOX O 96'TO 113' FROM SURFACE RUNOFF, (FROM SURFACE RUNOFF, (FROM SURFACE RUNOFF, .I. - - TT NQI GROUNDWATER) N07 GROUNDWATER) 1(QT GROUNDWATER) -"- 1 49-(EL 107.6) 89-(ELEV 110.0) 134-(EL 106.8) 142-(EL 111.1) 68'(ELEV 116.6) . Site Plan&Septic System Design Plan ' C2; IOYR 7/2;SILTY LOAM Cz; IOYR 7/2.,San LOAM C2: IOYR 7/2;SILTY LOAM ' BAXTER NYE ENGINEERING&SURVEYING 124'(EL 101.3)' 134'(EL 106.2) 76'(EL 116.0) ._-- NO WATER AT 124-(EL 101.3) NO WATER AT 134'(EL 106.2) NO WATER AT 134'(EL 106.8) NO WATER AT 142"(EL 111.1) NO WATER AT 76'(EL 115.6) - - PERC 0 61-(EL112.1) - Registered Professional Engineers and Land Surveyors RATE-CLASS`2 MINSOIL IN �-- - - r.Hyannis.Massachusetts 02601 7R North Street 9rd Floor, is MAN Hour,WEST HOUSE TYPICAL SYSTEM 'PROFILE 5'-6' (- ) - iE°F1z6/tz{, NOT To SCALE Phone- SOS 771-7-50? FaX-(508 TOP 771-76_^2 •,' NOTES: .. 6-(H-20) ..,''• 30 60 1.SYSTEM COMPONENTS ARE DESIGNED FOR VEHICULAR(1120)LOADING. SET I INSPECTION CDVM 70 FIFINISHEDfRHOE - ^'�20"OL^I--.�.: � 30 0 PROPOSED.GLADE-121JI/f220 SEr AT LEAST ONE NNNIIDIE FRAIE SET MANHOLE PRIMEWAvsn PEA sum¢ wlx WMm Tart R6m t mm : ,..�- ' =�• .' .. SCALE IN FEET •OD"TO WIRWI 8'aE FN6N 4RAOF- !co m ro RaHx FAag® DUDE owe IFAL7WIG GLtEIBE1tt.,1R3, - ® I® ® ® ® 1� SCALE: 1- = f'. A . RSEIS&COVERS SHALL BE YATERIIGHT li OF FIREN GRADE .3- 30' FINISHED GUM OVER TANx 1210 RRISM ANI fY&COO Ma TOP a CONC. .:®.::®:®.•��...'�' w •/A' -'•f': - . MAIN MUSE FAL6Hm GPME OVER a BOX.1te.7s• 36 inaR>Ocoverr OV1�R -®.�:•� .. 'i . q1r 1'SON M PIC TOP dF PEA CaIIrJe:IE CMIffCllG11 PER - '•�/Z.z'`L' l-SB• S.I.Ii Y IArt a01>E F1--11U 1.0' YNAtFACnA3F WA1Enaff"ME FAME AND -tt9.,J .. •.. LIA'OA"G DUIIeERs RECOINID)R'1T.N a s PRECAST CHAMBERS .- RST 2'TD BE _ C.ro cPAtt Ate-L!L' DATE: 6 ,. 42,E-4'sa+4o PC o s-sSKW THEN 1.72x .1 ... .. DOUBLE _ c ImL PVC _ _ -LEVEL ,Nr N-t,S.7 IC IK� _ OUf.i1SA5 - 4'BL;H. Di PVC. - LONGEST DIST. w T 0 O C= j0 �+O' p 2'PEASIONE G>sr HOUSE •. LINE={9 lF `-` ' '(FOR P6PkFIIM PORE) �,SHONE __ - -: ': 2' DEPTH . 4 stN b Fvc Si Stit¢ Wtv N-t,AA6' 8.5' 4 8 12' 1. 're 18 REUSE BUILDING DIMENSIONS.& �L u• s.f.0 s ovm DIG m • , :- ,� } SEPTIC TANK LOCATION - :. SP W.IN tp •. ,, 6'sumo, ouwtfsae' Ti tB 'D'NcwiOx(SEE tOfE s) FLOW 11NE/t• y��„q o �o � r. �. • _s �,!��.� Rm FORCED mrLCPEIE 6'CRI1INS _ - 1 il.0a ETFECfME z. ? �-� >r ls�j`.L+: ? 3 B': .,S/1"-T BO,IiBiE 1Y0.5F1ED STONE :.2 O. WIN _ .. .. IiOUBIE WAvan „ PIN - N0.BY DATE REMARKS 5'YIN „� '+S.' �S..Y�4'.�t P Nallo Cround+Wter O Elay.105.08 3.6' {.B' }-g•~ .''{'-I DRAN•N SIGNED ,SOM E DRAWING NUMBER r C' t2• 46.5' _ STONE IMSE ,. • 1,500 QUM ONE-COMPARTMENT SEPTIC TANK(B20) :DISIAIBIRION BOX(1120) t WNCRETE I EACHIN6 CHAMBER SI(S7FM' - - "' '"CONMETE LEACHING CHAMBER SYSTEM DETAIL PLAN SOIL ABSORBTION SYSTEM WITH 0: 2005 05-028.CML PLO 2005-028SP.d i , RotNOO Sr SKID OR EDuu. - ROTODO m-s OR Blow ACNE PRICAST SOO OVLBLF LE$CH D CtWH1t(1 -20)OR EQUAL r I.m LOADNG) SM GALLON PRECAST LEACHING CHAMBERS . s ,O a Nsruun a A Ot4L szAai ELSE TO SE 1161MMn aN A LEVFl sOBIE SASE .. ro BE Msrwlm ON A LEVEL STABLE RASE rro scu.E NO%ALE 2005-028 So=YHA=M BE.f6PEClm R CIEN®,NNwGLY 5 OIIREIS REGMifD + - _ � � `_ - REQUIREMENTS _ - - ,- _..._ - ` LEACHING AREA NTS - - - - `� - _ _ -- -�. GENERAL NOTES 1. iNITROGEN LOADING LIMITATION: _ _ _ - _ .-_" _ - -- ;,_; �•`", , RESIDENTIAL- 5 BEDROOMS - --�_ / , - _. .__ �/ ;_ �,°'° " , y -____- - _ __ - '- - _.___ , / ``--- --_ --..__ .-_.____ ____-__. 1. PRIMARY BENCHMARK . REFERENCE POINT FROM TOWN OF BARSTABLE GIS x 110 GPD f BF�ROOM _ --- -- --___ __ - _ -__ i / _ - -_ f �,f r -: TOTAL DESIGN FLOW = 550 GPD - . ___� _._ - --- _ _.__ - - ___ __ PROJECT BENCHMARK . SEE PLAN(DATUM: NGVD ) f - --_..____ - _ r' _ _ - _ .__ GARBAGE GRINDER (NOT INCLUDED) = N/A '_. __ --- o' f , _ _---- 2. LOCA17ON OF UNDERGROU r' __.._. 6111E _ _ - _ __ - - . PERC RATE _ <5 MIN. Z INCH (CLASS 1) i '� -�_-- ----- -.____ _ - �_--_ - ._ BE VERIFIED IN THE HELD BY THE CONTRACTOR AND LITIES ARE XAPPRO APPROPRIATE _ _- --- - i ,I _.__ .__._._ _ - _____----- ` 't �, ---�$_-_ ' --- __ -..-_ _. - CONSTRUCTION. IR LTAR _ O:T4 GPD/S.F. / - - ___ - - -- COMPANY PRIOR TO ANY CONSTR MIN LaCHING AREA OF �A�S _ �� -4 4 r . REQUIRED: -- _ _. ' _ -- A `' 3. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF 550 GPD/ 0.74 GPD/S.F = 743.24 S.F. MtN. „` - .. . "= FORMED BY \,; _,_` - - DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL BE PER rr -- PROPOSED SYSTEM: _ _ as. �; ___1 `�. __ OTHERS. I _- 12 x 46.5 LEACHING Ct IAI�BER SYSTEM WITH 5 500 GALLON �;; i �� �, :. :.._`�'.. '\" 1 _.,•.., a� [ N 'it ,._...---------.-. -----__,.---.�'--�.`.--...,,, ��"^-...___l "•-�,.. -.._, � '�� -.._ ,«_�"_ r,1;niin, 1, j.,;f,� ! \� � - - _ . 1 ' �' PRECAST HING CHAMBER UN _ --- �' _ �\ �?' -_ 4. THE PROPERTY LINE INFORMATION SHOWN tS &ISED ON CURRENT AVNLABLE RECORD LEAC iTS AND STONE (SEE DETAILS HERE ON) _ ______" _ - _ r�. -__ Ls. _._ _"___,, ��p - SIDEWALL AREA. 46.5 + 12 2 x - 2 DEPTH = I r __, - ,- \ '+ U+� ' �C. .1 EiM. TS , _ _ ( .) 234 SF f -`-� -� & HOL�IGR . 1 THE EXISTING -._. \ _'�'---.-:_ _ I- ��. �;9 n a_ ,; �, C 19418 OBTAINEDINFORMAnOFROM AN ON THE GROUND FIELD SUS ERFORMED 13Y11ATBBAXTER,URES HNYE OW H N �E r�L 1 , E HEREON BOTTOM AREA., --(46.5 x 12) = 558 SF y - r_�._,� �u 4 _ 3 "�.; f �:.4 :� LOCUS MAP Scale: 1■ = 2000� `� ; - �. flap; - l - i -I-_ _ LAYOUT _ INC. ON MARCH 31 & APRIL 7, 2005. _� ry. ., TOTAL EFFECTIVE LEACHING AREA 792 SF i \ { , ` \ _ - ` ' , v ill s--�, - �-a y. LOCUS NOTES �` c� '` �\ 5 \,` }:. _ -. • SYSTEM DESIGN CAPACITY 792 , . Ro ;, SF x 0.74 GPD/SF = 586 GPD i I 1 � - I` �s a•4 ,_ �o I MiTS. AS FIELD SURVEYED BY BAXTER, NYE AND HOU�REN, INC. ON MARCH 31 & ;, I AD � I + fk - - ;c 14k: t- 1.) LOCUS AREA IS COMPRISED OF : SEPTIC TANK SIZING: 550 GIPD x 200� = 1100 GAL ,� ', \ -} , a�H -- z 1. 1. 4< APRIL 7, 2C005U EXTEND TO LOCUS PROPERTY LINES WITHIN THE EASTERN HALF OF THE SUBJECT LOT 2 O P USE 15W GALLON TANK MIiW. ,%' / 'i ; /' , x 1 f9"� 1�a 4. ,,`� - PROPERTY AND EXTENDS NORTH APPROXIMATELY 50' INTO THE SERVICE ROAD RIGHT OF WAY. LAN BOOK 4i7 PAGE 99 ( \ , ; . ASSESSOR'S MAP 194 PARCEL 008 WO2 � - / -- - --_ - r' ;r rj' r ok �� X�. aL V OTHER INFORMATION SHOWN IS FOR REFERENCE ONLY AND IS GIS INFORMATION OBTAINED FROM THE "` ASSESSORS MAP 194 PARCEL 008/T02 ` ' t 52 _ T -__�_^_i_ L �aP h ` ,/� f ,f 1` F- _ - �,T TOWN OF BARNSTABLE GIS DEPARTMENT. \ ,ram _=__� -. -- . -m rulx-�'-._ cIj r ,r.. DEED BOOK 21,121 PAGE 31 � _ r; ___=__-_�_. -____ ___i �,_ � : - _".. CONSTRUCTION NOTES: /' / /� ,j` - - .` �, / .., r OWNER APPLICANT: SHANE PACHECO h _ ._----_ -- _-__-- -- ---_-_ _- - - --.._ - __. / ii ,� �, f, _ _ _ - ACCORDANCE WITH i _ _ 74 GREAT HILL ROAD i 1. s 4 q - - - _ -- ---_ __.._ -_ ._ ---- --_14 k - - Y E CH 31 C01995 AS AMENDED :, r ( R ON E11... - ., f r r ; _ __--___-_.__ ___ _ -_ ---_____ .._----_ _ _ ---- - _ . - - ' 1 ALL SYSTEM COMPONENTS SHALL BE INSTALLED � ` 1\ SANDWICH MA 02563 y e.; • ,o ;�l, f r _- --- --_ - ...-..-----_--____ RULES & REGULATIONS ', F 1 ; - "- _ / _T _ _:__ - _v:l =_� ---- - - -_ _ _ _ _ __ THROUGH THE DATE OF THIS PLAN& ANY LOCAL FFF v PH - r __ - - _ _ ._-. - _ _ " - ~--- , • ONE (508) 364 2456 t � ( �.,� � - .. ,_ ! ,, -- __-_.-_._ - _- .- --- -.-!__-= - "._" --- -_ ___ 2.) ZONING DISTRICT RF i - __-.__ %,, ,x j __-_ _- -_: APPLICABLE. , _- 1 - _.__ AP Aquifer P i 4 i _._ - _ -:. - - - _ , ;''.% -. ------- - - _ _ -____�_ _ _,__ - - _ PLAN MUST BE APPROVED IN WRITING BY THE Aq Protection Overlay Drstnct "_- _ _ ---- - - -_____.__ 7 _ T WRITTEN - o _ k �%fii n 2. ANY CHANGE TO THIS RPOD Resource Protection Overlay District � � I. J "--� _ "� ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT CURRENT MINIMUM ZONING REQUIREMENTS _ - '; _ ; r .- �,� , r� rq -ARE.- - _ __ - - - PRIOR APPROVAL BY THE ENGINEER. ---- MIN. LOT AREA 2 AC ; � ; - i ', ! __; __ ,, a �f _ k - - RES (RPOD) , 0 -- -� - ,r ,� j', r-- - - '��C+ - --- _ F -- .- _ LOT 1 r , ,' , : .!'/ _ M r� MIN. LOT FRONTAGE 150 MIN. LOT WIDTH - 0 � �, - -_-_.-.___.______ - _._ r ,f , - -, - "- y , ,r, ,,,:f i - -, , - ,- � J r -- - - __ -• ,� PLAN BOOK"417 PAGE 9 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF HEALTH AGENT FRONT YARD = 30' SIDE YARD 15` REAR YARD = 15' ` `.,: - '-I-``� •- `'� -- / ,/ ,/i/ r % ---`�'" -`f• f ;'f ! - - - -----_- _ AND DESIGN ENGINEER FOR INSPECTION AT LEAST 48 HOURS PRIOR TO MAP 194 PARCEL.8 1 MAXIMUM BUILDING HEIGHT = 30' \ �, -`\ "� -- - �'~- - - _ ` .-' .r` e" -' " f f�� _3s rr, �• - - ��-1 �b - N/F ADAM de KAREN MACJiADO BACKFlLUNG. THE SYSTEM SHALL NOT BE &4CKFlLlED UIJTIL INSPECTED AND _._ _71 I \ \\1 1' .- ,- 3.) COMMUNITY AN NUMBER: 250001 0015 C `�, ___ _ - DEED B, J5 74 PAGE, i32 - -�!j �,f, / .- - �. --y �,_-- a APPROVED. __- „\ � __- - - __ -` - M1AP.fi94 ARCEL`9 ___ I 4 / ' r. f/ I - / THE FLOOD INSURANCE Rio -_ - -_..___ - 1 i RATE MAP DEFINES THIS AREA AS ZONE C, --- - _ �_ _ --�- _ --N- F. MCGR JI)HN ;� ``� _ '; A. s` • r r __ .. - , - r• ' - � Y�'�_% / •,! - _ F - -' •- DISPOSAL SAL PIPING TO BE 4 SCHED 40 PVC. UNLESS / AREA OF MINIMAL FLOODING -- ----- -- -- A- - o / _ r�, - _�,- ;¢ - 4. ALL SANITARY D S 0 _v- _ ." _ V_ • ��- `_--_ _ _ ----` -- �/'.- �%/;g, r' - .f OTHERWISE NOTED HEREIN. \ \ --__ -- i i -_ _ --' /'w i f i / I i , I ti - , --_______.__- - - / / - THE 1 HORIZON FOR A /- -. 5, ✓ ,f' ,' 0 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED TO "C ' 1 r; / r I k �` -- -- _.__ _ __ -- _w� - �`!'' f�/ /X ,3 r � 3,�z��; �ti - - _ HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE { - - - - -- .Q l `-- _.-__ - - - __ . --- -��__ ��lr f - f... - W TO THE TOP ELEVATION OF THE SAS -- __. --�---- ______ ____ _._._ r -- �� WITH CLEAN SAND PER 3 T 0 CMR 15 255 E 1. "� _ - _ "~ ;/ f,. -\' -, �' ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS ' 1 1 ., �` --- -_ �' y ` // / / / ;f '' +,v� 6. INSULATE THAN 3 r % n_ - _ ___ - ` .-' o, - �- r__ _� ,j �.� �, of COVER. r / s - q r• r , �/ _ .- „- - - -- �, 't 4 ; -�` �' -- --' .�' _ i ' �� `1 r _ _ -- - -- . THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER / % r - 129.9 f -- DISPOSALS '\ i t 1 i, ' , /` `'....-... -�W �.-_y '/ ... - IC9,S`�i'1 -''f. / j� r !.Y f -11 Z7• - _ _� .____.._.__1_____--________1_. - i 9,8 _ f 4 \ \ \ N s' in s♦b„h x r �O e - _- - -__-- - _ - _-- �7 9:,-;` - v o' 2 5, P� :r THE CONTRACTOR SHALL CONTACT DiG SAFE (AT - t __-- --� - _ _ APPROXIMATE CAUTION• - �-_.� -- ��� __ -' �, '� �c LOCATION PER - - - AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, --' __ 1� htOPO -CB-DH-FND .-'` ,; - 0 .V, ,, P _ � _, SEPTIC SAFE) . I `� ;l i __-----_-` _ �`-��� - .I- - - - "DESTROYED-WIRING D BOX -' PROpOSEfl N :_ SEWAGE PERMIT# 9s-1s55 AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR ', + 2 -T1Z - - - G 4; ` SHALL MINE THE EXACT LOCATION BOTH HORIZONTALLY AND VERTICALLY, ___-__ _- % __ __.-___-___. _ __-__. w-.- " r \ _ --_- 120 t ,; - - - - "- ip G- F a i 26 0' �' ; OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION N ` _.--'"- -f `�r.- ' __(f* 9&----"_ :;r it PROP05E '-- N� 24 1& 1 4' OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY _. 1FfE- .11 �, i �. - r ---_____ - --- - - `�-�^�_ - _ ao- / • / -►� N 1' ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN 1 � _ �` _ -__-_._ _.- ��` - #"� :'� -- , -_--- qE t1: INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE -----{ , i - _ - t , , _ 0122 -- sALL DAMAGES `""� '--tA i--aiv���x 41 I rr�U E 9 9 -_.` _ _ - -- ; 1,�, H -,� TAN K1_ - - TRACTOR ES TO BE FULLY RESPONSIBLE FOR ANY \ I 1', 11 , l ` �_-- _ - --- __.:____----�__ ---------_____._.__..__ ._-_.- ___r __ _,_.- 5 ovrL3D1�` - RF, ,ERVE a• -� ,' T WHICH HMIGHTABE EOCCASIONED BY THE CONTRACTORS FAILURE TO THE 41OTE 5 -- - '!i - MH.R i Pr;RCE 008� c1:_- �► - UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN __.__ �- HERE ON .__ / _ _.___ . -------- ._____----__-----__ ..__ r _ -`Svc s -' ,�� , , \ ER IMMEDIATELY FOR - - PLAW,BOOK ``537 PA(� 41I\ __ - _ _.• -. _.__-_-_._- •� 5 _ INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINE _---------- _.��f32,b7b± SO. F 12' X 46»5' �..J '�- / v __ ."__ OSED `_, MAR fia4 PAR(�EL 1�p � � _�� : ;_:,_. _ _ . N/F CRO,WN /1TLIWTI� PANY, uc. ___-.- -- " . Y :._ _� _" __ _._. t2o __ _ POSSIBLE REDESIGN AT UTILITY CROSSINGS, VERIFY ` � V El.t. �� ~`�' t R FY IN FIELD THE LOCATION - _ ROP `,` INVERTS OF ELECTRIC GAS TELEPHONE & DAT COMM AND RELOCATE IF P c�pM - 0S b ,m PRO. _.._- _ 4 y ._ tts EST 6 - -- _ - tJ - ` _` O'.� r BREAK OUT _ ' 16 N __ ,` � CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION THE _.._ CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. SOIL LOGS P# 10,958 ® = PERC TEST LOCATION DATE : 4/6/2005 __._._-.---.-___,_____----- -----.--EL---- o . - i pA•no - __ ___..___"_-- __ - 1.4- LF 4• PVC GAS LINE INFORMATION PER MAP PROVIDED BY KEYSPAN ENERGY DELIVERY. - ----__""116 L S= 3.1 x __.- __.-____.-__- ; i ' ' FIELD LOCATION �` BARNSTABLE -- ; 1. _----- `�^ - -- ---- - -- E OSTiNG WELL _ Lce`RND 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. _ - SOIL EVALUATOR: BOARD OF HEALTH AGENT: -_-_._---,.-_-�--,-rl,.___ - lt4 --_.-_LOT 1 _______ ---._--_ - S BE AS DETERMINED BY THE APPROPRIATE UTILITY STEVEN VENTRESCA - $ �..�*�''' COMPANY. HALL. M DAVE STANTON TEST PIT #1 TEST PIT #2 TEST PIT #3 TEST `PIT4 TEST PIT #5 _ ---- -+' - - - __.__��- - __ - - 191.E OS 9A _---- _ _ _ ` o� 7g , t 10. FOUNDATION DIMENSIONS PER COTUIT BAY DESIGN PLANS: G4 (5112106) G.S.E. = 111.6t G.S.E. = 117.4t G.S.E. = 118.Of G.S.E. 122.9f G.S.E. = 122.3t '�"- -T 1 __ _ s and _ _ 1_ __ --- __.`._._.._._ �! Lot M4 (5/23/06) AND H4 (5/12/O6). c uNE 0' 0' D' �' D' "~ X` _ ~ LOT 0, ORGANIC MAT O; ORGANIC MAT 0, ORGANIC MAT 0; ORGANIC MAT 0, ORGANIC MAT ' 11 •S8 _.=y__ - Z .9 4- (EL 111.3) EL ` __ ____-___-._. 11 - -------.---- LL_ 0L'A - _ _ x z1 d.6- '� �-`'� 421. LOCAT ION TTON E ; 10YR 5/1; SANDY LOAM E ; 7.5YR 6/1; LOAMY SAND E ; 7.5YR 7/1; LOAMY SAND E ; 7.5YR 7/1; LOAMY SAND E ; 7.5YR 6 1; LOAMY SAND /, ,'�I •� �`_- _c t , ��• *- / /: _ \ ` , �a- , A /" Residential Construction -` ~- -'_ _. -_ -- _ _.--- _ - Road, W. Barnstable, MA 02 6.5' EL 111.1 4' EL 117.0 4' EL 117.E T EL 122.3 6' EL 121.8 - `-�`` rr: - - - - ern l OYR 5/3; SANDY LOAM I OYR 5/8; LOAMY SAND I OYR 5/8, LOAMY SAND I OYR 5/3; LOAMY SAND I OYR 5/8; LOAMY SANDro - �``'� - I 11 ` PREPARED FOR f( /-� - 0 0,5`- t t"o BIN BW; BMh a __ - - . BW' BYW _- - ;j , `c „ „ « w r 1 f i1 -- \ "'' !Y__- . APPROXIMATE - - COCq ,LOT 7A z 31 (EL 109.1) 47 (EL 113.5) 38 (EL 114.8) 34 EL 120.1t 44 EL 118.E I __ - ,, -- - f F SEPTIC LOCATION PER n _T` Shane Pacheco • ( / ( ) - � .. SEWAGE PERMIT# 99 353 0 "`- ''. - - - PE ' PLAN t3OOK_„499 PAGE 30 74 Great Hill Rd, Sandwich, MA 02563 - TOWN \WA R • j09 MAP 194.PARCEL 1-7 C ; 5Y 7/3; LOAMY SAND C ; 2.5YR 6/3; MEDIUM SAND C ; I OYR 6/3, SAND C , 1OYR 6/3, FINE SAND C ; 2.5YR 6/3, SAND \, � -r '' , 1 1 1 1• 1 - PLAN BOOK 4fl0 "PAGE"--30-- _ l _ • N/F ANTONIOS k FOT1N1 REVIS (508) i364.2456 ` - REDOX O 55' REDOX O 84' TO 102' REDOX 0 96' TO 113' ` :�7 -- __ "__ _ MAP 194 PARCEL 1-6 (FROM SURFACE RUNOFF, -` - . -, (FROM SURFACE RUNOFF, f ___----~---..-� -_-._ (FROM SURFACE RUNOFF, __-� N/F DAVID do DIANE LAMATAIN,�AL--='^ _ \i - - y - t TITLE __ .21 �LQj GROUNDWATER) �IQI GROUNDWATER) �(QI GROUNDWATER) T-OWN-WATER PI S f PI Site Septic S _ -__�-- _-__-___----__________ �, a an ep c System Design an 0 49" (EL 107.6) 89' (ELEV 110.0) 134' (EL 106.8) 142- (EL II1.1) 68- (ELEV 116.6) , - ---- = C2; t OYR 7/2, SILTY LOAM C2; 10YR 7/2; SILTY LOAM C2; 10YR 7/2; SILTY LOAM �� ^----``- -------- -- _� _ VARIANCES FROM BOH: BAXTER NYE ENGINEERING & SURVEYING 3 124" (EL 101.3) 134' (EL 106.2) 76' (EL 116.0) `-�--- _�__ - 1. REQUESTING VARIANCE FROM 397-8.E 1 f FOR SEPARATION OF :'50' BETWEEN WELL r NO WATER AT 124' (EL 101.3) NO WATER AT 134" (EL 106.2) NO WATER AT 134- (EL 106.8) NO WATER AT 142' (EL 111.1) NO WATER AT 76- (EL 115.6) _ --- _-' \ - AND EXISTING LEACHING FACIUI Y. Registered Professional Engineers and Land Surveyors PERC O 61- (EL 112.1) "``--- _ _ -- _ - RATE= <2 MIN/IN - CLASS f SOIL .---- _.= Y- 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 M MNH H0 TYPICAL S Y.►TE M P R C F I LE ' " Phone - (so8) 771-�so2 Fax - (s08) 771-7622 , r 4`,,,%, � TOP s -s ,., o FFE = 128/124.1 NOT TO 8 GALE 6' (H-20) °' - -WhTTLEWJs9�' NOTES: ? ;� �r �:; ` -�-•i 20~ Dw.i -.� 30 0 30 60 ° j W. �, 1. SYSTEM COMPONENTS r J2E DESIGNED FOR VEHICULAR (H20) LOADING. SET 1 61SPEM t� m D GRADE _ awy -,I ill� O WITH WATER TW RISER & CM _ _ .'J N PROPOSED GRADE =121.0/122.0 SET AT LEAST ONE MANHOLE FRAME - 1 : r - ' `9i,,_ 1 ,'.. cawER m wnHMl 6 of FY11SH GRADE CaVEiTO r WASHED Fl GRADE OVER LFJVtIG cw,LBERs 1t9 w ® � D ® ® SCALE IN FEET Rr�Exs cauERs SHALL BE wATFRTx;�Tr 6' OF FINISH GRADE _ _ / •00 3 • .1® ® ® ® ® ® ® '- W) SCALE: 1 30 �, a N .r�N.1GY GRADE OVER[TAW = 123.0 RISERS di GONERS 6 SHALL BE iyATERi1GHT TOP OF COHT. � `®.': ®"`® ' �:• �:"� N `� 3 MAIN HOUSE FINISHED GRADE OVER D BOX = 119.75' 9' < Cover CHAMBER EL 116.0 c��/ N 4• SCH 40 PVC TOP OF PEA 36' (oax) Cover pW .:; ' '° INv Wn Lr 40' s=1.1x MN. WOKE, Ei=116.0 1.0' c ommm MANUFACTURER 5. tm 2/8/7 VARIANCE NOTE N = 119.13' • • ..• ,. LFJ4CFNWG L IAMLBEItS RECOMMENI MON WATERnoHT MANHOLE FRAME AND RST 2 TO BE • Y'i.,aj✓.0 -.1. 7..ar{r.. - W�LR TV V.V�IG /fV\.BIE.:t 32 LF.r4• SCH �L! PVT: o s-�.16x0 LavtO. THEN 1.7vc w .l :. - _ YWOLG 04/7/0 6 rrw�. 5 PRECAST CHAMBERS 4 jch 1/26/7 OWNERSHIP REFERENCE DATE: 6 • 4 PVC j-~:�`= =•..rr• 'r�'r WASHED STONE - . • • , 3. tm 2/29/ REVISE WELL AND TANK LOCATION 4 SCH. 40 PVC . o WV IN�118.6 - NV OtrT=118.36 LONGEST DtST. :r �• ."••• \7 �.D•. CN GUEST HOUSE ;�• PNC , .� N EFFECTIVE O O C� C7 . 2 4' St1Fl �0 PNC ': 2. uNE=49 lF DEPTH : . , o o Y PEASTnt� [:8.5' 4.8, 5 " ' 12' 2. 1 '5/6 NOTES RE ABUTTING WELLS SAS L= t4' S■3.0 GAs eAFF1E wv IN=116.08 ' __ -.*. ..,, I rire . 1. SP � � - 1J� 5 MIN •iC' HORIZON (SEE NOTE 5� LEL 113.08 EFFECTIVE Y4 `��,"Ay:�. .:?,;;r � _ � �e �:: ��•�.�', f,. .3.8 '.�' r. UB O E. . 2,0'' DOUBLE �„ _; �'�; j ` �� ` 1;uL' ; } /' m �*` LE STF N SEPTIC TANK LOCATION _ .� STONE BASE % i^ ::•• -r ..• MLASHED STONE Tdo Groundwater O Elev. 108.08 DEPTH ` z K7 - ___ ___ • j •.' e..r"•' :: W. w - ttaoe 3.6' 4.8' 3.6' N0. BY DATE REMARKS • M I S K M DRAWING NUMBER ,:. _•. :.•..:;.r,. ;. •r: BASE 12• 0.5 0STOW 0 1,500 GALLON ONE-COMPARTMENT SEPTIC TANK H2O) DISTRIBUTION BOX (H20) CONCRETE LEACHING CHAMBER SYSTEM PLAN OF SOIL AB ORBTION SYSTEM WITH o �� � 6xtu � � I1.__eL�L.(� �� oe-s � � AIDE 50o GALLON � (H� � Ea�L CONCRETE LEACHING CHAMBER SYSTEM DETA�iL 0: 2005 05-028 CIVIL PLO 2005-028SP2.dw I11 , To BE NSTAM ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL (H Ho �IE c) 500 GALLON PR CAN TSCALE HING CHAMBERS 2005-028 o SEPTIC TANK TO BE INSPECTED dt CLEANED ANNUALLY 5 OUiLEPS REQUIRED 0 N j O _ , ._-.n,, w $ _- _ __- _.._-:. -___n:. _---...-___---. -_ ,--,._ ------- ----�-._ ,.��,-m-�-. . t...:".._- t -. ..,..,.r...._..._._-.- ..:..,,.,.,,,,,.,,, ,.. _ -__ ... I i 30'-(Y" 2-4' N N NOTES: �.., C) I I 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS c & DIMENSIONS IN THE FIELD w N Lo �.A ►.--� � w,00 2. CONTRACTOR Q A) g ) TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, � w � o � A A4 DETAILS, & FINISHES IN THE FIELD WITH OWNER ►? c B a s"Dlr: COLUMNS 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT O � a f;�f. , f , ; , f , FIRST FLOOR TO .BE 6-11 ABOVE SUBFLOOR i� j b 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS f • I DW I i°rl o DI UP 4,a, STATE BUILDING CODE ABOVE BARSINK PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE rSKYLGH IT COUNTER p I ABOVE I REF VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES Efl rb 3'o°xs's" N ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS i I . F I HALL 6 ) TO BE 3000 PSI ABOVE f La _ I " to � a D (VERIFY KITCHEN v :.. - , LAYOUT W/OWNER) fD 2'_O� s --E D — — — N CLOS. CLOS. ' r 26"x68" ul N c! b ' A INSTALL DRAT r �7 GAS LIVING PAN&FLOW STA �='J io s , ALARM W/D ' c� cv 1D F.P. (VAULTED CEILING) 3'0"x 68" I b �' •• FOLDING I S BEDROOM to ABOVE X zo b N V 4L ABOVE -ri `•" ABOVE HT� E Q�T� a Cl C}- f y o r{ L_ e . _ 1 x 6 RAKE BOARDS to TUB/SHIOWER in //---- W/1 x 3 DRIP BOARD ' 12 {` ` � 3t ANDERSEN ANDERSEN FWG 60611 R FWG 60611 L CORRECTDE K TOP OF PLATE CORRECTDECI B GRAY GRAY _ PLATFORM 12 PLATFORM10 A4 A_ o A4 r to — TYP. 1 x B"FLYING RAKE' BOARDS W/1 x 3 DRIP& ll 30'-0 1 x 4 SUB-RAKE SECOND FLOOR l SUBFLOOR _ 6KZ5T ��� L 0 0 Fl"Z PLAN , TOP OF PLATE FIRST FLOOR = 780 S.F. G SMOKE DETECTOR KOMAB ZEK 1 x 5/1 x 6 SECOND FLOOR = 359 S.F. R W- (�� CARBON MONOXIDE DETECTOR 8° DIA. COLUMNS r N JELD-WEN AURALAST DOOR Wilp' ' DONWSCHEDULEbo to DF-66215662 TYPICAL 1/2"x 5'RED ►'-1 v 1 ' i TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS - CEDAR CLAPBOARD SIDING 4 TO THE WEATHER SCALE A ANDERSEN TW UBFLOOR 2446 2'-6 1/8" x 4'-9 1/4" DOUBLEHUNG FIRST FLOOR AT FRONT ONLY 1 S 11 B it 11A 21 2'-0 5/8" x 2'-0 5/8" AWNING 1/4 = 1 -0 C C 235_ 4'-0 1/2" x 3'-5 3/8" CASEMENT D " ifTW 21052 3'-0 1/8" DATE : X 5'-5 1/4" DOUBLEHUNG AUTHENTIC SHUTTERS BY 1 x 4 TRIM W/SILL,PEDIMENT, 5/12/2006 WINDOWS ONLY E " if ATLANTIC,21015 3'-0 1/8" x V-7 7/8" D.H. TRANSOM ATLANTIC, LOUVERED W/ &SHUTTERS AT STREET SIDE THE DESIGNER SHALL BE NOTIFIED IF ANY . HARDWARE/HINGES ERRORS OR OMISSIONS ARE FOUND ON F VELUX VS 306 2'-6 1/2" X 3'-1 O 1I2" SKYLIGHT (VENTING) THESE DRAWINGS PRIOR TO START OF GCONSTRUCTION.THE BUILDING CONTRACTOR ANDERSEN AR 41 4'-0 1/2" X V-5 1/2" AWNING FRU00" I"N" T WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. ON H " ° AFFW 504 4'-11 3/4" x 4'-7 13/16" ARCH COMMENCES WITHOUT NOTIFYING THE ELEVAT101\11 TW 2442 2'-6 1/8" x 4'-5 1/4" DOUBLEHUNG THESE DESIGN OMISSIONS.ER OF ANY ERRORS OR DRAWINGS SOLELY ---- OF THE OWNER NOTED,ANY OTHER USE OF NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITHOWNER AND ROUGH OPENINGS THESE DRAWINGS REQUIRES THE WRITTEN CONSENT of THE DESIGNER.THESE DRAWINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS REVISED: 6/26/2006 ARE PROTECTED UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. —'�+ 1 1� 1314" 13'4' 3'-U' ~ O (SHED DORMER) 2'-1d' 3'-10 w 'j E --1LD � � Q N00 W o Lo ul co l z DN `' S � M C � i b L - -_J § b r !%2 z LOFT — — a (VAULTED CEILING) r ' r LIVING b N BELOW k4x4POSTW/ 1 x 5/1 x 6 CASING b % - e- N r- / V 1 J J J W B A4 12 1 x 8 RAKE BOARDS A� W/1 x 3 DRIP BOARD 3'-10" 2'-1d' 2'-1d' 3'-1d' 31: TOP OF PLATE 13'-0" 13'-4" - (SHED DORMER) 12 30'_d' _ -- 10 FLU" OR COMA R OAR 1 x 511 x 6 t- 00 CORNERBOARDS �L ,oEuA" u'o" ND TYP.1 x 8"FLYING RAKE" � BOARDS W/1 x 3 DRIP& 1 x 4 SUB-RAKE SECOND FLOOR SUBFLOOR TOP OF PLATE (J,( W.C.SHINGLE SIDING 5"+-TO WEATHER SCALE : 1/4" = 1'-0„ FIRST FLOOR DATE : SUBFLOOR_ 5/12/2006 I DRAWING NO. REAR CONT. RIDGE VENT Q Q —"TYPICAL ASPHALT ROOF C\l O N SHINGLES,30 YEAR IKO OR GAF 0' � ��ARCHITECTURAL GRADE (VERIFY COLOR IN FIELD) CO --------.— W ,�� , TOP OF PLATE �w CI1 W l CV,..� ►-� W�•CO o� U � � aw � co co �A' Lj I IE SECOND FLOOR LJ SUBFLOOR TOP OF PLATE _. 12 7 , 8"TYP, IE ZO to --8"DIA.COLUMNS m FIRST FLOOR SUBFLOOR ifLEFT SIDE ELEVATION TOP OF PLATE 1 x 8 FASCIA& FRIEZE BOARDS r 1 ' j SECOND FLOOR �1 SUBFLOOR TOP OF PLATE 8"T'YP. �J 1 1 in J'Ty I T— ❑ Q . KOMA OR AZEK 1 x 5/1 x 6 �1 CORNERBOARDSzo to a W.C.SHINGLE SIDING 5" TO WEATHER SCALE : FIRST FLOOR 1 u n _ II SUBFLOOR 1/4 — 1 --0 DATE : 5/12/2006 R I G H T IS I D E E LEVAT 1000" N DRAWING NO. A - t►om� 0) . T YR ROOF CONSTi 2 x 10 CEILING JOISTS 16"o.c. 1.2 x 10 RAFTERS @ 1G'o.c. � @ I —' 2.1/2 CDX PLYWOOD SHEATHING � O p �] 3.ASPHALT ROOF SHINGLES(HIGH WIND) L 4. 15 4 FELT PAPER . I BILCC 'C' I 5. 12"(R=38)BATT.INSULATION@FLATCEILINGS R; BULKHEAD 6.8"(R=30) HIGH DENS,INSULATION SLOPED CEILINGS I I 7. MULTI LVL RIDGEBEAM TYP.B"CONC, 8.SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS U�1 Lz1 N A I I FOUND.WALLS 9.ICE/WATER SHIELD AT BOTTOM 3`P OF ROOF W,d0 10. PROP-A-VENTS AT EACH RAFTER BAY 12 p,, CO O _.. I I < TYP.B'r x 1 B" � ' 10� 1 � � W � O ► A4 I I 'A4 BASEMENT CONC,FOOTINGS WINDOW � � p4 � / ,�- (— — TOP OF PLATE i -UP (YR - I � WALL - BASEMENT I I 2-1 3/4"x 9 1/L'LVL NO, WALL— z4 _ WINDOW I J t, I .: I I CONST. CONC. b SLAB I I M J I I — J i LIVING ' I m I -' I P.T.2 x Vs(616"o.c. I ®O .. I - — — — M 2'-a�I , I N N I 2-P.T_2 x 8's �'% ___ :•7 6 5'-8 8'S' 8'-4" I % I 8"CONC. SU FLOORO� Wf LL oI � IITHUM 9 1/2" ENGINEERED FLOOR JOISTS @ 15'o.c. TD to I / N in a x ( i ICI N vz N N F: I— I FULL L.. - — -�--I — — ( 10"DIA.CONC. BASEMENT TYP, L_ L L TYP. I SONOTUBES TO PKI f BEAN ( I z� 4'0" BELOW GRADE I ; DULL I TOP OF SLAB TYPICAL 3 1/2"DIA. I ;% I • • `' l . I STEEL LALLY COLUMN BASEMENT BASEMENTI I I I I L_ _J iv I 4 CONC.SLAB 10 LEDGER O P.T.2 x LE ER BOARD BOLTED O C _ L T WINDOW TYPICAL AL30 x30"x12' ( ) COtJCRETE FOOTING S6'LoDcB TAG ERED 3USE PLASTI BOLTS C SPACERS ,q SECTION LIVING ROOM i f I I I JOIST HANGERS ON BOTH ENDS OF JOISTS I rj� I 1/2"ENGINEERED FLOOR JOISTS aQ 16'o.C. CON7i, RIDGE VENT VENT %; I ICI ' '� I TYR ROOF CONST. � --� — — — _ - - , 13 %Z x>0 CEILING JOISTS I T.2 x 6's @ 16"o.c. P.T.2 x 6's 16"o.c. / / \ \ TOP OF PLATE \ / TYP.10"DIA. SONOTUBES �' •, TO d 0 BELO V GRADE CONT.ALUMI NUM / j \ C \ SOFFIT VENTS 2-P.T.2 x 8's �� B 2-P.T.2 X 8's / // LOFT �\ � A4 'TYP, WALL CONST. o i.2 x 4 STUDS 2'-4" T-0 11'-4" T,0 2'-4" // \ 2 1/2"PLYWOOD.HEAT�IING �o 3.3- 1/2"(R=13)GATT.INSULATION ^ m 30'-0 5,W.CGSHINGLIE SIDING / \ 6.TYVEK`VAPOR BARRIER FOUNDAT1011\11 LA ° SECOND FLOOR $UBFLOOR -- 9 1/2"ENGINEERED FLOOR JOISTS Q 11i'o,c. TOP OF PLATE APPLY CAULK OR �TYP. 1/2"GYP.BOARD MULTI Lv1_ TAPE AT ALL SHEATHING ON 1 x 3 STRAPPING BEAM SEAMS AND THE TYVEK @ r� VAPOR'BARRIER z �./) - BATH HALL STAIR P.T.2 x 10 LEDGER BOARD BOLTED TO co APPLY IVEWHECAULK R SOLID BLOCKING W/3/4"S.S.LAG BOLTS. c� l APPLY CAULK OR I ;� ADHESIVE WHERE 16"o.0,STAGGERED,USE PLASTIC SPACERS ADHESIVE WHERE i INDICATED TYP. 314"T&G JOIST HANGERS ON BOTH ENDS OF JOISTS Ir—� INDICATED PLYWOOD SUBFLOOR, i I u GLUED&NAILED FIRST8UBF FLOOR SCALE : SILL SEALER UNDER + x s " '_ OHM 9 1/2 ENGINEERED FLOORJOISTS 1G o.c. P.T.2x B's @ 1Wo.c. P.T.2 x 6 SILL WITH 4, � _ ;Y,._ @ 4 CAULKING -� TYP.9"(R=30)BATT. MULTI LVLGI'FRT INSULATION DATE_: P.T.2 x 6 SILL W/SEALER TYPICAL 3 t&DIA b TYP: 1/2"DIA.ANCHOR STEEL LALLY(COLUMN 10"CJIA.CONE. 5/12/2006 BOLTS @ 46' o.c. SONOTUBES TO � - F U LL 4'0"6ELOW GRADE DRAFTING NO. : DETAIL A'T' I-I RST FLOOR BASEMENT •--=TYP.8"CONC. SCALE: "I I2�� a r-On ('�'! (� 4"CONC.SLAB FOUND.WALL � dJTI�,AN LIVING ROOM TOP OFSLAB F----TYPICAL 30"x 30"x 12' TYP.8"x 18" L------i COINCRETE FOOTING CONC. FOOTINGS W/2 is 6 KEY z c O) Q, N C\l fD 13'-4" 3'8" 93 (SHED DORMER) >n U) w N r-� W r. o A B q g ►� w o A4 A4 A4 A4 ® � Lo r----i Fo M 2.2 x 8's i I - . 9 11Z' ENGINEERED FLOOR JOISTS 16"o.c, - — 2 x 10 RIDGE b Lo O I 2-2 x 8's 16 oAFTERS —'POST UPIDOWN o MULTI LVL RIDGEBEAM $ .. _ MULTI LVL BEAM(FLUSH) 1 dlL _ — _ b c D] ofl Af— co I L _ _ J _ A4 A A4 - A4 q (SHED DORMER) VA4 30'•d' I FLOOR FRAMI 'NIGPLAIN] ROOFPLANI - C14 - NOTE: NOTES: 1. VERIFY ALL FRAMING DETAILS W1 ENGINEERED 1.) ALL ROOF RAFTERS TO BE 2 x 10's JOIST"SUPPLIER PRIOR TO START OF CONSTRUCTION UNLESS OTHERWISE NOTED 2. USE SIMPSON JOIST MANGERS ON ALL JOISTS 3. FOLLOW ENGINEERED JOIST MANUFACTURERS � � 2.) USE.SIMPSON H 2.5 HURRICANE CLIPS � AT ALL RAFTERS ENDS FASTENING REQUIREMENTS 3.) VERIFY GUTTER TYPE/LAYOUT � WI OWNERS SCALE : 1/4" 1,_0„ DATE : 5/12/2006 DRAWING NO. : I • 35-0 24'-0" '�N U) Q O O B A5 ! m E-s w o o DECK H rrrrrrA - - - � ,1� 7-6" D i WH 06E)sASR C A5 ANDERSEN H .._J L SIN _......� P DR. E FWG 60611 L I MAR I O � GAS ROOM a F-- F.P. KITCHEN �• (VERIFY SIZE& (VERIFY KITCHEN I F INCLUDE MANTEL) LAYOUT WI OWNER) 2'6"X GB" CONC. I PKT.DDOR � APRON COOKTOP L DRY D OVjNS ,, MASTER LIVING o O ROOM O o R � J W Q BEDROOM ISLAND I I $ °' ' O �A 7'-T' 4'-10" 3.6" S=S' 7'-7" ' too to HALL x to r < x - - - F DN. S N �_._i Co .;y t .. .. __ BENCHwr GARAGECD ��$OFJEAQEIINS� HOOK/CUBBIEs N2 "` cn ,I� 4"CONC.SLAB o ...,. .._. ——— - PITCH Z'TO O.H.b00R5) .v t3"DlA.COLUMNS LINE OF S.F. cy m I 3H0 R I 1'-4" ABOVE BUILT-IN CABINET ` s( OPEN TO o I DINING ABOVEa GASMASTER F.P. ROOM SIZE&BATH CENTER ON ROOM 1 .S.,.T...U. DY N.I.C. .. x F ' W - W/MANTEL) I § I ti 1.4 ! � - � I AcuZZI o - o h s HALL UP TUB LINEN v A A CAB. 11 (jsb 11 C BUILT-IN �? E CABINET x( � 1 j 'v A5 l A N :4 A5 s.L. s.L. y g g t3 B -a, 614t 71-01 311 79" I? COVERE D He PORCH jS (MASONRY) \—IU'DIA.COLUMNS o e B A5 T-2 38 7 2 3/8', 7 -2 30 7.2 318" 7-2 36„ 24!-Cr Q FIRST FLOOR PLAN FIRST.FLOOR - 1512 S.F. SECOND FLOOR = 1302 S.F. = 576 S.F. GARAGE SMOKE DETECTOR Q CARBON MONOXIDE DETECTOR � I NOTES. 1.) CONTRACTOR 1 S T0 VERIFY ALL EXISTING CONDITIONS WINDOW SCHEDULE . . . & DIMENSIONS IN THE FIELD z - C5, TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS �_,�•.tt �p 2.) .CONTRACTOR, TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, A ANDERSEN TW 2446 2'-6 1/V" x 4'-9 1/4" DOUBLEHUNG DETAILS,"& FINISHES IN THE FIELD WITH OWNER B 11 it TW 2452 2 6 1/l8 x 5 5 1/4 DOUBLEHUNG 3. ROUGH OPENING HEAD HEIGHT OF WINDOWS AT C TW 24310 2'-6 118' x 4-1 1/4 DOUBLEHUNG FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR D C 335 6 0 318 x 3 5 3/8.11 CASEMENT 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS - 4.1 15/16 x 5-5 114 DOUBLEHUNG NARROW MULLION STATE BUILDING CODE E TW 2452 2 1 _ - SCALE t. `` :. �► AWNING ALL STRUCTURAL DETAILS TO BE DETERMINED BY A LICENSED STRUCTURAL F AW 251 2 4 ,7/8 x 2 4 7/8 5.) G * Al2442 2_6 1/8x 4-5 1/4 �, t DOUBLEHUNG ENGINEER. ANY ON SITE STRUCTURAL CHANGES AFTER CONSTRUCTION » $ ,$ H TW2438 2'-6 1I81 x 3'-9 1/4" DOUBLEHUNG COM MENCES TO BE VERIFIED BY SAID ENGINEER. 1 �q- 1 -�-n J 6.) PRO VIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE t1 A 21 2 0 5/8 x 2 0 5/8s AWNING . „ � ,� CAL CODES DATE - " ,� 3-0 1/2 x 2-0 5/8 AWNING K A 31 VIA UNDERGROUND CONNECTIONS 70 COMPLY W/AL K 2'-6 1l2"x 3'-2 1/2" SKYLIGHT (VENTING) 7.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS I J 2.3 2 0 6 VELUX VS 304 TO BE 3000 PSI / / K ANDERSEN TW 2442-2 4'-11 15/16 x 4-5 IMP DOUBLEHUNG NARROW MULLION 8.) ALL WINDOWS & FRENCHWOOD DOORS TO BE ANDERSEN 400.5ERIES „ THE DESIGNER SHALL BE NOTIFIED IF ANY NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WHITE W/ SCREENS & HARDWARE. LOW E HP GLASS W17/8 GRILLES, DWG, NO. OF WINDOWS PERMANENT EXTERIOR/REMOVABLE INTERIOR (VERIFY ALL DETAILS ERRORS OMISSIONS TO FOUND f WITH WINDOW MANUFACTURER PRIOR TO ORDERING ' W/ OWNER PRIOR TO OREDERING OF WINDOWS/DOORS CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION .40 COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE - OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE (za.x or m vi ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 19M. - 4 I i i N CV WOOD FLUE CHASE CONT.RIDGEVENT w O t.0 C) W rM TYP.1 x 8"FLYING RAKE` BOARDS WI 1 x 3 DRIP& 1 x 4 SUB-RAKE I-Dw O 1 C 12 � �� O 12 i -'*—TYPICAL ASPHALT i ROOF SHINGLES'-- I TOP OF PLATE rvl Effl r i SECOND FLOOR 1 x 8 FASCIA& SUBFLOOR FRIEZE BOARDS TOP OF PLATE ' AZEK OR KOMA 1 x 5/1 x 6 [Ed ® ® ; CORNERBOARDS IILLL 'ado z: f 01 % I TYPICAL 112'x W REDElul - — I d — - CEDAR CLAPBOARD SIDING FIRST FLOOR 4"TO THE WEATHER SUBFLOOR NV AT FRONT ONLY AUTHENTIC SHUTTERS BY 1 x 4 TRIM W/SILL,PEDIMENT. STONE FACING ON 10"DIA.COLUMNS ATLANTIC,LOUVERED W/ &SHUTTERS AT FIRST FLOOR FRONT OF PORCH HARDWAREIHINGES STREET SIDE WINDOWS ONLY t 18'-0" 361-0" 241-91 (SHED DORMER) W 11.41 13'-T' 45' S'-T' 11'-0" 6'-5' A A5 M C C A5 A5 i z BEDROOM #2 . BATH 2,0„X818.1 i 3'x 4' I b I 'O O .- ( o _ 2'0"X g'a" I 1-1 2'148 9=7' I !;- �0 ABOVE HT ACCESS SKYLIGHTBO b to P EL ik-4 SC� Q S PULL-DOWN STAIR � �? � G § I I HALL CsO x 6,5, � 4'-0" 31.01 L DN. CLOS. to tv cv G UNFINISHED x x 20 c�OS,I GAMEROOIM STORAGE d N © I 0 2'6"x 9 9 ' BEDROOM #1 2�"X6'g" t r !'-10 2 2" ACCESS ( I ACCESS PANEL PANEL �. 0 �� I _ BEDROOM #3 r. .- nn � N K K W HALL BELOW W N N H H H G G G G 2,-10 2,-•T, Z'-9" 3'-11" 3'-11" 2'-9 2'-7" 2'-10" 2'-T' 3,.e1" 3,-q, 3.4" PORCH ROOF BELOW zo , 3'-4" (GABLE DORMER) (SHED DORMER) (GABLE DORMER) (SHED DORMER)) SCALE 1 /413 _ i $_off e . A5 - DATE 5/23/2006 DWG. NO. SECOND FLOOR PLAN . . W p � � CONT.RIDGEVENT75 c ..'d'' cyJ n E-+ .,o 0 0 CD TYPICAL ASPHALT ROOF SHINGLES- --�' BOTTOM OF CEILING JOISTS 1 x 8 FASCIA& FRIEZE BOARDS SECOND FLOOR 8 BFLOOR TOP OF PLATE AZEK OR KOMA 1 x 5l1 x 6 � CORNERBOARDS � W.C.SHINGLE SIDING ❑ ❑ I S" TO WEATHER i i FIRST FLOOR SUBFLOOR Mt. TOP OF SLAB 17 \-P.T.SxGPOSTSW/lx7/1 x 8 CASING.USE CAPS&BASIES V 1 CRICKET WOOD FLUE CHASE 12 12 12 12 c 12 TYP.1 x 8"FLYING RAKE" BOARDS W/1 x 3 DRIP& 12 v 12 1 x 4 SUB-RAKE W 5� TOP OF PLATE TOP OF PLATE / 1 x 4 TRIM W/SILL,PEDIMENT, &SHUTTERS AT STREET/DRIVEWAY � 12 WINDOWS ONLY12 W SECOND FLOOR ""-7 8 6� SECOND FLOOR z 8 BFLOOR SUB„ FLOOR_ TOP OF PLATE TOP OF PLATE 11 E:IEIE:l E:]E:]E:l SCALE❑ . C� {° 1Q"DIA.COLUMNS ❑00� El 1 4" FIRST FLOOR FIRST FLOOR DATESUBFLOOR 8UBFLOOR_ l%L ooao aa�o 5/23/2006 STONE FACING ON FRONT OF PORCH RETAINING WALL °D FINISHED GRADE VARIES (VERIFY IN FIELD) (VERIFY IN FIELD) TOP OF SLAB TOP OF SLAB _ 0 Cl� OHO . d" 18-0 36.0' 24-U 00 G4 cWN� 8=C' V-o" O10 A PATIO B P.T.6 x 6'a POSTS W/1 x 7/1 x 8 CASING (VERIFY SIZE/MATERIAL ON 12"DIA.SONOTUSES TO 4C'BELOW A5 IN THE FIELD) A5 CAPS TO FASTSE EN POSTS TO BASE FRAME Js P.T.3-2x 17s w b ° ; t P.T.2 x 10 LEDGER BOARD LAG BOLTED TO r X P.T.2 x 10 s 16"c.c. SOLID BLOCKING W. /(2)LEDGERLOK BOLTS x N 1f;'o,c.W/JOISTS HANGERS AT BOTH ENDS N � 1� 0- N 11'-5' 11'-9" 4'-3" =C' 2'-9' 3'-s' 17''-g' I? TYP.8"CONC.FOUND.WALLS r W/2#S BARS AT TOP OF WALL ANDERSEN FWG 1206&4 q C r IIIIIlI1IIIIIIiII ��•.�a'1t:'•:• IIIiI'IIIIINIIriA _____ __ � _.: -- .. _ — _"" Ir,_ II I's .t:•.w • y .Ss3T.N EcE• .L�AI•BL).�t � 's Lw•• :• t tsI �'••• 4-I Q" j�W__i_-_.•.• .-'-•_ X . _ t. 2'8"x . � - O ••I1IILI �•:1.'f,�.;�,.:;yw;,j.,:•:'`',`. ., ,...E...: _''• c, _:�._.' ----•._. T._Y.P _8"x_18" CONC.FOOT 4I N--GSANDERSEN I DOUBLE EVERY OTHER JOIST OP TOP OF FOUND. ---_�'� III�IIIIIII•II .II.IIIIII •;; IIIIIIIIIIII C ONC. DUNERISAD BATH AT DOOR SLAB lo BASEMENT 9 1/2 NGIN ERED FLOOR JOISTSQ16'o.c.WINDOW HO Ix 68 DROP TOP OF FOUND. BA AT O.H.DOOR PKT. GARAGE (4P0STEEL BEAM ITCH T O.O.H.DOORS) TYP PKL EL BM STEEL BEM#1 it TYPICAL 4"DA STRUCTURAL STEEL COLUMNS 4sx4 "X1s' CONCRrEFOOTI G UTILITY BASEMENT FULLWINDOW BASEMENT (4 Go -moo •: w All ? ? b ILI N - � i I l' i . {�+/fJ• 16 riloa W `,4'CONC. . I i I SLAB I I I I I-•- Eo? (D _ __ ---_- - - - --- - - -...... ._._ ._.. ..... .... .._ _ _ _ _ -- ..... ..... ....._ ...... _ ,.... .—J� 1 Q CONC.WALL WIDER CONC.FOOTING =d' '-d� TO SUPPORT STONE A5 FACING AT PORCH W W 18'-0" 36=0' 24'-d' n - . FOUNDATION PLAN � w NOTE: 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION 2. USE SIMPSON JOIST HANGERS ON ALL JOISTS �.. 3. FOLLOW ENGINEERED JOIST MANUFACTURERS T�1 FASTENING REQUIREMENTS V 1 4.VERIFY ALL FRAMING DETAILS&SIZES W/STRUCTURAL ENGINEER PRIOR TO ORDERING MATERIAL SCALE 11 /4 1 p ll DATE 5 23 2006 DWG. No. an mv. Z . C� N N CONT.RIDGE VENIT TYP.1-. ROOF CONST. -2 x 10 ROOF RAFTERS @ 16"o.c. 12 -12'COX PLYWOOD ROOF SHEATHING 12 \ -ASPHALT ROOF SHINGLES M \ -15LB.FELT PAPER U) w N I TYP. ROOF CONST. -8" SLI-ROPED GATT INSULATION Woo C) (' SLOPED INSULATION CEILINGS(Ra30) w p -9'BATT INSULATION �. Z - (�FLAT CEILINGS(R�0) 12 / M 2 x 6's 16'�a. l 0 2 x 12 RIDGE BOARD 41 / / \;\ 12 -SIMPSON H 2.5 HURRICANE CLIPS O x II AT ALL RAFTER ENDS s 12 / —�6t -ICE/WATER SHIELD AT BOTTOM ^ a / / \ \ 30 OF ROOF 12� / / \ \ -PROP-A VENT BETWEEN RAFTERS -5> 2x 10 CEILING JOISTS(�16"o.c. _ CEILING JOISTS 886 �' 2x 10 CEILING JOISTS 1 .c. I TOP OF PLATE / 112"GYP.BOARD \ \_CONT.ALUM. // ON 1 x 3 STRAPPING \ SOFFIT VENT / / / @ 16"a.o.UNFINISHED TYP.WALL CONST. I � � / � \ 1.2x4STUDs@16`'a.a. � I STORAGE / ,/ BEDROOM #1 BEDROOM #Z 2.1/2"PLYWOOD SHEATHING 3.3 1/2"(R-13)BATT.INSULATION . / u \ \ 4.1/2'GYPSUM BOARD TYP.314 T&G PLYWOOD 5.W.C.SHINGLE SIDING SECOND FLOOR SUBFLOOR-GLUED&NAILED \ ` S.TYVEK VAPOR BARRIER SECOND FLOOR SUBFLOOR SUBFLOOR 9 11Z ENGINEERED JOISTS @ 10 c.c. TOP OF PLATE r .. @ 9 1/2'ENGINEERED JOISTS 16"'o.c. MULTI LVL BEAM TOP OF PLATE MULTI LVL BEAM BEAD BOARD \—I/Z'GYP.BOARD ON 1 x$STRAPPING TYP. 10"DIA 16"O.C. I COLUMNS MASTER WALL DINING LIVING BEDROOM CONST, COVERED ROOM ROOM W.I.C. PORCH i FIRST FLOOR 4"CONC.SLAB W/MASONRY TYP.314"T&G PLYWOOD PATIO ON COMPACTED FILL SUBFLOOR-GLUED&NAILED FIRST FLOOR Li I -SUBFLOOR SUBFLOOR 9 10 ENGINEERED JOISTS @ 1G'o.c. P.T.2 x 10's @ 1G'o.o. 3-P.T.2 x 12e W/ 9 1/2'ENGINEERED JOISTS @ 16"O.C. STEEL BEAM#'1(TO BE SIZED 1 x 12 FASCIA STEEL BEAM 42(TO BE SIZED BY STRUCTURAL ENGINEER) SIMPSON BC-6 9"BAT1: BY STRUCTUF AL ENGINEER) SIMPSON BC-6 POST CAP& INSULATION(R-30) POST CAP& JOISTS HANGERS JOISTS HANGERS TYP.WALL CONST. TYP.6x6P,T.POSTW/ 41 TYP.6x6P.T.POST W/ 1711 x 8 CASING 17/1 x 8 CASING tQ FULL 2:1/2 PLYWOODSHEAT'HING �° FULL BASEMENT 3!.W.C.SHINGLE SIDING BASEMENT 4.TYVEKVAPOR BARRIER SIMPSON ABU 6S SIMPSON ABU 66 ^ 8 CONC.WAL.W/8"x 1!I' , POST BASE CONC.FOOTING TO 4V' 4"CONC.SLAB POST BASE TOP OF SLAB BELOW GRADE N1 TOP OF SLAB x'RIGID INSULATION �? 2'RIGID INSULATION (R-10) 4 (R-10) 12'DIA.SONOTUBE8 _._ B BUILDING SECTION DINING/LIVING ROOM ' V1 TO 4'-0"BELOW GRADE 7O 4 I�BEL W GRAD z A BUILDING SECTION WA .C./MASTER BEDROOM T , ee � W APPLY CAULK OR TAPE AT ALL SHEATHING SEAMS AND THE TYVEK VAPOR BARRIER r-T- TYP. ROOF CONST. �j , 12 APPLY CAULK OR APPLY CAULK OR ADHESIVE WHERE ADHESIVE WHERE INDICATED ., INDICATED x 8's @ 10,o.a. CEILING JOISTS / SILL SEALER UNDER � !•-'''�"I P.T.2x 6 SILLWITH ASPHALT ROOF SHINGLES CAULKING T 1 112"CDX PLYWOOD SHEATHING 2 x 10 RAFTERS ♦ 15O FELT PAPER ~j / SIMPSON H 2.5 HURRICANE CLIPS Ar / ;' ♦ 3'0"WIDE 10EIWATER SHIELD —{ °a$12 .. GAME ROOM ALUMINUM DRIP EDGE DETAIL AT FIRST FLOOR.1 X 8 FASCIA BOARDr� SECOND FLOOR V 1 SUBFLOOR SCALE: 1l2" - 1-0" 1 x 4 SOFFIT BOARD 14"ENGINEERED JOISTS OR 2x 12s @ 16"oc. TOP OF PLATE - I 1 x CONT.VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD T TYP.2 x 4 WALLS 1 3/4"CROWN G/WI 1 x 6 OR 1 x 8 FRIEZE BOARD 9"BATT.INSULATION(R-20) ON x 3 STRAPPING GYP.BD. ! o.c IN GARAGE PING @ 1G' TYP. WALL CONST. .2x 6 STUDS @ 16'c.o. SIMPSON H 2.6 HURRICANE ✓ �--) '!"� -1/2"PLYWOOD SHEATHING -+ -W.C.SHINGLE SIDING q SAVE DETAIL G 1 CLIPS ATOLL RAFTERS GARAGE -TYVEK HOUSE WRAP ao SCALE: 1/2" = l-U' APPLYCAULK ADHESIVE WHERE RRE SCALE INDICATED TYP. DIA ANCHOR FIRST FLOOR APPLY CAULK OR SUSFLOQR /4 BOLTS C 48I o.c. (4"CONC.SLAB � . . ADHESIVE WHERE SLOPE 2'TOWARDS TOP OF FOUND. INDICATED _ DOOR) APPLY CAULK OR DATE 8"CONC. ADHESIVE WHERE FOUND.WALLS INDICATED W/2-#s BARS -- 5/23/2006 �, � AT TOP OF WALL WxIWCONC. DETAIL AT SECOND FLOOR DWG. No. SECTION GA0AGE w/2x6K� ' SCALE: 1l2" = 1'-0" A5 o �g�-p� 36'•0" 41-0 24'-0' CD :: Q Wco Q A A5 A5 U� � W lit W C\2 Hwa § o c� b iv J I L, I I cco ' 1 All 11 9 1/2"ENGINEERED FLOOR JOISTS(d�16"o.c. !XllL 94"ENOINEERED FLOOR JOISTS(c�1G'o.o. m N _ .. MULTI LVL BEMM MULTI VE m L/ L BE4M U i _711 . w l o � I I � c I� A5 o o � 0 0 0 0 � w w . A5 ,Ig,-0„ 36'•0" 241-01 V 1 W SECONDFLOORFRAMING PLAN NOTE: 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED ., JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS 3. FOLLOW ENGINEERED JOIST MANUFACTURERS FASTENING� REQUIREMENTS 4.VERIFY ALL FRAMING DETAILS&SIZES W1 STRUCTURAL SCALE ENGINEER PRIOR TO ORDERING MATERIAL 1 /4 DATE 5/23/2006 Jog NO . PACH . DWG. N0. W 0 `� � _ p � G4 W N� H Woo 2414r (SHED DORMER) q A5 C A5 A5 IA 0 _ 2 x 42 RIDGE BOARQ - E� 2 x 12 RIDGE BOARD - _ _ - - - - Ip 2 x 12 RIDGE BOARD - / I g I Qy .. J O� NMI= k-.l x a a ; N ^ rFe z , I� TT I I Lu I I T. A5 2 x 8 RAf�TERS 15'as E[I R - - - - - E MULTI LVLBEAM B A5 W.'r 13'-4" a=o° 3'.4" 7:0" _ (GABLE DORMER) (SHED DORMER) (GABLE DORMER) (SHED DORMER) 0 18l.D, 36:0" 0 ROOF FRAMING PLAN- NOTES: H--I 1.) ALL ROOF RAFTERS TO BE 2 x 10 s UNLESS OTHERWISE NOTED n 2.) USE SIMPSON H 2.5 HURRICANE CLIPS W AT ALL RAFTERS ENDS 3.)VERIFY WI OWNERS GUTTER TYPE/LAYOUT SCALE 1 /4 - --p DATE - 5/23/2006 DWG. NO.