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HomeMy WebLinkAbout0134 BAXTERS NECK ROAD - Health 134 Baxter`Neck'Roa`d a } Marstons Mills n A = 075 017 i i I TOWN M B ABLE LOCATION SEWAGE#�®� VILLAGE . M I + I _ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO: , I 't�r\ '30SEPTICT�CAPPCITY 2�®® LEACHING FACILITY: H b, ( �1 (size) NO.OF BEDROOMS OVVNER7flq0 PERMIT DATE: L D 2-1 COMPLIANCE DATE: to 21 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 or Nousi Ai -a k o No.��7`L'V` �7 Fee A�d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_�_ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes implication for Zisposal *pstrm Construction permit Application for a Permit to Construct X Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot N► M . —w o.1 L o 1 a /1�1 M Owner's Name,Address,and Tel.No. cZj�L Assessor's Map/Parcel Installer's Name,Address,and fel.No. !3 b 8-8 33-4;qC Designer's Name,Address,and Tel.No.s Og—5 y2—-3 9 bA R S Se 'n1.0.G LtA..,LOns -rucAl O `ZO 0r k- oar 02 Type of Building: Dwelling No.of Bedrooms Lot Size T1 2— sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) , ® gpd Design flow provided �_ gpd Plan Date --2R —2 c) Number of sheets 2 Revision Date Title r Q O Size of Septic Tan4)A VN) tkOA`on pe of S.A.S. "Z0 V cm 0,Cl Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and ntenance of the afore cribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment ode and not t ce the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application App,oved by Date Application Disapproved by Date for the following reasons Permit Date Issued ---------------------------------------- ---- ---- - . ,_._�-,...rp,, .-«-,r.,.v,..:-r -�.n-^�nnr+.+rns`„y...a...:..-•r�q,� .,wr.�s�t'�a.�wP+M+".r�..r� a..cfi••+�*,.�-..-...,.,..... - -, ��{Y,;:s+*rn ..t . � t 417 No. �1 l� tiW ,tl� Fee r = a /, ,..THE COMMONWEALTH�OF MASSACHUSETTS Entered in computer: }� PUBLIC-HEALTH DIVISIONI-TOWN Oi:�BARNSTABLE, MASSACHUSETTS Yes application for bisposal 6pstEM"(COnBtrUctiOn j)ErtYYit Z, Application for a Permit to Construct(K) Repair( ) `Upgrade( ) Abandon( ) ❑Complete System p y ❑Individual Components Location Address or Lot No. L o i- b R Owner's Name,Address,and Tel.No. � 13y Cx rs Net K. cl . fh�C1 �• 1 �1dYn0.5 pr oi'll' Assessor's Map/Parcel r� , Y k :p �� 5 ' Installer's Name,Address,and lel.No.'15 v�, -8 3-3-y$qq Designer's Name,Address,and Tel.No.S OS—5 y9 S 4,q ;,j UC_A,'d OI rres 4,JAGC 3 r&.} -z✓�c. . — "a"a p0�0 � ' ores �. !(Y A C>2�� 2p. WOYce� YCour�-' ►mrt (?ZS�� Type of Building: Dwelling No.of Bedrooms 1 Lot Size 112 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ),-Cafeferia( ) Other Fixtures ,✓ Design Flow(min.required) gpd Design flow provided gpd Plan Date 4 2„g "L,n Number of sheets L Revision Date 1 Title 0.Y1 0f Fir-0 _:�>O� �9J�"►�1p T)�C�765m Cj, Size of Septic Tan414J.®l Cep kqn j:gbhype of S.A.S.(�A-2 Description of Soil No,n Nature of Repairs or Alterations(Answer when applicable) 4 Date last inspected: Agreement: The undersigned agrees to ensure the construction an d4 ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment and not toplace the in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by 77 Date for the following reasons i Permit No / ^d� Date Issued - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS., Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by � ,I a( 4 U st at L,& i L 1(�5 &ur has been constructed in accordance ` with the provisions of Title 5 and the for Disposal System Construction Permit No� V -0/// dated 11,tel Installer _ OC V la Designer J #bedrooms 7 Approved design flow —1;76 gpd The issuance of this jjpermit shall not be construed as a guarantee that the system will-`f inctio'!as designed. - Date Inspector 1 r h•, A p �� ���"J" _ y - ------------------------------�------Fee--���i ---- THE COMMONWEALTH OF MASSACHUSETTS C PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction i9ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade.( ) Abandon( ) System located at -�/ f3o,i, c r 5 /06G�k RAY Yh ~' 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 be completed within three years of the date of this permit., - / h i Date /,-� i � Approved-by Town of Barnstable Inspectional Services Public Health Division WMAMA Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 509-790-6304 Installer&Designer Certification Form Date: 2-10 21 Sewage Permit#02JAJAssessor's Map\Parcel Designer: 3- ix' � Installer: Address: 6 e r( rl' �) �Tf A' Address: V 1( o qq F-n� M A 114 k 9 0 us-OL On 1-2-0—2-1 [jI was issued a permit to install a (date) (cost r) vl i LLC+O V) septic system atl�q &&r based on a design drawn by (a d ess) 00� Pei t-d�k dated —1 (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 system referenced above was constructed in compliance with the terms of the I1A ap level letters(if applicable) X"AA44 OF h14SS o`er G TIMOTNYM. n taller's lgnature) SANTOS No 45078 C1/1L 9 FFn .a6�i eslgner s Ignature) 1x Dks$ner_ t flip 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. Atoaldep&MEALTMSEWER coanec;ASEPT1COesipaer CenMcadon Fomt Rev&14-13.DOC No. �.�"�/ � Fee L� BOARD OF HEALTH TOWN OF BARNSTABLE application -for Yell Cowaructtou permit Application is hereby made for a permit to Construct( Alter( ), or Repair( an individual well at: /3 Y /3a)(Te/- rue c /C naI �OLocation-Address Assessors Map and Parcel o / 4/ /3o,X 7 Owner Address oen �v ,�S SC-0,rVAJ /��' D eG,-43S �� ma34eet rick OaG Y9 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well y /0 yC Capacity Purpose of Well I/Y/y 47/o .a Agreement: i The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certific to of Compli ce h been issued by the Board of Health. Signed ,�••� Da Application Approved/ ( ` Date Application Disapproved for the following reasons: ) ) Date � Permit No. ��D 1 CA Issued r q C � Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(*-); Altered( ), or Repaired( ) by �-- Installer at / y I&P, c-/ rvicelt /?j has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well V ctt n Regulation as described in the application for Well Construction Permit No.1 c c�P°' Dated L 1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector I No. "" / �c_ .., Fee BOARD OF HEALTH TOWN OF BARNSTABLE 7U 0(ppYicatiou jror Ivell Cougtruction permit F Application is hereby made for a permit to Construct(/);' Alter( ), or Repair( an'individual well at- s ,. 13 1/ 13,s kT F ry e c K �J 1 • � .r Location-Address Assessors Map and Parcel 77--' Owner �1 Address 00eNru/S SC-6 I- t�� Installer-Driller Address TYP e of Building .,� ::�.« -:.�� :� .•,_-•�,.�.x _ • Other-Type of Building No. of Persons Type of Well 4-/ /0 yC Capacity Purpose of Well C,T/0 0,0 Agreement: { The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. t Signed /Ja ` 0 'o,/-)/ -------. Date / + Application Approved BB Date i >t. Application Disapproved for the following reasons: ; t Date Permit No Issued 1 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance i THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired O by Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.I—2)L-a � ---`.Dated `C�r� t THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector oe—o---__so lr-'— -------- BOARD OF HEALTH--- r 4, ----- �_. ___._,.�, TOWN O.F BARNSTABLE Vell Cougtructiou permit No. Fee 6 Permission is hereby granted to f)e. .v1S SL0ry/0(! i r Installer to Construct(i,)-, •Alter( ), or Repair O an individual well at: No. Street as shown on the application for a Well Construction Permit No.�� `r -�, �--� Dated Date Approved B�, . r r X Town of Barnstable P# o Department of Regulatory Services �.NE► Public Health Division Date 1,7-d ,6 200 Main Street,Hyannis MA 02601 • r aaRtvsrnBtie, ; Fee Pd. MASS.1639. ?.t 6 /� OrEpt►��� Date Scheduled Time C/2l t W v r !✓ Soil Suitability Assessment for S je ispo al Q Performed By: ���o Witnessed By: LOCATION &GENERAL INFORMATION Location Address 134 Baxter Neck Road Owner's Name Linds Coifman M _ ` Address 1 Rodriguez Sena St.San Juan,PR.00907 Assessor's Map/Parcel:075/017 Engineer's Name Holmes&McGrath,Inc. NEW CONSTRUCTION / X_ REPAIR Telephone#508-548-3564 Land Use yaca/1 T LOT Slopes(%) r/0 `2 U Surface Stones Distances from: Open Water Body>Z1-_5n ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property LineX?6-14— ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) l�17°2 Parent material(geologic) G'f�f OLl! IG'1 Depth to Bedrock ../ Depth to Groundwater: Standing Water in Hole: �—YU F Weeping from Pit Face Estimated Seasonal High Groundwater _`4eV, t DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date 6 Time - 5 Am Observation Hole# Time at 9" �V5 Depth of Perc Time at 6" Start Pre-soak Time @ ' 'w��r I' Time(9"-6") End Pre-soak Rate Min./Inch ��� �n Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole#_1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) S R �/5 5 L6aM friia 1, !d 61fu /y/, say?�/ oy�q;o /qZ, 5 yaVC �/4/ � � �� � c .ice l0� grAreLd DEEP OBSERVATION HOLE LOG . Hole#_2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) 1'0 7 SC 9 •��Jh 14 ro Q DEEP OBSERVATION HOLE LOG Hole#_3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) 0�q " �' C./ �'✓ 5a 61 . aivl /51 a,u� 0 I/V Z 9-0'' /0 DEEP OBSERVATION HOLE LOG Hole# 4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel D— a q ZL Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Within 100 year flood boundary No Yes Depth of Naturallv Occurrine 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? If not, what is the depth of naturally occurring pervious material? Certification I certify that on A 0 O 6 (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. / GJ s Signature Date Q:HEALTH/WP/PERCFO M LOCATION SEWAGE PERMIT NO. V I L L A G E I N S T A LLER'S NAME i ADDRESS k - + DER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED 5_9-a al .� � / �� ��,s� _a��� it a � ��'' � �,�r '� i > No.��-6.1�.... Fxs....3 _............ THE COMMONWEALTH OF MASSACHUSETTS BOAR OF HEALTH .� J... OF.....bxg, �.I�i ...1---•-----••---•-----•---•------- Appliration for Uigaaal Work,5 Tnmunrtiurt Prruat Application is hereby made for a Permit to Construct (k) or Repair ( ) an Individual Sewage Disposal Systematje� �........AL-k.. .......................................: _ L .. ....i Location-Address or Lot No. a9 .-..-......,---------•--------------•--------- ...---•------...........--•-••--•-•--••--•---....... ner Address ----•----•---••.....................................•---•---•-.................•-••-^•---•--- Instal er Address Type of Building Size Lot..... feet U Dwelling—No. of Bedrooms.................._3.................... Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ................................................. ----------•-..... W Design Flow.................S.5.................gallons per person per day. Total daily flow..................... 0..........gallons. WSeptic Tank—Liquid'capacityI�l�-gallons Length................ Width---------------- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.__ 4............ Total Length.................._ Total leaching area....................sq. ft. Seepage Pit No-----------I....... Diameter.......0....... Depth below inlet....... ___..... Total leaching area..._2. _...o....s . ft. Z Other Distribution box (4) Dos' tank ( ) Percolation Test Results Performed by. � _'f. f ......_1 4.'___Y_®' arDate._.______ /. Test Pit No. 1......... ninutes per inch Depth of Test Pit....... _... Depth to ground water.___-:" --------___. f3 Test Pit No. 2........�minutes per inch Depth of Test Pit......... . Depth to ground water....... ............ ----------------------------•----------------•-•----...............-------•--------•-------•------•........................................................ 0 Description of Soil....................... . . .......-•---------••................ •. -• ----------•-------•----------------------------------------•---------------- x / f �?1 ............. 4i �� ..........................................:.............................. --- U --- - -----------------•-•-------------------------- W •-••----••------------•----------------------------------•------------•------•--------------•--•-------•-------------------•-•--------•--------------------•----•----•-...•--•----•••----•---•-----_.._. UNature of Repairs or Alterations—Answer when applicable............................................................................................... -•-----------------------------------------•--•--•-•-----------•--...........--••--•-•-••--•---.....---•----...----------------------------------------•-------------------------------••---•--•....---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT E 5 of the State Sanitary Cod .— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee ued by the boar�Yofiealth. Signed '° lL�(.� �'�ra ----•------•-- ate Application Approved B /........................... Date Application Disappr o following reasons------------------------------------------------------------------- ----------........_ ................................. _..... ..__....•----•-•.................•••---------------•---•••----•••-•••....--•-•-•--••-•••--•-----•-----••--•-•-------•---------•-----•-----•----••......----- Date PermitNo......................................................... Issued........................................................ Date • ��'.G 7 ...... F�$... .................. No. THE COMMONWEALTH OF MASSACHUSETTS {-- BOARDS OF HEALTH t rCt>l a OF...' ;�lZt7 P . --------------- --- ------------------- - Appliration for Uiupouttl Works Tunutrnrtion ramit Application is hereby made for a Permit to Construct X ) or Repair ( ) an Individual Sewage Disposal System at [ /f ,f .................. .r? .M f' rL . . �h ....2r.......... :�.-t:E'.�.- ..................................................i .......G..�...........................--. Location-Address or Lot No. •-� il�c�: _ .6fJ• '-................................................ ............ ..................----•-....................•......... Owner Address ess - a Type of Building Installe SizerLot.77tt.._.." ` q�-�..S feet U Dwelling—No. of Bedrooms......................._....... .Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria aOther fixtures -------------------------------•-•-•-----•-••. ................................. Design Flow................ ....................gallons per person per day. Total daily flow...................... 0...........gallons. 1:4 Septic Tank—Liquid'capacity l!yLgallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .................... Width---.,e............. Total Length..................... Total leaching area....................sq. ft. Seepage Pit No Diameter.......'-5........... Depth below inlet......6........ Total leaching area._........p....s . ft. Other Distribution box ( ) Dosi tank_( ) Z `1 4r! h l /V � l/J! 2 ~' Percolation Test Results Performed by.,.. _.....:� .::... ........ ..._....... Date....................... _�_._.__ l. aTest Pit No. I...... --''minutes per inch Depth of Test Pit....... _n..._. Depth to ground water........................ (i, Test Pit No. 2.......Z--._minutes per inch Depth of Test Pit......... �4-... Depth to ground water....._................ P4 ................... -••-•--••••••-•....-•--•-•---•-•........••••••..._-••-•.._...........--•••-•............................................................. ODescription of Soil....................... ..................................... ......------•-•------------.....-•-•---•--------------------------------------• v ........< _?:]1... .........................•-••--•---•......•----•-•--•----••-------•--••••-•••-....._........-•••••......-•--•-•. W ............................... •••••-•--•-•--•-•••----•••-•--•-•--•-•-••-•-•-------•••-••-••-••---•------•-••••---•-----•--•-••-•-••-••-••-•-••-----•••••----•-•-•••-•-••-•••---•-•-••-•--•--•---_..... VNature of Repairs or Alterations—Answer when applicable............................................................................................... ----------------------------------------------------•----•-•---------------•-•-•---•-.............----------•-----------------------•-------•-••-----•-•-•-----•-•--------------••..........•--......... Agreement: The undersigned agrees to- install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT-7E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beepfissued by the board of iealth r Signed--. - ..._....1 L�`eL�9l_C...._ ..-�------� ':'.S.rf..... ...-- ...... Date Application Approved BY = == ,��.:.. � L 'Date Application Disappr for the following reasons------------------------------------------------------••------•---------------•••__---------------•---••------- :. ----------------------------------------------------------•------------•----------------•-•----- Date PermitNo--------------------------------------------------------- Issued....................................................... Date I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... f'ardifiratr of Tomplianrr THIS IS TO CERTIFY, That Indiv' Sewage Disposal Syste constructed (cam'or Repaired ( ) bY-------•----•-••----------------•-------................ .. '-------- - .�.�.. 1)Y,1. ..................................................... taller ---------------------•----------------•---•---------------------------- -------• ----------- has been installed in accordance watli the provisions of TIT 1Z 5 of The State Sanitary Codee/aVdescribed in the 3liapplication for Disposal Works Construction Permit No.. ....... ............... dated_-.11�_, .......................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTIO� S TI�SFACTORY. DATE.................................6.- -1116-4'......--••-----...---. Inspector.......... ............................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No... �.... ...........................................0 F..................................................................................... FEE..3.....��.�.`l_� a ................. to outtl orku unu#r ion ami# Permission is hereby granted.................. ....... -•' 6 -l?`..�.......................... to Construct or R air ( } an Individual Sewage Disposal System at No..,,.O.;-........ " -�.74A------/My-- --•---��.,. Street as shown on the application for Disposal Works Construction Permit -------- Dated.......................................... /� Board ealth DATE---••------------------------�--•---�---�>i ........................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS . t Fro % • t -9�6.P D. �j tt V' �1 of� A,4V—t�-w s TZT F,c7T--Of✓A �-,C> ST=. TOTA L--V ESIGLI - 425 G.RD. -rc>T,L�L I L�r t--ww t Gt1:!G�LATtc��.l C'Qt"� ; °°u,f ?�41►J�61Z LE-%. t S'1 s fit;: aft ! f q.• �F•4a•St { 1f 46 yob •� Po:i.�/� �h j /ti: .. - .-._....>— _ /�� r w�-`� r''.°l{'^i'�'r s� o a, ..fir ..t '.r, •. � i f t J• i 4 '>i��L{i.•. �ccnr �fj���:irTl.�c .�7TJC ` :.7 Lv�M e Iuv.° 31.o Sv135dL 14: f 'Box A Sep nC !o INV. T"A04K A• {DOO 7 S t:M -7 I►aV. t. 37.f A Nev. �f a SAND fCA M. w.nsNEn 5TowC-_ Av I• ' j a L COCA TI O" 91 U,47 o u/aT�� nPol -D ° Gt'izTIt= T+-lA'i' Ti-lam. 1 �- t. Pt.A�..! P: V-E►�1c:C—'_ t-tF:i�C;CfI�1 cCVV�PL-YS w 1 T14 TuZ,. Lod, d Auto lz(01 _ 8 A XTc tZ4 I • �l.GlS'('c_ili'U LALIC'> •SUr:�'•?:Y'��'.4: �. I TI-Al5 r7 f_A►-! 1�. c.10T t���>C-C► C:�.a /�N OSTEC..�/�L.1.G p ��rC�%.r.+:�. u�>C:I LOT t..i l.t�_•5 Q1J� d�3Eao �` Ecr s a 0 txP 3� 514 �k rA. ` d t.3 ., 'ZZ71 { :. Ab4 ,w•S o.. a PA A!E I 1 t' NOTES s 1. HOUSE NUMBER: 134 BARTERS NECK ROAD y" RpUh 28 2. ASSESSOR'S NUMBER:MAP 75 PARCEL 17 3. ZONING DISTRICT:RESIDENTIAL RIF 4. FLOOD HAZARD ZONES: X fpyaV Q 4 5. BENCHMARK: AS SHOWN b 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN o ON THE GROUND INSTRUMENT SURVEY. Ei 7. ELEVATIONS SHOWN ARE BASED ON: w. 9 THE NORTH AMERICAN VERTICAL DATUM (NAVD88) � LOCUS 9 8. REFERENCE: PLAN BOOK 398 PAGE 45, PLAN BOOK 267 PAGE 10 9. THIS LOT IS NOT LOCATED IN A DEPARTMENT OF ENVIRONMENTAL PROTECTION 4 APPROVED ZONE 11. �� s ZONING NOTES EASEMENT: RIGHT OF WAY FOR 110, LOCUS MAP /45 CEDAR TREE NECK ROAD FOOT TRAVEL ONLY TO AND FROM CB DSK NOT TO SCALE 1. MINIMUM LOT AREA: 43,560 EXISTING - 87,121 S.F. MAP 75 PARCEL 16 PRINCE COVE AS REFERENCED FOUND ( ) N/F ON PLAN BOOK 267 PAGE 10 2. MINIMUM LOT FRONTAGE: 150' (EXISTING = 190 FEET) CHARLTON.M&S,ET.AL 3. MINIMUM FRONT YARD: 30' (PROPOSED = 115 FEET) 'E 228.89' o r 4. MINIMUM SIDE YARD: 1,5' (PROPOSED = 21 FEET) > I N Id Al 5. MINIMUM REAR YARD: 15' (PROPOSED 201 FEET) OD CB/DRIULHOUE 1 x x O 6. LOT COVERAGE (PROPOSED = 6.27) etI1 1 1 x 311A 36 sx 1 \+� Ge DSc 554 � q8•E t53.00' yy � 1 1 1 \m w N IFWND 1 1 LFO OSKND DETAIL k �� 11 LOT 6A FOUND 1 87,121 NOT TO SCALE .. .� (2.00 ACRES) 1 3e.2 x 1 1 37.71� 1 CONCRETE BOUND WITH DRILL HOLE FOUND x�•e x 7 I 1 s4 x 3S3 / OAS ti FIR OPERT!ut1E - 1 t-- - x13/.6 1 1 EASEMENT: RIGHT OF WAY FOR I� IN FOOT TRAVEL ONLY TO AND FROM ? PRINCE COVE AS REFERENCED x7i 1 1� r� 42.5 ON PLAN BOOK 267 PAGE 10 i x 35.6 1 / / \ 1It 1 /: ,' 1PROPOSO 1 7 / 1 t iF7VQ j x 74.3 34.s x / 1 K � LNSANK ER09QV,1 CUT ' 1 C17ON LJ a wG µe BLANKET OVFR?.1 WT. -elm 51RU. Iwy, rr. ♦ BLANKET-WALL REMAIN #116 BAXTERS NECK ROAD I b 1 + F Aogc I DURING AND AFTER P' MAP 75 PARCEL 20 ( . 1 ea/nrENr PROPOSEAReA LYIWS7RUC1/QV IS COYPLEIID. N/F I ''r > I sb �tr GEXIM=PAD BARBARA J.CERCE 35- 11 / 'row 43' t �•O _ I PROPOSED E-AV£PUMP MODEL' DHO71-9J 34.4 x 1 / / / 1 � I WY.IN-39.7E c s • INSTALL EROS/CW CONTROL 1 �STADOV 1 p �4e.2 I BLANKET OWR 2.1 CUr 1 / BLANKET-/ALL REMAINFIRaPosw IJ v PROPOSED DURING AND AFTER rLlvrrf CONSTRuenfoV Is COMPLEIETJ. / j ',�;'• ;.'.., ,� ; _44-\ T I /162 BAXTERS NECK ROAD -+ PROPOSED 77MBER 35.i 1 i���G�'i.(2ok4p7 i i�i I.� I MAP 75 PARCEL 21 GUARDRAIL . CHARLES I.& 49.3 A I PEGGY L ANDRIANOPWLOS DEEP OBSERVATION HOLE LOGS #1 & #2 \ 1 TP 1 OTHER SOIL SOIL TEXTURE SOIL COLOR (sUCT I 1 x PR��PA770 C DEPTH ELEV. DEPTH ELEV. HORIZON (USDA) (Munsell) csTONEicrBGxtReB NTL 1X'D/A. PRESS/RE FORE MAW, 1103t LF. 7- FE MOr x44.3x x x I PROPOSED ORYWFI L 0° 38.3 0' 47.4 m x G4 ir D W77H 7 STONE _..0' 8"___._.37.6- O'-9' ..46.7_- -O/A � _. _ ._ - ,�! r _ _ � � L _ 'Po.- 1(T1P/CAL OF 4� 4 8'-35' 35.4k37 5' 44.5 B Sand Loam 2.5 YR 8/6 Ver Friable ue GARAGE' T'Rqa /X m N FROPOSM F CA�m +57.5 PROPOSED BULKHEAD 8 -64' 33.0 8' 41.1 C7 Medium Sand 10 YR 6/4 Sh a loose 45.0 RD=ROOF DRAIN rp /4- 4'HDPE(TYR) 64'-120° 28.3 20' 37.4 C2 Coarse Sand 10 YR 7/4 She d�iN loose `f$ 27 No Groundwater Encountered 11 P6' -.-�5' 43.Ly o 43 5 V-� o .S.. ' PROPOSED RETAINING WALL DEEP OBSERVATION HOLE LOGS #3 & #4 4a PROPOSED { a' �, o +gml (DEVON BY OTHERS) TP#3 TPR4 OTHER PORCH I ^ 4'PVC SCH.. 40 SOIL SOIL TEXTURE SOIL COLOR (STRUCTURES, I r.� DEPTH ELEV. DEPTH ELEV. HORIZON (USDA) 1 (Munsell) STOMMBGILDER& 2 I ,;z•� 1!c__- _ I S- 0.02N1N. - CONSISTENCY,i GRA4fl 0' 47.0 0' 47.0 oI � _ `• ;\ ' I PROPOSED 2,500 GALLON yl.t 21 I O \ SEP77C TANK(H-10) 46.3 0'-9' 46.3 O/A PROPOSED 6'DIA. N , a 4V, ,ro' 40' v x q.S 1 9°-37' 43.9 9'-37' 43.9 B Sandy Loam 2.5 YR 6/8 VeryLEACHLNG PVT IW7H Friable 4'OF STONE ALL Q 37'-58' 42.2 37'-58' 42.2 HCIMedium Sand 10 YR 6/4 Sh a ah loox ROUND=GRAr / / I na r'• 20PROPOSED y w 5-HOLE D-BOX 58'-120' 37.0 58°-120' 37.0 Caarae Sand 10 YR 7/4 Sh do,loose '{ , �� / I R ,� (H-20) ' No Groundwater Encountered of S y 45 W I 20'DIAMETER INSPECTION x ` `�i 0 I ACCESS COVER(TYP. OF 2) SOIL TEST PERC. NO. 15041 / / /x / 7 h k'Le\I s (6)-500 GALLON CHAMBERS / p + W77H 4'OF DOUBLE WASHED Date of will test: MAY 16, 2016 JaE ,�/ a\. if 1 4. N I CRUSHED STONE ALL AROUND Test taken by. L by.D.RO //// Results witnessed by.D. STATON CONCRETE BOUND _ Percolation rate:LESS NCO 2 MINUTES PER INCH WITH*: DISK FOUND +/ " off' / BJ I. ce DSK Ground water NOT ENCOUNTERED- ESTIMATED AT ELEV.4 �. FOUND -1 3. a \ DETAIL o3i/ ,� \ bra YdRE sy LEGEND NOT TO SCALE x Dse >\p cy, CONCRETE BOUND • ❑ 4yex1 `4-s. •'C /\ 4Qs rtv UTILITY CONDUITS E/CTV- c.�gym+ �• h SOIL TESTS PIT BROKEN CONCRETE O QY / CB DISK EDGE OF CLEARING BOUND FOUND 0♦S 'p J�6 G,4�r / ELEV. 39.42 EXISTING GRADE -45- x 4s.e QR�� as----� � EXISTING SPOT GRADE .41,3 DETAIL .EXISTING UTILITY POLE �KL DETAIL �e♦5♦ NOT TO SCALE EXISTING WY E- NOT TO SCALE 42.7x m a ' 6�t .. FOUND NND - 0.25' PROPOSED SPOT GRADE x41.5 O�c � 4♦�s 9 PROPOSED GRADE WATER MAIN EASEMENT: it CB/DSK / 6♦ CEP CONCRETE BOUND WATER LINE -W- AS REFERENCED ON FOUND d�0:14♦;I PROPOSED 2'WATER SZ'ANLE 70 WITH D19(FOUND RETAINING WALL 0000• PLAN BOOK 227 PAGE 77 CB J OK,N Q BE 5LEEVID/N ACCORDANCE'WITH POSSIBLE ND � �(�p d1 �QQ` R7LE 5 IF LOCH LED<WITHIN 10'OF ENCROACHMENT, 'S�` ON G �F1 �t0� PROPOSED SEWAGE DISPOSAL SYSTEM PAVEMENT NG \ a�0♦yj �S �.S` � V,P♦ik NE ST G �pO P p19_ PR�ERT(U pRVE'NPy NSg 39' � eP�IQJeJ ' /TH oreyr ` 03/22/21 REVISE POOL A POOL HOUSE LOCATIONS TMS 0 CONCRETE EL 8 c` ADD E-OME BOUND FOUND °o A9aGrurH C 01/14/21 UPGRADE OPTIC TANK TO L=QMU M DUAL COMPARTMENT IJ.0 M&A No.2ee7e ,,. 9 � lzrs/zo REVISE POOLAM,A Poo FENCING Hc a Pa HOUSE TMs MeM NOT TO DETAI T98.Oa HS FODNCB wD H 08/09/20 MOVED OWDLNG DRIVEWAY R SEPTIC,REGRADE SITE Pit MSM DATE DESCRIPTION Drawn Checked CB/CENTER 'o,uP DETAIL ' REVISIONS FOUND NOT TO SCALE PLAN DETAIL CB/DRILLHOLE a� OF PROPOSED SEWAGE DISPOSAL SYSTEM NOT TO SCALE FOUND ,ty J PREPARED FOR ti- ��� THOMAS PRATT O ?CONCRETE BOUND FOR LOT 6A, //134 BARTERS NECK ROAD PROPS WITH DRILL HOLE FOUND IN MARSTONS MILLS BARNSTABLE MA CONCRETE BOUND WITH DRILL HOLE FOUND SCALE:1'=20' DATE:APRIL 28, 2020 . nCE Unlen and untE won time 01-the ceigi,m(,d)etw p of the holmes and mcgrath,inc. `3"S TO" "1 responemle Profnelonal Engineer,or Profenlond Land S-eyor u xci�7is 1 oppeere an thle pan: civil engineers and land surveyors ' (A)no peroon or persons.Including any municipal or other 205 worcester cuurt•suite ad•falmputh,ma-02540 ° o p.bk of iddif,may My upm the Informatlon cantoIned her l.;and 508368,3%4 yrNw.IwlmesandrrltilreN.00rn (E)this PIT-Ins the property of Hobnee A:Mcoath,Inc. DRAWN: PJR CHECKED: 1,•.'.PRA*I' •suo:u PIT THIS NEV.RL',QK1 k,,O.�.�.tzii4 a'_. > JOB NO 220049 DWG.NQ:8-6-178 SHEET 1 OF 2 NOTES v 1. HOUSE NUMBER: 134 BAXTERS NECK .ROAD � RO I 2. ASSESSOR'S NUMBER: MAP_ 75 PARCEL 17 Ropp g� DISTRICT:3. ZONING RESIDENTIAL 4. FLOOD H AZARD ZON ES: X RF s F PLMw� o 5. BENCHMARK: AS SHOWN o 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY. 7. ELEVATIONS SHOWN ARE BASED ON: Q THE NORTH AMERICAN VERTICAL DATUM (NAVD88) LOCUS"y 8. REFERENCE: PLAN BOOK 398 PAGE 45, PLAN BOOK 267 PAGE 10 9. THIS LOT IS NOT .LOCATED IN A DEPARTMENT OF ENVIRONMENTAL PROTECTION , a ey APPROVED ZONE II. RD. 1 C EASEMENT. RIGHT OF WAY FOR ,oJ LOCUS -NI AP ZONING NOTES 45 CEDAR TREE NECK ROAD FOOT TRAVEL ONLY TO AND FROM : CB DSK NOT TO 'SCALE # PRINCE COVE AS REFERENCED MAP 75 PARCEL 16 X ' FOUND 1. MINIMUM LOT AREA: 43,560 (EXISTING = 87,121 S.F.) N/F ON PLAN BOOK 2s7 PAGE 101. I 2. MINIMUM LOT FRONTAGE; 150' (EXISTING = 190 :FEET) CHARLTON, M & S, ET.AL. M 3. MINIMUM FRONT- YARD: 30 PROPOSED = 115 FEET i id 4. MINIMUM SIDE YARD: 15' (PROPOSED = 21 FEET) 4• C,. .• *X 226.89 1, f x 3 5. MINIMUM REAR YARD: 15' (PROPOSED = 201 FEET) CB/DRILLHOLE 55 �? �` rn 6. LOT COVERAGE (PROPOSED 6.1%) FOUND o „ X 34.7 i t 36.6 M ti 34.0 p ... 1CA 1 X 36.8� t y�- x ass +�� N CB .DSK OJ y6• i 1 •� .FOUND -- • O., 46"E 153.0 �� i LOT 6A S54 - 1 87,121 S.F. 1 (2.00 ACRES) LcB DSK FOUND DETAIL 1 I NOT TO SCALE �� 1 1 36.2 x 37.7 3710 21 CONCRETE BOUND - 1 �. -*•, X 36.8 6 WITH DRILL HOLE FOUND x 35.3 1 X 36. Q13 , LINE pRppER t x137.6 EASEMENT: RIGHT OF WAY FOR C 1 1 FOOT TRAVEL ONLY TO AND FROM M 1 PRINCE COVE AS REFERENCED 1 I f ON PLAN BOOK 267 PAGE 10 1 42.5 7.1 X 35.6 1 t9 g +°A INSTALL EROSON CONTROL i 1 X 40.2 BLANKET OVER Z•1 CUT. � 1 BLANKET SHALL REMAIN 38.0 � ; DURING AND AFTER 0 1 CONSTRUCTION IS COMPLETED. x 34.3 X W` LIMIT OF yypRK M N 44s NL N f CON x�,...x a 1 .�" PRUp'OSID `� - rn N 1 #116 BAXTERS NECK ROAD " �0 1 �ti FEMCE I ? I MAP 75 PARCEL 20Ar ` N BARBARA J CERCE 3 1 1 a rn I 162 BAXTERS NECK ROAD 1 1 MAP 75 PARCEL 21 1 1 rn N/F CHARLES I. & 34.4 x PEGGY L. ANDRIANOPOULOS 1 INSTALL 'EROSION CONTROL - 1 �� 48.2 BLANKET OVER 2.•1 CUT 1 BLANKET SHALL REMAIN PROPOSED 1 PROPOSED DURING AND AFTER FENCE 1 FENCE' CONSTRUCTION:IS COMPLETED. 1 Rsr 1 r I 1 �+ PROPOSED RINSE SrA naV PROPOSED .TIMBER 35.6 GUARDRAIL ri��•. k 4�i ���r�,PROPO ',+i�rf•' 0.0 t 49.3 E it/rsr POOL %�i��f 21 PROPOSED POAC (2aX4a �.r,�r O EQ!/lPME7VT AREA DEEP OBSERVATION HOLE LOGS 1 & 2 , # # OTHER 431 x i f if r ,,�,, PROPOSED E ONE PUMP • .. MODEL:_DH071-93 TP 1 ' 2 SOIL SOIL TEXTURE SOIL COLOR (STRUCTURES; ' 8 ell sroN�s,`ea�t_DERs, GRADE -=- 44.DBE DEPTH ELEV. DEPTH ELEV. HORIZON (USDA) (Muns ) ROPps PA770 INU. IN= 39.58 CONSISTENCY % GRAVEL) q` PRApOSED FENMEx44.3x00 38.3 0" 47.4 : x Ise x44.4x `' PROPOSED DRYWEL! 0" �'h• 48' x 4 x 2 D WITH 2 STONE m 0"-8" 37.6 1 o"-9" 46.7 O A o c (TYPICAL OF, 4) - �o : owO�ED PR FMCE GA7E o 8"<-35" 35.4 9"1-35" 44.5 B Sandy Loam 2.5 YR 6/6 Very Friable -15% gravel Tn F 43..5 '' E 45. OUP PROPOSED BULKHEAD O or 33.0 35"-76" 41.1 C1 Medium:Sand 10 YR 6/4 Sine ` ain, loose �. RD=ROOF DRAIN 10% rapj vel " " �► 14' 4" HOPE (TYP) " 28.3 76 -120 37.4 C2 Coarse Sand 10 YR 7 4' Sin e' rain loose ao ` ' 27 64 120 / co p o0 41 k 1 PRE m `� 26� ` SSSURE .No Groundwater Encountered _, -- 14,, t p CE MAIN, 75-- L,r 1 60 a l PROPOSED RETAINING WALL + DESIGN BY OTHERS) C DEEP OBSERVATION HOLE LOGS 3 & 4 �, PROPOSED 7 `o "� -- 4" PVC 'SCH, 40 OTHER PORCH ti JF TP3 TP4 • \� # # SOIL SOIL TEXTURE SOIL COLOR (STRUCTURES, R S 0.02 MIN. STONES, BOULDERS, DEPTH ELEV. DEPTH ELEV. HORIZON :(USDA) (Munseil) �1 .: N CONSISTENCY, %GRAVEL) d u►1 "� 1 30 \ -- PROPOSED 2,500 GALLON 0" 47.0 0 47.0 '� �, z\ l o \ SEPTIC TANK (H-10) 0 -IA 1 0 -9 46.3 0 -9 46.3 0 A � 40' v PROPOSED 6 D/A. 47.5� " LEACHING PIT W/TH 9"-37 43.9 is -37" 419 B Sandy Loom . 2.5 YR 6/6 Very Friable 4' OF STONE ALL - 1 - `t ' 1 % raved " q. AROUND, GRA TE - 37"-58" 42.2 137 -58 42.2 C1 Medium Sand 10 YR .6/4 Sine an, loose I EL.=39.50 � 1 Q 46 PROPOSED` r RIM ; 10% gravel `� 5--HOLE D-BOX 58 -120 37.0 158"-120" 37.0 C2 Coarse-Sand 10 YR 7/4, Sin le' ram, loose H-20 No Groundwater Encountered ti 45 IV)r 20 DIAMETER INSPECTION ACCESS COVER (TYP, OF 2) lb b ti X 1 k 43 \ N500 GALLON-CHAMBERS :SOIL TEST PERC. N0. 15041 WITH -p 8 TH 4' OF DOUBLE WASHED �w °` %`�Oc .� ' ¢3, 6 CRUSHED STONE ALL AROUND 1 Date of soil test: MAY 16, 2016 Test taken by. L. CARREIRO Results witnessed by. D. STATON Q�¢ CONCRETE BOUND Percolation rate: LESS THAN 2 MINUTES PER INCH �O o Q > WITH DISK FOUND \ � CB DSK � Ground water NOT ENCOUNTERED ESTIMATED AT. ELEV. 4 �• �� j • FOUND I DETAIL i'os `� ` �� W WIRE VEwpX NOT TO SCALE X°� LEGENDF. \ CONCRETE_ BOUND a ❑ �Ls \ 40.8ew 42.9 X a DENCHM �6 UTILITY CONDUITS -E/C'tv-- G .8+ vQ Sr V_ CB DISK BROKEN CONCRETE o �L SOIL TESTS, PIT BOUND FOUND 'r, ���� li�� ELEV. 39.42 EDGE OF CLEARING r` .- EXISTING GRADE - 45 Q�Oe� 4s-=--1-" . 7� X 45.8 DETAIL EXISTING SPOT GRADE x41.3 ' k NOT TO SCALE 21 EXISTING UTILITY POLE , DETAIL ��,��,� • koo CB/DRILLHOLE E..-,- NOT TO SCALE 42.7 x s P �,E FOUND EXISTING GUY 0.25' PROPOSED SPOT GRADE x41.5 Q �00��*� ���$ pF Q ,Cy UNE r PROPOSED GRADE ��' CB DSK CONCRETE BOUND WATER MAIN EASEMENT: / FOUND �� QR WITH DISK FOUND WATER LINE --W AS REFERENCED ON PROPOSED 2" WATER SERVICE TO PLAN BOOK 227 PAGE 77 RETAINING WALL CB/E3 OKEN PQ BE SLEEVED /N ACCORDANCE WJIN `L 177ZE 5 /F LOCATED WHIN 10' OF POSSIBLE UND .�{io'��"� �► l pN PROPOSED SEWAGE DISPOSAL SYSTEM ENCROACHMENT PAVEMENT OpERN LWN ERWp,`l� 39, Q. i Del o t CONCRETE - E PUMP, REVISE ACHING FIELD _".dam 01/14/21 LAC - BOUND FOUND - UPGRADE S�P11C TANK TO 2,500 GALLON DUAL � It P�H or M�\ 01 12 18 20 REVISE POOI. ADD POOL FENCING & POOL HOUSE 7Ms mem 9' o� i s G� Fj9 3 CB w/DH MICNr DETAIL N z CU ,-, 06/09/20 MOVED DWEl1JNG, DRIVEWAY do SEPTIC, REGRADE SITE. P,rR MBM E o8 FourvD o NOT TO SCALE 198. a� o � DATE DESCRIPTION ra lrl hecke CB/INTER C UP DETAIL R E V I S 1 0 N S FOUND NOT TO SCALE PLAN DETAIL CB/DRILLHOLE ��,� OF PROPOSED SEWAGE DISPOSAL SYSTEM NOT TO SCALE FOUND y�- PREPARED FOR -- ti, �oQ THOM AS PRATT LWNE p� Q FOR LOT PR 6A, ' #134 BAXTERS` NECK ROAD OPER O� CONCRETE BOUND IN a WITH DRILL HOLE FOUND E MARSTONS .MILLS BARNSTABL.E MA o t CONCRETE BOUND f WITH DRILL HOLE FOUND SCALE: 1" _ 209 DATE: APRIL 28, 2020 f OF � QQ - NOTICE holmes and micgrath! inc. `Unless and until such time as the original (red) stamp of the z TIMOTI Iv rn. responsible Professional Engineer, or Professional Land Surveyor o s,aNTos a. civil engineers and land surveyors L No.45078 appears on this pion: . CIVIL 205 (A) no person or persons, including any municipal or other worcester court•suite a4•%imouth, ma•02540 public officials, may rely upon the information contained herein; and 508-548-3564 www.holmesandmcgrath.com � `� •. (13) this plan remains the property of Holmes & McGrath, tnc. DRAWN: PJR CHECKED: ►, : P IA TT 22004 B ECK GG ciw lw 4 c _e t JOB NO: 220049 .DWG. NO. 88-6-17B OF 2 finh* pvde abows and adjacent to system shall alape away at a min. of 2A` 4' diam. cast iron or Sdmduie 40 PW pyve (tight pints). ACCESS COVER:TO_ GRADE . 50 20'mhr. disfarice (bu dhg to edge of leaching system) SHALL BE SECURED TO UNAUTHORIZED ACCESS 10' min.. distance First Floor — ——— 3--Removable cowers within Elev. =45.0 From Fotmdation - s of finished grade ' Proposed D-laox with 2 layer of J to Access Holes'In Tank to. P 15 L.F. 4" PVC " access manhole within washed stone or s=O.02 MIN. be 20 in D'wmeter filter fabric .$5 . . .. . . .4"•SCH,4D. : . : . . . . . . . . • .. . . . . . . . . . . . . . . 6" of finished grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . PVC PIPE x44.0t ` x43.5t PROPOSED GROUND SURFACE x43.Of X43.0t a,x43- SMAX. " 1 MIN. 4 0t LANDSCAPE WALL 1 16 L.F. 4 PVC CLEAN BA 2 4 PVC Pie = f , s=0.013 _ Elev. 41.0 l p <ry ,r - liid [eves/ -- level I 36 LF. s-001 MIN. 18 f - - 1 40 0. CJ 15 MINIMUM FOR BREAKOUT of DRIVEWAY O o ^ 6* layer of o © o o Elev.=38.00 2,500 Gallon Septic Tank o h crushed (H-10 LOADING) V cS compacted. 4' a�i If ll - ° W *Foundation ne m • _ �^ r :. ,7 .: n• iW.t 4 fit. of " to 1 " 35 'Design. . . . �? . . 6'•LAYER OF ORISI'1EP COMPACTED SR0VE. . . . �' m a - double washed stone By Others `� � Ground' ch'rriber' Foundation Septic Tank 500 Callan Chamber 30 Proposed. . . . . . . . . D-Box ' j SEPTIC . PROFILE Bottomof Te t Hole .� SCALE 1/4" .= 1' Elev. 8. PUMP CONTROL/ALARM PANEL f TO BE DETERMINED /N FIELD 19" ELECTRICAL CONDUIT PROPOSED POOL HOUSE SLAB=44.8 E 55 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 nvvERT-3Q 80-----7L E•irsctor Pump E ONE V - MaDEZ QH07t-93 f HATCH CO II AIII E�AMf &VAVE PROPOSED PUMP (ANTRAL-PANEZ (HATtSI TtrJ BE WAT7PTllrFIT+� WATERPROOF) . . . . . . . . • . . . . . . . . 4" SCH-40 PVC PIPE E-ONE SEWER 50 : LlaCATIOIV TO 8E : . ,, 7 L.F.- N S=0.02 MIN. LIFT Sr 77ON DE7D?M/NED 1W RaD GRADE TO BE t TO 4 BELOW REMOVABLE LID MODEL OH071 AND SHALL SILO£ AWAY. 2 PVC ROOF VENT PIPE LOCA T/ON TO BE f I .----2"PVi:ROOF td NT DETERMINED ON SI TE) r Pool HK?USE ? (LOCA70V ro BE a0 g 1� ELECTRIC DETERMINED OV SITE) SLAB ELEV. ty CANDU/T VENT PIPE __ 75f L.F. 1;( PVC FORGE MAIN W/TH ,¢5 44.80 . . . . *. . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ON77NUES TO PRO . . . . . 4 LA TERAL T, POS D x44:0± Finishe SEPT/G TA K, INSTALL THRUST.BLOCK 4 AT ALL BENDS AND SWEEPS. E MAINTAIN FORCE MAIN 4�' Diorn. -Cost Iron or 4'' BELOW FROST DEp1H .�c>#ieo�ute 40 lav l 4` AVITI Ppe (Tight Joints) fi - 11 HOPE LATERAL : . . . . . . : EN VI R OIV M EN T, I E E�QN E�.. 40 SERVICE UNE . . . 4o SEWER CONNECTION DETAIL s=0.031 " *Foundation a F h SCALE: 1 = 5 p Design ao '� fMICE MAIN FRAM PR4WO.SEO I By Others '0 E/ANE PUAmP• PREmRE LEST y PROPOSED SENIcR LINE 70 150 PSI 4 CRUSHED`STONE N GRADE MUST SLOPE 3t5 41 . . . . . . . . . . v . (6-- .MIN, DEP.Tti) 3&5 AWAY FROM STATION a GRADE GRADE s c I I r I s0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 is i QAL R I N AL —ONE EJECT-OR PUMP PROFILE t o l a -. �..��. M p SCALE: .1/4" - 1' oIF I 1" lz I I I r 1 12'-2" ] -77 ..., ,.i ti :.'•.+.'Wit• :� e z 1 ALL OUTLET PIPES FROM THE ( I U .. DISTRIBUTION BOX SHALL BE 1 3-2W Diameter Access Holes :. SET LEVEL FOR AT LEAST 2 F7 M 1 .� ALL ACCESS MANHOLE do MONITORING N INLET / OU�•I COVERS FOR SEPTIC TANK, PUMP CHAMBER ; ��` Middle access hole { I L shall be located above AND LEACHING SYSTEM SET MORE THAN i 20" I middle tees ` 6" BELOW FINISHED GRADE. SHALL BE ` I I 1 ;. RAISED .TO WITHIN 6 OF FINISHED GRADE . UNLESS OTHERWISE SPECIFIED. 1ST COMPARTMENT 2ND COMPARTMENT 24" :. ,:�• ,• • : .- ••: ,r• ....1:r .:t+• PLAN c�CTI ON DISCHARGE[ 1-1/4 FEMALE PIPE " PLL�N SE— L— �_29.5 I INLETS EPDM GROMMET FOR THREAD "s'►j 4' DWV PIPE (STANDARD) STEEL. REINFORCED PRECAST CONCRETE - .._..-- I FRAME & COVER INSTALL POLYLOK FLOW EQUALIZERS PLAN VIEW OVER ~rs" ENVIRONMENT-ONE _ f ON ALL OUTLET PIPES ENVIRONMENT ONE nel I CONCRETE COVER L: DH071 --93 STATION Re�riovbble Coves PRECAST CONCRETE NOT TO SCALE M ,. TANK RISER 17 50 5 5 - 5 OUTLET •:;f:• e i�f'' CC, KNOCKOUTS �(do I ( / 4" S� reJ `f b• •.�• v'• .e.s .••f !• •r: u :L+.y. - ••►,+. ..4: �� I ". .. :_ , ::: :.. :r: • s. t: ,• ,�:',; 4 ' .L: 4 .;' ,... e e FROM POOL F DUSE I l .-, - • . a i s INLET, " °, -• :- OUTLET R A A • t i 1� F CE M tN � 3 min. clearance required _ " s' " INLET T" TO 4" ENLARGER 2 min. inlet to outlet 6" INLET OUTLET lLiquid level 11" /� 40x4 SEWER E Liquid lever PROPOSED 4" PVC PIPE 6'--0" .: 5'-0" min. TUF-11TE L 5'-0" min. 3~ 4 " COLLECTION FLOW TO ? Liquid depth GAS BAFFLE 4- Liquid depth 4 PVC PIPE PROPOSED SEPTIC TANK CROSS-SECTION 1ST COMPARTMENT r' 2ND COMPARTMENT k x .5 HOLE DISTRIBUTION BOAC RA C TI N lsoo GALLONS 80o GALLONs SEWER PIPE LATERAL ONNEC O =�:•i• !+•� •: ✓•1•.!„SA'S' .Y' :R. •,,,/C• f iv :+t, .� .y,^• �,X.•;•.fs: u':• •.�,••a=� ~' - _ ■ ,°. .^...: •,.: :�= •#;%•!.: s•sew .+''w.., : 4 »�:•.r'• s•�,.-•-.• :'�:'� °-•z, ♦:: i . :. °.. �•. :.-.. . NOT TO SCALE (H 20 LOADING) - NOT TO SCALE 5'-10" CROSS—SECTION END—SECTION SEATS TYPICAL 2.500 GALLON P11CL TANK 1) No change, to this system shall be made unless NOT To SCALE DESIGN CRITERIA approved in writing by holmes and mcgrath, inc. 2) Subject to inspection during construction by the Number of bedrooms: 7 Equivalent to 110 gal.'s/day Board of Health and holmes and mcgrath, inc. Garbage disposal unit: No Leaching area capacity required: 770 gal.'s/day 3) Heavy construction equipment shall not travel 4~ LOAM �e EED Side urea proposed: 287 s fit. over disposal system during or after construction. FINISHED GRADE P P q ��\.�\>�\�' Bottom area proposed: 757 sq. fit. 4) Disposal system to be constructed in accordance Total area proposed: 1,044 sq. ft. a State Environmental Code. ORDINARY GORFOW� •„ P P FILTER CLOTH`(typ. g 773 al.'s da with Title 5 of th .. t`. _ `. • ... '_ . Proposed leaching capacity: 9 / y 3 Z� 5) A copy of these plans must be kept on the site •�- 0 Water supply: Town = Burin the time 'of construction. '::,: •. ® _�_ P�a zF Precast concrete units: H-20 loading design 9 ,f DRAIN PIPE <oZos 6) A copy of these `plans must be furnished to the FROM ROOF RUNOFF contractor constructing the. disposal system. �e-J NON-SHRINK ��rzdo 12t33' 7) Before backfilling, the contractor shall notify 3/4" TO<1-1/2" MORTAR 3f4 �TK) 1-112 c3 0 WASHI� CRUSHED e WA v ED BRUSHED t� 2 �, F '- Agent to inspect the system as constructed. STONE d • TON Nz,3wa 4, 4.t33 ,4, 8). If the contractor encounters any variation between r DIA. z -"-2" layer of I" to r the existingconditions shown On the 'plan and the 2 s 2 � �J CI O 17 double washed stone.gQto p or filter fabric Conditions encountered on the site, Or any soil e o�az . C3 C2 t7 UNDISTURBED .BASE Jf<2i 'X C3 C3 C3 4 ft. of I' to 1fdouble condition different than shown on the soil log, or lr washed stone all around < a. chamber any adverse soil, the contractor shall immediately TYPICAL DRYWELL_ NOT TO SCALE 500 GALLON CHAMBER 9 contact holmes and me Toth, ins. Holmes and SCALE: 1/4" = 1' mcgrath, inc. will examine the soil condition and report to. the owner any suggested revisions. LEBARON FOUNDARY MODEL. ADJUST GRADE WITH BRICK TO SET "` ;' ;• NOTICE LF-244 FRAME AND GRATE OR a KNOCKOUT Unless and until such time as the original (red) stomp of the COVER TO 6 FROM FINISHED GRADE EQUAL. SET 3" ABOVE SURFACE WHEN SET SET TO FINISHED GRADE responsible Professional Engineer, or Professional Land Surveyor WHEN 'INSTALLED WITHIN PAVED appears on pehisrson plan: . (A) no person or persons, including any municipal or ether � LOAM & SEED AREAS. public Officials, may rely upon the information contained herein, and , FINISHED GRADE 20" DIAMETER o (B) this plan remains the property of Holmes & McGrath, Inc. a e KNOCKOUT — 4" KNOCKOUT t • ,;.. INSPECTION v PUMP PROFILE do DETAILS QRDI�IARY BQRRQV " REVISE SEPTIC TANK SIZE, UPDATE DESIGN CRITERIA , . 5 -,• _ : .COVER Ot/14/21 LAC : '�= " •-.OI�QINARY BL?FEROW _', � .pREFA�T.coHcRE 24 ,'�' DATE DESCRIPTION rawn hecked •'FILTER cLOTHh(t*}'�- ,, _; DIA. 4' KNOCKOUT R E v I S 10. N S e1.�Q �' ' A ••♦ ,4.' i der r !• � _.__- DRAIN PIPE o o vim,Q�' 8, _ 6' 8111 -. DETAILS To 1—�/2 NON-SHRINK "K°'0� ALL WALLS ARE 3' THICK OF PROPOSED SEWAGE DISPOSAL SYSTEM dUBLE'WASRE MORTAR W o a = PREPARED FOR CRCISF�E6 `ST6I • -<L7 ew Q g' 4" oac,Z� ,�,... ...�. ..... : :Y THOMAS PRATT FOR LOT 6A, #134 .BARTERS NECK ROAD 4' DEEP " NSW 0 O IN 3 _X ..: MARSTONS MILLs BARNSTADLE MA ��z = 6' DIAM. N z inoz z y SCALE: AS SHOWN: DATE: AP 28, 2020 -_ c�i S 1ts h c M/'� /fit = _� `r g' - 6" 4' - 10" holmes and mcgrath, inn. g TIMOTHYM S,ANTOS 078 civil engineers and land surveyors no.ivil CC - CC i PIT F R I WA 1 205 Worcester court suite a4•falmouth, ma•02540 �� �� TYPI CAL 500 GALLON LEACHING CH AM BAR 508-548-3564 Www.noimesandmcgrratth.com °FF QISTE� = NOT TO SCALE .. '�a SCALE: 1/2" = 1' (H-20 LOADING) DRAWN: PJR CHECKED: 6 : i P z E4 DA s NECK � ,� - CURRENT t\-2 9PP�C3D JOB NO: 220049 DWG. NO.: 8-6-17B SH 2 OF 2 � 00 00 m \ / \ \\/\ \\ 6x6 POSTS -TYP. 0 IN 00 FIRE PIT \ \ X / 97'-5" PATIO G 6x6 POST W A I - TYP. 0 > A6 LL W 24'-6'> 8,_0„ 3,_3 2" 8,- » 3'-3y2" 14'-7r "to13'-10" 3>_g3�4» 17'-7" W x OSTSH 6x6 POSTS 6x6 PO ITS A 1'-10y" (n LLI 0 7'-9" 8'-10" 4'-0" � E Q, � 'r. -73� " ri � 2'-1" 4'_1y2„ EQ. EQ. 4'-1y» A5 2 7'-0„ >Z In II II i II I II UP � 4:j - - -I I 0 IF_ �1 - -Ij I -II I -1F - If - 71 „ - 7 - -I I I I I I I I I I STONE TILP ON CONPRETEI I SLAB I O II on COMPACT GRAI�/EL II I a O O v �' __j1_ _ 1 0cpq O 0 ' o I—� J 6X6 POST + "' a. IN WAILL STEP c° % DW (3) AW 1 7I505 F (ABOVE) WINDOW 'SFAT MAIN DBL FD2 18 4 LAIR Al 7518 R i r w'N � GREAT� ROOM SINK _ WALL FDT2 1 6 FF (T ANSOM) I I D I o OVEN I `CATHEDRAL CEILING, N V BI "C" O bO I I ` I i c_n w qq EE-� BULK D ° I ( I °° o Q n ® n II IIca o CA1 7514E I I I I I I I I I I I I � z ul x I I I W x CA1 7514 L I I I DINING I SECONDARYNK I I I I I I Ico I _ . co z RAF. � LJ LJ 1 Ems-+ 0 0= I • I PANTRY KITCHEN I I °' `:► � �j 6X6 POST IN WALL I 2X4 BEARING WAL A8 _ ._.... WINE x Y I I RIFF. CD I 2-8x6-8 I t _ ....._.. N 6X6 POST IN WALL - _ _ - - - - 3-Ox6-8 1111 ,I 3-8x6-8„C.O. 2-8xC-8, I " » y2 2-6x6- , " I 1'-9 ' C 1 7511 `D - - - C1fFC 1414 LR- DISAPPEARING 13' Oy4' C.O. 5'-gy2„ 5 -9 5 -8 4 - - - 2 -7 7 -1 Q 10 I STAIRWAY I s ' "' ' - I _N - - -1 I I I I UP ��ti�� ao I 8 CEILINGW (0 , N co I I ¢ J _______� _ _ _ _ _L =====J _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ PWDR 2-sxs- o o rn VENT TO I • • �o I MASTER BEDROOM I too °N r - - - - - - - - - - - - - - - - - - - - — - - - - - - - - I = I x � FOYER `n EXTERIOR SD CD cov 1 a { — • • VE TO M N `°v — — — 2-6x6-8: cN I I I 0 SD CD EXTE - - - 2-Ox6- I I I 3 I ..._ — _ _ = r-1- - - - - - - -h I Q 0 o I M= 41 3-sxs-8 C.O. I II I MASTER BATH I I I I L I I I I I 2-4 6-8 SHELF N �_ I • °° , III i I Io P T. L - - - - -� ,°�' o o I HD 2-Ox - X6 POST IN WALL O+O i (I t I CLO N DEN/MEDIA ROOM 3,_12„ Of I I L J J _ . I I Im `2, m I LL _ i D LAUN NI = _ i� SINGLE ROD o I Y I _ i III All I I II I III I '-6'1 Q — — — — — — • II CA1 75 CA1 7516R Al(2)AW1 0707 A I J II HD AW A WMPERED TEMPEREDENERAL REQUIREMENTS: 3 CAR GARAGE i II W 8,_8y4» 0/2" 1 10'-234» (1) LAYER 5/8" TYPE "X" 7 � 1 ALL DIMENSIONS ARE TO FACE OF STUD — — — — — — — GWB on ALL SURFACES, "Q. A I l a = A UNLESS INDICATED OTHERWISE. 1 1 HOUR, PAINTED o o a I N A7 _ - - _ _ - - - J I A8 -.. 2 ALL EXTERIOR WALL FRAMING SHALL BE 2x6 L. • • 4'-103/4° 3'_Oy2„ 5'-g _I CTFC 1416LR CONSTRUCTION AND ALL INTERIOR WALL FRAMING I SD CD UP Y2 _ or SHALL BE 2x4 CONSTRUCTION UNLESS OTHERWISE o I v II c� m 1'-9y2" NOTED. I DRYER EXHAUST pI D I o 3 ALL WORK SHALL COMPLY WITH TM� ems m�r ao I I I cx Y TD 0421 x = VENTED TO EXTERIOR I I ' • I Na EF 2007 (A OVE) EQ. EQ. INTERNATIONAL RESIDENTIAL CODE 2009 AND 780 NO °E"Paw ro HMMORAICHM '� mMe m cm mass w of mn ws ems me II II °r-° STEP "' CMR MASSACHUSETTS STATE BUILDING CODE a IN,w OW M A MASSACHUSETTS AMENDMENTS TO THE " `01""'""NS M10`�USE FD2 1 1 LAR I II II I STEP A5 cO INTERNATIONAL BUILDING CODE 2009 (ONE AND I 4" CONCRETE GARAGE SLAB on 6" II II TWO FAMILY DWELLINGS) AND ALL LOCAL CODES, REVISIONS COMPACTED GRAVEL & 6MIL VAPOR II II11 REGULATIONS AND BY-LAWS. II PATIO II II II II I A6 � � DATE: DESCRIPTION i� — — — — — — — —1 BARRIER, SLOPE TO DRAIN TOWARDS 11 II II II 11 � 4 ALL WORKMANSHIP AND BUILDING MATERIALS OPENINGS II II II RELLIIIS Abb E 1I II I I COVERED ENTRY '� II II II II B " B SHALL MEET OR EXCEED RECOGNIZED INDUSTRY II II I II A9 ONE TILE ON 4 CONCRETE A9 d STANDARDS FOR EACH APPLICABLE TRADE. CA1 7514L CA1 7514LII 1I II II II II I II I n 6" COMPACTED GRAVEL x6 POSTS 5 REFER TO OTHER DRAWINGS AS PART OF 1I II II II I I II FIRST FLOOR PLAN (2,287 SF FINISHED SPACE) THIS SET FOR MORE DETAILED REQUIREMENTS REGARDING BUILDING MATERIALS, FOUNDATIONS - -11- -tl— — — I� — I — — —I� — rtl— — 1/4" = 1 '-O" AND STRUCTURAL DESIGN CRITERIA. ros NareER: U II II 6x6 POT II II II ii II 6x6 POSTS ® SMOKE DETECTOR 6 SMOKE DETECTORS, HEAT DETECTORS II II II UP SD AND CARBON MONOXIDE DETECTORS HAVE II II II II II �� • HEAT DETECTOR BEEN SHOWN ON THE PLANS TO COMPLY DATE: II II II I� HD WITH THE REQUIREMENTS OF 780 CMR • .CARBON MONOXIDE DETECTOR 3603.16 - FIRE PROTECTION SYSTEMS. OH'21-�7 CD HOWEVER THE ARCHITECT BEARS NO STQ,NE WALL. RESPONSIBILITY FOR THE DESIGN, FINAL 7'-6 8'-10y2" 5'-10" 3'-10y2" 6'_3" 3'-10y2'> PLACEMENT, OPERATION OR MAINTENANCE 7'-11 7'-11 4 -0" 2 PROCEDURES OF THE HOUSEHOLD FIRE 24'-6" 8'-0" 16'-5" 9'-11" 24'-7" 14'-0" WARNING SYSTEM. 97,-5" 7 ALL OPENINGS SHALL BE PROTECTED. A � o PROVIDE IMPACT RESISTANT WINDOWS AND DOORS AND/OR STRUCTURAL PANELS. M04 O N00 0) O Q O] r- N 00 E o O m X L.L LL_ cz �1 (n n n n n n n n n n n n n n n A o 00 II II II II II II II II II II II II II II I A6 Of CN 00 71 N o r, _`'' r CTFC I I I I I I I I I I I I D 4LR TEMPERE I I I I I I I I I I A5 Q) 0 U r BUILT IN � I WINDOW SEAT — — — — — — — — — — — — -- Q' a I SHELF HIGH � I — — — WINDOW r 2-6x6-8 I i� v I I BATH I W I I I - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - I I BEDROOM 2 '-53�41" l O W - - - - - - - - - I Zu • • 1 1 SD CD I I I W I I HIGH I to N = W WINDOW I co I I I U) Z I l i v I N 60"x 3 6 I U 16—Ox6-8 00 IN + I I I I I I 0 ° o ao DE�K I I I I I o I I OFF CE i t SD CD IIIII �IIII I�I1 IIIi1I 1 v3 �II� `i � N�°°» ® • �, y If NIDOwW BATH 0-1 6'-11" 6'-11-3y» II "2 5 — - - - - - - - - - III�II IIIII �WM DN 60 x42 N ' Z in x 4 -2 WN aq�wQ x�H w 5-01 6-8 ® � i I I I I W pq J I I I HIGH I I I I I I M co z l WINDOW (2) AW1 0707 A E—+ j ( I BEDROOM 1 OPEN i - - - - - - - - - —� j l I I I ( I TO BELOW I - - - - - - - - - - - - - - - A I I l i I 10'-23Y4„ A A I I I A HIGH I n N A7 A8 I A8 - - - - - WINDOW I Z l l i Z I �-- - - - - - - - - - - - - - - - Lo WINDOW SEAT O I I I I I I I I I BUILT IN- A5 J I I II II II L - - - JJ A LL. j I I I I I I I I I I I I I I I I I 4LR TEMPERED As 0 I I II II II II II II II Z I I I I f l I I I I I I I I Yl B F-- -- > B O L - - - - - - - - - - CA1 7512E CA1 7512R ------J II II II II II II II II II �49 A9 W L- - - - - - - - - - - - � _ _ __ �- - - - - ------ II II II II II II II II II II it II II II II II II II II — -ll— CIC - T- - -IT- — -}I- - - -la- - -tl— II 1j II II II II II II fi II II it II II II II II II II Ii fl II tI II II II II II �I II II II II II it II II II II II i� II II II �� i mw m mme m mm won= SAW CM=PROW RFAUIEIMM of WM MW 00 FEWMERN FM W aENapNs WOE m nE omai as smen ML am umm NORFM NIM1�AIm W6 BUN go W WE SU � SECOND FLOOR PLAN (837 SF FINISHED SPACE) Rao ��a«R PuwasE onER nwr as�uz 1 /4 1 —0 REVISIONS GENERAL REQUIREMENTS: NO °"'� °ESCR'Fn°" 1 ALL DIMENSIONS ARE TO FACE OF STUD 5 REFER TO OTHER DRAWINGS AS PART OF • SMOKE DETECTOR UNLESS INDICATED OTHERWISE. THIS SET FOR MORE DETAILED REQUIREMENTS SD REGARDING BUILDING MATERIALS, FOUNDATIONS • HEAT DETECTOR 2 ALL EXTERIOR WALL FRAMING SHALL BE 2x6 AND STRUCTURAL DESIGN CRITERIA. HD CONSTRUCTION AND ALL INTERIOR WALL FRAMING CARBON MONOXIDE DETECTOR SHALL BE 2x4 CONSTRUCTION UNLESS OTHERWISE 6 SMOKE DETECTORS, HEAT DETECTORS CD NOTED. AND CARBON MONOXIDE DETECTORS HAVE JOB NUMBER: BEEN SHOWN ON THE PLANS TO COMPLY 3 ALL WORK SHALL COMPLY WITH WITH THE REQUIREMENTS OF 780 CMR INTERNATIONAL RESIDENTIAL CODE 2009 AND 780 3603.16 — FIRE PROTECTION SYSTEMS. CMR MASSACHUSETTS STATE BUILDING CODE HOWEVER THE ARCHITECT BEARS NO DATE: MASSACHUSETTS AMENDMENTS TO THE RESPONSIBILITY FOR THE DESIGN, FINAL INTERNATIONAL BUILDING CODE 2009 (ONE AND PLACEMENT, OPERATION OR MAINTENANCE OS-21-17 TWO FAMILY DWELLINGS) AND ALL LOCAL CODES, PROCEDURES OF THE HOUSEHOLD FIRE REGULATIONS AND BY—LAWS. WARNING SYSTEM. 4 ALL WORKMANSHIP AND BUILDING MATERIALS 7 ALL OPENINGS SHALL BE PROTECTED. SHALL MEET OR EXCEED RECOGNIZED INDUSTRY PROVIDE IMPACT RESISTANT WINDOWS AND STANDARDS FOR EACH APPLICABLE TRADE. DOORS AND/OR STRUCTURAL PANELS. A � 1 � 1 / ul00 — '� 0 Q0) � 00 o O ul U " L° 1 1 ° 0,0 cr ao 3 '0 � 0 10" CONC. FILLED SONO TUBE OR , �� U a EQ. WITH 20" "BIG FOOT" FOOTING, N °'i � -•. MIN . 4'-0" BELOW FIN,. GRADE -TYP. 24'-6" 8'-0" 15'-1" 1,4 -7Y2 13 -10 3 -9Y2 1 •7'-7 W w O LL W x 10" CONC. FILLED SONG TUBE OR 8" CONCRETE FROST 0 'R EQ. WITH 20" "'BIG F0 ' FOOTING, WALL W/ 2" SHELF : W MIN . 4'-0" BELOW FIN, GRADE FOR STONE FACING 16"x 8"D 1'-4Y " D W -TYP. (2) #5 BARS CONCRETE FOOTING �' U) Z HORIZONTAL TOP & 11'-3Y�" A _ : BOTTOM. R I — - -- -- - ,. —— — — ' A6 O rA a, UNEXCAVATEDA5r- J__l - - - -- -- - - - - - - - - --� I I_I — 8" CONCRETE FROSTWALL 5�-4 I w I i SEE MANU. SPEC I -- -- - - - - - - - - - - - - --- - - - - -- - -I I - -J - - - c FOR BULKHEAD, W/(2) #5 I r - - - - - - - - - - - - - L BARS HORIZONTAL. TOP r BOTTOM. .�. 6'-0 3'-6" SEE MANU. SPEC FOR I I L -- - - - —— —— — —— —— - - - - UlTHER DETAILS w I I I I WOOD I Z H DROP TOP OF BILCO C I I I POST ABOVE I I _ Q o W WALL AT OPENING B H I I I ;� (TYPICAL) I I 24x12"D I I x _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I z l r- 3 -4 - I I CONCRETE FOOTING � I I z v o Io -- - - - - - - - - -- - - - - - - - - - - -II I I r I 8" CONCRETE FOUNDATION WALL W/ 00 NOTE 5 1/2" OFFSET ( — — — — — J ( I `° W I I HORIZONTAL STOP & OF GARAGE FOUNDATION I r o WALL TO MAIN HOUSE I I I I (BASEMENT SASH co BOTTOM. AREAWELL & STONE c a FOUNDATION WALL I I M I I d i I I j � I as rn LAL Y2COLUMN °' I I I I 1 V-6" 10'-11Y8" 10'-11" 10'-11Y4" TYPICAL (4)1 V-6" I I I i - - - � -- -) (- - _ -1 F I L - - - - - - - - - - -- - - - - - - - - - � ROP TOP OF I I I I I - - - -- - - - I — — I - - - - - - - - - WALL AT OPENING I I- - - - - - ILW — - - - - - - - - - - - - - - - - I - -$1—(TYPICAL) I I (3) 1-3/4"X 11-7/8" I I I L- - - - - - -- - - -. - - - - - -- - - - LVL L- -- � �- - - L- - - T I o Z BEAM POCKET 00, (DROPPED) WOOD Q POS ABOVE POST ABOVE I I I a N � I I ci Z � 1 — _ - - 30"x30"x15"DP CONCRETE r -I FOOTING w/(3)#4 BARS EACH _ 4" CONCRETE SLAB on 6" — — — — - WAY BOTTOM, TYPICAL (4) X a I ( I Q 000 COMPACTED GRAVEL & 6MIL VAPOR _t'�� ¢ I I 0 N UNEXCAVATED I I I BARRIER, PROVIDE CONTROL JOINTS — 10" CONCRETE I FOUNDATION WALL W/ Z tarn o, I I I I �. (2) #5 BARS WOOD HORIZONTAL TOP, , I I I O POST ABOVE BOTTOM. `� I I BASEMENT SASHILL I AREAW LL & STONE FOUNDATION NOTES: i _ _ — — — -" — — — — — —— L I I 1. ALL WORK SHALL COMPLY WITH THE ci DROP TOP OF I I (— I i i INTERNATIONAL RESIDENTIAL CODE 2009 AND WALL AT OPENING ALL MUNICIPALITY 78 CMR H N AN (TYPICAL) I I - - -n - - - ,r � — — � - - - - - - - r- - --- — — -- ------ -- - - - ORDINANCES AND IBY-LAWS. I- - - - - - : I 173T1-3/4 X 11-778 I I i I A I I I I A A I I —— — — — — L- — — LVL — — 5D CD UP I I I 6'_8 2„ A7 A8 4'-7" o I I A8 2. CONCRETE SHALL BE MINIMUM 3,000 PSI AT I 1 (FLUSH) 14RO 718 BASEMENT SASH L- - - -- - - - - - - - - - -� A7 I I I I I 28 DAYS OR AS SHOWN OTHERWISE. 3'-7" I AREAWELL & STONE 3. STEEL REINFORCING SHALL BE ROLLED 1 - '. I L — — — — —— — — — — — — — — — — — J BILLET STEEL CONFORMING TO ASTM A615, NOTE 5 1 2" OFFSET I I I 24x12 D _ I I / I I I •:`... I CONCRETE FOOTING I .``• I GRADE 60. cO I I OF GARAGE FOUNDATION I N WALL TO MAIN HOUSE I I RuDem I - -- -- - - --- � I �Mom ro�r _I I I — I 4. CONCRETE SHALL BEAR ON SUITABLE `o FOUNDATION WALL I I ;n I ON "" ' L _ -� f CONCRETE IN WATER OR ON FROZEN GROUND. UNDISTURBED EARTH DON L �„DW„m IV5. ROUGH OPENING SIZES FOR BASEMENT REVISIONS 20x10 D 8 CONCRETE I __ L — — — — —— — — —— — — — — — — —— —— SIMPSON STRONG-TIE HDU8 HOLDOWN DOORS, WINDOWS & VENTS TO BE VERIFIED BY CONCRETE FOOTING FOUNDATION WALL W I I I w/ S67/8x24 ANCHOR BOLT CONTRACTOR BEFORE POURING ANY CONCRETE, No. ��: I�+ (2) #5 BARS 8 -5Y2 I I rn HORIZONTAL TOP & IK. I B TYPICAL TYP. o BOTTOM. J I UNEXCAVATED A9 Ag 6. REST ALL FOOTINGS ON FIRM NATURAL L- — — — — — — — — — — — — — — — — — — — l —.- - - 4 -4Y2 16 x8 D 1 10 GRANULAR MATERIAL FREE FROM TOPSOIL, oCONCRETE FOOITING ,. -. . • ' ' _ __ _ 8" CONCRETE FROST 3'-p _ ORGANICS OR CLAY HAVING A MINIMUM SOIL — —— — — — — — — — — —— — — — WALL W/ 2" SHELF 'N �N N FARING CAPACITY OF 1 1 2 TONS PER —— — — — — — — — — — — — — — _ _ t_ —, _ I � SQUARE FOOT. MECHANICALLY COMPACT FOR STONE FACING I I SUBGRADE BEFORE FORMING FOOTINGS. roe riuMe�: ' I I (2) #5 BARS N �N HORIZONTAL TOP & 7. SLABS SHALL IN, i BOTTOM. i / FOUNDATION PLAN CONTROL JOINTS H HAVINGSA DEPTH OF AT IN, \ i 1 4 = 1 —0 LEAST 1/4 THE SLAB THICKNESS BUT NOT DATE: LESS THAN ONE INCH, AND JOINTS SHALL BE SD SMOKE DETECTOR Q$-21-�7 SPACED AT INTERVALS NOT MORE THAN 30 - ® HEAT DETECTOR FEET IN EACH DIRECTION AND SLABS NOT HD_ — RECTANGULAR IN SHAPE SHALL HAVE CONTROL 3'-6" 20'-10" 10' 10Y2" ® CARBON MONOXIDE DETECT R JOINTS ACROSS THE SLAB AT POINTS OF _4119'-11" 24'-7" CD 14'-0" ACCORDANCOFFSET, IF E FWITH 2O09FSET ERC•DS TEN FEET, AND IN 97'-5" 8. PROVIDE 5/8" DIA. ANCHOR BOLTS ® 48" A � 2 O.C. w/ 3%3"x1/4" PLATE WASHER I I