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HomeMy WebLinkAbout0125 ICE VALLEY ROAD - Health (2) 135 ICE VALLEY RQ-t9 Osterville A = . 096 - 017 � 1 � C __� I ---------------""-------'-1 r------------------------ i 1 r--------- -------' ; ' DMIDR DOOR ; r----------------' J POSSIBLE BEDEXEROOM/ SE y ; 1 - •-- a --- ———— 1DOT 0&5i 1 , 1 ROOM 1 I I 1 15'xl5'-6" pew � j 1 L 1 ' ' ----©---- ---©----= 1 1 1 , Y RIBOlARD orni OR DOOR 1 I I I , I • I 1 I i Close OFF poet FGAMERROOM MECHANICAL r:� FUTURE 27'x27'-6" a ; ROOM GATHERING,ROOM ; 1 I I jNO tlt4trljG '• , lfeW 28 x1 A . - ----------------� I , �---------------- -------------- 1 "' FUTURE i 1 --------------- ------------- ------ 1 - - 1 1 1 I FOR YfMl. ; I , , l_____1 _ _ _ _ __-_____ ___________ _____� ; I 1 ; ----------------J i ; PORCH ABDVE r------------------------------- ---------- SPACE FO . I 1 • ' � 1 ; R i ;. f - • ; ; WINE CELLAR P!os.,d 1 1 o ' FOUNDATION PLAN FUTURE FINISHED LIVING SPACE 1851.7 SQ.FT. I 1 1 I 1 1 1 I 1 1 , 1 1 I 1 1 1 I 1 1 1 1 1 , 1 1 1 1 ' �------' ---� 1 5=FOR i'OVERHEAD DOORI I Caw FOR r OVERHEAD DDOR `------------------------------------------------"------� - TOWN OF BARNSTABLE LOCATION t,,35 -- VAIIE Y VJ SEWAGE It A.0 170°7ol VILLAGE 6+eWJ4 p ASSESSOR'S MAP&PARCEL '1 INSTALLER'S%NAME&PHONE NO. mw&zgcrr-i SEPTIC TANK CAPACIITY LEACHING FACILITY:(type)f f,�j&V .`n Stu.. (size) ,fO'S"A 1 Z#00/3 NO.OF BEDROOMS 3� OWNER "�1'^c�� PERMIT DATE: 3)6-0 1 l7 COMPLIANCE DATE: �p I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili ) Feet FURNISHED BY r Al ' 2 M, ZT 2 A 40 No. Fee THE COMMONWEA r•I ASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppUtation for Voposal *pstrm Constr ttion VPrmit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location CAC dress r Lot NNoo.13 ! ��� V a � Owner's Name,Address,and Tel.No. Assessor's Map/Pa�rcel I .— �J �l� '���'�' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No,. Qi tAgj FxC&Y&-Uh Z_ �; Type of Building: Dwelling No.of Bedrooms � Lot Size a t� {7/�q.ft. Garbage Grinder( ) Other Type of Building L61 futl No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) / b 6 b gpd Design flow provided gpd Plan Date /; I-7 Number of sheets Revision Date Title Size of Septic Tank 10 U9J b Type of S.A.S. �-" SoFo (kAJKLt� fit /h d Description of Soil Nature of Repairs or Alterations(Answer when applicable) - Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f lth. S' ned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. (�'1 '—O Date Issued WIIASSACHUSETTS No. Fee THE COMMONWEA Entered in compute Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS a 01pptication for ]Disposal *pstrm Cottstr etiotr 3pPrntit' Application for��Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components 1 Location Address;o4L&No. 13,S (� V a 1Q. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 24 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No_. QUihH,J 1�xCavli T1,h iJofr`'h C�� c tj",- `.n►�- d62--qry Type of Building: Dwelling No.of Bedrooms CJ Lot Size _ �' .ft. Garbage Grinder( ) Other Type of Building 1(it C k No.of Persons Shover ( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd' Design provided rovided �Jf� j Plan Date d�, ]-] tz . , Number of sheets I Revision Dat Title c. 4S. 1 .�• •� k= e: Fl /1:1� ` s VIC � fF� r#•�' ,1�.�r'' rt ����lt Size of Septic Tank lab H) b Type of S.A.S:' S' Sao ga/_ Description of Soil b aWLAX QQ JdVd , Nature of Repairs or Alterations(Answer when applicable) N{ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of i Compliance has been issued by this Board of H a th. -7)zo -7 Si ed Dace Application Approved by~ Date _7�f �� Application Disapproved by Date for the following reasons J Permit No., (3 a� �` Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance THIS IS TO CE TIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by ��fn K S r X/4 V 611 r at ? _ /} has been constructed in accordance I l with the provisions of Title 5 and the fo Disposal System Construction Permit No.�/7'6 -�ated / o Ij Installer_ � Designer — #bedrooms _ L Approved design flow ,�� gpd The issuance of this permit shall not be co'strued as a guarantee that the system will ction as dsigne . Date �„ ���` 7 Inspector ---------------------------------------------------- No. --G�� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal bpstem. Construction j3Prmit Permission is hereby granted to Construct( ) Repair( '') ; Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant 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. Date ��. Approved by / '7 03'3 Town of Barnstable, nstablle, P�d�sw�r Regulatory Services 4 s�xxsresr , Thomas F.Geller,Director �$ MASS& Public.Health Division Thomas McKean,Kean,Director 200 Maia.Street,Hyannis,MA 026071 Office: 508-862-4644 Fax: 6M.790-6304. Installer& Designer Certification Form Z . ]fD�teo. �D Sewage]�sirDIlnit# ssessor's Map\P arc 9W7- Desiguer: 4-OW.o. C-Q oe F (6&., iusta-Hero � I !J q Address: ! ���^ '�� Address On. was issued a permit to install a (date) (installer) septic system at C2 Va��� Mom( based on a.design drawn by (address) 1&/1 t Q LS dated J d 0-(A- 1°FP a i I certify that the septic system referenced above was installed substantially according to the design, which may include:minor ap. roved changes s}�ch. as lateral relocation of the distribution box and/or septic tank: a �w1/f aka- I certify that the se tie system referenced above was installed with major changes (i.e., greate an 10' e al relocation of the.SAS or any vertical relocation of any:coinponeitt f septic sy to but'in accordance with State &.Local Regulations. Plan revision or ee ed as-b ` t b designer to follow. L� SN OF MasSq�yG DANIEL& N OJALA. stall.er's Sig atuue) " CIVIL ^ No:46502 C/STEM SS�ONAL Ea (Designer's Signature) (Affix Designer's Stamp.Here) ]PLEASE RETURN TO :BARNSTABL E (PUBLIC HEALTH ]DM81[0N. CERTIFICATE . O COMPLLANCE WILL NOT BE ISSUE ID UNTIL BOTH THIS FORM AND AS-BUILT CARD A RECEIVED BY THE BARNSTABLE PUBLIC REALTH(DIVISION THANKYOU Q:Health/Septic/Designer Certification Form 3-26-04.doe INVERT ELEVATIONS / NEAR RSE 23.56 TANK IN 23.53 • / TANK OUT 23.28, ��^•o° // D BOX IN 21.24 � h h D BOX OUT 21.07 - / CHAMBER IN 19.65 / :0, / °' l O ���j/ ?3• EXISTING / FOUNDATION TOF / WALKOUT = 25.7 / / JOB ##17-033A AS BUILT SEPTIC SYSTEM PLAN PREPARED FOR: LOCATION : 135 ICE VALLEY.ROAD PLYMOUTH DEVELOPMENT OSTERVILLE, MASS. PROPERTIES LL C SCALE 1"` = 30' DATE JULY 9, 2018 REFERENCE: ASSESS. MAP 96 PARCEL '17-1 yyk3�jN qr MAs. off. 508-362-4541 �0�' DAN11 IEL yGtj fox 508-362-9880 p rLR c u down cape engineering, inc. No.40980 CIVIL ENGINEERS oFEs \0: LAND SURVEYORS osu 939 main st. yarmouth, ma 02675 DATE DANIEL A. OJALA P.L.S, P:E:: ,r w sa yr • r r' a a+w ro w - --------� ! I j j BEDROOM - kS BEDROOM j= ---TYftTS"--'-- O 12'x12'-8' j iii f s r-r II i i aa�= r s� rr r RA j b +T�_ row ; w ® 8 1 aoma Ul CLA BATH yr j ! j LOFT BEDROOM I ! b 10'-2'x13'-8' + DORM FAM I- Lk_ - am 10 ' f ! ELVES j. j I I ra w r-a w ro w ' \ -r ro IN a+r ra yr rae yr ' . ROOM f `* 516.$ SOFT. 4, 4 SEeGNP FLOOR PLAN ' r ,rLL 1113.2 SQ. SECOND FLOOR LMNG AREA J" 507.2 SQ. BONUS ROOM I , r M Ir IV w If r r9IJ I I Ir r as aK r-e IN ar re © p -- -- ----------- IL (D Q DECK I I A a FAMILY # ROOM ------------- PORCH -------------- --------- '�i ® II COVED MASTER � _-'4"' _ ® BEDROOM j 19'x1S' j - DINING © AREA16 'e „ E ITCHE 2 k .m+'r. 2 f. I 1S'-2'x15 i - - - MUD ' ROOM u r+v= $ NEW -- ---- J � �- STUDY 3fEl 2 10'x10'-8' s �w d I COVERED seas w-4 w j 2 K is PORCH �To ® j axs i j ra w COVERED I. PORCHPDR • I ® COVERED SLOOP ® r _SIM M I I 1) I = r r GARAGE III III III II F FL.w MOM OOR PLAN r---------1 r---------1 FIRST FLOOR LIVING AREA 1 I SECOND FLOOR LIVING AREA EA BONUS ROOM . Q.FT TOTAL CONDITIONED LIVING AREA I I I I 816 SQ.FT. GARAGE ---__------,-- r +r r or Town of Barnstable x# /S a 44P Department of Health,Safety,and Environmental Services �► Public Health Division Date °Z-2 / Sk 3.67 Main Strect,Hyannis MA 02601 exaNaraera, % M rEn Hutt" Date Scheduled 37 Time _ Fee Pd. /00.d ra a Soil Suitability Assessment for Sewage ,Disposal Performed By: Witnessed By: �, iN. �7"n e2 f4b.+ fEipJ .; yti Location Address s !: •�O�vne•• ce r's•Nnme•• Address Assessor's Map/Parcel: Engineer's Name 0 tit L NEW CONSTRUCTION/ REPAIR Telephone# 10e ,34 d, —qJ Land Use Slopes 5�` � v Surface Stones (%) AW- Distancesfirom: Open Water Body !222 R Possible Wet Area q60 *R Drinking Water Well 11�col ft Drainage Way 6G + R Property Line It Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) I �� (�C Depth to Bedrock Depth to Groundwater: Standing Water In hole: Weeping from Pit Pace Estimated Seasonal High Groundwater 1 •�yyyyttyy�hyyyy��••yy��y��yy � � :.:rrY•.. %' :'::;i!...,,,.„.......,,...,,,':':';:: ;....:....:....:::?:::5;;:+.;:;:;•:•:•s:;;o-:xca:;.. isSE:;:;+;:;;:`�::::G<::;:.;:.:;�:•lA1`]81::'.l'JL[1.K11� '•. .. ;.:•.•..tt:;yy.:i::y'y?. .y1y» ':.. .;y�y: :. >:.iy��.yy.�y�.y.. rr:: 'o::.: .. :.:.::• ::y•y::.>: ::::.:::u:•.�:«.::.::.::;.::.>: Method Used: �•:.:•::::::::.::..... . Depth Observed standing in obs.hole: in. Depth to idif mottles: in. Depth to weeping from side of obs.hole: In. Groundwater Adjustment n, Index Well#___•__ -Reading Date: Index Well level.---- Ad.).factor Adj.Groundwater Level T .:Y :.L RC S ..:... lit" Observation Hole# Time at 9" Depth of Pere ( (s Time at 6" Start Pre-soak Time© �t`6 Time(9"-6") 011 End Pre-soak / Rate Min./Inch C.-Z Aedi'7 -t Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) _ Original: Public Hcallh Division Copy: Applicant Observation Hole Data To Be,Completed on Bacic > t: y •oi Depth from, Soil Horizon Soil Texture Soil Color Soi Surface(ln.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) 10( A �� _ 36 60 Iy. le ...:.............. .o �.,#....... ........::.:.::..�::.: :.:.::.�.�:::.:: :.::>:.Y . .di Depth from Soil Horizon .Soil Tcxturc Soil Color Soll Olhcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. oGravel) 04 �-5 10 9( i .. <.;:.:�»:::>:.>;>:.;;t::•::r:;:.5'::;:5:;:5:::.•:;.;;•:;•::y::;.;r:::::�:,.;:::::..>:..:.::.:�.;a;:::>;:,•:s:`.::;,::v:•k•::+;::>:�:.::,JjS:::�:::.o::.::..:.;•:.: 0',':�.....:::,.. Gtller Depth from Soil Horizon Soil Texture Soil Col r S Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes, Consistencv.% ZO if Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones,Boulderes. Consistencv.%Gravel) —S� L ow ft/ Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Lt Yes AS, Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious ma.�terial 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 I certify that on 5&�b (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. o Signature Date 5 Town of Barnstable P# /S a�� Department of Health,Safety,and Environmental Services (p oFIm Public Health Division Date a / 367 Main Street,Hyannis MA 02601 f f S BAIWBTAB[$ M . rasp. � p,. rE t Date Scheduled 3 Time ✓I Fee Pd. /00.d d �y Y Soil Suitability Assessment for Sewage Disposal Performed By: I Witnessed By: 11V >` >.,.•,�,y,:;.,..y.:.,..,:.>.•�.::: :...:.:,+; ,,, ............ ::::. ;:;:: .Z ..;...;...•:,< ii! Eii<E !!iiiii; ''[Eiii;ii>Eii' :::>:;:rr:•it>:ts::;::::;::::::;<;;:; } Location Address J—Ce V4u/CX 0 Owner's Name Vt a Address n Assessor's Map/Parcel: nll Engineer's Name �#Q , NEW CONSTRUCTION REPAIR Telephone# rae 34.1 7, _ 5 = Land Use V Slopes(%) 'd Surface Stones Distances from: Open Water Body ft Possible Wet Area. ft Drinking Water Well 1�co1 ft Drainage Way �G { ft Property Line 40+ft Other It SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) t l� V 4-Y Z, ' 1 l Parent material(geologic) I tl Ql Depth to Bedrock���� " Depth to Groundwater: Standing Water in Hole: Weeping from Pit pace Estimated Seasonal High Groundwater ............• .Nip . . Depth Observed slandingin 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 Arlj.factor Adj.Groundwater Level :#;::;•{.•...:•�?`e3 %'Siriil'':i:� '•:<�: '`:%':<2i1:: ?>Piyiii•,`: ,•'•iii! iii't?` ;: Observation ' Hole# '' Time at 9" Depth of Pere t. t� Time at 6" Start Pre-soak Time© Vl°e I't%`Z . Time(9".6") End Pre-soak RateMin./lnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) ' Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant F ............. ...... .......... ............................................... S IT ........... Depth from, Sail Horizon Soil Texture Soil Color Soil Other Surface (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consostency.%Gravel) a- Z ,� Ls �ot�r� s � 1Z-54 b5 to LA C'M ............ ............ MOP ............ ................... Depth from Soil Horizon Soil Texture Soil Color Soil::::.:: ol Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) 0 -19 9( �5 '-5iy � q 1(5, XON' Depth from Soil Horizon Soil Texture Soil Color Soil G1her Surface(in.) (N-lunsell) Mottling (Structure,Stones.Boulderes. Consistencv.%Gravel) if Soil Color ,: Soil... ... .. `;:II ... ....... WERE . Depth from Soil orizon Sol Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) (oil g 511 )71-511 -G ts) low 4 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No a Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious aerial 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? 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O I A'St IDEE U N ' CUBBIES i I I C ® C s i s•-e 1/- 12'-z;z/,• f.l' COVERED ; I I I I PDR � PORCH r I I I >_ m 51EE1 INSDIAlEOI 1 I RM m . I BENCH U ❑❑ R3 CQ P CEl E- C -_______-__ "�' H I _ ________________________ W A W COVERED STOOP r ❑ i I 0 O �D STEPS TO RADE I 0.,'"� P-I I I a p.- I L--- ----- -----' J-1 1/2 0 T-11/2- S-1.1/2' 5'-,0 1-2- 4 a �I w I W W �] I I }• , 20' 6' H N A GARAGE B E A 124 w w 4'CONCRE[E SLAB,SLOPED oy I �FIRST FLOOR PLAN 5 ---------, -------- a cow I I 2191.8 SQ.FT. FIRST FLOOR LIVING AREA pr E_ I I I I 1113.2 SQ.FT. SECOND FLOOR LIVING AREA O I I I 519.2 SQ.FT. BONUS ROOM I I I I I I j 3824.2 SQ.FT. TOTAL CONDITIONED LIVING AREA J I I I 789.E SQ.FT. GARAGE ��PL0Fryg9c� 9'x8'GARAGE DOOR 9k8•GARAGE DOOR -------------- ------------------ JOHN G�'n o ------- ------ ---- •�' CliLYEA '� Li 2E• �v SPINK �' �— N0.30097 V) SSIONA& z c� 3 0 o > I N II _ 7 � I � Y � U d Lli Y Lj Q co lo• ls• 25•-1 I/z• 3 U Z2 0 1n o I ------- ---------- - o LIB I I I 1 o��wo I p� a=--oor EEE8r+A/M1E IIEGQP.TOE srAo— ; may' i i ; o .o wq j 1 I 1 QDQo p - LL=�m HB aH;WL---------------------- ------------- ------------- - 0���. .EotJ2 i I O I tnZlurc9�ia31n¢ _GpT;0ECGP:110E„ :0EC6,9n'A6E BfISi— 12'-8 1/4' I 12'-9 3/4' � I I I I 1 0 I 1 I i I I I I I I I I —9PY.C1TAP:M BF.W— —OPr..RECWU110E BEa19—^ BEDROOM - BEDROOM I _______________________ 1Z'zT5`- � n I �._5 1/a ------ -------`aeu'N - 12x12•-6 O e iues ov` i O m e•-4• oIL ; v ^ \ - M I = BA ? 0 •� WALK-IN r 2 1 „5 3' m]-6 1/2' 8•-2]/4'CLOSET - 1 B F�l266R i En Q I U S I I"11 _ _ 1 I••L7 N 10'-2 3/4• r i 3'SH CLOSET LIN.CLO. BATH i- x�11 w 1 03 I O CLOSET C � w ul a; n7 _ J ,c0 n 1 E- AV 24i L 01 6 '—B ]'—Il 1/2'LOFT _ o g DROOM i ; _ a O Is•-s• gg 1 J' 1 '-6" + DORME ----------------J 1N-� ELE-- t U= r - ------------------7- EAVES o 1 RAILING O f 1 E-,M OPEN TO BELOW r L) 1 i I 1 1 �IGPfD 1 1 Jo" 1—P. SLOPm , I SwPm 1 OPEN 70 , , 1 4Nc I 1 CpuNG MUNG I CLUNG 0 !'-2'wcN Iu1 5'12'Nlcx w 1 � m r_____________- LEDGE I I BATH �668 �+ ; 16VES i i EAVES EAVES i I D ' I \ C 1 I - 4'x3'SHR 1 I , E-� ``� g I .I I I ' S'_9 1/4• I 6'-5 1/2. I 5'-e I/4• _ ; W Q m � ' 1 INSULATE i I i ; N �� I "(„) Q ACCESS I O I O 1/4" `�'-11' I I I w I ,� 1 L___ ]/4" 2'-7]/4" /a" /4" C/) W V) ________LJ i ________.sue___-____ .y,.________ ___ w W d 5'-3 t 2" Q N I ©' PONUS x w ROOM 0 o I IY �' 519.1 SQFT. i i r A, a a SECOND FLOOR PLAN o I I i i 1113.2 SQ.FT. SECOND FLOOR LIVING AREA 1SKOF'�9Ss9C 519.2 SQ.FT. BONUS ROOM 'yG JOHN s O o CULVER SI]INK Z I I I 16'L1' I 4'-11 1/2' 1 I , I } IL Q I NO.30091 w o z d --------------------------- J L 3 ] A�o�s 10NhLElyG��v a La o 0 Q n c o > I ff2X6 STUD WALL w/SHOE o - &DOUBLE TOP PLATE GO RED CEDAR SHINGLES Lo II R21 INSULATION Z'CDX PLYWOOD 3 8'DROP IN TOP OF CONCRETE ELEV. 8' DROP IN TOP OF CONCRETE ELEV. B'DROP IN TOP OF CONCRETE ELEV. I Y SHEATHING w/TYVEK lo' 16' 'D 15' 13' C] U OR SIM.HOUSE WRAP p 0_ PLYWOOD SUBFLOOR $ 5 1'-B 3/4' 6' a'-2 1/4' 3'-9' l'-8" J m 2z10 RIM JOIST FULL DROP Q N Q N T.O.C. 2x10 JOISTS ------------- ------ - ELEVATION (2)2x6 P.T.SILL 1 m -_r r. ___ ______ _______________ N w/SILL SEAL R30 INSULATION r----------------- 1 w 1 1 I ry 1 ' I E ____-_ T _.10"CONCRETE WALL O.C. I 111I opa3~U�yw4 _ p¢og�b w w &WITHIN 12"OF ALL CORNERS 4P10"ANCHOR BOLTS O 6 9-LIGHT 9� �W FIN.GRADE MIN.9" BELOW SLL ---______ -______ STEEL INSULATED i �a oU i� DAMP-PROOF COATING 4"CONCRETE SLAB I 1 Y I I 1 I i 3�rc BELOW GRADE •' � � I I I C 0. m o O I I OW9 p 10"z20"FOOTING ..'. _ _ r ______--_ _ _ wt9� w/2z4 KEYWAY 1. j' 1 I 1 $EDGE O B I j m 3 3 '� I I I I 1 F ORC A 1 y 2x6 FRAMED WALL i 1 Nww�o � z •r..•_ 'I = j I I ABOVE CONCRETE FOUNDATION WALL I -ow'oaEoocoi I � � j � 1 � 1 � ta�iazcpia3vti¢ I tl 7'-10 5/8' 7'-10 FOUNDATION DETAIL __________ s I _ r 1 _ 1 I 2-1.75'z16'LVLS lyJ_gEAA1 I 1 LVL BEAM I 1 STEEL BEAM -—-—-—- -I 1 F� Q 2-�1.75 zl6 LVLs I J Lo N IJ 2J1.75'zl6'LVLs L.___ I NOTES: L_ _ s_______________________y OJ, 16 WF 77 0 ASSUMED SOIL BEARING PRESSURE OF 2000 PSF j I RO ry+ ---- +rGq +rGq >\e+ C +s q ALL CONC.TO BEAR ON SUITABLE MATERIAL PER I 7 I O m CONTRACTOR,PER SITE CONDITIONS R I 1 1 I & a CONCRETE COMPRESSIVE STRENGTH O 28 DAYS TO BE 3000 PSI(3500 PSI O GARAGE) EXTEND FROST WALLS&FOOTINGS BELOW 1 i 0 Ly z I I 1�1 W FROST UNE(4'MIN. BELOW GRADE) I u F .cpi I BACKFILL ONLY AFTER IST FLR.FRAMING IS IN PLACE 1 1 i csw i iR•' od oa FIREPROOFING NOTE: 1 ANY COMPOSITE OR STEEL COMPONENT i r W a n to i 0Z-A OV-9 IN BASEMENT OR GARAGE TO BE i (3 I� i �5."1 � FIREPROOFED TO CODE.�?o I� ".0 Sq -'Va _VO 0. I "iJ.i•• n�o r______________ _J 1 I� o rn o iTT71CK STAR FOR m a W 4-6' ------------- ------'------------------- ------ ------ yL.� a '5L -------- --7WUL s 2-758 "LVLs 2--1-L7j�/MLVL. E-.F>oQ d 1 ____ _ 4- _-____—rt=g I 00 r- r---- 1 I -+ _ _ I I I I `------' • i 1 I I 1 THICKEN SLAB I I 1 I-W-AL-L- L FORTING _ _ _______ __ ____ __________y __� ----------.J I I1I I 1 e PORCH ABOVE I I � (, — I I 5 1 N 1 I I I 1 I m I I -'-----'' I ' I I I 1 GRADE i L_________ 1 I I m L____________ J ________________ I O I I 1 I PORCH ABOVE � H #5 0 18'ON CENTER j 1 W A co W/DOWELS TO MATCH i O PORCH ABOVE O �5 U 20. a I4 as 5 012•O.C. FOUNDATION PLAN > W u) 2-$5 CONTINUOUS(TOP&BOTTOM) 2-#5 CONTINUOUS(BOTTOM) i I n=1 •7Q' I I I NOTES- E,a W NOTE:REINFORCING SHOWN IS REQUIRED I I - CONCRETE WALLS(MAIN HOUSE)10'x10' W/ �O L) 0 ALL CONCRETE WALLS GREATER THAN j j I 20"x10'CONTINUOUS KEYED FOOTINGS Q f24 a 8'-0' HEIGHT I I I I (Dy 1 I I I ANCHOR BOLTS FOR 2 2X6 SILL .�-� LTD ALL I I 1 I ALL WALLS R b'D.C. y+ Co a+ I I I BASEMENT CEILING TO HE INSULATE➢ a .--i E-I I I W/R30 FIBERGLASS HATT INSULATION rn REINFORCING DETAIL 4'CONCRETE SLAB FLOOR(SLOPED R GARAGE) 0 I 1 I CONCRETE TO BE DAMP-PROOFED BELOW GRADE,DE,EXTERIOR I LOCAL BUILDING DEPARTMENT SHALL INSPECT T7 OF z I I I EXCAVATION PRIOR TO CONSTRUCTION p �F1s Q 1 I I OF FOOTINGS 6 WALLS,AND AT OTHER L ________________ __________________________ INTERVALS IN ACCORDANCE WITH ,tG 1 --J 1 LOCAL STANDARD PRACTICE -! I BLOCK FOR 9'OVERHEAD DOOR BLOCK FOR 9'OVERHEAD DOOR 1 z 1 ANY WOOD FRAMING MEMBER IN DIRECT _________ I I JOIIN ---- ------------------- ---- CONTACT WITH MASONRY SURFACES CULYER 1\ _2 SHALL BE PRESSURE-TREATED O $PINK ~ CONTRACTOR 6 OWNER MUST VERIFY ALL 2'-3" 8'-6' 24_6' g'-6' 2'-3• SIZES AND MEASUREMENTS AND MUST MEET N"O.r 197 Nam) ALL STATE 6 LOCAL BUILDING CODES z 26' A�O,p GISTER a 00 jONALE�� 61'-6' _ o z n � 3 0 n _ I 10' I6• 12• I6' 13' N II Lo T \ Y OL U a 1i } ' c vl o I , I 0 0 0 o d O ' oFz�Vti I 2 rzmo~3 i�¢� oo I P. 2z JOI I G G I �bl�PiN�wcoiG�� w 'oo I FO PO CH I I , CKi'-..K3in6 I w w e 2-1 5"z 6' L Ls 2 .75 16 VLs TEE BI 0 o 16 F I QWA�►�µW�TH�aWVLy-./ u 0o® ® LiOU o O O 7E? O z Z �¢Us o0 Cas0TNM_� x4 V0 O 2- 6' V sLN Z O ^] WnM� 3 N w i d STAIRWAY m ' ' < d OPENING I SI 9'-6 1/2' ; 1 O .. o� L- - 'c o - Q~ _ CLEAR m Wo 1 1• I v�i G � `y'I V I w 1 wb z w ryl d L P.T.I�-81- ® OISiFORP f+ F+ z �" U O a xx w � wrn wW a � FIRST FLOOR FRAMING Q w � o ua � a In > x a coF w ul 0 OF,i1gs�9 JOHN Q o CULYER a o a 29• SPINK NO.3W97 En � z A�ac �CISTER`U��wQ4 "' X 91•-B• `rsIONhLEl1� � L` a 0 O Z O 0 Ic m o > 1 DO II N d i Y p U 27• —I DO °pe+oN eog.ti�, o L) DO o p--_-1.75•x.2s' VLs--e°Sry1 r- --------------------------- � b�� I y, m 1 i 1 O I �Uw<j�WW 0 I n j Y'izoN�w .8 taw I w I �m03t3 � ® ♦ L____________________________ _________________J i �z�z_OBZ7`W_WzU[jjO-T+ -----9'SLIDE o I �wrcw0 �rc z 1.7"x11875 L i tawa ctazH FLS- AMD L � I i Y I:' 0 P. 2. J01 i C. o O SJR� FO PO CH O g ; j I I R~PJ d+ 1 ZSOS Z �0 2-1.75"zt6'LVL. y�so� 2-1 5'x 6' Ls 3 1.7 11 75"LVL W 3- 75" 1.8 L,s m W a z -- - - - -- -- - US ED LV FL H AM Ilm _ _ _ O ✓ p8 1 I O U y 1 — iEl I < N r�, U - F'- _ I W -� I I N c - - m 1 I.Z]W gg m W � Z O O o W I W Z I W I I a Q Ilaw CLEAR ; Q w •\ IL Ey I I I 1�' a s L _ __ _ h _ ''' 7 .75 11. S ; �Jr l••) E"I °D E- N IST z -� +6 +s I STAIRWAY ITI o OR 6 C O qq N ` N OPENING Qn g i i ON T F�+1 `gyp x12 6EA FL H +6 0_ 1 W OI I }'-tt• I 1 o d Z�7 a IES n I I I I I H n N 12-2 a 1 N I I 5 ENGI EER D J STS 6' Go OR DW ORM R AJ ITI I 1 i I NI N o 1 I i ; 8E CH N - - - z _________ I ______________Wz'-____________ + r. c i i OR OR _ - 12 EAA1 i P. a P4 U e I I-a U j �-------------------------------------____ ___J ✓ w [c] o A P4 > !r 1 I } t 201 E--I W W F— S EL I A C)f4 `..'I I� 12 WF 6 ; Co a W I i Ra U) SECOND FLOOR FRAMING OF�19p9 o z 'ol 0 J I I I " I IOHN � CULYEA y o cD - 2 1 3 4 xl 7 8 LVL- - 1 3 4 Xi 1 8 LVLs I SPINK 1-1-- ------_ z ------------------------ -------------- -� N0.30097 M 0 a LLJ O CIS'fE o z 0 o N II 1 � Y p U a J } zs'-r 3 U SHED DORMER o t3 ,'d. �o o� a0�miw =mot 90 J a €a �� +sy tawaa asH I I i o a m Wa 1 w 1 _____ ___ _ 2-1.75"z9.25"LVLs _ LV U_S— AM D _ _ _ I �+6 -----� M —.7 z9.5"LVLA —, 5 9. O� b J O i J St O \ N Wes „ C/) E. W W o x x A 9 s R F4 F_ '_pp a _ LV F US AM D 141—.�;'xl 25 L\ >< 25 l 1.5" .2 I I I JQ Q I I �I 1 11 II I I ) II I I jl a ii Ul A W I I p U 0 x .a ?� W a i W� � A a 9 >� I W f=1 o p a Lo a cow o I I I ; 2z8 COLIARTIES® 16"D.D. ; ATTIC FLOOR FRAMING 1 tiTl3 OF M,A cl:f z S91� o JOHN I o CULVER y v z SPIIQK M I NO.30097 F- a A'pO,p�FCI STB4F� w� c FSSIONXL ECG o z 0 n 25-7" C O > I SHED DORMER � � Y p U a � a m 3 U IY O N in O eO+j 2 QOSS'�(Ob+6 o w I uwi QO ry 13' ics s ���w�aao3 -- =i - 2x1;6�AFT�k3 1€�bL`. 2z10 RAFTERS® 16" .c. �oiw 2x110IRAF`ERS O 16"0 A} 10 RAFTERS O 1kf O. wo�z 9'=>� aaa 0 0 li ' Imw " I I wWU�I�O��z PITCH C N E r l F"z 11 i i I-^on3°�'f o9oo T�IS CaZSaau u1a - I 2y1 Js zit.7s" VLs I I I , I C^ � ,FL SM- D L E 10, I I 11 1 1 - I I 13 O II m- �] I I II j ( 1 ti i ♦ i 90 _ 1((h'l^�Yill. 1.7 x11 375,L Z O r a , I II • I 1 O� � OS � �� ram, I 1 I j N 2 R GE / GE I& I I I, I 4 ?s �i) r y.a 1♦ 0 �+ I I I 11,40or W Rio E V I I ti I I I I 11 1.711 5 vL o I0 t - W W v A= 4 I 60 I V w n x !� o ID IDNT I 11 O 0 ' , II it♦ x 1 - 1 1 II I ; II•-r�-yl . I 1 ?` I,r-, rr--II-1� -- - -- -- - - - B - - - - t 2 2. I I I j II OVkR- I ♦ �.F i I J u I IIi F� J II rcl I I I I I I II� � I � z w ry+ III IIIII �+II III 111 � I I II I II 4 r 1 I I I 1 11 1 I w I I I I I P III - IIIII II III � IIII I I ♦ � - i I ♦ `r+� ( III _ IIII Ij Ijlll - III E O 1In tiE- E- N 2x8 COLL kRTIES L----------, ♦♦• I �I\ �J. III x IIIII Ij Ipp - III z A W RL'10 RS mill O.0 O Imo. I 1 Irc In Ilia II 01 a IOI I a s '�"I I ® L I I2x10 RAFTERS® 16'O.y. 2z 10 RAFTERS® 16 O.C!__ _ __ __ _ __ _ _ _ _- I .4 ♦( II IL----------- 1 ________Ji Q dii I ry I I xi W 1 1.7 x11 75'LVLs O U R GE / GE I I 2'-7 J/+' 2'-7 J/+" 2'-7]/+" 2'-7 3/4" a O ? 0, S I I I 1B' I 6'-3 1/2" x'-7" S'-J 1/2' 2'-10 1/4" a In a p " ROOF FRAMING �" ~ m O 1 a I " I ALL RIDGES TO BE 2x12 UNLESS OTHERWISE SPECIFIED PtiZgOFgss Z ALL HIP AND VALLEY RAFTERS TO BE 2x12 UNLESS OTHERWISE SPECIFIED 9�yG IY ALL RAFTERS TO BE 2xlOs @ 16" O.C. FOR SPANS II „ UP T0JOHN 0- ALL RAFTERS TO BE 2x10s © 12" O.C. FOR SPANS 74'1 TO 20'-0" o� CULVER ^ o0 2x10 RAFTERS O 16"O.C. 2z10 RAFTERS® 16•G.C. v SPINK --------------------g_--- ziW1-B---------------------J e N0.3009'? n Of LVL HEAD R BELOQ AO ,r �� 'CCI� W �L ro �SSIONAL J' IV 26' z ' a I. LVL RIDGE WITH RIDGE VENT / 2x10 RAFTERS 0 12"O.C. >_ iDO 1 6 CO A ES 12 242 RIDGE WITH RIDGE VENT N Y 112 2 16"O.C.x12z10 RAFTERS 0H12"O.0 0 RAFTERS 0 6"D.C. II 11 II II II p II II L' 0I- \ U 518" YWOOD SHEATHING 38 INSULATION Ij Ij II II II II II II U' Q m ASPHALT SHINGLES ARCHITECTURAL STYLE �/��� II Ij 11 jl jl II " R38 INSULATION in LVLy/ II II II II IL I II Ij II jl Ih2 0 _ 0 N FL/ II I III jIjI 12�I 2x8 TIES R38 INSULATION I II I 16'D.C. o .ri I vwi 2xlO JOISTS 0 12"O.C. IL IL II II b� 8"FASCIA j ' II 11 II jl I� I� II W ~ W 12"VENTED SOFFIT 12 a0 I I II II I It ® IHURRICANE STRAPS 121 � - :I III II BONUS O ALL WALL/ROOF �� 8"RAKE PROJEC11ON I F m SCONNECTION ROOM ,DEDROOM �� 0 � 1 j 0� 92 5/8"2.6 STUDS 0 16"O.C. II I 3 4"PLYWD SUBFLR R30 INSULATION (o w_92 SHOE&DOUBLE TOP PLATE t 9 p R21 INSULATION 37'-0 L 12 F m33ZG / INSULATION 5 2z10 JOISTS 16"¢G! _—STEEL BEAM W/2z6 NAILERvi Nmw 3 4" L SUB 3 eL�V/D SUB�LR' I^ o f 3-202 BEAM FLUSH-FRAMC-0,LVLs _ HURRICANE STRAPS ~� U0oyr,130 ENGINEERED JOISTS OI 6"O.C. I ENGI EERED ISIS 0 16"O.C. 6X12 BEAM 0 ALL WALL/ROOF rJ �zxaL7o- iu 1"RIGID FOAM INSULATION CONNECTIONS rJ tawarcoas�n¢ 1/2"PLYWOOD SHEATHING I I L, `� 11 1/2"PLYWOOD SHEATHING I i L 7"RIGID FOAM INSULATION TYVEK OR COMP.HOUSE WRAP 1 ❑�E3 I 1/2"PLYWOOD SHEATHING GARAGE PRE-DIPPED WOOD CEDAR SHAKES COVERED w 1 \ _ L DINING i HALLWAY - T&GRECESSED PINE CEILING o PORCH I BEYpOND ; - FOYER RECESSED LIGHTING - a 104 5/8"2x6 STUDS 0 16"O.C. AREA i U I m 8"50.COLUMN W a W/SHOE&DOUBLE TOP PLATE R21 INSULATION I I CONCRETE SLAB FLOOR.SLOPED L L W N COMPOSITE DECKING 3/4"T&G PLYWOOD U n P.T.2xe JOISTS FIREPROOFING NOTE: ENGINEERED JOISTS 0 16"O.C. P.T. PORCH W/COMPOSITE DECKING 1�p R30 INSULATION Luls ANY COMPOSITE OR STEEL COMPONENT of i IN BASEMENT OR GARAGE TO BE ml 2-2z6 SILL W/SILL SEAL i 12"0 SONOTUBE TO EXTEND FT FIREPROOFED TO CODE. w n 4'BELOW GRADE,MINIMUM i of Q j N I 10'z10'CONCRETE WALLS LALLY COLUMN ON30"x30"x,5"FOOTING I ON 20"XI0"CONTINUOUS 4 c� KEYED FOOTING �I I NOTE:SEE REINFORCING DETAIL PG AS ' CROSS SECTION B X I I Fri W K L 4"CONCRETE SLAB I 'M L_____________ L a w w J G FTG L__J w i R a ANY FIREPROOFING COMPOSITE OTR STEEL COMPONENT U CROSS SECTION A IN BASEMENT OR GARAGE TO BE W o FIREPROOFED TO CODE. MW E-L a 1122 2x12 RIDGE WITH RIDGE VENT V L) 242 RIDGE WITH RIDGE VENT 121 1'2� 2.8 TI 16"O.C. 12II' 2x6 COLLARTIES 0 16"O.C. WINDOVI-= WINDOW --�T 12 LVLs ,2F— m H F E 12 2x8 RAFTERS 16" O.C. W Q � 12� TO OVERFRAME 2x10 U O 4x8 BEAM(z) MAIN RAFTERS 12 O a P.- U W/HANGERS ENGINEERED OISTS 16"O.C. LVLL 3 4"PLYWD BELOW DORMER AREA R38 INSULATION BALCO16"NY BEYOND 2x10 JOISTS 16 .0 > (� �] co 24"VENTED SOFFIT NGINEERED J 0 O.C. 12"VENTED SOFFIT FLUSH-FRAMED 2XIO JOISTS 16"O.C. 6X12 BEAM HURRICANE STRAPS HURRICANE STRAPS a O ALL WALL/ROOF O ALL WALL/ROOF FAMILY a w w CONNECTIONS ENTRY CONNECTIONS O a ROOM MUD o '3 +I PDR R oNENGT°REA - LAUNDRY ROOM � a c) w j Ct BBI E i a t„ 3/4"T&G PLWOOD SUBFLOOR O }I COMPOSITE D KING ENGINEERED JOISTS O 16"O.C. P..2z 0 P H JOISTS COMPOSIT D KING ENGINEERED INSULATION O,6 O.C. ENGINEERED JOISTS 0 16" P.T. 2x111 OR�11 R30R30 INSULATION ® 16'O (n II ml Z 2-2z6 SILL W/SILL SEAL j i j 0 i 10"v10'CONCRETE WALLS LAIL COLUMN ON KEYED"FOOTINGNTINUOUS 30'x30"xl5"FOOTING L-J �r '�� n N i JOHN CULVER M L f� SPINK y 0 4"CONCRETE SLAB NO.3009', a U [F El CROSS SECTION C G CROSS SECTION D G G �G A� ��' E��r, `�� ® f CROSS SECTION F 10JVAa E� Z o � I i NOTES C BESYSIEM PROFILE MARKED WITH MAGNETIC TAPE OR 1. DATUM IS NAVD 88 COMPARABLE MEANS FOR FUTURE LOCATION. �� oye 99- EXISTING CONTOUR (NOT TO SCALE) q S1� PROVIDE MIN. 20" DIAM. WATERTIGHT 2. MUNICIPAL WATER IS EXISTING c X 991 EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE " o� �� volley TOP FOUND. EL. 35.5 FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. Locu -[99]- PROPOSED CONTOUR \ 24.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 21-22 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS a P 198.41 PROPOSED SPOT EL. NOTE: 2" MIN. WALL TO BE AASHO H-JQ y� PRECAST H-10 BLOCKS OR Boxte� THICKNESS REQUIRED TH 1 RISERS (TYP.) PRECAST RISERS o TEST HOLE 2'o 4"IOSCH40 PVC MORTAR ALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. c� �v ,.: 6" MIN. SUMP PIPES .LEVEL 1ST 2' �ENDS 4. COMPO(TNTPS) H-10 INV'S EL. 18.2 4'- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITHc12' MIN. INT. DIM. SIDES 2% SLOPE OF GROUND *21 2' /T7 310 CMR 15.000 (TITLE 5.) 19 03 .a Po va vo vo v° ... °' i '. .. - 10. 14" o 0 0 0 0 0 0 o { �Q, ' TEE 1500 GAL H-10 TEE 19.8' ; ®®�® ®®®® ®®®® -®®®� ;o oo0o;o 20.05 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO UTILITY POLE SEPTIC TANK °o°o°o°o ®�®®®®®®®®® ®®®®® ®® °o°o 76' 0 0 0 0 ° ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER a' LIQ. LEVEL 00000000a WATERTGST D BOX o )0000000000 0000FIRE HYDRANT GAs BAFFLE .: oo�o00 o_ FOR J EVELNESS N >°0°0°0°° ®®®®®®®®®®® ®®®®® ®® °0°0 PURPOSE.ACME OR EQUAL >00000000 ®®®®®®®®®®� ®�®®®®®®®®� ,0000ca� North Y 18.5 18.39' °°°°°°°° NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING : ,• o 0 0 0 °°O°O°'° 16.2' 0 0 0'0 ':' v :. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. J00 0 0 0 0 0 0 0 0 0 0O O•O 0 0 0 0 0•O'O'',. ��� •000000000000000600000000000000060000o00000000000000 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0. 3f "-1-1�2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OF EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 00,0'0.�_0_�.�.� o00000...0_0_�_0.0 o ALL: AROUND PRECAST STRUCTURES (5) UNITS REQUIRED WITHOUT INSPECTION BY BOARD OF HEALTH AND 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.50' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [21) N 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY LOCUS MAP PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM 5 4 10.0' BOTTOM TH-4 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f ( % SLOPE) (-12% SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND \ REMOVED 5' BENEATH WAND AROUND THE PROPOSED 13' SEPTIC TANK` 24' D' BOX 21' LEACHING \ \ SCE V LEACHING FACILITY. ASSESSORS MAP 96 PARCEL 17 FOUNDATION- '4[LE FACILITY � YROgD LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS BENCHMARK: La SHOWN ON COMMUNITY PANEL #25001 CO544J CEMENT BOUND ' 17 =35.3' NAVD88 "�•d� B 5T h• � R�sB oD � DATED 7/16/2014 SYSTEM DESIGN: 2 � � E GARBAGE DISPOSER IS NOT ALLOWED ,26 E OWNER OF RECORD H6 �36 NEW ICE VALLEY ROAD REALTY TRUST PROPOSED 6 BEDROOM DWELLING s 70 BRADFORD ROAD 6 BEDROOMS @ 110 GPD = 660 GPD / / 38 DESIGN FLOW. WESTON, MA 02493 USE A 660 GPD DESIGN FLOW �b 0^ # REFERENCES SEPTIC TANK: 660 GPD (2) = 1320 /' TH3 `26� ` „ -* ao ° o TEST HOLE LOGS CERT 212145 USE A 1500 GAL. SEPTIC TANK / 13 `•yti ��, z I Z LCP 5725-66 LEACHING: /' , CRAIG J. FERRARI, SE 13871 ENGINEER: # SIDES: 2(50.5 + 12.83) 2 (.74) = 187 GPD WITNESS: DAVID W. STANTON RS BOTTOM 50.5 X 12.83 (.74) = 479 GPD `' / l34I � DATE: 2/23/2017 TOTAL: 901 S.F. 666 GPD A °�• / °RCy ` �" PERC. RATE _ < 2 MIN/INCH USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ?e• PR POSED ROP D E ^N� CLASS I SOILS P# 15276 DW LLING 2 WITH 4' STONE ALL AROUND /// 2s0. TO = 35 ELEV. ELEV. ELEV. ELEV. /�, �� $ 13s.O 0„ `V 22' 0„ IT 21' 0„ 26' 0„ 6i 25' M A .o�' / ^ /Zo k SED 0y��°° A A A A APPROVED DATE BOARD OF HEALTH ryo�Qy� / / / RAG 5'5 SLAB = 35.0 135.0J10 �°� LS LS LS LS _ 3. .10YR- 5/1 10YR 5/1 1`OYR 5/1. _ 10YR 5/1 4m =I 1209 8» 16" 12„ 22 B B B B RF�S,yG .r¢7 j " E LS LS LS LS l,1 ?J MO o Ri� �7�20 e 10YR 4 6 10YR 4 6 10YR 4 6 '' • ' 10YR 4 6 °� aF qr 36 / 19 34" / 18.2' 52" / 21 .7 54" / 20.5' L T 3 h � ���ti�y 9 ,172± Sq F TOT L C1 ZONING SUMMARY /' 88,6 2 s t Ft PLAN u PERC �S c c c •\ / 2. 3 Ac. 10YR 7/4 ZONING DISTRICT: RF-1 DISTRICT ' �j1;\�0 60., 17' M/FS MS M/FS MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20' T°e C2 10YR 7/6 1OYR 7/6 10YR 7/6 MIN. LOT WIDTH 125' �• C FS MIN. FRONT SETBACK 30' 91 � MIN. SIDE SETBACK 15' 10YR 7/6 MIN. REAR SETBACK 15' / 132" 11' 132" 10' 120" 16' 120" 15' MAX. BUILDING HEIGHT 30' /� SITE IS LOCATED WITHIN THE RESOURCE -74 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED PROTECTION OVERLAY DISTRICT /' / �... WORK U LINE SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS FOR POPPONESSET BAY, TITLE 5 SITE PLAN THREE BAYS, RUSHY MARSH, AND ` "•�... �"� CENTERVILLE RIVER OF 5 ICE VALLEY ROAD OSTERVILLE MA o � PREPARED FOR \ PLYMOUTH DEVELOPMENT PROPERTIES LLC \ �_...�_• _ DATE: MARCH 8, 2017 k Scale:1"= 30' 0 15 30 45 60 75 FEET off 508-362-4541 gcyG Ssq�ti o� DANIEL gcyG oDANIEL gcyG fax 508-362-9880 \ DANIELA. o DANIELA. �� I downcope.com \\ OCIVIIL OIVIL m OJALA � OJLA down cape engineering inc. /�••. No.46502 CIVIL q No.40980„ No.40980� O G�STER �� O F G FEg \d FFc \C 02G boa �'q E P, civil engineers STER �,,I1:-S you land surveyors S/0 N ,)Uri „- 939 Main Street ( Rte 6A) O II YARMOUTHPORT MA 02675 DCE # 1 7-O33B DATE DANIEL A. OJALA, P. P.L.S. I 17-033. JOB NO•=29466 E0301 _ __