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HomeMy WebLinkAbout0081 ACADIA DRIVE - Health 81 Acadia Drive 'Marstons Mills i \A = 058 013007 L -- _ `` TOWN OF BAMSTABLE LOCATION $ AG[ Eta- DriV,- SEWAGE # 2b&-2AT VILLAGE MAV:&n6 ASSESSOR'S MAP & LOT65Y-6/3iW7 INSTALLER'S NAME&PHONE NO. kv SEPTIC TANK CAPACITY 4JZQ tA0J fAKe 14-A2 LEACHING FACILITY: (type) / l9��1 (size) 32X 1,2 NO. OF BEDROOMS y BUILDER OR OWNER L % i I PERMITDATE: 71%s`1v 2- COMPLIANCE DATE: U a- 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 �Q ice" s� 3y' .Z9 30 t. No._409Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Migooal 6pztem Construction Permit Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) 5 omplete System ❑Individual Components Location Address or Lot No.S,/( ��. '74.r7 n Owner's Name,Address and Tel.No. 77 Assessor's Map/Parcel S C Q `3 0 n�� L(Y �j A Installer's Name,Address,and Tel.No. /�(/^ J©Q S Designer's Name,Address a4d Tel.No. '715— 0 6 3r Type of Building: j� Dwelling No.of Bedrooms Lot Size "7 Z d y-3 sq.ft. Garbage Grinder VV4 Other Type of Buildin No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank / Type of S.A.S. Description of Soil Idd 0-0,�lu.� 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>fAhe E onmental Code and not to place the sygwirm operation until a Certifi- cate of Compliance has been issued i Board o ealt Signed Date Application Approved by Date Application Disapproved forte following reasons Permit No. r Date Issued x e - - THE.COMMONWEALTH OF MASSACHUSETTS ____Entered in computer: • Yes iiPUBLIC•"HEALTH DIVISION -'-TOWN OF BARNSTABLES MASSACHUSETTS, ZIPPrication for )Di.5poga1 *paem Con.5truction Vermit Application for a Permit to Construct(. )Repair( )Upgrade( )Abandon( ) NComplete;System O Individual Components Location Address or Lot No. / ,f�j�; Owner's Name,Address and Tel.No. ; f 77� — 1� 7� Assessor's Map/Parcel '413-, D 6 r7 1—()1 b A s Installer's Name,Address,and Tel.No. r�,r�(/ _3 Q 0 S Designer's Name,Address and Tel.No. 91 . ' Type of Building: �i a y3 ;. . DwellingNo.of Bedrooms Lot Size , sq; � Garbage Grinder(416) Other Type of Building- L4_ No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Ffow`< �t" A :y ,:i` . , r fis` gallons per day. Calculated daily�flow h gallons. Plan Date' f I Number of sheetsRevtsion Dated Title a Size of Septic Tank, ype of S A.S. Description of Soil r /iL�/: (' J �+.." Nature of Repairs or Alterations(Answer when,applicable) i 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 he En •ronmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued i Board o ealt �••'- Si 4 Signed g ' Date Application Approved by Date J Application Disapproved for e following reasons ~ ~ th Permit No. ""� Date Issued THE COMMONWEALTH OF MASSA, 4IUSETTS BARNSTABLE, MASSACHU E1, S Certificate of compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ✓)Repaired ( )Upgraded( ) Abandoned( )by_761V 165VAISD Y at Sf/ tI CAD t A -D(2, M 41a STD,zJ S ry (LG S constructed/in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N . �dated _5 Installer a r > " 'a Designer The issuance of this jennittshall nofbe construed as a guarantee that the sys m will function as designed. Date_ Inspector . c + No. ��� ------------------------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogar *.p5tem Construction permit Permission is hereby grantedJt°/• C�o_ns"_",'c_tt( I/J Repair( )U grade( )A andon( ) System located at �/ &L&AWY e4 �_,q,{� , and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 thisrper)mit. L Date: 1)-t- Approved by / TOWN OF BARNSTABLE LOCATION SEWAGE # 242 VILLAGE, IuVS1DKS /& ASSESSOR'S MAP & LOTGS' -0/3�T I INSTALLER'S NAME&PHONE NO. --46 Z SEPTIC TANK CAPACITY Y�r�o a� wti 'y �I LEACHING FACILITY: (type) 1 (size) J32X 12' NO.OF BEDROOMS y BUILDER OR OWNER I3 PERMITDA>✓: ����I 2 COMPLIANCE DATE: a` 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 l� Iq 3q/ i Town o Barnstable f l� #table P s Department of Health,.Safety,and Environmental Services �,t*,q Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 wweresr$ EDMAt�, Date Scheduled %/ r(� / 3 .oZ000 TimeR Fee Pd. ' r XZ MOOro t. Soil Suitability Assessment for..Sewage Disposal, Performed By: S c e�l V /) L' I Q • /7 C Witnessed By: D M I r)fit-a vU O t LOGATIQN&GENERAL IIV;FORIVIATION Location Address I/ ✓J CQ 4 i�t- b2 wner's Name rn d rp�-)nc ✓ ,Z/ -s Address 6S1-C, ✓'/Y/e- Oalo6�S Assessor's Map/Parcel: h t c p e 6-J-&t . OL3-00 7 Engineer's Name Pe*,r e�[t./// ✓�t/t pC NEW CONSTRUCTION �� REPAIR Telephone# � a`o Land Use /`p e,S/de,%t7'A,L, Slopes(%)143 I� -"Surface Stones A)U�L)e f �0 1�D r - Distances from: Open Water Body 3 DD ft Possible Wet Area ft Drinking Water WeIIV ft Drainage Way 0 D ft Property Line �� ft ' Other N/ 'i ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ,�RwE Capp 1 J v J100 ' -V4 zb TIA-z 1.2 IAC. O Parent material(geologic) LZ�W47 1 Depth to Bedrock / Depth to Groundwater: Standing Water in Hole: n Weeping from Pit Face Estimated Seasonal High Groundwater L ....... ... ...... 1� 1J1�1ATTOl�i l`(�R SEA50AL DYGITWATt Tllrl . Method Used. 1 At 4�Z�t V b— �)7 �-- 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#__.".._.,•. .Rrnding Date: Index Well level.--_ Adj.factor Adj.Groundwater Level i .... ...... ::.. :: ..;:,. ...:...... .: I'ER+CULAZ' !0►N TIT :;:`:';:;pate Tlare Observation Hole# — Time at 9" �r Depth of Perc 30 Time at 6" Start Pre-soak Time @ 2 S ����-o 5 I}--1 Time(9"-6") End Pre-soakEC- Rate Min./Inch 2 `V\ V'J Pcn2 k LX--M Site Suitability Assessment: Site Passed t iv S Site Failed: Additional Testing Needed(Y/N) KID Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant . 4 D O BSERVATI0N-*R0E LOG 1..LLp _ . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % �,- (o s o� 1b�1Q.5/a to ` 2 - \20 G s ... A�EP OBSERVATONHOLE LOG Hole ,. . ..: _.. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % b - 5 rt.LANXt A-T Ili 25- 3 GvPctaO a 3- 12 s� -t•��t�t sl8 L1EP(JBSERVATTON:HOLE LUG Fole# ......:.. . .......... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) 1 (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. iConsistency,° Gravel) i DEEP OBSER�A'T�01�I HULE LOG... Hole# ... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.o I I Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes AN Within 500 year boundary No Yes Within 100 year flood boundary No k Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �(ES If not,what is the depth of naturally occurring pervious material? -IU Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date �!� �Z oeo Mice p� LO<uS �\ Qj, a TEST HOLE LOG DATE: JUNE 13, 2000 P-9765 SOIL EVALUATOR: P. SULLIVAN, PE [�$ WITNESS: D. MI ORANDI, BOH PERC RATE: < 2 MIN/IN f ORG IRMC 77 ORLN,6IC �. 18" 2^ �! A-LOAMY SAND APLOAMY SAND 10YR5/4 10YR5/4 20" 1 24" i 'O A O B SASRD B®SAND SA 29^ 4e^ V I v --`� O C-COARSE SAND C-COARSE SAND �D� h 7.5YR5/8 70„ 7.5YR5/8 I _P os�p D� 138' �j�� 120^ i NO WATER ENCOUNTERED v� DESIGN DATA �L DAILY FLOW: (4) BDRMS. x 110 GPD =A&W GPD �1 4 SEPTIC TANK: 440 GPD x 200% = 880 GPD USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: / %j i \ USE: (3) 500 GAL. PRECAST DRYWELLS (5' x 8,51) �•� LINED w/4' OF DOUBLE WASHED STONE CAPACITY: N SIDEWALL: 93 x 2 x 0.74 - 137.6 Z �o BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD G� 2� MINIMUM BUILDING SETBACKS FRONT: 30' SIDE: 15' REAR: 15' 2� J �ytH OF .� -` RUMM O DANIEL E. yG i BRAMAM N CIVIL Na at y 6� g'�5�0NAI Eh ' NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. li 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED �I ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2" LAYER OS 3/8" PEASTONE OVER DOUBLE MASHED STONE 1 ALL AROUND TOP OF FOUND. @ ELEV. SG,26 sc.Sz SG.3S � '`• S�oa --------------------- S7, ZS S,e,a S6.00 5 SEPTIC SYSTEM PROFILE Y�o SITE SEWAGE PLAN FOR9.,ENERAL NOTES 81 ACADIA DR. , MARSTONS MILLS, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR TIM LOCATION ASSESSORS MAP 58 PARCEL 13-7 OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CM 15. 00: TITLE V. BAYSIDE BUILDING CO . 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE , DETERMINATION. DATE : MAY 15, 2001 SCALE : 1" = 40' 4. ALL DISTURSSD AREAS TO LOANED AND SEEDED. I 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY WELLER & ASSOCIATES REQUIRED INSPECTIONS. 1645 FALMOUTH RD. — SUITE 4C P.O. BOX 417 CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: L�cuB t , '��s,� ��• TEST HOLE LOG DATE: JUNE 13, 2000 P-9765 SOIL EVALUATOR: P. SULLIVAN, PE WITNESS: D. MIORANDI, BOH PERC RATE: < 2 MIN/IN _r Drr e orr ORGANIC � ORGMC MIAAMY SAND AAIQAMY SAND 10YR5/4 10YR5/4 20" 14" . 0 . � i I I �! 5S•6 29" 4's v 48" a; c. I O-COARSE SAND C-COARSE SAND `_`.� 3s 7.5YA5/8 70" 7.SYR5/8 �u � o ,owEc�.,.� o Gv ��`�.. `��• 138" �r 120" (o o r 4/� zy 3 5-�- NO WATER ENCOUNTERED DESIGN DATA i DAILY FLOW: (4) BDRMS. x 110 GPD =- b GPD y 4 SEPTIC TANK: 440 GPD x 200% = 880 GPD I ( USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: USE: (3) 500 GAS.. PRECAST DRYWELLS (5' x 8.51 ) LINED w/4' OF DOUBLE WASHED STONE CAPACITY: . N 7° SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD MINIMUM BUILDING SETBACKS �1 FRONT: 30' SIDE: 15' J (/ REAR: 15' f �1H OF RUMBA o DAN�EI c. rya 5 1 �? _ -- oo cry n y Q � T �SIONAI Eh NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH (TRADE. if 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. �' 6. INSTALL GAS BAFFLE IN OUTLET TEE. i 2" LAYER OF 3/8" PEASTONE OVER -------------_.__i fi"-1�5" DOUBLE MASHED STONE ----------------- ALL AROUND TOP OF FOUND. @ ELEV. 7 \ 56,Sz SG.3S Sf�oo --------------------- -- 7, ZS S7aa Slo,on SEPTIC SYSTEM PROFILE Y9a SITE SEWAGE PLAN FOR GENERAL NOTES 81 ACAD IA DR. , MARS TONS MILLS, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION ASSESSORS MAP 58 PARCEL 13-7 OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLLANCS WITH 310 CMR 15. 00: TITLE V. BAYSIDE BUILDING CO . 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. DATE: MAY 15, 2001 SCALE: 1" = 40' 4. ALL DISTURBED AREAS TO L0AHM AND SEEDED. 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY WELLER & ASSOCIATES REQUIRED INSPECTIONS. 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: sl 1 i 24'-O• 13'-4• 14'-8' 16'-0• t i b'-b" 11'-O' 7'-4• 7'-4' T-8' 8'-4' Z �y m m 7V� m m m a ti - N v m U m 1 Q yA� m d n d H n I W •� o Z > o cl at oW DECK 6 C4 to �� g a , v m c In Z x d = n O m O STEEL WIOx22 BEAM ABOVE 6 6 r 2-9 1/4' LVL'9 HDR C., Tt O GARAGE m x m Q it 4x6 POST K CONCRETE SLAB q'-O' a m .. Q W PITCH TOWARD DOORS LU cl a 2S > o 0 A a 0 $ QE 2-2x10'e HDR II 2-2xt0's HDR 9 t tu 28•_2• VAULTED EILING 16._q• ZVZ >>w = �.-& all LIVING IR�,z.M e v m O FIRE RATED `�. . I OAK FiCOR c �;W DER 2a< & DINING 3I 9[9 n � 4'-O OAK PKT OAK FLOOR � TV gy��c�•� O .p �'2PKT <`i II 4x4 POST N BE✓RCC1"T m Q in �---------------- CARPET FLOOR 1 TtJERMATRUu � _—_ 2-9 L4'LVL'e ABOVE o o i1 2868 9 LINC TE t �q dl cl TILEI rn I/2 WALL UND�COUNTER ® ® PHONE n m 'i>•1r 'DL m 4x4 POST 4x4 POST 4x4 POST I� 3,-b" ® ON 2�® PCC 'S." � _ 7 2-9�1/4• L1T's MICRO —� 12� �E 25 3/4'x59 3/q ' FLAT CEILING! 'n •• IIII �I amII ??W IIIIIII I EDGE OF 2ne FLOOR:T —— PKT PCG2S59 I KI IC-EN III �2—k 25 3/d'x59 3/d' 1 -4 CATHEDRAL CEILING '23 FLOOR PKTr? -- PGC 2%9- T P ZII WALK IN 58 3/4'x59 3/4FAMILY ROOM E1LVL's-7 AS a.OAK FLOOR � I F CLOSET_ BATH DW Z TG 2-2x1015 a"'c I TILE f�3oa i 84' WAIL o LINEN j nElI I — ' I I RAISED CEILLING , Imo— BREAKFAST 2� m uP RD OAK FLOOR BI-FLD ® FOYER PPESKI 2-II 1/4' LVL'. ABOVE-333 E 1 - - - =�I OAK FLOOR O PCC--1" I 4X6 POST 34 I 24 4'25 3/ x59 3/4' I i A=b POST I I 1 m TV .i . m m m ..� m v m b-O i 6 v T n rtI m s Q I m V 4 (f .n x j— n m c m 1 n ? \ Ir IND Q 1f1 \ n \ � \ ry 1\ \ j V m =m "+ m m j�'; m =m V m V m U m V m i d cO. d c u i L1°a IL a c°v a cu'v SHEET i 9'-O' 9'-O' 3'-3"; 3'-3' 4'-b' ' I 9. Or A 0 b'-O" 18'-O• �b._b• _ 12•_bn 16•_O. FIRST FLOOR PLAN Ilim. �- DRAWN SCALE: 1/4" I'-O" BY, KW DATE. 4/I3/00 I Z 1 m 24'_. 13._4r I_'_8' to to 12'-0' n Q I2'-0' 6'-6' 6'-10' 7'-4' 7'-4' 7'-8' 8'-4" W 3 lu to VS 60d I m SKTLIG+IT1 O I Q ABOVE AE I I 4'N-BEARING m I! YAl `v U is `v ' KNEE WbLL I a n m m-m m NON-BEAifING I m n m i ju O I I TV `� 2- 9 1/4' LVL 14DR 1 O �M 1 O PNCNE II CARPET FLOM d O a m m I n w v a V9 60F� 1 1 TV 2 9 1/4' LYL NDR i ci Q 2- 4 1/4' LVL NDR ir. i ASBKOLVE1 ® I L—J I i a ° o f o o ff/ 1 SEDRCO1 I +# m m -1 I BEELOW 5WROO1 � #2 m �L I N TO II ' I I CARF1Ef FLOOR 21_6 � CARPET FL� 0 1 m l 1 5Q .441 E 2 PHONE BI-FLD It 29 a FNlJ 15AI CONY SS�•+ii�� n _ ' - r 'V1�1 2 _ x��.yJ 6' _ r y 2 2 14'-0" 14 I t ' 4 - fO FCC 2553 I CLOSETaD m , 25 3/4'.S31 3/4' 2� j I I L 2s i SP!IT BAT145 P 2 L iI 1 24 TILE FLOOR 2-4 ID ® PKT WALK IN - —————-- I I fl SET I m l o s in S.-9 8'-10• 6'_0• 4'-8' m fs 3C9 TRAY - OPEN T 1 ;5 K7uTq " - - CEILING, �-- - - I I --- _ OW 1 I � � — -- L I � BELOW I 1 II'-4' CEILING WEIGHT OPEN 7 W p < -BELOW i I a s i I SEIEFT SECOND FLOOR PLAN _ 0oT3L SCALE: 1/4' - P-O' DRAWN BT, KW 1 DATE- 4/I3/00 e `• clq f Z I 24'-O' 13'-4' 14'-&' 5'-O' 4'-8' 6'-4' a k1 r-————————— -------------� J I 1 1 I 1 8"x4'-b" CONCRETE WALL j j b' 4'-d e• �'', 1 16'x10' CONT. FOOTING { I l D I I —DEPRESS 10' Z I N Z 1 AT DOOR 1 .. 1 a r^�-- ._-�..- lu _ --� . I GARAGE MI IL 4' CONCRETE SLAB I I &' BILco 1 j I .. { 4� ---------------- { I SLOPE TOWARD DOORS eul rF+eAo1 I w( oluIS i o 1 r-- 3 1/2" DIA. COLUMN I 1 I I { I I 30'x30'xl2' CONC. PAD o l _ OFFSETo -2x12 GIRDERI II = r -------------- 01 -----1 L----- I —DEPRESS 10' I r-_ L-J I 0 fr i AT DOOR I : I BEAM POCKET 1 i o O 1 I I I 0 lu �. 4'-0' I ® u u m 0 I I • o q o o I I v) 'o o I I i -� . I � n 1 i --- n ® n 3dxsdxA ® I - - � r—taut. psv I DEPRESS 10' 1 - ('--- I 1 I Irn AT DOOR o j I 42"x42"xlb' CONC. PADS I I OL 1 1 I 3 I/2' DIA. COLUMNS I i f '^ 1 T o L---- 2" OFFSET I r- J 1 I I IOx22 STEEL BEAM ly III I�) I I I 1 o n ------ --------- I I - +•�-- --1_---- -- ------ I - I cn 1 -BEAM POCKET / I BEAi'1 POCKET- a a I j o x x r, I BULL BASEMENT LU o r- S'x8'-9" CONCRETE WALL I . 1 1 1 " Z *'x10" CONT. FOOTING I 1 I 1 I 3 1/2 CONCRETE SLAB m Z)I �\ L i 3 I/2' DIA. COLUMN o 21 "x 12" GONG. PAD BEAM POCKET x n ' 1 • I -m,-r - ----i— i-----------------_2x12 GIRDER --- ---' 3-2xl2GIRDE J L—J — ------ s fi-BEAM POCKET o STEP IV --1 m L'k I I I I -------------------- ---------- I 6-0' V-0' L -0' SWEET FOUNDATION PLAN A�D SCALE: I/4" - 1'-0" -F' oor-q- DRAWN BYE Kw DATE, 4/I:4,foo d -