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HomeMy WebLinkAbout4327RED CEDAR CLAPDOARD 4' TO WEATHER � OTHER ELEVAT10N5 ARE W_G_ SHINGLE5 5' TO WEATHER FRONT _El V/%TION .54GALE- 1/4' - 1'-0' REAR ELEVATION SGALEv 1/4' = 1'-0' per—� T CIODF FLFVATION LEFT SIDE ELEVATION 5CALEs 1/4' �t 0 Lu m 0 O � 01) IN J) 0 k c) a -7 -7 w w -i z 3 a F-- ¢ ¢ n a U K Y a- c) v rr) Ld w cY w a� O , n Q� \ NO J Cn r 1 SHEE-�f NUMBER, N �C FILE NAME, 9424A1 4 O T -O• SECOND FLOOR PLAN Sr,:•LE- 1/4' = 1'-0' WINDOW 50111=DUL.E C_Y QTY. DESCRIPTION ROUGH OPENING MFR./MODEL _ I �;�; 1,., A 1 ANDERSEN 20-4446-20 9'-1 1/2' x 4'-9 1/4*-.-WRPOWLINE DOUBLE 1UNG ( 2' rl„LI B O ANDER5EN 2446-2 4' -ll 13/16' x 4'-9 1/4 INARROWLINE DOUBLE r1UNG li e 7 ANDERSEN 2446 2'-6 1/8' x 4'-9 1/4' DOUBLE ILTIG ' D I 1 ANDERSEN 2432 2'-6 1/8 x 3'-5 1/4 I N: RF'OWLINE DOUBLE Nl N,-, E • -- ANCIERSEN GN235 3--5 1/4' x 3'-5 3/£1 MEN f 2 l ANDER5`_n 2442 — - 6 1/8' x 4'-5 1/4 i m,"F_ 0 cv: r - . RAS HEADER 1 ON J POCKETS 2-2 x 8 HEADER 2-2 x 8 HEADER 2-2 x 8 HEADER 2-2 x 8 HEADER 40 FROM PAD Z--2 t, "Y/ 1/2' PAD 2-2 x 8 HEADER 8' 9'-6' 2'-O' 14'-0' 4'-3' 7'-6' 14'-3' O I Ef L ® BATf-t �o © KITCHEN/DIN. l� © BEDROOM #1 4 `_— -10 5 3/4'73 —I J 28' x 26 5CUTTLE a o GO J r+ cV -------- �. i9 — �---- z 0 0 LIVING RM. •f O w , G v FUTLRE STAR 14'-0' '-4 1 •-5 1/2 NOT SHOWN BEDROOM $ 2 � BATU 2x6 WALL Ul"ENSIONED TO THE 2x4 WALL LINE O i © © V0 .CW/STUD POGKET53 8'-0' 9'-0' FIRST FLOOR PLAN SCALE, 1/4' = 1'-0' 7'-0' 7_ ! \-10' FfA 5C*O TU5E5 FO 8' x. 10' DccK I CFIELD VEKA Y EXACT LOG.) O p �9 I i9 BASEMENT C4' CONCRETE SLAB) 'AT,I' a PER BUILDER _ 7'-C 6'-6' G'-6' 6'-6' 7'-O' O O PKT. F F —1 F —I F PKI Q --` - f—e- {---—o--I--=-I--o--I---}--o- f-----f—o--�--- v N L_J L J L -J L_-1 L_J CENTERLINE OF C33 2 x 10 GIRT ABOVE TYPICAL 30' x 30' x 10' GONG. COL. PAD I I I ' I -,-TYPICAL 8' CONCRETE WALL CN 16' x 8' GONG. FOOTING Oi � I I � L _ — — — — — — — — 40'-0"— BA SEMENT PLAN SCALE, 1/4' = 1'-0' EXTERIOR DOOR SCHEDULE KEY "Y. DESCRIPTION ROUGH OPENING, MFR./MODEL REMARKS i -� 206a WOOD DOOR PER O�'�NER BQOSGO>=BE 80 OR = 2-2x5' nE. aRS RIIPEC *,�� RE%U1RED _ 2868 9 LITE PER UWi1ER A.� REQR'D 2- 3 1 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRP LACY LOGKS; i 5 — 4 2466 WTERIOR DOOR PER OWNER AS REQR'D BATH HARDWIRE 5 6066 BYPASS PER OWNER AS REQR'D G I 4066 BIFOLD PER OWNER AS REQR'D — CONT. iUOUS I.!DGE VENT 12 2x8 RAFTER 16' OG `1 IS 1x8-2 FASCIA. o SOFFIT + FREEZE 3/8' BED MOULD. '_NT SOFFIT AS REQ. SCALE, 1 1/2' - V -O' 8. FFKNEEWALL 3/4' T+G PLYWOOD GLUE AND NAILED TO JCISTS -- 2x10'satIG' oz. _- LIVING RM. KITCHEN/D11k. co n 3/4' T +G PLYW000 GLUE 6 1/4' FIBERGLASS fNSUL. TYP. IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at 17-0= IS= C3) 2 x 10 GRT r 3 1/2' GONG. -FILLED STIfil LALLY COLUMN 4'• CONG. SLAB ---i 30' x 30' x 10' CONCRETE COL. PAD GROSS SECTION SCALE, 1/4' . 1•-O• TYPICAL 200E GONSTRUGT10 1 ASPHALT ROOF SHINGLES/15# FELT PAPER/ 5/8' CDX PLYWOOD 5HEATHING/2 x 10 RAFTERS AT 16' O.G✓PROVIDE 'PROPERVENT' OR EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS SOFFIT VENTING EYE TRIM = 1x8 FASCIA W/ 1x2. 1x8 VENTED SOFFIT. 1x8 FREEZE W/ 1 3/8' BED MOULDING. ClxB = 7 1/2') 2 x 6 TREATED SILL 8' CONCRETE WALL 16' x 8' CONT. GONG. FOOTING ca-coklo �'D CLI 0 Q Lv .d pq _--I CU .rQ cl) F crN1 X Z O Pq CCI o n 3U C u O lJi 0z L -L --J v 0 J 0- a SHEET NUMBER A 2 FILE NAME, 9424A2 RAS HEADER 1 ON J POCKETS 2-2 x 8 HEADER 2-2 x 8 HEADER 2-2 x 8 HEADER 2-2 x 8 HEADER 40 FROM PAD Z--2 t, "Y/ 1/2' PAD 2-2 x 8 HEADER 8' 9'-6' 2'-O' 14'-0' 4'-3' 7'-6' 14'-3' O I Ef L ® BATf-t �o © KITCHEN/DIN. l� © BEDROOM #1 4 `_— -10 5 3/4'73 —I J 28' x 26 5CUTTLE a o GO J r+ cV -------- �. i9 — �---- z 0 0 LIVING RM. •f O w , G v FUTLRE STAR 14'-0' '-4 1 •-5 1/2 NOT SHOWN BEDROOM $ 2 � BATU 2x6 WALL Ul"ENSIONED TO THE 2x4 WALL LINE O i © © V0 .CW/STUD POGKET53 8'-0' 9'-0' FIRST FLOOR PLAN SCALE, 1/4' = 1'-0' 7'-0' 7_ ! \-10' FfA 5C*O TU5E5 FO 8' x. 10' DccK I CFIELD VEKA Y EXACT LOG.) O p �9 I i9 BASEMENT C4' CONCRETE SLAB) 'AT,I' a PER BUILDER _ 7'-C 6'-6' G'-6' 6'-6' 7'-O' O O PKT. F F —1 F —I F PKI Q --` - f—e- {---—o--I--=-I--o--I---}--o- f-----f—o--�--- v N L_J L J L -J L_-1 L_J CENTERLINE OF C33 2 x 10 GIRT ABOVE TYPICAL 30' x 30' x 10' GONG. COL. PAD I I I ' I -,-TYPICAL 8' CONCRETE WALL CN 16' x 8' GONG. FOOTING Oi � I I � L _ — — — — — — — — 40'-0"— BA SEMENT PLAN SCALE, 1/4' = 1'-0' EXTERIOR DOOR SCHEDULE KEY "Y. DESCRIPTION ROUGH OPENING, MFR./MODEL REMARKS i -� 206a WOOD DOOR PER O�'�NER BQOSGO>=BE 80 OR = 2-2x5' nE. aRS RIIPEC *,�� RE%U1RED _ 2868 9 LITE PER UWi1ER A.� REQR'D 2- 3 1 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRP LACY LOGKS; i 5 — 4 2466 WTERIOR DOOR PER OWNER AS REQR'D BATH HARDWIRE 5 6066 BYPASS PER OWNER AS REQR'D G I 4066 BIFOLD PER OWNER AS REQR'D — CONT. iUOUS I.!DGE VENT 12 2x8 RAFTER 16' OG `1 IS 1x8-2 FASCIA. o SOFFIT + FREEZE 3/8' BED MOULD. '_NT SOFFIT AS REQ. SCALE, 1 1/2' - V -O' 8. FFKNEEWALL 3/4' T+G PLYWOOD GLUE AND NAILED TO JCISTS -- 2x10'satIG' oz. _- LIVING RM. KITCHEN/D11k. co n 3/4' T +G PLYW000 GLUE 6 1/4' FIBERGLASS fNSUL. TYP. IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at 17-0= IS= C3) 2 x 10 GRT r 3 1/2' GONG. -FILLED STIfil LALLY COLUMN 4'• CONG. SLAB ---i 30' x 30' x 10' CONCRETE COL. PAD GROSS SECTION SCALE, 1/4' . 1•-O• TYPICAL 200E GONSTRUGT10 1 ASPHALT ROOF SHINGLES/15# FELT PAPER/ 5/8' CDX PLYWOOD 5HEATHING/2 x 10 RAFTERS AT 16' O.G✓PROVIDE 'PROPERVENT' OR EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS SOFFIT VENTING EYE TRIM = 1x8 FASCIA W/ 1x2. 1x8 VENTED SOFFIT. 1x8 FREEZE W/ 1 3/8' BED MOULDING. ClxB = 7 1/2') 2 x 6 TREATED SILL 8' CONCRETE WALL 16' x 8' CONT. GONG. FOOTING ca-coklo �'D CLI 0 Q Lv .d pq _--I CU .rQ cl) F crN1 X Z O Pq CCI o n 3U C u O lJi 0z L -L --J v 0 J 0- a SHEET NUMBER A 2 FILE NAME, 9424A2 8' 9'-6' 2'-O' 14'-0' 4'-3' 7'-6' 14'-3' O I Ef L ® BATf-t �o © KITCHEN/DIN. l� © BEDROOM #1 4 `_— -10 5 3/4'73 —I J 28' x 26 5CUTTLE a o GO J r+ cV -------- �. i9 — �---- z 0 0 LIVING RM. •f O w , G v FUTLRE STAR 14'-0' '-4 1 •-5 1/2 NOT SHOWN BEDROOM $ 2 � BATU 2x6 WALL Ul"ENSIONED TO THE 2x4 WALL LINE O i © © V0 .CW/STUD POGKET53 8'-0' 9'-0' FIRST FLOOR PLAN SCALE, 1/4' = 1'-0' 7'-0' 7_ ! \-10' FfA 5C*O TU5E5 FO 8' x. 10' DccK I CFIELD VEKA Y EXACT LOG.) O p �9 I i9 BASEMENT C4' CONCRETE SLAB) 'AT,I' a PER BUILDER _ 7'-C 6'-6' G'-6' 6'-6' 7'-O' O O PKT. F F —1 F —I F PKI Q --` - f—e- {---—o--I--=-I--o--I---}--o- f-----f—o--�--- v N L_J L J L -J L_-1 L_J CENTERLINE OF C33 2 x 10 GIRT ABOVE TYPICAL 30' x 30' x 10' GONG. COL. PAD I I I ' I -,-TYPICAL 8' CONCRETE WALL CN 16' x 8' GONG. FOOTING Oi � I I � L _ — — — — — — — — 40'-0"— BA SEMENT PLAN SCALE, 1/4' = 1'-0' EXTERIOR DOOR SCHEDULE KEY "Y. DESCRIPTION ROUGH OPENING, MFR./MODEL REMARKS i -� 206a WOOD DOOR PER O�'�NER BQOSGO>=BE 80 OR = 2-2x5' nE. aRS RIIPEC *,�� RE%U1RED _ 2868 9 LITE PER UWi1ER A.� REQR'D 2- 3 1 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRP LACY LOGKS; i 5 — 4 2466 WTERIOR DOOR PER OWNER AS REQR'D BATH HARDWIRE 5 6066 BYPASS PER OWNER AS REQR'D G I 4066 BIFOLD PER OWNER AS REQR'D — CONT. iUOUS I.!DGE VENT 12 2x8 RAFTER 16' OG `1 IS 1x8-2 FASCIA. o SOFFIT + FREEZE 3/8' BED MOULD. '_NT SOFFIT AS REQ. SCALE, 1 1/2' - V -O' 8. FFKNEEWALL 3/4' T+G PLYWOOD GLUE AND NAILED TO JCISTS -- 2x10'satIG' oz. _- LIVING RM. KITCHEN/D11k. co n 3/4' T +G PLYW000 GLUE 6 1/4' FIBERGLASS fNSUL. TYP. IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at 17-0= IS= C3) 2 x 10 GRT r 3 1/2' GONG. -FILLED STIfil LALLY COLUMN 4'• CONG. SLAB ---i 30' x 30' x 10' CONCRETE COL. PAD GROSS SECTION SCALE, 1/4' . 1•-O• TYPICAL 200E GONSTRUGT10 1 ASPHALT ROOF SHINGLES/15# FELT PAPER/ 5/8' CDX PLYWOOD 5HEATHING/2 x 10 RAFTERS AT 16' O.G✓PROVIDE 'PROPERVENT' OR EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS SOFFIT VENTING EYE TRIM = 1x8 FASCIA W/ 1x2. 1x8 VENTED SOFFIT. 1x8 FREEZE W/ 1 3/8' BED MOULDING. ClxB = 7 1/2') 2 x 6 TREATED SILL 8' CONCRETE WALL 16' x 8' CONT. GONG. FOOTING ca-coklo �'D CLI 0 Q Lv .d pq _--I CU .rQ cl) F crN1 X Z O Pq CCI o n 3U C u O lJi 0z L -L --J v 0 J 0- a SHEET NUMBER A 2 FILE NAME, 9424A2 8'-0' 9'-0' FIRST FLOOR PLAN SCALE, 1/4' = 1'-0' 7'-0' 7_ ! \-10' FfA 5C*O TU5E5 FO 8' x. 10' DccK I CFIELD VEKA Y EXACT LOG.) O p �9 I i9 BASEMENT C4' CONCRETE SLAB) 'AT,I' a PER BUILDER _ 7'-C 6'-6' G'-6' 6'-6' 7'-O' O O PKT. F F —1 F —I F PKI Q --` - f—e- {---—o--I--=-I--o--I---}--o- f-----f—o--�--- v N L_J L J L -J L_-1 L_J CENTERLINE OF C33 2 x 10 GIRT ABOVE TYPICAL 30' x 30' x 10' GONG. COL. PAD I I I ' I -,-TYPICAL 8' CONCRETE WALL CN 16' x 8' GONG. FOOTING Oi � I I � L _ — — — — — — — — 40'-0"— BA SEMENT PLAN SCALE, 1/4' = 1'-0' EXTERIOR DOOR SCHEDULE KEY "Y. DESCRIPTION ROUGH OPENING, MFR./MODEL REMARKS i -� 206a WOOD DOOR PER O�'�NER BQOSGO>=BE 80 OR = 2-2x5' nE. aRS RIIPEC *,�� RE%U1RED _ 2868 9 LITE PER UWi1ER A.� REQR'D 2- 3 1 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRP LACY LOGKS; i 5 — 4 2466 WTERIOR DOOR PER OWNER AS REQR'D BATH HARDWIRE 5 6066 BYPASS PER OWNER AS REQR'D G I 4066 BIFOLD PER OWNER AS REQR'D — CONT. iUOUS I.!DGE VENT 12 2x8 RAFTER 16' OG `1 IS 1x8-2 FASCIA. o SOFFIT + FREEZE 3/8' BED MOULD. '_NT SOFFIT AS REQ. SCALE, 1 1/2' - V -O' 8. FFKNEEWALL 3/4' T+G PLYWOOD GLUE AND NAILED TO JCISTS -- 2x10'satIG' oz. _- LIVING RM. KITCHEN/D11k. co n 3/4' T +G PLYW000 GLUE 6 1/4' FIBERGLASS fNSUL. TYP. IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at 17-0= IS= C3) 2 x 10 GRT r 3 1/2' GONG. -FILLED STIfil LALLY COLUMN 4'• CONG. SLAB ---i 30' x 30' x 10' CONCRETE COL. PAD GROSS SECTION SCALE, 1/4' . 1•-O• TYPICAL 200E GONSTRUGT10 1 ASPHALT ROOF SHINGLES/15# FELT PAPER/ 5/8' CDX PLYWOOD 5HEATHING/2 x 10 RAFTERS AT 16' O.G✓PROVIDE 'PROPERVENT' OR EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS SOFFIT VENTING EYE TRIM = 1x8 FASCIA W/ 1x2. 1x8 VENTED SOFFIT. 1x8 FREEZE W/ 1 3/8' BED MOULDING. ClxB = 7 1/2') 2 x 6 TREATED SILL 8' CONCRETE WALL 16' x 8' CONT. GONG. FOOTING ca-coklo �'D CLI 0 Q Lv .d pq _--I CU .rQ cl) F crN1 X Z O Pq CCI o n 3U C u O lJi 0z L -L --J v 0 J 0- a SHEET NUMBER A 2 FILE NAME, 9424A2 12 2x8 RAFTER 16' OG `1 IS 1x8-2 FASCIA. o SOFFIT + FREEZE 3/8' BED MOULD. '_NT SOFFIT AS REQ. SCALE, 1 1/2' - V -O' 8. FFKNEEWALL 3/4' T+G PLYWOOD GLUE AND NAILED TO JCISTS -- 2x10'satIG' oz. _- LIVING RM. KITCHEN/D11k. co n 3/4' T +G PLYW000 GLUE 6 1/4' FIBERGLASS fNSUL. TYP. IN BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' o.c. 2 x 10's at 17-0= IS= C3) 2 x 10 GRT r 3 1/2' GONG. -FILLED STIfil LALLY COLUMN 4'• CONG. SLAB ---i 30' x 30' x 10' CONCRETE COL. PAD GROSS SECTION SCALE, 1/4' . 1•-O• TYPICAL 200E GONSTRUGT10 1 ASPHALT ROOF SHINGLES/15# FELT PAPER/ 5/8' CDX PLYWOOD 5HEATHING/2 x 10 RAFTERS AT 16' O.G✓PROVIDE 'PROPERVENT' OR EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS SOFFIT VENTING EYE TRIM = 1x8 FASCIA W/ 1x2. 1x8 VENTED SOFFIT. 1x8 FREEZE W/ 1 3/8' BED MOULDING. ClxB = 7 1/2') 2 x 6 TREATED SILL 8' CONCRETE WALL 16' x 8' CONT. GONG. FOOTING ca-coklo �'D CLI 0 Q Lv .d pq _--I CU .rQ cl) F crN1 X Z O Pq CCI o n 3U C u O lJi 0z L -L --J v 0 J 0- a SHEET NUMBER A 2 FILE NAME, 9424A2 TOP OF FOUNDATION 25.0 21.45 2.0. <v r;. muvnwm rnvm 1c1"11 = 20.1 FIELEV. = (f!: 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ELEV. = DISTRIBUTION UTILITY POLE __0_ CLEAN SAND 6-18" ELEV. LOAMY SAND CONCRETE (TO BE PLACED ON FIRM BASE) BOX 21.02 7 INFILTRATORS WITH STONE IN AN Z C1 1500 GALLON COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL Al W-247 B MIN. PITCH 1/8" PER FT. 2" LAYER OF (SAS) ZONE INDEX 25.3 n WASHED STONE REVISED 1/8" TO 1/2- SEWAGE DISPOSAL SYSTEM 2.9, 4" CAST IRON PIPE 6"MAX, A 22 27 MIN WASHED STONE 11.5 NOT TO SCALE EQUAL) MINIMUM (SHEET / OF 1 _MAX.(OR NOTTREQUIRED PITCH 1/4" PER FT. z 1 CU. FT. OF 1 m nw r inrc F1 g CONCRETE HOR 1V. = 22.1 ELEV. = 21.7 5 FEET 19 6 FEET 24 8 FET 34 BENCHMARK Ecc✓= 23.79 LEV. = 21.45 2.0. o o o o 0 ELEV. = 20.1 FIELEV. = (f!: 21.4 6" SUMP ELEVVL= 21.2 "mw�ce�� ��+•='e "11' A BA E DISTRIBUTION UTILITY POLE __0_ 6-18" ELEV. LOAMY SAND IOYR6/8 (TO BE PLACED ON FIRM BASE) BOX 21.02 7 INFILTRATORS WITH STONE IN AN Z C1 1500 GALLON TO BE WATER TESTED IF MORE THAN ONE OUTLET 11' X 49' X 11" TRENCH FORMATION SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL Al W-247 B 3/4" TO 1 1/2"SYSTEM (SAS) ZONE INDEX 25.3 n WASHED STONE REVISED ADJUST 4.6 SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = 16.1 OBSERVED WATER TABLE ( 2 / 7 /96 ) ELEV. = 11.5 NOT TO SCALE r (SHEET / OF 1 \207 4), i RESERVE F 6 D1?P710ry 1500 GALLON Sys SEPTIC TANK TON D. 1 BOX k / 26 o aW !dim n, SOIL TEST DATE OF SOIL TEST FEBRUARY 7. 1996 SOIL TEST DONE BY T. M L FI I AN WITNESSED BY _ P. BRYANTON OBSERVATION HOLE 1 ELEV.= 20.5 OBSERVATION HOLE 2 ELEV.= 20.5 PERCOLATION RATE 6:20 MIN./INCH AT 48 INCHES PERCOLATION RATE MIN./INCH AT INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6' A LOAMY SAND 10YR3/3 UTILITY POLE __0_ 6-18" B LOAMY SAND IOYR6/8 GAS LINE G 18-36" C1 LOAMY SAND 2.5Y7/6 6-120 C2 LOAMY SAND 10YR6/1 WATER ENCOUNTERED AT -1aXL ELEV. = rl•S LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- � FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 0 SOIL TEST LOCATION 10YR3/3 UTILITY POLE __0_ TOWN WATER -W-"�W 8 CATCH BASIN \1®11 11 10YR6/8 GAS LINE G DEPTH � I TEXTURE � a u 0-9' A LOAMY SAND 10YR3/3 9-24" 8 LOAMY SAND 10YR6/8 N 24-36" C1 LOAMY SAND 2.5Y5/6 6 -126 C2 LOAMY SAND 1 n REVISED _� rn E LOCATION MAP r DEPTH HORIZ I TEXTURE � a i 0-9' A LOAMY SAND 10YR3/3 9-24" 8 LOAMY SAND 10YR6/8 24-36" C1 LOAMY SAND 2.5Y5/6 6 -126 C2 LOAMY SAND 1 n DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER 0-9' A LOAMY SAND 10YR3/3 9-24" 8 LOAMY SAND 10YR6/8 24-36" C1 LOAMY SAND 2.5Y5/6 6 -126 C2 LOAMY SAND 1 0YR6/1 BANDS OF SAND _ WATER ENCOUNTERED AT0_1 8" ELEV. = 11.5_ DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 GARBAGE DISPOSAL UNIT NO TOTAL ESTIMATED FLOW (-119-GAL/BR./DAY X _4 BR.) 440 GAL/DAY REQUIRED SEPTIC TANK CAPACITY 880 GAL ACTUAL SIZE OF SEPTIC TANK 1500 GAL SOIL CLASSIFICATION I DESIGN PERCOLATION RATE <_Z_ MIN./IN. EFFLUENT LOADING RATE 0.68 GAL/DAY/S.F. LEACHING AREA 649 SQ. FT. (11X49)+(6OX2X11/12) LEACHING CAPACITY (AREA X RATE) 441.3 GAL/DAY 649 X 0.68 RESERVE LEACHING CAPACITY 441.3 GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ' WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE' �.e)RTARED IN PLAOE. • - :.. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 8. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP 97 AS PARCEL S9 10. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE EITHER SET ON A 6' BED OF 3/4" - 1 1/2" STONE OR ON MECHANICALLY COMPACTED SOIL. 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND THE SOIL ABSORPTION AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). 12. DESIGN ENGINEER IS TO INSPECT AND CERTIFY THAT THE SEPTIC SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THIS PLAN. APPROVED: BOARD OF HEALTH ,J Jam• / � f � ` DATE AGENT SER ENGINEERING I ulra ij ,%LOCUS ly �r / ROUSE 6D PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST PROJECT LOCATION LOT I 25 CRANBERRY LANE, S. YAR. SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 ATE JUNE 5, _ SCALE 1" = 20' JOB N0. 3783-00 REVISED LOCATION MAP REVISED - -� (SHEET / OF 1 SER ENGINEERING