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Home My WebLink About7-A025SHINGLED CAP OVER 3 TAB ASPHALT SHINGLES ON 15# FELT PAPER ALUM GUTTERS ON Ix8 FASCIA BIDS. — IxB FRIEZE BDS. Ix4 CASING—TYP.— Ix8 CORNER BD. — W.C. SHINGLES 5V2" EXPOSURE - LEFT SI SCALE:1/4"=I'-c CLIMBING LATTICE 12 Q 3+/- JGLES PAPER RS ON DS. 3DS. TYP. 0. �S E )UT N -TYP. ELEVATION 7RIEZE BDS. :ASI NG—TYP POSTS TRIM—TYP. NT BOARDS 'POSURE ;3 DRIP BD ON Z RAKE BD. STAMP: QV N co W � co 0No En z m N Q N N ct O 10 10 co m m 0bm � o 0 p x O rw LL U O LL U 0- z 8 W u— 11 CJ 9U V �ry/1� 0 :U Q z W w N CD pU w� Q C m O a O S ®� o �® h TITLE: EXTERIOR ELEVATIONS SSLLD: NS: 02/07/07 N BY: BD PROJECT #: C -0031 -Ob DRAWING NO.: JO kl/ A3 H4 W � U O z Lu Lu O I`- o � O rw O p If 0- TITLE: EXTERIOR ELEVATIONS SSLLD: NS: 02/07/07 N BY: BD PROJECT #: C -0031 -Ob DRAWING NO.: JO kl/ A3 H4 3 TAB ASPHAI ON 15# ALUM ix8 FA: W.C. 5V2" EA ON T7 WRAP W/ 2X P.T. STANDOFF BLOCKING AS NEEDED (FIELD BUILT) IGLES 'APER ?S ON DS. 3DS. TYP. 3D. :S OUSE .. SUBFL. TOP OF FND ELEV.=3q.0' -$— - — - — IX4 SUB RAKE t ALUM. STEP o FLASHING —� TYP. .12 4 2ND FLOOR 'EL 0 8X10 PVC — LIGHT `A BLOCK W/ FLASHING IST FL. SUBFL. ELEV.=3q.83' G A5 12 q TYP. 8" BUILT -OUT RAKES 1x3 DRIP BD ON ® Ix8 RAKE BD. ALUM FLASHING ON 2x2 HEAD CASING-TYP. 1x8 CORNER BD. ASPHALT SHINGLES ON FULL COVERAGE ICE 4 WATERSHIELD ALUM GUTTERS ON Ix8 FASCIA BDS. 12 EL - __ –1 r—Ix8 FRIEZE BIDS. CEMENT CLAPBOARD- ��• Ix4 CASING—TYP. ®RION 4x4 P.T. POSTS ON TYVEK HOUSE WRAP PAINTED <OUT RAKE :IP BD ON EKE BD. STEP ING )RNER BD. SHINGLES 7XP05URE YVEK HOUSE FM ROVED 2 5 ZQpJ� YARMOUTH OlD KI 'S I GHWAY - ,Q 7 /nLQ. 3 ,T ix ujco cq co OD cli 00 [n ao N m M 66 co o 0 O Lo s a U U Lu LL =U ffF— Z Z ►�- �U ¢0 ZLu 0 pCLU m Q �n c O �B O ®E� 0 DEQ N C/) uj F-- OQ � U O z Q� � � o0 z00 %,o LL_ _ C)w r"40 O � O � rw Iv EL :D m Q O O >- q CL q4z TITLE: EXTERIOR ELEVATIONS DATE ISSUED: 04/24/0' REVISIONS: OKHC UPDATES 04/24/07 C DRAWN BY: BD PROJECT #: C-0031-06 DRAWING NO.: LEGEND v =E3= 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR 100 - EXISTING CONTOUR W PROPOSED WATER r� r� NIMAL FILL ALLOWED At DRIVEWAY :ADING C PROP. TOP SYSTEM PROFILE AT EL. 35.0'± ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCE) ACCESS COVER (WATERTIGHT) TO 33.0 MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE •31.46' PROPOSED 1500 GALLON SEPTIC 30.96' 31.21' TANK (H- 10) GAS 71 BAFFLE 30.87 o000 ( �'5% SLOPE) 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) DEPTH OF FLOW = 4' TEE SIZES: INLET DEPTH OUTLET DEPTH 14" FOUNDATION- 10' - SEPTIC TANK *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM (_% SLOPE) - 9' - PORCH #61 PROP. DWELL- TOP WELLTOP FNDN = 40.0' 02-206 (LOT 7) 0 #64 PROP. DWELL TOP FNDN =35.0' DECK 0 RUN PIPE LEVEL FOR FIRST 2' D' BOX 15A�8 oTH- / �s / s . 5REMOVAL OF UNSUITABLE SOIL / REQUIF€D AROUND NORTHEASTERLY PORTION OF / \ PERIMETER OF LEACHING FACILITY. / DOWN TO SUITABLE SOIL LAYER / REPLACE WITH CLEAN MED. SAND. / ACCESS COVER TO WITHIN 3' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 2' DOUBLE WASHED PEASTONE \ / OR GEOTEXTILE FABRIC 000n v =E3= jpg 30.6' [=OE3O = 330 GPD O 000Q o v / 0000 BRUSH -HILL tOYR 4/2 B a 2' E3 6.7' 0 1:] [� E3 D O O 3/4" TO 1 1/2" DOUBLE WASHED STONE 5' REMOVAL OF UNSUITABLE SOIL S.F. 349 GPD REQUIRED AROUND PORTION OF CHAMBERS - 12' PERIMETER OF LEACHING FACILITY, LEACHING 1 OWN TO SUITABLE SOIL LAYER 1'I APPROX. HATCHED AREA). FACILITY T REPLACE WITH CLEAN MED. SAND. I ��-PROV^D_E APPROX. 47' OF 40 ).'!L!:L \�1 OFF SAS IN AREA LINER AT 5" TOP AT 33.3', 1� SHOWN. BOTTOM AT ELEV.. 29. 29.3' V` BENCHMARK �,� E CORNER CONC. ELEC. PAD ELEV. = 33.5' PORCH #61 PROP. DWELL- TOP WELLTOP FNDN = 40.0' 02-206 (LOT 7) 0 #64 PROP. DWELL TOP FNDN =35.0' DECK 0 RUN PIPE LEVEL FOR FIRST 2' D' BOX 15A�8 oTH- / �s / s . 5REMOVAL OF UNSUITABLE SOIL / REQUIF€D AROUND NORTHEASTERLY PORTION OF / \ PERIMETER OF LEACHING FACILITY. / DOWN TO SUITABLE SOIL LAYER / REPLACE WITH CLEAN MED. SAND. / ACCESS COVER TO WITHIN 3' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 2' DOUBLE WASHED PEASTONE \ / OR GEOTEXTILE FABRIC 000n v =E3= jpg 30.6' [=OE3O = 330 GPD O 000Q o SEPTIC TANK: 330 GPD (2) 0000 0 0000 tOYR 4/2 B a 2' E3 6.7' 0 1:] [� E3 D O O 3/4" TO 1 1/2" DOUBLE WASHED STONE (L -X SLOPE) S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS - 12' WITH 4 STONE ALL AROUND LEACHING FACILITY N� � N P0 LO 7 1943 S.F. 1 3' MAX. NOTES 1. DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS AWILABLE 3. MINIMUM PIPE PITCH TO RE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALI PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STATING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. i 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY SO/RD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF l EALTH. 15' ADJ. G.W. EL. 23.6' / / 28 / / / / / / / / / UNOISTURB'D ATED \ 5' REMOVAL OF UNSUITABLE SOIL DRGAANAGE REQUIRED AROUND PERIMETER OF EASEMENT LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE 23.332±S.F. WITH CLEAN MEDIUM SAND. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OV.RHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILIY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIEL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AZOUND THE PROPOSED LEACHING FACILITY. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED ELEV. 27.1' DESIGN FLOW. 3 BEDROOMS ® 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW LS SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK tOYR 4/2 B LEACHING: 1OYR 4/2 10" B 6.7' SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL- 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4 STONE ALL AROUND , MA APPROVED DATE BOARD OF HEALTH slylo7 � DATE LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 96 PARCEL 41 TEST HOLE LOGS ENGINEER: DAVID FLAHERTY, R.S WITNESS: PHIL RENAUD, YBOH DATE: JANUARY 16, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 0" 0/A/E ELEV. 27.1' 0" 0/A/E ELEV. 27.5' LS LS 12" tOYR 4/2 B 26.1' 1OYR 4/2 10" B 6.7' LS LS 30" 1 OYR 4/6 24.6' 31 " 1 OYR 4/6 24.9' ` C C Pmc MS MS 2.5Y 5/6 2.5Y 5/6 23.2_' ADJ. G.W ADJ. G.W. 84" 20.1' 84" 20.5' OBS. G.W. OBS. G.W. 108" 18.1' 108" 18.5' OBS. WELL DATA - WELL: A1W-247 ZONE: C DATE: JAN. 2007 READING: 23.0' ADJUSTMENT: 3.1' TITLE 5 SITE PLAN P.E., P.L.S. OF 64 BRUSH HILL RD. YARMOUTH (PORT), MA PREPARED FOR OUR FIRST HOME DATE: FEBRUARY 16, 2007 Scale:1 "= 20' 0 10 20 30 40 50 FEET FMAy2 R OVED 07 I YARMOUTH off 508-362-4541 OLD KING'S fax 508 362-9880 down cape engineering, inc. 3 Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 02-206OUR_FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF) LEGEND VEGETATED 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR W PROPOSED WATER 02-206 (LOT 7) PROP. TOP AT EL. 35.0'± SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ACCESS CSR TO WITHIN 3 OF FIN. GRADE 33.0' MINIMUM 75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED at/FR cvcrru ' �n *31.46' 21M 31.21' �'�I � 30.87' � ( 2.5% SLOPE) �6- CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) DEPTH OF FLOW 4' TEE SIZES: INLET DEPTH OUTLET DEPTH 14" FOUNDATION- 10' - SEPTIC TANK *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM NIMAL FILL ALLOWED VEGETATED \ GARBAGE DISPOSER IS NOT ALLOWED R DRIVEWAY�- LEACHING FACILITY, DOWN TO EASEMENT 'ADING = 330 GPD USE A 330 GPD DESIGN FLOW 27.5' SEPTIC TANK: 330 GPD (2) = 660 0/A/E USE A 1500 GAL. SEPTIC TANK - LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD o BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND B B BRUSH,HILL RD. LS 30" 1OYR 4/6 24.6'31 31 " 4/6 24.9' PERC MS MS, 1T, i 1 i I 2.5Y 5/6 2.5Y 5/6 ,1 ___ 23.2_' 23.6' AG.W DJ. ___ ADJ. G.W__ 84° BENCHMARK %/ E 20.5' CORNER CONC. ELEC. PAD ELEV. = 33.5' OBS. G.W. 108" 18.1' 108" 18.5' X53' R 00 5. \ / WN \ \ \ \ \N `i PORCH 3R ap \ / h1 PROP #61 PROP. DWELL TOP FNDN = 40.0' •x' 0.. 1 wC J , , O 0 _TFT 1 ( % SLOPE) - 9' - / PROP. DWELL. TOP FNDN -35.0' DECK Ed 5' REMOVAL OF UNSUITABLE SOIL / REQUIRED AROUND / NORTHEASTERLY PORTION OF / \ PERIMETER OF LEACHING FACILITY, / DOWN TO SUITABLE SOIL LAYER / REPLACE WITH CLEAN MED. SAND. / D / RUN PIPE LEVEL 2" DOUBLE WASHED FOR FIRST 2' / OR GEOTEXTILE - 000E3 v 0000 30.6' EI000 0 0000 0 0000 0 0000 2' OOvO D x000 3/4" TO 1 1/2" DOUBLE WASHED STONE (-L- % SLOPE) D' BOX 12 LEACHING FACILITY 154'.-7e; 311\ N 6LO �T 943 7S.F. 3' MAX. 15' ADJ. G.W. EL. 23.6' NOTES 1. DATUM. IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE -RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK.. 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. SYSTEM DESIGN: VEGETATED \ GARBAGE DISPOSER IS NOT ALLOWED DRAINAGE LEACHING FACILITY, DOWN TO EASEMENT DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW 27.5' SEPTIC TANK: 330 GPD (2) = 660 0/A/E USE A 1500 GAL. SEPTIC TANK - LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD o BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND B ti9 / 28 / / 29, / / / / / UNDISTURBED 5' REMOVAL OF UNSUITABLE SOIL VEGETATED REQUIRED AROUND PERIMETER OF DRAINAGE LEACHING FACILITY, DOWN TO EASEMENT SUITABLE SOIL LAYER. REPLACE 23,332±S.F. WITH CLEAN MEDIUM SAND. 27.5' APPROVED A 'a LOCUS Route 6 LOCUS MAP SCALE 1"=2000'± ASSESSORS'MAP 96 PARCEL 41 TEST HOLE LOGS ENGINEER: DAVID FLAHERTY, R.S. WITNESS: PHIL RENAUD, YBOH DATE: JANUARY 16, 2007 PERC. RATE = < 2 MIN/INCH CLASS ' SOILS P# , MA DATE BOARD OF HEALTH OBS. WELL DATA - WELL: A1W-247 ZONE: C DATE: JAN. 2007 READING: 23.0' ADJUSTMENT: 3.1' i E P 19 7007 i BUILDINGDLPT- !- BY: - TITLE 5- SITE PLA OF 64 BRUSH HILL RD. YARMOUTH (PORT), MA PREPARED FOR OUR FIRST HOME DATE: FEBRUARY 16,2007 REV. DATE: SEPTEMBER 12, 2007 (BLDG SETBACKS) Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508 362-9880 do wn cap e engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOU THPOR T, MASS. r1 ELEV. V ELEV. 0"V - 27.1 0" - 27.5' 0/A/E 0/A/E - LS LS 12" 1OYR 4/2 26.1'10" 10" 4/2 6.7' B B LS LS 30" 1OYR 4/6 24.6'31 31 " 4/6 24.9' PERC MS MS, 2.5Y 5/6 2.5Y 5/6 ___ 23.2_' 23.6' AG.W DJ. ___ ADJ. G.W__ 84° 20.1' 84" 20.5' _ OBS. G.W. OBS. G.W. 108" 18.1' 108" 18.5' , MA DATE BOARD OF HEALTH OBS. WELL DATA - WELL: A1W-247 ZONE: C DATE: JAN. 2007 READING: 23.0' ADJUSTMENT: 3.1' i E P 19 7007 i BUILDINGDLPT- !- BY: - TITLE 5- SITE PLA OF 64 BRUSH HILL RD. YARMOUTH (PORT), MA PREPARED FOR OUR FIRST HOME DATE: FEBRUARY 16,2007 REV. DATE: SEPTEMBER 12, 2007 (BLDG SETBACKS) Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508 362-9880 do wn cap e engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOU THPOR T, MASS.