Loading...
HomeMy WebLinkAbout991 West Yarmouth Road - Site PlanLEGEND - 99 - EXISTING CONTOUR x 99.1 EXIST. SPOT ELEV. F9911 PROPOSED CONTOUR MI PROPOSED SPOT EL. TH1 SOILS 1 TEST HOLE 2�_ SLOPE OF GROUND COL) UTILITY POLE �q-y �s`Pb FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD (2) = 1100 USE A 1500 GAL. H-10 SEPTIC TANK LEACHING: SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD BOTTOM 42 x 12.83 (.74) = 398 GPD TOTAL: 756 S.F. 560 GPD USE (4) 500 GAL. H-10 LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED MA DATE BOARD OF HEALTH 42.5 TO" 15DO GAL H-10 14� (PROP) ° ° 41.75' 42,0 TEE TEE SEPTIC TANK oo°°o . I®®®®®® 4 U0. LEVEL GAS BAFFLE.., o 000p00000eoo oc O 'o°o°o°oo®®O®®®®®®® ®®®®®®�®® X0000°o°o ® }aCCJ®®®®®®®®®®® ACME OR EQUAL ,°,o°o°o°opo°o o° 0 0 39.53' 6' ° 37.17' ? WATER -TEST D'BOX FOR LEVELNESS ° 0°0°0°0°0°0°0°0°0°0°o°oc 0 0 0 0 0 0 0 0 0 0 o c3/4" -l -112"H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL 0 0 0 0 0 0 0� opo o O O, L AROUNT PRECAST STRUCTURES DOUBLE WASHED 4' MIN. (a) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DRIFNSIONS TO OUTSIDE OF STONE: 42.0' X 12.83' S 8T COMPACTION. (15.221 [21) 31.3' BOTTOM TH-1 (1-% SLOPE) (-L5--% SLOPE) (-L-% SLOPE) NO GROUNDWATER FOUND FOUNDATION- 17' - SEPTIC TANK 15' D' BOX - 21' LEACHING FACILITY ZONING SUMMARY ^-' 39 ZONING DISTRICT: R-40 DISTRICT EXISTING 4 4 MIN. LOT SIZE 40,000 S.F. 35,513 S.F. PROP. SHRUB (TYP) MIN. LOT FRONTAGE 150' 180' 4 .25 ` 76 \ INSTALLER TO CONFIRM SUITABLE SOILS FOR 4' MIN BELOW BASE OF PROPOSED SAS PRIOR MIN. FRONT SETBACK 30' 118.3' TO INSTALLATION OF ANY PORTION OF SEPTIC MIN. SIDE SETBACK 20' 26.5' 3z SYSTEM x42;6 TH MIN, REAR SETBACK 20' 28.6' 42.86 200.00• MAX. LOT COVERAGE: 25% 8.7% ° 0 In2 TH 1 \ 4t N SITE IS NOT LOCATED WITHIN AQUIFER PROTECTION DISTRICT °3.` 4? a .as 4334 � EXIST. -- - a 42.7 EX. CESSPOOLS f SHED OWNER OF RECORD 43.5' (SEE NOTE 12) 22" CHERRY 0 \ 34 x 5 � 33.29 � ff JOHN & RITA MASOTTA O \-36 B 70 MT. PLEASANT STREET s4 x41.10 Esf \� FND. 70 MT. , MA 01801 CP sa p f f unL"5 1 Q4 x5 .13 x44. ` .ai PNE3 J 44.18 16.2 000 00 EXIST, f Rpp J/ r PROP. DWELLING T E NDN 7 LL G C. E TOP FNDN. = l' EL 45.8' x 40. 1 REFERENCES ELEV. 45.5' (TO BE REMOVED 14 K J y`li•Y� � DEED BOOK 25153 PAGE 257 2 44.56 x 44 47 LOT AREA PLAN BOOK 240 PAGE 14335,513 t SF � W_ W�I o PORCH T ° SEPTIC INSPECTION REPORT DATED 10/31/10 II I W_ PROP. ROP v x 8. _ N P II I I ATERLIN W_ IN 34.98 28.6' W- . - 4�2 x44.02 WJ 6' OAK I x 40.49 n - I x 44.13 I 118, J Q I 3. x 4�.26 © � I -42.75 J as PROP. ERIC WALK � C1 x 2.4 I o J J I I m x 36.06 O x 3.56 8.2' -43.38 C/ I I x 9. 11 J I PROP. 140 II x 42.82 NIL J SF SHED 41'69 I- --- p I I PROPOSED POST x 40.66 ix G 43 x J G PROP. GASLINE N� . t �n 4 14 N �j`, J f� IN 1 G x 40.50 G X39 / N x ., z 44 x 42. �_ AO x 39.7 r'R41.f 4 x39.76 x3 \ 9.51 NN \ - W -39.60 ..) x 39.27 NCH MARK - TOP OF 40'78 NCRETE BIND. EL. - 43.6' 3 r0 38.42 39 x 38.41 ff�� 20p 00' motirf t PROP. COBBLE ENTRANCE 137,34 x 38.58 39 J 9.18 V7 7.91 37.56 1 -Is -1 DATE DANIEL A. OJALA, P.E., P.L.S. NOTES 1. DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -],Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE 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 (1-888-343-7233) AND VERIFYING THE LOCATION OF ALL U14DERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. 13. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS AND NEW SERVICES WITH APPROPRIATE VENDORS LOCUS MAP NOT TO SCALE ASSESSORS MAP 123 PARCEL 107 LOCUS IS WITHIN FEMA FLOOD ZONE C TEST HOLE LOGS SYSTEM PROFILE SHALL BE EM COMPONENTSETIC . PERC. RATE _ < 2 'MIN/INCH MALL ARKYD PE OR SOILS 1 (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE TOP FOUND. EL. 45.5' LS 0/A 2" PEASTONE OR GEOTEXTILE 10YR 5/2 LS 8" 8" FILTER FABRIC OVER STONE B 44.0' MINIMUM .75' OF COVER OVER PRECAST B 2%SLOPE REQUIRED OVER SYSTEME LS PRECAST H-10 RISERS (TYP.) LS 32" 10YR 5/8 BLOCKS OR 4"SCH40 PVC 39.8' 2'a PROP. TEE 4"0SCH40 PVC PIPES LEVEL IST 2'' 4• ENDS PERC72.5Y MORTAR ALL PRECAST RISERS COMPONENTS H-10 (TYP.) NV'S L. 39.17' 4' SIDES 40 0' 42.5 TO" 15DO GAL H-10 14� (PROP) ° ° 41.75' 42,0 TEE TEE SEPTIC TANK oo°°o . I®®®®®® 4 U0. LEVEL GAS BAFFLE.., o 000p00000eoo oc O 'o°o°o°oo®®O®®®®®®® ®®®®®®�®® X0000°o°o ® }aCCJ®®®®®®®®®®® ACME OR EQUAL ,°,o°o°o°opo°o o° 0 0 39.53' 6' ° 37.17' ? WATER -TEST D'BOX FOR LEVELNESS ° 0°0°0°0°0°0°0°0°0°0°o°oc 0 0 0 0 0 0 0 0 0 0 o c3/4" -l -112"H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL 0 0 0 0 0 0 0� opo o O O, L AROUNT PRECAST STRUCTURES DOUBLE WASHED 4' MIN. (a) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DRIFNSIONS TO OUTSIDE OF STONE: 42.0' X 12.83' S 8T COMPACTION. (15.221 [21) 31.3' BOTTOM TH-1 (1-% SLOPE) (-L5--% SLOPE) (-L-% SLOPE) NO GROUNDWATER FOUND FOUNDATION- 17' - SEPTIC TANK 15' D' BOX - 21' LEACHING FACILITY ZONING SUMMARY ^-' 39 ZONING DISTRICT: R-40 DISTRICT EXISTING 4 4 MIN. LOT SIZE 40,000 S.F. 35,513 S.F. PROP. SHRUB (TYP) MIN. LOT FRONTAGE 150' 180' 4 .25 ` 76 \ INSTALLER TO CONFIRM SUITABLE SOILS FOR 4' MIN BELOW BASE OF PROPOSED SAS PRIOR MIN. FRONT SETBACK 30' 118.3' TO INSTALLATION OF ANY PORTION OF SEPTIC MIN. SIDE SETBACK 20' 26.5' 3z SYSTEM x42;6 TH MIN, REAR SETBACK 20' 28.6' 42.86 200.00• MAX. LOT COVERAGE: 25% 8.7% ° 0 In2 TH 1 \ 4t N SITE IS NOT LOCATED WITHIN AQUIFER PROTECTION DISTRICT °3.` 4? a .as 4334 � EXIST. -- - a 42.7 EX. CESSPOOLS f SHED OWNER OF RECORD 43.5' (SEE NOTE 12) 22" CHERRY 0 \ 34 x 5 � 33.29 � ff JOHN & RITA MASOTTA O \-36 B 70 MT. PLEASANT STREET s4 x41.10 Esf \� FND. 70 MT. , MA 01801 CP sa p f f unL"5 1 Q4 x5 .13 x44. ` .ai PNE3 J 44.18 16.2 000 00 EXIST, f Rpp J/ r PROP. DWELLING T E NDN 7 LL G C. E TOP FNDN. = l' EL 45.8' x 40. 1 REFERENCES ELEV. 45.5' (TO BE REMOVED 14 K J y`li•Y� � DEED BOOK 25153 PAGE 257 2 44.56 x 44 47 LOT AREA PLAN BOOK 240 PAGE 14335,513 t SF � W_ W�I o PORCH T ° SEPTIC INSPECTION REPORT DATED 10/31/10 II I W_ PROP. ROP v x 8. _ N P II I I ATERLIN W_ IN 34.98 28.6' W- . - 4�2 x44.02 WJ 6' OAK I x 40.49 n - I x 44.13 I 118, J Q I 3. x 4�.26 © � I -42.75 J as PROP. ERIC WALK � C1 x 2.4 I o J J I I m x 36.06 O x 3.56 8.2' -43.38 C/ I I x 9. 11 J I PROP. 140 II x 42.82 NIL J SF SHED 41'69 I- --- p I I PROPOSED POST x 40.66 ix G 43 x J G PROP. GASLINE N� . t �n 4 14 N �j`, J f� IN 1 G x 40.50 G X39 / N x ., z 44 x 42. �_ AO x 39.7 r'R41.f 4 x39.76 x3 \ 9.51 NN \ - W -39.60 ..) x 39.27 NCH MARK - TOP OF 40'78 NCRETE BIND. EL. - 43.6' 3 r0 38.42 39 x 38.41 ff�� 20p 00' motirf t PROP. COBBLE ENTRANCE 137,34 x 38.58 39 J 9.18 V7 7.91 37.56 1 -Is -1 DATE DANIEL A. OJALA, P.E., P.L.S. NOTES 1. DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -],Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE 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 (1-888-343-7233) AND VERIFYING THE LOCATION OF ALL U14DERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. 13. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS AND NEW SERVICES WITH APPROPRIATE VENDORS LOCUS MAP NOT TO SCALE ASSESSORS MAP 123 PARCEL 107 LOCUS IS WITHIN FEMA FLOOD ZONE C TEST HOLE LOGS ENGINEER: ARNE H. OJALA, PE, SE WITNESS: AMY VON HONE, RS DATE: 12/9/10 . PERC. RATE _ < 2 'MIN/INCH CLASS I SOILS 1 ELEV. ELEV. 2 � 0" - 43:0' 0" 42.8' - 0/A - LS 0/A 10YR 5/2 LS 8" 8" 10YR 5/2 B B LS LS 32" 10YR 5/8 40.3'. 36" 10YR 5/8 39.8' C PERC72.5Y MS 6 2.5Y 6/6 120" 33_0' 138" NO GROUNDWATER ENCOUNTERED rm An 0 OF 31.3' 991 WEST YARMOUTH ROAD YARMOUTH PORT PREPARED FOR' JOHN MASOTTA JANUARY 15, 2013 Sc01e:1 "= 20' 0 10 20 30 �40 50 FEET off 508-362-4541 fox 508-362-9880 downcope.com down cape engineering, inc, civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675