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Home My WebLink AboutEngineered Plans - Rev. 2019LEGEND - - 99 -- EXISTING CONTOUR X 99.1 EXIST. SPOT EL EV. -[991- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH 1. DATUM IS NAVD 88 TEST HOLE 2� SLOPE OF GROUND ALL SYSTEM COMPONENTS SHALL BE UTILITY POLE FIRE HYDRANT N( TE: NOT Al SNBOLS MAY APPEAR IN DRAWIrL I Rfe 6A NOTES SYSTEM PROFILE 1. DATUM IS NAVD 88 o� (NOT TO SCALE) ALL SYSTEM COMPONENTS SHALL BE 2. MUNICIPAL WATER IS PROPOSED a� � MARKED WITH MAGNETIC TAPE OR 0 SLAB EL. 82.25' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION. -- Pond •0 4� a 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS ROUfe 6 81.0' 4" SCH40 VENT WITH MINIMUM .75' MINIMUM .7JOF OF COVER OVER PRECAST FILTER FABRIC OVER COVER OVER PRECAST FILTER FABRIC OVER STONE STONE CHARCOAL FILTER AS TO BE AASHO H-20 PRECAST H-10 WATERTEST D'BOX 2% SLOPE REQUIRED OVER SYSTEM $j'-$2,2' SHOWN PLAN VIEW RISERS TYP. FOR LEVELNESS 4"�SCH40 PVC BLOCKS OR PITCH BACK TO SAS , 5. PIPE JOINTS TO E MWATERTIGHT. B ADE z'm NO LOW POINTS. PTO,. PIPES LEVEL 1ST 2' __ ___ __ _ _ PRECAST RISERS 6 CONSTRUCTIO DETALS E IN ACCORDANCE H N I TO -6 WITMORTAR 24" /PIPES LEVEL 1ST 2' y I 4,COMPONENTS ALLINVERT IN 78.4' (NP") 4, ( ) 310 CMR 15.000 TITLE 5.*79j 79.17 24" TEE Iff-ENDS SIDES 79.4' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TEE GAS BAFFLE •.- GAS BAFFLE :: 78.92o_o00000000 BE USED FOR LOT LINE STAKING OR ANY OTHER 916 GAL COMP. 534 GAL COMP. •; %8.77' 7$.60' >°.°o°°°° O '>o°o°oo°° N O�DD�ODDO�� 0�0��0��0� O®®®®®®®®�� 0�� ;o°o°o°o° °° PURPOSE. ;00000000 ooa000�ooa� ®000a000000 :00000000 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. °°°°°°°° 76.4' �o�o�oDOOooOOOpop000°o°opooOpOoopO oop oo 0 opo�� 1 ^°oO°°°^OOonon°'U^C7o0 0 000�o�Co^o^o^oop?p000 oo L - 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [2]) ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED PERMISSION OBTAINED FROM BOARD OF HEALTH. ARVIN a��L l:'-ATIC}N.�. OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING --- �- (2 % sLOPE)MIN. ( SLOPE) (--L-% % sLOPE) H-20 r: DIGSAFE (1-888-344-7233) AND VERIFYING THE 10 WORKERS X 1-SPACE/2 `WORKERS =5 SPACES1500 GAL H-20 H-20 LEACHING LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES n FOUNDATION- 15' SEPTIC TANK 15' D' BOX 22' FACILITY PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP TOTAL: 5 SPACES REQUIRED 68.7' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED. SHALL BE NO GROUNDWATER FOUND REMOVED BENEATH AND 5' AROUND THE PROPOSED SCALE 1"=2000'± 8 SPACES PROVIDED INCLUDING 1 HANDICAP LEACHING FACILITY. ASSESSORS MAP 93 PARCEL 28.6.1 12. COORDINATE UTILITY INSTALLATIONS WITH 32 PERIMETER TREES ® 20' ON CENTER V v U APPROPRIATE VENDORS. 13. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MAP 93 PARCEL 27 MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. MAP 93 PARCEL 26 RJB BOATS, LLC BRUCE A LACKEY I DB 23227 PG 262 14. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND ZONING SUMMARY DB 28528 PG 298 o METHODS EMPLOYED ON THIS PROJECT WORK SHALL o CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION RI REGULATIONS AND/OR THE MASSACHUSETTS ZONING DISTRICT: B3 DISTRICT 1 o DEPARTMENT OF PUBLIC WORKS STANDARD REQUIRED UIRED: PROPOSED: EL C. RISER SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS MIN. LOT SIZE 40,000 S.F. 51,488± S.F. \ AMENDED TO PRESENT. MIN. LOT FRONTAGE 100' 128.25' _ _ MIN. FRONT SETBACK 30' 37.0' S ��'ST.��`� y.a+. / f, � MAG NAIL N \ MAP 93 PARCEL 28.6.2 '/ / MIN. SIDE SETBACK 10 107.3 52.9 on : /y� ANIL DIWAN 37.2'/60.5'/64.2' GARBAGE DISPOSER IS N0 ALLOWED zo-p r., I =78.6' NAVD88 0 9TF DB 25502 PG 94 MIN. REAR SETBACK 30' 89.8' -------- M 5' REMO AL OF U SUITABLE �g 750 S.=. OFFICE 75 GPD/1000 S.F. = 57 GPD PROP. VENT WITH CHARCOAL FILTER 0 40' Priva e Way.) SOIL AND INSTALL 40 MIL B5 MAX. BUILDING HEIGHT 35' 28' B5/O \ I MAX. LOT COVERAGE* 70% 67% LINER ON LOW SI E OF SAS ® RIM 79.4 0 , 13 ADDITIONAL WORKERS X 1,5 GPD/WORKER = 150 GPD AND B C EN (FINAL PLACEMENT BY AREA HOWN IM 79.6 INV. 7 \ 67 MAX. BUILDING COVERAGE*357 13.6 CONTR OR WITH HOMEOWNER V. 76.7 TOTAL DESIGN FLOW ESTIMATE = 207 GPD CONSU TA TION) ,I , " 79 T \ �G \ C N85» 6 03 E _ 'L *ARTIFICIAL RECHARGE OF EXCESS RUNOFF MUST BE PROVIDED 128 5' GJ / 0�� \ EXISTING SEPTIC TANK: 207 GPD (2) = 414 0 I ' p S ` \ 4"DBL.OAK SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY USE A 1500 GAL. DUAL COt,PARTMENT SEPTIC TANK _q - DISTRICT LEACHING: TR ( RO -n,P) 0 L � S OWNER OF RECORD SIDES: 2(33.5 + 12.83) 2 (.74 = 137 GPD �1 -- 81. B 1 0 3 w �8 � I \ I SHELBY HOLDINGS, LLC _�_ INV. 77.1 - o �82] gen I X I W Z 59 OLD STAGE ROAD BOTTOM 33.5 x 12.83. (.74 318 GPD j N - 0 I 00 TOTAL: 615 `_.F. 455 GPD L82, ; o�8� p Z CENTERVILLE, MA 02632 _ �. I � USE (3) 500 GAL. L`=ACHIN CHAMBERS (ACME OR EQUAL) phi � 4 1 �o T.2) I Iii iN WITH 4' STONE ALL AROUN: �o`° &7 )J �- 8� ° . ° RIM 81.b °° c GH 1 w INV 76.0 >_ . F- 0 o p < `� DEED BOOK 31208 PAGE 249 MA kfi ` 3 i ° H PLAN BOOK 618 PAGE 18 APPROVED DATE BOARD OF HEALTH D TET HOL-: LCOS ENGINEER: CRAIG J. FERRARI, SE' #13871 WITNESS: AMY VON HONE, RS DATE: 1/29/18 PERC. RATE _ < 2 MIN INCH CLASS I SOILS EL 4 V. 4 0 „ 8 2- 4. 0., FI LL 36" 36" A LS 1OYR 4/1 42" 42" B IS 48" 1OYR 4/6 178.4' 48" I C I PERC FS 10YR 6/6 120" 72.4' 120" DCE #17-3tc,7 FILL S 1OYR 4/1 B LS 10YR 4/6 C MS & GRAVEL IOYR 6/6 NO GROUNDV,ATER ENCOUNTERED ELEV. 78.7' 74.7' 68.7' ^� ° I. ° 1 . ° CO 20.0 -� ► I B4\pC� ` X RIM 81.3 4 0 z DMH I < 8 j _ I INV. 7 7.3 A RI82. PROPG AREA INV. 76.00% RESERVE BUILDING 0 7,000 S.F. EXISTING 0 � ° ► SLAB = 82.25 j °I I 2 . ' - 7"DBLOAK EXISTING POLE / 82 Lp I -{° ►- AND OVERHEAD WIRES TOO BE E I ° i I <� X DEMO ED .POLE GU �°. t. t J PROPOSE LIGHTPOLE 82 o P ► I. I 82 I g3 I I °° .. t°° i i < I 1 "OAK I Ynmouth AecIta Depnrtrneza x z I I J o X51z ' t 70 I I1.° I I `+�al<n® Date ..° ° / I m I l o ��"� °I .I° ° �- �{ MAIP 4 RCEL 1.aGr� `7(D MAP 93 RCEL 28.1 107 �8� 3' ° ° I x AN IWA _ I I 4 JASON S WA INS TRS DB 2 22 G 214 B 22236PG 143 ► , ` ':'. �� `82� I I f - L® � '... i i� _STI X I -- - ------ S�T E L _ + A 11A = o J �OOF DRYWELLSI I� 50.0' \ \� OF Area -51,488_ Sq. t. I om CONIC. APRO I I T Or r m PITCH 1% MIN. H-20 6-8"x6' I I o U -`-b"`)N ROiAD o AWAY FROM WITH 2 STONE I i m T� 3.47 \PPINE o`17 "ORPORA 10 .18± Acres I m ROUND I 87r3r € -'WTF I r BUILDING I I _ Shape - 15. I i MH2 =� 00I I E - -- - -- - - - YARMCAU"THROR, Ty' RIM 80.1 0� rn B2 I INV. 76.0 0 PREPARED FOR X\_ X X X \/ RIM 79.2 �, ID _ _ _ _ I I �_ 8 PPINE INV. 76.2 _ I I MA 94 PAR E 1.4 125' I I go DA I E L U I A I E V E B E L A N r" E R o _ - LT Ri DMH 80.1 N I D 28 56 P 49 E _ - _ IM - _ INV. 76.0 Cr) \\ _ 4'o K DATE: MARCH 9, 2018 79 TH2 ___Ips REV. JUNE 6, 2018 (SPR, BOH COMMENTS) i�j 0 0 9"PP REV. MARCH 4, 2019 (DRAINAGE) (M C MAP 93 PARCEL 28.2 V JOE AND DOM LAND LLC _ of n1''}�, Scale:1 "= 20' IC7 218.64 �� dog • �"OA ��w S DB 24616 PG 25 N80• = � DANIEI_A OJALA m�}/DANIEL 'YG�" 0 10 20 30 40 50 FEET CIVIL I,�� / A I t`'�j x X � o No. 405020 ala jJ OJALA " °{ off 508-362-4541 Z��T�cor TO�a 10. 40980 fax 508-362-9880 MAP 9 A EL 28.5 CB p `sem `' .Fs s ta�'�acFSS�°.1 / I downc.ape.com _ p 'L c50 N l r CSD g U ft� G��W%a J 0 RHITU SI T RIM 79.8�� down C'I�ljO►E;/%/I�/ /. DB 23373 318 INV. 76.2 a� Cr _1_tO\ civil engineers land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) J 0- YARMOUTHPORT MA 02675 Rfe 6A `s- 6 o� Q, o a� � 0 o° Dennis . -- Pond •0 4� a h Locus xit 7 ROUfe 6 10 WORKERS X 1-SPACE/2 `WORKERS =5 SPACES1500 GAL H-20 H-20 LEACHING LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES n FOUNDATION- 15' SEPTIC TANK 15' D' BOX 22' FACILITY PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP TOTAL: 5 SPACES REQUIRED 68.7' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED. SHALL BE NO GROUNDWATER FOUND REMOVED BENEATH AND 5' AROUND THE PROPOSED SCALE 1"=2000'± 8 SPACES PROVIDED INCLUDING 1 HANDICAP LEACHING FACILITY. ASSESSORS MAP 93 PARCEL 28.6.1 12. COORDINATE UTILITY INSTALLATIONS WITH 32 PERIMETER TREES ® 20' ON CENTER V v U APPROPRIATE VENDORS. 13. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MAP 93 PARCEL 27 MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. MAP 93 PARCEL 26 RJB BOATS, LLC BRUCE A LACKEY I DB 23227 PG 262 14. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND ZONING SUMMARY DB 28528 PG 298 o METHODS EMPLOYED ON THIS PROJECT WORK SHALL o CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION RI REGULATIONS AND/OR THE MASSACHUSETTS ZONING DISTRICT: B3 DISTRICT 1 o DEPARTMENT OF PUBLIC WORKS STANDARD REQUIRED UIRED: PROPOSED: EL C. RISER SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS MIN. LOT SIZE 40,000 S.F. 51,488± S.F. \ AMENDED TO PRESENT. MIN. LOT FRONTAGE 100' 128.25' _ _ MIN. FRONT SETBACK 30' 37.0' S ��'ST.��`� y.a+. / f, � MAG NAIL N \ MAP 93 PARCEL 28.6.2 '/ / MIN. SIDE SETBACK 10 107.3 52.9 on : /y� ANIL DIWAN 37.2'/60.5'/64.2' GARBAGE DISPOSER IS N0 ALLOWED zo-p r., I =78.6' NAVD88 0 9TF DB 25502 PG 94 MIN. REAR SETBACK 30' 89.8' -------- M 5' REMO AL OF U SUITABLE �g 750 S.=. OFFICE 75 GPD/1000 S.F. = 57 GPD PROP. VENT WITH CHARCOAL FILTER 0 40' Priva e Way.) SOIL AND INSTALL 40 MIL B5 MAX. BUILDING HEIGHT 35' 28' B5/O \ I MAX. LOT COVERAGE* 70% 67% LINER ON LOW SI E OF SAS ® RIM 79.4 0 , 13 ADDITIONAL WORKERS X 1,5 GPD/WORKER = 150 GPD AND B C EN (FINAL PLACEMENT BY AREA HOWN IM 79.6 INV. 7 \ 67 MAX. BUILDING COVERAGE*357 13.6 CONTR OR WITH HOMEOWNER V. 76.7 TOTAL DESIGN FLOW ESTIMATE = 207 GPD CONSU TA TION) ,I , " 79 T \ �G \ C N85» 6 03 E _ 'L *ARTIFICIAL RECHARGE OF EXCESS RUNOFF MUST BE PROVIDED 128 5' GJ / 0�� \ EXISTING SEPTIC TANK: 207 GPD (2) = 414 0 I ' p S ` \ 4"DBL.OAK SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY USE A 1500 GAL. DUAL COt,PARTMENT SEPTIC TANK _q - DISTRICT LEACHING: TR ( RO -n,P) 0 L � S OWNER OF RECORD SIDES: 2(33.5 + 12.83) 2 (.74 = 137 GPD �1 -- 81. B 1 0 3 w �8 � I \ I SHELBY HOLDINGS, LLC _�_ INV. 77.1 - o �82] gen I X I W Z 59 OLD STAGE ROAD BOTTOM 33.5 x 12.83. (.74 318 GPD j N - 0 I 00 TOTAL: 615 `_.F. 455 GPD L82, ; o�8� p Z CENTERVILLE, MA 02632 _ �. I � USE (3) 500 GAL. L`=ACHIN CHAMBERS (ACME OR EQUAL) phi � 4 1 �o T.2) I Iii iN WITH 4' STONE ALL AROUN: �o`° &7 )J �- 8� ° . ° RIM 81.b °° c GH 1 w INV 76.0 >_ . F- 0 o p < `� DEED BOOK 31208 PAGE 249 MA kfi ` 3 i ° H PLAN BOOK 618 PAGE 18 APPROVED DATE BOARD OF HEALTH D TET HOL-: LCOS ENGINEER: CRAIG J. FERRARI, SE' #13871 WITNESS: AMY VON HONE, RS DATE: 1/29/18 PERC. RATE _ < 2 MIN INCH CLASS I SOILS EL 4 V. 4 0 „ 8 2- 4. 0., FI LL 36" 36" A LS 1OYR 4/1 42" 42" B IS 48" 1OYR 4/6 178.4' 48" I C I PERC FS 10YR 6/6 120" 72.4' 120" DCE #17-3tc,7 FILL S 1OYR 4/1 B LS 10YR 4/6 C MS & GRAVEL IOYR 6/6 NO GROUNDV,ATER ENCOUNTERED ELEV. 78.7' 74.7' 68.7' ^� ° I. ° 1 . ° CO 20.0 -� ► I B4\pC� ` X RIM 81.3 4 0 z DMH I < 8 j _ I INV. 7 7.3 A RI82. PROPG AREA INV. 76.00% RESERVE BUILDING 0 7,000 S.F. EXISTING 0 � ° ► SLAB = 82.25 j °I I 2 . ' - 7"DBLOAK EXISTING POLE / 82 Lp I -{° ►- AND OVERHEAD WIRES TOO BE E I ° i I <� X DEMO ED .POLE GU �°. t. t J PROPOSE LIGHTPOLE 82 o P ► I. I 82 I g3 I I °° .. t°° i i < I 1 "OAK I Ynmouth AecIta Depnrtrneza x z I I J o X51z ' t 70 I I1.° I I `+�al<n® Date ..° ° / I m I l o ��"� °I .I° ° �- �{ MAIP 4 RCEL 1.aGr� `7(D MAP 93 RCEL 28.1 107 �8� 3' ° ° I x AN IWA _ I I 4 JASON S WA INS TRS DB 2 22 G 214 B 22236PG 143 ► , ` ':'. �� `82� I I f - L® � '... i i� _STI X I -- - ------ S�T E L _ + A 11A = o J �OOF DRYWELLSI I� 50.0' \ \� OF Area -51,488_ Sq. t. I om CONIC. APRO I I T Or r m PITCH 1% MIN. H-20 6-8"x6' I I o U -`-b"`)N ROiAD o AWAY FROM WITH 2 STONE I i m T� 3.47 \PPINE o`17 "ORPORA 10 .18± Acres I m ROUND I 87r3r € -'WTF I r BUILDING I I _ Shape - 15. I i MH2 =� 00I I E - -- - -- - - - YARMCAU"THROR, Ty' RIM 80.1 0� rn B2 I INV. 76.0 0 PREPARED FOR X\_ X X X \/ RIM 79.2 �, ID _ _ _ _ I I �_ 8 PPINE INV. 76.2 _ I I MA 94 PAR E 1.4 125' I I go DA I E L U I A I E V E B E L A N r" E R o _ - LT Ri DMH 80.1 N I D 28 56 P 49 E _ - _ IM - _ INV. 76.0 Cr) \\ _ 4'o K DATE: MARCH 9, 2018 79 TH2 ___Ips REV. JUNE 6, 2018 (SPR, BOH COMMENTS) i�j 0 0 9"PP REV. MARCH 4, 2019 (DRAINAGE) (M C MAP 93 PARCEL 28.2 V JOE AND DOM LAND LLC _ of n1''}�, Scale:1 "= 20' IC7 218.64 �� dog • �"OA ��w S DB 24616 PG 25 N80• = � DANIEI_A OJALA m�}/DANIEL 'YG�" 0 10 20 30 40 50 FEET CIVIL I,�� / A I t`'�j x X � o No. 405020 ala jJ OJALA " °{ off 508-362-4541 Z��T�cor TO�a 10. 40980 fax 508-362-9880 MAP 9 A EL 28.5 CB p `sem `' .Fs s ta�'�acFSS�°.1 / I downc.ape.com _ p 'L c50 N l r CSD g U ft� G��W%a J 0 RHITU SI T RIM 79.8�� down C'I�ljO►E;/%/I�/ /. DB 23373 318 INV. 76.2 a� Cr _1_tO\ civil engineers land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) J 0- YARMOUTHPORT MA 02675 1 i � -o M >Zr� O > O d � Zl .ZJ � ' Tj r C0130 od g D U)y O C) 2.1' MIN. ° o ° q ;'u I. �o°o°O N �==z o o oo ODN 1 6 a O�o ly. 12 =m N 'Y T o QoN O(nr W'3 O 2 a r- U) Z cn 000a = oD C: ::1 �. 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