Loading...
HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Septic System DesignI 38 TO B REMOVED 22• EASEMEt'n _ No �- _ -• - PROPOI TRAIL ESMNT. 3g EXISTING 10' WIDE DIR ROAD NB2'5505 "E 38 VEN ^PpTH�WAIKING - AP 83 LOT 1 0. _ �-'rACFANG FIELD 2 J CHAIN LINK FENCE W//GATE _ - 100' X 52' _�--_-II ■ (0 - a SEPTIC RESERVE i o EL. 36.74' �_--LDfCHING FIELD 1 _ N - 10.00' 100' i VENT � N I - / I ■ J , ® ^o� 10.00'®SEPTIC RESERVE iO■ i - 13.94 c ` � N ,\ 1 'I - Oo - 3j as-• ■ 0.0 MAP 83 LOT 13 2 I V Q 4 o 8.0 fj' 12,000 GAL 20.0 °� 0 8.0 O PVC PIPE O BIOCLERE RIE Al BLDG 2 O O' 00 UNITS 0 O. 8320 SF 1ST FLOOR Q 8320 SF 2ND FLOOR0 20,0 0 I ------ _\ ,�p0• 0 e SLAB EL 40 In _ `o o. . 20.00' o ' O 0 23,000 GAL -012 u NOTES rya S/7 (2 COMP.) 20.00' 2o.Do' y LDG 1 N 6 C1'iy v 2 STORY OFFICE d J O O• �" \ BUILDING (TYP.) o O CLEANO 8320 SF IST FL00 oO TTi - 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PIAN IS EXISTING 12"o WATER MAIN .�,��' 2 ^ - 8320 SF 2ND FLOG 20.00' EAST SIDE WILLOW STREET �pO, � �?pp,\ o 20.00' APPROXIMATE. PRIOR E ANY EXCAVATION ON THIS SITE, THE EXCAVATING o SLAB EL 39.5 C MAP. 73 LOT 3 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE •• O a 20.00' (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ' o 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 2000 10.0 cZoo. O O m PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS ..° O n AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 0.- `79 A 2000 2 p o SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT, 0 m' 8 0 8'O d ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS OOP' / ,' •p0. - MAP 83 L '� ABANDONED I OUTH CAMPGROUND ASSOC. INC. ING UTILITY POLE (NP.) EXIT o o I 38 TO B REMOVED 22• EASEMEt'n _ No �- _ -• - PROPOI TRAIL ESMNT. 3g EXISTING 10' WIDE DIR ROAD NB2'5505 "E 38 VEN ^PpTH�WAIKING - AP 83 LOT 1 0. _ �-'rACFANG FIELD 2 J CHAIN LINK FENCE W//GATE _ - 100' X 52' _�--_-II ■ (0 - a SEPTIC RESERVE i o EL. 36.74' �_--LDfCHING FIELD 1 _ N - 10.00' 100' i VENT � N I - / I ■ J , ® ^o� 10.00'®SEPTIC RESERVE iO■ i - 13.94 c ` � N ,\ 1 'I - Oo - 3j as-• ■ 0.0 MAP 83 LOT 13 2 I V Q 4 o 8.0 fj' 12,000 GAL 20.0 °� 0 8.0 O PVC PIPE O BIOCLERE RIE Al BLDG 2 O O' 00 UNITS 0 O. 8320 SF 1ST FLOOR Q 8320 SF 2ND FLOOR0 20,0 0 I ------ _\ ,�p0• 0 e SLAB EL 40 In _ `o o. . 20.00' o ' O 0 23,000 GAL -012 u NOTES rya S/7 (2 COMP.) 20.00' 2o.Do' y LDG 1 N 6 C1'iy v 2 STORY OFFICE d J O O• �" \ BUILDING (TYP.) o O CLEANO 8320 SF IST FL00 oO TTi - 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PIAN IS EXISTING 12"o WATER MAIN .�,��' 2 ^ - 8320 SF 2ND FLOG 20.00' EAST SIDE WILLOW STREET �pO, � �?pp,\ o 20.00' APPROXIMATE. PRIOR E ANY EXCAVATION ON THIS SITE, THE EXCAVATING o SLAB EL 39.5 C MAP. 73 LOT 3 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE •• O a 20.00' (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ' o 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 2000 10.0 cZoo. O O m PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS ..° O n AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 0.- `79 A 2000 2 p o SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT, 0 m' 8 0 8'O d ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS 3. VERTICAL DATUM IS NGVD29. QPM twg, ry° 2�pp• o°O \ o o Q ASSESSORS APORTION P TH1MAP 73 PCL 4& PORTION OF OLD TOWNHOUSE RD. LAYOUT a $ o - 4. TOP OF FOUNDATIONS VARY VS. HIGH POINT 1N ROAD apo . / 0 JB ,\ PLAN REF. LCP 3720113 / ( VARIANCE IS REQUESTED) 5. DESIGN LOADING FOR ALL PRECAST UNITS \ / / \ _ 6 ZONING DISTRICT: B3 TO BE AN IS F H2O UNLESS NOTED. `la2f o 200 BL 3 \ \ / SETBACKS: 30' FRONT', 30' SIDE`, 30' REAR 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO ,� , _ ryo' `- BE USED FOR PROPERTY LINE STAKING o 36-jMAX BUILDING COVERAGE 30% *ASSUMES OLD TOWN HOUSE ROAD O 8320 SF IST FL 20.00' baa MAX IMPERVIOUS COVERAGE:.707 RESCINDED, 70' WITHOUT. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. /�^0 �� BL G 4 • '� 8320 SF 2ND FLOOR 2p0 // \ S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. .0 SLAB EL. 39.0 �.\ .�+� / \� - GROUNDWATER OVERLAY DISTRICT: APD (AND ZOC FOR NITRATES) `-/ B 20 SF ST FLOOR o Oo 2p SIC ` FLOODZONE: C (YAR. PANEL 3) 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. /� - �� �� I 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT' hiy) _5a `S 8 20 SF 2ND FLOOR ^n° / o, ry O / \ / EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY. B INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 511.48 L. 38.0 Q \ - N / �QQ /M PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS) FROM BOARD OF HEALTH, nR �' z '4 �O O• o o / MAP 73 LOY2 F3 WAREHOUSING hCl''° 'y3�eca'° / o \ o 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. \ / ,\ _ _ O \\ ,/ OB 20 00 ryo 2 p N ■ / COMBINED LOT SIZE: 445,559SFt (10.23 AC.t INCL: ROAD L.O.) 12. BUFFER PLANTINGS AS REQUIRED. \ o \ / 10.00' OSO \� c" ° p' 12 X 3" 1" TOPCOAT MASS DPW MCC BERM 11rTYPE I1 ��2" BINDER opoao1.121. oo'oYOo'MM- EXISTING SPEED 12" PROCESSED GRAVEL MOPW M1.03.1 VIB.ROLLER COMPACTED REMOVE TOP &SUBSOIL COMPACTSUBBASE PAVEMENT CROSS SECTION NOT TO SCALE PROPOSED IMPERVIOUS COVERAGE: 310,402/445.559-69.7% PROPOSED BUILDING COVERAGE: 91853/445559-Z0.6Pp", 4 pbb o O 10.23 AC.(.65) - 6.65 AC. OPEN SPACE REQ \ $�T 15'21 "W / \\ 6.65 AC. - 2.0 AC. ON SITE 4.65 AC. OFF SITE OPEN SPACE REO. y --- , Y . ryo `'-5+aai+ On•i� / 21�•�/ 2/ �.� 20 WATER EASEMENT SM / / \% /� \ \ ro --------------------------------------------------- CONTACTS- \� I / ryo ��OO• �1a�,L000.°•ae. ,/ ,'' ��� OWNER: COMMONWEALTH ELECTRIC 8484 WLLOW STREET 0' , W.YARMOUTH, MA 02673 O / i'' ,'^` � / - APPLICANT: BORNSTEIN COMPANIES gcs 2p Op. `?6 O° O 20 O OO BLD 5/ \ / , ,' / \.\ .297. NORTH STEET I?-.) ,o O co 8320 SF T FLOOR \ Li, , / ,'' ,' / / \ \8320 2ND FLOOR / Sl L. 38.0 ,.I,O ePQ• / / MAP TOWN OF LYARMOUTH CF 0 HYANNIS, MA 02601 ENGINEER; DOWN CAPE ENG. INC. 362-4541 FAX. 362-9880 \3 • n%' \ 8320 SF 8320 SF 2ND FL + /� ' `A• / EXISTNG OVERGROWN BIT. CONROAD ss o SLAB EL. 38.0 2 / /' /' C. SEPTIC SYSTEM DESIGN DATA OOP' / ,' •p0. EXIT o o 7 YARMOUTH CAMPGROUND MID CAPE HIGHWgy � c/ 2� ,y0 Jv dW 70 o me Q LOCUS � p, ? �o /. , / � © / / / ..,�,. .' / C 0 - a ELECTR AQP LOCUS MAP SCALE 1" _ 2083' 3. VERTICAL DATUM IS NGVD29. QPM twg, ry° 2�pp• o°O \ o o Q ASSESSORS APORTION P TH1MAP 73 PCL 4& PORTION OF OLD TOWNHOUSE RD. LAYOUT a $ o - 4. TOP OF FOUNDATIONS VARY VS. HIGH POINT 1N ROAD apo . / 0 JB ,\ PLAN REF. LCP 3720113 / ( VARIANCE IS REQUESTED) 5. DESIGN LOADING FOR ALL PRECAST UNITS \ / / \ _ 6 ZONING DISTRICT: B3 TO BE AN IS F H2O UNLESS NOTED. `la2f o 200 BL 3 \ \ / SETBACKS: 30' FRONT', 30' SIDE`, 30' REAR 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO ,� , _ ryo' `- BE USED FOR PROPERTY LINE STAKING o 36-jMAX BUILDING COVERAGE 30% *ASSUMES OLD TOWN HOUSE ROAD O 8320 SF IST FL 20.00' baa MAX IMPERVIOUS COVERAGE:.707 RESCINDED, 70' WITHOUT. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. /�^0 �� BL G 4 • '� 8320 SF 2ND FLOOR 2p0 // \ S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. .0 SLAB EL. 39.0 �.\ .�+� / \� - GROUNDWATER OVERLAY DISTRICT: APD (AND ZOC FOR NITRATES) `-/ B 20 SF ST FLOOR o Oo 2p SIC ` FLOODZONE: C (YAR. PANEL 3) 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. /� - �� �� I 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT' hiy) _5a `S 8 20 SF 2ND FLOOR ^n° / o, ry O / \ / EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY. B INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 511.48 L. 38.0 Q \ - N / �QQ /M PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS) FROM BOARD OF HEALTH, nR �' z '4 �O O• o o / MAP 73 LOY2 F3 WAREHOUSING hCl''° 'y3�eca'° / o \ o 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. \ / ,\ _ _ O \\ ,/ OB 20 00 ryo 2 p N ■ / COMBINED LOT SIZE: 445,559SFt (10.23 AC.t INCL: ROAD L.O.) 12. BUFFER PLANTINGS AS REQUIRED. \ o \ / 10.00' OSO \� c" ° p' 12 X 3" 1" TOPCOAT MASS DPW MCC BERM 11rTYPE I1 ��2" BINDER opoao1.121. oo'oYOo'MM- EXISTING SPEED 12" PROCESSED GRAVEL MOPW M1.03.1 VIB.ROLLER COMPACTED REMOVE TOP &SUBSOIL COMPACTSUBBASE PAVEMENT CROSS SECTION NOT TO SCALE PROPOSED IMPERVIOUS COVERAGE: 310,402/445.559-69.7% PROPOSED BUILDING COVERAGE: 91853/445559-Z0.6Pp", 4 pbb o O 10.23 AC.(.65) - 6.65 AC. OPEN SPACE REQ \ $�T 15'21 "W / \\ 6.65 AC. - 2.0 AC. ON SITE 4.65 AC. OFF SITE OPEN SPACE REO. y --- , Y . ryo `'-5+aai+ On•i� / 21�•�/ 2/ �.� 20 WATER EASEMENT SM / / \% /� \ \ ro --------------------------------------------------- CONTACTS- \� I / ryo ��OO• �1a�,L000.°•ae. ,/ ,'' ��� OWNER: COMMONWEALTH ELECTRIC 8484 WLLOW STREET 0' , W.YARMOUTH, MA 02673 O / i'' ,'^` � / - APPLICANT: BORNSTEIN COMPANIES gcs 2p Op. `?6 O° O 20 O OO BLD 5/ \ / , ,' / \.\ .297. NORTH STEET I?-.) ,o O co 8320 SF T FLOOR \ Li, , / ,'' ,' / / \ \8320 2ND FLOOR / Sl L. 38.0 ,.I,O ePQ• / / MAP TOWN OF LYARMOUTH CF 0 HYANNIS, MA 02601 ENGINEER; DOWN CAPE ENG. INC. 362-4541 FAX. 362-9880 \3 • n%' \ 8320 SF 8320 SF 2ND FL + /� ' `A• / EXISTNG OVERGROWN BIT. CONROAD ss o SLAB EL. 38.0 2 / /' /' C. SEPTIC SYSTEM DESIGN DATA 00'0 6900 ), 6 (i ', / O /m �� , , TOR \oma 9 F �3oNo°6 / / w 00 O M 0/ WILLOW ISQUARE OFFICE PARK )73 LOT $�& 10 #4'R4'WILLOW STREET --. / / / / /......_ . PRELIMINARY SITE PLAN '36COMMONWEALTH ELECJ'RIc -/' OF LAND IN WEST YARMOUTH, MA \ \ 4I / ,/ BLDG 8 -3r TWQ-STORY STOR9G= 8UILDING n FIRST FLOOR: 35,0.',3 SF 2ND FLOOR: 35,033 SF 311 0 �\`-_ j \ / 7• / 70,066 SF o"ry' / --V X36 �h SCALE: = 40' DATE: 5-3-99 i • \ / / , ,'. 7 �6 SLAB El. 38.5 21.00. / •, ,� PREPARED FOR: / /// °o BORNSTEIN COMPANIES 297 NORTH STREET / s8. HYANNIS, MA --s., / / O , down Cape engineering, inc. CIVIL ENGINEERS / / V LAND SURVEYORS j 25.00' / 939 main st. yetmouthport, ma 02675 / JS OOP' / ,' •p0. o o ,y0 dW 70 o Oise O ^O .� °op, ti � p, ? �o /. , / � © / / / ..,�,. .' / INHABITANTS OF THE TOWN OF BARNS BLE APPROACH LIGHTING SYSTEM EA EM€ T 00'0 6900 ), 6 (i ', / O /m �� , , TOR \oma 9 F �3oNo°6 / / w 00 O M 0/ WILLOW ISQUARE OFFICE PARK )73 LOT $�& 10 #4'R4'WILLOW STREET --. / / / / /......_ . PRELIMINARY SITE PLAN '36COMMONWEALTH ELECJ'RIc -/' OF LAND IN WEST YARMOUTH, MA \ \ 4I / ,/ BLDG 8 -3r TWQ-STORY STOR9G= 8UILDING n FIRST FLOOR: 35,0.',3 SF 2ND FLOOR: 35,033 SF 311 0 �\`-_ j \ / 7• / 70,066 SF o"ry' / --V X36 �h SCALE: = 40' DATE: 5-3-99 i • \ / / , ,'. 7 �6 SLAB El. 38.5 21.00. / •, ,� PREPARED FOR: / /// °o BORNSTEIN COMPANIES 297 NORTH STREET / s8. HYANNIS, MA --s., / / O , down Cape engineering, inc. CIVIL ENGINEERS / / V LAND SURVEYORS j 25.00' / 939 main st. yetmouthport, ma 02675 / JS