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HomeMy WebLinkAbout290 Summer Street Schematic Site and Septic Plana rn O AP XIMA7E 18" WATER LINE FROM R PLAN CA H SIN ( /� _ _ _ SEPTIC SYSTEM DESIGN DATA 4L NHOL£ U.P. ��j� IJISI/878 MEEANG CCEPTANCE - - - - U.R ' COVER (TYP) W X33 VLII%%PvL (33' PUBL/C AY �ti ®�L U. P. - — - H A W EDGE OF PAVEMENT —W w W W W W > �eL i.P. �vcH�" a --�w w . w W �Y TITLE 5 SEWAGE FLOW DESIGN FLOW: 32,750 SF OFFICE AREA 75 GPD 1000 SF = 2,456 GPD DESIGN FLOW 7 5 4 57 W W—EDG F PAVEMENT �W ( / ) W O I © k CB/DH FND HELD 163 51 = SITE IN ZONE 11: 223,445 SF (440 GPD/40,000 SF) = 2457 GPD ALLOWED PER 310 CMR 15.214, O.K. m ( .N B l HELD 226E60' CB DH NO GARBAGE DISPOSALS ALLOWED. 13'-2" • 6 L 10 5 4; a SEPTIC TANK: 2456 GPD (300%) = 7368 GALLON DUAL COMP. TANK (NOT REQ. PER AMPHIDROME PROVISIONAL PERMIT) 74• SE CE DRIVE 7� 4 wwz o USE 9000 GALLON H-20 SEPTIC TANK AS INDICATED o �'��`► n # Mots • T�' N " J�-562 PUMP CHAMBER- UTILIZE 9000 GAL CAPACITY WITH DUPLEX PUMPS AND 3000 GAL RESERVE CAPACITY. N ��' - Te tiW USE C1 LAYER CLASS 1 SOILS FOR LEACHING (UTILIZE 0.60 GPD/SF LTAR) _ ED SERVICE - 10'-0" �- N� 3 C !n l woo LoaDINc �f W • �mF W LEACHING: 2456 GPD/0.60 GPD/SF = 4094 SF LEACHING AREA REQUIRED. �}RENCH DRATtT �} __ - W�� 3 USE 50' X 100' PRESSURE DOSED LEACHING FIELD = 5000 SF BR KE Q OI WITH 6"PVC ROPOSED-BUILDING s F- "- .,--...` , + } y. .. Zi ,na y bI �, SHUT OFF VALV 4 ` .9,075 SF W ----- ___ _ Q CB FND �' o °� WGUY OLE EOR ro LP(f '7c),5- � o Z - -- �� BOTTOM CAPACITY = 50'X 100' = 5000 SFX 0.60 = 3000 GPD O.K. i;CB FND GU • OCfINIC MIGLIACCI USE AMPHIDROME I/A SYSTEM (LOCAL PROVISIONAL) AND PRESSURE DOSED LEACHING AS INDICATED ON PLANS. �W BKN l NOTE: STATE DEP NITROGEN REQUIREMENT MET ON-SITE WITHOUT NITROGEN AGGREGATION. PLAN, LOCUS M /� P d 76 0 HOWEVER OFF SITE OPEN SPACE WILL BE UTILIZED TO MEET LOCAL AND CC COMMISSION STANDARDS. S7 A Wi oo POSED BUI ING o SCALE 1"=2000'± M ^ �a.aoo SF sMH ASSESSORS MAP 93 PARCELS 34, 35 & 36 3 0 a LOCUS IS WITHIN FEMA FLOOD ZONE C j a l ' wTH o AS SHOWN ON COMMUNITY PANEL #25001 50003 C v3 �O W ME DATED 6/17/1986 (NOT A FLOOD HAZARD ZONE) • M W SE WITH 76 - W a NATIVE LEGEND ZONING SUMMARY 5 ( ( o Z a 1 5 W y PARKING CALCULATIONS. ( = I x ZONING DISTRICT: 63 BUSINESS DISTRICT / / 1 PROPOSED6,600 UILDIN m t -1 SEWER MANHOLE COURTYARD •6,600 SF y i (��s ✓ � REQUIRED: PROVIDED: X'' i $ I O' CATCH BASIN OFFICE USE: MIN. LOT SIZE 40,000 S.F. 223,445 S.F. o be I V 84 0 GAS GATE 1 ACE '2 OCCUPANTS 1 OCCUPANT/ - 0 SF. MIN. LOT FRONTAGE 100' 800'+ /4,�e _ H ¢ .d, Iyo m ELECTRIC MANHOLE > J ( L-227 94'O.A. �W I I . 32 75 RAGE 200 SF) = 164 SPACES REQUIRED MIN. FRONT SETBACK 30 30.5 J R=1 00' /� v �� .ter ( � o� I 'cf WATER SHUTOFF 4 SPACES PROVIDED NO ADING-DGGK MIN. SIDE SETBACK 10• 28' r/ F! I Qo DRAINAGE MANHOLE MIN. REAR SETBACK 30' N/A FU ASE OCCUPANCY SIGN o y 7j �a MAX. BUILDING COVERAGE 35% 11% / REACHES LOT CAPACITY- TOTAL OF 186 SPACES AVAILABLE. a / / os\ /16` r ` a _ ® N/F 7 I 5 HCP SPACES INCL. 1 VAN SPACE PROVIDED PER 521 CMR I„I JOHN S. SOUZA UTILITY POLE ° as S ® (~ ( �y HYDRANT 134/8 = 17 IN -LOT TREES PROVIDED- SEE LANDSCAPE PLANS .,IN ALL ZONING DISTRICTS THE BUILDING HEIGHT SHALL %�/ O • O y r ` �� ¢/ "HO MASS HIGHWAY BOUND RELIEF REQUESTED IF REQUIRED FOR PARKING TO "FRONT" OF BLDG. NOT EXCEED THIRTYFIVE (35) FEET AND NO ✓ ® BUILDING WILL CONTAIN MORE THAN THREE STORIES, CB/DH CONCRETE BOUND/DRILL HOLEGRASS LINED SWALE ON EAST SIDE OF PARKING DRAINS TO GRASS EXCEPT THAT THE BUILDING HEIGHT FOR MOTELS a —w— WATER SERVICELINED RETENTION BASIN WITH OVERFLOW SUBSURFACE LEACHING SHALL NOT EXCEED THIRTY (30) FEET, AND MOTELS 7J tv, ( m '--_C"-- GAS SERVICE IN THE SOUTH EAST CORNER OF SITE. WILL CONTAIN NO MORE THAN TWO STORIES. � � J � ,.• 74 WI N - ''/^� . DRYWELL- 1000 GAL ®./ 15% MAXIMUM IMPERVIOUS LOT SURFACE COVERAGE, ° cQ° \ ( W a OR 2500 SQUARE FEET OF ANY LOT, (�� BASIN M _ F SG uV° ` 3 t m >� WHICHEVER IS GREATER, UNLESS ARTIFICIAL RECHARGE YI DRANr p - \ s ® �( u SEE ANNOTATIONS ON PLAN FOR OTHERS F/ FOR EXCESS RUNOFF IS PROVIDED, AS NOTED IN r1 HE --- --- U \ 5 I ( of Z o N (2)(B)8. 310 CMR 22.21 IN NO CASE WILL THE �� ® MAXIMUM BUILDING COVERAGE EXCEED 35% OF GUY WIRE ^ ( -o' �( o 0) JOHN S. _;O(UA Q ,r.�°ti �'E /� ��C /i'T-( THE TOTAL LOT AREA NOR TOTAL IMPERVIOUS LOT N cress _ £LEC. E R PARKlpC a( o W O COVERAGE EXCEED 70% OF THE TOTAL LOT AREA ?AIN MANHOLE QQ' 7 ` 73 AR (52 SP w "- ,—L 1 _ (�� WHEN AN APPROVED ARTIFICIAL RECHARGE SYSTEM 1 / o ARE Ate' 73 3 ' . TITLE REQ ERENCES _ � FOR STORMWATER RUNOFF HAS BEEN PROVIDED I _ L, OTE: ,ARTIFICIAL RECHARGE PLANNED - '(N o N7 • �I J DEED BOOK 20245 PAGE 248 35%/70% APPLIES) 251' �2 SITE IS LOCATED WITHIN THE AQUIFER PLAN BOOL: 185 ^,ACE 81 PROTECTION CiSTRICT \ ® m TAKING OF A PORTION OF SUMMER STREET PER EXI NG PROPOSED a / SPECIAL TOWN MEETING OF NOVEMBER 5, 1878. .,..�r✓l.Ev OWNER OF RECORD Co oUR ^ CONTOU y N (ARTICLE 2) TYP. a PAUL CyILDS WILLOW STREET INTERNATIONAL HEADQUARTERS LLC o EASEMENT - CAPE & VINEYARD ELECTRIC COMPANY, P.O. BOX 1630 `s>q�z 72 n a 1 ET AL, D. APRIL 17, 1967 AND RECORDED IN BOOK HYANNIS, MA 02601 1366, PAGE 618 (AFFECTS LOT 1 & 4 ON PLAN IN PLAN cy�'r�y f y M = • �' / 185, PAGE 811 - LOCATION ESTABLISHED BY ERECTION OF REFERENCES o �, � ® _•� LINE). J ^ • ROAD TAKING BY THE COMMONWEALTH OF DEED BOOK 20245 PAGE 248 3Y PLAN BOOK 185 PAGE 81 120'-o" MASSACHUSETTS OF THE MID -CAPE HIGHWAY D. SEPTEMBER 15, 1953 AND RECORDED IN BOOK 854, SCHEMATIC LANDSCAPE PLAN BY STEPHEN STIMPSON & �01- PAGE 108 (SEE PLAN FILED IN TUBE 123 - TAKING 8�MHB ASSOCIATES DATED JANUARY 6, 2006 (UTILIZED FOR r ND l INCLUDES FEE AND 15 A NO -ACCESS TAKING). GRADING AND BUILDING LOCATIONS) oG LD RESERVATION IN DEED D. JULY 3, 1969 AND RECORDED PERIMETER AND DETAIL SURVEY BASE PLAN BY DICE. ry�9s� n IN BOOK 1442, PAGE 213 FOR USE OF SUMMER STREET. FIRST -FLOOR UTILITIES & STORAGE IN FULL BASEMENTS 05-077 6" LOAM & SEED O (C C II RETURN FLOW/BACKA ` 4"SCH40 AT 2% MIN. LIQ. LEVEL 9000 GAL..H-20 SEPTIC TANK ACME PRECAST OR EQUAL ROAD TAKING BY THE COUNTY OF BARNSTABLE - p 4 WILLOW STREET, D. JUNE 8, 1973 AND RECORDED IN SCHEMATIC SITE OL SEPTIC PLAN a0 IV/F- BOOK 1875, PAGE 284 (SEE PLAN FILED IN PLAN REID C. ELLIS CB/DH N BOOK 271, PAGES 88-92- TAKING INCLUDES FEE AND OF LAND AT SLOPE EASEMENT ON ADJOINING LAND WHERE 264 WILLOW �TrRE REQUIRED). IN V o a EL 75.5 MAX. VENT W/ STAINLESS BUGSCREEN�� ®. ■�w 0P0 RT MA D �S E 7 .8 MIN INSEEC'DETAIPORr PREPARED FOR: 75.3`1: 4"SCH40 PVC VENT UNE PITHES BACK TO AMPHIDROME UNIT AT 1% - -III pnip E �%M . I.F.A.W. 72.0 TOP STONE 20' MIN. _. 0.5% Y, DATE: MARCH 1, 2006 INV. •••(7) 2"0SCH40 PVC LATERALS WITH NE - INV. 1 4"0 RIFl I 40 C P PITCH TO DRAIN BACK AT 0.5% - Scale: 1"=40' 3"SCH 12" PERF. HDPE PUMP OUT WELL. SEE ORIFICE SHEILD DETAIL BOTTOM STONE ■111. NOTE: GROUNDWATER 40'+ BELOW SURFACE BOTT. TH ' FFssloNrw F C. oS05`e+o4 /I/0(, PER TEST WELL RESULTS j>M1EL_1M. j�t-aN.v- 7L�7-*S LAND 939 Main Street - �k =MATIC SEPTIC DESIGN INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTH, MASSACHUSETTS designLAB ARCHITECTS a fFM{N �tD371�4 .y a S _ -___ �. / Q 0S a � A : __ Q Exit 7 Yarmouth Route 6 Campground 5� V z 0 A d i;CB FND GU • OCfINIC MIGLIACCI USE AMPHIDROME I/A SYSTEM (LOCAL PROVISIONAL) AND PRESSURE DOSED LEACHING AS INDICATED ON PLANS. �W BKN l NOTE: STATE DEP NITROGEN REQUIREMENT MET ON-SITE WITHOUT NITROGEN AGGREGATION. PLAN, LOCUS M /� P d 76 0 HOWEVER OFF SITE OPEN SPACE WILL BE UTILIZED TO MEET LOCAL AND CC COMMISSION STANDARDS. S7 A Wi oo POSED BUI ING o SCALE 1"=2000'± M ^ �a.aoo SF sMH ASSESSORS MAP 93 PARCELS 34, 35 & 36 3 0 a LOCUS IS WITHIN FEMA FLOOD ZONE C j a l ' wTH o AS SHOWN ON COMMUNITY PANEL #25001 50003 C v3 �O W ME DATED 6/17/1986 (NOT A FLOOD HAZARD ZONE) • M W SE WITH 76 - W a NATIVE LEGEND ZONING SUMMARY 5 ( ( o Z a 1 5 W y PARKING CALCULATIONS. ( = I x ZONING DISTRICT: 63 BUSINESS DISTRICT / / 1 PROPOSED6,600 UILDIN m t -1 SEWER MANHOLE COURTYARD •6,600 SF y i (��s ✓ � REQUIRED: PROVIDED: X'' i $ I O' CATCH BASIN OFFICE USE: MIN. LOT SIZE 40,000 S.F. 223,445 S.F. o be I V 84 0 GAS GATE 1 ACE '2 OCCUPANTS 1 OCCUPANT/ - 0 SF. MIN. LOT FRONTAGE 100' 800'+ /4,�e _ H ¢ .d, Iyo m ELECTRIC MANHOLE > J ( L-227 94'O.A. �W I I . 32 75 RAGE 200 SF) = 164 SPACES REQUIRED MIN. FRONT SETBACK 30 30.5 J R=1 00' /� v �� .ter ( � o� I 'cf WATER SHUTOFF 4 SPACES PROVIDED NO ADING-DGGK MIN. SIDE SETBACK 10• 28' r/ F! I Qo DRAINAGE MANHOLE MIN. REAR SETBACK 30' N/A FU ASE OCCUPANCY SIGN o y 7j �a MAX. BUILDING COVERAGE 35% 11% / REACHES LOT CAPACITY- TOTAL OF 186 SPACES AVAILABLE. a / / os\ /16` r ` a _ ® N/F 7 I 5 HCP SPACES INCL. 1 VAN SPACE PROVIDED PER 521 CMR I„I JOHN S. SOUZA UTILITY POLE ° as S ® (~ ( �y HYDRANT 134/8 = 17 IN -LOT TREES PROVIDED- SEE LANDSCAPE PLANS .,IN ALL ZONING DISTRICTS THE BUILDING HEIGHT SHALL %�/ O • O y r ` �� ¢/ "HO MASS HIGHWAY BOUND RELIEF REQUESTED IF REQUIRED FOR PARKING TO "FRONT" OF BLDG. NOT EXCEED THIRTYFIVE (35) FEET AND NO ✓ ® BUILDING WILL CONTAIN MORE THAN THREE STORIES, CB/DH CONCRETE BOUND/DRILL HOLEGRASS LINED SWALE ON EAST SIDE OF PARKING DRAINS TO GRASS EXCEPT THAT THE BUILDING HEIGHT FOR MOTELS a —w— WATER SERVICELINED RETENTION BASIN WITH OVERFLOW SUBSURFACE LEACHING SHALL NOT EXCEED THIRTY (30) FEET, AND MOTELS 7J tv, ( m '--_C"-- GAS SERVICE IN THE SOUTH EAST CORNER OF SITE. WILL CONTAIN NO MORE THAN TWO STORIES. � � J � ,.• 74 WI N - ''/^� . DRYWELL- 1000 GAL ®./ 15% MAXIMUM IMPERVIOUS LOT SURFACE COVERAGE, ° cQ° \ ( W a OR 2500 SQUARE FEET OF ANY LOT, (�� BASIN M _ F SG uV° ` 3 t m >� WHICHEVER IS GREATER, UNLESS ARTIFICIAL RECHARGE YI DRANr p - \ s ® �( u SEE ANNOTATIONS ON PLAN FOR OTHERS F/ FOR EXCESS RUNOFF IS PROVIDED, AS NOTED IN r1 HE --- --- U \ 5 I ( of Z o N (2)(B)8. 310 CMR 22.21 IN NO CASE WILL THE �� ® MAXIMUM BUILDING COVERAGE EXCEED 35% OF GUY WIRE ^ ( -o' �( o 0) JOHN S. _;O(UA Q ,r.�°ti �'E /� ��C /i'T-( THE TOTAL LOT AREA NOR TOTAL IMPERVIOUS LOT N cress _ £LEC. E R PARKlpC a( o W O COVERAGE EXCEED 70% OF THE TOTAL LOT AREA ?AIN MANHOLE QQ' 7 ` 73 AR (52 SP w "- ,—L 1 _ (�� WHEN AN APPROVED ARTIFICIAL RECHARGE SYSTEM 1 / o ARE Ate' 73 3 ' . TITLE REQ ERENCES _ � FOR STORMWATER RUNOFF HAS BEEN PROVIDED I _ L, OTE: ,ARTIFICIAL RECHARGE PLANNED - '(N o N7 • �I J DEED BOOK 20245 PAGE 248 35%/70% APPLIES) 251' �2 SITE IS LOCATED WITHIN THE AQUIFER PLAN BOOL: 185 ^,ACE 81 PROTECTION CiSTRICT \ ® m TAKING OF A PORTION OF SUMMER STREET PER EXI NG PROPOSED a / SPECIAL TOWN MEETING OF NOVEMBER 5, 1878. .,..�r✓l.Ev OWNER OF RECORD Co oUR ^ CONTOU y N (ARTICLE 2) TYP. a PAUL CyILDS WILLOW STREET INTERNATIONAL HEADQUARTERS LLC o EASEMENT - CAPE & VINEYARD ELECTRIC COMPANY, P.O. BOX 1630 `s>q�z 72 n a 1 ET AL, D. APRIL 17, 1967 AND RECORDED IN BOOK HYANNIS, MA 02601 1366, PAGE 618 (AFFECTS LOT 1 & 4 ON PLAN IN PLAN cy�'r�y f y M = • �' / 185, PAGE 811 - LOCATION ESTABLISHED BY ERECTION OF REFERENCES o �, � ® _•� LINE). J ^ • ROAD TAKING BY THE COMMONWEALTH OF DEED BOOK 20245 PAGE 248 3Y PLAN BOOK 185 PAGE 81 120'-o" MASSACHUSETTS OF THE MID -CAPE HIGHWAY D. SEPTEMBER 15, 1953 AND RECORDED IN BOOK 854, SCHEMATIC LANDSCAPE PLAN BY STEPHEN STIMPSON & �01- PAGE 108 (SEE PLAN FILED IN TUBE 123 - TAKING 8�MHB ASSOCIATES DATED JANUARY 6, 2006 (UTILIZED FOR r ND l INCLUDES FEE AND 15 A NO -ACCESS TAKING). GRADING AND BUILDING LOCATIONS) oG LD RESERVATION IN DEED D. JULY 3, 1969 AND RECORDED PERIMETER AND DETAIL SURVEY BASE PLAN BY DICE. ry�9s� n IN BOOK 1442, PAGE 213 FOR USE OF SUMMER STREET. FIRST -FLOOR UTILITIES & STORAGE IN FULL BASEMENTS 05-077 6" LOAM & SEED O (C C II RETURN FLOW/BACKA ` 4"SCH40 AT 2% MIN. LIQ. LEVEL 9000 GAL..H-20 SEPTIC TANK ACME PRECAST OR EQUAL ROAD TAKING BY THE COUNTY OF BARNSTABLE - p 4 WILLOW STREET, D. JUNE 8, 1973 AND RECORDED IN SCHEMATIC SITE OL SEPTIC PLAN a0 IV/F- BOOK 1875, PAGE 284 (SEE PLAN FILED IN PLAN REID C. ELLIS CB/DH N BOOK 271, PAGES 88-92- TAKING INCLUDES FEE AND OF LAND AT SLOPE EASEMENT ON ADJOINING LAND WHERE 264 WILLOW �TrRE REQUIRED). IN V o a EL 75.5 MAX. VENT W/ STAINLESS BUGSCREEN�� ®. ■�w 0P0 RT MA D �S E 7 .8 MIN INSEEC'DETAIPORr PREPARED FOR: 75.3`1: 4"SCH40 PVC VENT UNE PITHES BACK TO AMPHIDROME UNIT AT 1% - -III pnip E �%M . I.F.A.W. 72.0 TOP STONE 20' MIN. _. 0.5% Y, DATE: MARCH 1, 2006 INV. •••(7) 2"0SCH40 PVC LATERALS WITH NE - INV. 1 4"0 RIFl I 40 C P PITCH TO DRAIN BACK AT 0.5% - Scale: 1"=40' 3"SCH 12" PERF. HDPE PUMP OUT WELL. SEE ORIFICE SHEILD DETAIL BOTTOM STONE ■111. NOTE: GROUNDWATER 40'+ BELOW SURFACE BOTT. TH ' FFssloNrw F C. oS05`e+o4 /I/0(, PER TEST WELL RESULTS j>M1EL_1M. j�t-aN.v- 7L�7-*S LAND 939 Main Street - SURtiEYORS YARMOUTHPORT, MASS. =MATIC SEPTIC DESIGN INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTH, MASSACHUSETTS designLAB ARCHITECTS DI)WN CAPE ENGINEERING, INC. STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS JANUARY 11, 2006 PRELIMINARY PLAN- NOT ISSUED FOR CONSTRUCTION RESERVE 9000 GAL 300D GAL 05-077 SITEPLAN.DWG A : __ ��._._11 SUMP ILS'DUPLEX GOULD PUMPS- 3.) HPON STAINLESS RAIL MOUNT SYS�EM , 2% � BOTTOM SIONL LL ELEV. 0 20 40 60 80 100 FEET 4"MANIFOID INVERT EL t IN CENTER, 68.0 RAISE TO AT ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) 4 VALVE PIT MANHOLE �zHOFMAs off 508-362-4541 fox 508 362-9880 SEE DETAIL Sgoy SHOFMASSgo ALL INVERTS o DOJALA N1� DAAIEL yGF SEPTIC PROFILE " No 46502 N OJALA N down cape en qin eerie q, inc. .o r No. 40980 RF Ear°�� rr /1111//l ENG/NEERS 6" 9000 GAL H-20 TANK CLEARWELLPUMP CHAMBER 4'0 AMPHIDROME REACTOR (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) NOTE: GROUNDWATER 40'+ BELOW SURFACE BOTT. TH ' FFssloNrw F C. oS05`e+o4 /I/0(, PER TEST WELL RESULTS j>M1EL_1M. j�t-aN.v- 7L�7-*S LAND 939 Main Street - SURtiEYORS YARMOUTHPORT, MASS. =MATIC SEPTIC DESIGN INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTH, MASSACHUSETTS designLAB ARCHITECTS DI)WN CAPE ENGINEERING, INC. STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS JANUARY 11, 2006 PRELIMINARY PLAN- NOT ISSUED FOR CONSTRUCTION 05-077 SITEPLAN.DWG