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Home My WebLink About20230822-Quarterra-289110 Site PlansLOCUS ZONE 2 LOCUS EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP AERIAL MAP SCALE 1" = 400' U.S.G.S. MAP SCALE 1" = 1000' LIST OF DRAWINGS CIVIL ENGINEERING BY: PESCE ENGINEERING & ASSOSCIATES, INC. 43 PORTER LANE WEST DENNIS, MA 02670 LAND SURVEYING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET - 3RD FLOOR HYANNIS, MA 02601 ARCHITECTURE BY: BSB DESIGN, INC. 220 N. SMITH STREET, SUITE 210 PALATINE, IL 60067 LANDSCAPING BY: MICHAEL D'ANGELO LANDSCAPE ARCHITECTURE LLC 732 EAST BROADWAY, SUITE 3 BOSTON, MA 02127 TRANSPORTATION ENGINEERING BY: VANASSE & ASSOCIATES, INC. 35 NEW ENGLAND BUSINESS CENTER DRIVE, SUITE 140 ANDOVER, MA 01810 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES 35 SCUDDER AVENUE HYANNIS, MASSACHUSETTS COVER SHEET DATE: FEBRUARY 11, 2021 SHEET NO. TITLE 1 OF 20 2 OF 20 3 OF 20 4 OF 20 5 OF 20 6 OF 20 7 OF 20 8 OF 20 9 OF 20 10 OF 20 11 OF 20 12 OF 20 13 OF 20 14 OF 20 15 OF 20 16 OF 20 17 OF 20 18 OF 20 19 OF 20 20 OF 20 COVER SHEET EXISTING CONDITIONS PLAN SITE OVERVIEW PLAN OVERALL LAYOUT & PARKING PLAN LAYOUT & PARKING PLAN (1) LAYOUT & PARKING PLAN (2) LAYOUT & PARKING PLAN (3) OVERALL GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN (1) GRADING & DRAINAGE PLAN (2) GRADING & DRAINAGE PLAN (3) OVERALL UTILITIES PLAN UTILITIES PLAN (1) UTILITIES PLAN (2) UTILITIES PLAN (3) EROSION CONTROL PLAN EMERGENCY ACCESS PLAN CONSERVATION RESTRICTION PLAN DETAIL SHEET DETAIL SHEET PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 CONCRETE BOUND CONTOUR SPOT GRADE CATCH BASIN YARD DRAIN DRAIN MANHOLE DRAIN PIPE WATER LINE WATER GATE HYDRANT OVERHEAD ELEC. UTILITIES UNDERGROUND ELEC. UTILITIES ELEC TRANSFORMER ELEC. JUNCTION BOX UTILITY POLE 6" SEWER PIPE 8" SEWER PIPE 4" SEWER FORCE MAIN SEWER MANHOLE EXISTING DESCRIPTION PROPOSED x11.0 LEGEND 11x0 1111 E T E T PREPARED FOR: DESC.DATENo. REVISIONS: CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 REV 8: AUGUST 1, 2023 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 1 OF 20 7 Site Plan Review Submittal2-7-23 8 DPW Comments8-1-23 LOCUS ZONE 2 28 30 323032 3028 26 24 222326 8 109 1112 14 16 18 20212223534 67 8 10911 111213141516171718 20555 55 5 3 4 44444666666 6 6 7 7 77 77 77 88 888 89999523467899 5101 5 204678911111112 13 1 4 1617 1 8 1920 202025 181 9 2121 2122 2323 2324 2424 151515 20 20 20 25 25 12 13 14 16 17 18 1 8 18 19 1 9 19212121 21 212222 22 23 23 23 24 24 24 26 26 27 27 27 27 28 2 8152020 2020 2525303014161718191919212 1 2121 212122222222 22222323 2323 23232424 2424 242426262727282829293131 313132323030302829313131323232 3 333 33 10 15202530 8 9 11 121314161718192122232426272829 31 10 15 2025 8911121314161718 1921 212122232426 20202025303030 18191919 19192121212222222323 23232324 262728292929 3131 31 32 2525 30 222223232424 2424 2626 27 2 8 2 925 253030 222323 2424262627272828292931313232333325 25 303024 24 26 26 2627 27 2728 282929313125 2525 2223 23 232424 24 26 2626 27 2725 303026 2626 27 272 8 28292931313030 3 0 28 2 9 25 22 23 24 26 27 28 20 2525 25 18 19 2122 23 24 26 10 159 11 12 1314 16 1717 15 20 25 14 16 17 18 19 21 22 23 24151 4 1616 17 1 75677891011111213 151314 1516 89 109 1213 15 16 17 18 19 2 4 2 3 2 2 2 1 20 S C U D D E R A V E N U E DUMONT D R I V E STEWART' S C R E E K JOS H U A' S B R O O K JOSHU A' S B R O O K STEWART' S C R E E K APPROX. CENTERLINE OF BROOK NON-JURISDICTIONAL VEGETATED AREA APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK ~1672'±~ B Y T H E EXISTIN G S T R E A M ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M ~1672'±~ BY THEEXISTING STREAM~2027'±~ BY THEEXISTING STREAM200' RIVERFR O N T AREA SETBA C K 100' RIVERFRON T A R E A S E T B A C K MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK MEAN ANNUAL HIGH WATER LINE OF STEWART'S BROOK 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK MEAN ANNUAL HIGH WATER LINE OF STEWART'S BROOK ZONE AE (EL.12)ZONE AE (EL.11)ZONE AE (EL.11) ZONE XZONE AE (EL .12 )ZONE AE (EL .13)ZONE VE (EL .13 ) COASTAL BANK 100' BUFFER ZONE (LOCAL BY-LAW) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (STATE) TOP OF COASTAL BANK (STATE) EDGE OF BORDERING VEGETATED WETLAND EDGE OF BORDERING VEGETATED WETLAND ZONE AE ( E L . 1 1 ) ZONE X ZONE A E ( E L . 1 1 ) ZONE X ZONE A E ( E L. 1 2 ) ZONE X ZONE AE (EL.12)ZONE AE(EL.11)ZONE X ZONE AE (EL.12) ZO N E A E ( E L . 1 2 ) ZO N E X ZONE AE (EL.11) ZONE X BORDERING VEGETATED WETLAND 100' BUFFER ZONE BORDERING VEGETATED WETLAND 100' BUFFER ZONE ARE A S E T B A C K 100' RI V E R F R O N T SETBA C K 200' RI V E R F R O N T AREA APPROX. LINE OF BORDERING VEGETATED WETLANDS PER MASS. GIS 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (LOCAL BY-LAW) COASTAL BANK 100' BUFFER ZONE (STATE) ~20 2 7' ± ~ B Y T H E EXIS TI N G S T R E A M L=109.7 6 R=193.9 7 S 4 6 ° 3 6 ' 2 4 "W 1 9 1 . 9 5 'S58° 25 ' 50 "W141.69 ' N63° 32' 40"E 24.99' N10° 44' 23 . 1 2 " W 258.70 N06° 10' 07"E 208.95' N03° 48' 23"W 119.51' S88° 19' 07"W 59.61' N03° 39' 07"E 171.14'N86° 41' 00"E123.59'N88° 08' 07"E 73.11'N86° 28' 29"E121.88'S88° 19' 07"W 15.01' N31° 4 3' 5 4" W 88.7 6' S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6'N58° 42 ' 49 "E393.61 ' S29° 42' 50"E 48.03'N67° 30' 10"E 9.21' S37° 40' 50"E 19.21' S44° 05' 30"E 81.79' S84° 14' 40"E 38.30' S46° 36' 24"W 76.92' S17° 52' 23"W 22.99'N54° 33' 38"W81.54'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' S46° 36' 24"W 15.83' N79° 52' 42"W 13.77' S14° 45' 03"E 36.26' S34° 13' 10"W 30.22' S83° 52' 17"W 90.93' N41° 29' 36"W 53.21'S88° 43' 22"W217.76'S64° 42 ' 31 "W241.54 ' NON-JURISDICTIONAL VEGETATED AREA ZONE II LOCUS MAP SCALE 1" = 2000' LOCUS INFORMATION: 1.THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. 2.CURRENT OWNER: TFG HYANNIS HOSPITALITY 35 SCUDDER AVENUE, HYANNIS, MA 02601 DEED BOOK 22498, PAGE 88 ASSESSORS MAP 289, PARCEL 110 3.ZONING DISTRICT: RB MINIMUM LOT SIZE: 43, 560 S.F. MINIMUM FRONTAGE: 20 FT MINIMUM FRONT YARD: 20 FT MINIMUM SIDE YARD: 10 FT MINIMUM REAR YARD: 10 FT 4.ZONING OVERLAY DISTRICTS: WPOD - WELLHEAD PROTECTION OVERLAY DISTRICT APOD - AQUIFER PROTECTION OVERLAY DISTRICT 5.BY GRAPHICAL PLOTTING ONLY PARCEL LIES WITHIN FLOOD ZONE X (UN-SHADED), ZONE X (SHADED), ZONE AE (EL. 11), ZONE AE (EL. 12), ZONE AE (EL. 13), AND ZONE VE (EL. 13) AS DEFINED BY COMMUNITY PANEL NO. 250001 0568 J, EFFECTIVE DATE: JULY 16, 2014. FLOOD ZONE LINES SHOWN HERON ARE DEPICTED FROM MA. GIS AND ARE APPROXIMATE ONLY. 6.A TITLE SEARCH HAS BEEN PROVIDED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT No. 110041-20-00998-MA, REVISION 1, EFFECTIVE DATE JULY 7, 2020 CERTIFIED BY: DEREK J. KREBS, ESQ. HOLT NEY ZATCOFF & WASSERMAN, LLP 7.THE PROPERTY LINES SHOWN ARE BASED ON PROVIDED INFORMATION AND AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING LOCUS FEATURES SHOWN HERON WERE OBTAINED FROM PRIOR PLANS AND SUPPLEMENTED WITH AN ON-THE-GROUND FIELD SURVEY PERFORMED BY BAXTER & NYE ENGINEERING & SURVEYING JULY 28, 2020 - AUGUST 3, 2020. 8.NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. 9.THERE WAS NO OBSERVED EVIDENCE OF THE SITE USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 10.NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES MADE AVAILABLE TO SURVEYOR AT TIME OF SURVEY. 11.PROPERTY LINES ALONG JOSHUA'S BROOK AND STEWART'S CREEK DEPICTED WERE COMPILED FROM ON-THE-GROUND SURVEY MEASUREMENTS SUPPLEMENTED WITH DRONE AERIAL PHOTOGRAPHY. 12.A PORTION OF THE SITE APPEARS TO BE WITHIN A WETLAND RESOURCE AREA AS OF 8-19-20 PER MASS GIS OLIVER SYSTEM. WETLANDS AS PREVIOUSLY DELINEATED BY D. MICHAEL BALL, CWS, OCTOBER 2016. 13.ABUTTER INFORMATION DEPICTED IS DERIVED FROM THE TOWN OF BARNSTABLE ASSESSORS DATABASE. 14.THE HORIZONTAL DATUM IS BASED ON THE MASSACHUSETTS STATE PLANE COORDINATES (NAD83, MA, MAINLAND 2001) DERIVED FROM REDUNDANT GPS OBSERVATIONS UTILIZING MaCORS NETWORK. THE VERTICAL DATUM IS BASED ON NAVD88 (GEOID18) DERIVED FROM REDUNDANT GPS OBSERVATIONS UTILIZING MaCORS NETWORK. MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP EXISTING CONDITIONS PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 2 OF 20 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Comments8-1-23 LOCUS ZONE 2 S C U D D E R A V E N U E DUMONT D R I V E STEWART' S C R E E K JOS H U A' S B R O O K JOSHU A' S B R O O K STEWART' S C R E E K APPROX. CENTERLINE OF BROOK BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 (T Y P E 5 ) BU I L D I N G 5 (TY P E 5 ) BU I L D I N G 8 (TY P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (TY P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) CLU B H O U S E NON-JURISDICTIONAL VEGETATED AREA APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK ~1672'±~ B Y T H E EXISTIN G S T R E A M ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M ~1672'±~ BY THEEXISTING STREAM~2027'±~ BY THEEXISTING STREAMSHEET 5, 9, & 13 SHEET 7, 11, & 15 BASIN 1 BASIN 2 200' RIVERFR O N T AREA SETBA C K 100' RIVERFRON T A R E A S E T B A C K MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK MEAN ANNUAL HIGH WATER LINE OF STEWART'S BROOK 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK MEAN ANNUAL HIGH WATER LINE OF STEWART'S BROOK ZONE AE (EL.12)ZONE AE (EL.11)ZONE AE (EL.11) ZONE XZONE AE (EL .12 )ZONE AE (EL .13)ZONE VE (EL .13 ) COASTAL BANK 100' BUFFER ZONE (LOCAL BY-LAW) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (STATE) TOP OF COASTAL BANK (STATE) EDGE OF BORDERING VEGETATED WETLAND EDGE OF BORDERING VEGETATED WETLAND ZONE AE ( E L . 1 1 ) ZONE X ZONE A E ( E L . 1 1 ) ZONE X ZONE A E ( E L. 1 2 ) ZONE X ZONE AE (EL.12)ZONE AE(EL.11)ZONE X ZONE AE (EL.12) ZO N E A E ( E L . 1 2 ) ZO N E X ZONE AE (EL.11) ZONE X BORDERING VEGETATED WETLAND 100' BUFFER ZONE BORDERING VEGETATED WETLAND 100' BUFFER ZONE ARE A S E T B A C K 100' RI V E R F R O N T SETBA C K 200' RI V E R F R O N T AREA APPROX. LINE OF BORDERING VEGETATED WETLANDS PER MASS. GIS 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (LOCAL BY-LAW) COASTAL BANK 100' BUFFER ZONE (STATE)SHEET 6, 10, & 14 ~20 2 7' ± ~ B Y T H E EXIS TI N G S T R E A M L=109.7 6 R=193.9 7 S 4 6 ° 3 6 ' 2 4 "W 1 9 1 . 9 5 'S58° 25 ' 50 "W141.69 ' N63° 32' 40"E 24.99' N10° 44' 23 . 1 2 " W 258.70 N06° 10' 07"E 208.95' N03° 48' 23"W 119.51' S88° 19' 07"W 59.61' N03° 39' 07"E 171.14'N86° 41' 00"E123.59'N88° 08' 07"E 73.11'N86° 28' 29"E121.88'S88° 19' 07"W 15.01' N31° 4 3' 5 4" W 88.7 6' S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6'N58° 42 ' 49 "E393.61 ' S29° 42' 50"E 48.03'N67° 30' 10"E 9.21' S37° 40' 50"E 19.21' S44° 05' 30"E 81.79' S84° 14' 40"E 38.30' S46° 36' 24"W 76.92' S17° 52' 23"W 22.99'N54° 33' 38"W81.54'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' S46° 36' 24"W 15.83' N79° 52' 42"W 13.77' S14° 45' 03"E 36.26' S34° 13' 10"W 30.22' S83° 52' 17"W 90.93' N41° 29' 36"W 53.21'S88° 43' 22"W217.76'S64° 42 ' 31 "W241.54 ' NON-JURISDICTIONAL VEGETATED AREA ZONE II LOCUS MAP SCALE 1" = 2000' MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP SITE OVERVIEW PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 3 OF 20 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Comments8-1-23 LOCUS ZONE 2 SCUDD E R A V E N U E STEWART' S C R E E K JOSHU A' S B R O O K STEWART' S C R E E K S C U D D E R A V E N U E ( P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 (T Y P E 5 ) BU I L D I N G 5 (T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BUIL DI N G 2 (TYP E 5 ) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (TY P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) CLUB H O U S E VAN EV EV VAN EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EVEV EVEV E V E V V A N VANEVEVVA N E V R E V R E V R E V R E V R E V R E V REVR E V R E V R E V R E V R E V R E V R E V R E V R E V R E V REVREVR E V R E V R E V R E V R E V R E V R S 4 6 ° 3 6 ' 2 4 "W 1 9 1 . 9 5 ' N31° 4 3' 5 4" W 88.7 6' S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6'N58° 42 ' 49 "E393.61 ' S44° 05' 30"E 81.79' S84° 14' 40"E 38.30' S46° 36' 24"W 76.92' S17° 52' 23"W 22.99'N54° 33' 38"W81.54'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' S46° 36' 24"W 15.83' N79° 52' 42"W 13.77' S14° 45' 03"E 36.26' S34° 13' 10"W 30.22' S83° 52' 17"W 90.93' N41° 29' 36"W 53.21'S88° 43' 22"W217.76'S64° 42 ' 31"W241.54 '100' RIV E RF R O N T ARE A S ET B A C K 200' RIVE R F R O N T AREA SE T B A C K COASTA L B A N K 1 0 0 ' BUFFER Z O N E ( S T A T E ) COASTAL BANK 100' BUFFER ZONE (STATE) EDGE OF BORDERING VEGETATED WETLAND MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK ZONE AE ( E L . 1 1 ) ZONE X JOS H U A ' S B R O O K ~20 2 7 ' ± ~ B Y T H E EXI S T I N G S T R E A M TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE)ZONE AE (EL.11)ZONE XZONE AE (EL.11)ZONE AE (EL.12) ZO N E A E ( E L . 1 2 ) ZO N E X ~POND~ ~POND~ TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (LOCAL) COASTAL BANK 100' BUFFER ZONE (LOCAL) EDGE OF BORDERING VEGETATED WETLAND EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE ZONE AE (EL.11) ZONE X 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (STATE) NON-JURISDICTIONAL VEGETATED AREA JOSHU A ' S B R O O K ~2027'± ~ B Y T H E EXISTIN G S T R E A M NON-JURISDICTIONAL VEGETATED AREA ~1672'±~ B Y T H E EXISTIN G S T R E A M STEW A R T ' S C R E E K BORDERING VEGETATED WETLAND 100' BUFFER ZONE TOP OF COASTAL BANK (STATE)ZONE AE (EL.12)ZONE AE (EL.11)PROP. TREELINE (TYP) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PROP. TREELINE (TYP) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PORTION OF EXISTING PARKING LOT TO BE REMOVED FOR ENTRANCE CONSTRUCTION ~PR O P O S E D PAR KI N G L O T ~ PROPOSED 5-FT WIDE SIDEWALK POO L MAIL KIOSK (TYP OF 3) MOUNTABLE CURB PROPOSED 5-FT WIDE SIDEWALK ENTRY GATE PROPOSED INFILTRATION BASIN #1 PROPOSED INFILTRATION BASIN #2 PROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK PORTION OF POND TO BE CONVERTED INTO INFILTRATION BASIN EXISTING ASPHALT-LINED POND PROPOSED 5-FT WIDE SIDEWALK 32.7' 27.7' PROPOSED 5-FT WIDE SIDEWALK R7-8 SIGN TO BE LOCATED IN-FRONT OF EVERY HANDICAP PARKING SPACE. R7-8b MOUNTED BELOW FOR VAN ACCESSIBLE SPACES 503.7'211.5' TO REAR PROP. LINE2 2 1 . 2 ' ELECTRIC VEHICLE CHARGING STATION SPACE (TYP OF 26) ELECTRIC VEHICLE READY (EVR) PARKING SPACE (TYP OF 26) PROP. STOP SIGN (R1-1) R1-1 R1-1 R1-1 EMERGENCY GATED APRON & ENTRY 24-FT W IDE EMERGENCY ACCESSAND UT IL IT IES EASEMENTTRASHENCLOSURE5 88 8 7610 8 6 1 1 11 7 6 10 4 8 6 7 6 5 5 4 9 8 8 77 9 10 7 10 8 5 1 0 77 11 8 10 8 11 9 10 10 10 7 7 77 9 10 8 9 8 8 10 11108109 PROP 10-FT WIDE MULTI-USE PATH S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) LOCUS MAP SCALE 1" = 2000' 1 PROVIDED: TOTAL PARKING SPACES: REQUIRED: ATTACHED DWELLING UNITS (D.U): 1.5 SPACES PER D.U: 1 VISITOR SPACE PER 10 D.U.: 312 UNITS 468 SPACES 32 SPACES 500 REQUIRED REQUIRED HANDICAP ACCESSIBLE SPACES: TOTAL SPACES PROVIDED: 493 SPACES ACCESSIBLE SPACES REQUIRED PER 521 CMR 23.2.1: 9 SPACES PER 401-500 SPACES PROVIDED 2 SPACES TO BE VAN ACCESSIBLE PROVIDED HANDICAP ACCESSIBLE SPACES: TOTAL PROVIDED HANDICAP: 27 SPACES (INCLUDING 5 VAN ACCESSIBLE SPACES) MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP OVERALL LAYOUT & PARKING PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 4 OF 20 MIN. LOT AREA 43,560 S.F. ITEM REQUIRED PROPOSED 39.6 AC MIN. FRONTAGE 20'207.69' MIN. FRONT YARD 20'503.7' MIN. SIDE YARD 10'27.6' MIN. REAR YARD 10'211.5 MAX. BUILDING HEIGHT 30'46'-8 1/2" * ZONING SCHEDULE - RESIDENCE B (RB) MIN. LOT WIDTH 100'>100' MIN. OPEN SPACE 30%54.7% 50%23%MAX. LOT COVERAGE (ALL RECHARGE DISPOSED ON SITE) * REQUIRES WAIVER (REGULATORY AGREEMENT) PARKING SCHEDULE 493 PROVIDED* M.U.T.C.D. NUMBER SPEICIFICATION DESC. WIDTH HEIGHT R1-1 24"24" 12"18" STOP EV 12"18" R7-8 6"12"R7-8b SIGN SUMMARY NOTE: ALL PROPOSED TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND LOCAL STANDARDS. WELLHEAD PROTECTION & AQUIFER PROTECTION OVERLAY DISTRICT * REQUIRES WAIVER (REGULATORY AGREEMENT) 7 Site Plan Review Submittal2-7-23 LOCUS ZONE 2 SCUD D E R A V E N U E BUIL DI N G 2 (TYPE 5) CLU B H O U S E VAN EV EV E V E V V A N E E V R E V R E V R E V R PORTION OF EXISTING PARKING LOT TO BE REMOVED FOR ENTRANCE CONSTRUCTION TOP OF COAS T A L B A N K ( S T A T E ) JOSH U A' S B R O O K 100' RIV E RF R O NT A R E A S ET B A C K 200' RIVE R F R O N T A R E A S E T B A C K COASTA L B A N K 1 0 0 ' B U F F E R Z O N E ( S T A T E ) TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK ZONE A E ( E L . 1 1 ) ZONE X ZONE AE (EL.11) ZONE X ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M JO S H U A ' S B R O O K ~20 2 7 ' ± ~ B Y T H E EXI S T I N G S T R E A M ~PR O P O S E D PAR KI N G L O T ~EOPEX. S IDEW A LK DYLLVCC LIMIT OF WOR K PORTION OF EXISTING PARKING LOT TO BE REMOVED PROP. HANDICAP PARKING SIGN (R7-8) (R7-8 & R7-8b) PROPOSED 5-FT WIDE SIDEWALK POO L POO L DEC KI N G PROPOSED 5-FT WIDE SIDEWALK MAIL KIOSK (TYP OF 3) PROP. T R E E LI N E ( T Y P)VCCVCC5 8MOUNTABLE CURB 12.0' 14.0' 14.0' 14.0' R1-1 28.0' R6-1R R1-1 & R5-1 PROPOSED 6-FT WIDE SIDEWALK ENTRY GATE 9. 0 ' T Y P 19.0'TYPV C C 24.0 ' ELECTRIC VEHICLE CHARGING STATION SPACE (TYP OF 26) ELECTRIC VEHICLE READY (EVR) PARKING SPACE (TYP OF 26) 8. 0 ' T Y P 5. 0 ' T Y P 8. 0 ' T Y P 8 8 10 8 6 1 1 EXISTING ASPHALT-LINED POND PROPOSED 5-FT WIDE SIDEWALK 37.7' 27.6' 56.4' R7-8 SIGN TO BE LOCATED IN-FRONT OF EVERY HANDICAP PARKING SPACE. R7-8b MOUNTED BELOW FOR VAN ACCESSIBLE SPACES N58° 42 ' 49 "E393.61 ' S14° 45' 0 3 " E 36.26'S34° 13' 10"W 30.22'S44° 05' 30"E81.79'S84° 14' 40"E38.30'S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6' N31° 4 3' 5 4" W 88.7 6'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' R=4 R =4R=4 R=15R=4R =15 R=4 R=4 N54° 33' 38"W81.54'503.7'PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER ZONE II 9 SWL SWL 12.0'12.0'8.0'6 9 . 2 ' ( NEW EN TRANCE W ID TH ) PROPOSED 5-FT WIDE SIDEWALK 1 0 - F T MU L T I -U S E PA TH 1 0 - F T MU L T I -USE PA TH PROPOSED 5-FT WIDE SIDEWALK R5-1 18.0'18.0' ONE WAY PROPOSED 4-FT MIN. TALL FENCE ENCLOSURE 6FT WIDE CROSSWALK HANDICAP RAMP WITH DETECTABLE WARNING PANEL (TYP AT CROSSWALKS) 6FT WIDE CROSSWALK DYLL 2 8 . 0 ' 6FT WIDE CROSSWALK HANDICAP RAMP (MASSDOT STANDARD DETAIL E 107.6.0) (TYP) 8-FT WIDE CROSSWALK PER TOWN OF BARNSTABLE STANDARD DETAIL R1-1 R =4R=4 R =4R =4R=4R=25R=25 R=20R =20R=20R =2 0 R=20R =20 R=20R=25 R=20 S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) LOCUS MAP SCALE 1" = 2000' PROVIDED: TOTAL PARKING SPACES: REQUIRED: ATTACHED DWELLING UNITS (D.U): 1.5 SPACES PER D.U: 1 VISITOR SPACE PER 10 D.U.: 312 UNITS 468 SPACES 32 SPACES 500 REQUIRED REQUIRED HANDICAP ACCESSIBLE SPACES: TOTAL SPACES PROVIDED: 493 SPACES ACCESSIBLE SPACES REQUIRED PER 521 CMR 23.2.1: 9 SPACES PER 401-500 SPACES PROVIDED 2 SPACES TO BE VAN ACCESSIBLE PROVIDED HANDICAP ACCESSIBLE SPACES: TOTAL PROVIDED HANDICAP: 27 SPACES (INCLUDING 5 VAN ACCESSIBLE SPACES) MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP LAYOUT & PARKING (1) PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 5 OF 20 MIN. LOT AREA 43,560 S.F. ITEM REQUIRED PROPOSED 39.6 AC MIN. FRONTAGE 20'207.69' MIN. FRONT YARD 20'503.7' MIN. SIDE YARD 10'27.6' MIN. REAR YARD 10'211.5 MAX. BUILDING HEIGHT 30'46'-8 1/2" * ZONING SCHEDULE - RESIDENCE B (RB) MIN. LOT WIDTH 100'>100' MIN. OPEN SPACE 30%54.7% 50%23%MAX. LOT COVERAGE (ALL RECHARGE DISPOSED ON SITE) * REQUIRES WAIVER (REGULATORY AGREEMENT) PARKING SCHEDULE 493 PROVIDED* M.U.T.C.D. NUMBER SPEICIFICATION DESC. WIDTH HEIGHT R1-1 24"24" 12"18" STOP EV 12"18" R7-8 6"12"R7-8b SIGN SUMMARY NOTE: ALL PROPOSED TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND LOCAL STANDARDS. WELLHEAD PROTECTION & AQUIFER PROTECTION OVERLAY DISTRICT * REQUIRES WAIVER (REGULATORY AGREEMENT) THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Comments8-1-23 LOCUS ZONE 2 JOS H U A' S B R O O K BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BU I L D I N G 5 (T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (T Y P E 5 ) EV EV VAN EV EV EV EV EV EV EV EV EV EV EV EV VA N E V R E V R E V R E V R E V R E V R E V REVR E V R E V R E V R E V R E V R E V R R1-1 24.0 ' 8 8 7610 8 6 PROPOSED INFILTRATION BASIN #1 BIOR E T E N TI O N A R E A24.0 '24.0 ' 24.0' PROP A C C E S S R O A D PROP ACCESS ROADELECTRIC VEHICLE CHARGING STATION SPACE (TYP OF 26) ELECTRIC VEHICLE READY (EVR) PARKING SPACE (TYP OF 26) 11 9.0' TYP19.0 ' TYP 5.0' T Y P 8.0' T Y P 7 6 10 4 8 6 7 6 5 5 VCC VCC VCCPROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK 4 9 8 8 77 9 10 7 10 8 5 1024.0'24.0'PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PROP. TREELINE (TYP) TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) ZONE A E ( E L. 1 1 ) ZONE X ZONE AE (EL.12)ZONE XZONE AE (EL .12 )ZONE X ~POND~ ~POND~ TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK VC C VC C 8.0 ' T Y P 8.0 ' T Y P 5.0 ' T Y P 19.0' TYP9.0 ' T Y P 29. 0 ' 42.6' 37.7'39.7 ' 47.9' 7 R7-8 SIGN TO BE LOCATED IN-FRONT OF EVERY HANDICAP PARKING SPACE. R7-8b MOUNTED BELOW FOR VAN ACCESSIBLE SPACES R=4 R=4 R=15R =4 R=20R=20R=4 R =4 R=4 R=4 R=4R =15 R=4 R=4 R =6 R=6R=4 R=4 R=4 R=4JOS H U A' S B R O O K ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK HANDICAP RAMP WITH DETECTABLE WARNING PANEL (TYP AT CROSSWALKS) R =4R =4R = 3 R =4R =25 R=4R=4 R=4 R =4R =20 R = 4 R = 4 R =4R=4 R=4 R=4R= 2 5 R=20R=4 R =3R =4R=4 R =4R =4LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP LAYOUT & PARKING (2) PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 6 OF 20 9' (TYP)19' (TYP)NOT TO SCALE TYPICAL STRIPING DETAIL 4" (TYP) EDGE OF PAVEMENT STRIPING SHALL BE 4" WIDE STRAIGHT LINES OF WHITE TRAFFIC PAINT, TO BE INSTALLED AS SHOWN ON LAYOUT AND PARKING PLAN THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Comments8-1-23 LOCUS ZONE 2 BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 ( T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BU I L D I N G 7 (T Y P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) EV EV EV EV EV EV EV EV EVEV EVEV E V E V V A N VANEVEVV A N E V R E V R E V R E V R E V R E V R E V R E V REVREVR E V R E V R E V R E V R E V R E V R READY (EVR) PARKING SPACE (TYP OF 26) 8. 0 ' T Y P 76PROPOSED INFILTRATION BASIN #2 PROPOSED 5-FT WIDE SIDEWALK 7 10 8 524.0'~POND~ VC C 8.0 ' T Y P 8.0 ' T Y P 5.0 ' T Y P 19.0' TYP9.0 ' T Y P EXISTING ASPHALT-LINED POND PORTION OF POND TO BE CONVERTED INTO INFILTRATION BASIN PROPOSED 5-FT WIDE SIDEWALK PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER ZONE AE (EL.11)ZONE X100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) BORDERING VEGETATED WETLAND 100' BUFFER ZONE EMERGENCY GATED APRON & ENTRY PROP. TREELINE (TYP) 32.7' 69.5' 47.9'64.5'27.7' 27.6' PROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK PROPOSED 5-FT WIDE SIDEWALK BIORETENTION AREA BIORETENTION AREA 5.0' TYP 9.0' TYP19.0' TYP8.0' TYP8.0' TYP77 11 8 10 8 11 9 10 10 10 7 7 77 9 10 8 9 8 8 10 11 10810 PROPOSED 5-FT WIDE SIDEWALK 24.0' 24.0'24.0'24.0'24.0'24.0'TRASHENCLOSUREELECTRIC VEHICLE CHARGING STATION SPACE (TYP OF 26) ELECTRIC VEHICLE READY (EVR) PARKING SPACE (TYP OF 26) R7-8 SIGN TO BE LOCATED IN-FRONT OF EVERY HANDICAP PARKING SPACE. R7-8b MOUNTED BELOW FOR VAN ACCESSIBLE SPACES R7-8 SIGN TO BE LOCATED IN-FRONT OF EVERY HANDICAP PARKING SPACE. R7-8b MOUNTED BELOW FOR VAN ACCESSIBLE SPACES24.0'S14° 45' 0 3 " E 36.26'S34° 13' 10"W 30.22'S83° 52' 17"W90.93'N41° 29' 36" W 53.21'S64° 42 ' 31 "W241.54 ' S17° 52' 23"W 22.99' S46° 36' 24"W 15.83'S88° 43' 22"W217.76'R=15R =15 R=4 R=4 R =6 R=6R=4 R=4S 4 6 ° 3 6 ' 2 4 "W 7 6 . 9 2 ' N79° 52' 42"W 13.77' R=4 R=4 R =25R=26R=4 R =4R=4 R=25R=25R =4 NON-JURISDICTIONAL VEGETATED AREA 211.5' TO REAR PROP. LINE24-FT W IDE EMERGENCY ACCESSAND UT IL IT IES EASEMENT NON-JURISDICTIONAL VEGETATED AREA 9 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK 6FT WIDE CROSSWALK HANDICAP RAMP WITH DETECTABLE WARNING PANEL (TYP AT CROSSWALKS) R =20 R=20R = 2 0R=4 R= 25 R =4R=4 R=4 R =20 R =12R=8 R=20R=4 R =4R =4R=4 R =4R=25R=2 5 R =4R =4R=4 R =4R = 4 LOCUS MAP SCALE 1" = 2000' 1 EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP LAYOUT & PARKING (3) PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 7 OF 20 MA STATE PLANE THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Comments8-1-23 LOCUS ZONE 2 28 30 323032 30 28 26 24 2226 8 10 12 14 16 18 20224 6 8 10 12 1416 18 20102046812 1 4 16 1 8 20 20201822 24 2424 20 20 20 12 14 16 18 1 8 182222 22 24 24 24 26 26 28 2 82020 2020 303014161822222222 22222424 2424 242426262828323230303028323232 102030 8 1214161822242628 10 20 812 14 16 18 222426 202020303030 18222222 242628 32 30 22222424 2424 2626 2 830302224 24262628283232303024 24 26 26 2628 28222424 24 26 2626 303026 2626 2 8 283030 302822 24 26 28 20 18 22 24 26 10 121416 20 14 16 18 22 24 1 4 1616681012 14 16 8 10 12 16 18 2 4 2 2 20 SCUDD E R A V E N U E STEWART' S C R E E K JOSHU A' S B R O O K STEWART' S C R E E K S C U D D E R A V E N U E ( P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 (T Y P E 5 ) BU I L D I N G 5 (T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BUIL DI N G 2 (TYP E 5 ) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (TY P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) CLUB H O U S E 23 24 25 2626 26 2 6 26 32 31 22 22 22 222222 22 25 24 23 25 24 23 22 23 23 24 25 25262222 26 2 6 26 26 25 25 26272829 2525 26 262725 2724 22 23 2324 2425 26 26 26 252 5 252527272 72727 2727 27272727262627 2727 272727 27 2 7292830 2829 222324 26 272 6 13 23 22 21 20 19 18 17 16 15 1422212019181716 1 3141 5 2 3 2 3 27 25 25 25 25252525272 725 25 24 23 25 242525 24 23 23 24 2 3 242424232222222 2 23 2 4 2 5 1920 20 20 192021 2121 17 16 17 18 19 18 1 9 242322212 423 22 21 31 32 3329 27 26 25 25 26 27 28 2827262521 22 23 241514131 2 1 1 1213141519202 019 20 212121 11 12 13 1 4 1 5 1 6 1 7 18 19 1112131515161718192026 26 262525 23 22 21 25 25242316 17 18 19 25 262 6 2626 26 26262626 26252423222124100' RIV E RF R O N T ARE A S ET B A C K 200' RIVE R F R O N T AREA SE T B A C K COASTA L B A N K 1 0 0 ' BUFFER Z O N E ( S T A T E ) COASTAL BANK 100' BUFFER ZONE (STATE) EDGE OF BORDERING VEGETATED WETLAND MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK ZONE AE ( E L . 1 1 ) ZONE X JOS H U A ' S B R O O K ~20 2 7 ' ± ~ B Y T H E EXI S T I N G S T R E A M TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE)ZONE AE (EL.11)ZONE XZONE AE (EL.11)ZONE AE (EL.12) ZO N E A E ( E L . 1 2 ) ZO N E X ~POND~ ~POND~ TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (LOCAL) COASTAL BANK 100' BUFFER ZONE (LOCAL) EDGE OF BORDERING VEGETATED WETLAND EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE ZONE AE (EL.11) ZONE X 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (STATE) NON-JURISDICTIONAL VEGETATED AREA JOSHU A ' S B R O O K ~2027'± ~ B Y T H E EXISTIN G S T R E A M NON-JURISDICTIONAL VEGETATED AREA ~1672'±~ B Y T H E EXISTIN G S T R E A M STEW A R T ' S C R E E K BORDERING VEGETATED WETLAND 100' BUFFER ZONE TOP OF COASTAL BANK (STATE)ZONE AE (EL.12)ZONE AE (EL.11)PROP. TREELINE (TYP) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PROP. TREELINE (TYP) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PR-CB-2 RIM=24.50 PR-CB-3 RIM=25.30 PR-CB-4 RIM=25.70 PR-DCB-5 RIM=25.80 PR-DCB-6 RIM=24.35 PR-DCB-9 RIM=21.80 PR-CB-7 RIM=24.80 PR-CB-8 RIM=22.95 PR-DCB-11 RIM=21.80' PR-CB-10 RIM=23.60' PR-CB-12 (BEEHIVE) RIM=19.50' PR-CB-14 RIM=24.90 PR-CB-15 RIM=25.20 PR-CB-16 RIM=22.75 PR-CB-17 RIM=22.75 PR-CB-18 RIM=23.50 PR-DCB-21 RIM=24.00 PR-CB-20 RIM=25.00 FES EX-CB RIM=13.83 EX-CB RIM=13.83' EX-CB RIM=13.65 PR-CB-25 RIM=13.50 PR-CB-22 RIM=14.25 PR-DMH-1 RIM=24.75 PR-CB-13 (BEEHIVE) RIM=19.50' PR-DMH-10 RIM=22.10 PR-DMH-2 RIM=25.15PR-DMH-3 RIM=25.65 PR-DMH-4 RIM=25.90 PR-DMH-5 RIM=26.15 PR-DMH-6 RIM=24.35 PR-DMH-7 RIM=22.95 PR-DMH-8 RIM=22.95 PR-DMH-9 RIM=21.85 PR-DMH-11 RIM=20.90 PR-DMH-12 RIM=25.75 PR-DMH-13 RIM=24.65 PR-DMH-14 RIM=24.90 PR-DMH-16 RIM=24.90 PR-DMH-15 RIM=24.55 PR-DMH-17 RIM=24.10 PR-WATER QUALITY UNIT RIM=14.05 FES SEDIMENT FOREBAY BOT. ELEVATION=12.00 EMERGENCY SPILLWAY CREST EL.=15.00 SEDIMENT FOREBAY BOT. ELEVATION=16.50 EMERGENCY SPILLWAY CREST EL.=19.50 PR-CB-24 RIM=13.50 NEW FES PR-CB-1 RIM=24.50 BIORETENTION AREA-2 BIORETENTION AREA-1 YARD DRAIN (TYP) SUBSURFACE INFILTRATION SYSTEM (TYP) SUBSURFACE INFILTRATION SYSTEM (TYP) YARD DRAIN (TYP) RIM=24.50' TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) PROPOSED RETAINING WALL THREE (3) 1000 GAL. LEACHING PITS WITH 4-FT OF SURROUNDING STONE THREE (3) 1000 GAL. LEACHING PITS WITH 4-FT OF SURROUNDING STONE ONE (1) 1000 GAL. LEACHING PIT WITH 4-FT OF SURROUNDING STONE PR-CB-19 RIM=23.50 INFILTRATION BASIN #1 BOT. EL=10.50 INFILTRATION BASIN #2 BOT. EL=15.50 INFILTRATIONBASIN #3BOT. EL=22.00BIORETENTION AREA-3 2929 20x25 20x2520x251314151617181919 18 17 16 1515x751 5 x 7 5 1 6 15x75 15x75 161 2 1213141 5 14151515 x 7 5 1 5 x 7 5 PR-CB-23 RIM=14.25 1 5 15 15 1 6 17 18 19 20 21 22 23 24 25 24 2322212019181716 16 1 5 14 14 1 4 111213 14S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) PR-DMH-19 RIM=14.70 CONCEPTUAL DRAINAGE DESIGN FOR PROPOSED PARKING LOT CHANGES (FINAL DESIGN TBD) PR-DMH-18 RIM=14.65 LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP OVERALL GRADING & DRAINAGE PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 8 OF 20 7 Site Plan Review Submittal2-7-23 1.ALL CUT & FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED ON THIS PLAN. 2.EXISTING CONTOURS ARE SHOWN AT 2-FT INTERVALS. PROPOSED CONTOURS ARE SHOWN AT 1-FT INTERVALS. 3.ADDITIONAL TEST PITS SHALL BE PERFORMED IN THE STORMWATER INFILTRATION AREAS PRIOR TO CONSTRUCTION TO CONFIRM THE PRESENCE OF SUITABLE MATERIALS AND DATA USED IN THIS DESIGN. 4.ALL DRAINAGE PIPES, UNLESS OTHERWISE NOTED, ARE TO BE HIGH-DENSITY POLYETHYLENE (HDPE) AND CONFORM TO AASHTO M284 CORRUGATED POLYETHYLENE PIPE WITH SOIL TIGHT JOINTS AND FITTINGS. REFER TO PLAN FOR LOCATIONS, SIZES, LENGTHS AND SLOPES. 5.MINIMUM COVER OVER PIPE SHALL NOT BE LESS THAN 1.0 FEET. 6.PARKING AREAS SHALL NOT BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEEN INSTALLED AND PIPE CONNECTIONS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO BACKFILL FOR INSPECTION. 7.BACKFILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING SIX INCHES IN DEPTH AND SHALL BE COMPACTED TO A DENSITY OF 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN 2%± OF OPTIMUM. ALL COMPACTION IS TO BE DETERMINED BY AASHTO METHOD T-99 & TESTING OF BACKFILL MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES UNTIL SUCH TIME THAT THE PARKING LOT, BUILDING, AND ASSOCIATED UTILITIES ARE ACCEPTED BY THE OWNER. 9.THE CONTRACTOR SHALL REGULARLY INSPECT AND REMOVE DEBRIS AND/OR SEDIMENT FROM ALL STORMWATER FACILITIES PRIOR TO FINAL ACCEPTANCE OF THE OWNER. 10.THE CONTRACTOR SHALL REFER TO THE OPERATION AND MAINTENANCE PLAN FOR ADDITIONAL INFORMATION PERTAINING TO THE STORMWATER MANAGEMENT FACILITIES LOCATED ON THIS PLAN, AND SHALL HAVE A COPY OF SAID PLAN ON SITE AT ALL TIMES. 11.UTILITIES AS SHOWN ON THIS PLAN ARE BASED ON RECORD PLANS AVAILABLE AND FIELD LOCATED MARK OUTS PERFORMED BY THE RESPECTIVE UTILITY COMPANY. UTILITY LOCATIONS ON THIS PLAN SHALL BE CONSIDERED APPROXIMATE ONLY AND MAY NOT FULLY REPRESENT ALL UNDERGROUND UTILITIES LOCATED ON SITE. THE CONTRACTOR SHALL CONTACT DIG SAFE AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GRADING & DRAINAGE NOTES 8 DPW Comments8-1-23 LOCUS ZONE 2 18 19 202122232425 26 27 28 29 2932 282730 3231 323130292831 30 29 28 27 26 25 24 27 2828 272829 30 31 28293031272625242 7 27 29 25 26 27 27 2625 30 312627 27 28 29 302929 28 30 28 24 26 2022 24 25 24 23 22 19 17 25 17 9 12 13 14 15 13 11 12 13 15 15 14 16 16 16 15 111213 1112 16 1 7 1715 141615 148 17 1015 20 25 30 303030303089 111213 14 16 17 18 19 21 22 23 24 26 27 27272828 282929 29 31313131 30302627282929313110152 089111213141617 1 8 1 9 2 1 2 2 2 3 2 4 1112131414141 4 141414 2 9 2 9 29 23 22 21 20 2 7 26 2 5 2824 23 22 262527 11 1213 15 17 1 8 1 9 20212223SCUD D E R A V E N U E BUIL DI N G 2 (TYPE 5) CLU B H O U S EL=54; S =0.5 %L=32; S=0.5 % L = 3 8 ; S = 3 . 4 %L=127;S=0.5%L=95;S=0.5%L= 9 8 ; S = 1 . 0 % L=165 ; S = 0 . 5 % TOP OF COAS T A L B A N K ( S T A T E ) JOSH U A' S B R O O K 100' RIV E RF R O NT A R E A S ET B A C K 200' RIVE R F R O N T A R E A S E T B A C K COASTA L B A N K 1 0 0 ' B U F F E R Z O N E ( S T A T E ) TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK ZONE A E ( E L . 1 1 ) ZONE X ZONE AE (EL.11) ZONE X ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M JO S H U A ' S B R O O K ~20 2 7 ' ± ~ B Y T H E EXI S T I N G S T R E A M T E EE E E T N58° 42 ' 49 "E393.61 ' S14° 45' 0 3 " E 36.26'S34° 13' 10"W 30.22'S44° 05' 30"E81.79'S84° 14' 40"E38.30'S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6' N31° 4 3' 5 4" W 88.7 6' 25 24 26 2 6 26 26 25 25 26272829 2525 26 262725 2726 26 2 7 2 7 2727272727 262627 2727 272727 27 272928302829 2224272 725 2 5 2625S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 'N54° 33' 38"W81.54'PR-CB-2 RIM=24.50 INV OUT=21.50 PR-CB-3 RIM=25.30 INV OUT=22.30 PR-CB-4 RIM=25.70 INV OUT=22.70 PR-DCB-5 RIM=25.80 INV OUT=22.80 PR-DCB-6 RIM=24.35 INV OUT=21.35 PR-CB-7 RIM=24.80' INV OUT=21.80' EX-CB RIM=13.83 EX-CB RIM=13.83' EX-CB RIM=13.65 PR-CB-25 RIM=13.50 INV OUT=11.00 PR-CB-22 RIM=14.25 INV OUT=11.75 PR-DMH-1 RIM=24.75 INV IN (CB-1)=21.36 INV IN (CB-2)=21.36 INV OUT=21.26 PR-DMH-2 RIM=25.15 INV IN (DMH-1)=20.99 INV IN (CB-3)=20.99 INV OUT=20.89PR-DMH-3 RIM=25.65 INV IN=20.73 INV OUT=20.63 PR-DMH-4 RIM=25.90 INV IN (DMH-3)=19.99 INV IN (CB-4)=22.60 INV OUT=19.89 PR-DMH-5 RIM=26.15 INV IN (DMH-4)=19.41 INV IN (DCB-5)=21.82 INV OUT=19.31 PR-DMH-6 RIM=24.35 INV IN (DMH-5)=18.58 INV IN (DCB-6)=21.15 INV IN (CB-7)=21.60 INV OUT=18.48 PR-CB-24 RIM=13.50 INV OUT=11.00 FES INV OUT=10.45' PR-CB-1 RIM=24.50 INV OUT=21.50 YARD DRAIN (TYP) RIM=26.00 YARD DRAIN (TYP) RIM=26.50 YARD DRAIN (TYP) RIM=26.50 SUBSURFACE INFILTRATION SYSTEM (TYP) TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER ZONE II PR-CB-23 RIM=14.25 INV OUT=11.75 PR-DMH-18 RIM=14.35 INV IN (CB-22)=11.65 INV IN (CB-23)=11.65 INV OUT=11.55 2 6 x 5 2 6 x 8 26 x 8 26x5 26x5 26x 5 25x 3 24x5 24x5 26x0 25x7 25x7 2 5 x 9 25 x 7 26x626x5 26x2 26x6 2 7 x 3 2 7 x 2 2 6 x 2 2 6 x 7 2 6 x 4 26 x5 27x3 24x8 4-FT METAL SAFETY FENCE 1 5 15 15 1 6 17 18 19 20 21 22 23 24 25 24 2322212019181716 16 1 5 14 14 1 4 EX-CMP INV=9.23' TO BE REMOVED CONCEPTUAL DRAINAGE DESIGN FOR PROPOSED PARKING LOT CHANGES (FINAL DESIGN TBD) PR-CB RIM=14.50' INV OUT=11.50' EX. STORMWATER MANAGEMENT AREA-N EX. STORMWATER MANAGEMENT AREA-S FES INV=11.00' PR-CB-A TO BE CONNECTED TO EXISTING STREET DRAINAGE SYSTEM RIM=13.80' INV OUT=TBD PR-WATER QUALITY UNIT RIM=14.05 INV IN (CB-24) =10.70 INV IN (CB-25) =10.70 INV IN (DMH-19) =10.70 INV OUT=10.60 L=3 8; S = 0. 5 % L=110;S=0.5% PR-DMH-19 RIM=14.70 INV IN (DMH-18)=11.00 INV OUT=10.90 11 12 13 14S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) 11 13 15 141112 131414141 4 141414 11 1213 S C U D D E R A V E N U E TOP OF COASTAL EN31° 4 3' 5 4" W 88.7 6'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' 1 5 15 EX-CB RIM=13.83' INV=10.54' EX-CB RIM=13.83' INV IN=10.71' INV OUT=10.53' EX-CB RIM=13.65 (TO BE REMOVED) EX 24" RCP EX 12" CMP EXISTING STORMWATER MANAGEMENT A R E A 1 3 x 9 0 END OF EX VGC 1 3 . 9 7 1 3 . 9 0 1 4 . 0 6 SAWCUT LINE 1 3 x 9 5 1 3 x 9 5 1 3 x 9 5 14 1 4 EX 12" CMP INV=9.23' S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) END TV BOX TO BE RELOCATED EX 18" RCP 11 12 13 14PR-CB-25 RIM=13.50 INV OUT=11.00 PR-CB-24 RIM=13.50 INV OUT=11.00 FES INV OUT=10.45' PR-CB RIM=14.50' INV OUT=11.50' FES INV=11.00' PR-CB TO BE CONNECTED TO EXISTING STREET DRAINAGE SYSTEM RIM=13.80' INV OUT=TBD PR-WATER QUALITY UNIT RIM=14.05 INV IN (CB-24) =10.70 INV IN (CB-25) =10.70 INV IN (DMH-19) =10.70 INV OUT=10.60 PR-DMH-19 RIM=14.70 INV IN (DMH-18)=11.00 INV OUT=10.90 13x6513x651 3 . 8 5 1 3 . 8 7 1 3 . 8 4 1 3 . 8 0 LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP GRADING & DRAINAGE (1) PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 9 OF 20 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 SCALE: 1" = 20' SITE ENTRANCE DETAIL 8 DPW Comments7-28/23 LOCUS ZONE 22827 26 25 24 25 24 24 25 26 27 27 2625 28272 6 252423 22 21 19 19 202 51921222324 262728262728202122 22222 3 241015208 9111 2 1 3 1 4 16161617171718 192 1 212122101 5 207891 1 1 2 1 3 1 4 1 6 1 7 18 191015 206 7 89 11 12 13 14 141 4 16 1 7 181 9 101 5 20 2020 1112131 4 1 6 1 7 18 1 9 2 1 2121 20 25 25 18 181 9 21 22 23 24 2 4 20 25 21 22 23 24 26 25 23 24 26 27 27282925212223242627282920262720 25 25 19 212223 23 24 24 2 1 22 23 2121232117 20 21 16 17141312151 6 1 4 1415121314161718 228864 8 8 4 6 8 4 68101 2 1 4 151314 16171822 242020 1824 24 22 2626 2424 555 5 555 5 5 555 5 55 5 53 3 34 44 444 4 4 44 44666 6666 6 66 6 6 7 7 77 7 7 777 8 8 88 8 8999999 5 10 15 34 6789 11121314 1616 1617171718181919 4553 3 34 4 6677355 4 6 6 5 3 4 6677778888534 6 7899 10 101515 15 152 0 7789 9 99 11 1112121 2 12 12 1213 13 13 131414 1 4 1416 1617 1718 181 9 192 120202020 2525 25212 1 21 21222223 23 232424 2 4 201818191919212122 22 20 25 21 22 23 24 2 2 23242 5 26 26 252424 25 26 JOS H U A' S B R O O K BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BU I L D I N G 5 (T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (T Y P E 5 ) L=165 ; S = 0 . 5 % L=13 2; S = 0. 5 % L=11 4; S = 0. 5 % L = 1 7 7 ; S = 0 . 5 %L=75;S=0 .5% L=25; S = 0. 5 % L=13 8; S = 1. 0 % L=87;S=1. 0 % PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PROP. TREELINE (TYP) TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) ZONE A E ( E L. 1 1 ) ZONE X ZONE AE (EL.12)ZONE XZONE AE (EL .12 )ZONE X ~POND~ ~POND~ TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK T T T T E E E E 23 24 25 262 6 26 22 22 22 222222 22 25 24 23 25 24 23 22 23 23 24 25 25262222 2525 25 24 22 23 2324 2425 26 2525 24 23 25 242525 1920 20 20 19 2021 21211514131 211 1213141519202 019 20 212121 11 12 13 1 4 1 5 1 6 1 7 18 19 1112131515161718192026 26 2625PR-DCB-6 RIM=24.35 INV OUT=21.35 PR-DCB-9 RIM=21.80 INV OUT=18.80 PR-CB-7 RIM=24.80' INV OUT=21.80' PR-CB-8 RIM=22.95 INV OUT=19.95 PR-DCB-11 RIM=21.80' INV OUT=18.80' PR-CB-10 RIM=23.60' INV OUT=20.60' PR-CB-12 (BEEHIVE) RIM=19.50' INV OUT=17.00' PR-CB-13 (BEEHIVE) RIM=19.50' INV OUT=17.00' PR-DMH-10 INV IN (DMH-8)=16.90 INV IN (CB-12)=16.70 INV OUT=16.60' PR-DMH-6 RIM=24.35 INV IN (DMH-5)=18.58 INV IN (DCB-6)=21.15 INV IN (CB-7)=21.60 INV OUT=18.48 PR-DMH-7 RIM=22.95 INV IN (DMH-6)=17.82 INV IN (CB-8)=19.85 INV OUT=17.72 PR-DMH-8 RIM=22.95 INV IN (DMH-7)=17.15 INV IN (DMH-9)=17.85 INV IN (DCB-9)=18.70 INV OUT=17.15 PR-DMH-9 RIM=21.85 INV IN (CB-10)=18.83 INV IN (DCB-11)=18.70 INV OUT=18.60 PR-DMH-11 INV IN (DMH-10)=15.22 INV IN (CB-13)=16.75 INV OUT=15.12' FES INV OUT=14.25' SEDIMENT FOREBAY BOT. ELEVATION=12.00 EMERGENCY SPILLWAY CREST EL.=15.25 BIORETENTION AREA-1 SUBSURFACE INFILTRATION SYSTEM (TYP) YARD DRAIN (TYP) RIM=24.50' TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) JOS H U A' S B R O O K ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M INFILTRATION BASIN #1 BOT. EL=10.00 THREE (3) 1000 GAL. LEACHING PITS WITH 4-FT OF SURROUNDING STONE PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER15x751 5 x 7 5 1 6 15x75 15x75 1612121 314 1 5 14 1 515 1 5 x 7 5 1 5 x 7 5 10-FT WIDE GRAVEL ACCESS ROAD 10-FT WIDE GRAVEL ACCESS ROAD 4-FT METAL SAFETY FENCE GATE GATE CURB INLET WITH RIP-RAP (TYP) (SEE DETAIL) 25x7 25x9 25 x 5 21x0 21x0 20x421x0 21x020x121x0 21x0 22x0 21x5 21x5 21x5 22x0 22x6 22x4 22x4 22x4 22x322x2 24x 1 24 x 6 26x5 25x7 20x5 20x5 20x4 20x7 20x7 BASIN BERM LINER (SEE DETAIL) LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 10 OF 20 GRADING & DRAINAGE (2) 4'-0" 6" THICK FILTER FABRIC, MIRAFI 140N OR EQUAL6" TOP OF PIT & STONE BOTTOM OF PIT 1 COURSE OF BRICK (MIN.) BRICKS MAY BE MORTARED IN PLACE FOR GRADE ADJUSTMENTS. 12" HDPE EQUALIZER PIPE 6'-5" 3/4" TO 1-1/2" WASHED CRUSHED STONE ALL AROUND & 6" UNDERNEATH PIT FILTER FABRIC, MIRAFI 140N OR EQUAL SUB-GRADE UNDISTURBED VARIES REFER TO PLAN 4'-0" 3" MIN. 5'-6" DIA. 2'-0" DIA. FINISHED GRADE BOTTOM OF STONE OR "BEE-HIVE" TYPE COVER FOR PITS IN INFILTRATION BASIN CAST IRON FRAME & COVER 2'-0" DIA. PRECAST CONCRETE 1,000 GALLON LEACHING PIT (H-10) NOT TO SCALE LOCATED IN INFILTRATION BASIN #1 & #2 ONLY THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 4'-9" LOCUS ZONE 228293031 28272 727 28272 6 252423 22 21 19 19 2020202 5 2530301921212122222223232324242426262727 2 82829293131313132 32 32 3 230272829302627282931 32 33 34 25 23 24 26 27 30 303030 272829313132323 333253021222324262728293120 25 21212222232 4 26 27 28 29 2020 2530 2121 2222 23 232426272829 31 32 33 23 23 23242025252521222324242426262627282 9 3030 28282929252627282930303031313132323333343431323 3 26 25 26 24 23 22 2120 17 18 19 22222325 26 27 2930 1015 20 1112131416171819 21 22 222323 20171819212223232323242420 25 30 191919 21 22 23 24 26 27 28 29 31 12 13 1415161718192021222324 1718192021222322 21 16 1 5 1 4 2625 26 28 24 23 32342424 1 0 15 911 12 13 14 16 20 21 151515 1 5 11 1111111212 1 2 131313 13 14 14 1414161616201921 22 23201921222324242525262625262527 151617181920211 5 BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 ( T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BU I L D I N G 7 (T Y P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) L = 4 6 ; S = 0 . 5% L=48; S = 0. 5 %L=40;S=0.5%L=82;S=0.5%L=105;S=0.5%L=136;S=0.5%L=55;S=0.5%L=147;S=0.6% L=100; S = 1. 0 % L=88;S=1.0% ~POND~ PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER ZONE AE (EL.11)ZONE X100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) BORDERING VEGETATED WETLAND 100' BUFFER ZONE PROP. TREELINE (TYP)TTTEEEE T S14° 45' 0 3 " E 36.26'S34° 13' 10"W 30.22'S83° 52' 17"W90.93'N41° 29' 36" W 53.21'S64° 42 ' 31 "W241.54 ' S17° 52' 23"W 22.99' S46° 36' 24"W 15.83' 24 25 2626 26 2 6 26 32 312526 26 252 5 2525272727 2727 27 27 222324 26 27S88° 43' 22"W217.76'2 6 13 23 22 21 20 19 18 17 16 15 1422212019181716 1 3141 5 2 3 2 3 27 25 25 25 25252525 2 725 25 2525 24 23 23 24 2 3 242424232222222 2 23 2 4 17 16 17 18 19 18 1 9 242322212423 2221 31 32 3329 27 26 25 25 26 27 28 2827262521 22 23 24 26 26 262525 23 22 21 25 25242316 17 18 19 S 4 6 ° 3 6 ' 2 4 "W 7 6 . 9 2 ' N79° 52' 42"W 13.77' 25 262 6 2626 26 26262626 26252423222124NON-JURISDICTIONAL VEGETATED AREA PR-CB-7 RIM=24.80' INV OUT=21.80' PR-CB-14 RIM=24.90 INV OUT=21.90 PR-CB-15 RIM=25.20 INV OUT=22.20 PR-CB-16 RIM=22.75 INV OUT=20.25 PR-CB-17 RIM=22.75 INV OUT=20.25 PR-CB-18 RIM=23.50 INV OUT=21.00 PR-DCB-21 RIM=24.00 INV OUT=21.00 PR-CB-20 RIM=25.00 INV OUT=22.00 FES INV OUT=18.00' PR-DMH-12 RIM=25.75 INV IN (CB-14)=21.65 INV IN (CB-15)=21.95 INV OUT=21.55 PR-DMH-13 RIM=24.65 INV IN (DMH-12)=21.35 INV IN (CB-16)=20.05 INV OUT=19.95 PR-DMH-14 RIM=24.90 INV IN (DMH-13)=19.54 INV IN (CB-17)=20.00 INV OUT=19.44 PR-DMH-16 RIM=24.90 INV IN (DMH-14)=18.91 INV IN (DMH-15)=19.94 INV IN (DMH-17)=19.12 INV OUT=18.81 PR-DMH-15 RIM=24.55 INV IN (CB-18)=20.32 INV IN (CB-19)=20.90 INV OUT=20.22 PR-DMH-17 RIM=24.10 INV IN (CB-20)=21.00 INV IN (DCB-21)=20.90 INV OUT=20.80 SEDIMENT FOREBAY BOT. ELEVATION=16.50 EMERGENCY SPILLWAY CREST EL.=19.75 BIORETENTION AREA-3 BIORETENTION AREA-2 SUBSURFACE INFILTRATION SYSTEM (TYP) YARD DRAIN (TYP) RIM=24.50' TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) TWELVE (12) SC-740 CHAMBERS IN FIELD CONFIGURATION WITH STONE (TYP FOR ALL ROOF DRYWELLS) PROPOSED RETAINING WALL INFILTRATION BASIN #2 BOT. EL=15.00 INFILTRATION BASIN #3 BOT. EL=22.00 THREE (3) 1000 GAL. LEACHING PITS WITH 4-FT OF SURROUNDING STONE ONE (1) 1000 GAL. LEACHING PIT WITH 4-FT OF SURROUNDING STONE PR-CB-19 RIM=23.50 INV OUT=21.00 NON-JURISDICTIONAL VEGETATED AREA 2929 20x25 20x2520x251314151617181919 18 17 16 15 10-FT WIDE GRAVEL ACCESS ROAD 10-FT WIDE GRAVEL ACCESS ROAD 4-FT METAL SAFETY FENCE GATE GATE CURB INLET WITH RIP-RAP (TYP) (SEE DETAIL) CURB INLET WITH RIP-RAP (TYP) (SEE DETAIL) BASIN BERM LINER (SEE DETAIL) LOCUS MAP SCALE 1" = 2000' 1 EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 11 OF 20 MA STATE PLANE GRADING & DRAINAGE (3) THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 SCUDD E R A V E N U E STEWART' S C R E E K JOSHU A' S B R O O K STEWART' S C R E E K S C U D D E R A V E N U E ( P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 (T Y P E 5 ) BU I L D I N G 5 (T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (TY P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) CLUB H O U S E T T T T TTTEE E E EE E E EEEE T T100' RIV E RF R O NT ARE A S ET B A C K 200' RIVE R F R O N T AREA SET B A C K COASTA L B A N K 1 0 0 ' BUFFER Z O N E ( S T A T E ) COASTAL BANK 100' BUFFER ZONE (STATE) EDGE OF BORDERING VEGETATED WETLAND MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK ZONE AE ( E L . 1 1 ) ZONE X JOS H U A ' S B R O O K ~20 2 7 ' ± ~ B Y T H E EXI S T I N G S T R E A M COASTAL BANK 100' BUFFER ZONE (STATE)ZONE AE (EL.11)ZONE XZONE AE (EL.11)ZONE AE (EL.12) ZO N E A E ( E L . 1 2 ) ZO N E X ~POND~ TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (LOCAL) COASTAL BANK 100' BUFFER ZONE (LOCAL) BORDERING VEGETATED WETLAND 100' BUFFER ZONE ZONE AE (EL.11) ZONE X 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (STATE) NON-JURISDICTIONAL VEGETATED AREA JOSHU A ' S B R O O K ~2027'± ~ B Y T H E EXISTIN G S T R E A M NON-JURISDICTIONAL VEGETATED AREA ~1672'±~ B Y T H E EXISTIN G S T R E A M STEW A R T ' S C R E E K BORDERING VEGETATED WETLAND 100' BUFFER ZONE TOP OF COASTAL BANK (STATE)ZONE AE (EL.12)ZONE AE (EL.11)PROPOSED OVERHEAD WIRE TO CONNECT TO EXISTING U.P. PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) PROPOSED ELEC. JUNCTION MANHOLE (TYP) PROPOSED ELEC. JUNCTION MANHOLE (TYP) PROPOSED ELEC. TRANSFORMER (TYP) PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) PROPOSED ELEC. TRANSFORMER (TYP) PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) PROPOSED ELEC. TRANSFORMER (TYP) PROPOSED GENERATOR PROPOSED TS&V WITH EXISTING WATER MAIN IN SCUDDER AVENUE PR. 8" CLDI WATER MAIN PROP. FIRE HYDRANT PROP. 8" CLDI WATER MAIN PROPOSED 2" CLDI WATER SERVICE LINE (TYP) PROPOSED 6" CLDI FIRE SERVICE LINE (TYP) PROPOSED 2" CLDI WATER SERVICE LINE (TYP FOR ALL BUILDINGS) PROPOSED 6" CLDI FIRE SERVICE LINE (TYP FOR ALL BUILDINGS) PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROPOSED 8" CDLI WATER MAIN TO SCUDDER AVENUE PR-SMH-3 6" SEWER SERVICE LINE (TYP) 6" SEWER SERVICE LINE (TYP) PR-SMH-1 PR-SMH-2 PR-SMH-4 PR-SMH-5 PR-SMH-6 PR-SMH-7 PR-SMH-8 PR-SMH-9 PR-SMH-12 PR-SMH-11 S PROPOSED SEWER PUMP STATION PROPOSED SEWER WET WELL 6" SEWER SERVICE LINE (TYP) PR-SMH-10 24-FT W IDE EMERGENCY ACCESSAND UT IL IT IES EASEMENT PROPOSED 4" SEWER FORCE MAIN TO SCUDDER AVENUE PROPOSED UTILITY POLE PROPOSED ELEC. JUNCTION MANHOLE PROP. 8" CLDI WATER MAIN PR. 8" SEWER MAIN (SLOPE = 0.5% MIN) PR. 8" SEWER MAIN (SLOPE = 0.5% MIN) PROP. 8" CLDI WATER MAIN PROPOSED 2" CLDI WATER SERVICE LINE (TYP FOR ALL BUILDINGS) PROPOSED 6" CLDI FIRE SERVICE LINE (TYP FOR ALL BUILDINGS) PR. 8" SEWER MAIN (SLOPE = 0.5% MIN) PROP. 8" CLDI WATER MAIN PROPOSED TS&V WITH EXISTING WATER MAIN IN SCUDDER AVENUE PROPOSED 4" SEWER FORCE MAIN TO CONNECT WITH EXISTING SEWER MAIN IN SCUDDER AVENUE S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP OVERALL UTILITIES PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 12 OF 20 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 SCUD D E R A V E N U E BUIL DI N G 2 (TYPE 5) CLU B H O U S E T E EE E E T PROPOSED UTILITY POLE PROPOSED OVERHEAD WIRE TO CONNECT TO EXISTING U.P. PROPOSED ELEC. JUNCTION MANHOLE PROPOSED TS&V WITH EXISTING WATER MAIN IN SCUDDER AVENUE TOP OF COAS T A L B A N K ( S T A T E ) JOSH U A' S B R O O K 100' RIV E RF R O NT A R E A S ET B A C K 200' RIVE R F R O N T A R E A S E T B A C K COASTA L B A N K 1 0 0 ' B U F F E R Z O N E ( S T A T E ) TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK ZONE A E ( E L . 1 1 ) ZONE X ZONE AE (EL.11) ZONE X ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M JO S H U A ' S B R O O K ~20 2 7 ' ± ~ B Y T H E EXI S T I N G S T R E A M PR. 8" CLDI WATER MAIN PROPOSED ELEC. JUNCTION MANHOLE (TYP) PROPOSED ELEC. JUNCTION MANHOLE (TYP) PROP. FIRE HYDRANT PROP. 8" CLDI WATER MAIN PROPOSED 2" CLDI WATER SERVICE LINE (TYP) PROPOSED ELEC. TRANSFORMER (TYP) PROPOSED 6" CLDI FIRE SERVICE LINE (TYP) PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) PROP. 8" C L DI W A T E R M AI N PR. 8" S E W E R M AI N (SLO P E = 0. 5 % MI N)10' M IN PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) 6" SEWER SERVICE LINE (TYP) PR-SMH-1 N58° 42 ' 49 "E393.61 ' S14° 45' 0 3 " E 36.26'S34° 13' 10"W 30.22'S44° 05' 30"E81.79'S84° 14' 40"E38.30'S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6' N31° 4 3' 5 4" W 88.7 6'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 'N54° 33' 38"W81.54'PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER S C U D D E R A V E N U E (P U B L I C ~ 6 0 ' C O U N T Y L A Y O U T ) PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP UTILITIES PLAN (1) PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 13 OF 20 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 JOS H U A' S B R O O K BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BU I L D I N G 5 (T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (T Y P E 5 ) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PROP. TREELINE (TYP) T T T T E E E E TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) ZONE A E ( E L. 1 1 ) ZONE X ZONE AE (EL.12)ZONE XZONE AE (EL .12 )ZONE X ~POND~ ~POND~ TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (LOCAL) COASTAL BANK 100' BUFFER ZONE (LOCAL) MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE EDGE OF BORDERING VEGETATED WETLAND BORDERING VEGETATED WETLAND 100' BUFFER ZONE 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) PR-SMH-3 PROPOSED 2" CLDI WATER SERVICE LINE (TYP) PROPOSED 6" CLDI FIRE SERVICE LINE (TYP) PROP. FIRE HYDRANT PROP. 8 " C L DI W A T E R M AI N PR. 8" C L DI W A T E R M AI N PR. 8" S E W E R M AI N (SLO P E = 0. 5 % MI N)10' M IN PR. 8 " SEWER MA IN (SLOPE = 0 .5% M IN ) 10' MI N PR . 8 " C L D I W A T E R M A I N PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) PROP. FIRE HYDRANT PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) 6" SEWER SERVICE LINE (TYP) PR-SMH-1 PR-SMH-2 PR-SMH-4 PR-SMH-5 INFILTRATION BASIN 1 PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER LOCUS MAP SCALE 1" = 2000' 1 MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 14 OF 20 UTILITIES PLAN (2) THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 ( T Y P E 5 ) BU I L D I N G 8 (T Y P E 5 ) BU I L D I N G 7 (T Y P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) PROPOSED LIMIT OF WORK/ EROSION CONTROL BARRIER PROP. TREELINE (TYP)TTTEEEE NON-JURISDICTIONAL VEGETATED AREA ~POND~ZONE AE (EL.11)ZONE X100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (STATE) COASTAL BANK 100' BUFFER ZONE (STATE) BORDERING VEGETATED WETLAND 100' BUFFER ZONE PROP. FIRE HYDRANT PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP) PROPOSED ELEC. TRANSFORMER (TYP) PROPOSED UNDERGROUND ELEC. UTILITIES (TYP) PROPOSED 2" CLDI WATER SERVICE LINE (TYP) PROPOSED 6" CLDI FIRE SERVICE LINE (TYP) PROPOSED UNDERGROUND ELEC. SERVICE LINES (TYP)PROP. 8" CLDI WATER MAINPROP. 8" CLDI WATER MAIN PR. 8" SEWER MAIN (SLOPE = 0.5% MIN)PR. 8" SEWER MAIN(SLOPE = 0.5% MIN)10' MINPROP. FIRE HYDRANT PROP. FIRE HYDRANT PR-SMH-5 PR-SMH-6 PR-SMH-7 PR-SMH-8 PR-SMH-9 PR-SMH-12 PR-SMH-11 T S PROPOSED SEWER PUMP STATION PROPOSED SEWER WET WELL PROPOSED ELEC. TRANSFORMER (TYP) PROPOSED GENERATOR 6" SEWER SERVICE LINE (TYP) PROPOSED ELEC. JUNCTION MANHOLE (TYP) PR-SMH-10 PR. 8" SEWER M A I N (SLOPE = 0.5% M I N )24-FT W IDE EMERGENCY ACCESSAND UT IL IT IES EASEMENT 10' MI N PROPOSED 8" CDLI WATER MAIN TO SCUDDER AVENUE PROPOSED 4" SEWER FORCE MAIN TO SCUDDER AVENUE 24.0' T Y P INFILTRATION BASIN 2 S14° 45' 0 3 " E 36.26'S34° 13' 10"W 30.22'S83° 52' 17"W90.93'N41° 29' 36" W 53.21'S64° 42 ' 31 "W241.54 ' S17° 52' 23"W 22.99' S46° 36' 24"W 15.83'S88° 43' 22"W217.76'S 4 6 ° 3 6 ' 2 4 "W 7 6 . 9 2 ' N79° 52' 42"W 13.77' NON-JURISDICTIONAL VEGETATED AREA LOCUS MAP SCALE 1" = 2000' 1 EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 15 OF 20 MA STATE PLANE UTILITIES PLAN (3) THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 28 30 323032 3028 26 24 2226 8 10 12 14 16 18 20224 6 8 10 12 141618 204 44444666666 6 6 88 888 82468102046812 1 4 16 1 8 20 20201822 24 2424 20 20 20 12 14 16 18 1 8 182222 22 24 24 24 26 26 28 2 82020 2020 303014161822222222 22222424 2424 242426262828323230303028323232 102030 8 1214161822242628 10 20 8121416 18 222426 202020303030 1822222224 2628 32 30 22222424 2424 2626 2 830302224 24262628283232303024 24 26 26 2628 28222424 24 26 2626 303026 2626 2 8 283030 3 0 28 22 24 26 28 20 18 22 24 26 10 12 1416 20 14 16 18 22 24 1 4 161668101214 16 8 10 12 16 18 2 4 2 2 20 S C U D D E R A V E N U E DUMONT D R I V E STEWART' S C R E E K JOS H U A' S B R O O K JOSHU A' S B R O O K STEWART' S C R E E K APPROX. CENTERLINE OF BROOK BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 (T Y P E 5 ) BU I L D I N G 5 (TY P E 5 ) BU I L D I N G 8 (TY P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (TY P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) CLU B H O U S E APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK ~1672'±~ B Y T H E EXISTIN G S T R E A M ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M ~1672'±~ BY THEEXISTING STREAM~2027'±~ BY THEEXISTING STREAM~20 2 7' ± ~ B Y T H E EXIS TI N G S T R E A M L=109.7 6 R=193.9 7 S 4 6 ° 3 6 ' 2 4 "W 1 9 1 . 9 5 'S58° 25 ' 50 "W141.69 ' N63° 32' 40"E 24.99' N10° 44' 23 . 1 2 " W 258.70 N06° 10' 07"E 208.95' N03° 48' 23"W 119.51' S88° 19' 07"W 59.61' N03° 39' 07"E 171.14'N86° 41' 00"E123.59'N88° 08' 07"E 73.11'N86° 28' 29"E121.88'S88° 19' 07"W 15.01' N31° 4 3' 5 4" W 88.7 6' S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6'N58° 42 ' 49 "E393.61 ' S29° 42' 50"E 48.03'N67° 30' 10"E 9.21' S37° 40' 50"E 19.21' S44° 05' 30"E 81.79' S84° 14' 40"E 38.30' S46° 36' 24"W 76.92' S17° 52' 23"W 22.99'N54° 33' 38"W81.54'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' S46° 36' 24"W 15.83' N79° 52' 42"W 13.77' S14° 45' 03"E 36.26' S34° 13' 10"W 30.22' S83° 52' 17"W 90.93' N41° 29' 36"W 53.21'S88° 43' 22"W217.76'S64° 42 ' 31 "W241.54 ' PROPOSED CONSTRUCTION ENTRANCE (SEE DETAIL) PROPOSED LIMIT OF WORK & EROSION CONTROL BARRIER (SEE DETAIL) PROPOSED LIMIT OF WORK & EROSION CONTROL BARRIER (SEE DETAIL) INSTALL SILT SACS IN EXISTING CATCH BASINS ON SCUDDER AVENUE PROPOSED LIMIT OF WORK & EROSION CONTROL BARRIER (SEE DETAIL) LOCUS MAP SCALE 1" = 2000' MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP EROSION CONTROL PLAN PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 16 OF 20 TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 2" MIN. STONE PER MA DPW (6" MIN THICKNESS) R = 30'R = 3 0 ' 20'EXISTING PARKING LOT50' NOT TO SCALE DETAIL OF SILT SACK SEDIMENT CONTROL DEVICE SILTSACK REMOVAL FROM INLET 1" REBAR FOR BAG DUMP STRAP DUMP STRAP 2" FLAT WASHERS) (1/4" NYLON ROPE, EXPANSION RESTRAINT DUMP STRAPS 2 EACH FILTERED RUNOFF BINDING WIRE OR TWINE TO BE SET PARALLEL WITH GROUND SURFACE 1" X 2" X 3' OAK BEANPOLES, 2 PER BALE 3-FT HIGH GEO-TEXTILE SILT FENCE DOUBLE ROW OF STAKED STRAW BALE OR WATTLE CROSS SECTION OF HAYBALE LINE NOT TO SCALE SEDIMENT LADEN RUNOFF 11 4" X 11 4" X 3' OAK BEANPOLES PLACED AT 8-FT INTERVALS ALONG SILT FENCE (TO BE PLACED IN EX. CATCH BASINS DOWNGRADIENT OF PROJECT AND CONSTRUCTED CATCH BASINS ONCE BINDER IS PLACED) THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2BUILDING 13 (TYPE 6) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) READY (EVR) PARKING S14° 45 ' 0 3 " E 30.22'S83° 52' 17"W90.93'N41° 29' 36" W 53.21'S64° 42 ' 31 "W241.54 ' S17° 52' 23"W 22.99' S46° 36' 24"W 15.83'S88° 43' 22"W217.76'S 4 6 ° 3 6 ' 2 4 "W 7 6 . 9 2 ' N79° 52' 42"W 13.77' HYANNIS LADDER TRUCK PATH (TYP) 24-FT WIDE EMERGENCY ACCESS/ UTILITIES EASEMENT 18-FT WIDE GRAVEL ACCESS ROAD LOCUS MAP SCALE 1" = 2000' 1 HYANNIS LADDER TRUCK TURNING TEMPLATE NOT TO SCALE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 17 OF 20 EMERGENCY ACCESS PLAN MA STATE PLANE LEGEND TRUCK ENVELOPE TIRE PATH OVERHANG PATH LEGEND THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 S C U D D E R A V E N U E DUMONT D R I V E STEWART' S C R E E K JOS H U A' S B R O O K JOSHU A' S B R O O K STEWART' S C R E E K APPROX. CENTERLINE OF BROOK BUIL DI N G 3 (TYP E 6) BUILDI N G 4 (TYP E 6 ) BUILDING 13 (TYPE 6) BUILDING 10 (TYPE 6)BUILDING 9(TYPE 6)B U I L D I N G 1 (T Y P E 5 ) BU I L D I N G 5 (TY P E 5 ) BU I L D I N G 8 (TY P E 5 ) BUIL DI N G 2 (TYPE 5) BUIL DI N G 6 (TYP E 2) BU I L D I N G 7 (TY P E 5 ) BUILDING 12 (TYPE 5) BUILDING 11 (TYPE 5) CLU B H O U S E NON-JURISDICTIONAL VEGETATED AREA APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK APPROX. CENTERLINE OF BROOK ~1672'±~ B Y T H E EXISTIN G S T R E A M ~202 7' ± ~ B Y T H E EXIS TI N G S T R E A M ~1672'±~ BY THEEXISTING STREAM~2027'±~ BY THEEXISTING STREAM200' RIVERFR O N T AREA SETBA C K 100' RIVERFRON T A R E A S E T B A C K MEAN ANNUAL HIGH WATER LINE OF JOSHUA'S BROOK MEAN ANNUAL HIGH WATER LINE OF STEWART'S BROOK 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK MEAN ANNUAL HIGH WATER LINE OF STEWART'S BROOK ZONE AE (EL.12)ZONE AE (EL.11)ZONE AE (EL.11) ZONE XZONE AE (EL .12 )ZONE AE (EL .13)ZONE VE (EL .13 ) COASTAL BANK 100' BUFFER ZONE (LOCAL BY-LAW) COASTAL BANK 100' BUFFER ZONE (STATE) TOP OF COASTAL BANK (STATE) TOP OF COASTAL BANK (STATE) EDGE OF BORDERING VEGETATED WETLAND EDGE OF BORDERING VEGETATED WETLAND ZONE AE ( E L . 1 1 ) ZONE X ZONE A E ( E L . 1 1 ) ZONE X ZONE A E ( E L. 1 2 ) ZONE X ZONE AE (EL.12)ZONE AE(EL.11)ZONE X ZONE AE (EL.12) ZO N E A E ( E L . 1 2 ) ZO N E X ZONE AE (EL.11) ZONE X BORDERING VEGETATED WETLAND 100' BUFFER ZONE BORDERING VEGETATED WETLAND 100' BUFFER ZONE ARE A S E T B A C K 100' RI V E R F R O N T SETBA C K 200' RI V E R F R O N T AREA APPROX. LINE OF BORDERING VEGETATED WETLANDS PER MASS. GIS 100' RIVERFRONT AREA SETBACK 200' RIVERFRONT AREA SETBACK TOP OF COASTAL BANK (LOCAL BY-LAW) COASTAL BANK 100' BUFFER ZONE (STATE) ~20 2 7' ± ~ B Y T H E EXIS TI N G S T R E A M L=109.7 6 R=193.9 7 S 4 6 ° 3 6 ' 2 4 "W 1 9 1 . 9 5 'S58° 25 ' 50 "W141.69 ' N63° 32' 40"E 24.99' N10° 44' 23 . 1 2 " W 258.70 N06° 10' 07"E 208.95' N03° 48' 23"W 119.51' S88° 19' 07"W 59.61' N03° 39' 07"E 171.14'N86° 41' 00"E123.59'N88° 08' 07"E 73.11'N86° 28' 29"E121.88'S88° 19' 07"W 15.01' N31° 4 3' 5 4" W 88.7 6' S00° 37' 10"W 208.39' S32° 5 7' 4 0" E 109. 3 6'N58° 42 ' 49 "E393.61 ' S29° 42' 50"E 48.03'N67° 30' 10"E 9.21' S37° 40' 50"E 19.21' S44° 05' 30"E 81.79' S84° 14' 40"E 38.30' S46° 36' 24"W 76.92' S17° 52' 23"W 22.99'N54° 33' 38"W81.54'S4 8 ° 5 9 ' 0 0 "W 2 0 7 . 6 9 ' S46° 36' 24"W 15.83' N79° 52' 42"W 13.77' S14° 45' 03"E 36.26' S34° 13' 10"W 30.22' S83° 52' 17"W 90.93' N41° 29' 36"W 53.21'S88° 43' 22"W217.76'S64° 42 ' 31 "W241.54 ' NON-JURISDICTIONAL VEGETATED AREA PROPOSED CONSERVATION RESTRICTION AREA 953,964 S.F.± (21.90 Ac±) LOCUS MAP SCALE 1" = 2000' MA STATE PLANE EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP CONCEPTUAL CONSERVATION RESTRICTION PLAN PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 18 OF 20 THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 LOCUS MAP SCALE 1" = 2000' 1 WEARING COURSE SEWER USE 6" PVC 4" IN EARTH 8" IN ROCK 1'-0" NOT TO SCALE TRENCH DETAIL 6" (MIN.) LOAM AND SEED BEYOND PAVED AREAS BASE COURSE COMPACTED GRAVEL BACKFILL WITH BANK-RUN GRAVEL ZONE AROUND PIPE; IN EARTH IN ROCK BIT. CONC. PAVEMENT WITHIN PAVED AREAS HDPE DRAIN PIPE (95% COMPACTION) COMPACTED BACKFILL D + 2'-0" FINISH GRADE 18" MIN. CLEARNOT TO SCALE HYDRANT ASSEMBLY DETAIL CONNECTION STEAMER GLAND (TYP.) RETAINER CONCRETE BLOCK FLAT STONE OR ANCHOR TEE (MIN.) 4'-6" 6" D.I. CONNECTING PIPE 6" GATE VALVE HYDRANT TO MEET THE HYANNIS FIRE DEPT REQUIREMENTS 1/2" TO 1" CRUSHED STONE TO 6" ABOVE HYDRANT DRIP ADJUSTABLE VALVE BOX WITH COVER(SET FLUSH WITH SURFACE) CONCRETE THRUST BLOCK PLACED AGAINST UNDISTURBED MATERIAL (TYP.) ROTATE HYDRANT AS DIRECTED VARIES TO BE DETERMINED IN THE FIELD NOTE: DEPTH OF HYDRANT BURY TO SUIT INSTALLED DEPTH OF COVER OVER WATERMAIN. WATER SERVICE CONNECTION PROPOSED CURB STOP PROPOSED 8" WATER MAIN FINISH GRADE COUPLING SLEEVE TYPE NOT TO SCALE PROPOSED CTS 200 PSI PLASTIC SERVICE LINE ADJUSTABLE SERVICE BOX (SET FLUSH WITH SURFACE) PROPOSED WATER SERVICE PRECAST CONCRETE CURB NOT TO SCALE WEARING COURSE BINDER COURSE PRECAST CONCRETE CURB CONCRETE ANCHOR6" REVEALFINISH GRADE 6" MIN. COMPACTED GRAVEL BASE UNDISTURBED OR COMPACTED SUBGRADE SEE CHART FOR LENGTH/WEIGHT RATIO DESIGN DATA & GENERAL NOTES (1) CONCRETE STRENGTH F'C 4,000 PSI @ 28 DAYS. DENSITY 150 PCF. (2) CEMENT, PORTLAND TYPE I OR III PER ASTM C150-81. (3) ADMIXTURES, OIR & PLASTICIZERS PER ASTM C233-82. (4) AIR ENTRAINMENT 5%-7% DATA CHARTS LENGTH APPROX. WEIGHT 3'-0" 4'-0" 5'-0" 6'-0" 365 LBS 487 LBS 609 LBS 731 LBS CONCRETE SIDEWALK THRUST BLOCK DETAIL PLUG/CAP WATERMAIN (TYP.) MATERIAL (TYP.) FIRM UNDISTURBED BEND TEE (TYP.) BEND-PLAN TEE-PLAN 9 4 OR PLUGS 6 3 12 6 (90)(45&UNDER) TEES,CAPSBENDSBEND 10 & 12 2. NOTES: 1. SIZE OF 8 & UNDER SOIL CONDITIONS. STRENGTH OF 2000 PSI AT 28 DAYS. MAIN (IN.) TABLE OF BEARING AREAS (S.F.) 3.THRUST BLOCK SIDES SHALL BE FORMED WITH PLYWOOD. UNLESS DETERMINED OTHERWISE BY THE ENGINEER BECAUSE OF THRUST BLOCK BEARING AREAS TOO BE IN ACCORDANCE WITH TABLE, CONCRETE FOR THRUST BLOCKS SHALL HAVE MINIMUM COMPRESSIVE BLOCK (TYP.) CONCRETE THRUST PLUG/CAP-PLAN NOT TO SCALE CONCRETE THRUST BLOCK WITH FORMED SIDES TAPPING VALVE WITH VALVE BOX TAPPING SLEEVE EXISTING 12" WATERMAIN FIRM UNDISTURBED MATERIAL (TYP.) NOTE: CONTRACTOR TO VERIFY OUTSIDE DIAMETER OF EXISTING MAIN. TAPPING SLEEVE & VALVE DETAIL NOT TO SCALE PROP. 8" CLDI WM HANDICAPPED RAMP NOT TO SCALE EDGING TRANSITION PIECE (TYP.) 6' - 0" 5' - 0" 6' - 0" BI T . C O N C . SI D E W A L K 4.5' 12:1 BI T . C O N C . SI D E W A L K BIT. CONC. RAMP NOTE: ALL RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA / MASS. AAB REGULATIONS. 10:1 1 0 : 1 NOT TO SCALE TYPICAL TRENCH SECTIONS WATER-SEWER CROSSING EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP DETAIL SHEET PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 19 OF 20 SCALE: N.T.S. LIGHT POLE BASE DETAIL (TO PROVIDE A 15-FT MOUNTING HEIGHT) TYPE I-1 BIT. PAVEMENT: 1-1/2" WEARING COARSE OVER 2" BINDER COARSE (PER MASSDOT SPECIFICATIONS SECTION 460) 12" OF DENSE GRADED CRUSHED STONE MASS DOT M2.01.7 OR APPROVED EQUAL APPROVED SUBGRADE PAVEMENT NOTES: 1. SUBGRADE MATERIAL SHALL CONSISTS OF INERT MATERIAL THAT IS HARD, DURABLE STONE AND/OR COARSE SAND, FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW FINISHED GRADE ELEVATION. ALL UNSUITABLE MATERIAL SHALL BE EXCAVATED AND REMOVED PRIOR TO SUBGRADE INSTALLATION. 2. SUBGRADE SHALL BE PLACED IN MAXIMUM 8" LIFTS (COMPACTED TO 95%) 3. REFER TO SITE PLAN FOR EXTENTS OF BIT. PAVEMENT. 4. THE INSTALLED BINDER COARSE SHALL BE SWEPT CLEAN PRIOR TO THE INSTALLATION OF THE WEARING COARSE BY A MECHANICAL SWEEPER. NOT TO SCALE TYPICAL PAVEMENT SECTION 12" THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 8 DPW Review Comments8-1-23 LOCUS ZONE 2 LOCUS MAP SCALE 1" = 2000' 1 EDWARD L. PESCE, P.E. DATE JOB NO: 5061 FIELD: CB/RB DATE: FEBRUARY 11, 2021 DRAWN: BJW CHECK: ELP CALC./DESIGN: ELP DETAIL SHEET PREPARED FOR: QUARTERRA 99 SUMMER STREET, SUITE 701 BOSTON, MA 02110 LAND SURVEYING BY: ENGINEERING BY: BAXTER NYE ENGINEERING & SURVEYING 78 NORTH STREET, 3RD FLOOR HYANNIS, MA 02601 CCC Submittal4-1-211 Raingarden; Detail Sheets Added4-23-212 Utility Easement Sheet Added5-21-213 4 5 6 CCC Comments; CR Area Added10-22-21 11-1-21 Site Layout Modified9-23-22 CCC Comments; CR Area Mod SHEET 20 OF 20 3 1 3 1 75% OF RIP-RAP STONE SHALL BE 70 TO 100 LBS. (TO MEET MASS. DPW M2.02.3 REQUIREMENTS)FINISH GRADE NOT TO SCALE INFILTRATION BASIN & BERM LINER DETAIL INLET PIPE FLARED END STABILIZE SIDE AND BOTTOM SLOPES WITH A DENSE TURF OF WATER TOLERANT GRASS. (A RAPIDLY GERMINATING GRASS, SUCH AS FESCUES AND REED CANARY GRASS ARE RECOMMENDED). COMPACTED GRAVEL (REFER TO DIKE DETAIL) SEDIMENT FOREBAY GRAVEL FILTER OF 1' RIP-RAP OVER 1-1/2" DOUBLE WASHED STONE REFER TO PLANS FOR TOP OF FILTER ELEVATIONS 3 1 12" CLEAN GRANULAR SOILS NOT TO SCALE SET IN FULL BED OF MORTAR DESIGNATION M199 +2" CLEARANCE MIN. 0.12 SQ.IN. STEEL PER VERTICAL, PLACED ACCORDING TO AASHTO OUTSIDE OF PIPE PROVIDE "V" OPENINGS 5'-4" MIN. FRAME & GRATE 4'-0" MIN.5" MIN. 1" CLEAR4"MORTAR ALL JOINTS 5" MIN.5'-6" MIN.SECTION HEIGHT OF RISER SECTIONS VARY FROM 1' TO 4' DOUBLE FRAME & GRATE STANDARD CATCH BASIN W/ No. LV2448-1 OR EQUAL 1" CLEAR 4'-0" MIN. OR 4 TIMES PIPE DIAMETER6'-10" STANDARD DEPTHNOT TO SCALE 4'-0" DIAMETER 5" MIN. PRECAST CONCRETE CATCH BASIN (H-20) BUTYL RUBBER AT JOINTS MIN. MONOLITHIC 1' STONE BEDDING PROVIDE "V" OPENINGS VERTICAL FOOT, PLACED2'-0"+/- DIA. ADJUST TO REQUIRED GRADE W/MIN. 2 OR MAX. 4 BRICK COURSES OR EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS.8"MIN. 0.12 IN. STEEL PER ACCORDING TO AASHTO DESIGNATION M199 (TYP. EA. SECTION) OUTSIDE OF PIPE +2" CLEARANCE FRAME TO BE SET IN FULL BED OF MORTAR 1 NOTE: 1.) USE 4 FLANGE FOR SINGLE GRATE CATCH-BASINS. FOR SINGLE GRATE CBN'S WITHIN PAVED ROADS; USE LEBARON FRAME AND GRATE, MODEL LF-244-2 OR APPROVED EQUAL 1 32" PLAN SECTION 1-1 32" 4" NOT TO SCALE CATCH BASIN FRAME & GRATE (H-20) 24" 1 NOTE: 1.) USE 3 FLANGE FOR DOUBLE GRATE CATCH-BASINS. FOR DOUBLE GRATE CBN'S WITHIN PAVED ROADS; USE LEBARON FRAME AND GRATE, MODEL LF-123-0 OR APPROVED EQUAL 1 15"± PLAN 16.375"12" SECTION 1-1 3" 8" BASE PRECAST 1" CLEAR 5" MIN ALL JOINTS BUTYL RUBBER RISER SECTIONS HEIGHT OF VARY FROM 1' TO 4' M.H. STEPS 1" DIA. DROP FRONT TYPE PROVIDE "V" OPENINGS MORTAR ALL PIPE OPENINGS PIPE OPENINGS TO BE PRECAST AND OVER, 1" COVER FOR PIPES 18" DIAMETER 1-#3 BAR AROUND OPENINGS CEMENT CONCRETE CLASS "A" ACCORDING TO AASHTO VERTICAL FOOT, PLACED MIN. 0.12 IN. STEEL PER +2" CLEARANCE IN RISER SECTION OUTSIDE OF PIPE DESIGNATION M199 PRECAST DRAIN MANHOLE(H-20) 4'-0" DIAMETER NOT TO SCALE1'-0" TYP.2" CLEAR 2'-0"+/- DIA.8"ALTERNATE TOP SLAB. SET FRAME IN FULL BED OF MORTAR ADJUST TO REQUIRED GRADE W/MIN. 2 OR MAX. 4 BRICK COURSES OR EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS MORTARED IN PLACE. NOT TO SCALE STANDARD MANHOLE FRAME & COVER(H-20)8"24" 26" (COVER) 36.5" 26"A A SECTION A-ALEBARON FRAME AND COVER, MODEL LK 110A-000 OIL TRAP HOOD WITH HINGE OIL TRAP HOOD WITH HINGE 5'-0" MIN. ADJUST TO REQUIRED GRADE W/MIN. 2 OR MAX. 4 BRICK COURSES OR EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS. 5" MIN 2'-0"+/- 4'-0" DIAMETER 1" CLEAR CONE SECTION4' - 0" ECCENTRIC1'-0" TYP. 2" CLEAR NOT TO SCALE PRECAST SEWER MANHOLE (H-20) CAST-IN-PLACE RUBBER BOOTS AND STAINLESS STEEL BAND CLAMPS ON ALL PIPE CONNECTIONS ADJUST TO REQUIRED GRADE W/ 2 BRICK COURSES (MAX.) AND 3/8" MORTAR JOINTS OR EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS AND 3/8" BED OF MORTAR BITUMASTIC COATING FOR SANITARY MANHOLE PRECAST REINFORCED CONCRETE M.H. CONE SECTION MIN. 0.12 IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M199 OUTSIDE OF PIPE +2" CLEARANCE CEMENT CONCRETE CLASS "A" 1-#3 BAR AROUND OPENINGS FOR PIPES 18" DIAMETER AND OVER, 1" COVER PIPE OPENINGS TO BE PRECAST IN RISER SECTION 6-IN LAYER OF 3/4-IN TYPE A CRUSHED-STONE BEDDING8" BASE PRECAST HEIGHT OF RISER SECTIONS VARY FROM 1' TO 4' 1" DIA. DROP FRONT TYPE STEEL- REINFORCED POLYPROPYLENE M.H. STEPS WITH 3-IN EMBEDMENT MANHOLE FRAME & COVER TO BE GRAY CAST IRON AND MARKED 'SEWER' SET FRAME IN 3/8" BED OF MORTAR (MIN.) ALL JOINTS TO BE SEALED WITH BITUMASITC SEALANT TOP OF SHELF SHALL BE 1" ABOVE CROWN OF HIGHEST PIPE 1" WASH ALTERNATE TOP SLAB. REINFORCED TO MEET H-20 LOADING MANHOLE FRAME & COVER, SET FLUSH WITH BINDER COURSE FRAME & GRATE, SET FLUSH WITH BINDER COURSE BRICK LAID INVERT OVER CONCRETE FILL NOT TO SCALE BEEHIVE INLET GRATE DETAIL (NEENAH FOUNDRY CAST IRON FRAME & COVER) (CATALOG NUMBER R-2561-A OR APPROVED EQUAL) NOTE: L B ASIZE B H L W 12" 15" 18" 6.5" 7.5" 10" 15"6.5" 6.5"25" 32" 29" 35" TOP VIEW RIGHT SIDE VIEW FRONT VIEW PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 12"-24". 30" & 36" END SECTIONS TO BE WELDED TO PIPE PER MANUFACTURER'S RECOMMENDATIONS. 24" 30"10.5" 7.5"18" N/A 68" 45" 53" 36" 7.0" 6.5" 165 mm300 mm 254 mm165 mm 735 mm635 mm 375 mm 165 mm254 mm165 mm 6.5"10"6.5" 735 mm635 mm 25"29" 165 mm450 mm 380 mm190 mm 890 mm812 mm 165 mm600 mm 450 mm190 mm 1140 mm900 mm 178 mm750 mm 266 mm 1345 mm 1725 mm 178 mm900 mm 36"N/A 266 mm 10.5"7.0" 1725 mm1345 mm 53"68" WA A H 3612-NP PART 1810-NP 2410-NP 3012-NP 1210-NP 1210-NP PE THREADED ROD W/WING NUTS (SEE NOTE) PIPE (MAX) NOT TO SCALE ADS FLARED END SECTION NOT TO SCALE BIORETENTION SWALE BIORETENTION NOTES: 1. USE THE ENGINEERED SOIL MIX BELOW. (ENGINEERED SOIL MIX FOR BIORETENTION SYSTEMS) DESIGNED TO EXFILTRATE; THE SOIL MIX FOR BIORETENTION AREAS SHOULD BE A MIXTURE OF 40 % SAND, 20-30% TOPSOIL, AND 30-40% COMPOST. 2. THE SOIL MIX MUST BE UNIFORM, FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS LARGER THAN 2 INCHES. CLAY CONTENT SHOULD NOT EXCEED 5%. 3. SOIL PH SHOULD GENERALLY BE BETWEEN 5.5-6.5. 4. USE SOILS WITH 1.5% TO 3% ORGANIC CONTENT AND MAXIMUM 500-PPM SOLUBLE SALTS. 5. THE SAND COMPONENT SHOULD BE GRAVELLY SAND THAT MEETS ASTM D 422. 6. THE TOPSOIL COMPONENT SHALL BE A SANDY LOAM, LOAMY SAND OR LOAM TEXTURE. 7. THE COMPOST COMPONENT MUST BE PROCESSED FROM YARD WASTE IN ACCORDANCE WITH MASSDEP GUIDELINES. THE COMPOST SHALL NOT CONTAIN BIOSOLIDS. 8. THE PLANTING PLAN SHALL INCLUDE A MIX OF HERBACEOUS PERENNIALS, SHRUBS, AND (IF CONDITIONS PERMIT) UNDERSTORY TREES THAT CAN TOLERATE INTERMITTENT PONDING, OCCASIONAL SALINE CONDITIONS DUE TO ROAD SALT, AND EXTENDED DRY PERIODS. BIORETENTION PLANTINGS TO BE DETERMINED BASED ON AVAILABILITY AT TIME OF CONSTRUCTION 6" PERFORATED UNDERDRAIN PIPE APPROVED NATIVE BACKFILL MATERIAL 12" BEEHIVE GRATE (REFER TO PLAN FOR LOCATION AND ELEVATION) 12" HDPE OVERFLOW OUTLET 1% SLOPE (MIN.) ~PAVED PARKING AREA~ 8" GRAVEL JACKET LAYER 24" ENGINEERED SOIL MIX 1.5 (MIN) 1 ~PAVED PARKING AREA~ 1% SLOPE (MIN.) 3" MULCH LAYER 0.5-FT MIN. FREEBOARD THE PROPOSED EMBLEM AT HYANNIS RESIDENCES AT 35 SCUDDER AVENUE IN HYANNIS, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: 7 Site Plan Review Submittal2-7-23 NOT TO SCALE CURB INLET WITH RIP-RAP DETAIL ~PARKING LOT~ PRECAST CONCRETE CURB 1% SLOPE →←1% SLOPE 2.0'4.0'~BIORETENTION AREA~ ~BIORETENTION AREA~ PRECAST CONCRETE CURB INLETS TO BE PROVIDED AS SHOWN ON PLAN (SEE DETAIL) RIP-RAP STONE TO MEET MASSDOT SPEC M2.02.3 (STONE SHALL WEIGH NOT LESS THAN 50 LB NOT MORE THAN 125 LB AND AT LEAST 75% OF THE VOLUME SHALL CONSIST OF STONES WEIGHING NOT LESS THAN 75 LB EACH) 40 MIL. POLY LINER ANCHOR 2 4 "18"24"6" LOAM TOP SOIL OVER 18" CLEAN GRANULAR FILL ON SIDE SLOPES ANCHOR DETAIL12"8" LINER TO BE PROVIDED IN BASIN BERM AS SHOWN ON SITE PLAN TO PREVENT BREAKOUT TOE OF SLOPE (ELEVATION VARIES - REFER TO PLAN) 8" COMPACTED GRAVEL ACCESS ROAD 8 DPW Review Comments8-1-23