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Home My WebLink About201 Main St_Drawing Set_081823GROSS FLOOR AREA UNIT COUNT FLOOR 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TOTAL RESIDENTIAL RETAIL AREA (GSF) 5,190 1,500 6,690 1 BED 1 BED+2 BED 3 BED TOTAL 29,740 29,740 26,930 91,600 1,500 29,740 29,740 26,930 93,100 - - - - 22 22 22 66 - 4 4 2 10 - 6 6 5 17 - 1 1 0 2 0 33 33 29 95 A.F.F. ABOVE FINISHED FLOOR ACT ACOUSTIC CEILING TILE ADA AMERICANS WITH DISABILITIES ACT APPROX APPROXIMATE ARCH ARCHITECTURAL AV AUDIO VISUAL BLDG BUILDING BLKG BLOCKING B.O. BOTTOM OF B.O.H. BACK OF HOUSE CAB CABINET C.H. CEILING HEIGHT CLR. CLEAR CL CENTERLINE COL. COLUMN CONT. CONTINUOUS CMU CONCRETE MASONRY UNIT C.J. CONTROL JOINT DTL. DETAIL DIA. DIAMETER DIM. DIMENSION DN DOWN DWG. DRAWING (E) EXISTING EL. ELEVATION ELEC. ELECTRICAL EQ EQUAL FD. FLOOR DRAIN F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUD GFIC GROUND FAULT INTERCEPTOR CIRCUIT GSM. GALVANIZED SHEET METAL GWB GYPSUM WALL BOARD H OR HVAC HEATING, VENTILATING, AND AIR CONDITIONING H.B. HOSE BIB HM HOLLOW METAL MAX MAXIMUM M.O. MASONRY OPENING MECH. MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MIN MINIMUM MISC MISCELLANEOUS MTL. METAL N.I.C. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE O. OVER O.C. ON CENTER O.D. OUTSIDE DIAMETER OPNG. OPENING OPP. OPPOSITE P.G. PAINT GRADE PLYWD. PLYWOOD PTD. PAINTED R.D. ROOF DRAIN REQ'D. REQUIRED R.O. ROUGH OPENING SCHED. SCHEDULE S.G. STAIN GRADE SIM SIMILAR S.L.D. SEE LANDSCAPE DRAWINGS SQ. SQUARE SPEC. SPECIFICATION S.S.D. SEE STRUCTURAL DRAWINGS SSTL. STAINLESS STEEL STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SYM. SYMMETRICAL T. TEMPERED T&G TONGUE AND GROOVE THK. THICKNESS T.O. TOP OF T.O.S. TOP OF SLAB T.O.SH. TOP OF SHEATHING T.P.H. TOILET PAPER HOLDER T.S. TUBULAR STEEL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED V.I.F. VERIFY IN FIELD W/ WITH W/O WITHOUT WD WOOD WPM. WATERPROOFING MEMBRANE REFERENCE NUMBER BUILDING SECTION DRAWING SHEET REFERENCE NUMBER DRAWING SHEET REFERENCE NUMBER DRAWING DRAWING SHEET DETAIL N REFERENCE NUMBER INTERIOR ELEVATION DRAWING SHEET REFERENCE NUMBER EXTERIOR ELEVATION DRAWING SHEET NORTH ARROW WINDOW TAG DOOR TAG INTERIOR WALL TYPE TAG MATERIAL TAG REVISION TAG CENTER LINE 1 A401 1 A401 1 A201 1 A201 1 A201 1 REFERENCE NUMBER WALL SECTION DRAWING SHEETA201 1 Room name 101 RT ROOM NAME ROOM TAG FINISH ROOM TAG 1t S101A X000 1 BVS-1 EXTERIOR WALL TYPE TAG TYPE X BATH AND KITCHEN TYPE TAG ARCHITECT 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.766.8330 www.embarcdesign.com OWNER CONSULTANTS ABBREVIATIONS SYMBOLS VICINITY MAP PROJECT DATA SHEET LIST ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER copyright: EMBARC DESIGN, LLC REVISIONS DATE:C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:42:40 PMAs indicated201 MAIN STREETHYANNIS, MALAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 201 MAIN STREET HYANNIS, MA 23002 SCHEMATIC DESIGN COVER SHEET A000 AUGUST 18, 2023 VIEW AT MAIN STREET LOOKING SOUTHEAST ARCHITECTURAL A000 COVER SHEET EX01 EXISTING CONDITIONS PHOTOS A100 ARCHITECTURAL SITE PLAN A101 FLOOR PLANS - SHEET 1 OF 2 A102 FLOOR PLANS - SHEET 2 OF 2 A200 PRECEDENT PHOTOS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A210 PERSPECTIVE VIEW 1 A211 PERSPECTIVE VIEW 2 A212 PERSPECTIVE VIEW 3 A301 BUILDING SECTIONS A501 ENLARGED UNIT PLANS CIVIL G002 LEGEND, ABBREVIATIONS, AND GENERAL NOTES C1.2.1 EXISTING CONDITIONS PLAN C101 EROSION AND SEDIMENTATION CONTROL PLAN C102 LAYOUT AND MATERIALS PLAN C103 GRADING AND DRAINAGE PLAN C105 UTILITIES PLAN C501 SITE DETAILS SHEET 1 C502 SITE DETAILS SHEET 2 LANDSCAPE L100 PLANTING PLAN L101 SITE PLAN RENDERING L200 SITE LIGHTING & PHOTOMETRICS PLAN L300 LANDSCAPE DETAILS L301 LANDSCAPE DETAILS L302 LIGHTING CUTSHEETS • LOCATED AT 201 MAIN STREET, THIS PROJECT CONSISTS OF (2) PARCELS. PARCEL 1 IS OCCUPIED BY THE CASCADE MOTOR LODGE WHICH WILL BE DEMOLISHED AND REPLACED BY A NEW 4-STORY, MULTI-FAMILY BUILDING WITH (95) DWELLING UNITS. THE GROUND FLOOR WILL COMPRISE OF RESIDENTIAL LOBBY AND AMENITY, AND APPROXIMATELY 1,500 SF OF RETAIL. • PARCEL 2 IS THE EXISTING “SCAN & PAY”PARKING LOT AT THE CORNER OF MAIN STREET AND SCHOOL STREET. THIS LOT WILL BE REFURBISHED TO ACCOMMODATE VEHICLE ACCESS TO THE RESIDENTIAL BUILDING. • TOTAL OF 98 PARKING IN THE RESIDENTIAL PARCEL AND 34 IN THE CORNER PARKING LOT. • TOTAL OF 20 BICYCLE PARKING • ZONING DISTRICT: DOWNTOWN MAIN STREET (DMS). SEE CIVIL DRAWINGS FOR ZONING TABLE. MARK ISSUE DATE AUGUST 18, 2023 SUBMISSION TO HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION F NMAIN STREETSCHOOL STREET YARMOUTH ST PLEASANT STREET 2 3 1 5 4 ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:42:42 PM1" = 80'-0" 23002 SCHEMATIC DESIGN EXISTING CONDITIONS PHOTOS EX01201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1 | VIEW OF SITE LOOKING WEST DOWN MAIN STREET 2 | VIEW OF SITE LOOKING EAST DOWN MAIN STREET 4 | VIEW OF SITE LOOKING SOUTH DOWN YARMOUTH ROAD3 | VIEW OF SITE LOOKING NORTH DOWN SCHOOL STREET 5 | VIEW OF SITE LOOKING SOUTH ON 200 MAIN STREET PARKING LOT 97 MAIN STREET 209 MAIN STREET 251 MAIN STREET 298 MAIN STREET 525 SOUTH STREET 68 CENTER STREET MARK ISSUE DATE ONE WAYONE WAYDO NOT ENTERVAN VANVANONE WAYONE WAYDO NOT ENTERVAN VANVANONE WAYONE WAYDO NOT ENTERVAN VANVAN4 A202 34 PARKING SPACES 98 PARKING SPACES FOR RESIDENTS SCHOOL STREET MAIN STREETBIKE PARKING (10) T TRASH ENCLOSURE 109' - 8"5' - 0"BIKE PARKING (10) EVEVEV EVEVEV 209 MAIN ST YARMOUTH ROAD 37 SCHOOL ST31 SCHOOL ST23 SCHOOL ST17 SCHOOL ST 206 MAIN ST RESIDENTIAL RETAIL 201 MAIN ST STAIR 134' - 10" 182 MAIN ST 5' - 0" 30' - 1"360' - 2" SITE ENTRANCE PROPERTY LINE OUTDOOR AMENITY FOR RESIDENTS SEE LANDSCAPE PLANS+/- 7' - 1"2 A202 1 A201 2 A201 3 A202 1 A202 60' - 0"2' - 0" 60' - 0" LINE OF BUILDING ABOVE PARCEL 1: +/1 121' - 10"PARCEL 2: +/- 145' - 7"47' - 1"66' - 10"6' - 2"SIDEWALK WITH NEW CURBING SEE LANDSCAPE PLAN, TYP SEE LANDSCAPE PLAN, TYP SCALE: 0'10'20'40' 1" = 20'-0" ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:42:43 PM1" = 20'-0" 23002 SCHEMATIC DESIGN ARCHITECTURAL SITE PLAN A100201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 NMARK ISSUE DATE STAIR CORE STORAGE 360' - 2"60' - 0"109' - 8"RESIDENTIAL LOBBY & AMENITY RETAIL 66' - 10"LINE OF BUILDING ABOVE 711 1 BED 695 1 BED 686 1 BED 677 1 BED 688 1 BED 710 1 BED 698 1 BED 688 1 BED 675 1 BED 278CORE706 1 BED 932 1 BED+ 677 1 BED 695 1 BED 711 1 BED 690 1 BED 688 1 BED 675 1 BED 692 1 BED 711 1 BED 683 1 BED 699 1 BED 699 1 BED 830 1 BED+ 1,117 2 BED 1,088 2 BED 1,117 2 BED 1,068 2 BED 1,052 2 BED 1,318 3 BED 788 1 BED+ 639 CORE 1,097 2 BED 834 1 BED+ 710 1 BED 360' - 2"60' - 0" 60' - 0"109' - 8"66' - 10"PROGRAM Common Amenity Utility 1Bed 1 Bed+ 2 Bed 3 Bed Retail Roofdeck GROSS FLOOR AREA UNIT COUNT FLOOR 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TOTAL RESIDENTIAL RETAIL AREA (GSF) 5,190 1,500 6,690 1 BED 1 BED+2 BED 3 BED TOTAL 29,740 29,740 26,930 91,600 1,500 29,740 29,740 26,930 93,100 - - - - 22 22 22 66 - 4 4 2 10 - 6 6 5 17 - 1 1 0 2 0 33 33 29 95 ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:42:48 PMAs indicated 23002 SCHEMATIC DESIGN FLOOR PLANS - SHEET 1 OF 2 A101201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1/16" = 1'-0"1 FIRST FLOOR PLAN 1/16" = 1'-0"2 SECOND FLOOR PLAN (THIRD FLOOR SIM.)NSCALE: 0'8'16'32' 1/16" = 1'-0" MARK ISSUE DATE 712 1 BED 1,174 2 BED 853 1 BED+758 CORE 1,174 2 BED ROOF ROOF ROOF 1,290 2 BED 754 CLUBHOUSE 299 STG. 713 1 BED 697 1 BED 688 1 BED 679 1 BED 690 1 BED 712 1 BED 700 1 BED 690 1 BED 677 1 BED 279CORE685 1 BED 675 1 BED 693 1 BED 709 1 BED 688 1 BED 686 1 BED 673 1 BED 690 1 BED 709 1 BED 1,055 2 BED 686 1 BED 708 1 BED 837 1 BED+ 1,039 2 BED 912 1 BED+ BALCONY BALCONY 66' - 10"109' - 8"60' - 0" ROOF 20' - 8"328' - 11"60' - 0" ROOF TERRACE ROOF TERRACE LINE OF BUILDING BELOW PROGRAM Common Amenity Utility 1Bed 1 Bed+ 2 Bed 3 Bed Retail Roofdeck GROSS FLOOR AREA UNIT COUNT FLOOR 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TOTAL RESIDENTIAL RETAIL AREA (GSF) 5,190 1,500 6,690 1 BED 1 BED+2 BED 3 BED TOTAL 29,740 29,740 26,930 91,600 1,500 29,740 29,740 26,930 93,100 - - - - 22 22 22 66 - 4 4 2 10 - 6 6 5 17 - 1 1 0 2 0 33 33 29 95 ROOFTOP MECH EQUIPMENT BALCONY BELOW BALCONY BELOW ELEVATOR OVER-RUN BALCONY BELOWBALCONY BELOW ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:42:53 PMAs indicated 23002 SCHEMATIC DESIGN FLOOR PLANS - SHEET 2 OF 2 A102201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1/16" = 1'-0"1 FOURTH FLOOR PLAN 1/16" = 1'-0"2 ROOF PLAN NSCALE: 0'8'16'32' 1/16" = 1'-0" MARK ISSUE DATE ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:42:54 PM23002 SCHEMATIC DESIGN PRECEDENT PHOTOS A200201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 PRECEDENTS FOR MAIN STREET ELEVATION PRECEDENTS FOR SOUTH WING MARK ISSUE DATE FIRST FLOOR 0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" ROOF - NORTH WING 44'-0"11' - 6"8' - 8"10' - 8"10' - 8"209 MAIN STREET45' - 0" +/-PROPERTY LINERESIDENTIAL ENTRYRETAIL ENTRY PARCEL 2 +/- 7' - 1"109' - 8"5' - 0" PARCEL 114' - 0"55' - 6"3' - 0" 16' - 0" 27' - 4" 20' - 0" 27' - 4" 16' - 0" FACE BRICK PALMETTO BRICK OR SIMILAR COLOR: WHITESTONE POLY-ASH COMPOSITE TRIM BOARD TRU EXTERIOR COLOR: WHITE FIBER CEMENT SHINGLES JAMES HARDIE STRAIGHT EDGE PANELS COLOR: COBBLESTONE FIBER CEMENT CLAPBOARD SIDING JAMES HARDIE SELECT CEDARMILL 5" EXPOSURE COLOR: AGED PEWTER ARCHITECTURAL ASPHALT SHINGLES CERTAINTEED LANDMARK SOLARIS COLOR: GRAPHITE METAL STANDING SEAM ROOF ATAS COLOR: MEDIUM BRONZE 12 7 FIRST FLOOR 0" SOUTH WING 0" SECOND FLOOR 0" THIRD FLOOR 8" FOURTH FLOOR 4" NORTH WING 0" MAIN STREET RETAILRESIDENT AMENITY PARKING UNDER BUILDING PROPERTY LINE60' - 0" 12 6 12 7 ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:04 PM1/16" = 1'-0" 23002 SCHEMATIC DESIGN EXTERIOR ELEVATIONS A201201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1/16" = 1'-0"1 NORTH (MAIN STREET) ELEVATION 1/16" = 1'-0"2 EAST ELEVATION SCALE: 0'8'16'32' 1/16" = 1'-0" MARK ISSUE DATE 12 4 FIRST FLOOR 0" ROOF - SOUTH WING 46'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" ROOF - NORTH WING 44'-0"14' - 0" 10' - 8" 10' - 8"10' - 8"9' - 6"55' - 6"MAIN ST. LOBBY & AMENITY PARKING BACK OF HOUSEPROPERTY LINEDRIVE AISLE 12 6 2' - 0"60' - 0"360' - 2" 12 7 DRIVE AISLE BIKE PARKING FIRST FLOOR 0" ROOF - SOUTH WING 46'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" ROOF - NORTH WING 44'-0"9' - 6"10' - 8"10' - 8"10' - 8"14' - 0"55' - 6"WOOD ALTERNATIVE SHIPLAP SIDING ACRE BY MODERN MILL COLOR: STAINED NATURE FINISH VERTICAL BOARD & BATTEN JAMES HARDIE, SMOOTH COLOR: DEEP OCEAN FIBER CEMENT CALPBOARD SIDING JAMES HARDIE, SMOOTH COLOR: AGED PEWTER POLY-ASH COMPOSITE TRIM BOARD TRU EXTMERIOR COLOR: WHITE ARCHITECTURAL ASPHALT SHINGLES CERTAINTEED LANDMARK SOLARIS COLOR: GRAOHITE ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:15 PM1/16" = 1'-0" 23002 SCHEMATIC DESIGN EXTERIOR ELEVATIONS A202201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1/16" = 1'-0"2 SOUTH ELEVATION 1/16" = 1'-0"4 WEST ELEVATION 1/16" = 1'-0"3 SOUTH WING PARTIAL WEST ELEVATION 1/16" = 1'-0"1 SOUTH WING PARTIAL EAST ELEVATION SCALE: 0'8'16'32' 1/16" = 1'-0" MARK ISSUE DATE ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:16 PM23002 SCHEMATIC DESIGN PERSPECTIVE VIEW 1 A210201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 VIEW ON MAIN STREET LOOKING SOUTHWEST MARK ISSUE DATE ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:17 PM23002 SCHEMATIC DESIGN PERSPECTIVE VIEW 2 A211201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 VIEW ON MAIN STREET LOOKING SOUTHEAST MARK ISSUE DATE ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:18 PM23002 SCHEMATIC DESIGN PERSPECTIVE VIEW 3 A212201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 VIEW ON MAIN STREET LOOKING SOUTH MARK ISSUE DATE FIRST FLOOR 0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" ROOF - NORTH WING 44'-0" UNIT UNIT UNIT UNIT UNIT UNIT RETAILAMENITY MAIN ST 12 7 8' - 0" FIRST FLOOR 0" ROOF - SOUTH WING 46'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" UNIT UNIT UNIT UNIT UNIT UNIT CORR CORR CORR PARKING PARKINGDRIVE AISLE DRIVE AISLE 14' - 0" 10' - 8" 10' - 8" 10' - 8" 9' - 6"55' - 6"MECHANICAL EQUIPMENT 12 6 ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:20 PM1/8" = 1'-0" 23002 SCHEMATIC DESIGN BUILDING SECTIONS A301201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1/8" = 1'-0"1 BUILDING SECTION THRU NORTH WING LOOKING WEST 1/8" = 1'-0"2 BUILDING SECTION THRU SOUTH WING LOOKING NORTH SCALE: 0'4'8'16' 1/8" = 1'-0" MARK ISSUE DATE W/DW/D W/DW/DQ BEDROOM LIVING DINING KITCHEN BATH W.I.C.30' - 0"23' - 0" MECHHWH BATH DINING KITCHEN LIVING Q BEDROOM W.I.C.30' - 0"MECH HWH 23' - 0" WD KITCHEN LIVING PRIMARY BEDROOM Q Q PRIMARY BATH DINING W.I.C. W.I.C. BATH BEDROOM 34' - 0"30' - 0"HWH MECH DINING LIVING BEDROOM PRIMARY BEDROOM PRIMARY BATH W.I.C. BATH Q Q 36' - 0"32' - 6"HWHMECH KITCHEN ARCHITECT ISSUE: PROJECT #: SCALE: DRAWING INFORMATION DRAWING TITLE DRAWING NUMBER DATE: OWNER CONSULTANTS REVISIONS 580 HARRISON AVE, SUITE 2W BOSTON, MA 02118 O: 617.765.8000 www.embarcdesign.com copyright: EMBARC INC.C:\Local Revit\23002_201 Main_AR_EXT_clee@embarcstudio.com.rvt8/10/2023 3:43:22 PM1/4" = 1'-0" 23002 SCHEMATIC DESIGN ENLARGED UNIT PLANS A501201 MAIN STREETHYANNIS, MAAUGUST 18, 2023 LAND SURVEYORS / CIVIL ENGINEER COASTAL ENGINEERING CO. 260 CRANBERRY HIGHWAY ORLEANS, MA 02653 508.255.6511 GCP MAIN LLC 70 HASTINGS STREET, LL1 WELLESLEY, MA 02481 LANDSCAPE ARCHITECT MDLA LLC 840 SUMMER STREET BOSTON, MA 02127 203.592.4788 1/4" = 1'-0"1 TYPICAL UNIT PLAN - 1 BEDROOM 1/4" = 1'-0"2 TYPICAL UNIT PLAN - 1 BEDROOM ALT 1/4" = 1'-0"3 TYPICAL UNIT PLAN - 2 BEDROOM 1/4" = 1'-0"4 TYPICAL UNIT PLAN - 2 BEDROOM CORNER UNIT AREA = 690 SF UNIT AREA = 690 SF UNIT AREA = 1020 SF UNIT AREA = 1140 SF SCALE: 0'2'4'8' 1/4" = 1'-0" MARK ISSUE DATE G:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV.dwg 8/17/2023 4:32 PMCoastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLEDATENO.REVISIONBY4 5 W T/C E LEGEND EXISTING PROPOSED +5.94 71 70 W T/C E X ABBREVIATIONS ABDN('D)ABANDON(ED)LT LEFT ABUT.ABUTMENT MAX MAXIMUM ADD'L ADDITIONAL MH MANHOLE APPROX.APPROXIMATE MIN MINIMUM BC BITUMINOUS CURB MISC MISCELLANEOUS BFP BACK FLOW PREVENTER MON MONUMENT BIT BITUMINOUS MJ MECHANICAL JOINT BASELINE N NORTH BLDG BUILDING NITC NOT IN THIS CONTRACT BND BOUND NTS NOT TO SCALE BOC BOTTOM OF CURB N/A NOT APPLICABLE BOT BOTTOM N/F NOW OR FORMERLY BS BOTTOM OF STEP OC ON CENTER BW BOTTOM OF WALL OCS OUTLET CONTROL STRUCTURE CATV CABLE TELEVISION OH OVERHEAD CB CATCH BASIN PB PLANT BED CEM CEMENT PC POINT OF CURVATURE CI CAST IRON PIPE PCC POINT OF COMPOUND CURVATURE ℄CENTERLINE PCF POUNDS PER CUBIC FOOT CLF CHAIN LINK FENCE PCPP PERFORATED CORRUGATED POLYETHYLENE PIPE CO CLEAN OUT PERF PERFORATED CONST. JT.CONSTRUCTION JOINT PI POINT OF INTERSECTION CONC CONCRETE ⅊PROPERTY LINE CPP CORRUGATED POLYETHYLENE PIPE PRC POINT OF REVERSE CURVATURE CY CUBIC YARD PROP PROPOSED C-C CENTER TO CENTER PSF POUNDS PER SQUARE FOOT D DEPTH PSI POUNDS PER SQUARE INCH DH DRILL HOLE PT POINT OF TANGENCY DI DUCTILE IRON PIPE PVC POLYVINYLCHLORIDE DIA DIAMETER PVMT PAVEMENT DMH DRAIN MANHOLE R RADIUS E EAST RCP REINFORCED CONCRETE PIPE EF EACH FACE RD ROOF DRAIN EG EXISTING GRADE REV REVISION EL/ELEV ELEVATION ROW RIGHT OF WAY ELEC ELECTRIC RT RIGHT EMH ELECTRIC MANHOLE R&D REMOVE AND DISPOSE EOP EDGE OF PAVEMENT R&R REMOVE AND RESET EW EACH WAY R&S REMOVE AND STACK EXIST EXISTING S SOUTH EXP. JT EXPANSION JOINT SAN SANITARY FES FLARED END SECTION SCH SCHEDULE EXIST EXISTING SF SQUARE FOOT EXP. JT EXPANSION JOINT SMH SEWER MANHOLE FES FLARED END SECTION SS STAINLESS STEEL FF FINISH FLOOR STA STATION FM FORCE MAIN STL STEEL GALV GALVANIZED STRM STORM G GAS SY SQUARE YARDS GG GAS GATE SYP SOUTHERN YELLOW PINE GRAN GRANITE T TANGENT LENGTH GC GRANITE CURB TC TOP OF CURB HC HANDICAP TEL TEL-DATA HDPE HIGH DENSITY POLYETHYLENE TP TEST PIT HMA HOT MIX ASPHALT TS TOP OF STEP HYD HYDRANT TOW TOP OF WALL IN INCHES TYP.TYPICAL INV INVERT UP UTILITY POLE IP IRON PIPE UNO UNLESS NOTED OTHERWISE L LENGTH W WEST LF LINEAR FEET WG WATER GATE LP LIGHT POLE WV WATER VALVE LS LUMP SUM XFMR TRANSFORMER UNDERGROUND ELECTRIC SERVICE UNDERGROUND TELECOMMUNICATION SERVICES WATER SERVICE MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION SIGN CHAIN LINK FENCE TEST PIT 4.38 TP SURVEY CONTROL POINT CP1 X UNDERGROUND GAS SERVICE G CATCH BASIN SILT BARRIER LIMIT OF WORK CONCRETE STONE EARTH 13+00BASELINE STATION L0+20BASELINE OFFSET GENERAL NOTES 1.THE SITE IS LOCATED IN HYANNIS, MASSACHUSETTS. 2.THIS PROJECT INCLUDES THE DEMOLITION OF THE FORMER CASCADE INN. CONSTRUCTION OF NEW MULTI-FAMILY RESIDENTIAL BUILDING, NEW PARKING, SITE AMENITIES, NEW LANDSCAPING, LIGHTING AND A SEPARATE 34 SPACE PARKING LOT. 3.STANDARD SPECIFICATIONS, WHEN REFERENCED IN THESE DRAWINGS, SHALL MEAN THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT ED). PARTS OF THE STANDARD SPECIFICATIONS THAT ARE SPECIFICALLY REFERENCED SHALL BECOME PART OF THESE DRAWINGS AS THOUGH STATED HEREIN IN FULL. IN CASE OF A DISCREPANCY BETWEEN THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS STATED WITHIN THE DRAWINGS, THE REQUIREMENTS STATED WITHIN THE DRAWINGS SHALL PREVAIL. 4.ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE DESIGN PLANS, SPECIFICATIONS, AND THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT. 5.ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE MAINTAINED WITHIN THE LIMITS OF THE PROJECT AS SHOWN ON SHEET C101. 6.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. SAFETY PROVISIONS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. 7.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE ORDERING ANY MATERIALS, COMMENCING ANY FABRICATION, OR PERFORMING ANY WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, OF ANY CONDITIONS OR DIMENSIONS WHICH VARY FROM THOSE SHOWN IN THE DRAWINGS AND INCORPORATE SUCH VARIATIONS IN THE CONSTRUCTION AS APPROVED BY THE ENGINEER. 8.THE CONTRACTOR SHALL NOTIFY DIGSAFE AT 1-888-344-7233 AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE DIGSAFE LIST AT LEAST 3 BUSINESS DAYS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING, PILE DRIVING, DRILLING, OR ANY OTHER BELOW GRADE OPERATIONS. 9.LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IN ADDITION, SOME UTILITIES MAY NOT BE SHOWN. DETERMINE THE EXACT LOCATION OF UTILITIES BY TEST PIT OR OTHER METHODS, AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND/OR INTERRUPTIONS IN UTILITY SERVICE. PERFORM TEST PIT EXCAVATIONS AND OTHER INVESTIGATIONS TO LOCATE UTILITIES, AND PROVIDE THIS INFORMATION TO THE ENGINEER, PRIOR TO CONSTRUCTING THE PROPOSED IMPROVEMENTS. LOCATE ALL EXISTING UTILITIES TO BE CROSSED BY HAND EXCAVATION. 10.NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON REQUEST, BUT BACKFILLING IS PREFERRED. 11.MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION. 12.ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS. 13.CONTRACTOR TO OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY INSPECTIONS AND APPROVALS FROM THE JURISDICTIONAL AUTHORITIES. 14.BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS. SUBMITTALS 1.THE CONTRACTOR SHALL SUBMIT ALL REQUIRED SUBMITTALS PER THE STANDARD SPECIFICATIONS FOR MATERIALS, TRAFFIC CONTROL PLAN, AND SUPPORT OF EXCAVATIONS, TEST REPORTS AS REQUIRED AND SHALL BE REVIEWED AND APPROVED BY THE TOWN , ARCHITECT AND/OR ENGINEER PRIOR TO CONSTRUCTION 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITIES, ANY DISCREPANCIES WITH THE DESIGN PLAN TO BE REPORTED TO THE DESIGN ENGINEER PRIOR TO START OF WORK. 2.SILT BARRIER TO BE INSTALLED ON THE LIMIT OF WORK , NO WORK IS TO BE DONE OUTSIDE OF THE SPECIFIED AREA. LAYOUT 1.THIS PROJECT IS REFERENCED HORIZONTALLY TO THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, MAINLAND ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83 (2011) (MYCS2) Epoch 2010.00) AND VERTICALLY TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) by RTK GPS OBSERVATIONS ON OCTOBER 26, 2020. 2.THE SURVEY CONTROL SHOWN HEREON WAS ESTABLISHED ON MARCH 31, 2023 BY COASTAL ENGINEERING COMPANY, INC. 3.THE CONTRACTOR SHALL VERIFY THE SURVEY CONTROL SHOWN HEREON BY APPROPRIATE LAND SURVEYING METHODS. ANY DISCREPANCIES AND THE METHOD OF VERIFICATION USED MUST BE REPORTED TO COASTAL ENGINEERING COMPANY, INC. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL LAYOUT WORK FROM THE SURVEY CONTROL SHOWN. EROSION & SEDIMENT CONTROL NOTES 1.DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. 2.THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER OR DEBRIS. 3.TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. 4.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 5.LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 6.PROVIDE ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN, SPECIFIED, REQUIRED BY PERMIT, AND/OR REQUIRED BY THE ENGINEER PRIOR TO ANY CONSTRUCTION OR IMMEDIATELY UPON REQUEST. MAINTAIN SUCH CONTROL MEASURES UNTIL FINAL SURFACE TREATMENTS ARE IN PLACE AND/OR UNTIL PERMANENT VEGETATION IS ESTABLISHED. INSPECT AFTER EACH RAINSTORM AND DURING MAJOR STORM EVENTS TO CONFIRM THAT ALL SEDIMENTATION AND EROSION CONTROL MEASURES REQUIRED ARE IN PLACE AND EFFECTIVE. 7.PRIOR TO STARTING WORK, CLEARLY MARK WORK LIMITS. DO NOT DISTURB THE AREA BEYOND THE PROPOSED LIMITS. COORDINATE WITH THE ENGINEER FOR LOCATIONS OF TEMPORARY STOCKPILING OF TOPSOIL DURING CONSTRUCTION. 8.INSTALL SILT SACKS OR OTHER APPROVED SEDIMENTATION BARRIERS IN/AT ALL CATCH BASINS IN THE PROJECT AREA. 9.COMPACT, STABILIZE, AND LOAM AND SEED SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND AS REQUIRED BY PERMITS. GRADE SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS TO A MAXIMUM SLOPE OF 3 HORIZONTAL TO 1 VERTICAL (3H:1V), WHERE POSSIBLE. PROVIDE BIODEGRADABLE EROSION CONTROL BLANKETS TO PREVENT EROSION WHERE SLOPES ARE STEEPER THAN 3H:1V. 10.REMOVE AND PROPERLY DISPOSE OF SILT TRAPPED AT BARRIERS IN UPLAND AREAS OUTSIDE BUFFER ZONES. REMOVE MATERIALS DEPOSITED IN ANY TEMPORARY SETTLING BASINS AT THE COMPLETION OF THE PROJECT. RESTORE ALL DISTURBED AREAS TO THEIR PRECONSTRUCTION CONDITION. 11.SWEEP, COLLECT, REMOVE AND DISPOSE OF ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS AT THE END OF EACH DAY. 12.ALL HYDRAULIC EQUIPMENT SHALL UTILIZE BIODEGRADABLE, VEGETABLE BASED, NON-TOXIC AND NON-POLLUTING HYDRAULIC FLUID. 13.STORE FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS IN A SECONDARY CONTAINER AND REMOVE TO A SECURE LOCKED AND COVERED AREA DURING NON-WORK HOURS. 14.PROVIDE A SUPPLY OF ABSORBENT SPILL RESPONSE MATERIALS SUCH AS BOOMS, BLANKETS, AND OIL ABSORBENT MATERIALS AT THE CONSTRICTION SITE AT ALL TIMES TO CLEAN UP POTENTIAL SPILLS OF HAZARDOUS MATERIALS. IMMEDIATELY REPORT SPILLS OF HAZARDOUS MATERIALS TO THE STATE ENVIRONMENTAL AGENCY AND THE MUNICIPALITY WHERE THE WORK IS OCCURRING. GENERAL EARTHWORK 1.EXCAVATION SLOPE GEOMETRY AND THE PROTECTION OF THE EXISTING UTILITIES AND STRUCTURES ADJACENT TO THE WORK AREA IS THE CONTRACTOR'S RESPONSIBILITY. PRIOR TO EXCAVATION, SAWCUT THE EXISTING ASPHALT PAVEMENT WITHIN THE APPROXIMATE LIMITS OF THE EXCAVATION TO PROVIDE A CLEAN AND STRAIGHT LINE FOR SURFACE RESTORATION. 2.THE EXCAVATION BOTTOM SHALL BE CAREFULLY SHAPED TO CONFORM TO THE SHAPE OF THE FOUNDATION. THE PREPARED EXCAVATION BOTTOM SHALL BE FREE OF ORGANIC MATERIAL, LARGE STONES OR BOULDERS, AND SIMILAR OBJECTS/MATERIALS. 3.THE BOTTOM OF EXCAVATION AND/OR REMOVAL OF WATERTABLE MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO PLACEMENT OF STRUCTURAL FILL AND/OR CONCRETE WORK. 4.PLACE AND COMPACT BACKFILL TO A DENSITY EQUAL TO THE UNDISTURBED EXCAVATION BOTTOM FROM THE BOTTOM OF THE EXCAVATION TO FOUNDATION BOTTOM ELEVATION, AND AS INDICATED IN THE SPECIFICATIONS AND DETAILS 5.EXCAVATION SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED. SUBMITTALS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 6.FOUNDATION MATERIAL SHALL BE EXCAVATED ONSITE GRANULAR MATERIAL, FREE FROM STONES, ROOTS, AND ORGANIC MATERIAL, AND OF SUITABLE GRADATION FOR SATISFACTORY COMPACTION. IF EXCAVATED MATERIAL AT A PARTICULAR LOCATION IS NOT AVAILABLE (SEE SECTION, MATERIAL HANDLING) OR IS NOT SATISFACTORY, USE IMPORTED GRANULAR MATERIAL CONFORMING TO CONTRACT SPECIFICATIONS. 7.ALL FOUNDATIONS AND SLABS ARE TO BEAR ON UNFROZEN, UNDISTURBED MATERIAL OR UNFROZEN ENGINEERED COMPACTED FILL. IT IS THE CONTRACTORS RESPONSIBILITY TO ASSURE THAT THE SOILS BELOW THE FOOTINGS REMAIN UNFROZEN. 8.ALL COMPACTED FOUNDATION SUBGRADE FILL MATERIALS SHALL BE FREE OF ORGANIC MATERIAL AND BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698, AND OBTAIN A MINIMUM ALLOWABLE BEARING PRESSURE AS SET FORTH ABOVE. 9.SITE TO BE GRADED SMOOTHLY AND EVENLY IN ACCORDANCE WITH THE DESIGN PLANS. CONTRACTOR IS RESPONSIBLE FOR ENSURING A POSITIVE DRAINAGE FLOW TO ALL DRAINAGE INLETS WITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN STANDING WATER. EARTHWORK MATERIALS 1.GRAVEL BORROW, SHALL BE M1.03.0 TYPE B AS SPECIFIED IN THE STANDARD SPECIFICATIONS SECTION M1/03/0: GRAVEL BORROW 2.CRUSHED STONE, SHALL BE M2.01.4 PER TABLE M2.01.0-1 AS SPECIFIED IN THE STANDARD SPECIFICATIONS SECTION M2.01.0: CRUSHED STONE 3.PROCESSED GRAVEL BASE, SHALL BE M1.03.1: PROCESSED GRAVEL FOR SUBBASE AS SPECIFIED IN THE STANDARD SPECIFICATIONS 4.DENSE SUBBASE SHALL BE M.2.01.7: DENSE GRADED CRUSHED STONE FOR SUBBASE AS SPECIFIED IN THE STANDARD SPECIFICATIONS 5.BITUMINOUS PAVEMENT MATERIALS REFERENCED IN TYPICAL DETAILS SHALL BE IN COMPLIANCE WITH THE MATERIALS SPECIFIED IN SECTION M3: ASPHALTIC MATERIALS IN THE STANDARD SPECIFICATIONS. CONCRETE NOTES 1.ALL CONCRETE WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A.THE STANDARD SPECIFICATIONS TO DATE. B.THE AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; ACI 318-08. 2.CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED UNDER THE SUPERVISION OF THE APPROVED TESTING AGENCY. 3.ALL CONCRETE MIX DESIGNS SHALL BE SIMILAR TO THAT PROVIDED AND APPROVED BY MASSDOT. VARIATIONS IN THE MIX DESIGN SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. CONCRETE USED IN PRECAST MEMBERS SHALL CONFORM WITH M4.06.1 (HIGH PERFORMANCE CEMENT CONCRETE): A.28-DAY STRENGTH = 5,000 PSI B.MINIMUM CEMENT PER CY OF CONCRETE = 685 LB C.AIR ENTRAINED 6.5±+ 1.5% D.SILICA FUME 6± 1% (DRY WEIGHT) E.MAXIMUM WATER/CEMENT RATIO = 0.40 F.SLUMP = 2 TO 6 IN (TARGET = 4 IN) G.MAXIMUM SIZE COARSE AGGREGATE = 3/4" 4.ALL CONCRETE SHALL BE AIR-ENTRAINED TO 6.5± 1.5%. 5.CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN DAYS BEFORE ANY LOADS ARE APPLIED THERETO. 6.PROVIDE A STEEL TROWELED FINISH FOR SLABS-ON-GRADE AND A BROOM FINISH FOR EXTERIOR SLABS. 7.ALL CONCRETE SHALL BE PLACED IN THE DRY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE TESTING REQUIREMENTS FOR ALL CONCRETE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 9.DURING COLD WEATHER CONDITIONS ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. 10.DURING HOT WEATHER CONDITIONS, ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT WOULD IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE STRUCTURE. 11.ALL EQUIPMENT ANCHOR BOLTS FURNISHED BY EQUIPMENT MANUFACTURER ARE TO BE INSTALLED BY THE CONTRACTOR, AND SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED AS REQUIRED. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CONCRETE MIX DESIGNS AND SPECIFICATION SHEETS FOR ALL ADMIXTURES FOR APPROVAL BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE. PLANTING NOTES 1.ALL EXISTING UNVEGETATED AREAS AND ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION WORK LOCATED WITHIN THE LIMITS OF WORK SHOWN ON THE PLANS SHALL BE REVEGETATED WITH INDIGENOUS, SALT TOLERANT PLANTINGS TO ENSURE THE ONGOING STABILITY OF THE ROADWAY EMBANKMENT IN THESE AREAS. DSDOMESTIC WATER SERVICE FSFIRE WATER SERVICE PERMITTING PLAN SET (NOT FOR CONSTRUCTION) SURVEY CONTROL POINTS CONTROL POINT #ELEVATION NORTHING EASTING 1 T.B.D.T.B.D.T.B.D. 2 T.B.D.T.B.D.T.B.D. 3 T.B.D.T.B.D.T.B.D. SEAL NEW MULTI-FAMILYRESIDENTIAL AND RETAIL PROJECT201 MAIN STHYANNIS, MAC18786.01LEGEND, ABBREVIATIONS,AND GENERAL NOTESG002 2 12 1" = 20' 07-17-2023 C1878601-CIV.dwg WGM DAV / DBR008-18-2023RESPONSE TO DPW / ENGINEERING COMMENTSWGM08/18/2023 PBTELMMDSSWVWVDYHGVWVWV EDGVWVWVGVWVGMGMF2 STORY MOTEL2 STORY MOTEL2 STORYDWELLING & OFFICE2 STORYMOTELxxxxxxxxTHRESHOLDEL.=36.4RIDGEEL.=54.2THRESHOLDEL.=36.8RIDGEEL.=69.2THRESHOLDEL.=36.8RIDGEEL.=54.6THRESHOLDEL.=35.9RIDGEEL.=59.7M A I N S T R E E T(VARIBALE WIDTH ~ PUBLIC PLAN BOOK, 588 PAGE 9)S C H O O L S T R E E T(33' WIDE ~ PUBLIC PLAN BOOK, 161 PAGE 135)Y A R M O U T HR O A DVGCVGCPCC - FLUSHPCC - FLUSHPCC - FLUSHPCC - FLUSHVGCVGCPCC - FLUSHPAVED PARKING AREAPAVED SIDEWALKPAVED SIDEWALKPOOL AREANO ACCESS3 1 3 2 3333 34 3433353535 35353535 3535 34ASSESSOR MAP 327PARCEL 149PAUL NEARY REVOCABLE TRUST17957 / 142ASSESSOR MAP 327PARCEL 148JAMES & LINDA REDANZ3081 / 154ASSESSOR MAP 327PARCEL 14731 SCHOOL STREET LLC28415 / 153PLAN BOOK 70, PAGE 55ASSESSOR MAP 327PARCEL 146ALAN GRANBY & JANICE HYLAND12674 / 23ASSESSOR MAP 327PARCEL 257ALAN GRANBY & JANICE HYLAND20289 / 170PLAN BOOK 73, PAGE 139ASSESSOR MAP 327PARCEL 243RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 297, PAGE 34ASSESSOR MAP 327PARCEL 151RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 218, PAGE 53EDGE OF PAVEMENTEDGE OF PAVEMENTCONC. WALK WITH COVERED DECK ABOVEGRAVEL PARKING AREAPAVED PARKING AREAEDGE OF GRAVELEDGE OF PAVEMENTLAWNEDGE OF PAVEMENTPAVED WALKCONC.WALKCONC. WALK WITH COVERED DECK ABOVEOHWOHWOHWOHWOHWOHWOHWCOTTAGExRIDGEEL.=49.3CONC.PADCONC.BLOCKFNDN.FSWFSWFSWCONC.STOOP CONC .BLOCK PAT IOCONC. PADSW/TRANSFORMERSOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGGG G G G G G G G G GGGGG G GGGGGGGGGGGG GGGGGGGGGGGGW W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W WCOVEREDENRTYBRICKSTOOPCONC.PADWOOD LANDING& STEPCONC.PADCONC.STOOPEDGE OF PAVEMENTCONC.PADFOUNTAINGMWOOD SIGN"CASCADE MOTOR LODGE"LAWNLAWNLAWNWOODSTEPSWOODSTEPSCHIMNEYWOODSTEPSCONC. PAD WITHDECK ABOVECONC. WALK G G G G GGGGGG GGGGGGGGGX X X X XXXXXXXXXXXCONC.APRONLAWNPAVED SIDEWALK#209WOOD FRAMEBUILDINGS79° 49' 44"W144.78'S10° 48' 27"E66.54'S75° 29' 22"W2.21'S10° 36' 58"E253.82'S79° 56' 37"W120.82'S80° 05' 13"W17.32'N11° 16' 15"W118.38'N78° 23' 45"E20.49'N10° 06' 15"W163.55'EDGE OF PAVEMENTN79° 11' 15"E247.78'S09° 37' 17"E114.96'L=31.18'R=19.59'BENCHMARK-BOLT BY "OPEN"EL.=37.92 (N.A.V.D. 1988)PARCEL 2PARCEL 1N11° 04' 47"W75.75'34.734.935.134.533.434.535.332.331.530.632.633.535.535.835.935.434.534.934.934.635.535.335.535.235.435.234.934.534.934.334.6AREA78,065± SF.(1.79± AC.)5.3'±1.5'±18.7'±5.8'±0.19'0.15'CONCRETE POOLDECK TO CHAINLINK FENCEWOOD SIGN"WELCOME TO HISTORICMAIN STREET HYANNIS"PCHGATEPATH WOOD, TIRES AND DEBRISWOOD, TIRES AND DEBRISLANDINGLANDING#33/14#33/13#33/12#33/11PCCPCCVGC VGC145.71' CB - CBROAD TAKINGEASEMENTD.B. 110 PG. 593OVERLAP PLANBOOK 297,PAGE 340.93'IP / CBFNDN.#313/2M S STELTVSSSSSSSSSSSSSSSSSSSSSSSSSSS S SSSSSSSSS SSSSSSSSSSSSSSWWCURB STOPS (TYP.)CURB STOPS (TYP.)2.0'±N10° 56' 08"W94.00'36.235.235.72.6'±88.81'CONC.STOOP73.01'ASSESSOR MAP 327PARCEL 145CAPEBUILT PLEASANT STREET LLC 30988 / 93REFERENCE:ASSESSORS MAP 327 PARCEL 150PLAN BOOK 146, PAGE 137 (PARCEL 1)PLAN BOOK 93, PAGE 149 (PARCEL 2)DEED BOOK 34930, PAGE 216OWNER:GCP MAIN LLCDEED BOOK 34930, PAGE 216Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYKEY MAPNO SCALEPLANG:\C18\C18786 - 201 Main Street, Hyannis, MA\Survey\WIP\C1878601-ECP.dwg 3/31/2023 2:31 PM 1 inch = 20 ft.201002060GRANDER CAPITAL PATRNERS, LLC 201 MAIN STREET BARNSTABLE (HYANNNIS), MA C18786.01EXISTING CONDITIONS PLAN C1.2.111AS NOTED03-31-2023C1878601-ECP.dwgMAPJDMGAS METERFLAGSTONE WALKFSWGMBOUNDDECIDUOUS TREECONTOUR20SPOT ELEV.x23.5LEGENDUTILITY POLEELECTRIC METERCONIFER TREEEMWATER GATEWVSTOCKADE FENCEIRON PIPEUNDERGROUND GAS SERVICEGOVERHEAD WIRESOHWXXCHAIN LINK FENCELIGHT POLECATCH BASINDDRAIN MANHOLEWWATER SERVICE FLAG POLEGUY WIREHYDRANTDYHFPULL BOXPBMMISC. MANHOLEELECTRIC MANHOLEETELMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD83 (2011) (MYCS2) EPOCH 2010.00)NOTES:1.THIS PLAN IS REFERENCED HORIZONTALLY TO THEMASSACHUSETTS STATE PLANE COORDINATESYSTEM NORTH AMERICAN DATUM OF 1983,MAINLAND ZONE (NAD83 (2011) (MYCS2) EPOCH2010.00) AND VERTICALLY TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88) BYRTK GPS OBSERVATIONS ON 03-03-2023 USING THEHXGN SMARTNET RTK NETWORK.2.THIS PLAN IS THE RESULT OF AN INSTRUMENTSURVEY PERFORMED ON 03-03-2023.3. EXISTING UTILITIES, UNDERGROUND ANDOVERHEAD, MAY EXIST IN ADDITION TO THEUTILITY INFORMATION SHOWN ON THESE PLANS.THIS PLAN MUST NOT BE USED TO LOCATEUNDERGROUND UTILITIES. CALL DIG SAFE AT 811PRIOR TO STARTING ANY EXCAVATION.4.THE SUBJECT PREMISES AS SHOWN LIES WITHINZONE X, AS INDICATED ON FLOOD INSURANCERATE MAP NUMBER 25001C0569J FOR BARNSTABLECOUNTY MASSACHUSETTS WITH AN EFFECTIVEDATE OF JULY 16, 2014.5. THIS SURVEY HAS BEEN PERFORMED WITHOUTTHE BENEFIT OF A TITLE SEARCH AND MAY NOTREVEAL ANY FACTS THAT WOULD BE DISCLOSEDBY ONE.6.201 MAIN STREET IS ON TOWN SEWAGE. (TIES NOTAVAILABLE)HYANNIS, MAYARMOUTH RD.MAIN ST.SCHOOL ST.CAMP ST.LEWIS BAY RD.PLEASANT ST .LOCUSDATE:I HEREBY CERTIFY THAT THE CONDITIONSSHOWN HEREON ARE ON THE GROUND ASOF FIELD SURVEY 03-03-2023.HVB HYANNIS VILLAGE BUSINESS DISTRICTMINIMUM REQUIREMENTS: AREA FRONTAGE SETBACKS: FRONT SIDE REARMAXIMUM BUILDING HEIGHTHYANNIS PARKING OVERLAY DISTRICT (PARCEL 2)ZONING CLASSIFICATION: 5,000 S.F. 10 FT.N/AN/A3 STORIESOR 42 FT.MISC. SIGNTELEPHONE BOXVERTICAL GRANITE CURBVGCPRECAST CONCRETE CURBPCCSTEEL GUARDRAILCABLE TV TVSSEWER LINEMARCH 31, 2023SOUTH ST.**SEE SECT. 240-24.1.3 (a) MAXIMUMBUILDING SETBACK, TOWN OFBARNSTABLE ZONING BYLAW. PBTEL M D S S WV WV DYH GV WV WV E D GV WV WV GV WV GM GM F 2 STORY MOTEL 2 STORY MOTEL 2 STORY DWELLING & OFFICE 2 STORY MOTEL x x x x x x x x THRESHOLD EL.=36.4 RIDGE EL.=54.2 THRESHOLD EL.=36.8 RIDGE EL.=69.2 THRESHOLD EL.=36.8 RIDGE EL.=54.6 THRESHOLD EL.=35.9 RIDGE EL.=59.7M A I N S T R E E T(VARIBALE WIDTH ~ PUBLIC PLAN BOOK, 588 PAGE 9)S C H O O L S T R E E T (33' WIDE ~ PUBLIC PLAN BOOK, 161 PAGE 135)VGCVGCPCC - FLUSHPCC - FLUSHPCC - FLUSHPCC - FLUSHVGCVGCPCC - FLUSHPAVED P A R K I N G A R E A PAVED SIDEWALKPAVED SIDEWALKPOOL AR E A NO ACCE S S 31 32 33 33 34 3 4 33 35 353535 3535353534ASSESSO R M A P 3 2 7 PARCEL 1 4 9 PAUL NE A R Y R E V O C A B L E T R U S T 17957 / 14 2 ASSESSO R M A P 3 2 7 PARCEL 1 4 8 JAMES & L I N D A R E D A N Z 3081 / 154 ASSESSO R M A P 3 2 7 PARCEL 1 4 7 31 SCHO O L S T R E E T L L C 28415 / 15 3 PLAN BO O K 7 0 , P A G E 5 5 ASSESSO R M A P 3 2 7 PARCEL 1 4 6 ALAN GR A N B Y & J A N I C E H Y L A N D 12674 / 23 ASSESSO R M A P 3 2 7 PARCEL 2 4 3 RENAISS A N C E D E V E L O P M E N T T R U S T L L C 29376 / 13 2 PLAN BO O K 2 9 7 , P A G E 3 4 ASSESSO R M A P 3 2 7 PARCEL 1 5 1 RENAISS A N C E D E V E L O P M E N T T R U S T L L C 29376 / 13 2 PLAN BO O K 2 1 8 , P A G E 5 3 EDGE OF PAVEMENT EDGE OF PAVEMENT CONC. WALK WITH COVERED DECK ABOVE GRAVEL P A R K I N G A R E A PAVED P A R K I N G A R E A EDGE OF GRAVEL EDGE OF PAVEMENT LAWN EDGE OF PAVEMENTPAVED WALKCONC.WA L K CONC. WALK WITH COVERED DECK ABOVE OHW OHW OHW OHWOHWOHWOHWCOTTAGE x RIDGE EL.=49.3 CONC. PAD CONC. BLOCK FNDN. FSW FSW FSWCONC. STOOP CONC. BLOCK PATIO CONC. PA D S W/TRANS F O R M E R S OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW GGGGGGG G G GGGGGGGGGGGGGGGGG G G G GGG G G G G G G G G G G GGG G G GWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCOVERED ENRTY BRICK STOOP CONC. PAD WOOD LANDING & STEP CONC. PAD CONC. STOOP EDGE OF PAVEMENT CONC. PAD FOUNTAI N GM WOOD SI G N "CASCAD E M O T O R L O D G E " LAWN LAWN LAWN WOOD STEPS WOOD STEPS CHIMNEY WOOD STEPS CONC. PAD WITHDECK ABOVECONC. W A L KGGGGG G G G G G G G G G G G G G G XXXXXXXXXXXXXXX CONC.APRONLAWN PAVED SIDEWALK #209 WOOD FRAME BUILDING S79° 49' 44"W144.78'S10° 48' 27"E 66.54' S75° 29' 22"W 2.21' S10° 36' 58"E 253.82'S79° 56' 37"W120.82'S80° 05' 13"W17.32'N11° 16' 15"W 118.38'N78° 23' 45"E20.49'N10° 06' 15"W 163.55'EDGE OF PAVEMENTN79° 11' 15"E247.78'S09° 37' 17"E 114.96'L=31 .1 8 'R=19 .5 9 'PARCEL 2 PARCEL 1 N11° 04' 47"W 75.75' 34.7 34.9 35.1 34.5 33.4 34.5 35.3 32.3 31.5 30.6 32.6 33.5 35.5 35.8 35.9 35.4 34.5 34.9 34.9 34.6 35.5 35.3 35.5 35.2 35.4 35.2 34.9 34.5 34.9 34.3 34.6 5.3'±1.5'±18.7'±5.8'±0.19'CONCRE T E P O O L DECK TO C H A I N LINK FEN C E WOOD SI G N "WELCO M E T O H I S T O R I C MAIN ST R E E T H Y A N N I S " PCH GATE PATHWOOD, TIRES AND DEBRIS WOOD, TI R E S A N D D E B R I S LANDINGLANDING #33/14 #33/13 #33/12 #33/11 PCC PCC VGCVGC 145.71' CB - CBROAD TA K I N G EASEMEN T D.B. 110 P G . 5 9 3 OVERLAP P L A N BOOK 29 7 , PAGE 340.93'IP / CB FNDN. #313/2 MSSTEL TV SSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S WWCURB STOPS (TYP.)CURB STOPS (TYP.)2.0'±N10° 56' 08"W 94.00' 36.2 35.235.7 2.6'± 88.81' CONC. STOOP73.01'ASSESSOR MAP 327PARCEL 145CAPEBUILT PLEASANT STREET LLC 30988 / 93SBENCHMARK-BOLT BY "OPEN" EL.=37.92 (N.A.V.D. 1988) AREA 78,065± SF. (1.79± AC.) PROPOSED SILT BARRIER / LIMIT OF WORK SAWCUT XXXXXXXXXXXXXXXXX X X X X X X XX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED 6' HIGH CHAIN LINK FENCE TEMPORARY CONSTRUCTION PROPOSED STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL) PROPOSED STOCKPILE AREA EXISTING GRAVEL / PAVEMENT PARKING AREA TO BE REMOVED AND DISPOSED OF OFF SITE EXISTING MOTEL BUILDING TO BE REMOVED IN ITS ENTIRETY AND DISPOSED OF OFF SITE TREE TO BE REMOVED (TYP.) EXISTING PAVED PARKING AREA AND CURBS TO BE REMOVED AND DISPOSED OF OFF SITE EXISTING HARDSCAPE AREAS TO BE REMOVED AND DISPOSED OF OFF SITE EXISTING DEBRIS TO BE REMOVED AND DISPOSED OF OFF SITE EXISTING CATCH BASIN TO BE PROTECTED THROUGH CONSTRUCTION (TYP.) (SEE DETAIL) EXISTING SIGN TO BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING SIGN TO BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING HYDRANT TO BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING MOTEL BUILDING TO BE REMOVED IN ITS ENTIRETY AND DISPOSED OF OFF SITE EXISTING MOTEL BUILDING TO BE REMOVED IN ITS ENTIRETY AND DISPOSED OF OFF SITE EXISTING OFFICE TO BE REMOVED IN ITS ENTIRETY AND DISPOSED OF OFF SITE EXISTING COTTAGE TO BE REMOVED IN ITS ENTIRETY AND DISPOSED OF OFF SITE PROPOSED STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL) CONCRETE PAD TO BE REMOVED AND DISPOSED OF OFF SITE TEMPORARY DETENTION BASIN FOR CONSTRUCTION PERIOD RUN OFF (CONTRACTOR TO RELOCATE AS NECESSARY TO CAPTURE AND MANAGE SITE RUNOFF) UTILITY POLE TO BE PROCTED THROUGHOUT CONSTRUCTION EXISTING SIGN TO BE PROTECTED THROUGHOUT CONSTRUCTION TEMPORARY DETENTION BASIN FOR CONSTRUCTION PERIOD RUN OFF (CONTRACTOR TO RELOCATE AS NECESSARY TO CAPTURE AND MANAGE SITE RUNOFF) SAWCUT SAWCUTSAWCUTEXISTING FOUNTAIN TO BE REMOVED AND DISPOSED OF OFF SITE DEMOLISH EXISTING POOL Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLEDATENO.REVISIONBY EROSION AND SEDIMENTATION CONTROL PLAN G:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV.dwg 8/17/2023 4:32 PM1 inch = 20 ft. 20 10 0 20 60 20' MIN.50' MIN. 2"-3" COURSE AGGREGATE MIN. 6" THICK PLAN STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE15' RNOTES: 1.THE LOCATION OF THE STABILIZED CONSTRUCTION ENTRANCE/EXIT TO BE SPECIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. 2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER OR DEBRIS. 3. PRIOR TO CONSTRUCTION, INSTALL PERIMETER SEDIMENT BARRIER IN LOCATION(S) SHOWN ON PLAN. SEDIMENT BARRIER TO BE DOUBLE-STAKED STRAW BALES WITH SILT FENCE OR 12"Ø STAKED COIR LOGS/SILT SOCK. 4. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. 5. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 7. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. 8. FOR SLOPES LESS THAN OR EQUAL TO 2H/1V, IF EXPOSED SLOPES CAN NOT BE STABILIZED WITH HYDROSEEDING/VEGETATION, NORTH AMERICAN GREEN SCI50BN (OR ENGINEERING APPROVED EQUAL) EROSION CONTROL BLANKETS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 9. FOR SLOPES > 2H/1V, < 1.5H/1V, NORTH AMERICAN GREEN SC 150 BN.(OR ENGINEERING APPROVED EQUAL) EROSION CONTROL BLANKETS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. EROSION & SEDIMENTATION CONTROL NOTES: 1. AREA HIGHLIGHTED TO BE CLEARED AND GRUBBED. THE CONTRACTOR SHALL EMPLOY DUST CONTROL METHODS AND MATERIALS AT ALL TIMES USING SPRINKLED WATER OR OTHER APPROVED MEANS. DO NOT USE OIL OR SIMILAR PENETRANTS. CHEMICAL MATERIALS MAY NOT BE USED ON SUBGRADES OF AREAS TO BE SEEDED OR PLANTED. 2. INSTALL PERIMETER LIMIT OF WORK CONSTRUCTION FENCE AND SEDIMENTATION BARRIER AS INDICATED ON PLAN. PROTECT EXISTING DRAINAGE INLETS WITHIN AND ADJACENT TO CONSTRUCTION AREA. 3. INSTALL VEHICLE TRACK PAD AT ENTRANCE. 4. LOCATE AREAS OF MATERIALS STORAGE & STOCKPILE. SURROUND MATERIAL STOCKPILES WITH EROSION CONTROL BARRIER. 5. MAINTAIN EROSION CONTROL BARRIERS, VEHICLE TRACK PAD, AND INLET PROTECTION THROUGHOUT CONSTRUCTION. 6. ROUGH GRADE SITE. 7. INSTALL TEMPORARY CONSTRUCTION PERIOD RUNOFF MANAGEMENT SWALES. 8. GRADE PROPOSED DRIVEWAY AND PARKING 9. INSTALL DRAINAGE SYSTEM, AND SITE UTILITIES. 10. INSTALL BITUMINOUS CONCRETE BINDER COURSE IN DRIVEWAY AND PARKING AREA. 11. INSTALL CURBING AND SIDEWALKS. 12. STABILIZE & VEGETATE DISTURBED AREA. PERMITTING PLANSET (NOT FOR CONSTRUCTION)NEW MULTI-FAMILYRESIDENTIAL AND RETAIL PROJECT201 MAIN STHYANNIS, MAC18786.01EROSION AND SEDIMENTATIONCONTROL PLANC101 4 12 1" = 20' 07-17-2023 C1878601-CIV.dwg WGM DAV / DBR008-18-2023RESPONSE TO DPW / ENGINEERING COMMENTSWGMSEAL CONSTRUCTION SEQUENCE - SITE WORK:MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)SEWER - EXISTING SEWER LINE TO BE CUT AND CAPPED AT PROPERTY LINE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS WATER - EXISTING WATER LINE TO BE CUT AND CAPPED AT PROPERTY LINE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS ELECTRIC - EXISTING ELECTRIC LINES TO BE REMOVED IN ACCORDANCE WITH LOCAL UTILITY COMPANY GAS - EXISTING GAS LINES TO BE REMOVED IN ACCORDANCE WITH LOCAL UTILITY COMPANY EXISTING UTILITY NOTES: INLET PROTECTION NOTES: 1.GRATE TO BE PLACED OVER FILTER FABRIC. 2.INSTALL SILT SACK IN PAVED LOCATION FILTER FABRIC CATCH BASIN FRAME AND GRATE CATCH BASIN CATCH BASIN INLET PROTECTION DETAIL NOT TO SCALE SILT SACK LEGEND SAWCUT XCONSTRUCTION FENCE CATCHBASIN PROTECTION TREE REMOVAL 1" x 2" x 4' WOODEN STAKE 6' ON CENTER (MAX) NOTES: NOT TO SCALE 1.SILTATION BARRIER SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL RE-VEGITATION OF AREA DISTURBED BY CONSTRUCTION. 2.AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGITATED PRIOR TO COMPLETION OF PROJECT. 3.SEDIMENT SHALL BE REMOVED FROM BARRIER WHEN DEPTH EXCEEDS 1 3 THE HEIGHT OF THE STRAWBALE 8' CONSTRUCTION FENCE W/ SCREENING 8' (MIN.) 9" STRAW WATTLE SLOPE EROSION CONTROL CONSTRUCTION FENCE DETAIL FENCE FOOTING LIMIT OF WORK 08/18/2023 PBTELMMDSSWVWVDYHGVWVWVEDGVWVWVGVWVGMGMF2 STORY MOTEL2 STORY MOTEL2 STORYDWELLING & OFFICE2 STORYMOTELxxxxxxxxTHRESHOLDEL.=36.4RIDGEEL.=54.2THRESHOLDEL.=36.8RIDGEEL.=69.2THRESHOLDEL.=36.8RIDGEEL.=54.6THRESHOLDEL.=35.9RIDGEEL.=59.7M A I N S T R E E T(VARIBALE WIDTH ~ PUBLIC PLAN BOOK, 588 PAGE 9)S C H O O L S T R E E T(33' WIDE ~ PUBLIC PLAN BOOK, 161 PAGE 135)Y A R M O U T HR O A DVGCVGCPCC - FLUSHPCC - FLUSHPCC - FLUSHPCC - FLUSHVGCVGCPCC - FLUSHPAVED PARKING AREAPAVED SIDEWALKPAVED SIDEWALKPOOL AREANO ACCESS31323333 3 4 3433353535 35353535 3535 34ASSESSOR MAP 327PARCEL 149PAUL NEARY REVOCABLE TRUST17957 / 142ASSESSOR MAP 327PARCEL 148JAMES & LINDA REDANZ3081 / 154ASSESSOR MAP 327PARCEL 14731 SCHOOL STREET LLC28415 / 153PLAN BOOK 70, PAGE 55ASSESSOR MAP 327PARCEL 146ALAN GRANBY & JANICE HYLAND12674 / 23ASSESSOR MAP 327PARCEL 257ALAN GRANBY & JANICE HYLAND20289 / 170PLAN BOOK 73, PAGE 139ASSESSOR MAP 327PARCEL 243RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 297, PAGE 34ASSESSOR MAP 327PARCEL 151RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 218, PAGE 53EDGE OF PAVEMENTEDGE OF PAVEMENTCONC. WALK WITH COVERED DECK ABOVEGRAVEL PARKING AREAPAVED PARKING AREAEDGE OF GRAVELEDGE OF PAVEMENTLAWNEDGE OF PAVEMENTPAVED WALKCONC.WALKCONC. WALK WITH COVERED DECK ABOVEOHWOHWOHWOHWOHWOHWOHWCOTTAGExRIDGEEL.=49.3CONC.PADCONC.BLOCKFNDN.FSWFSWFSWCONC.STOOP CONC.BLOCK PATIOCONC. PADSW/TRANSFORMERSOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGGG G G G G G G G G GGGGG G GGGGGGGGGGGGGGGGGGGGGGGGW W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W WCOVEREDENRTYBRICKSTOOPCONC.PADWOOD LANDING& STEPCONC.PADCONC.STOOPEDGE OF PAVEMENTCONC.PADFOUNTAINGMWOOD SIGN"CASCADE MOTOR LODGE"LAWNLAWNLAWNWOODSTEPSWOODSTEPSCHIMNEYWOODSTEPSCONC. PAD WITHDECK ABOVECONC. WALKG G G G GGGGGG GGGGGGGGGX X X X XXXXXXXXXXXCONC.APRONLAWNPAVED SIDEWALK#209WOOD FRAMEBUILDINGS79° 49' 44"W 144.78'S10° 48' 27"E66.54'S75° 29' 22"W2.21'S10° 36' 58"E253.82'S79° 56' 37"W 120.82' S80° 05' 13"W 17.32'N11° 16' 15"W118.38'N78° 23' 45"E 20.49'N10° 06' 15"W163.55'EDGE OF PAVEMENTN79° 11' 15"E247.78'S09° 37' 17"E114.96'L=31.18'R=19.59'PARCEL 2PARCEL 1N11° 04' 47"W75.75'34.734.935.134.533.434.535.332.331.530.632.633.535.535.835.935.434.534.934.934.635.535.335.535.235.435.234.934.534.934.334.6AREA78,065± SF.(1.79± AC.)5.3'±1.5'±18.7'±5.8'±0.19'0.15'CONCRETE POOLDECK TO CHAINLINK FENCEWOOD SIGN"WELCOME TO HISTORICMAIN STREET HYANNIS"PCHGATEPATH WOOD, TIRES AND DEBRISWOOD, TIRES AND DEBRISLANDINGLANDING#33/14#33/13#33/12#33/11PCCPCCVGCVGC145.71' CB - CBROAD TAKINGEASEMENTD.B. 110 PG. 593OVERLAP PLANBOOK 297,PAGE 340.93'IP / CBFNDN.#313/2M S STELTVSSSSSSSSSSSSSSSSSSSSS S S S SSSSSS SSSSSSSSSSSSSSSSSWWCURB STOPS (TYP.)CURB STOPS (TYP.)2.0'±N10° 56' 08"W94.00'36.235.235.72.6'±88.81'CONC.STOOP73.01'ASSESSOR MAP 327PARCEL 145CAPEBUILT PLEASANT STREET LLC 30988 / 93PROPOSED SUPPORTCOLUMN (TYP.)PROPOSEDOUTDOOR PATIOPROPOSEDTURF AREAPROPOSEDWALKWAY (TYP.)PROPOSED 9' x 18'FENCED TRASHENCLOSURE ONCONCRETE PADPROPOSEDBIKE RACK (TYP.)81011116646666666PROPOSEDSPEED BUMPPROPOSED HANDICAPPARKING SPOT (TYP.)PROPOSED 4-STORYAPARTMENT BUILDINGF.F.E. = 35.90RESIDENTIAL AREA = 91,600 S.F.RETAIL AREA = 1,500 S.F.TOTAL AREA = 93,100 S.F.P.B.P.B.P.B.P.B.P.B.P.B.P.B.P.B.P.B.P.B.PROPOSED OUTLINE OF4-STORY APARTMENT BUILDINGPARKING BELOWPROPOSED ADA SIGNSET IN BOLLARD (TYP.)R3'R3'R3'R3'R3'8'24'20'(TYP.)9'(TYP.)20'(TYP.)9'(TYP.)PROPOSEDSTAIRWELLPCCPCCPCCPCCPCCPCCPCCTCCFCCFCCFCCTCCPCCFGCPROPOSED NEW BITUMINOUSCONCRETE SIDEWALK (TYP.)9' S TACTICAL WARNINGPAD (TYP.)PROPOSEDCROSSWALK9'28'19'23'BENCHMARK-BOLT BY "OPEN"EL.=37.92 (N.A.V.D. 1988)VGCVGCTGC VGC TGC FGCTGC10' VEGETATED BUFFER 10' VEGETATED BUFFER6' VEGETATED BUFFER6' VEGETATED BUFFER 6' VEGETATED BUFFER10'VGC 1412R10'9'(TYP.)20'(TYP.)9'(TYP.)20'(TYP.)PCCPCCPCCTCCFCCTCCPCCPCC 22'23'20'VGCFGCTGCTGCVGCFGC R10'TCCTCC22'(TYP.)9'(TYP.)22'4R15'24'12'10'PROPOSEDDOG ENCLOSUREPROPOSED WOODENFENCE (TYP.)P.B.P.B.P.B.P.B.P.B.ONE WAYONE WAY DO NOT ENTERR3'R3'R5'R10'R3'9'(TYP.)4R7'24'R3'PROPOSED ADA SIGNSET IN BOLLARD (TYP.)10'AREA78,065± SF.(1.79± AC.)24'DDDDDDPROPOSEDSTOP SIGNE.V.E.V.E.V.E.V.E.V.E.V.ELECTRIC VEHICLEPARKING (TYP.)7.0'7.0'PROPOSEDBOLLARD (TYP.)PCCSPROPOSED OVERHEADSIGN LABELED"CLEARANCE HEIGHT"VAN VAN VANSSDD4.3'2.0' FROM PROPERTY LINEPROPOSEDTRANSFORMERLOCATION30.3'P.B.PROPOSED PAIDPARKING SIGN ANDQR CODE SIGNREINSTALL EXISTINGSIGN " WELCOME TOHISTORIC MAIN STREETHYANNIS"XXX X X X X X XXXXXXXXXPROPOSEDMONUMENT SIGN5.1'P.B.6.4'16'PROPOSEDCROSSWALKDPCCD Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE DATENO.REVISION BYABBREVIATIONSG:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV.dwg 8/17/2023 4:32 PM 1 inch = 20 ft.201002060SEALPRECAST CONCRETE CURBPCCTRANSITION CONCRETE CURBTCCTRANSITION GRANITE CURBTGCPLANTING BEDP.B.NEW MULIT-FAMILY RESIDENTIAL AND RETAIL PROJECT 201 MAIN ST HYANNIS, MA C18786.02LAYOUT AND MATERIALS PLANC1025121" = 20'07-17-2023C1878601-CIV.dwgWGMDAV / DBR0 08-18-2023 RESPONSE TO DPW / ENGINEERING COMMENTS WGM MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)PARKING TABLEUSEREQUIREDPROPOSEDMIN. REQUIREDPROVIDEDCOMMERCIAL0 SPACE PER 1,000 S.F.1,500 S.F.0 SPACES34 SPACESRESIDENTIAL1 SPACE PER 1 DWELLING UNIT95 DWELLING UNITS95 SPACES98 SPACESTOTAL95 SPACES132 SPACES*(INCLUDES ADA)ACCESSIBLESTALLSPER 51-100 STALLS4 MIN.127 SPACES4 ACCESSIBLE STALLS5 ACCESSIBLE STALLSZONING TABLE - DOWNTOWN MAIN STREET (DMS)SUBJECT:ASSESSORS MAP 327 PARCEL 150REQUIREDEXISTINGPROPOSEDLOT WIDTH30 FT.122± FT.NO CHANGELOT AREAN / A78,065± S.F. (1.79± AC.)NO CHANGEFRONTAGE (MAIN ST)80%247.78 FT.NO CHANGEFRONTAGE (SCHOOL ST)40%114.96 FT.NO CHANGEFRONT SETBACK (MAIN ST)0 FT. MIN. 15 FT. MAX.18.7± FT.2.0± FT.FRONT SETBACK (SCHOOL ST)0 FT. MIN. 15 FT. MAX.N / AN / ASIDE SETBACK (EAST)0 FT.5.8± FT.6.4± FT.(INTERIOR PROPERTY LINE)SIDE SETBACK (WEST)0 FT.1.5± FT.4.3± FT.REAR SETBACK0 FT.5.8± FT.30.3± FT.BUILDING WIDTH180 FT. MAX34.8 FT.110.0 FT.BUILDING HEIGHT4 STORIES MAX.3 STORIES (VARIES)4-STORIESPARKING AREA VEGETATION TABLESUBJECT:ASSESSORS MAP 327 PARCEL 150REQUIREDPROPOSEDFRONT LANDSCAPE BUFFER10 FT.10 FT.SIDE/REAR LANDSCAPE BUFFER6 FT.6 FT.BUILDING LANDSCAPE BUFFER10 FT.10 FT.GREEN AREA (% OF PARKING AREA)*10%10.6%TREES1 PER EVERY 5 SPACESSEE LANDSCAPE PLANEXISTINGTOTAL BEDROOMS:MOTEL - 16 ONE BEDROOM UNITS:16 x 1= 16 BEDROOMSMOTEL - 2 ONE BEDROOM UNITS: 2 x 1= 2 BEDROOMSMOTEL - 2 ONE BEDROOM UNITS: 2 x 1= 2 BEDROOMSMOTEL - 6 ONE BEDROOM UNITS: 6 x 1= 6 BEDROOMSMOTEL - 12 ONE BEDROOM UNITS:12 x 1= 12 BEDROOMSTOTAL BEDROOM COUNT= 38 BEDROOMSEXISTING FLOW:38 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 4,180 GPDPROPOSEDRESTAURANTDESIGN FLOW:20 SEATS AT 15 GAL. PER DAY PER SEAT = 300 GPDMIN. ALLOWED DESIGN FLOW = 1,000 GPDRESIDENTIALTOTAL BEDROOMS:66 ONE BEDROOM UNITS:66 x 1= 66 BEDROOMS10 ONE BEDROOM PLUS UNITS:10 x 1= 10 BEDROOMS17 TWO BEDROOM UNITS:17 x 2= 34 BEDROOMS2 THREE BEDROOM UNITS: 2 x 3= 6 BEDROOMSTOTAL BEDROOM COUNT= 116 BEDROOMSDESIGN FLOW:116 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 12,760 GPDRESTAURANT = 1,000 GPD (CONSERVATIVE)RESIDENTIAL = 12,760 GPDTOTAL PROPOSED FLOW = 13,760 GPDSEWAGE FLOW CALCULATIONS:PERMITTING PLAN SET(NOT FOR CONSTRUCTION)*INCLUDES 6 E.V. SPACESLAYOUT AND MATERIALS PLAN*PARKING AREA = 50,682 S.F. GREEN SPACE = 5,372 S.F.VERTICAL GRANITE CURBVGCFLUSH CONCRETE CURBFCCFLUSH GRANITE CURBFGC08/18/2023 PBTELMMDSSWVWVDYHGVWVWVEDGVWVWVGVWVGMGMF2 STORY MOTEL2 STORY MOTEL2 STORYDWELLING & OFFICE2 STORYMOTELxxxxxxxxTHRESHOLDEL.=36.4RIDGEEL.=54.2THRESHOLDEL.=36.8RIDGEEL.=69.2THRESHOLDEL.=36.8RIDGEEL.=54.6THRESHOLDEL.=35.9RIDGEEL.=59.7M A I N S T R E E T(VARIBALE WIDTH ~ PUBLIC PLAN BOOK, 588 PAGE 9)S C H O O L S T R E E T(33' WIDE ~ PUBLIC PLAN BOOK, 161 PAGE 135)Y A R M O U T HR O A DVGCVGCPCC - FLUSHPCC - FLUSHPCC - FLUSHPCC - FLUSHVGCVGCPCC - FLUSHPAVED PARKING AREAPAVED SIDEWALKPAVED SIDEWALKPOOL AREANO ACCESS31323333 3 4 3433353535 35353535 3535 34ASSESSOR MAP 327PARCEL 149PAUL NEARY REVOCABLE TRUST17957 / 142ASSESSOR MAP 327PARCEL 148JAMES & LINDA REDANZ3081 / 154ASSESSOR MAP 327PARCEL 14731 SCHOOL STREET LLC28415 / 153PLAN BOOK 70, PAGE 55ASSESSOR MAP 327PARCEL 146ALAN GRANBY & JANICE HYLAND12674 / 23ASSESSOR MAP 327PARCEL 257ALAN GRANBY & JANICE HYLAND20289 / 170PLAN BOOK 73, PAGE 139ASSESSOR MAP 327PARCEL 243RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 297, PAGE 34ASSESSOR MAP 327PARCEL 151RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 218, PAGE 53EDGE OF PAVEMENTEDGE OF PAVEMENTCONC. WALK WITH COVERED DECK ABOVEGRAVEL PARKING AREAPAVED PARKING AREAEDGE OF GRAVELEDGE OF PAVEMENTLAWNEDGE OF PAVEMENTPAVED WALKCONC.WALKCONC. WALK WITH COVERED DECK ABOVEOHWOHWOHWOHWOHWOHWOHWCOTTAGExRIDGEEL.=49.3CONC.PADCONC.BLOCKFNDN.FSWFSWFSWCONC.STOOP CONC.BLOCK PATIOCONC. PADSW/TRANSFORMERSOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGGG G G G G G G G G GGGGG G GGGGGGGGGGGG GGGGGGGGGGGGW W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W WCOVEREDENRTYBRICKSTOOPCONC.PADWOOD LANDING& STEPCONC.PADCONC.STOOPEDGE OF PAVEMENTCONC.PADFOUNTAINGMWOOD SIGN"CASCADE MOTOR LODGE"LAWNLAWNLAWNWOODSTEPSWOODSTEPSCHIMNEYWOODSTEPSCONC. PAD WITHDECK ABOVECONC. WALKG G G G GGGGGG GGGGGGGGGX X X X XXXXXXXXXXXCONC.APRONLAWNPAVED SIDEWALK#209WOOD FRAMEBUILDINGS79° 49' 44"W 144.78'S10° 48' 27"E66.54'S75° 29' 22"W2.21'S10° 36' 58"E253.82'S79° 56' 37"W 120.82' S80° 05' 13"W 17.32'N11° 16' 15"W118.38'N78° 23' 45"E 20.49'N10° 06' 15"W163.55'EDGE OF PAVEMENTN79° 11' 15"E247.78'S09° 37' 17"E114.96'L=31.18'R=19.59'PARCEL 2PARCEL 1N11° 04' 47"W75.75'34.734.935.134.533.434.535.332.331.530.632.633.535.535.835.935.434.534.934.934.635.535.335.535.235.435.234.934.534.934.334.6AREA78,065± SF.(1.79± AC.)5.3'±1.5'±18.7'±5.8'±0.19'0.15'CONCRETE POOLDECK TO CHAINLINK FENCEWOOD SIGN"WELCOME TO HISTORICMAIN STREET HYANNIS"PCHGATEPATH WOOD, TIRES AND DEBRISWOOD, TIRES AND DEBRISLANDINGLANDING#33/14#33/13#33/12#33/11PCCPCCVGCVGC145.71' CB - CBROAD TAKINGEASEMENTD.B. 110 PG. 593OVERLAP PLANBOOK 297,PAGE 340.93'IP / CBFNDN.#313/2M S STELTVSSSSSSSSSSSSSSSSSSSSS S S S SSSSSS SSSSSSSSSSSSSSSSSWWCURB STOPS (TYP.)CURB STOPS (TYP.)2.0'±N10° 56' 08"W94.00'36.235.235.72.6'±88.81'CONC.STOOP73.01'ASSESSOR MAP 327PARCEL 145CAPEBUILT PLEASANT STREET LLC 30988 / 93PROPOSED 4-STORYAPARTMENT BUILDINGF.F.E. = 35.90RESIDENTIAL AREA = 91,600 S.F.RETAIL AREA = 1,500 S.F.TOTAL AREA = 93,100 S.F.PROPOSED OUTLINE OF4-STORY APARTMENT BUILDINGPARKING BELOWSBENCHMARK-BOLT BY "OPEN"EL.=37.92 (N.A.V.D. 1988)ONE WAYONE WAY DO NOT ENTERx35.231.9++32.4+33.6+32.631.8+31.4++35.7+35.4 34.5+33.5+32.5+34.5+33.5+32.5+32.3+35.4+TC 34.9+BC 34.4+BC 34.1++HP 34.7+TC 36.0+BC 35.5DDDDDPROPOSED 12" DIA. ADS N12DRAINAGE PIPE (TYP.)TC 34.6++BC 35.3+TC 35.8BC 34.5+TC 35.0++TC 35.7+BC 35.2 35.5++35.8D DDDDDDDDDDDDDDDDDDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDSRB-A1SRB-A2SRB-BSRB-CDDDDMH-1RIM EL. = 34.75DDCB-2RIM EL. = 34.75CB-3RIM EL. = 33.5CB-4RIM EL. = 32.5CB-5(STC-450)RIM EL. = 31.4CB-1RIM EL. = 33.75DS = 1.0%, L = 29.0S = 1.0%, L = 14.1DMH-2RIM EL. = 33.5DMH-3RIM EL. = 32.5S = 1.0%, L = 14.1S = 3.5%, L = 14.1S = 1.0%, L = 97.012" ADS N-12E.V.E.V.E.V.E.V.E.V.E.V.SS = 1.0%, L = 100.012" ADS N-12S = 1.0%, L = 41.012" ADS N-12RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDVAN VAN VANSSD35 353535 35353535SEE SHEET C104FOR ADA GRADINGDETAILSSEE SHEET C104FOR ADA GRADINGDETAILSDDMH-5RIM EL. = 31.5SEE SHEET C104FOR FINE GRADINGDETAILSSEE SHEET C104FOR FINE GRADINGDETAILSSEE SHEET C104FOR FINE GRADINGDETAILSDOH 1DOH 2DOH 3DOH 4DOH 53 3 3 4 3 2 32 333434 333232 3 1 34 DDDDS = 1.0%, L = 61.812" ADS N-12CB-6(STC-450)RIM EL. = 32.0XXX X X X X X XXXXXXXXXROOF DRAIN TOBE 10" ADS N-12MIN. SLOPE = 1.0%CLEANOUT(C.O.) (TYP.)C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.S = 1.0%, L = 14.0DS = 1.0%, L = 13.0DSTC-1RIM EL. = 34.10STC-2RIM EL. = 32.37MIN. SLOPE = 1.0%MIN. SLOPE = 1.0%MIN. SLOPE = 1.0%MIN. SLOPE = 1.0%Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE DATENO.REVISION BYGRADING AND DRAINAGE PLANG:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV.dwg 8/17/2023 4:32 PM1 inch = 20 ft.201002060PERMITTING PLAN SET(NOT FOR CONSTRUCTION)SEALNEW MULTI-FAMILY RESIDENTIAL AND RETAIL PROJECT 201 MAIN ST HYANNIS, MA C18786.01GRADING AND DRAINAGE PLANC1036121" = 20'07-17-2023C1878601-CIV.dwgWGMDAV / DBR0 08-18-2023 RESPONSE TO DPW / ENGINEERING COMMENTS WGM MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)DATE OF TESTS: MAY 09, 2023WITNESSED BY : ROBERT E. DROWN, P.E., M.G.A. SE#13855 NO GROUNDWATER ENCOUNTEREDDEEP OBSERVATION HOLE LOGSDEEP OBSERVATION HOLE 1. EL. = 31.0±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 48"FILL48" - 57"ApSANDY LOAM10 YR 3/3M, V.F.57" - 76"BwSANDY LOAM10 YR 5/8M, V.F.76" - 120"CSAND10 YR 6/4S.G., LDEEP OBSERVATION HOLE 2. EL. = 32.5±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 12"ApSANDY LOAM10 YR 3/3M, V.F.12" - 30"BwSANDY LOAM10 YR 5/8M, V.F.30" - 96"C1SAND10 YR 6/4S.G., L96" - 120"C2SAND10 YR 7/3S.G., LDEEP OBSERVATION HOLE 3. EL. = 34.0±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 16"ApSANDY LOAM10 YR 3/3M, V.F.16" - 33"BwSANDY LOAM10 YR 5/8M, V.F.33" - 84"C1SAND10 YR 6/4S.G., L84" - 120"C2SAND10 YR 7/3S.G., LDEEP OBSERVATION HOLE 4. EL. = 34.0±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 12"ApSANDY LOAM10 YR 3/3M, V.F.12" - 30"BwSANDY LOAM10 YR 5/8M, V.F.30" - 84"C1SAND10 YR 6/4S.G., L84" - 120"C2SAND10 YR 7/3S.G., LDEEP OBSERVATION HOLE 5. EL. = 35.0±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 30"FILL30" - 96"C1SAND10 YR 6/4S.G., L96" - 120"C2SAND10 YR 7/3S.G., LSTORMCEPTOR WATER QUALITY UNITS ARE TO BE INSTALLEDWITHIN CATCH BASIN WHERE SPECIFIED (SEE PLAN).WATTER QUALITY UNIT NOTE:08/18/2023 PBTELMMDSSWVWVDYHGVWVWVEDGVWVWVGVWVGMGMF2 STORY MOTEL2 STORY MOTEL2 STORYDWELLING & OFFICE2 STORYMOTELxxxxxxxxTHRESHOLDEL.=36.4RIDGEEL.=54.2THRESHOLDEL.=36.8RIDGEEL.=69.2THRESHOLDEL.=36.8RIDGEEL.=54.6THRESHOLDEL.=35.9RIDGEEL.=59.7M A I N S T R E E T(VARIBALE WIDTH ~ PUBLIC PLAN BOOK, 588 PAGE 9)S C H O O L S T R E E T(33' WIDE ~ PUBLIC PLAN BOOK, 161 PAGE 135)Y A R M O U T HR O A DVGCVGCPCC - FLUSHPCC - FLUSHPCC - FLUSHPCC - FLUSHVGCVGCPCC - FLUSHPAVED PARKING AREAPAVED SIDEWALKPAVED SIDEWALKPOOL AREANO ACCESS31323333 3 4 3433353535 35353535 3535 34ASSESSOR MAP 327PARCEL 149PAUL NEARY REVOCABLE TRUST17957 / 142ASSESSOR MAP 327PARCEL 148JAMES & LINDA REDANZ3081 / 154ASSESSOR MAP 327PARCEL 14731 SCHOOL STREET LLC28415 / 153PLAN BOOK 70, PAGE 55ASSESSOR MAP 327PARCEL 146ALAN GRANBY & JANICE HYLAND12674 / 23ASSESSOR MAP 327PARCEL 257ALAN GRANBY & JANICE HYLAND20289 / 170PLAN BOOK 73, PAGE 139ASSESSOR MAP 327PARCEL 243RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 297, PAGE 34ASSESSOR MAP 327PARCEL 151RENAISSANCE DEVELOPMENT TRUST LLC29376 / 132PLAN BOOK 218, PAGE 53EDGE OF PAVEMENTEDGE OF PAVEMENTCONC. WALK WITH COVERED DECK ABOVEGRAVEL PARKING AREAPAVED PARKING AREAEDGE OF GRAVELEDGE OF PAVEMENTLAWNEDGE OF PAVEMENTPAVED WALKCONC.WALKCONC. WALK WITH COVERED DECK ABOVEOHWOHWOHWOHWOHWOHWOHWCOTTAGExRIDGEEL.=49.3CONC.PADCONC.BLOCKFNDN.FSWFSWFSWCONC.STOOP CONC.BLOCK PATIOCONC. PADSW/TRANSFORMERSOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGGG G G G G G G G G GGGGG G GGGGGGGGGGGG GGGGGGGGGGGGW W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W WCOVEREDENRTYBRICKSTOOPCONC.PADWOOD LANDING& STEPCONC.PADCONC.STOOPEDGE OF PAVEMENTCONC.PADFOUNTAINGMWOOD SIGN"CASCADE MOTOR LODGE"LAWNLAWNLAWNWOODSTEPSWOODSTEPSCHIMNEYWOODSTEPSCONC. PAD WITHDECK ABOVECONC. WALKG G G G GGGGGG GGGGGGGGGX X X X XXXXXXXXXXXCONC.APRONLAWNPAVED SIDEWALK#209WOOD FRAMEBUILDINGS79° 49' 44"W 144.78'S10° 48' 27"E66.54'S75° 29' 22"W2.21'S10° 36' 58"E253.82'S79° 56' 37"W 120.82' S80° 05' 13"W 17.32'N11° 16' 15"W118.38'N78° 23' 45"E 20.49'N10° 06' 15"W163.55'EDGE OF PAVEMENTN79° 11' 15"E247.78'S09° 37' 17"E114.96'L=31.18'R=19.59'PARCEL 2PARCEL 1N11° 04' 47"W75.75'34.734.935.134.533.434.535.332.331.530.632.633.535.535.835.935.434.534.934.934.635.535.335.535.235.435.234.934.534.934.334.6AREA78,065± SF.(1.79± AC.)5.3'±1.5'±18.7'±5.8'±0.19'0.15'CONCRETE POOLDECK TO CHAINLINK FENCEWOOD SIGN"WELCOME TO HISTORICMAIN STREET HYANNIS"PCHGATEPATH WOOD, TIRES AND DEBRISWOOD, TIRES AND DEBRISLANDINGLANDING#33/14#33/13#33/12#33/11PCCPCCVGCVGC145.71' CB - CBROAD TAKINGEASEMENTD.B. 110 PG. 593OVERLAP PLANBOOK 297,PAGE 340.93'IP / CBFNDN.#313/2M S STELTVSSSSSSSSSSSSSSSSSSSSS S S S SSSSSS SSSSSSSSSSSSSSSSSWWCURB STOPS (TYP.)CURB STOPS (TYP.)2.0'±N10° 56' 08"W94.00'36.235.235.72.6'±88.81'CONC.STOOP73.01'ASSESSOR MAP 327PARCEL 145CAPEBUILT PLEASANT STREET LLC 30988 / 93WWPROPOSEDTRANSFORMERPROPOSED DOMESTICWATER SERVICEPROPOSED 8" DIA.FIRE WATER SERVICEPROPOSEDELECTRIC LINESPROPOSEDGAS LINEE E E E E E E E E EEEGGGPROPOSED 4-STORYAPARTMENT BUILDINGF.F.E. = 35.90RESIDENTIAL AREA = 91,600 S.F.RETAIL AREA = 1,500 S.F.TOTAL AREA = 93,100 S.F.PROPOSED 4" C.I. GREASETRAP CONNECTIONSEE PLUMBING PLANSFOR CONNECTION DETAILWITHIN 10' OF BUILDINGPROPOSED OUTLINE OF4-STORY APARTMENT BUILDINGPARKING BELOWSBENCHMARK-BOLT BY "OPEN"EL.=37.92 (N.A.V.D. 1988)WV WVGV ONE WAYONE WAY DO NOT ENTERDDDDDD DDDDDDDDDDDDDDDDDDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDDDDDDDS SS PROPOSED 1,000GAL. GREASE TRAPPROPOSED 4" DIA. SCH40 PVC PIPE (TYP.)PROPOSED SEWERCONNECTIONINV. EL. = 26.85' (V.I.F.)E.V.E.V.E.V.E.V.E.V.E.V.SSRDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRDRDVAN VAN VANSSDDPROPOSED 8" SCH 40 PVCGRAVITY SEWERCONNECTIONSEE PLUMBING PLANSFOR CONNECTION DETAILWITHIN 10' OF BUILDINGPROPOSED FDCCONNECTIONPROPOSED FDCCONNECTIONPROPOSEDELECTRIC VEHICLECHARGINGSTATION (TYP.)DDDDPROPOSED SEWERMANHOLEPROPOSED 8" SCH 40PVC GRAVITY SEWERSLEEVE SEWER WITHIN10' OF WATER SERVICEXXX X X X X X XXXXXXXXXDDCoastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE DATENO.REVISION BYUTILITIES PLANG:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV.dwg 8/17/2023 4:32 PM1 inch = 20 ft.201002060PERMITTING PLAN SET(NOT FOR CONSTRUCTION)SEALCONTRACTOR TO VERIFY SEWER LOCATION AND INVERTELEVATIONS PRIOR TO CONSTRUCTION. CONTRATOR IS TOCONTACT ENGINEER OF ANY DISCREPANCIES PRIOR TOSTART OF WORK.SEWER NOTE:NEW MULTI-FAMILY RESIDENTIAL AND RETAIL PROJECT 201 MAIN ST HYANNIS, MA C18786.01UTILITIES PLANC1058121" = 20'07-17-2023C1878601-CIV.dwgWGMDAV / DBR0 08-18-2023 RESPONSE TO DPW / ENGINEERING COMMENTS WGM MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)SEWER PIPESCH 40 PVC SLEEVE10' MIN10' MINWATER SLEEVE DETAILWATER SUPPLYNOT TO SCALEWWSSSSEWER PIPE NOTE:INSTALL SEWER PIPE GREATER THAN 10' FROM WATER SUPPLY.WHERE SEWER PIPE CROSSES THE WATER SUPPLY OR WHERETHE 10' SEPARATION IS NOT POSSIBLE PROVIDE A SLEEVE OFSCHEDULE 40 PVC PIPE OVER THE PROPOSED SEWER PIPE.SLEEVE TO EXTEND A MINIMUM OF 10' BEYOND WATER SUPPLY(SEE DETAIL).08/18/2023 Coastal Engineering Co., Inc. © 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLEDATENO.REVISIONBYG:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV-DET.dwg 8/17/2023 4:31 PMNOT TO SCALE BITUMINOUS CONCRETE PAVEMENT 1.5" BITUMINOUS SURFACE COURSE CLASS 1, TYPE I-1 2.5" BITUMINOUS BINDER COURSE CLASS 1, TYPE I-1 12" PROCESSED GRAVEL BASE COURSE (COMPACTED 95% DRY DENSITY AASHTO TEST METHOD C) (MASS. SPEC. M1.03.1) COMPACT SUBGRADE SOIL REMOVAL NOTE: IN ALL AREAS OF PROPOSED PAVEMENT ALL UNSUITABLE MATERIAL INCLUDING TOPSOIL SHALL BE REMOVED AND REPLACED WITH CLEAN SAND & GRAVEL (TO SUBGRADE LEVEL) AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY NOT TO SCALEXXCONCRETE PAD AT BUILDING NOT TO SCALE 4" CONCRETE PAD 4,500 PSI WITH RATIO OF 0.45 AND AIR ENTRAINED #10x#10 W.W.F. WIRE MESH, #6 GRID 8" COMPACTED CRUSHED GRAVEL BASE COMPACTED SUBGRADE MEDIUM BROOM FINISH PREMOLDED EXPANSION JOINT - FULL DEPTH OF JOINT, CUT BACK AS NECESSARY AFTER POUR FLEXIBLE SEALANT 12" BUILDING MAXIMUM 1.5% CROSS SLOPE ON ALL SIDEWALKS VARIES SEE PLAN CONCRETE WALKWAY WITH CONCRETE CURB X X X X X X 4" CONCRETE SIDEWALK 4,500 PSI WITH RATIO OF 0.45 AND AIR ENTRAINED #10x#10 W.W.F. WIRE MESH, #6 GRID 6" COMPACTED CRUSHED GRAVEL BASE COMPACTED SUBGRADE SEE VERTICAL GRANITE CURB DETAIL MEDIUM BROOM FINISH TRANSITION SECTION (STRAIGHT OR CURVED - SEE PLAN) FULL REVEAL (SEE GRADING PLAN) FLUSH WITH FINISHED PAVEMENT ALL JOINTS ARE TO BE GROUTED NOTE: SEE VERTICAL GRANITE CURB DETAIL FOR ADDITIONAL INFORMATION SEE PLAN 6" TRANSITION CURB DETAIL NOT TO SCALE GRANITE CURB JOINT BETWEEN TILES SEALANT COLOR TO MATCH TILE COLOR TACTILE WARNING TILE. (FULL WIDTH OF LEVEL LANDING)2' - 0"0.5'LENGTHS VARY TACTILE WARNING TILE. (FULL WIDTH OF LEVEL LANDING) JOINT BETWEEN TILES. SEALANT COLOR TO MATCH TILE COLOR FLANGES EMBEDDED INTO BITUMINOUS CONCRETE BITUMINOUS CONCRETE PAVEMENT TACTILE WARNING TILES NOT TO SCALE TACTILE TILE COLOR TO BE FEDERAL YELLOW NOT TO SCALE STOP SIGN7' - 0"2'6"6"3' - 0"(MIN.)5' - 0"(MIN.)8" CONCRETE SONOTUBE FOUNDATION 3" SLEEVE SET IN CONCRETE PIER, EXPOSED CONCRETE TO HAVE A BRUSH BLAST FINISH 2" GALVENIZED STEEL PLUG WELDED TO BASED PIPE SECTION (2 BOLTS) CHAMFERED EDGE BOLTED SLEEVE CONNECTION ( TWO BOLTS ) FOR REPLACEMENT OF SIGN POST BASE IF DAMAGED 3" SQUARE GALVANIZED STEEL TUBE COLUMN POST STOP SIGN R1-1 STEEL SIGN; BOLTED TO STEEL COLUMN IN TWO LOCATIONS; PAINT BOLTS TO MATCH SIGNSTOP SEAL NOT TO SCALE 4' - 0" MAX4' - 0"6"1' - 6" 4,000 PSI CONCRETE FOOTING 6" I.D. GALVANIZED STEEL PIPE FILLED WITH CONCRETE FINISH GRADE 6" BOLLARD COVER COORDINATE WITH OWNER FOR COLOR 2" WIDE WHITE OR RED REFLECTIVE TAPE ADA SIGN / CONCRETE FILLED BOLLARD WITH COVER SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES MAY BE REMOVED AT THE OWNERS EXPENSE PARKING HANDICAPPED VAN ACCESSIBLE 6' - 0"VAN ACCESSIBLE SIGN 3" SQUARE GALVANIZED STEEL TUBE COLUMN POST; TYPICAL AS NOTED ON C1.4 PARKING PLAN 12" X 18" STEEL SIGN; BOLTED TO STEEL COLUMN IN TWO LOCATIONS; PAINT BOLTS TO MATCH SIGN TEXT AS PER CODE 4' - 6"PAINTED SYMBOL OF ACCESIBILITY 4' - 6" SYMBOL TO BE PAINTED WHITE BACKGROUND TO BE PAINTED BLUE VERTICAL GRANITE CURB COMPACT FILL TO LIMIT OF EXCAVATION (2) NO. 3 REBAR COMPACT FILL TO LIMIT OF EXCAVATION BITUMINOUS CONCRETE BINDER COURSE BITUMINOUS CONCRETE SURFACE COURSE VERTICAL GRANITE CURB W/ 6" REVEAL COMPACT GRANULAR BASE LOAM AND SEED OR CONCRETE SIDEWALK VERTICAL GRANITE CURB NOT TO SCALE18"6" COMPACT FILL TO LIMIT OF EXCAVATION COMPACT FILL TO LIMIT OF EXCAVATION BITUMINOUS CONCRETE BINDER COURSE BITUMINOUS CONCRETE SURFACE COURSE VERTICAL GRANITE CURB COMPACT GRANULAR BASE LOAM AND SEED OR HMA SIDEWALK FLUSH GRANITE CURB18"6" NOT TO SCALE PERMITTING PLAN SET (NOT FOR CONSTRUCTION) CONCRETE FILLED BOLLARD (TRASH ENCLOSURE)4' - 0" MAX4' - 0"6"1' - 6" 4,000 PSI CONCRETE FOOTING 6" I.D. GALVANIZED STEEL PIPE FILLED WITH CONCRETE GALVANIZED STEEL CAP INSTALL STAINLESS STEEL (TYPE 316 WITH #4 FINISH) FINISH GRADE NOT TO SCALE DUMPSTER PAD DETAILXXXXPAVEMENT 12" THICK PROCESSED GRAVEL BASE COURSE (COMPACTED 95% DRY DENSITY AASHTO TEST METHOD C) (M1.03.1) COMPACTED SUBGRADE DUMPSTER PAD NOTES: 1.ALL CONCRETE SHALL BE 4000PSI WITH MAXIMUM WATER CONTENT RATIO OF 0.45 AND AIR ENTRAINMENT. 2.CONTRACTOR SHALL TAKE GREAT CARE WHEN INSTALLING ADJACENT TO LEACH FIELD. CONTRACTOR SHALL NOT DAMAGE LEACH FIELD.6"3 4" CHAMFER 12" (MIN.) 3" COVER #4 REBAR 12" O.C.E.W. DUMPSTER PAD ENCLOSURE DETAIL NOT TO SCALE CARDBOARD TRASH 15' - 0"18' - 0" SAWCUT CONTRACTION JOINT SEE LANDSCAPE DRAWINGS FOR FENCE AND GATE DETAILS (4) 6" DIA. X 48" H. GALVANIZED STEEL BOLLARD FILLED W/CONCRETE. SEE "CONCRETE FILLED BOLLARD" DETAIL FOR INSTALLATION. 6" ON SIDES (TYP.)1' - 6"NOT TO SCALE NOT TO SCALE SEE LANDSCAPE GATE DETAILS NOT TO SCALE SPEED BUMP DETAIL 1.5" BITUMINOUS SURFACE COURSE CLASS 1, TYPE I-1 2" BITUMINOUS BINDER COURSE CLASS 1, TYPE I-1 12" PROCESSED GRAVEL BASE COURSE (COMPACTED 95% DRY DENSITY AASHTO TEST METHOD C) (MASS. SPEC. M1.03.1) COMPACT SUBGRADE 12" 2" SPEED PUMP NEW MULTI-FAMILYRESIDENTIAL AND RETAIL PROJECT201 MAIN STHYANNIS, MAC18786.01SITE DETAILSSHEET 1C501 9 12 N.T.S. 07-17-2023 C1878601-CIV-DET.dwg WGM DAV / DBR008-18-2023RESPONSE TO DPW / ENGINEERING COMMENTSWGMLIMIT OF EXCAVATION UTILITY TRENCH NOT TO SCALE BEDDING MATERIALS SEWER 3 4" CRUSHED STONE (PER M2.01.0) WATER SAND BORROW, TYPE B (PER M1.04.0) DRAIN GRAVEL BORROW, TYPE D (PER M1.03.0) COMMON FILL- COMPACT TO 95% MAX. DRY DENSITY UNDER PAVEMENT & 90% MAX. DRY DENSITY ELSEWHERE CLEAN SAND FILL PLACED & TAMPED BY HAND UNDISTURBED SUB GRADE BEDDING VARIES BY UTILITY (SEE TABLE) FINISH GRADE DEPTH AT TOWN AND CODE REQUIREMENTS 12"12" TYP.12" TYP. 12 PIPE DIA HAUNCHING AREA SCH 40 PVC PIPE SEPTIC/SEWER AND ELECTRICAL CONDUIT LOAM AND SEED AS SPECIFIED BITUMINOUS CONCRETE PAVEMENT (SEE DETAIL) 08/18/2023 Coastal Engineering Co., Inc. c 2023PROJECT NO. OF SHEETS DRAWN BY DRAWING FILE CHECKED BY DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYG:\C18\C18786.02 - Grander Capital Partners, LLC - CIV\CAD\WIP\C1878601-CIV-DET.dwg 8/17/2023 4:31 PMPRECAST CONCRETE CATCH BASIN (CB) (H-20) FLEXIBLE BUTYL RUBBER SEALANT (TYP.) KNOCKOUT'S TO BE MORTARED WITH HYDRAULIC CEMENT 24" SQUARE CAST IRON FRAME AND GRATE (H-20) 64 OPENINGS @ 2-1/4" SQUARE 8" HIGH FRAME TO FINISH GRADE (TO BE SET IN FULL BED OF MORTAR) CONCRETE COLLAR SET IN MORTAR MAY BE USED FOR GRADE ADJUSTMENTS SEE PAVING DETAIL 12" HDPE ADS N-12 PIPE S = 1% MIN. 1.ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60. SEE TABLE 1 FOR STEEL REINFORCEMENT REQUIREMENT. 2.STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS) 3.CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS". 4.MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS. FOR HIGHWAYS AND BRIDGES. 5.PIPE TO CATCH BASIN CONNECTIONS SHALL BE MADE WITH NON-SHRINK GROUT OR HYDRAULIC CEMENT. 6.ONE POUR MONOLITHIC BASE SECTION. 7.ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW-CUTTING AND/OR CORING ONLY. NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED. 8.RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD SPECS. FOR HIGHWAY AND BRIDGES. 9.FILTER FABRIC SHALL BE SET UNDER CATCH BASIN GRATES TO PREVENT SILTATION TO THE BASINS UNTIL SITE HAS BEEN STABILIZED. PRECAST CONCRETE NOTES: NOT TO SCALE 1.CONTRACTOR TO CONTACT ENGINEER FOR INSPECTION OF SOIL IN BOTTOM OF HOLE PRIOR TO SETTING DRAINAGE STONE/COMPONENTS. 2.CONTRACTOR TO CONTACT ENGINEER FOR INSPECTION OF INSTALLED SYSTEM PRIOR TO BACKFILL. INSPECTION NOTE: 5' PRECAST CONCRETE MANHOLE (DMH) (H-20) FLEXIBLE BUTYL RUBBER SEALANT (TYP.) COMPACTED SUBGRADE BASE WITH 6" LAYER OF CRUSHED STONE ON TOP KNOCKOUT'S TO BE MORTARED WITH HYDRAULIC CEMENT (TYP.) CONCRETE COLLAR SET IN MORTAR MAY BE USED FOR GRADE ADJUSTMENTS SEE PAVING DETAIL MIN 1% 12" HDPE ADS N-12 PIPE S = 1% MIN. NOT TO SCALE 12" HDPE ADS N-12 PIPE S = 1% MIN. 24" CAST IRON FRAME AND COVER (H-20) 8" HIGH FRAME TO FINISH GRADE (TO BE SET IN FULL BED OF MORTAR) 12" HDPE ADS N-12 PIPE S = 1% MIN. SEE UTILITY TRENCH DETAIL FOR BEDDING SEE UTILITY TRENCH DETAIL FOR BEDDING 8' - 0" (TYP.)VARIES (SEE PLANVIEW)1' - 0"7' - 8"6" SCH 40 PVC PIPE FROM ROOF DRYWELLS (MIN SLOPE = 1%) FILTER FABRIC MIRAFI 140N 3 4" TO 1 12" DOUBLE WASHED STONE SET LEACHING BASIN INTO SAND LAYER FINISH GRADE NOT TO SCALE SIDE VIEW OF STORMWATER RECHARGE BASINS (SRB) (H-20) PRECAST CONCRETE RISERS FULLY MORTARED 12' - 0"48' - 0" 4' - 0"8' - 0" (TYP.) 2' - 0" SRB-B PLAN VIEWS OF STORMWATER RECHARGE BASINS (H-20) SEE DRAINAGE SCHEDULE FOR DEPTHS NOT TO SCALE 3/4" - 1-1/2" DOUBLE WASHED CRUSHED STONE (TYP. FOR ALL DRAINAGE RECHARGE BASINS) 8' DIA. X 6.67' HIGH PRECAST CONCRETE LEACHING BASIN (H-20) (ACME SHOREY MODEL #LP862 OR APPROVED SIMILAR) NOT TO SCALE DOWN SPOUT BOOT DETAIL DOWNSPOUT AND BOOT BY OTHERS SEE ARCHITECTURAL DRAWINGS FINISH GRADE FLOW TO 10" HDPE ADS N-12 ROOF DRAIN COLLECTOR PIPE 10" SHC 40 PVC ROOF DRAIN PIPE 10"24" DIAMETER HEAVY DUTY MARKED "DRAIN" CAST IRON FRAME AND COVER (H-20) 8" HIGH FRAME TO FINISH GRADE (TO BE SET IN FULL BED OF MORTAR)20' - 0"40' - 0" 4' - 0"8' - 0" (TYP.) 2' - 0" 3/4" - 1-1/2" DOUBLE WASHED CRUSHED STONE (TYP. FOR ALL DRAINAGE RECHARGE BASINS) 8' DIA. X 6.67' HIGH PRECAST CONCRETE LEACHING BASIN (H-20) (ACME SHOREY MODEL #LP862 OR APPROVED SIMILAR) SRB- A1 STORMWATER RECHARGE BASIN ELEVATION SCHEDULE STRUCTURE BOT. OF STONE EL.BOT. OF STRC EL.INV. IN EL.TOP OF STRUCTURE EL.RIM EL. SRB-A1 24.03 25.03 29.95 31.70 FINISH GRADE SRB-A2 21.53 22.53 27.45 29.20 FINISH GRADE SRB-B 21.32 22.32 27.24 28.99 FINISH GRADE SRB-C 23.58 24.58 29.50 31.25 FINISH GRADE SRB- A2 FILTER FABRIC MIRAFI 140N PRECAST CONCRETE RISERS FULLY MORTARED COMPACTED SUBGRADE BASE WITH 6" LAYER OF CRUSHED STONE ON TOP DOUBLE CATCH BASIN TOP VIEW SIDE VIEW PRECAST CONCRETE DOUBLE GRATE CATCH BASIN (H-20) NOT TO SCALE TWO (2) 24" SQUARE CAST IRON FRAME AND GRATES (H-20) 64 OPENINGS @ 2-1/4" ADJUST FRAME AND GRATES TO FINISH GRADE WITH BRICK COURSES AS REQUIRED 4' SUMPBUTYL JOINT SEALANT TOTAL WIDTH OF WALL AND PIPE OPENINGS (TYP.) TOP SLAB 24" x 48" OPENING ONE GRATE ABOVE INLET PIPE CENTERED UNDER ONE GRATE KNOCKOUT'S TO BE MORTARED WITH HYDRAULIC CEMENT 12" HDPE ADS N-12 PIPE S = 1% MIN. SEE UTILITY TRENCH DETAIL FOR BEDDING18"PRECAST CONCRETE RISERS MIN 1%NEW MULTI-FAMILYRESIDENTIAL AND RETAIL PROJECT201 MAIN STHYANNIS, MAC18786.01SITE DETAILSSHEET 2C502 10 12 N.T.S. 07-17-2023 C1878601-CIV-DET.dwg WGM DAV / DBR008-18-2023RESPONSE TO DPW / ENGINEERING COMMENTSWGM20' - 0"32' - 0" 4' - 0" 8' - 0" (TYP.) 2' - 0" 3/4" - 1-1/2" DOUBLE WASHED CRUSHED STONE (TYP. FOR ALL DRAINAGE RECHARGE BASINS) 8' DIA. X 6.67' HIGH PRECAST CONCRETE LEACHING BASIN (H-20) (ACME SHOREY MODEL #LP862 OR APPROVED SIMILAR) BRICKS SET IN MORTAR MAY BE USED FOR GRADE ADJUSTMENTS SEE PAVING DETAIL MIN 1% COMPACTED SUBGRADE BASE WITH 6" LAYER OF CRUSHED STONE ON TOP PERMITTING PLAN SET (NOT FOR CONSTRUCTION)6' - 8"TOP OF PIPE TO HAVE A 1" PERFORATION (PRESSURE RELIEF) TOP OF PIPE TO HAVE A 1" PERFORATION (PRESSURE RELIEF) LIQUID LEVEL 1,000 GALLON (H-20) GREASE TRAP WITH SANITARY TEES GAS BAFFLE USE 'TUF-TITE' OR APPROVED EQUIVALENT 31.67 FLEXIBLE BUTYL RUBBER SEALANT 1,000 GAL. GREASE TRAP (H-20) 31.50 I.D. - 8' - 0"L x 4' - 3"W x 5' - 0"H O.D. - 9' - 0"L x 5' - 3"W x 6' - 0"H COMPACTED BASE WITH 6" LAYER OF CRUSHED STONE SUBGRADE 4" CAST IRON PIPE TEE TO BE SUPPORTED USING GALVANIZED STEEL ANCHOR STRAPS (TYP.) FINISH GRADE 24" HEAVY DUTY CAST IRON FRAMES AND SEAL-TITE COVERS TO FINISH GRADE STAMPED "SEWER" (TYP.) 33.00 KNOCKOUT'S TO BE GROUTED WITH HYDRAULIC CEMENT FLOWFROM BUILDING8" DIA. FLOW CHANNEL BRICKS LAID FLAT AT A SLOPE OF 1" PER FOOT TOWARDS THE FLOW CHANNEL FLOW TO MUNICIPAL SEWER NETWORK FLOW FROM GREASE TRAP DROP INLET WITH VERTICAL "T" (TYP.)90°'9 0 ° ' 6" CRUSHED STONE FLOW CHANNEL DEPTH EQUAL TO 6" PIPE DIAMETER 4' DIA. 5" 6" BRICKS LAID FLAT AT A SLOPE OF .1" PER FOOT LOWER ARM TO TERMINATE WITH A 90° ELBOW INTO MANHOLE FLOW CHANNEL 8" DIA. SDR PVC TEE ADJUST TO GRADE WITH BRICK COURSES AS REQUIRED INV. IN EL.= 31.00'± (BOTH) 32.00 TO GREASE TRAP TO SEWER MANHOLE SEWER MANHOLE (H-20) INV. OUT EL.= 28.00'± (TO TOWN SEWER) CONTRACTOR TO VERIFY SEWER MANHOLE INVERT ELEVATIONS. DISCREPANCIES TO BE REPORTED TO DESIGN ENGINEER. TOWN SEWER MANHOLE INV. IN EL.= 26.87'± (V.I.F.) DRAINAGE STRUCTURE ELEVATION SCHEDULE STRUCTURE SUMP EL.INV. IN EL.INV. OUT EL.RIM EL.DESCRIPTION CB-1 26.25 -30.25 33.75 CATCH BASIN - 1 (DOUBLE GRATE) CB-2 27.25 -31.25 34.75 CATCH BASIN - 2 DMH-1 26.86 30.86 30.76 34.75 DRAINAGE MANHOLE - 1 CB-3 26.00 -30.00 33.50 CATCH BASIN - 3 DMH-2 25.86 29.86 29.76 33.50 DRAINAGE MANHOLE - 2 CB-4 25.00 -29.00 32.50 CATCH BASIN - 4 DMH-3 24.86 28.86 28.76 32.50 DRAINAGE MANHOLE - 3 CB-5 23.90 -27.90 31.40 CATCH BASIN - 5 (DOUBLE GRATE) STC-1 24.73 28.73 28.63 32.37 HYDRODYNAMIC SEPERATOR - 1 DMH-5 23.76 27.76 27.66 31.40 DRAINAGE MANHOLE - 5 CB-5 24.50 -28.50 32.00 CATCH BASIN - 6 14' - 0"56' - 0" 4' - 0"8' - 0" (TYP.) 3' - 0" SRB-C 3/4" - 1-1/2" DOUBLE WASHED CRUSHED STONE (TYP. FOR ALL DRAINAGE RECHARGE BASINS) 8' DIA. X 6.67' HIGH PRECAST CONCRETE LEACHING BASIN (H-20) (ACME SHOREY MODEL #LP862 OR APPROVED SIMILAR)5' - 8"NOT TO SCALE CLEANOUT 10" ADS N-12 FEMALE ADAPTER SOC x FPT 10" ADS N-12 SQUARE HEAD CLEANOUT PLUG MPT 10" ADS N-12 PIPE (LENGTH VARIES) 10" ADS N-12 45° ELBOW 10" ADS N-12 WYE10" ADS N-12 FEMALE ADAPTER SOC x FPT 10" ADS N-12 SQUARE HEAD CLEANOUT PLUG MPT SECTION THRU CHAMBER 8" INLET COVER AND GRATE OUTLET SUIT FINISHED GRADE GRADE ADJUSTERS TO PLAN VIEW INLET OUTLET 4"Ø OIL PORT SEE NOTE 2 IF REQUIRED * * * 12"Ø INLET DOWN PIPE (REMOVABLE) PVC PIPE MIN.15" HIGH W/ 4" CAP 4"Ø OUTLET RISER PIPE 4"Ø OUTLET RISER PIPE NOT TO SCALE PRECAST CONCRETE HYDRODYNAMIC OIL/GRIT SEPARATOR (450 GALLON) INSERT TEE HERE (TEE OPENING TO FACE SIDE WALL) NOTE: SUITABLE MANUFACTURERS OF HYDRODYNAMIC SEPARATOR INCLUDE: HYDRODYNAMIC SEPARATOR (STC-450), HYDRO INTERNATIONAL FIRST DEFENSE-HIGH CAPACITY, OLD CASTLE CIRCULAR DUAL VORTEX SEPARATOR. COMPACTED 6" CRUSHED STONE 4' - 0" I.D. 5" MIN 6" MIN 4' SUMP BASE (HEIGHT VARIES) AS NEEDED RISER 4' - 0" I.D. 5" MIN 6" MIN 4' SUMP 24" MIN1' - 0" FLAT TOP BASE (HEIGHT VARIES) AS NEEDED RISER 4' - 10" O.D. 6" MIN 5" MIN BASESECTIONRISER SECTION(OPTIONAL8" MIN 4' - 0" I.D. 24" MIN 1' - 0" FLAT TOP 12" DROP: 2" MIN. 3" MAX. 21" 4'-0" LIQUID DEPTH 9" MIN 36" MAXVARIES TO MATCH GRADE60" MIN.9"48''Ø 8" 5" 24" 6''17"18"16"5" 8" 24" MIN. 08/18/2023 GMGMFOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGGG G G G G G G G G GGGGG G GGGGGGGGGGGG GGGGGGGGGGGGW W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W W GM0.93'S S S S S S S S S S S S S S S S S S S S S S SSSSSSSS SSSSSSSSSSSSSSSWW31323333 3 4 34 33 353535 353535 35 3535 34PBTELMMDSSWVWVDYHGVWVWVEDGVWVWV GVWVS STELTV PROPOSED SUPPORTCOLUMN (TYP.)GGGPROPOSEDSTAIRWELLSWVWVGV ONE WAYONE WAY DO NOT ENTERAREA78,065± SF.(1.79± AC.)DDDDDDDDDDDDDDDDDDDDDDDDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDDDDDDDSS SE.V.E.V.E.V.E.V.E.V.E.V.SSRDRDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRDVAN VAN VANSSD35 353535 353535 35D3 3 3 4 3 2 32 333434 333232 3 1 34 DDDD34.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.9BBBBABBPLANTING NOTES:1.DURING CONSTRUCTION, PROTECT ALL EXISTING SITE FEATURES, STRUCTURES AND UTILITIES.2.PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY GROWN IN ACCORDANCEWITH THE AMERICAN STANDARD FOR NURSERY STOCK UNDER CLIMATIC CONDITIONS SIMILAR TOTHOSE IN THE LOCALITY OF THE PROJECT. SUBSTITUTIONS WILL BE PERMITTED ONLY IF APPROVEDBY THE LANDSCAPE ARCHITECT.3.LANDSCAPE ARCHITECT APPROVAL IS REQUIRED BEFORE PLANT MATERIAL IS PURCHASED.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SEE ALL MATERIAL IN PERSON AT THE NURSERY. IFTRAVEL OUTSIDE OF MA IS REQUIRED, LANDSCAPE ARCHITECT'S TRAVEL COSTS SHALL BE PAID FORBY THE CONTRACTOR.4.ALL EXPOSED BURLAP, WIRE BASKETS AND OTHER MATERIALS ATTACHED TO PLANTS SHALL BEREMOVED PRIOR TO PLANTING. CARE SHALL BE TAKEN NOT TO DISTURB THE ROOT BALL OF PLANTS.5.THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING.6.WHERE DISCREPANCIES IN QUANTITIES OCCUR, DRAWINGS SUPERCEDE PLANT NOTES ANDSCHEDULE.7. TRANSPLANTING SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERYSTOCK.8.LOAM USED IN PLANT BEDS SHALL BE UNIFORM IN COMPOSITION, FREE FROM SUBSOIL, STONESLARGER THAN 1”, NOXIOUS SEEDS AND SUITABLE FOR THE SUPPORT OF VEGETATIVE GROWTH. THEpH VALUE SHALL BE BETWEEN 5.5 AND 6.5.9.MULCH IN TREE AND SHRUB BEDS SHALL BE NATURAL, NATIVE HEMLOCK MULCH FREE OF GROWTHOR GERMINATION INHIBITING INGREDIENTS. SUBMIT SAMPLES FOR APPROVAL.10.LOCATIONS FOR PLANTS AND/OR OUTLINE OF AREAS TO BE PLANTED ARE TO BE STAKED OUT ATTHE SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT.11. SOIL DEPTHS: a.) SHRUBS AND PERENNIAL BEDS: 18" MIN.; b.) GROUNDCOVER: 6" MIN.; c.) TREES:SEE DETAIL; d.) SOD/SEED: 6"MIN.12.PROVIDE A SUBSURFACE ROOTBALL ANCHOR BY PLATIPUS EARTH ANCHORS, SIZE FOR CALIPER1PLANTING PLANSCALE: 1" = 20'-0"NOT FOR CONSTRUCTION0204010SCALE IN FEETSYMBOLLATIN NAMECOMMON NAMESIZENOTESSHADE TREESARACER RUBRUMRED MAPLE3"-3.5" CAL.B&B, 6' CLEAR BRANCHINGQCQUERCUS COCCINEASCARLET OAK3"-3.5" CAL.B&B, 6' CLEAR BRANCHINGNSNYSSA SYLVATICABLACK TUPELO3"-3.5" CAL.B&B, 6' CLEAR BRANCHINGCFCORNUS FLORIDAFLOWERING DOGWOODB&B, SPECIMENORNAMENTAL TREESAMELANCHIER ARBOREA6-7' TALLB&B, MULTI-STEMSERVICEBERRY3"-3.5" CAL.AAQTY.74455PLANT SCHEDULESHRUBSMYRICA PENSYLVANICABAYBERRY48" O.C. B&BMP5 GAL53ILEX GLABRAINKBERRY48" O.C. B&BIG7 GAL21CORNUS SERICEARED-OSIER DOGWOOD48" O.C. B&BCS7 GAL17CLETHRA ALNIFOLIASWEET PEPPERBUSH48" O.C. B&BCA7 GAL26GRASSES & PERENNIALSARCTOSTAPHYLOS UVA-URSIBEARBERRY18" O.C. CONTAINERAU1 GAL261COMPTONIA PEREGRINASWEET FERN18" O.C. CONTAINERCP1 GAL139LUPINUS PERENNISLUPINE18" O.C. CONTAINERLP1 GAL61VACCINIUM PALLIDUMLOWBUSH BLUEBERRY18" O.C. CONTAINERVP1 GAL100SCHIZACHARIUM SCOPARIUMLITTLE BLUESTEM30" O.C. CONTAINERSS1 GAL112DENNSTAEDTIA PUNCTILOBULAHAY-SCENTED FERNDP60ASTER NOVIAE 'ANGLIAE'1 GAL18" O.C. CONTAINERNEW ENGLAND ASTERAN6818" O.C. CONTAINER1 GALSYMBOLPANICUM VIRGATUMSWITCH GRASS30" O.C. CONTAINERPV1 GAL72QPQUERCUS PALUSTRISPIN OAK3"-3.5" CAL.B&B, 6' CLEAR BRANCHING12QBQUERCUS BICOLORSWAMP WHITE OAK3"-3.5" CAL.B&B, 6' CLEAR BRANCHING2QVQUERCUS VELUTINABLACK OAK3"-3.5" CAL.B&B, 6' CLEAR BRANCHING6DRAWN:CHECKED:REV. NO.DATEDESCRIPTIONSTAMPSHEETOFplot date:MICHAEL D'ANGELOLANDSCAPE ARCHITECTURE LLC840 SUMMER STREETSUITE 201ABOSTON, MA 02127t. 203.592.4788www.m-d-l-a.com201 MAIN STREET HYANNIS, MASCALE:DATE:AS NOTED07/21/23NOT FORCONSTRUCTIONPERMIT SET5/2617/212MDAAPERMIT SETM A I N S T R E E T S C H O O L S T R E E TY A R M O U T HR O A DL1001PLANTING PLAN6CONCRETE WALKWAY W/ SAWN +EXPANSION JOINTS, TYP.6'X8' GRAY PAINTED CEDAR PANELSWITH 6" VERTICAL BOARDS. 6"X6"POSTS 2" ABOVE TOP RAIL WITH CAPECOD CAP. CENTER POST INSERT OFGALVANIZED STEELMESH BLACK DOG FENCE20 LP6 QVPROPOSED 4-STORYBUILDINGBLACK PAINTED METALBIKE RACK, TYP.LAWNLAWNLAWN55 AU5 QC1 AA55 AU1 AA100 AU1 AALAWN, TYP.DECIDUOUS TREEPLANTING, TYP.L3003L30046' HT. WOOD FENCE, TYP.ALL VEHICULAR PAVINGAND MARKINGS BY CIVIL2 QB23 SS1 NSLAWN LAWN10 CS139 CPCOUNTER WITH GRILL, TYP.PERMEABLE CONCRETE PAVERS6' HT. WOOD FENCE3 CF34 AN51 AUMOVABLE FURNITUREBY OWNER, TYP.PERMEABLECONCRETE PAVERS2 MP10 VP34 ANTRANSFORMER+ BOLLARDS,SEE CIVIL PLANS1 CFSYNTHETIC TURF60 DP7 IGWOOD BENCH ONCONCRETE PADPROPOSEDASPHALT WALKWAY18 PVREINSTALL EXISTINGHYANNIS SIGN, SEECIVIL DRAWINGSGAMES BY OWNER, TYP.56 SSSECOND FLOOR OVERHEAD, SEEARCHITECTURE DRAWINGS, TYP.SYNTHETIC TURF DOG RUN7 CA55 VP3 NSLAWNPROPERTY LINESYMBOLDESCRIPTIONLEGENDEJ PRECAST PAVERSCONCRETE PAVEMENTW/ SAWN + EXPANSION JOINTSMETAL (GUEST) BIKE RACKTYPICALTYPSYNTHETIC TURFLAWNASPHALT WALKWAYBPARKING LOT LIGHT,SEE LIGHTING PLAN,TYP.32 MP36 PVLAWN8 CA2 AATABLE &CHAIRS,TYP.ACORN LIGHTBLACK PAINTEDMETAL BIKE RACK,TYP.11 CA33 SS7 AR19 MP35 VP14 LP12 QP7 CSLANDSCAPE BOLLARD, SEE LIGHTINGPLAN, TYP.14 IGPROPOSED PAIDPARKING SIGN +QR CODE SIGN,SEE CIVILDRAWINGS27 LP18 PV GMGMFOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGGG G G G G G G G G GGGGG G GGGGGGGGGGGG GGGGGGGGGGGGW W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W W GM0.93'S S S S S S S S S S S S S S S S S S S S S S SSSSSSSS SSSSSSSSSSSSSSSWW31323333 3 4 34 33 353535 353535 35 3535 34PBTELMMDSSWVWVDYHGVWVWVEDGVWVWV GVWVS STELTV PROPOSED SUPPORTCOLUMN (TYP.)GGGPROPOSEDSTAIRWELLSWVWVGV ONE WAYONE WAY DO NOT ENTERAREA78,065± SF.(1.79± AC.)x35.231.9++32.4+33.6+32.631.8+31.4++35.7+35.4 34.5+33.5+32.5+34.5+33.5+32.5+32.3+35.4+TC 34.9+BC 34.4+BC 34.1++HP 34.7+TC 36.0+BC 35.5DDDDDExWs-1TC 34.6++BC 35.3+TC 35.8BC 34.5+TC 35.0++TC 35.7+BC 35.2 35.5++35.8ExWs-2ExWs-3POA 3Tc = 6 MINTc = 6 MINTc = 6 MIN602602602602DDDDDDDDDDDDDDDDDDDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDDDDDDDSS SE.V.E.V.E.V.E.V.E.V.E.V.SSRDRDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRDVAN VAN VANSSDBENCHMARK-BOLT BY "OPEN"EL.=37.92 (N.A.V.D. 1988)35 353535 353535 35SEE SHEET C104FOR ADA GRADINGDETAILSSEE SHEET C104FOR ADA GRADINGDETAILSDSEE SHEET C104FOR FINE GRADINGDETAILSSEE SHEET C104FOR FINE GRADINGDETAILSSEE SHEET C104FOR FINE GRADINGDETAILS3 3 3 4 3 2 32 333434 333232 3 1 34 DDDD+35.56 35.36++35.36 35.16+35.69+35.58+35.52+TCFC+35.59 +35.48 +35.42+35.07 34.87+35.82+35.71++35.2135.36+35.46+35.71+35.82+1:12 MAXTCFCPCC+35.90 35.70+35.70++35.40+35.40 +35.9035.70++35.40 TCFC35.70++35.40 FC FCFCFCTCPCCGRADING NOT TOEXCEED 1.5% IN ANYDIRECTION WITHINADA PARKING GRADING NOT TOEXCEED 1.5% IN ANYDIRECTION WITHINADA PARKING+35.36+35.73x35.23+35.22x35.2235.19x35.19x35.20x +35.26 +35.821:12 MAX +35.67x35.17+35.77 +35.74x35.14 +35.67x35.17+35.78 +35.74x35.07+35.90 +35.45x35.95+35.51+35.90 +35.69x35.19+35.80 +35.60x35.10+35.71 +35.54x35.04+35.65 +35.44x34.94+35.55 +35.29x34.89+35.41PCCPCCPCCPCCTC+35.76 TCFC 35.32+34.82x35.43+34.58+34.58x34.68++34.41x34.41+34.95x34.45+35.034.45x34.95+35.04+34.44x34.94+35.03+34.32x34.82+34.91+x34.35+34.66+34.76+34.40+34.35+34.4534.51x34.51+34.61+34.49x34.49+34.59+34.38x34.78+34.88+34.28x34.78+34.88+x34.51+34.51+34.6134.72+HP +34.72HP1:12 MAX1:12 MAX 1:12 MAX1:12 MAXTC FC TCFC TCFC TCPCCPCCPCCPCCPCC TCTCPROPOSED 4-STORYAPARTMENT BUILDINGF.F.E. = 35.90RESIDENTIAL AREA = 91,600 S.F.RETAIL AREA = 1,500 S.F.TOTAL AREA = 93,100 S.F.+35.90 POA 2POA 134.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.934.634.534.134.535.433.330.434.534.534.9BBBBWL3MH: 15.000 WL3 MH: 1 5 . 0 0 0 WL3 MH: 15 . 0 0 0 WL3 MH: 15 . 0 0 0 WL3 MH: 15 . 0 0 0 WL3 MH: 15 . 0 0 0 WL3 MH: 15 . 0 0 0 WL3 MH: 15 . 0 0 0 WL2 MH: 14 . 0 0 0 GL1MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 GL1 MH: 1 1 . 0 0 0 PL1MH: 14.000GL2MH: 11.000GL2MH: 11.000GL2MH: 11.000 GL2MH: 11.000GL2MH: 11.000GL2MH: 11.000 GL2MH: 11.000GL2MH: 11.000GL2MH: 11.000 SL4MH: 15.000 BL1 MH: 3 . 0 0 0 BL1MH: 3.000BL1MH: 3.000BL1MH: 3.000BL1MH: 3.000BL1MH: 3.000 SL4MH: 15.000 SL4MH: 15.000SL4MH: 15.000SL4MH: 15.000 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 BL1 MH: 3 . 0 0 0 SL4MH: 15.000 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.0 0.0 0.7 0.6 0.3 0.2 0.0 0.6 4.9 1.5 0.5 0.3 0.0 93.6 13.2 2.1 0.6 0.3 0.0 11.1 6.5 1.6 0.5 0.3 0.0 0.0 1.0 1.7 0.8 0.4 0.3 0.0 0.0 0.3 0.7 0.5 0.3 0.0 0.0 0.9 0.8 0.5 0.3 0.0 2.1 5.2 1.5 0.5 0.3 0.0 87.7 11.4 1.9 0.6 0.3 0.0 0.0 9.4 5.2 1.3 0.5 0.3 0.0 0.0 1.0 1.4 0.7 0.4 0.3 0.0 0.0 0.2 0.5 0.4 0.3 0.0 0.0 0.1 0.3 0.3 0.2 0.0 0.1 0.3 0.3 0.3 0.2 0.0 0.0 0.9 1.2 0.5 0.3 0.2 0.0 0.0 12.5 3.0 0.8 0.3 0.2 0.0 0.3 26.4 3.8 0.9 0.4 0.0 0.5 5.8 2.0 0.6 0.3 0.0 0.1 1.1 0.8 0.4 0.3 0.0 0.0 0.1 0.4 0.4 0.3 0.2 0.0 0.0 0.1 0.3 0.3 0.3 0.2 0.0 0.0 0.7 0.7 0.4 0.3 0.2 0.0 0.9 4.6 1.4 0.5 0.3 0.0 90.9 11.9 2.0 0.6 0.3 0.0 0.0 12.1 6.1 1.5 0.5 0.3 0.0 0.0 1.2 1.8 0.9 0.4 0.3 0.0 0.0 0.8 1.0 0.6 0.4 0.3 0.0 0.5 4.4 1.5 0.6 0.3 0.0 86.1 12.7 2.1 0.6 0.3 0.0 0.0 13.8 7.0 1.6 0.5 0.3 0.0 0.0 1.2 1.8 0.8 0.4 0.3 0.0 0.0 0.2 0.6 0.4 0.3 0.2 0.0 0.0 0.1 0.3 0.3 0.2 0.2 0.0 0.0 0.2 0.3 0.3 0.2 0.0 0.0 0.3 0.9 0.5 0.3 0.2 0.0 0.0 7.4 3.0 0.9 0.4 0.3 0.0 0.0 37.3 5.0 1.1 0.4 0.3 0.0 0.1 10.3 3.2 0.9 0.4 0.3 0.0 0.2 2.6 1.7 0.7 0.4 0.3 0.0 0.0 7.6 4.7 1.5 0.6 0.4 0.0 0.0 56.3 7.9 1.6 0.6 0.4 0.0 0.0 9.2 4.1 1.2 0.5 0.3 0.0 0.0 2.2 1.9 0.9 0.5 0.3 0.0 2.0 7.1 2.1 0.8 0.4 0.3 0.1 0.1 0.0 0.0 87.6 13.2 2.3 0.7 0.4 0.1 0.1 0.0 4.9 1.4 0.5 0.3 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.2 0.1 0.1 0.0 0.1 0.3 0.1 0.1 0.0 0.3 0.9 0.1 0.1 6.6 0.1 0.0 40.7 0.1 0.0 0.1 11.2 0.1 0.0 0.1 1.9 0.1 0.1 0.0 0.3 1.4 0.1 0.0 8.5 0.1 0.0 44.0 0.1 0.0 0.1 9.7 0.1 0.0 0.1 2.0 0.1 0.1 0.00.3 1.9 0.1 0.1 0.011.1 4.6 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.046.4 0.5 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.1 8.1 0.9 0.8 0.8 0.8 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.00.1 1.7 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.9 1.2 1.3 1.0 0.7 0.6 0.6 0.7 0.5 0.30.3 1.9 0.7 0.7 0.9 1.2 1.7 2.1 2.0 1.7 1.3 1.1 1.3 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.014.5 5.2 2.4 2.5 2.4 2.1 1.7 1.6 1.4 1.6 1.5 1.4 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.046.7 7.2 2.3 2.4 2.4 2.3 1.9 1.3 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.00.1 6.7 1.6 1.3 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.3 0.20.1 1.5 1.4 1.0 0.9 1.0 0.8 0.60.3 2.0 1.0 1.1 1.1 1.2 1.119.3 6.0 0.7 0.8 0.8 0.944.2 7.3 0.4 0.5 0.5 0.5 0.65.2 2.9 0.4 0.4 0.5 0.5 0.6 0.3 0.3 0.3 0.4 0.40.0 0.7 0.3 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.30.0 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.20.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.7 1.1 1.00.0 0.0 0.1 0.1 0.1 0.1 0.1 1.6 0.9 0.70.0 0.0 0.2 0.2 0.2 0.2 0.2 1.4 0.7 0.50.0 0.2 0.2 0.3 0.3 0.3 0.3 2.2 1.1 0.6 0.40.0 0.4 0.4 0.4 0.4 0.4 1.9 1.1 0.6 0.40.0 0.6 0.7 0.7 0.7 0.7 1.8 1.1 0.60.0 0.9 1.0 1.1 1.1 1.0 2.1 1.4 0.70.0 0.2 1.3 1.5 1.6 1.6 1.6 2.3 1.5 0.90.0 1.3 1.8 2.2 2.4 2.4 2.3 3.2 2.4 1.7 1.115.7 1.0 1.5 2.2 2.9 3.3 3.1 2.9 3.6 2.6 1.9 1.311.0 2.0 0.5 0.2 0.9 1.5 2.4 3.2 2.8 2.0 3.8 2.9 2.2 1.70.9 1.5 2.3 2.8 2.1 0.7 3.8 3.0 2.50.0 0.0 0.0 0.9 1.5 2.4 3.2 2.6 1.8 3.6 2.7 2.20.0 1.0 1.6 2.2 3.0 3.3 3.0 3.3 2.7 2.0 1.20.0 0.0 0.9 1.3 1.8 2.3 2.5 2.5 2.4 2.3 1.6 1.0 0.60.5 0.7 1.1 1.4 1.6 1.7 1.7 1.6 1.5 1.2 0.9 0.8 0.7 2.6 1.9 1.7 1.1 0.6 0.31.1 1.1 1.1 1.0 0.8 0.6 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.9 2.6 2.0 1.3 1.0 0.7 0.30.5 0.4 0.3 0.3 0.2 0.3 0.3 0.3 0.5 0.6 0.9 0.8 0.9 1.0 1.9 1.1 0.7 0.5 0.3 0.10.1 0.1 0.2 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.9 0.9 1.0 1.0 0.5 0.4 0.2 0.1 0.00.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.0 0.7 0.4 0.2 0.2 0.1 0.0 0.00.2 0.3 0.4 0.4 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.00.1 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.2 0.3 0.6 1.0 1.0 0.9 0.7 0.6 0.4 0.1 0.2 0.5 1.0 1.7 2.2 2.4 2.0 1.6 1.3 1.1 0.8 0.5 0.4 0.2 0.1 0.3 0.6 1.3 2.0 3.0 3.7 3.7 3.2 2.8 2.6 2.1 1.5 0.9 0.5 0.2 0.1 0.1 0.2 0.3 0.6 1.2 1.7 3.0 3.2 3.0 3.4 3.4 3.4 2.8 1.9 1.2 0.6 0.3 0.1 0.1 0.2 0.4 1.0 2.5 4.9 5.3 3.0 1.2 0.5 0.4 2.0 2.2 1.7 1.1 0.6 0.2 0.1 0.2 0.5 1.2 3.5 9.7 10.3 4.4 1.5 0.6 0.5 0.9 1.0 0.9 0.7 0.3 0.2 0.1 0.2 0.3 0.6 1.2 3.2 7.0 8.0 4.0 1.5 0.6 0.9 1.2 1.3 1.2 0.7 0.3 0.1 0.1 0.2 0.3 0.6 1.2 2.1 3.2 3.3 2.3 1.1 0.5 1.5 1.7 1.6 1.4 0.8 0.3 0.1 0.1 0.2 0.4 0.8 1.6 2.5 2.8 2.3 1.5 0.8 0.4 1.6 2.3 1.9 1.2 0.7 0.3 0.1 0.1 0.2 0.5 1.1 2.7 5.4 6.1 3.7 1.6 0.7 1.4 2.9 2.7 2.3 1.4 0.7 0.3 0.1 0.3 0.5 1.2 3.4 9.5 11.0 4.8 1.8 0.7 0.3 2.4 2.7 2.4 1.5 0.7 0.3 0.1 0.2 0.3 0.6 1.2 3.0 6.4 7.6 4.2 1.6 0.7 0.3 2.6 2.6 2.1 1.3 0.6 0.2 0.1 0.2 0.3 0.6 1.2 2.1 3.0 3.2 2.3 1.1 0.6 1.7 2.4 2.6 2.3 1.3 0.5 0.2 0.1 0.2 0.4 0.8 1.6 2.6 2.9 2.5 1.6 0.9 0.5 2.1 2.5 2.6 2.2 1.3 0.5 0.2 0.1 0.3 0.5 1.1 2.7 5.7 6.7 4.0 1.7 0.8 0.4 2.4 2.7 2.6 2.0 1.0 0.4 0.2 0.3 0.5 1.2 3.2 9.0 11.4 5.1 1.9 0.8 0.4 2.6 2.9 2.6 1.6 0.8 0.4 0.1 0.3 0.6 1.2 2.7 5.8 7.1 4.2 1.7 0.7 0.4 3.2 3.0 2.7 1.6 0.8 0.3 0.1 0.3 0.4 0.6 1.2 2.0 2.8 3.0 2.2 1.2 0.6 1.5 2.8 2.8 2.2 1.4 0.7 0.3 0.1 0.3 0.4 0.8 1.6 2.7 3.1 2.6 1.6 0.9 0.5 2.1 2.6 2.6 2.1 1.2 0.5 0.2 0.1 0.3 0.5 1.0 2.6 5.9 7.3 4.4 1.9 0.8 0.4 2.0 2.5 2.7 2.1 1.1 0.5 0.2 0.3 0.5 1.1 3.0 8.5 11.8 5.5 2.0 0.8 0.4 2.6 2.6 2.6 2.0 1.0 0.4 0.2 0.3 0.6 1.1 2.5 5.3 6.6 4.2 1.7 0.7 0.4 2.6 2.8 2.4 1.6 0.8 0.3 0.1 0.2 0.4 0.6 1.1 1.9 2.7 2.8 2.2 1.2 0.6 2.3 3.2 2.9 2.4 1.4 0.7 0.3 0.1 0.3 0.4 0.8 1.6 2.8 3.3 2.7 1.7 0.9 0.5 1.8 2.9 2.9 2.3 1.4 0.6 0.2 0.1 0.3 0.5 1.0 2.6 6.1 7.9 4.9 2.0 0.8 0.4 2.3 2.8 2.7 1.9 1.1 0.5 0.2 0.3 0.5 1.1 2.8 7.9 12.0 5.8 2.1 0.8 0.4 2.2 2.6 2.6 1.9 1.0 0.4 0.2 0.3 0.5 1.1 2.3 4.8 6.0 4.2 1.8 0.8 0.8 2.3 2.6 2.6 1.8 0.9 0.4 0.1 0.2 0.4 0.6 1.1 1.9 2.6 2.7 2.1 1.2 0.6 1.3 2.7 2.6 2.5 1.6 0.8 0.3 0.1 0.3 0.4 0.8 1.6 3.0 3.5 2.9 1.7 0.9 0.5 1.9 2.8 2.8 2.1 1.3 0.6 0.3 0.1 0.3 0.5 1.0 2.5 6.3 8.5 5.4 2.1 0.9 0.4 2.7 3.2 3.0 2.2 1.2 0.5 0.2 0.1 0.3 0.5 1.0 2.6 7.3 11.9 6.1 2.2 0.9 0.4 2.2 2.9 2.7 1.9 1.1 0.5 0.2 0.3 0.5 1.0 2.1 4.4 5.5 4.1 1.8 0.8 0.6 2.6 2.6 2.5 1.7 0.9 0.4 0.2 0.3 0.4 0.6 1.1 1.9 2.5 2.6 2.1 1.2 0.6 1.2 2.3 2.6 2.6 1.7 0.8 0.3 0.1 0.3 0.4 0.8 1.6 3.1 3.8 3.2 1.8 1.0 0.5 1.6 2.6 2.7 2.5 1.6 0.7 0.3 0.1 0.3 0.5 0.9 2.4 6.3 9.1 5.9 2.3 0.9 0.4 1.7 2.8 2.7 2.1 1.2 0.6 0.2 0.1 0.3 0.5 1.0 2.4 6.8 11.6 6.4 2.3 0.9 0.4 2.9 3.0 2.8 1.9 1.1 0.5 0.2 0.3 0.5 1.0 2.0 4.0 5.0 4.0 1.8 0.8 1.2 2.5 3.0 2.9 1.9 1.0 0.4 0.2 0.4 0.6 1.1 1.9 2.5 2.6 2.1 1.2 0.6 1.2 2.7 2.8 2.4 1.6 0.8 0.3 0.1 0.3 0.4 0.8 1.6 3.2 4.1 3.4 1.9 1.0 0.5 1.4 2.5 2.6 2.5 1.5 0.7 0.3 0.1 0.3 0.4 0.9 2.3 6.2 9.7 6.4 2.4 1.0 0.5 1.7 2.4 2.7 2.3 1.4 0.6 0.2 0.1 0.3 0.5 0.9 2.3 6.3 11.1 6.7 2.5 1.0 0.4 2.2 2.7 2.6 2.2 1.2 0.5 0.2 0.3 0.5 0.9 1.9 3.6 4.6 3.9 1.9 0.8 1.2 2.2 2.9 2.6 1.7 0.9 0.4 0.2 0.4 0.6 1.1 1.9 2.5 2.6 2.0 1.2 0.6 1.7 3.2 3.0 2.8 1.7 0.9 0.4 0.1 0.3 0.4 0.8 1.6 3.3 4.4 3.7 2.1 1.0 0.5 1.3 2.7 2.9 2.4 1.6 0.8 0.3 0.1 0.3 0.4 0.9 2.2 6.0 10.3 6.9 2.6 1.0 0.5 1.8 2.6 2.7 2.1 1.3 0.6 0.3 0.1 0.3 0.5 0.9 2.2 5.8 10.4 6.9 2.6 1.0 0.4 1.8 2.4 2.7 2.3 1.3 0.5 0.2 0.6 0.6 0.9 1.8 3.3 4.2 3.7 1.9 0.8 1.0 2.4 2.6 2.6 2.1 1.2 0.5 0.2 0.8 0.7 1.1 1.8 2.5 2.6 2.0 1.2 0.6 1.1 2.5 2.8 2.5 1.8 0.9 0.4 0.1 3.5 0.8 0.8 1.6 3.4 4.7 4.1 2.2 1.0 0.5 1.9 2.9 2.9 2.5 1.5 0.7 0.3 0.1 1.1 0.7 0.8 2.0 5.7 10.8 7.3 2.7 1.0 0.5 1.7 3.0 3.0 2.5 1.5 0.7 0.3 0.1 1.4 0.7 0.8 1.9 5.2 9.5 6.8 2.6 1.0 0.5 1.8 2.8 2.7 2.0 1.2 0.6 0.2 2.9 3.2 1.1 1.5 2.9 3.6 3.2 1.7 0.8 0.8 2.1 2.5 2.6 2.0 1.1 0.5 0.29.4 11.9 4.1 3.8 6.8 3.8 1.7 1.9 1.1 0.9 2.1 2.5 2.6 2.0 1.0 0.4 0.22.6 8.3 10.7 3.7 7.3 15.0 6.6 4.0 10.1 6.4 1.6 2.6 2.5 2.5 1.8 0.9 0.4 0.23.6 2.5 2.3 1.0 4.1 7.4 3.7 4.7 12.9 8.7 2.0 2.6 2.7 2.3 1.6 1.0 0.9 0.75.5 10.2 5.3 1.2 4.0 3.1 0.9 1.3 4.3 2.4 2.5 3.0 2.7 2.2 1.6 1.3 1.7 2.1 1.7 1.16.2 13.7 6.9 4.1 12.2 9.6 1.8 5.4 6.3 1.9 1.6 2.4 2.4 1.8 1.4 1.3 1.9 2.5 2.5 2.2 2.0 1.8 1.9 1.8 1.22.3 4.7 2.0 2.7 9.5 7.3 2.3 10.9 12.9 3.9 2.0 1.9 1.9 1.4 1.1 1.3 1.9 2.2 2.1 2.2 2.3 2.4 2.5 2.3 1.5 1.0 1.0 1.5 2.2 2.5 2.46.4 5.6 1.1 1.3 2.5 1.2 0.9 5.0 5.5 1.4 1.3 1.4 1.6 1.3 1.0 1.2 1.6 1.7 1.6 1.7 1.8 2.0 2.2 2.0 1.4 1.0 1.0 1.5 2.0 2.1 2.1 2.2 2.3 2.4 2.6 2.13.9 12.7 11.5 2.7 7.4 10.3 3.4 2.1 4.9 2.0 0.7 1.0 1.3 1.3 1.1 0.9 0.9 1.1 1.2 1.2 1.2 1.3 1.5 1.8 1.6 1.2 0.9 1.0 1.3 1.6 1.7 1.6 1.7 1.8 2.1 2.3 2.0 1.7 1.9 2.3 2.0 1.42.3 5.7 5.2 1.5 8.7 12.0 4.2 6.4 13.8 6.0 0.8 0.8 0.9 1.0 0.8 0.6 0.6 0.6 0.7 1.1 1.2 1.2 0.9 0.7 0.8 0.9 1.1 1.1 1.2 1.3 1.4 1.7 1.9 1.8 1.6 2.0 2.6 2.6 2.4 2.2 2.00.6 0.5 0.4 1.8 3.1 0.9 4.5 9.1 4.3 0.6 0.5 0.4 0.3 0.3 0.6 0.7 0.8 0.7 0.6 0.5 0.6 0.6 0.6 0.7 0.8 1.0 1.3 1.5 1.5 1.7 2.1 2.4 2.3 2.3 2.3 2.30.2 0.4 0.8 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.9 1.2 1.4 1.7 2.0 2.2 2.1 1.8 1.7 1.80.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 1.0 1.4 1.8 2.0 2.0 1.9 1.6 1.30.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.9 1.4 2.0 2.3 2.3 2.20.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 2.0 2.5 2.8 2.50.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.3 1.9 2.4 2.90.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.4 1.9 2.6 2.91.0 0.8 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.7 1.1 1.6 2.2 3.0 3.11.8 1.2 0.9 0.7 0.7 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.9 1.3 1.9 2.6 3.4 3.42.6 1.9 1.2 0.9 0.9 1.2 1.3 1.2 1.0 0.9 0.9 0.9 0.9 1.0 1.3 1.8 2.5 3.2 3.8 4.02.8 2.1 1.3 1.0 1.2 1.6 1.8 1.6 1.4 1.4 1.3 1.5 1.5 1.6 1.8 2.2 2.8 3.5 4.12.8 2.1 1.4 1.1 1.3 2.0 2.2 2.0 1.9 1.9 1.9 2.1 2.2 2.1 2.2 2.4 2.7 3.2 3.82.9 2.4 1.6 1.2 1.1 1.5 2.2 2.5 2.5 2.3 2.3 2.4 2.5 2.6 2.3 2.4 2.6 2.7 3.0 3.11.1 1.7 1.8 1.8 1.8 2.1 2.6 2.8 2.5 2.1 2.2 2.6 2.81.0 1.5 2.1 2.0 1.6 1.7 2.2 2.61.1 1.5 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.DATEDESCRIPTIONSTAMPSHEETOFplot date:MICHAEL D'ANGELOLANDSCAPE ARCHITECTURE LLC840 SUMMER STREETSUITE 201ABOSTON, MA 02127t. 203.592.4788www.m-d-l-a.com201 MAIN STREET HYANNIS, MASCALE:DATE:AS NOTED07/21/23NOT FORCONSTRUCTIONPERMIT SET5/2617/212MDAAPERMIT SETM A I N S T R E E T S C H O O L S T R E E TY A R M O U T HR O A DL2003SITE LIGHTING &PHOTOMETRICSPLAN6SYMBOLLABELMODELDESCRIPTIONLIGHT SCHEDULEMOUNTOPTIONSREPPL1PT-A850SRLED-5P-T-P-XX-FINISH-12L-30K-T5-MDL014SINGLE FIXTURE,POLE MOUNTPLAZA LIGHTCOLOR: BLKOMNILITE |ILLUMINATE617-947-8996STEVE PRUDHOMMEPL1-POLE91-12-P5-FINISHPOLE MOUNTPLAZA LIGHT POLECOLOR: BLKSL4VP-1-160L-35-3K7-4W-UNV-A_U-FINISH-SHD-1-HSS-90-B-FINISHLED SINGLEFIXTURE, POLEMOUNTPARKING LOTLIGHTCOLOR: BLKSL4-POLERTS-A-12-70-A-OT-FINISHPOLE MOUNTPARKING LOTLIGHT POLECOLOR: BLKWL2WDS-D-24L-30-3K7-2-UNV-FINISH-XXWALL MOUNTBUILDINGMOUNTED FORPARKING LOTCOLOR: BLKWL3WDS-D-24L-30-3K7-3-UNV-FINISH-XXWALL MOUNTBUILDINGMOUNTED FORPARKING LOTCOLOR: BLKGL1SRT1-35-3K7-5C-UNV-FINISH-XXCEILING MOUNTCEILING MOUNTUNDER SECONDFLOORCOLOR: BLKGL224-411-K3-FINISHCEILING MOUNTCEILING MOUNTUNDER SECONDFLOORCOLOR: BLKCCT3000K LEDN/A3000K LEDN/A3000K LED3000K LED3000K LED3000K LED45N/A37WN/A29W29W36W20WWATTS5150N/A4550N/A3300330035002250LUMENSMANUFACTURERSTERNBERGSTERNBERGCURRENTCURRENTKIM LIGHTINGKIM LIGHTINGBEACON PRODUCTSBEGADIST. TYPETYPE VN/ATYPE IV WIDEN/ATYPE IITYPE IIITYPE V74 DEGREEDOWNLIGHTVOLTS120-277VN/A120-277VN/A120-277V120-277V120-277V120-277VPRODUCT LINKHTTPS://STORAGE.GOOGLEAPIS.COM/STERNBERG-MEDIAS/PROD/DOCUMENT/PRODUCTS-411-SPECSHEET-FULLSPECSHEET-NA-EN-IMPERIAL.PDFHTTPS://WWW.STERNBERGLIGHTING.COM/FILES/VIEW-FILE/SUPPORTFILES/507BEA3E456E3E1C18FF00896F990BC7/561/LOCALE_FILE/9100-LANCASTER-POLE-AUG-9-2012.PDFHTTPS://CDN.CURRENTLIGHTING.COM/SITE/SPECSHEET/BEA_VIPERSPEC.PDFHTTPS://CDN.CURRENTLIGHTING.COM/SITE/SPECSHEET/RTS-A_SPEC_SHEET.PDFHTTPS://CDN.CURRENTLIGHTING.COM/SITE/SPECSHEET/KL_WDS_SPEC.PDFHTTPS://CDN.CURRENTLIGHTING.COM/SITE/SPECSHEET/KL_WDS_SPEC.PDFHTTPS://CDN.CURRENTLIGHTING.COM/SITE/SPECSHEET/BEA_SRT1_EDGELIT.PDFHTTPS://BEGA-STATIC.S3.US-EAST-2.AMAZONAWS.COM/USERFILES/FILES/24411_BEGA_SPEC.PDFSUBMIT CUT SHEETS FOR LANDSCAPE ARCHITECT APPROVALBL184-413-K3-FINISHCONCRETEFOOTING; FLUSHWITH MULCHBOLLARD PATHLIGHTCOLOR: BLK3000K LED15WBEGA120-277VHTTPS://BEGA-STATIC.S3.US-EAST-2.AMAZONAWS.COM/USERFILES/FILES/84413_BEGA_SPEC.PDF1700TYPE IV WIDESECOND FLOOROUTLINE, TYP.PROPOSED 4-STORYBUILDING DRAWN:CHECKED:REV. NO.DATEDESCRIPTIONSTAMPSHEETOFplot date:MICHAEL D'ANGELOLANDSCAPE ARCHITECTURE LLC840 SUMMER STREETSUITE 201ABOSTON, MA 02127t. 203.592.4788www.m-d-l-a.com201 MAIN STREET HYANNIS, MASCALE:DATE:AS NOTED07/21/23NOT FORCONSTRUCTIONPERMIT SET5/2617/212MDAAPERMIT SETL3004LANDSCAPEDETAILS61GROUNDCOVER PLANTINGNOT TO SCALESECTIONTYPICAL PLANT LAYOUT - PLAN'X''X' 2" MIN.12" MIN.SCARIFY SURFACE OF SUBGRADE,TYP.COMPACTED OR UNDISTURBEDSUBGRADEPLANTING MEDIUM; SEE SPECBARK MULCH; SEE SPEC.NOTE:1.INSTALL BARK MULCH PRIOR TOGROUNDCOVER PLANTING INSTALLSEE PLANTING SCHEDULE FOR TYPICAL SPACINGUNLESS OTHERWISE SHOWN ON PLAN'X'2SHRUB PLANTINGNOT TO SCALE6"MIN.6"MIN.SPACING VARIES;SEE PLANTSCHEDULE, OR ASSHOWN ON PLANBARK MULCH; SEE SPEC.DEPTH OF ROOTBALL; 18" MIN.MAINTAIN RELATIONSHIP OF ROOTFLARE TO FINISHGRADE AS EXISTED PRIOR TO INSTALL, TYP.SCARIFY SURFACE OF SUBGRADE, TYP.COMPACTED OR UNDISTURBED SUBGRADEPLANTING MEDIUM; SEE SPECROLL BACK BURLAP 1/3 ROOTBALL HT, MIN; TYP.3DECIDUOUS TREE PLANTINGNOT TO SCALEDEPTH OF ROOTBALL; OR 36" MIN.EQ.2' MIN.EQ.EQ.2' MIN.HOLD MULCH BACK FROM TRUNK OF TREEMAINTAIN RELATIONSHIP OF ROOTFLARE TO FINISHGRADE AS EXISTED PRIOR TO INSTALL, TYP.SCARIFY SURFACE OF SUBGRADE, TYP.COMPACTED OR UNDISTURBED SUBGRADEPLANTING MEDIUM; SEE SPECREMOVE ROPE / CAGE AND ROLL BACK BURLAP 1/3ROOTBALL HT, MIN; TYP.TEMOPARY EARTH SAUCERBARK MULCH; SEE SPEC3" MIN.NEVER CUT TREE LEADERBELOW-GRADE TREE ANCHORING SYSTEM;SEE SPEC.4LAWNNOT TO SCALENOT FOR CONSTRUCTION6" MIN.COMPACTED ORUNDISTURBEDSUBGRADELOAMSYNTHETIC TURF AT DOG RUN ADJACENT TO CONCRETE WALKWAYSCALE:1-1/2" =1'-0"NOTES:1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW ANDAPPROVAL BY LANDSCAPE ARCHITECT2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.3.THE GRASS MUST BE INSTALLED AND SEAMED WITH ADJACENT PIECESRUNNING IN THE SAME DIRECTION; SEAMS SHOULD BE GLUED WITHSUITABLE SEAMING GLUE AND SEAMING CLOTH, NOT ADHESIVE TAPE.COMPACTED SUBGRADE6", REFER TO CONCRETE WALKWAY DETAILCOMPACTED AGGREGATE BASETO 90% COMPACTIONINFILL, SEE SPECIFICATIONSODOR REDUCING TOPDRESSING, PER SPECIFICATIONSSYNLAWN PETPREMIUM GRASS FIBER3"6"NAIL TURF TO COMPOSITE WOODBORDER AT PERIMETER AND SEAMS2X4" COMPOSITE WOOD PERIMETERBOARDCONCRETE WALKWAY, SEE DETAIL1/2" 6"6"SAW CUT CONTROL JOINT; SAW 14" DEPTHOF SLAB THICKNESSJOINT SEALANT, COLOR TO BE APPROVED BYLANDSCAPE ARCHITECT PRIOR TO INSTALLINGCONCRETE SIDEWALK WITH AND LIGHT BROOMFINISH; SEE SPECIFICATIONS SURFACE TREATMENT;BROOM OUT ALL TOOL JOINTS, TYP.PREMOLDED JOINT FILLER, FULL DEPTH1/2"Ø STAINLESS STEEL DOWEL, 12" LONG, 18"O.C. WITH EXPANSION CAPNOTE:1. CONTROL JOINTS AS SHOWN ON PLAN.2. EXPANSION JOINTS EVERY 20' O.C. UNLESS OTHERWISE SHOWN ON PLAN. EXPANSION JOINTS AT ALL VERTICALINTERFACES. EASE EDGE OF CONCRETE AT EXPANSION JOINT (18" RADIUS MAX.)3. WHERE NEW CONCRETE MEETS EXISTING CONCRETE, CORE DRILL EXISTING CONCRETE TO RECEIVE STEEL DOWELS.4.PROVIDE MOCKUP PER THE SPECIFICATIONS PRIOR TO CONSTRUCTION.BACKER RODEPOXY COATED WWFCOMPACTED SUBGRADE6" CONCRETE PAVEMENTSCALE:1-1/2" =1'-0"3/8"COMPACTED GRAVEL BASEPRECAST CONCRETE PAVERPOLYMERIC SAND JOINTS; SUBMIT COLORSAMPLES FOR APPROVAL PRIOR TOINSTALLATIONSAND SETTING BED2" WEEP HOLE FILLED WITH CLEANPEASTONE @ 5' O.C.; COVER WITH 12"WIDE GEOTEXTILE FABRICTHICKEN CONCRETE SLAB AT PERIMETERCONCRETE WALKWAY38" EXPANSION JOINT; PRE-MOLDEDJOINT FILLER; SET BELOW PAVERSURFACE2 3/8"8"1"12" STAINLESS STEEL DOWEL, 12" LONG@ 18" O.C. WITH EXPANSION CAPPRECAST PAVERS ON CONCRETE BASE - PEDESTRIANSCALE:1" = 1'-0"1/8"NOTE:1. NO PAVERS SHALL BE LESSTHAN 4" (NO SLIVERS)PROVIDE ENLARGED ADJACENTPAVER TO CORRECT SIZE.COMPACTED GRAVEL BASE4"8"COVER EXPANSION JOINT WITHGEOTEXTILE FABRICPRECAST CONCRETEPAVERALUMINUMANGLEEDGE RESTRAINTPAVERS @ PLANTING1"PLANTBEDSAND SETTING BED8"SAW CUT CONTROL JOINT; SAW 14" DEPTHOF SLAB THICKNESSJOINT SEALANT, COLOR TO BE APPROVED BYLANDSCAPE ARCHITECT PRIOR TO INSTALLINGCONCRETE SIDEWALK WITH AND LIGHT BROOMFINISH; SEE SPECIFICATIONS SURFACETREATMENT; BROOM OUT ALL TOOL JOINTS, TYP.PREMOLDED JOINT FILLER, FULL DEPTH1/2"Ø STAINLESS STEEL DOWEL, 12" LONG, 18"O.C. WITH EXPANSION CAPNOTE:1. CONTROL JOINTS AS SHOWN ON PLAN.2. EXPANSION JOINTS EVERY 20' O.C. UNLESS OTHERWISE SHOWN ON PLAN. EXPANSION JOINTS AT ALL VERTICALINTERFACES. EASE EDGE OF CONCRETE AT EXPANSION JOINT (18" RADIUS MAX.)3. WHERE NEW CONCRETE MEETS EXISTING CONCRETE, CORE DRILL EXISTING CONCRETE TO RECEIVE STEEL DOWELS.4.PROVIDE MOCKUP PER THE SPECIFICATIONS PRIOR TO CONSTRUCTION.BACKER ROD#5 EPOXY COATED REBAR, 12" O.C., EACH WAYCOMPACTED SUBGRADE8" VEHICULAR CONCRETE PAVEMENTSCALE:1-1/2" =1'-0"3/8"COMPACTED GRAVEL BASE8"9856BIKE RACKSCALE:1-1/2" =1'-0"BLACK PAINTED METALBIKE RACK, IN-GRADEINSTALLATIONCONCRETE WALK, SEE DETAIL1' DIAM12" DIA. CONCRETESONOTUBE FOOTING4' MIN.2'-10"1' MIN.2.375"EXPANSION JOINT, TYP.10CORE DRILL POST TO ACCEPT 2" DIA.SCHEDULE 40 GALVANIZED PIPE1X5 V-GROOVE BOARDS, WHITECEDAR, SHOP APPLIED STAINPROVIDE 12" DIA. SONOTUBECONCRETE FOOTING TO FROST1X4 RAIL CAP, WHITE CEDAR,SHOP APPLIED STAINSECTION1X4 FASCIA BOARD, WHITE CEDAR,SHOP APPLIED STAIN2X4 BACKING RAIL, WHITE CEDAR,SHOP APPLIED STAIN5X5 POSTS, WHITE CEDAR,SHOP APPLIED STAIN2X4 BACKING RAIL, WHITE CEDAR,SHOP APPLIED STAIN1X4 FASCIA BOARD, WHITE CEDAR,SHOP APPLIED STAININSIDE ELEVATION6' WOOD FENCESCALE: 34" = 1'-0"6'-0" 2" INSIDE FACE OUTSIDE FACE7 DRAWN:CHECKED:REV. NO.DATEDESCRIPTIONSTAMPSHEETOFplot date:MICHAEL D'ANGELOLANDSCAPE ARCHITECTURE LLC840 SUMMER STREETSUITE 201ABOSTON, MA 02127t. 203.592.4788www.m-d-l-a.com201 MAIN STREET HYANNIS, MASCALE:DATE:AS NOTED07/21/23NOT FORCONSTRUCTIONPERMIT SET5/2617/212MDAAPERMIT SETL3015LANDSCAPEDETAILS6NOT FOR CONSTRUCTIONGRILL COUNTER AMENITY SPACESCALE: 1"=1'-0"NOTES:1.REQUIRED OUTLET: NEMA6-30R RECEPTACLE. 208/220VOLT 30 AMP RECEPTACLE50/60 HZ W/ WEATHERCAP12"6"3/4"4"1'-9"3'1'-9"3/4"6'-11 1/2"3/4" STANDARD DEKTONGRANITE COUNTERTOP4 3/4"2'-7 3/4"3/4" 3'-1 1/4"3/4" STANDARD DEKTONGRANITE COUNTERTOPTASKLIGHTFINISHED GRADETASK LIGHT;SEE LIGHTING PLANS32" ELECTRI-CHEFELECTRIC GRILL7 3/4"2'-8 1/4"1' -4 1 /4 "3" M IN . BACKCLEARANCE CUTOUT ALLOWSFOR TILE 14" TO 1 12"THICKNO BOTTOM ORSIDES REQUIREDCUTOUTMINUS TILEBOTTOM FLANGE, RESTSON TOP OF CABINETSURFACE1'-9"PLAN VIEWELEVATIONELECTRI-CHEF CUTOUTREQUIREMENTS, CONFIRM WITHMANUFACTURER3 3 4" - 5 3 4"2'-7 3/4"6 11/16"3/4"2'-4 34"4 1/2"2'-0 13/16"FINISHEDGRADE32" ELECTRI-CHEFELECTRIC GRILL6'-11 1/2"2'-4 3/4"1 DRAWN:CHECKED:REV. NO.DATEDESCRIPTIONSTAMPSHEETOFplot date:MICHAEL D'ANGELOLANDSCAPE ARCHITECTURE LLC840 SUMMER STREETSUITE 201ABOSTON, MA 02127t. 203.592.4788www.m-d-l-a.com201 MAIN STREET HYANNIS, MASCALE:DATE:AS NOTED07/21/23NOT FORCONSTRUCTIONPERMIT SET5/2617/212MDAAPERMIT SETL3026LIGHTINGCUTSHEETS6NOT FOR CONSTRUCTION2PL1 - STERNBERG PLAZA LIGHT POLENOT TO SCALE1PL1 - STERNBERG PLAZA LIGHTNOT TO SCALE3SL4 - CURRENT PARKING LOT LIGHTNOT TO SCALE4SL4 - CURRENT PARKING LOT LIGHT POLENOT TO SCALE7GL2 - BEGA CEILING MOUNTED LIGHTNOT TO SCALE6GL1 - BEACON CEILING MOUNTED LIGHTNOT TO SCALE5WL2 + WL3 - KIM LIGHTING BUILDING MOUNTED LIGHTNOT TO SCALE8BL1 - BEGA BOLLARD LIGHTNOT TO SCALE