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Home My WebLink AboutVCOD 2017-1 PB DECISION - COMPLETE PACKET 050317L.C. Plan 17046D LOCUS Yarmouth, MA Scale: 1" = 40’ Date: December 12, 2016 Prepared by: Prepared For South Yarmouth, MA 02664 496 Forest Road Moore Surveying SITE LOCUS NOT TO SCALE N 18%%d53’50" E 215.01’ N 15%%d29’40" E S 28%%d46’20" W State Highway Route 28 Concrete Bound Found Concrete Bound Found Concrete Bound Found "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEED OF THE COMMONWEALTH OF MASSACHUSETTS" WITH THE PROCEEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS" "I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE STEPHEN B. MOORE DATE S 73%%d22’40" E 236.46’ N/F Laconia Properties LLC West Yarmouth, MA 02673 612 Route 28 Great Island Condos PLAN OF LAND N 73%%d22’20" W 101.08’ Wood Frame Building 1-1/2 Story Parcel A 53,459%%p Sq. Ft. 1.22 %%p Acres 77.22’ 219.78’ 77.44’ N 29%%d25’50" E N 74%%d30’20" W 67.49’ N 75%%d10’20" W 11.21’ D1258132 Book 28483 Page 35 Owners Deed References Ruth Anne Baker Kim A Meinerth Land Court Plan 17046B Variable Width Existing Book 19436 Page 169 Book 23998 Page 150 N/F David Towers Book 22967 Page 293 N/F Deborah M. Shea Book 3640 Page 104 N/F Alan J. Leone Book 18785 Page 322 N/F Eieftheria Bayides Est. Book 8353 Page 308 N/F Stephen Koplow Tr. Book 8353 Page 320 N/F Stephen Koplow Tr. RK Realty Trust Book 4161 Page 276 N/F Helen F. Victor Tr. MK Realty Trust 385 Via Loma Morgan, CA 95037 Concrete Bound Found Concrete Bound Found 108.00’ 107.51’ Slab Concrete Existing Winslow Gray Road South Sea Avenue Elton RoadHudson Road Appleby Road College StreetRoute 28 Parkers River L.C. Plan 17046D PL. BK. 100 Page 25 Plan References FOR REGISTRY USE ONLY Approval under the subdivision control law not required. Yarmouth Planning Board Date STEPHEN B. MOORE DATE Located at Great Island CondosC Bound Concrete Found Business 3 Zone VC1 Parcel 65 16.4 602 Route 28 U.S. Post Office 15.3 U POLE ohw Conditions Plan Great Island Condos Moore Surveying 496 Forest Road South Yarmouth, MA 02664 Scale: 1" = 40’ Date: January 10, 2017 Existing West Yarmouth, MA 612 Route 28 Yarmouth, MA Winslow Gray Road College Street Hudson Road Elton Road South Sea Avenue Route 28 NOT TO SCALE SITE LOCUS LOCUS To Hyannis 4. Flood Zone: X This property is not in a Zone II of a Public Water Supply 2. 1. Assessor’s Map 32 Parcel 67 & 68 3. Plan Book 100 Page 25 , LC Plan 17046B D1258132 Book 28483 Page 35 Owners:Deed References: Ruth Anne Baker Kim A Meinerth 385 Via Loma Morgan, CA 95037 Applicant: West Yarmouth, MA 02673 618 Route 28 Great Island Condos 23 Clipper Circle Sandwich, MA 02563 15’ 20,000 sf 125’ Rear Front Side Minimum Lot Size Yard Setbacks VC 1 Zoning * 20’ * 20’ *Adjacent to Residential District: 20’ or height of structure Minimum Frontage BUS SIGN Sidewalk MHB FND COLLEGE ST SIGN STOP SIGN located at References: Prepared by: Prepared For Business 3 Map 32 Parcel 191 Zone VC1 Business 3 Zone VC1 Parcel 190 Map 32 Concrete Slab Existing 101.08’ N 73%%d22’20" W S 29%%d25’50" W 77.44’ 219.78’ S 28%%d46’20" W Bound Found Concrete 11.21’ 67.49’ 77.22’ N 15%%d29’40" E College Street40’ Public Way Elton Road40’ Public Way 12.5 Bound Concrete Found 107.50’ 108.00’ Found Concrete Bound Zone: R - 25 Zone: Business 3 Zone: Business 3 Zone: R - 25 14.2 13.2 13.2 13.5 13.8 Zone VC1 Zone VC1 R - 25 Zone Map 32 Parcel 54 R - 25 Zone Map 32 Parcel 72 Zone R - 25 Map 32 Parcel 71 Zone R - 25 Map 32 Parcel 70 Parcel 69 Map 32 Business 3 R - 25 Zone VC1 Business 3 Parcel 66 Map 32 Parcel 63 Map 32 N 18%%d53’50" E 215.01’ Route 28 S 73%%d22’40" E 236.46’ Map 32 14 C. BASIN HYDRANT 9.75 9.99 9.88 10.29 9.74 11.71 8.81 10.69 10.74 10.111.1711.34 10.53 14 12 12 Existing Cesspools Parking 615 Route 28 618 Route 28 609 Route 28 608 Route 28 Sidewalk 14.44 13.96 14.5 14.99 12.6 12.23 11.13 11.09 11.68 11.29 11.79 11.99 12.56 12.85 13.713.39 13.59 14.28 16.4 13.5 12.7 12.0 13.2 13.0 13.0 13.0 12.8 13.1 13.1 12.4 12.9 11.0 14.9 14.0 13.7 14.9 16.1 15.2 N 75%%d10’20" W N 74%%d30’20" W U POLE ohw ohw 1 - 1/2 Story Ramp Sidewalk Sidewalk Parking ohw U POLE ohw ohw ohw ohw U POLE gas gas gas gas W W W W W 10" Main ohw ohw ohw Wood Frame Existing Building 1.22%%p Acres 53,459%%p Sq. Ft. River Parkers Wooded Steven Koplow TR N/F N/F Elefthleria Bayides Life Estate N/F Alan J Leone N/F Deborah M Shea N/F David Towers N/F Laconia Properties, LLC N/F Thomas L Mara Jr. N/F Global Companies, LLC N/F Steven Koplow TR N/F Helen F Victor TR Post & Rail Fence Existing Shed Typical Existing 14.0 14.8 13.2 13.2 14.9 15.2 13.5 13.2 13.4 13.8 12 11.4 15.3 14 12 11.9 14 Fifty%%p Existing Trees Over 8" Diameter 12.35 Great Island CondosC Zone: R - 25 Zone: Business 2 Total Gross FL Area: 12,200%%p Sq. Ft. PavementHC W Existing Route 28 Sidewalk To Remain Sidewalk Parking N 73%%d22’20" W 608 Route 28 602 Route 28 to be removed Existing Concrete Slab 15’ Min 20.8’ to be removed 77.22’Parcel 66 Map 32 Width W 24’ Parking Existing Sidewalk To Remain W Walkway Proposed 6’ Wide R = 25’ 78.70’ Total 10" Main W R = 25’ N 15%%d29’40" E Business 2 Zone VC1 Walkway S 29%%d25’50" W 77.44’Zone VC1 U POLE W ohw ohw 618 Route 28 Business 2 Existing Building to be removed 15.0’ Parcel 69 Map 32 HC 18’ 15.5’ Walkway 101.08’ 15’ Min 5 Spaces20.5’ 2nd Floor 15 & 16 13 & 14 2nd Floor First Floor 3,000 SF Commercial Units Units Elev = 15.65 Top of Slab Walkway Typ.10’27.5’ S 28%%d46’20" W 6 Spaces 24’ Typ.18’ Existing Cesspools 20.0’ Collection Bins Waste Disposal Zoned Zone: Business 2 Zone: R - 25 R - 25 Zone VC1 Parcel 63 Map 32 Proposed Total Gross FL Area:6,500%%p 27’ 9" Height Two Story Mix-Use Units N 18%%d53’50" E Business 2 Zone VC1 Map 32 Parcel 65 24.3’16.5’ 8.0’ With 5 & 6Patio 215.01’ Patio Top of Slab Elev = 15.75 HC 7 Spaces 10’ 18’Typ. Typ.24’ 12.0’ 15.0’ 18’ Above Deck 8.0’ Walkway Walkway Patio Patio 6.0’ Walkway Emergency VehicleProposed 4 Spaces 20’ Access/Turning 20’ Patio 28.3’ 9 & 10 Units Elev = 16.3 8.0’ Patio Walkway Patio First Floor 6.5’7 & 8 Units 11 & 12 8.0’ 39.5’ Units 16.5’6.5’ 6.0’ Units S 73%%d22’40" E 28.3’ 28.3’ 39.5’ 16.5’Units 1 & 2 6.5’ Units 3 & 4 24.3’ 24.3’ R - 25 24.3’ 24.3’ 6.0’24.3’28.3’ 236.46’ Residential Units 27’ 3" Height Proposed Two Story Map 32 Parcel 54 West Yarmouth, MA 02673 Maximum Residential Density 19 Units Moore Surveying South Yarmouth, MA 02664 496 Forest Road 612 Route 28 West Yarmouth, MA Development Multi-Use Proposed Scale: 1" = 40’ Date: December 12, 2016 Great Island Condos Site Plan Professional Services Proposed Residential Density Minimum Commercial Proposed Spaces Proposed Handicap Spaces 3 Minimum Spaces Parking Requirements Minimum Residential Parcel 70 R - 25 Zoned Map 32 22 27 1 Space per 500 sf 6 16 16 Units Prepared by: Prepared For located at for Route 28 South Sea Avenue Elton Road Minimum Frontage 125’ Parcel 72 or height of structure *Adjacent to Residential District: table Maximum Commercial Space Proposed Commercial Space Maximum Building Height Maximum Coverage Proposed Coverage Yard Setbacks Proposed Building Height Side Front Rear 219.78’Map 32 Parcel 71 Zoned R - 25 R - 25 Zoned 80% 52% 5,000 sf 3,000 sf 35’ 27’ 3" - 27’ 9" * 20’ * 20’ 15’ Professional Space 3,000%%p Sq. Ft. VC 1 Zoning Minimum Lot Size 760%%p SF Square Ft 920%%P SF Commercial Map 32 Units 1 - 12 12 - 16 Proposed: Residential 20,000 sf Bedrooms 1st & 2nd 2nd Floor One One 23 Clipper Circle Book 28483 Page 35 Great Island Condos 618 Route 28 Applicant D1258132 Sandwich, MA 02563 Morgan, CA 95037 Deed References 385 Via Loma Kim A Meinerth SITE LOCUS NOT TO SCALE Ruth Anne Baker Owners Hudson Road To Hyannis3. Plan Book 100 Page 25 , LC Plan 17046B 1. Assessor’s Map 32 Parcel 67 & 68 This property is not in a Zone II of a Public References: 4. Flood Zone: X Water Supply 2. Yarmouth, MALOCUS College Street Winslow Gray Road Parcel A 1.22%%p Acres Great Island CondosC 28.1’ Min 28.1’ Min 28.1’ Min Future Connection Possible 28.1’ Min 15’ Min 15.5’ 24’ 6.0’ All walkways to be concrete Notes: All Landscape areas to be irrigated Sprinker Systems in both buildings All units air conditioned Unit # 6 Affordable Units: Unit # 9 Unit # 15 8 Spaces Total Parking Spaces 30 Revised: April 25, 2017 Average grade at Res Bldg 14.9 TOF 15.75 + 27’ 3" = 43.0 -14.9 = Setback 28.1’ Typical Residential Units Living 4 - 1 Br Units 720%%p S. Ft. 16,920%%p SF 11,040 SF 15.5 N 15%%d29’40" E 77.22’ Map 32 Parcel 65 Zone VC1 B-2 78.7’ 15.0 14.2 14.5 15.2 15.5 15.0 14.4 14.5 15.5 15.35 15.6 15.35 15.2 15.0 14 15.0 14 14 12 14.7 12 77.47’ 219.73’ S 28%%d46’20" W 215.01’ 12’ 10’ Min Walkway W 6" Sch 40 PVC W 10" Main W W W W FH W Port Obs 6" Sch 40 PVC DB 9 H-20 D-Box PVC Vent Line 2" Sch 40 4,000 Gal H-20 Septic Tank Proposed Proposed 14 Existing Cesspools 101.08’ Map 32 B-2 Parcel 66 Zone VC1 Parking 602 Route 28 608 Route 28 Area Reserve to be removed Existing Building 15.0’ 10’ Min N 18%%d53’50" E 10’ MinH-20 Pump Chamber 16’ 10’ Min 17’ 40’ 67.5’ 10’ Min Map 32 B-2 Parcel 69 Zone VC1 Zoned R - 25 Parcel 70 Map 32 Zoned R - 25 Parcel 71 Map 32 Residential Units Two Story 236.46’ Map 32 Map 32 10.5’ 10’ Min 4,000 Gal 2,000 Gal 13.0’ 10’ Min Parcel 63 Zone VC1 R - 25 S 73%%d22’40" E R - 25 Zoned Parcel 54 Map 32 R - 25 Zoned Parcel 72 15 & 16 Patio 7 & 8 Units Units9 & 10 11 & 12 Patio Patio Patio 13 & 14 Units Units Units Walkway 2nd Floor First Floor 3,000 SF Commercial Walkway 15’ 1 & 2 Units 3 & 4 Units Units 5 & 6 2nd Floor 18’ See Note #19 To Be Removed 14 12 Obs Hole #6 Perc Test 6A #5 Obs Hole #4 Obs Hole #3 Obs Hole #2 Obs Hole #1 Obs Hole 1A Perc Test 3A Perc Test Top of Fnd. Elev = 15.65 Top of Slab Two Story Mix-Use Units Kit Stor Bedroom Commercial 4 Units @ 720%%p 12 Units @ 920%%p Gross Floor Area 35’ 77’ 12 SAS 24’ 20’ Min 14.0’ 10’ Min 10’ Min10.5’ 10’ Min 11’ 11’ 10’ Min 618 Route 28 Route 28 Sidewalk U POLE Sidewalk Parking N 73%%d22’20" W Sidewalk Square Ft 3,000 %%p SF Prepared by: for Winslow Gray Road College Street South Sea Avenue Route 28 Yarmouth, MALOCUS Elton Road Hudson Road To Hyannis References: 2. Proposed: Residential Units 1 - 12 12 - 16 Commercial One One 2nd Floor Bedrooms Sandwich, MA 02563 23 Clipper Circle Kim A Meinerth 385 Via Loma Morgan, CA 95037 Applicant West Yarmouth, MA 02673 618 Route 28 Great Island Condos Ruth Anne Baker Deed References Owners Book 28483 Page 35 D1258132 Moore Surveying 496 Forest Road South Yarmouth, MA 02664 Prepared For located at 612 Route 28 Great Island Condos West Yarmouth, MA Scale: 1" = 40’ Date: February 08, 2017 Development Multi-Use Septic Plan Proposed 4. Flood Zone: X Water Supply 920%%P SF 720%%p SF Professional Space This property is not in a Zone II of a Public 1. Assessor’s Map 32 Parcel 67 & 68 3. Plan Book 100 Page 25, LC Plan 17046B 1st & 2nd 920%%p Sq. Ft. SITE LOCUS NOT TO SCALE BedroomDen Kit Living Ent 6 - 1 Br Units 3,000 SF 2,880 SF 15.25 14.8 11’ 10’ Min 25.5’25’ Min 14.1 14.8 13.5 13.0 Obs Port TBM EL = 12.00 Top of Concrete Bound Top of P.K. Set TBM EL = 14.535 NAVD88 H-10 Septic Tank Top of Conc Bnd TBM Elev = 14.5 Septic Alarm e Patio Elev = 15.75 Vent Vent Vent Vent Rain Garden Rain Garden Rain Garden e 15.7 15.7 15.7 14.5 14.5 14.4 13.3 14.0 Revised: April 24, 2017 15.6 14.5 13.5 13.5 13.0 13.0 UTIL Handicapped Accessible 6 - 1 Br Units Liv/Din BedroomDen Bath Kit Bath Bldg 2nd Floor Mix-Use 2nd Floor Residential BldgBldgResidential 1st Floor Din Deck 920%%p Sq. Ft. 14.8 BOARD OF HEALTH AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT SOIL EVALUATOR: DAN CROTEAU, P.E. SE-481 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYERS %%UTEST HOLE LOGS Soil Color 10YR 3/2 10YR 5/6 2.5Y 6/3 2.5Y 6/3 10YR 5/6 10YR 3/2 Soil Color NOT TO SCALE FLOW PROFILE A100 12X20 2000 GALLON H10 SEPTIC TANK 3/4" TO 1-1/2" DIA. 6" STONE BASE SEWAGE DESIGN FLOW REQUIRED: 3,000 SF COMMERCIAL/OFFICE @ 75 GPD PER 1,000 SF = 225 GPD REQUIRED 1998 GPD PROVIDED > 1985 GPD REQUIRED SEPTIC TANK CAPACITY PROVIDED: 4000 GALLON SEPTIC TANK MINIMUM SEPTIC TANK CAPACITY REQUIRED: 1985 GPD X 200% = 3,970 GPD CAPACITY: 40 x 67.5 = 2700 x 0.74 = 1998 GPD SEWAGE DESIGN FLOW PROVIDED: 50’ X 54’ LEACH FIELD 110 GPD / BEDROOM = 1760 GPD REQUIRED SEWAGE DESIGN FLOW REQUIRED: 16 BEDROOMS @ %%USYSTEM DESIGN CALCULATIONS MINIMUM PUMP CHAMBER CAPACITY REQUIRED: 1985 GPD X 200% = 3,970 GPD PUMP CHAMBER CAPACITY PROVIDED: 4000 GALLON SEPTIC TANK 1760 GPD + 225 GPD = 1985 GPD REQUIRED MINIMUM 2ND SEPTIC TANK CAPACITY REQUIRED: 1985 GPD 2ND SEPTIC TANK CAPACITY PROVIDED: 2000 GALLON SEPTIC TANK DATE OF TESTING: 10/19/16 SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF 18. TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE SEPTIC SYSTEM COMPONENTS. 17. CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 16. CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO 15. LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE 14. THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE DESIGNER. CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE 13. THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT 12. FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF 11. THERE ARE NO KNOWN WELLS WITHIN 100’ OF THE PROPOSED SOIL ABSORPTION SYSTEM. MAGNETIC MARKING TAPE. 10. IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 9. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE IN ORDER TO PROVIDE A WATERTIGHT SEAL. 8. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES ASSURE EVEN DISTRIBUTION. PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO 7. LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO 2 FEET BEFORE AT END OR AS NOTED. PVC OR EQUIVALENT LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED 6. DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 AND NOT LESS THAN 1% UNLESS OTHERWISE NOTED. MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK 5. PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC HAVE AT LEAST ONE 1 INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING 4. COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 3. TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 2. ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND 1. ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 310 CMR 15.000 : ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 19. EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND %%UCONSTRUCTION NOTES Standing Water @ 126" = EL = 3.1 LayerDepth Soil Class Test Hole #3 EL=13.6– A B C28"-126" 8"-28" 2"-8" Loamy Fine/Med Sand Very Fine Sand Loamy Sand FibricOrganic0"-2" Depth 0"-2" 2"-8" 8"-42" 42"-128" Organic C B A Layer Soil Class Fibric Loamy Fine Sand Very Fine Sand Loamy Fine Sand Test Hole #2 EL=14.2– No Groundwater Encountered Standing Water @ 132" = EL 3.8 Loamy Fine Sand C B A Organic Layer Very Fine Sand Loamy Fine Sand Fibric Soil Class 30"-136" 8"-30" 2"-8" 0"-2" Depth Test Hole #1 EL=14.8– 24" diameter concrete covers raised to within 6" of finish grade or as noted Mix Use Inv. & Res. Units Inv. TOF Mix Use Bldg EL = 15.65 TOF Residential Units EL = 15.75 ELEV = 15.3 Adj High GW 7.5Adj High GW 7.5 1st Floor Slab 210’ FOR RESIDENTIAL BUILDING 3.0’ A100 12X28 Proposed Filter 4.7%%P 11.0 10.8 12.4%%P SEPTIC TANK 4000 GALLON H20 13.1 10.6 10" 3" 140’ FOR MULTI-USE BUILDING 6" SCH 40 PVC PIPE 4" SCH 40 PVC PIPE 3/4" TO 1-1/2" DIA. 6" STONE BASE COMMERCIAL USE RESIDENTIAL USE GARBAGE DISPOSALS ARE NOT PERMITED WITH THIS DESIGN FLOW CommentsSoil Color 10YR 3/2 10YR 5/6 2.5Y 6/3 Standing Water @ 111" = EL = 3.8 CommentsSoil Color 10YR 3/2 10YR 5/6 2.5Y 6/4 2.5Y 6/4 Depth Layer 2"-10" B10"-32" 32"-96" 96"-120" A C1 C2 0"-2"Organic Fibric Loamy Fine Soil Class Test Hole #6 EL=13.1– Loamy Sand Fine Sand Medium/Fine Sand Standing Water @ 111" = EL = 3.8 2.5Y 6/4C284"-120"Fine Medium Sand CommentsLayerDepthSoil Class Test Hole #5 EL=13.1– Soil Color A/B B C124"-84" 8"-24" 2"-8" Loamy Fine Sand Fine Sand Loamy Sand 2.5Y 6/4 10YR 5/6 10YR 4/2 FibricOrganic0"-2" 2.5Y 6/2C270"-124"Very Fine Sand CommentsDepth 0"-3" 3"-10" 10"-27" 27"-70" O C1 B A/E Layer Soil Class Fibric Loamy Sand Medium Sand Loamy Medium Sand Test Hole #4 EL=13.7– Standing Water @ 120" = El = 3.7 Soil Color 10YR 4/2 10YR 5/6 2.5Y 6/4 Perc @ 62" Comments Perc @ 60" Comments Project No. AC-35-Septic-2 Sheet 2 of 2Date: 02/08/17 N.T.S.N.T.S. PLAN VIEW Inspection Ports 5.3’ 5.3’ 5.3’ 5.3’ 5.3’ 4.0’ 5.3’ 4.0’ 40’ 67.5’ 4" Inlet D-Box 2" Vent Line 90%%d Up in D-Box Great Island Condos 90%%d Up D-BOX D-Box Profile View 2" PVC Inlet Vent Line 90%%d Up 2" Vent By: MA Check: SM Prepared for: Proposed Sewage Disposal System 612 Route 28 West Yarmouth, MA Prepared by: Moore Surveying 496 Forest Road South Yarmouth, MA 02664 Plug Plug DB 9 D-Box Plan View 4"sched- 40 PVC SET AT .005 ’/ SLOPE ON 6" DOUBLE WASHED 3/4" - 1 1/2" STONE WITH CONCRETE RISER HEAVY DUTY RIM/COVER WITH CONCRETE RISER HEAVY DUTY RIM/COVER ELEV = 13.5 ELEV = 15.2 20’%%p Adj High GW 7.5 25’%%p Manhole cover to grade shall be steel cover and bolted to collar Filter Proposed Bot.Bot. 3.7 along two rows running the length of the line. Orifice lines shall be on each side of the pipe, midway between the invert and center line. Orifices shall be spaced @ 12" on center max. Field Pipe shall be 4"sched-40 PVC. Orifices shall be 3/8" to 5/8" and evenly spaced 13.0 12.5 2" Vent Line HEAVY DUTY RIM/COVER WITH CONCRETE RISER Perforated 6" Sch 40 PVC 18.0 10.4 5.8%%p 12.1%%P GEOTEXTILE FABRIC ELEV = 14.8’ ADJUSTED HIGH GROUNDWATER ELEV = 7.5 OBSERVED HIGH GROUNDWATER ELEV = 3.8 box on bldg on Install alarm & control DUPLEX SEWAGE PUMPS, MYERS SRM-4 OR EQUIVALENT 6" STONE BASE WEEP HOLE 3/8" & ALARM ON PUMP ON PUMP OFF 3/4" TO 1-1/2" DIA. Discharge2" PVC OUTLET THREE CONTROL FLOATS Proposed DB9 H-20 D-Box 6" STONE BASE separate circuit and alarm is to be in conduit All electrical wiring for the pump PROPOSED VENT WITH CHARCOAL FILTER 10.2 3.8%%P 11.5%%p E E E 5.0’ 13.35 13.6 ELEV = 13.9 12.5 4" SCH 40 PVC PIPE PUMP CHAMBER 4000 GALLON H20 a. Pump off EL 5.2 1.0’ OFF Tank Btm. 5 Pump Sequence: 4 Alarm is to be on a seperate circuit from the pumps. DUPLEX PUMP NOTES 1 Submersible Pumps - Meyer Co. SRM-4, installed according to pumping cycle. Use 3/8" Drain Hole following 2" Check Valve. 3 Control Panel - Meyer Co. Duplex Weatherproof Panel Model # CE-11DW 2 2" Force Main to drain back into pump chamber at the end of each b. Pump on EL 6.2 2.0’ OFF Tank Btm. c. Backup Pump and Alarm on EL 6.7 2.5’ OFF Tank Btm. d. Pumps must alternate Index Well: MIW-29 Zone B 10/16, 9.9’ Groundwater Found: GROUNDWATER ADJ. Adj. High GW Depth Adj. Per Dept. Health 1/10/17 6’-4" 4’-0" 4.7%%P 5.8%%p ELEV = 15.5 2" PVC 1.0’ 1.0’ 0.5’ BACKUP PUMP WEEP HOLE 3/8" CHECK VALVE AND GATE VALVE QUICK DISCONNECT 2" Vent Line 6 Electrical work to be inspected by wiring inspector. manufactuer’s specifications. Pumps must be capable of passing 2" solids. 26" 3" 10" w/Gas Baffle 10.0 FOR BOTH PUMPS 13.77 +3.7 EL. 7.5 EL 3.8 9" Minimum Cover HEAVY DUTY RIM/COVER WITH CONCRETE RISER 14" 20. AS BUILT SEPTIC PLAN WITH SWING TIES SHALL BE SUBMITTED TO HEALTH DEPARTMENT AFTER SEPTIC INSTALLATION. Adj High GW 7.5 Revised: 4/24/17 West Yarmouth, MA 02673 618 Route 28 Winslow Gray Road College Street Hudson Road Elton Road South Sea Avenue Route 28 Landscape, Lighting NOT TO SCALE SITE LOCUS Yarmouth, MALOCUS Sidewalk Sidewalk Sidewalk 602 Route 28 608 Route 28 HC Patio 618 Route 28 Parking Parking 3 & 4 Access/Turning Walkway Units Units Units Units Units Map 32 236.46’ S 73%%d22’40" E Route 28 219.73’ S 28%%d46’20" W N 15%%d29’40" E 215.01’ N 18%%d53’50" E 7 & 8 9 & 10 11 & 12 HC Map 32 Parcel 63 Parcel 65 Map 32 Parcel 66 Business 2 Zone VC1 R - 25 77.22’ 101.08’ N 73%%d22’20" W Parcel 70 Map 32 R - 25 Zoned Parcel 71 Map 32 R - 25 Zoned Parcel 72 Map 32 78.7’ Walkway Zoned R - 25 Parcel 54 Map 32 Zone VC1 Business 2 Zoned R - 25 Zone VC1 FH Emergency Vehicle ohw 24" 20"12" 34" 22" 10" 16" 4" 18" 4" 16"18" 10"10" 4" 18" 6" 6" 6" 4" 4"4" 4" W 16" Honey locust Gleditsia tnacanthos Dogwood Cornuse x stellar hybrid Pinoak Qvercus palustris Red Maple Acer rebrun ’octobeer glory’ Bearberry Arctostaphyllos uva-ursi 420%%p SF Proposed Lighting "downlight" on residential entry sign Two 12’ Lightpost @ entry Five 15’ lightpost @ walkways 18" AU Ground Cover "Residential Sign" w/overhead light Max 12 SF Planting Existing Vegetation to remain where possible 30% Canopy Required SF Parking Proposed Parking Canopy Coverage GT 6 CS 2 QP 10 AR 4 A B C D AU A B C A A A A B A C C C C C Existing 4" Calper and up trees and Vegetation in buffer to remain D D D D C B A A C Sedum Autmnjoy Fountain giass Pennisetum alopecuvoides Red twig dogwood Cornus sericea Compact inkberry Ilexglabra ’s SA IG PA CS Proposed Front Entry Planting Beds Lawn area 12,880%%p SF Drought resistant Cape Cod mix 30’ Tree Canopy 25’ Tree Canopy 30’ Tree Canopy 30’ Tree Canopy Proposed Trees minimum 3" Caliper Proposed Ground Cover Proposed Lawn 34.4% Proposed Canopy 4,918%%p SF 14,300%%p SF 4,290%%p SF Proposed 6’ Tall Fence Typical Typical 3’ Vinyl Fence Lawn Area Lawn Area Lawn Area Lawn Area Lawn Area Walkway Concrete Walkway Lawn Typical Proposed Tree See Tree List Typical Lighting Zone VC1 Parcel 69 Map 32 Business 2 and Utility Plan Proposed Proposed Proposed Waste Disposal Mailbox s Proposed HC for Proposed Multi-Use Development Scale: 1" = 40’ Date: January 31, 2017 West Yarmouth, MA Great Island Condos 612 Route 28 located at Prepared For Prepared by: South Yarmouth, MA 02664 496 Forest Road Moore Surveying 6.0’ N.T.S. 6’ Vinyl Fence 8.0’ 8.0’ N.T.S. 3’ Vinyl Fence 3.0’ Zone: Business 2 Zone: R-25 Zone: R-25 Zone: Business 2 W W ProposedWater Line Sod, Seed or Hydroseed Soil filled in cells Emergency Vehicle Details N.T.S. 20’ Grass Pavers EZ-Roll 30’%%p 15’12’ 4’4’ 15’ Lightpost 12’ Lightpost N.T.S.N.T.S. U-Pole Bicycle Parking EZ Roll Grass Paver Base, compacted per engineer Min. 9" roadbase Collection Bin Area Area Lawn Proposed Beds E G W W W W 5 & 6 2nd Floor 15 & 16 Units 2nd Floor Units 13 & 14 First Floor Commercial 3,000 SF 18" G 30" 30" 14" Four 18"s 20" 16" 20" B B C C C C C C on Conc Slab Elec trans. C C C C Concrete Walk Walk Concrete Emergency Access Proposed Sign Max 12 SF No Parking 1 & 2 Units Elev = 16.3 Patio Patio Patio Patio Patio Revised: April 25, 2017 where possible All trees to meet schedule 414.8.9.6 All plantings to meet schedule 414.8.9.1 College Street Moore Surveying South Yarmouth, MA 02664 612 Route 28 Great Island Condos West Yarmouth, MA Scale: 1" = 30’ Date: February 23, 2017 Development Drainage Plan This property is not in a Zone II of a Public 1. Assessor’s Map 32 Parcel 67 & 68 3. Plan Book 100 Page 25, LC Plan 17046B SITE LOCUS NOT TO SCALE Elev = 15.65 Top of Slab 3,000 SF Commercial First Floor 13 & 14 Units 2nd Floor Units 15 & 16 2nd Floor 14.4 15.6 14.5 15.35 215.01’ 219.78’ S 28%%d46’20" W 77.44’ S 29%%d25’50" W 11.29 11.99 12.56 11.79 13.5 13.39 13.59 12.85 13.96 14.44 16.4 14.28 12.7 13.2 13.0 12.0 11.0 12.9 13.1 12.4 12.5 12.8 13.1 13.0 13.0 14.2 16.10 15.2 14.9 13.5 14.3 13.2 14.0 14.0 14.9 BASE COAT 9 1/2" Dense Graded Crushed Stone 2" ASPHALT BINDER 1" ASPHALT TOP COAT 4’ Dia. Solid Catch Basin #3 Rim El = 13.0 Invert El = 10.5 Invert El = 11.0 Rim El = 13.5 Catch Basin #2 4’ Dia. Solid representative shalll inspect the soils around and below the leaching facility prior to facility installation. 5. The leaching basins shall be set into clean sand. The Engineer or its as backfill for all pavement crossings so as to minimize settlement. 4. Flowable fill shall be used around all catch basin grates and specifications of the Design Engineer. 3. All workmanship provided shall be in conformance with the 2. All components shall be rated for H-20 wheel loads. utility companies, and the Yarmouth Water Department. included, but is not limited to, request to digsafe, any private and below ground utilities prior to and during construction. This responsible for verifying, location and protecting all above 1. Location of Utilities is approximate and contractor shall be CONSTRUCTION NOTES Medium/Fine Sand Fine Sand Loamy Sand Test Hole #6 EL=13.1– Soil Class Loamy Fine FibricOrganic0"-2" C2 C1 A 96"-120" 32"-96" 10"-32"B 2"-10" LayerDepth Standing Water @ 111" = EL = 3.8 2.5Y 6/4 2.5Y 6/4 10YR 5/6 10YR 3/2 Soil Color PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYERS SOIL EVALUATOR: DAN CROTEAU, P.E. SE-481 DATE OF TESTING: 10/19/16 2.5Y 6/4 Soil Color 2.5Y 6/4 10YR 5/6 10YR 4/2 Standing Water @ 111" = EL = 3.8 C284"-120"Fine Medium Sand LayerDepth Soil Class Test Hole #5 EL=13.1– A/B B C124"-84" 8"-24" 2"-8" Loamy Fine Sand Fine Sand Loamy Sand FibricOrganic0"-2" Curb NOT TO SCALE Roadway Pavement Section 12’12’ Curb Walkway 14.8 15.0 15.1 Winslow Gray Road South Sea Avenue Elton Road To Hyannis References: 2. 496 Forest Road Prepared by: Prepared For located at Multi-Use for 4. Flood Zone: X Water Supply Proposed 14101.08’ Map 32 Business 3 Parcel 66 Zone VC1 Parking 602 Route 28 608 Route 28 N 15%%d29’40" E 78.7’ 77.22’ N 18%%d53’50" E Map 32 Business 3 Parcel 69 Zone VC1 Zoned R - 25 Parcel 70 Map 32 Zoned R - 25 Parcel 71 Map 32 236.46’ Map 32 Map 32 Parcel 63 Zone VC1 R - 25 S 73%%d22’40" E R - 25 Zoned Parcel 54 Map 32 R - 25 Zoned Parcel 72 13.5 14 12 Obs Hole #6 Perc Test 6A #5 Obs Hole #4 Obs Hole #3 Obs Hole #2 Obs Hole #1 Obs Hole 1A Perc Test 3A Perc Test Top of Slab Elev = 15.75 Two Story Mix-Use Units 12 618 Route 28 Route 28 Sidewalk U POLE Sidewalk Parking N 73%%d22’20" W Sidewalk Route 28 Yarmouth, MALOCUS Hudson Road 14.9 13.2 13.2 13.5 11.9 14 13.8 11.4 13.2 12 12 13.4 15.2 14 14.8 Business 3 Zone VC1 Parcel 65 Map 32 14 15.5 15.5 14.7 15.0 15.0 14.8 14.5 14.4 Proposed Proposed Proposed Topography and 15.2 14.7 14.7 13 14 14.8 14.2 14.4 Invert El = 11.6 Catch Basin #1 4’ Dia. Solid Proposed Rim El = 14.1 HP 13.3 12.35 8.5’ EL=12.5%%P LEACH CHAMBERS NOT TO SCALE 100.00’ 42.5’42.5’4.0’ 4.0’ 4.0’ 4.0’ 12.0’ LEACH CHAMBERS NOT TO SCALE PLAN VIEW SIDE VIEW HP HP HP HP RainGarden 14.5 14.0 13.3 Proposed Five 500LC52H Concrete Chambers 14.8 15.25 3/4" to 1-1/2" STONE 1-1/2" STONE 3/4" to LEACH CHAMBERS WITH 4’ STONE TEN 10 CONCRETE 500LC52H ON ENDS AND 4’ STONE ON THE SIDES GEOTEXTILE FABRIC FOR ADDITIONAL TEST HOLE INFORMATION SEE PROPOSED SEPTIC PLAN Total Area 50’ X 12’ X 1.5 ’ Deep 1/2 stone below EL 3.8 EL. 7.5 +3.7Adj. Per Dept. Health 1/10/17 Adj. High GW Depth GROUNDWATER ADJ. Groundwater Found: Zone B 10/16, 9.9’ Index Well: MIW-29 12.5 12.5 GardenRain 13 GardenRain 13.5 Typical with 2’ Stone all around. 3’ Dia. 3’ Deep Dry Well 12" DRAINAGE LINE 12" DRAINAGE LINE EL=12.5%%P EL=7.5 Adj. HGW 1.0’ 10.0 4.0’7.0’%%p 1-1/2" STONE 3/4" to 6" 34" 1.0’1.0’1.0’1.0’ ON ENDS AND 4’ STONE ON THE SIDES TEN 10 CONCRETE 500LC52H LEACH CHAMBERS WITH 4’ STONE AND 6" OF 3/4" TO 1-1/2" STONE UNDER CHAMBERS Raised to grade 24’ Cast Iron Cover 9" min Concrete Riser s Total Area 50’ X 12’ X 1.5 ’ Deep 1/2 stone below Proposed Five 500LC52H Concrete Chambers 15.2 15.5 Typical with 1’ Stone all around. 3’ Dia. 3’ Deep Dry Well 4" PVC Typ Residential Units Two Story Proposed 24’x24" Cast Iron Frame and Grate Raised to grade Facilty Leaching To Sump NOT TO SCALE Typical 12" Dia. HDPE 12" 4’ Min Solid Catch Basin 4’ 15.7 15.0 14.2 13.5 13.5 15.35 15.7 15.2 15.5 15.7 15.5 15.7 14.5 15.0 15.7 15.2 15.6 15.5 15.5 15.1 15.4 15.2 14.6 2.0’ EL=7.5 Adj. HGW EL=12.5%%P 6" Loamy Sand/Sandy Loam Rain Garden Plantings Native Topsoil Rain Garden Detail Native Sand 2’ Hardwood Mulch Common Lady Fern, Sensitive fern, Common Boneset, Swamp Azalea, or orther approved species. Rain Garden Plantings N.T.S. Native Topsoil EL=13.5%%P EL=13.5%%P Bottom Maximum EL=9.5%%P Min. Asphalt Asphalt Revised: April 24, 2017 Zone: R - 25 Zone: Business 2 W Existing Route 28 Sidewalk To Remain Sidewalk Parking N 73%%d22’20" W 608 Route 28 602 Route 28 Parking 77.22’Parcel 66 Map 32 Parking Existing Sidewalk To Remain W 78.70’ Total 10" Main W N 15%%d29’40" E Business 2 Zone VC1 Walkway S 29%%d25’50" W 77.44’Zone VC1 U POLE ohw 618 Route 28 Business 2 Parcel 69 Map 32 HC 101.08’ Bicycle 2nd Floor 15 & 1613 & 14 2nd Floor First Floor 3,000 SF Commercial Units Units Elev = 15.65 Top of Slab S 28%%d46’20" W Zoned Zone: Business 2 Zone: R - 25 R - 25 Zone VC1 Parcel 63 Map 32 N 18%%d53’50" E Business 2 Zone VC1 Map 32 Parcel 65 5 & 6 215.01’ Patio Top of Slab Elev = 15.75 HC PatioPatio Patio Emergency VehicleAccess/Turning Patio 9 & 10 Units Patio Patio 7 & 8 Units 11 & 12 Units Units S 73%%d22’40" E Units 1 & 2 Units 3 & 4 R - 25 236.46’ Map 32 Parcel 54 West Yarmouth, MA 02673 Moore Surveying South Yarmouth, MA 02664 496 Forest Road 612 Route 28 West Yarmouth, MA Development Multi-Use Scale: 1" = 40’ Date: April 14, 2017 Great Island Condos Utility Overlay Plan Parcel 70 R - 25 Zoned Map 32 Prepared by: Prepared For located at for Route 28 South Sea Avenue Elton Road Parcel 72 219.78’Map 32 Parcel 71 Zoned R - 25 R - 25 Zoned Space 720%%p SF Square Foot 920%%P SF Commercial Map 32 Units 1 - 12 12 - 16 Proposed: Residential Bedrooms 1st & 2nd 2nd One One 23 Clipper Circle Book 28483 Page 35 Great Island Condos 618 Route 28 Applicant D1258132 Sandwich, MA 02563 Morgan, CA 95037 Deed References 385 Via Loma Kim A Meinerth SITE LOCUS NOT TO SCALE Ruth Anne Baker Owners Hudson Road To Hyannis3. Plan Book 100 Page 25 , LC Plan 17046B 1. Assessor’s Map 32 Parcel 67 & 68 This property is not in a Zone II of a Public References: 4. Flood Zone: X Water Supply 2. Yarmouth, MALOCUS College Street Winslow Gray Road W W W W FH W G G G G E G E E W e SASVent Vent Vent Area Reserve E G ac ac ac ac ac ac ac ac ac ac ac e ac Level Professional 3,000%%p SF 1st Square Foot Level G E 120 496 Forest Road IN FEET 1 inch = ft.30 30 6015030 GRAPHIC SCALE South Yarmouth, MA 02664 Moore Surveying Erosion Control Plan Proposed located at Prepared For Prepared by: Scale: 1" = 30’ Date: February 13, 2017 West Yarmouth, MA Great Island Condos 612 Route 28 11.29 11.99 12.56 11.79 13.5 13.39 13.59 12.85 13.96 14.44 16.4 14.28 12.0 12.4 3/4" - 1 1/2" Gravel Construction Entrance 608 Route 28 77.22’ 13.5 12 12 618 Route 28 Sidewalk Sidewalk Parking Sidewalk Proposed HP 13.3 12.35 14.0 13.3 10" 16" Route 28 Map 32 608 Route 28 Zone VC1 Business 3 Parcel 66 Parking U-Pole Sidewalk 22" ohw 4" 16" 10" W 4" 4" 18" Zone VC1 Business 3 Parking 618 Route 28 Map 32 Parcel 69 Flow Direction Barrier Sediment Sediment Barrier xxxx xx xx xx xx xx xx xx xx xx Constrution entrance shall be installed at the beginning of the project and maintained for the duration of the project. Additional measures, Run-off controls shall be in place and functioning prior to beginning substantial construction activities.Install silk sock inlet protection Existing catch basin Install silk sock inlet protection Existing catch basin stakes and flagging in a manner that is clearly visable to anyone on the area. Tree areas to be retained shall be clearly delineated with orange implemented if needed to insure all paved areas are kept clean. including but not limited to, street sweeping and vacumming, will be Notes orange ribbon Proposed stakes with x x x x x x L.C. Plan 17046D LOCUS Yarmouth, MA Scale: 1" = 40’ Date: January 14, 2017 Prepared by: Prepared For South Yarmouth, MA 02664 496 Forest Road Moore Surveying SITE LOCUS NOT TO SCALE N 18%%d53’50" E 215.01’ N 15%%d29’40" E S 28%%d46’20" W State Highway Route 28 Concrete Bound Found Concrete Bound Found Concrete Bound Found "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEED OF THE COMMONWEALTH OF MASSACHUSETTS" WITH THE PROCEEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS" STEPHEN B. MOORE DATE "I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE STEPHEN B. MOORE DATE S 73%%d22’40" E 236.46’ N/F Laconia Properties LLC West Yarmouth, MA 02673 618 Route 28 Great Island Condos Subdivision Plan N 73%%d22’20" W 101.08’ Land Court Plan 17046D 46,743%%p Sq. Ft. 1.07 %%p Acres 77.22’ 219.78’ 77.44’ N 29%%d25’50" E 97.37’ D1258132 Book 28483 Page 35 Owners Deed References Ruth Anne Baker, Tr. Kim A Meinerth, Tr. Land Court Plan 17046B Variable Width Lot 2 N 73%%d22’20" W Lot 1 Lot 2 Lot 3 Lot 4 Twin Oaks Court Book 19436 Page 169 Book 23998 Page 150 N/F David Towers Book 22967 Page 293 N/F Deborah M. Shea Book 3640 Page 104 N/F Alan J. Leone Book 18785 Page 322 N/F Eieftheria Bayides Est. Book 8353 Page 308 N/F Stephen Koplow Tr. Book 8353 Page 320 N/F Stephen Koplow Tr. RK Realty Trust Book 4161 Page 276 N/F Helen F. Victor Tr. MK Realty Trust 385 Via Loma Morgan, CA 95037 Concrete Bound Found Concrete Bound Found 108.00’ 107.51’ Slab Concrete Existing Winslow Gray Road South Sea Avenue Elton Road Hudson Road Appleby Road College StreetRoute 28 Parkers River PL. BK. 100 Page 25 Subdivision Plan Reference FOR REGISTRY USE ONLY APPROVAL UNDER THE SUBDIVISION CONTROL LAW REQUIRED YARMOUTH PLANNING BOARD DATE Ruth Anne Baker Kim A Meinerth N/F D1258132 Rescission of Meinerth Family Trust 23 Clipper Circle Sandwich, MA 02563 Dated: July 19, 1951 Located At Great Island CondosC 19’-6" 19’-6" 36’-2" 36’-2"36’-2" 19’-6" W/D W/D STOR STOR BED RM 11’ X 16’-4" 11’ X 16’-4" BED RM 7’ X 8’ KIT KIT 7’ X 8’ LIV RM 10’-6" X 13’ ENTRY/ DIN DIN ENTRY/ 10’-6" X 13’ LIV RM W/D 11’ X 16’-4" BED RM 7’ X 8’ KIT STOR 10’-6" X 13’ LIV RM DIN ENTRY/ BED RM 11’ X 16’-4" KIT 7’ X 8’ ENTRY/ DIN LIV RM 10’-6" X 13’ STOR W/D 36’-2" 19’-6" NORTH ELEVATION SOUTH ELEVATION EAST ELEVATION WEST ELEVATION 29’-9" 11’-9" 8’-0" 10’-0" PEAK ROOF CLG 2ND FL 1ST FL William H. Richmond Proposed Mixed Use Building South Yarmouth, MA 02664 Tel. 508 619-7824 83 North Dennis Road Scale: 1" = 20’ Date: February 10, 2017 Prepared by: Prepared For located at 612 Route 28 Great Island Condos West Yarmouth, MA 7’-6" Great Island CondosC SILL NOSE 3/0X4/6 DH WINDOW AZEK 1"X5" TRIM CLAPBOARDS 5" EXPOSURE ARCHITECTURAL TYPICAL EXTERIOR MATERIALS N.T.S. WHITE CEDAR SHINGLES 12" TRIM 3/0X4/6 DH WINDOW ROOF EDGE & GUTTER ASPHALT SHINGLES 12 7 GreatIslandCondos@gmail.com SECOND FLOOR PLAN FIRST FLOOR PLAN 4" x 3/16" Steel Column 4" x 3/16" Steel Column 19’-6" 19’-6" 36’-2"36’-2"7’-6" 36’-2"36’-2" 15’-0" 15’-0" 9’-0" 6’-6" 8’-6" 8’-6" 6’-6" 6’-0"2’-0" 7’-6" Rev. Date: 3/06/17 Doors, Hgt’s, windows Rev. Date: 3/09/17 Roof Hgt. C Great Island Condos West Yarmouth, MA Great Island Condos 612 Route 28 located at Prepared For Prepared by: 83 North Dennis Road Tel. 508 619-7824 South Yarmouth, MA 02664 William H. Richmond Mixed Use Building Proposed Roof Plan/Cross-Section Scale: 1" = 20’ Date: February 10, 2017 36’-2" 36’-2" 19’-6" 19’-6" 36’-2"7’-6" ROOF PLAN 20" x 10" Continuous TYP CROSS SECTION concrete footing N.T.S. #15 Felt Typ 1/2" CDX 3/0X4/6 DH Window 5/8"-inch anchor bolts at 4’ foot o.c. max. Min. 48" Tyvek wrap over O.C. Typ 1/2" CDX Typ Clapboards 2 x 6 x 7’-4" Studs @ 16" 12" trim Box Trim 4" Conc floor slab Min. 3,000 PSI Damp proofing to grade height 8" Conc. foundation 3,000 PSI 6" mil poly vapor retarder 6" compacted gravel Min. 48" below grade Rigid Insulation Interior finish material 7’- 6"%%p R-21 Insulation 3/0X4/6 DH Window 2" Soffit Vent W.C. Shingles Typical 2" x 12" Floor Joist 2" x 8" Header with 1/2" spacer Roof Truss Rafters 2" x 8" Header with 1/2" spacer 2" x 6" Ceiling Joists clips at each rafter 7’- 6"%%p H2.5 Hurricane 12" E.W. @ Each Rafter LSTR 24 Straps Cont. Ridge Vent Architectual Asphalt Roof Shingles GreatIslandCondos@gmail.com N.T.S. Supporting Post R-38 Insulation Truss by Manufacturer See Footing Detail A FOOTING DETAIL A N.T.S. 4" X 3/16" Round Steel Column 6" x 6" x 3/16" Plate 30" long #5 rebar 3’ off bottom Five #4 rebar both ways 6’ apart 36" 15" Rev. Date: 3/06/17 Edit Roof lines Rev. Date: 3/10/17 Edit Roof 27’-3" 2ND FL PEAK ROOF WEST & EAST 9’-6" 8’-0" CLG 1ST FL 9’-9" 55’-1"55’1" 165’-3" 39’-6" 6’ TYP 55’-1" 27’-3" PEAK ROOF CLG 2ND FL 1ST FL 9’-6" 8’-0" 9’-9" SOUTH NORTH Tel. 508 619-7824 William H. Richmond 83 North Dennis Road South Yarmouth, MA 02664 Prepared by: Prepared For located at 612 Route 28 Great Island Condos West Yarmouth, MA Scale: 1" = 10’ Date: February 2, 2017 Proposed Residential BuildingKit Dining Living Bedroom Den BedroomDen Living Dining Kit Bedroom Den Living Dining Kit BedroomDen Living Dining Kit Dining Kit Bedroom N.T.S. Scale: 1" = 10’ Scale: 1" = 10’ Scale: 1" = 10’ 1ST & 2ND FLOOR PLAN Great Island CondosC 7 12 ASPHALT SHINGLES ROOF EDGE & GUTTER 5" EXPOSURE 3/0X4/6 DH WINDOW 12" TRIM CLAPBOARDS 3/0X4/6 DH WINDOW AZEK 1"X5" TRIM WHITE CEDAR SHINGLES N.T.S. TYPICAL EXTERIOR MATERIALS ARCHITECTURAL SILL NOSE 24’-3"6’-6"24’-3" 8’ X 12’ PATIO 8’ X 12’ PATIO 8’ X 12’ PATIO 8’ X 12’ PATIO Rev. Date: 3/6/17 - doors, windows, Hgt. Rev. Date: 3/09/17 - Edit Roof Rev. Date: 4/18/17 - Edit Dim’s Great Island CondosC Cross Section/Details Great Island Condos West Yarmouth, MA Scale: 1" = 20’ Date: February 7, 2017 allcapeseptic@gmail.com 508 771-4200 TYP CROSS SECTION A N.T.S. FIRST FLOOR 7 12 4 12 SECOND FLOOR located at Development 612 Route 28 Prepared by: West Yarmouth, MA 02673 618 Route 28 All Cape Septic LLC Prepared For Proposed Multi-Use for ROOF PLAN Scale: 1’ = 10’ B B A 7/12 4/12 9’-0"14’-0" A 2’-0" 2’-5" 24’-6" 8’-0" 6’-6" 55’-6" 24’-6" 8’-0" 11’-0" 39’- 6" 6’-0" 11’-3" 11’-3" W.C. Shingles at 6’ foot o.c. max. 5/8"-inch anchor bolts 6" compacted gravel 4" Conc floor slab Min. 3,000 PSI 6" mil poly vapor retarder Rigid Insulation 20" x 10" Continuous concrete footing Damp proofing to grade height 2 x 6 x 7’-4" 8" Conc. foundation 3,000 PSI Min. 48" below grade Studs @ 16" O.C. Typ Batt Insulation per Code Tyvek wrap over 1/2" CDX Typ 2" x 8" Header with 1/2" spacer Asphalt Roof 2" Soffit Vent #15 Felt Typ 1/2" CDX Cont. Ridge Vent 2" x 12" 16" OC Rafters 2" x 6" Ceiling Joists 2" x 12" Floor Joist Architectual Box Trim Typical clips at each rafter H2.5 Hurricane 7’- 6"%%p Interior finish material Clapboards 12" trim 3/0X4/6 DH Window ShinglesMatch line Match line 7’- 6"%%p 3/0X4/6 DH Window GreatIslandCondos@gmail.com TYP CROSS SECTION B N.T.S. Min. 48" 2" x 8" Header with 1/2" spacer Batt Insulation Residential Building WALL BEARING Post Down to Header Below Post Down to Header Below 12 7 12 4 Thee 9 1/2" LVL’s See Footing Detail B & C Rev. Date: 3/06/17 Edit Roof Lines Rev. Date: 3/10/17 Edit Roof