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HomeMy WebLinkAboutDOA - 550 Willow St - Site PlanRIGHT OF WAY RESERVATION BOOK 972 PAGE 313 e f 14 X _ --x_- X -X - X -A W W } WW/� �ppg° j \ %` X -.�o. R X vm N \ \ l f ! rya �" cop , \ 1 N Fim 1 V x :. I 0� N X - E E / CO. , cz orJm E E_�-E 101.8' DUSTING TREES OF AT LEAST 4"- CAL R THAT EXIST IN. BUFFER ZONES SHALL BE E x E- RETAINED. IF SUCH TREES DO NOT E IST, 3" CALIPER TREES SHALL BE PLANED AT I� 6 \�\ l> INTERVALS OF AT MOST 20' (301.4.$'f (TYP. ALL BUFFERS) t w \>6 F I " w 550 N � \ •6v' ?sSs�OTRiO \ ,i. Sd, + i x EXISTING w �� St' l I S I METAL \ X512 O BUILDING �� f x EXISTING PAVED PARKING I LAB 2F `\ SLAB 24.2 \ 14 SPACES A EXIST. WALK 3 SP CES OFA R00F / t ' �CFj�slgRp0 e4 6G EXISTING PAVED PARKING I gRFyp�g2 (sppiNG,o x r \ BENCHMARKPI SOq awe / 1 SLAB ELEV. 24.2'1C'F j \. j ' x PROPOSED PAVED PARKING xP SACES 4 SPACES 1 I1 I 100' FROM BVW FLAGS BY HAMLYN CONx J J I `` JJ I TING SEE SHEETS 2& 3 } NOTE' NO 00' BUFFERO WETLANp MACH RT-BE'ST REO ' 7� _ CAPE q PE AND � J ! J \ �� 9 \\ 15 SPACES01 i // 50 VIN x�Y: r -' » r \ .. \ ` / � RIC EXISTING FENCED % I Eq SEM - h r_ p \ r \ �� '� a CONTRACTORS YARD _ ,v'ENT \ J {\� \ / W TO REMAIN 1OO' WIDE {r X�� J \ \ - .(LOAM PILE TO BE REMOVE MATERIAL STORAGE/ .. SAND, GRAVEL, LOAM . USE TO REMAIN)CONTRA AGR YARD USE cu O #13 E o ! rJ x�x=X=Xr= PE BARRIrri IfER ` ` ` _ _ AREA 83 -D STRICT f // �� 4.cqR k -a _ R-40 ZONrNG DfSTRICT- LINE 79 Z J - J CAPE AND x N��EX/S77FENc t7N E f S REENING SHALL BE BY A MINIMUM FOUR (4) FOOT ¢ I xTB2� _' EYARD 100' EL k x�x 1DRfc rNDu - k f WIDE PLANTING STRIP MAINTAINED WITH DENSELY PLANTED - -L __ _ Ei1'IENT a W1NDR K, WND SHRUBS NOT LESS THAN FIVE (5) FEET IN HEIGHT. C] r - ` � � ECIC EAS k=�rAL USE I SHRUBS SHALL BE AT LEAST SEVENTY-FIVE PERCENT _ (75%) EVERGREENS. - a _ k�X 8/RCNES SCAPE 0 RE&f R7CN Ccr 7� _ _ 83 DISA� AR FeNCE �Rl� 00? 111% I e a ' 3 EkISTNI R_4p TRICT 2 N1NG UNEA!!y ( _ _ O H DISTRICT E LOCA7A0 2.3S8j4NC7yq'QO LOCUS v ARES T}1E DCOURT P" NE -� EtECTRrc PETmo�w x+s rsSro U �xN� t4A/ 40T 17j 04, Q7 dF 709 gRnN Q Deo c0sc, SON �1oT77o 5j15` 2 1� LEGEND' PAVEMENT COVERAGE: _99- EXISTING CONTOUR-- © PROPOSED CATCH BASIN +99.92 EXIST. SPOT ELEV. (®� EXISTING CATCH BASIN ` -C� PROPOSED CONTOUR PROPOSrj Di_ QITEj _ (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 25' POST LIGHT 198.41 PROPOSED SPOT EL . 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. TH1 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED. - - TEST HOLE 8• COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED WITHOUT 2!Z, SLOPE OF GROUND INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �Q> UTILITY POLE FROM BOARD OF HEALTH. . -FIRE ++YDRANr. . WIDE PLANTING STRIP MAINTAINED WITH DENSELY PLANTED SHRUBS NOT LESS THAN FIVE (5) FEET IN HEIGHT. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING- APPLY TO ALL SHEETS Q PARKING CALCULATIONS: EXISTING: PER JULY 1, 1983 REV. SITE PLAN:. 5000 SF (1/300) = 16.67 SPACES REQ. ORIG. BLDG ADDITION: 3700 SF OFFICE (1/200) = 15 SPACES 2200.SF INDUSTRIAL (1/200) - 41 SPACES 1500 SF STORAGE (1/600) 00 2.5 SPACES TOTAL• 45.2 SPACES REQ. 49 SPACES. PROVIDED - 2 VAN ACCESSIBLE HCP SPACES PROVIDED N OTES: PAVEMENT COVERAGE: - 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS SETBACKS: FRONT - 30'* APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING p0�-\-SCREENING -CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE PROPOSrj Di_ QITEj _ (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ' EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED. PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. 8• COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED WITHOUT AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FROM BOARD OF HEALTH. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.G0 TITLE 5. WIDE PLANTING STRIP MAINTAINED WITH DENSELY PLANTED SHRUBS NOT LESS THAN FIVE (5) FEET IN HEIGHT. AND YARMOUTH HEALTH REGULATIONS. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. REFERENCE ONLY. .11. PARCELS TO BE COMBINED,Wf1H ANR PLAN PRIOR TO BUILDING OCCUPANCY. _ 4. DESIGN LOADING FOR ALL PRECAST UNITS 12• FAA NOTICE OF "NO HAZARD TO AIR NAVIGATION" WILL BE REQUIRED PRIOR TO TO BE PASHTO -H20 UNLESS NOTED. ISSUANCE OF A BUILDING PERMIT. 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO 13. NO MACHINERY TO BE STORED WITHIN 1DO' BUFFER TO WETLAND. BE USED FOR PROPERTY LINE STAKING. (75%) EVERGREENS. DCE# 00-185 - ZONING: 83, APD T fqr N61. %� 7oo8Np - 9S LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. V yti. tiii0 �. � 57/ m� LOCUE: f i IRON F f f i I �. in QP L, Q J U ASSESSORS MAP -62 PCL. -6 t LOT AREA: 224,165 SFt, 5.15 AC.t LOCUS MAP SMFA 1" = 2083' (1:25,000)- ks OFLAN" 'IN 7�7 ES'(i`�-`Y 0 n, MA ,#550 Ali ILLOJ �'�" •El PREPARED FOR: ASSURANCE CONSTRUCTION SCALE: 1" = 20' DATE: 6-30-06 REMISED: 9/19/06 (SPR COMA LENTS) LA OUT AND LANDSCAPE - SHEET 1 OF 3. 00-185ASSURANCE-CONST\DWG\00-185 SITEPLAN3.DWG(DAO) PAVEMENT COVERAGE: 33,337 SF/224,165 SF - 29.5% PROPOSED SETBACKS: FRONT - 30'* MAX. BUILDING p0�-\-SCREENING 70% 20:47. PROPOSED " PROPOSrj Di_ QITEj _ � N HEIGHT: 35' PROPOSED WORK �%IMR LINE j11.7f•' EXISTING -USE: ' /.3 1tJ �-lf$1-f SHALL BE BY A MINIMUM FOUR (4) FOOT (SttS'£ENCE) / D-2 CONTINUES, ASSESSORS MAP 62 PCL 6 20 0 2,7 . 40 60 Feet WIDE PLANTING STRIP MAINTAINED WITH DENSELY PLANTED SHRUBS NOT LESS THAN FIVE (5) FEET IN HEIGHT. OF / 1N OFH +Ica as SHALL BE WITHIN FIFTY FEET OF THE DISTRICT LOT AREA: 224,165 SFT, 5.15 AC.t " SHRUBS SHALL .BE'AT LEAST SEVENTY-FIVE PERCENT ,p�• +� �c'IaN AcyDANIEL SCALE: I 20' (75%) EVERGREENS. o A. COMMUNITY PANEL #250015 0003 C ZONING: 83, APD JULY, 2, 1992 oOJA LA N FRONTAGE -100 TWO HUNDRED NINETY-EIGHT MAIN STREET REALTY TRUST CIVIL MA 02673 -. No. 4o . AREA -40,000 SF MAX. BUILDING COVERAGE: 35% - 12,512 SF/224,165 SF = 5.6% PROPOSED 4 9No. 46502a �Q �4 LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. V yti. tiii0 �. � 57/ m� LOCUE: f i IRON F f f i I �. in QP L, Q J U ASSESSORS MAP -62 PCL. -6 t LOT AREA: 224,165 SFt, 5.15 AC.t LOCUS MAP SMFA 1" = 2083' (1:25,000)- ks OFLAN" 'IN 7�7 ES'(i`�-`Y 0 n, MA ,#550 Ali ILLOJ �'�" •El PREPARED FOR: ASSURANCE CONSTRUCTION SCALE: 1" = 20' DATE: 6-30-06 REMISED: 9/19/06 (SPR COMA LENTS) LA OUT AND LANDSCAPE - SHEET 1 OF 3. 00-185ASSURANCE-CONST\DWG\00-185 SITEPLAN3.DWG(DAO) PAVEMENT COVERAGE: 33,337 SF/224,165 SF - 29.5% PROPOSED SETBACKS: FRONT - 30'* MAX. BUILDING & PAVEMENT COVERAGE: 70% 20:47. PROPOSED " SIDE - 10'* REAR 30' MAX. BUILDING HEIGHT: 35' (22't PROPOSED) - EXISTING -USE: ' D-2 HEAVY CONTRACTORS YARD • WHERE A 83 DISTRICT ADJOINS A RESIDENTIAL PROPOSED USE: D-2 CONTINUES, ADDING D-1, D-3 GENERAL & SPECIAL CONTRACTORS YARD, DISTRICT, No BUSINESS OR.INDUSTRIAL BUILDING I.E. WHOLESALE PLUMBING, HEATING CONTRACTOR ETC. SHALL BE WITHIN FIFTY FEET OF THE DISTRICT BOUNDARY FLOOD ZONE C YARMOUTH COMMUNITY PANEL #250015 0003 C JULY, 2, 1992 OWNER OF RECORD: TWO HUNDRED NINETY-EIGHT MAIN STREET REALTY TRUST 550 WILLOW STREET, WEST YARMOUTH, MA 02673 off 508-362-4541 fax 508 362-9880 t REFERENCE: CERTIFICATE #166065 LAND COURT PLAN 25823-L I do wrn cape en gin e erin g, /n C. RIGHT OF WAY RESERVATION BOOK 972 PAGE 313 4 -Cl }//L ENG/NE-ERS SEE YARMOUTH BOARD OF APPEALS NO. 1973 LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. V yti. tiii0 �. � 57/ m� LOCUE: f i IRON F f f i I �. in QP L, Q J U ASSESSORS MAP -62 PCL. -6 t LOT AREA: 224,165 SFt, 5.15 AC.t LOCUS MAP SMFA 1" = 2083' (1:25,000)- ks OFLAN" 'IN 7�7 ES'(i`�-`Y 0 n, MA ,#550 Ali ILLOJ �'�" •El PREPARED FOR: ASSURANCE CONSTRUCTION SCALE: 1" = 20' DATE: 6-30-06 REMISED: 9/19/06 (SPR COMA LENTS) LA OUT AND LANDSCAPE - SHEET 1 OF 3. 00-185ASSURANCE-CONST\DWG\00-185 SITEPLAN3.DWG(DAO)