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Home My WebLink AboutDOA - 550 Willow St - Proposed Site PlanRIGHT OF WAY RESERVATION BOOK 972 PAGE 313 4 _ _ X - CC h 14' X—X - -X— X—X X—X X—X— W W W Q17l77j \ - X ` _W_W in o A x I J y t \ + Ty I x z f=O 11 \\\ \ \ I �mFy AV ? no xt E `T CDMM + I CNM �-E _ E in 777" EE / / 101.8' N . EXISTING TREES OF AT LEAST 4'- CAL R THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOTE IST, 3' CALIPER TREES SHALL BE PLANED AT INTERVALS OF AT MOST 20' (301.4. (TYP. ALL BUFFERS)If ss x #550 + / 0 x I` EXISTING MET AL I + BUILDING x EXISTING PAVED PARKING �S I sue 2a2 ' 14 SPACES - / EXIST. WLLR x 3 SP CES O, +�ce/ S/ ' jg0� SAO EXISTING PAVED PARKING I RFyoGR2 (SoQ0+7 Irt - / \ P BENCHMARK ! ! ; SLAB ELEV. 24.7. 4 If \ \ \ x ! If 140.00' f 1 1) If ! ! xf 11 PROPOSED PAVED PARKING ` . f �� r - - 4 SPACES �\FROM BVW k � 13 Sp FLAGS f 'r 1 f ACES - . I EE SHEETS 2 3 100.0' CONSULTING Sdo 1 f MACHINERYNO NO _ WITHIN 00' BUFFER To WWETLANjd RED l 1 / 1 X�9Vyo y _ CAP '�� f // r \ FP -�� 4 / 50 E q IND , /' /I \ \ �• 15 SPACES 1 ! V NEYgR p _ r J>C1 \ fr \\ ELECTRICX�ir� EXISTING FENCED Eqs \TO ! _ - w CONTRACTORS OREMAARD- �0ENT .(LOAM PILE TO BE REMOVE , MATERIAL STORAGE/ l SAND, GRAVEL, LOAM USE TO REMAIN) 69 ! fI off _ CONTRACTOR YARD E - / Q) / To CON77NUE IN :f,: AR ' 1 R O - - - -L _ # 3 E -, r r1f X _X �X'x= NDSCA BgRRrE _ _ _ _ _ THis ! 93 `0 STRICT !f /! O� ��/ % �S R cRR 2f1 X_X } R_40 DfSTf�T1CT 2!G LINE -PER SPRrOP! N 1-I'- _ r ! Cg PE —x�� " �xls„y�--- Y/ f REFINING SHALL BE BY A MINIMUM FOUR (4) FOOT �9s Zl —1 AND �NEYARD X_U1' OF WIDE PLANTING STRIP MAINTAINED WITH DENSELY PLANTED — — 10C' ELEC��C X�x rs=�X !N_=TRAL USE SHRUBS NOT LESS THAN FIVE (5) FEET IN HEIGHT. — — C] f - -. -- — — — ! EASEMCII-r X�x MINORLANDS SHRUBS SHALL BE AT LEAST SEVENTY-FIVE PERCENT ��""�� — — (75%) EVERGREENS.'L — — — ! ' ( — — — — — 'x�X� W erRCF7� A� APE gAR •>< / / 1 D1STRlCT INCE ro Rr FRriy <. 3 -- - _ EkISijN R -4p 2 NTNG UNE LO < -r G D•N. � Di�RICT ono P ."? _ _ _ '�58 4NcygRo LOCUS - _ ARES �' �+E F o Co ZE X--, P471770If P SNS UNE' NiF LAN 40 a - - 1'_", ! x�-X-_� / c CID (0 709pgRnN 40 S71's,3,2 1 O OOSORO l oN 4f, r,,0 2 W 4 l ORc do C / 10� 1195 POLE LEGEND NOTES: _99— EXISTING CONTOUR -. O PROPOSED CATCH BASIN +99.92 EXIST. SPOT ELEV. / ®� EXISTING CATCH BASIN -- TS9 -- PROPOSED CONTOUR - T 25• POST LIGHT 198-41 PROPOSED SPOT EL •. 60 Feet TH1 OFMq - TEST HOLE SHALL BE WITHIN FIFTY FEET OF THE DISTRICT 2Z SLOPE OF GROUND 6 UTILITY POLE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS .. "FIR flYDRANr. S NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING- APPLY TO ALL SHEETS PARKING CALCULATIONS: EXISTING: PER JULY 1, 1963 REV. SITE PLAN:. 5000 SF (1/300) = 16.67 SPACES REO. ORIG. BLDG ADDITION: 3700 SF OFFICE (1/200) = 15 SPACES 2200 .SF INDUSTRIAL (1/200) 11 SPACES - 1500 SF STORAGE (1/600) = 2.5 SPACES TOTAL, 45.2 SPACES REQ. 49 SPACES PROVIDED - 2 VAN ACCESSIBLE HCP SPACES PROVIDED PRO'Pr OSED QffTE 'P`'+� y / PROPOSED WORK MR LINE j1 $i / SETBACKS: FRONT - 30 NOTES: & PAVEMENT COVERAGE: 70% 20.49. PROPOSED - - SCREENING SHALL BE BY A MINIMUM FOUR (4) FOOT - (S14T'FENCE)/ - - - 20 0 20 40 60 Feet WIDE PLANTING STRIP MAINTAINED WITH DENSELY PLANTED OFMq OFMgg SHALL BE WITHIN FIFTY FEET OF THE DISTRICT ASSESSORS MAP 62 PCL 6 _ 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS SHRUBS NOT LESS THAN FIVE (5) FEET IN HEIGHT. S \,1H �DANIELS�o. 8, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT LOT AREA: 224,165 SFt, 5.15 AC.i INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED JULY. 2,_ 1992 SHRUBS SHALL -BE'AT LEAST SEVENTY-FIVE PERCENT EVERGREENS. �� Asti IrLA o� OWNER OF RECORD: ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE S. AND YARMOUTH HEALTH REGULATIONS. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR TWO HUNDRED NINETY-EIGHT MAIN STREET REALTY TRUST -SCALE. 1" = 20' REFERENCE ONLY. 11. PARCELS TO BE COMBINED•WITH ANR PLAN.PRIOR TO..BUILDING OCCUPANCY. (75%) OJA o A. a ZONING: B3, APD ISSUANCE OF A BUILDING PERMIT. 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO 13. NO MACHINERY TO BE STOREDWffHIN 100' BUFFER TO WETLAND. o� CIVIL - BE USED FOR PROPERTY LINE STAKING. LAND COURT PLAN 25823-L LA down inc. FRONTAGE -100 cape engineering, RIGHT OF WAY RESERVATION. BOOK 972 PAGE 313 No. 46502 No. 40 SEE YARMOUTH BOARD OF APPEALS NO. 1973 LAND SURVEYORS AREA -40,000 SF MAX. BUILDING COVERAGE: 35%— 12,512 SF/224,165 SF = 5.6% PROPOSED ° z AP ,* PAVEMENT COVERAGE: — 33,337 SF/224,165 SF = 29.5% PROPOSED aISTER G\� !q Fs logo Gr /qI L �f - SETBACKS: FRONT - 30 NOTES: & PAVEMENT COVERAGE: 70% 20.49. PROPOSED SIDE - 10'* - 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS HEIGHT: 35' (22't PROPOSED) REAR - 30' APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING - .CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE D-2 CONTINUES, ADDING D-1, D-3 GENERAL & SPECIAL CONTRACTORS YARD, • WHERE A B3 DISTRICT ADJOINS A RESIDENTIAL DISTRICT. No BUSINESS OR-NDUSTRIAL BUILDING : - (1-888-344-7233) AND ANY OTHER -UTILITIES WHICHMAY HAVE CABLE, PIPE OR _ SHALL BE WITHIN FIFTY FEET OF THE DISTRICT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. BOUNDARY 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 7. ALL SEPTIC PIPING 4'0 SCH-40 PVC AT 1% MIN. .UNLESS NOTED. FLOOD ZONE C YARMOUTH PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. 8, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT COMMUNITY PANEL #250015 0003 C AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED JULY. 2,_ 1992 SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FROM BOARD OF HEALTH. OWNER OF RECORD: ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE S. AND YARMOUTH HEALTH REGULATIONS. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR TWO HUNDRED NINETY-EIGHT MAIN STREET REALTY TRUST 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. REFERENCE ONLY. 11. PARCELS TO BE COMBINED•WITH ANR PLAN.PRIOR TO..BUILDING OCCUPANCY. MA 02673 _ ' -4. DESIGN LOADING FOR ALL PRECAST UNITS 12. FAA NOTICE OF 'NO HAZARD TO AIR NAVIGATION" WILL BE REQUIRED PRIOR TO TO BE AASHTO-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 STOREDWffHIN 100' BUFFER TO WETLAND. - BE USED FOR PROPERTY LINE STAKING. LAND COURT PLAN 25823-L DCE# 00-185 down inc. SETBACKS: FRONT - 30 MAX. BUILDING & PAVEMENT COVERAGE: 70% 20.49. PROPOSED SIDE - 10'* MAX. BUILDING HEIGHT: 35' (22't PROPOSED) REAR - 30' EXISTING -USE: ' D-2 HEAVY CONTRACTORS -YARD PROPOSED USE: D-2 CONTINUES, ADDING D-1, D-3 GENERAL & SPECIAL CONTRACTORS YARD, • WHERE A B3 DISTRICT ADJOINS A RESIDENTIAL DISTRICT. No BUSINESS OR-NDUSTRIAL 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 REFERENCE: CERTIFICATE #166065 LAND COURT PLAN 25823-L - down inc. cape engineering, RIGHT OF WAY RESERVATION. BOOK 972 PAGE 313 Cl l/!L ENG/INFERS SEE YARMOUTH BOARD OF APPEALS NO. 1973 LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. v IQf� 1r mI FOCUS. If RON P I o ` r. �OP f 0- f U ASSESSORS MAP -62 PCL--& k LOT AREA: 224,165 SFt, 5.15 AC.t LOCUS MAP SCALE: I"= 2083' (1:25,000) - OF WEST', YARMOUTH, MA . .iff"550WILLOW STREET PRE�PvARE/�D� FOR: AS/J ALJ 11.� K.�O STFUCTM®1 �1 SCALE: 1" = 20' DATE: -6-30-06 .- RINISED: 9/19/06 (SPR COMMENTS) LAYOUT AND LANDSCAPE SHEET 1 OF 3 00-185ASSURANCE-CONST\DWG\00-185 SITEPLAN3.DWG (DAO)