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HomeMy WebLinkAbout92 Old Townhouse Road Site PlanRq 14'9040 /O' ilgsl 33 POSSIBLE RAI'ROAD m R//F�_dd/t - EASEME,`dT o J J � �, \ \ , •� •..� \ \ ` CCS = w ry LOCUS MAP ASSESSOR'S MAP 87. PARCELS 28.1.1 6 28.1.2 =`IES ZONING DISTRICTS. B3 6 APD MIN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' �J' /' / _ --��\ +, \5 5•,5 �'��'_- .'T'-7__. 10' SETBACKS: FRONT - 70'. SIDE - 10'. REAR - 30' 'J MAXIMUM BUILDING COVERAGE - 35x. MAXIMUM IMPERVIOUS I'o _ / �\ \` ''} 't \ ? �'-�5 _ oo LOT COVERAGE - 709 WHEN ARTIFICIAL RECHARGE OF EXCESS!' RUNOFF 1S PROVIDED. FLOOD ZONE C. MAP 250015 0004 C. DATED 6/17/86 AREA CALCULATIONS: V;11 TOTAL LOT AREA - 182.3381 S.F. - 4.191 ACRES TOTAL BUILDING AREA 7.410t S.F. 4.Ox OF SITE TOTAL PAVED AND WALK AREA - 113.5601 S.F. • 62.Jx OF SITE TOTAL IMPERVIOUS AREA - 120.9701 S.F. - 66.3% OF SITE PRO S£D GRAVEL BOAT woRAGE AREA PARKING CALCULATIONS: 1 1 INDUSTRIAL USE. 5460 SF / 200 SF PER PERSON - 27 PEOPLE BUSINESS USE. 485 SF / 100 SF PER PERSON - 5 PEOPLE T I 1 STORAGE USE. 2675 SF / 300 SF PER PERSON - 9 PEOPLE TOTAL OCCUPANCY LOAD - 41 PEOPLE I 1 I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- 21 SPACES REQUIREDI 1 j '' L 0 r 1 / ` \\ ' ! ! II I + 1 HANDICAPPED SPACES REQUIRED - I SPACE It It / \ A l j `j, !! „ j t j 1f 11, TREES REQUIRED (I PER 8 SPACES) - 3 TREES 1 bit Gw G .1 (t�17 + I 1 GENERAL NOTES: 1. PROPERTY LINE INFORMATION WAS COMPILED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2 VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS SET. SEE SITE PLAN. 3. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS. VARIANCES ETC. FOR THIS PROJECT. 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS TO BE CONTAINED ON SITE. 6. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. 10. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. Il. BEFORE CONSTRUCTION CALL -DIG-SAFE'. I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. l3. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO COMBINE LOTS l A 2 INTO ONE LOT. 14. EXISTING TREES OF AT LEAST 4- CALIPER WITHIN THE 10' AND 20' BUFFERS SHOWN SHALL BE RETAINED, IF TREES DO NOT EXIST. 3' CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. PER 301.4.4 1 I PRO D DUMSTER 1 I 7 PAVED PARKING i II 1 •\ I' r // AND STORAGE AREA \\ \\ \\ \\ 11 I , \ \ 4 CATCH .' BASIN Ary{ 15b0 GAL R)V.94.B \ TANK FOR �� \ BOAT:ASN `� = $OAT WASHOO PR SED GAlq\ VEL BOAT STORAGE AREA `'`.. 0 1 1 DOWN APRON o l 1 \ ♦ �' o \ \\ 1500 GALLON, .,�m (, 1 ` \\ ♦ - \ \ HOLDING TANK PORI o _ 50 1 \1 �\ ♦ ♦\o �• \ ` \\ FLOOR DRAINS f� L/ 2 It 'Fi_ 11 NII �\ 1+ ♦\ � 1 \\ \\ _ \\�� 1 r 1 \ \ i \ PROP O Izl `� \ \♦ "�\ \ BOAT ! Zz m \ `� 11 111 2;1 '+ ♦ PROPOSEDF ♦\` 1 BUILDING FLOOR .95.0 5 \ 1 1 __ \ 1 1 V C TCH BASIN � V `•� 1 1 \ RIM -93.5 , - FIRE DEPT. �-7- ] CONNECTION 1 \ PROP 1 \\ PROP Sao SC. EN!"G Q i , \_ _ _ _ \ i _ _ _ _ PRO POSED .Q' CNA1N LINK_ NCE _ _ _ ` ,,, .wJ•r {vf= WALK _ J GUY WIRE \ UP 103 _ raw !� LEGEND \ r13 rri ® WATER GATE \-��--_PIT W/J' STONE AROUND MH W/1 GALLON lLTS W/J' I-, J-1000 G4LAON LEACH P1 T51 �lJ' STONE AROUk0 \ l\ MH W}�' VENT \ N BASIN 1000 GALLON LEACH LEGEND \ ..•.. \� •6-500 GALLON ! ® WATER GATE \-��--_PIT W/J' STONE AROUND 2A .....PROPOSEDa1�GN ACHING CHAMBERS _\� 2C' MIN BUFFER - r 2C IAIF BtFR RruaB Orr ABOVE BOTTOM) -G- GAS L 1 NE ►/�<fTON£ AROUND CATCH BASIN 7, .. _ _ PROPOSED SPLIT RAIL FENCE_- 12A 0 •_ y _ 1''^- o QP03�ED SPLIT RAIL,jE�J� f89.' BM. NYD TAG VOL T� S ;06'W 35 .99' -\ `_-'------'" ----- 4D 4o ` --�----- -'NATER-G.1 LE_ -91.46 � CATCH BASIN P ,ps \ .D •------ -------'.�-- -EL `---..--_ RIM -93.5 D__._�_____._-__.-.._ ®-HATER GATE EXISTING CATCH BASIN RIM -88.69 - 2- WATER SERVICE TO BE WITHIN A 4- SLEEVE O LD TO W NHO U.S'E RO AD 0 15 30 60 6' CRUSHED STONE OR 19- COMPA CTED BASE 1500 GALLON HOLDING TANK. H-20 FOR BOAT WASHDOWN. 1000 GALLON SETTLING TANK. 500 GALLON PUMP TANK BOAT WASHOOWN TO BE WATER ONLY PUMP AS REQUIRED FOR RECYCLE UNIT PROFILE:NOT TO SCALE - LEGEND CONCRETE BOUND FOUND ® WATER GATE -W- WATER L I NE O HYDRANT © GAS GATE -G- GAS L 1 NE ® CATCH BASIN UTILITY POLE W/ GUY WIRE ---- OHW OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE +40.4 EXISTING SPOT ELEVATION ---- EXISTING CONTOUR 4D 4o PROPOSED SPOT ELEVATION Q=:3 RUNOFF DIRECTION Sy I ATPS 0. � TYPE l -I BITUMINOUS CONCRETE ►RANK 2BINDER COURSE. !' TOP .COURSE • . ', • 8.5' DENSE GRADED CRUSHED STONE `jry� fit' OR 12' GRAVEL BASE PAVEMENT DETA I L F/q NO SCALE i I 5/ TE PLA/V O./= LAIVO 92 0 0 TOW/VHOUSE_ ROAD : MAP 87. PARCEL 28 i O U TH YA RAWO U Tf-/ MA . PREPAREOFOR: FRA /VC / S R / C1 -1A R0 DRY DOCK MAR I /VE SCALE: / - 30 MARCH 23. 2007 REVISED: MAY 14. 2007 REVISED: AUGUST 9. 2007 REVISED: JUNE 12, 2007 REVISED: JUNE 26. 2007 EAGLE SURVEY I NG , INC 923 Route 6A Yormouthport MA. 02675 362-8132 �1`IT ( 508) 432-5333 i �j O l- S lo �'f Z 'OLID 70wn�rfvvs� p