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HomeMy WebLinkAbout196 Higgins Crowell Road - Plan of LandGAS c 50.9 X SPOT ELEVATION LOAMYD CATCH BASIN 10YR3/4 " 15 DRAINAGE MANHOLE SMH ® SEWER MANHOLE c TELEPHONE MANHOLE 1OYR 5/8 ; LIGHT POLE -----' I 32" EL = 86.3 UTILITY POLE / LIGHT N UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP UTILITY POLE D OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE O GMET GAS METER 1 GAS LINE GV a m GAS GATE N WATER GATE — W— WATER LINE c+ TEST PIT SCALE: 1" = 20' ALLOWED WITH AN I/A SYSTEM: 775 GPD PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO /J. MCCARTIN CALC./DESIGN: K. HEALY DRAWN: P. HAGIST GNN FILE: 8948-EXC.DWG DWG. NO: 5684-01 SHEET 1 OF 1 JOB. N0: 4-8948.00 UP LOT 6 N/F ALBERT RICCIARDEW ASSESSORS MAP 46 PARCEL 61 93.4 EXISTING HOUSE #208 1 931 a \ / X83.4_y/ / 21y9° l b40' / 01, 1 / TEST PIT g2 1 ' y ' 0'9* WOODED N 95.4 X 1 1 f ORiVE'NI.Y �yn't50°"E UPL / / � � ' `• \ f I � 1 1 T, 100 3 1 � I c+.i / X 82.3 3 1, TRS I '\ N/F 11 '1 \ / TOWN OF YARMOUTH CONSERVATION n 1 A c ,NOUS DM\Il Y N\b2� 1 ,fit ASSESSORS MAP 46 Q� -.` PARCEL 66 1 f _ V 1 v > PA ING EA PA ` ' ! GE Q STOOP GAS GAS GAS N i ��� O CONCRETE1 IPAR KINNGGS ' 10 X 87.9 O 1 / RAMP c i APPROXIMA W H LOCATION I OF SEPTIC STEM / BULKHEAD 111 QO 2 STORY HYD ' 1 WOOD FRAME n MEDICAL OFFICE 1 t y p \ 60 TOF=91.44 11 JO� 1 FF=92.50 1 ' STOOP A/C Q• PAC 1 X89 - BENCH MARK: HYDRANT TAG BOLT #162 ELEVATION =95.81 O b2� BRASS r r� h" (ASSUMED DATUM) ` , o TREr LINE 1 � � I o ,18• y" 1 1 ( 0 TEST PIT #, ^<V X 88.9 � 2 ?�� s 1 WOODED ' WOODED r o LOT7 ) a , M 4 REAL STATE LLC l I �^ASSESSORS MAP 46 Up I PARCEL 62 46,998tS.F. / GUY b I WIRE 1 1 \ CB/DI 1 1 > I ! i X 88.6 CB/DISK FND I / o SAND DOLLAR CONDOMINIUM \ ' ASSESSORS MAP 46 PARCEL 28 }✓/ vv�J 2 UNITS ' � , \ �J`•I' 1 f CN R (� ! CP/DH CONC. ���0 FND BROKEN CB SIDEWALK \ < TRAFFIC \ S w I uGHTS iRAFF1C/MdLK - pALK o 1B1rnAINOU`' Si E OF pA"�M F\O r/� D i � 1'� 0 �� (pUBUC 60' WIDE) .+ r �G 1 G v o i � OPS �nG / Ck SOIL TEST PIT DATA: TEST PIT #1_ TEST PIT #2 GIRD. EL. 89.0 GRD. EL. 87.8 EST. HIGH--GW.---81-1---- EST. HIGH GW. 80.4 MEDIUM SAND 10YR 8/6 95" 120" EL = 78.0 132" DATE: _3/29/06 TEST BY: THE BSC GROUP. INC. WITNESSED BY: PHIL RENAUD PERC. RATE: 2 MIN./INCH SOIL EVALUATOR MARK DIBB SOIL CLASS: 1 L.T.A.R. 0.74 G.P.D./SQ.FT LEGEND 50.9 X SPOT ELEVATION LOAMYD CATCH BASIN 10YR3/4 " 15 DRAINAGE MANHOLE SMH ® SEWER MANHOLE LOAMYB SAND TELEPHONE MANHOLE 1OYR 5/8 ; LIGHT POLE -----' I 32" EL = 86.3 MEDIUM SAND 10YR 8/6 95" 120" EL = 78.0 132" DATE: _3/29/06 TEST BY: THE BSC GROUP. INC. WITNESSED BY: PHIL RENAUD PERC. RATE: 2 MIN./INCH SOIL EVALUATOR MARK DIBB SOIL CLASS: 1 L.T.A.R. 0.74 G.P.D./SQ.FT LEGEND 50.9 X SPOT ELEVATION C. B. ® CATCH BASIN DMH ® DRAINAGE MANHOLE SMH ® SEWER MANHOLE TMH 8 TELEPHONE MANHOLE LP LIGHT POLE UPL-)o UTILITY POLE / LIGHT UPLT* UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP UTILITY POLE 0H W — OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE O GMET GAS METER —G— GAS LINE GV MAXIMUM BUILDING COVERAGE: m GAS GATE WG WATER GATE — W— WATER LINE 517 GPD TEST PIT MEDIUM SAND 1OYR 7/4 12" 32" 89" 114" EL = 77.8 120" DATE: 3/29/06 TEST BY.- THE Y:THE BSC GROUP, INC. WITNESSED BY: PHIL RENAUD ' PERC. RATE: 2 MIN./INCH SOIL EVALUATOR MARK DIBB SOIL CLASS: 1 , L.T.A.R. 0.74 G.P.D./SQ.FT. f MARCH 29, 2006 x 0 3i A LOCUS e LOCUS NOT TO SCALE HIGH_ GROUNDWATER COMPUTATION (BASED ON TP#1) DEPTH TO WATER 11,0 INDEX WELL MIW-29 WATER LEVEL RANGE ZONE B _ CURRENT DEPTHAINDEX WELL(3/06) 7.8` WATER LEVEL ADJUSTMENT DEPTH TO ADJUSTED HIGH WATER _ 8_9 — INDICATES v_ ESTIMATED SEASONAL HIGH GROUND WATER INDICATES V_ OBSERVED GROUND WATER INDICATES PERC. TEST E]INDICATES UNSUITABLE MATERIAL LOCUS INFORMATION CURRENT OWNER: M 4 REAL ESTATE LLC TITLE REFERENCE: BOOK 20010, PAGE 163 PLAN REFERENCE: BOOK 276, PAGE 8 ASSESSORS MAP: 46 PARCEL: 62 ZONING DISTRICT. R-40 SETBACKS: FRONT 30' PROFESSIONAL LAND SURVEYOR DATE SIDE 20' OF REAR 20' MINIMUM LOT SIZE: 40,000 S.F. EXISTING TOTAL LOT AREA: 46,998±S.F. FEMA FLOOD ZONE "C" AS SHOWN ON PANEL ZONE DISTRICT: 250015 0005 D DATED 7/2/92 OVERLAY DISTRICT: ZONE II/APD EXISTING BUILDING COVERAGE: 1,180/46,998=2.5% MAXIMUM BUILDING COVERAGE: 25% EXISTING IMPERVIOUS: 8,412/46,998=17.9% MAXIMUM IMPERVIOUS: 70% SEPTIC FLOW ALLOWED: 517 GPD SEPTIC FLOW SCALE: 1" = 20' ALLOWED WITH AN I/A SYSTEM: 775 GPD TYPICAL DESIGN FLOW DOCTOR 250 GAL PER DAY PER DOCTOR BEDROOM 110 GAL PER DAY PER BEDROOM OFFICE 75 GAL PER DAY PER 1000 S.F. HORSE 1 REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF A PROFESSIONAL LAND SURVEYOR DATE PLAN OF LAND #196 HIGGINS CROWELL ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS APRIL 3, 2006 PREPARED FOR: EMERALD PHYSICIANS, INC. DR. CORMAC COYLE 433 WEST MAIN STREET HYANNIS, MA 02601 = eow"`113SC GROU"', 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2006 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 wcreas 0 10 20 40 Fccr PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO /J. MCCARTIN CALC./DESIGN: K. HEALY DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8948-EXC.DWG DWG. NO: 5684-01 SHEET 1 OF 1 JOB. N0: 4-8948.00