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HomeMy WebLinkAbout83-1968 - 03 - Existing Conditions PlanAIL AIL AL rats JAL JAL ,L.11L pus. AL � rills Y7 BORDERWG VEGETATED I NE7ZANA4 (BV11j 175 17 F 2 p3 Y4 Y5 ' ` �� Y9 YID 171 172 Y73 174 �•� 176 177 Y27 O- _ _ -•- -- -�'� _ �s� tip_ 3?9 120 m Y22 Y24 YZ5 �- � _ Y23 Y26 CCB CB RL1f=18 23 BUCKISLAND ROAD12" cAfP INV -14.9 CCB CCB 12" RCP INV=15.2 CB RI RI,V=18.22 (PUBUC WAY INV.=151 19.07 - OHE 0 \ HE-� � -------------------= BIT. 1PALS .t.. t, , - (7N HF BIT. III 18/ '., SYY'r7 Sd. 4F a { %.,s k.., , t`3 :. 3»u. .{ „ , . t - rg- ri,. �, ...,, F OHF- QHF- f ',°a..... , y,.,,,, . rr 'i, ,,,.. i #•*,gs.. 5 , =..v,.{..:rt, J.d «;o->ra<;. .. sva, ,,. ,*',..,. s,e F E OHE + .. r . 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PPCTOP�7.63 �/ / / __------i2zr5 ----- ��` \tiELL�S VINYL POST& Z68 14.4 1 X1892 / / \ x19.75 x16.31 DRAWAGE EASEMENT ` ELEV=14:13 - .18_ - - - - sy2� / 917P �' C 14 \ \ D® BXfPG.• 11045-278 xlaz� \ // \ =6619.64 RAIL FENCE o t9se i� \ \ i Xrs.st / x2330 X2248 \\ PVC=19Ti0� Z67 \ \ / - - / x18.21 / 4'997 / / f ' -- -- .- X1859 _ /20.34 / - ' \ \ ` -%2�az X2328 \ STREAX- � 1999 15 UPPER BOUNDARY \ 1a• �? \ ` ` 20 os F B AV 268 379 \ x1722 / O� i /Z \ \ 20.60 i / \ X19.73 VINYL POST AF Xz15s \- // // \ x2318 \ 2149 n RAIL FENCE ,!\ -------------265 X20.8 X2/D.\ \ u0z X20.92 / X2552 24 X20.61 2428 r0`OAK lgl 1492 \ \ \ i �� - / / ,26• X26.52 X2685 CB 1 V�1' RECORD I ZL.65 1� O�\\` X2424 / RIM -22.45 LOCATION OF / l LEACHING - HING PIT / - J X22 - L ,A �� '/, // 10"INV.=197' // A z2 os N"\x \ \ \ \ / X2� arm \ \ / d' / / RECORD LOCATION OF / ` / � 2z 5z � (LEACHING PIT) - c4 \ r \ / i ¢ i LEACHING FIELD \ / RIM=2215 FLOOD ZONE LONE 19. 3119.. I \\ \� � \\. \�C24.�3 / // X2223 , i 2Z 50 / � '' � l � � 1t .2265 e 22.54 2. \\ / / i ^71 370 O 1T`✓ 22718 (FIEF 10J t 262 \ \ \ 0 2619. 7ss ( \ xjG PAD 6% INV. 0U7=22. 4 \ _ SS 24.5 1 , �D // SS / C SPEED C 12" RCP RIM -22i \ 7t7R 6'" INV. IN=22.4 \ 229.7 . 9\Nr' / C014 CONC 4.9.0 \ z� z4 2544 / RIM -22.42 ro BUMP INV.=19.280\ \\j + \tt��� 12" INV=19.4 / m INV.=19/5 710 // / / X2asg j PAD 'mss\ •� t 12" CMP S \ - - ss x 10" INV. =19. 7 'a IZZ \ 259 \ j \ \ / X20.Ss 1 1 I r - - I - nv 2250 GG -0 RIM CE =22.73 �V� \ \ x239.9. / a ___ ��I BI 256 7 14.51 j \\ ` \ \ / h / GAS ���` 53 dfPl s r7 0 SPEED 1 CCB 231e/ / 3 9.2 --I INV. =19.6 10" C X11 �' - 0 INV. -19.6 x344 / j \ i IM= .39 SMH 2360 23.7 24.51 BUMP RECORD 55 258 \ \ \ \ ��o \ 1 n \ / ' 6 ' IN . 0 =16.2 (D-BOh) - LOCATION OF \ l J I1 j / > \ \ 18- RIM �'2 94 SMHr i ��� -4" PVC 6 j,1V IN=16.2 28.34 X I LEA PIT GR�LE 1 _ \\ J /� ��al() F.7M=25.15 \ 7 z 251 , \\ BDTI TANIi.29 \ I , 1 y�4�` ` 24.15 4" INV IN -162 252 // 2301 yW 2299 j Y �I \ I CCB \ z aJtC t'� Z53 / X16.26 ` C 1 zze 1 m 114 � / / xi 3B. \ \\Zs9x / S \ \ 230 ? ( CB l 504 ( I 2509. 0" M-2 9 9 \ CO22.58 2358. 2325 2318 29. sr • \ 6" PVC 2379. / a. 24 / / _ 29.9.7 B i 11 X18.:, 4 VA \ M 22.8 S \ O zzz6 22.69 / / 2.. V.=19.6 RJM=2249 r • \ (pug A.) D(JTTOM T K- .IB \ \ x515 ,� 12" INV.=19.6AL / RIJ- .98-�� \ �` 2254 10"INV'=19.7 CONCRETE TOP P v TSMH \ \ / 14` Y7i5E 2518 Sp N 10" CMP 2318 PAD CAP+7PY 1 LEGEND ® DRAIN MANHOLE O CATCH BASIN DRAM UNE - OO SEWER MANHOLE SEWER UNE SS © ELECTRIC MANHOLE OVERHEAD ELECTRIC OHE OVERHEAD ELECTRIC UGE LIGHT POLE a UTILITY POLE -- 22 -- CONTOUR LINE (MNR) - 20 - CONTOUR LINE (MJR) (R) RECORD LOCATION we VERTICAL GRANITE CURB CCB CAPE COD BERM GUARDRAIL POST & RAIL FENCE a WATER VALVE SEWER LINE W- vt HYDRANT SEWER UNE G GV SPOT GAS VALVE Ile SIGNS L.S. LANDSCAPED AREA 0 MONITORING WELL AL WETLAND • Z70 WETLAND FLAG Xt2839 ELEVATION "iYlPTF' WASTE WATER TREATMENT FACILITY - EASEMENT EDGE OF WETLANDS CONSERVATION EASEMENT LINE - - - FLOOD PLAIN ZONE LINE • PROPERTY LINE AQUFIER PROTECTION LINE 3t.fi2 -- 506 ESD PLAN REFERENCES: %` �80�TTOM TRAY .18 \ \ RIM=22.72 S \ ! , �� ?�12 s�s6 BUMP \ • LB 1 V. X24. \ BFJVCl1 B2 2360 „ 1.52 S \ 21.61 .�� RECORD X362 g, 3g �p 28.08 i 1.) ALTA/AGSM LAND TITLE SURVEY PLAN OF LAND IN _ LOCATION OF 2507 \1 • \.v.so LEACHING PIT I z3 }1 2319. - z3ae �4 j 24.0jS (WESNG YARMOUTH, tI, MA 579UCK�SLAND ISLAND DR WEST E L rA 21.76 f I B ��8y _ YARMOUTH, MA, DRAWN BY DOWN CAPE ENGINEERING, INC., AL � NB rt/s � s � B TOM TANK= . �7 SMH I � 2522 �- � 0s� _ 939 MAIN STREET, YARMOUTH, MA, DATED 1/15/91, LATEST I je\ t6ssx SGS S RIM=20.69 - COJJG �A�� 24.49 �37s RECORD , REVISED 12/13/01' 2129. 2681 u' r1 g � -124- - 29.57 I � LB - LOCATION OF � 64 x23 LB LEACHING PIT 2a.r S S B1M 21.51 $65 I 2.) PAN OF LAND IN (WEST) YARMOUTH, MASS PREPARED \ \ 20.97 / x� 2363 -_ j '� - FOR MAYFLOWER DEVELOPMENT, LLC, DATED: APRIL 23, 1987, AL \ X1Z16 \ v4 ���III j BENCHMARK- BONET Bf1Lfi ;•' I -" DRAWN BY DOWN CAPE ENGINEERING CIVIL ENGINEERS & 117 \ 48 ` MOM7i7RWG \ \ l / - + ON HYDR9NT EIEi7= 26.44 I LAND SURVEYORS, ROUTE 6-A YARMOUTH, MASS.' Is 66 3.) 'SUBDIVISION PLAN, MILL POND PARK, WEST YARMOUTH, 179. BORDE!'rDY I YEGETATID GND ,¢'1 \ l 6" P[C Zs. 65 MASS., PREPARED FOR LAND COURT REGISTRATION FROM 1PE7ZAND\LWE AS GND=18.05 Bs ,20 \ \ / i` FLOGGED BY III TEC' TOP OF \ rz" 24.06 x249.7 \ _ S, I SURVEYS BY CHARLES FULLER WHITNEY, ENGINEER, CIVIL & rills ON 2/7 12 PVC=17.48 \ H G 19.89 BENjFII \ 2 46 \ \ SMH/ X22 ,lir FLOOR � \ 1 = SURVEY, DATED: MAY 1ST, 1926_' RJMy'1.18 r�I �za.rs IL H8 \ \\ - di-1AANK=0.23SMH 9` ! EL97 24.09 X2365 -- _ j 2� _ 4.) "SUBDIVISION IN WEST YARMOUTH MASS. FOR LOVEKO j 748 REALTY, INC., DATED: AUG. 27, 1971, DRAWN BY CHARLES RECORD / N., SAVERY, INC., ENGINEERS AND LAND SURVEYORS, w6s8 x1693 6" INV. I15.Isss LOCATION OF \ RJM=20 76 j S'VH j HYANNIS - SOUTH YARMOUTH, MASS." 10" INV. W=15.3=15.3 \ `\ I � :2A` j J I \ 3 t - 10" RIM=21.49 INV. OVT=154 � / � � - LEACHING PIT rills _ } I / - - -18" • 6" INV. )N=15-4 j j 5.) PLAN BK: 537 PG: 28 X19.16D� 6" INV. IN=15.4 23 os i .sr j• I \ �, \ / 1K- • (2309. / 6.) PLAN 8K: 537 PG: 29 + z2 RECORD LOCATION FIN FLOOR If9 I \ \ ~ RECORD LOCATION 16.46 22 7 \ ElEtr=24.17 B40 I � rr4 \\, OF LEACHING TRENCH 18.63 \ 29. OF LEACHING TRENCH x239.5 \ I 7.) PLAN BK: 537 PG: 30 120 VA :- G RECORD BRiClf P ^ 31 r ' \ rn RIM=18.54 SWN 44 ` ` LOCATION 0 - NOTES. JAL I 243 N \ INV =15.8 LEACHING PIT - �p 1.) TOPOGRAPHICAL INFORMATION SHOWN HEREON IS r117c F� LIl✓E \ LD g Z�C" i BASED ON A FIELD SURVEY PERFORMED BY KELLY R39 PBZENMAL STREA1f- \ \ x19.47 X19..34 1895 RIM=l$�39 S (�� ^� , 122 - - DdY.- x2329 V �� p g l0.) _ Y 't� ENGINEERING GROUP INC. IN FEBRUARY 2012 MEAN ANNUAL HIGH x15 6 -15 6 �3. 48 360 SMH-�' f �'D 41 1138 1FATER LOVE III , i \\ \ 18.60 �lNV=156 \\\ RIM= 22.91 �f(eti �� •p}�1 yP / 2) UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY �.�{ Y �QNAND ARE BASED UPON FIELD LOCATIONS OF \ I 1901 re. B6 SIGN \ Y.1 �4,�FTS" S,�9g3�1t STRUCTURES COMBINED WITH AVAILABLE RECORD \ FIRE LANE" \ 29.9.1 (1, GG' (�� T' " 1� P" 0� ` 7219 Y j) r R97 123 1 31tc. � 241 if �� � \ rs5 \ RECORD 7Dr INFORMATION. �// LOCATION OF O �`' LEACHING PIT 1 t \ :69.6 1926) O R�j �Y(��s{0139 C _ 3.) RECORD LOCATION OF LEACHING FIELD, LEACHING / i \ \ \ CBJ 19..69 \ \ = O '(Y �p t^' `. P ,,.1 124 �, \ \ \ \ N RIM=1B.28 SPEED RECORD Y g3' "I V0� TRENCHES, AND LEACHING PITS ARE TAKEN FROM PLAN ENTITLED, "SITE DESIGN PLAN IN (WEST) YARMOUTH, / \ \ 0 53 WV=15.5 BUMP ��6 \ LOCATION OF �i,� ��i1 V� ( T) l I \ 11 y(LS g0Y0° / MASS." PREPARED FOR YARMOUTH MAYFLOWER PLACE JN =15.5 9.50 1 t34B 240 \ /'' r \ \\\ '� m 20. INC., \ 338 LEACHING PIT = 49�Aq GP2� 987. DATED MARCH 4, 1987, REVISED THROUGH MAY 13, �G 125 I \ • 1X5 a 126 rills. 236 \ :r - �'' ld, 0 1 �R38 r11k \ 238 234 \ \ \ s\ \\ 0 oB SiGN 07 V1t19I2 4.) ELVATIONS SHOWN HEREON ARE BASED ON NGVD IBM ` �q 12�� \x18.25 I \ \ n h 19.62 24 syr L4� 239.0 �y0 E�y` 29. MAIN BENCHMARK USED IS RM -19 SHOWN ON FEMA R34 fi \ _ i ` L \ \ m 72 to 1 01r,,C - PANEL 2500150005D DATED JULY Z 1992- mo 992 1, R30 / / r�` 1:.77 \ \ r \ LB HANDRAIL JffTAL 21.72 ) 2204 4 9 _ _ 4 6/26/13 NO CHANGE R29 rtlk IZ33 sr� XI .99C RD LOCATION I / / " W8 Z.W j \ I OF LEA G / // / �pyt{ SCALE 315/22/13 NO CHANGEI c „ n , t TRENCH ( 24 OgC 1` = 30' 2 15/14/13 NO CHANGE 1231 - DATE 111/23/13 PER C.C.C. REVIEW JPM STEVEN+ Np a \ RECORD 10/10/12 REV DATE REVISION BY HO SF GRAPHIC SCALE T4 211 LOCATION of = 230 (J ,�, \6" rrqN LEACHING PIT - 3 o�E2 MAYFLOWER PLACE (INDEPENDENT LIVING) `.� 0 15 30 60 120 % 19.76 (� �il�/(�i CLU.YP p 188 / zz9 k fjJo/ KP 2L 69 j 2365 PLAN No. 579 BUCK ISLAND ROAD S Q . ,� _ 2011-036-S000 -�. IN �) Z5 227 PO=� \' j WEST YARMOUTH, /�MARSSACHU+SETTS 1 inch = 30 ft DISK REF NO. EXISTING �VNVIT�C�NJ SHEET NO. 1966 PLAN 226 , 20.29. 2181 F:\P\2011-036 osat�+mc sm:uP sever. xoY Be ar;•roYs� Fat caunmcnaN YF1ura MEIB00�, 7Ea9apa', OR PRocfnuas unsrlFn Br TW _ IG ACLU Bae FM TIE soar IP Breus szt casmAcioR s EYPLOYFiq OR FCR n fABrME d RE sx+sYBAs ttq ro CMm sArr n� \NIPACTIDOCUMOM 19.76 0. arSIGN j sUDIT of LYMOMM ,b GROWS FM IM PLAN a Wena ro nsE MCM OF m FEE LESS 1 s= PAM snsr 4 $25 1sIRE LANE" j DRAWN BY COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. �4 c \ �/ BEivcHArA�eK- �'�' BOLT �M KELLY ENGINEERING GROUP,. INC. ON HYDRANT ELEV- 21.03 CHKD BY All Rights Reserved 52 D CIVIL ENGINEERING CONSULTANTS Res 19..83 0 CAMPANEIIi DRIVE •BRAINTREE MA 02184 R7 nBs DOOJYFrrY MAY BE RFPROatCm, STORED R7 A IiEINEVAI 51311, a!' iRAr19BTiFD N ANY foRir OR BY ANY-aEffANS EtEOiRaAC. kt+. 19.02 % APPD BY -I MCA. RMTOWPMO, eEIMMI O OR On*RWW. "IMM nff ROOK WVM MMM Q• WXY ENaNEOtaC MVP ANY 3 �a . 723 j se 111 11sMH PHONE: 781 843 4333 FAX: 781 843 0028