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HomeMy WebLinkAboutSD-40-4AMON UTILITY NOTE LEGEND ALL ELEVATIONS REFER TO N.G.V.D. OF 1929. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE BIT CONC BITUMINOUS CONCRETE BENCHMARK USED ABOUT 0.5 MILE SOUTHEAST OF LEXINGTON CENTER IN THE RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES CONC CONCRETE NORTHWEST CORNER OF THE JUNCTION OF THE DRIVE TO THE BAY STATE NURSERIES AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE C.B. CATCH BASIN AND MASS. AVE.; 13.2' NORTHEAST FROM FACE OF CURB ON NORTHEAST SIDE OF FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING,GRADING, DB.C.B. DOUBLE CATCH BASIN (MASS. AVE. AND 43.9' NORTH FROM END OF CURB ON EASTERLY SIDE OF DRIVE . PAVEMENT RESTORATION OR REPAIRING . ALL UTILITY COMPANIES, PUBLIC AND G. G. GAS GATE A U.S.C. 81 G.S. AND STATE SURVEY DISK STAMPED 54K- (99.46 ,SET IN A PRIVATE ,MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT U.R UTILITY POLE CONCRETE MONUMENT,TOP OF WHICH IS 2° ABOVE THE GROUND. ELEV.= 199.46 SHOWN ON THIS PLAN: SEE CHAPTER 370, ACTS OF 1963 MASS. GENERAL LAWS. WE D.M.H. DRAIN MANHOLE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES S.M.H SEWER MANHOLE OMITTED OR INACCURATELY SHOWN, BEFORE PLANNING FUTURE CONNECTIONS , T.M.H. TELEPHONE MANHOLE THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPARTMENT MUST BE CONSULTED. R.C.P. REINFORCED CONCRETE PIPE -D- DRAIN LINE -S- SEWER LINE REFERENCES' NOTES: -W- WATER LINE -SS- SEWER SERVICE MIDDLESEX REGISTRY OF DEEDS THIS PLAN IS SUBJECT TO A COVENANT A ASH SOUTH DISTRICT AP. APPLE DATED sEPT6MSElz 221 (c8t, R, DEED BK. 1188 G CHESTNUT .0 PAGE 214 BOOK PAGE CH. CHERRY S 1 7396 325 E ELM 6,5 1 INV. =180.71 HEM. HEMLOCK I' R.R.TIE 27"x 27 THIS PLAN IS SUBJECT TO A M MAPLE \ 0 OAK BOX CULVERT SPECIAL PERMIT DATED AO(,UST 18t tl8(, P PINE 24"A 2iHANNEL W WILLOW \V H.R HIGH PRESSURE j �' OHW OVERHEAD WIRE �J ��. i �ra� THIS PLAN IS SUBJECT TO A 24" R.C.P a \ ` 4 I. P, IRON PIPE \ , \ CERTIFICATE OF ACTION DATED INV. = 181.95 c4. Iz "M \ e4\ ���14'M 4q AUGUST 12, 1986• L. P, LIGHT POLE 2 • �, ` `� S'sq STY. STORY z' • 24 A \ \ I' M) \ \ -`t � T W. TWIN `IS '0 `rFT W/F WOOD FRAME 1/ \\ z W /LIGHT WITH LIGHT \® \�__" -� �� Sad �l TW.12'M qy T -G GAS LINE i \ \ 24'a ' " \ ! �9, -T- TELEPHONE z® I 3 ®M \\ ��\ i s288`S50 a4 \\ w.l"�2s'OO,Q S RECORD -T •6 s P \ \ \ 4 ®M \ TW 16 "M 4T S.B. /D.H. STONE BOUND/ DRILL HOLE 1po, a, .��� ���,, i� 3 6M \ \ \\ \ ® IS''w 2'M�/L FND. FOUND NIF WILLIAM MOTT HALL TRUST 40 ®"�M \ \ \1\0� 0,97\2 \ g SF 13553142 IS " p PLAN 328 OF 1917 2.3180 AC M o ss y Z% \\ \ hG tF \\ \o� r, o \ \ \ \ a\ \\ GFrgrFO \ \\ 20® W O to o y� \O \ 'n if ®A /22 E 30"M / 12 "M! 14 \ O \1 \\ \ \ 25 M ®IS "\ ' ' f ®'W O ®15 /M 1 Z d' \\ 14•M 12 M \ ies \\22 *M _ \ \ /90 \\ \ \\ 21* - C7\ i -�` BOUNDARY (V / \ \18 "0 DISTRI -182 -� (APPROX.) W � 14' M �- N45-36 DO W \\ 84 -_ 44 -44 -49 E 0(j) < 11 ®.O ®' \ HISTORIC ...`ra 14'x4 .. 73.21' I2 "M \ • 48'M 8\ COMPOST BOX \ • \ 12'M , 4 ®M * °N �° �_- -12 AP ,b \°j° 12M 11 „0 \8g \,,, _ /g4� 12 \\\\�� 1. ROW OF PINES /r 0 i o °�f�N °� 1g0 �' -188 24 "M CH- Q (P 1S" O W N Two /t ti \\ {j • N (;1 O X200\ / / - _ Gq4 VF 192 ` \ t NI F \9° 0 p °� » 0�\C*- BUSH \ \1 ®M v BARRETT ( Z6'SPRUCE t / tyG G7i 4,.d,✓ � 00 9 3 12' P O.p 14 M \� 705.61582 N/F �o� OD BUSH * �� FF' \9 ' ? • r I -19 F �� \ 69431459 BERTIN/ ss "M \ BUSH Z�IF O,U P \ r\ z® 5'A PLAN 8K. 196 OF 1946 ® p\` 120661138 ° I g \\ BU tJ0' \3 48" M \\ 120P \ cn • \ L N/F 73961325 m `"s BUSH \ 0 4 G \ \3fi "P ITARRIGAN 8 "HEM. 24\M \ \9a�B�iH ®USH ��,,0PID`''rR 48"M ® Rq['F� \ 6 "HOLaY \ 14!'M Gg9QCE 117891154 I \ 12'HEM, \ \ 2 ORt� N \ 194 5.6 CONC FL \ \ FLAGSTONE 8 �•S 36"M F 194 h 8095X242 % A, 10 "HEM. WALK 47887 SF 0 '� 9 \9 t 12 "HEM `t PLAN /134 OF 1953 \ oN i M _ 10991 A.C. r PE6S`�e \ _ 28 "M p It EXIST D.M.H. O& 14'M - % ` (FND.) ® 9A'TELEPHO E OI 12 M • / .� J - \ VAULT EXIST S.M.H. RIM= 193.99 • -1 `� PINE S.B. /D. TREES - t ( l I NV.(.SW).- 184.97 i8'C BUSH WOOD RIM= 195-64 e 4'-8' HEMLOCK °114• INV.(NW 8 BE) =18682 EXIST. 94 ° ! © GATE -108• t _ 94� ,�•�,� 9.. -- .M.tC U 8 TELEP R`494. INV(SS)= 188.60) EXIST. D.M.H. p.M.H � �, RIM = 195.17 I I L= 93.69 _ .P BT:. - .�DUnm DKI GH NONE Cp,V, 07 1 l ' IE ( 60.00' WIDE - PUBLIC) 1888 COUNTY LAYOUT I , CLERK OF THE TOWN OF LEXINGTON, MASS. HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. r<ern Ix/�3�G � DATE TOWN CLERK INV.(SE)= 184.62 INV.(NE)= 188.22 EXIST. S.M.H RIM = 194.63 INV.= 187.88 G 4'H EXIST. C.B. RIM(SE) = INV.(SE) 1 90.54 INV. (NE)=185.08 .TELEPHONE INV. (SW)= 184.86 CONDUIT EXIST. C.B / RIM = 193_75 I N V.(SW)= 189.40 1 N V. (SE) = 189.20 INV. (NW)= 189.15 EXIST. C.B. RIM = 193.64 INV. (SE )= 189.94 INV (SW)= 189.12 I NV. (NW)= 188.84 1NV.(NE)= 186.38 �/ o 'm tiF L U Z 0 U t- m I2' R I M= 193.55 INV. = 190.45 EXIST. C.B. R.I M = 19 3.41 INV.= 191.21 EXIST. D.M.H. RIM=194.41 INV.(NW)= 187.54 I NV. (BE) = 187.26 INV. (SW)= 185.91 INV. (NE) = 185.74 --� W_�- 6" W D G EXIST. C.B. RIM = 194.40 INV. = 191.70 RIM= 194.51 INV= 192.91 RIM = 194.77 INV.(S)= 192.15 INV.(NE)= 190.74 INV. (NW)= 188.92 INV.(SE)= 188.95 At- EXIST. D.M.H RIM = 196.53 IN V. (NW) = 189.81 INV. (SE) = 189.62 BENCHMARK NORTHEAST CORNER OF STONE BOUND ON 2'OFFSET LINE ELEV. = 194.48 am IREVISIONS: NO DATE REFERENCES: PROJECTTITLE Bedford MA 01730 DONALDG J. FORAND..: `^ No 29880 �FC/STE rf� f�6 EXISTING CONDITIONS, SCALE: I" = 40' DATE: JUNE 6, 1986 COMP /DESIGN: CHECK: DRAWN: R J. COUGHLIN FIELD: FILE NO: DWG. NO: 1283.06 SHEET JOB NO' 7- 2300.01 4 OF 7 5(15- - ICI V. 46