Laserfiche WebLink
Breadcrumb Navigation:
r <br />3 <br />4 <br />V V_ <br />i93 � � Jas >? <br />1� <br />lh( UP HW --° <br />to <br />�. <br />WE'D .QFIRJNiuL <br />O <br />SMH <br />Waco' <br />- _T10�1d/ <br />R= /47.46 <br />3q k5� <br />j <br />1_140. t2 X18 °) <br />SMH 147.1_ <br />zo <br />R <br />rt <br />/ <br />\� <br />R= 145.92 <br />STONE BOUND /DRILL HOLE <br />w <br />1 141 <br />TRANS <br />�m <br />t <br />m <br />UP 101/22 \� <br />w <br />d <br />� <br />WG <br />WATER GATE <br />6`JJ i4o !'�X9�— <br />VA L L E Y A) to R 6S <br />too 47 <br />!93 2�j /'43 84 <br />L4 0 7 — <br />r a.Zf P. <br />/ifT'•28 Gn <br />i4�o0 <br />!44 <br />c ag I% <br />7 f <br />wls tl <br />t4S ! S /4S 4o <br />- <br />/ � � <br />3 <br />'— <br />- _T10�1d/ <br />4 _? � tr <br />3q k5� <br />j <br />i <br />I <br />w <br />� <br />R <br />/ <br />\� <br />EXISTING <br />STONE BOUND /DRILL HOLE <br />w <br />s <br />TRANS <br />- 146 11 795 <br />> <br />m <br />W <br />w <br />d <br />� <br />WG <br />WATER GATE <br />CLF <br />z <br />PVC <br />POLYVINYLCH LORI DE <br />yf ° */ <br />UP 150/4 \A6 <br />z <br />� <br />10 <br />W <br />W <br />w <br />m <br />a <br />( <br />- 6 <br />0 <br />z <br />i� <br />EXISTING <br />w <br />+73 <br />9 <br />HOUSE <br />_ <br />1ftv <br />IAA <br />3 <br />V <br />V <br />z <br />�yy\ <br />J <br />o 142 <br />m <br />m <br />w <br />m <br />1 <br />J (140 <br />,. <br />140 <br />A� <br />- <br />CO <br />m <br />O O <br />Q <br />N <br />_ <br />aG m <br />- <br />M <br />V <br />�eA .� <br />a' <br />136-- <br />� <br />r-p� <br />J <br />-80 -50 0 +00 +30 +55 +80 1 +00 +30 +50 +75 2 +00 +25 +5 <br />+05 <br />PROF1 <br />SCALE: HOR.I " =40' <br />VERT. 1'= 4' <br />134. <br />A y, __ <br />UP 3 W /LIGHT <br />��gg <br />PLAN <br />SCALE <br />1 "= 40' <br />34,'(71 <br />= <br />0 <br />m <br />29 <br />4' CLA` <br />1 =141.0 <br />2 5n <br />W,F- D. <br />#68- 1 <br />! <br />® 110 3P <br />1Li <br />14538�� * opt <br />� n <br />M9 <br />PROPOSED (L <br />TRANSITION <br />� <br />145.49 <br />o <br />(45.68 <br />145.57 <br />PROPOSED (L <br />TRANSITION <br />m <br />W <br />EXIST. HYDRANT > <br />GUY WIRE <br />z <br />g <br />GUARD RAIL <br />i � I <br />IOO`VCI <br />j <br />i <br />I <br />w <br />OVERHEAD WIRE <br />R <br />EXISTING PROFILE LEFT <br />/ <br />\� <br />EXISTING <br />STONE BOUND /DRILL HOLE <br />w <br />EXISTING PROFILE RIGHT <br />TRANS <br />TRANSFORMER <br />1� �l•6a HOUSE ) <br />MIN. <br />I ' <br />z WATER _ 1 I 01 <br />_ �I! <br />J iA VdPRE j ' EXFST. 8 PVC SEWER <br />• • ;m <br />z <br />a <br />F <br />a <br />w <br />J <br />w <br />cr <br />w <br />a. <br />D <br />z <br />3 <br />Li <br />m <br />N <br />�a <br />2Z <br />ASBESTOS CONCRETE <br />t- <br />GUY WIRE <br />z <br />g <br />GUARD RAIL <br />� <br />IOO`VCI <br />j <br />i <br />I <br />w <br />OVERHEAD WIRE <br />R <br />m <br />z <br />L5 <br />SEWER <br />SB /DH <br />STONE BOUND /DRILL HOLE <br />w <br />SEWER MANHOLE <br />TRANS <br />TRANSFORMER <br />> <br />m <br />W <br />w <br />d <br />� <br />WG <br />WATER GATE <br />CLF <br />z <br />PVC <br />POLYVINYLCH LORI DE <br />o <br />W <br />z <br />� <br />10 <br />W <br />W <br />w <br />m <br />a <br />( <br />0 <br />z <br />w <br />+73 <br />M �0 <br />_ <br />V <br />V <br />z <br />m <br />m <br />w <br />m <br />�p <br />CO <br />m <br />O O <br />f`, N <br />N <br />_ <br />aG m <br />- <br />M <br />V <br />�eA .� <br />a' <br />rt.`F <br />r-F` <br />147 <br />r-p� <br />-80 -50 0 +00 +30 +55 +80 1 +00 +30 +50 +75 2 +00 +25 +5 <br />+05 <br />PROF1 <br />SCALE: HOR.I " =40' <br />VERT. 1'= 4' <br />F <br />a <br />w <br />J <br />w <br />cr <br />w <br />a. <br />D <br />z <br />3 <br />Li <br />m <br />N <br />�a <br />2Z <br />+50 +73 <br />+83 <br />to <br />J <br />CB <br />R= 143.2 <br />1 = 139.7 (S) <br />1 =140.1 ONE) <br />LEGEND <br />AC <br />ASBESTOS CONCRETE <br />t- <br />GUY WIRE <br />G R <br />GUARD RAIL <br />z <br />HYDRANT <br />I <br />INVERT <br />w <br />OVERHEAD WIRE <br />R <br />RIM <br />L5 <br />SEWER <br />SB /DH <br />STONE BOUND /DRILL HOLE <br />w <br />SEWER MANHOLE <br />TRANS <br />TRANSFORMER <br />> <br />m <br />W <br />WATER <br />d <br />� <br />WG <br />WATER GATE <br />CLF <br />z <br />PVC <br />POLYVINYLCH LORI DE <br />� <br />W <br />z <br />� <br />W <br />W <br />m <br />a <br />0 <br />z <br />w <br />M �0 <br />V <br />V <br />+50 +73 <br />+83 <br />to <br />J <br />CB <br />R= 143.2 <br />1 = 139.7 (S) <br />1 =140.1 ONE) <br />LEGEND <br />AC <br />ASBESTOS CONCRETE <br />GW <br />GUY WIRE <br />G R <br />GUARD RAIL <br />HYD, <br />HYDRANT <br />I <br />INVERT <br />OHW <br />OVERHEAD WIRE <br />R <br />RIM <br />S <br />SEWER <br />SB /DH <br />STONE BOUND /DRILL HOLE <br />SMH <br />SEWER MANHOLE <br />TRANS <br />TRANSFORMER <br />UP <br />UTILITY POLE <br />W <br />WATER <br />W/ <br />WITH <br />WG <br />WATER GATE <br />CLF <br />CHAIN LINK FENCE <br />PVC <br />POLYVINYLCH LORI DE <br />UTILITY NOTE, <br />ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE <br />RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES <br />AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE <br />FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, <br />PAVEMENT RESTORATION OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC AND <br />PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT <br />SHOWN ON THIS PLAN SEE-CHAPTER 370, ACTS OF 1963 MASS. GENERAL LAWS. WE <br />ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES <br />OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, <br />THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPARTMENT MUST BE CONSULTED. <br />ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, <br />AS-BUILT INFORMATION REGARDING # 68 VALLEY ROAD OBTAINED FROM AN <br />ON THE GROUND FIELD SURVEY ON OCTOBER 4 & 5,1990 . <br />J <br />