Loading...
HomeMy WebLinkAboutSD-430-1LEGEND: ADS ADVANCED DRAIN SYSTEM BIT. BITUMINOUS CB CATCH BASIN CLDI CEMENT LINED DUCTILE IRON CONC. CONCRETE DMH DRAIN MANHOLE I� INVERT �F LIGHT POLE - PROPOSED PVC POLYVINYL CHLORIDE PIPE R RI SMH SEWER MANHOLE WV WATER VALVE WSO WATER SHUT OFF -ETC- UNDERGROUND ELEC. /TEL. /CABLE TV -D DRAIN LINE -S- SEWER LINE -W- WATER LINE UTILITY NOTE FIELD TIES TO ALL UNDERGROUND UTILITIES PROVIDED BY THE CONTRACTOR. LOCATION OF UTILITIES MUST BE VERIFIED PRIOR TO EXCAVATION BY CALLING DIG SAFE AND THE TOWN OF LEXINGTON DEPARTMENT OF PUBLIC WORKS. Os SMH 1M =79Q:09 N �\n b f v A QM=1 \ RlM =769.05 C _0 50, 4 i cr DRAIN EASEMENT AREA 834SF. SPECKOI,N rGP OP TCY£ a 2 n of V N N/F PARESH C. SHAH & MANISHA P. SAKORE BK.39237 PG.386 8,120.00' e 05 X5+08 E 93 Z Fniu 5 aq p R! 130:17 1NN.0Ur= 787.35 (78DHh SET h , SE- oF s `cG 60 �3 <0 - � 10110 � J y SI -i- 90-7r. 5�./�E? l 'ilifT1 ,48,g1 SPIKE 0 SET s r[ 5 ^ PF. 9 6Q/ ¢PAC\/ 55kg'i �P`'�� J� s RIM N� >�•Sti 5 � TALK /6p N<0 s S S ET 1 / `$ 5 IN v EE 5 ^�0. - +LOL-i8 5 / / =-r - s / 8666 3 y¢ SEry �5n0. / +00� 5 + 12 ^, 1, VI= rR723 00'00 -w ? r� L= 75.00' R =25 B Sr \7% R I 10 17 lr t GL. &Z28 ? o 2 OUT OF TANK c INTO , «n - ,5,.22 sz0s 0 C PV 111, — R V ;sS 1 S /V /Gl tE 5E R.esw \ DRAIN EASEMENT R1rr =te9 s3 AREA =1, 2065 F. / DRAIN EASEMENT 5 / a� ? -VC::- =988.22' AREA =3 0735 F DATUM ELEV 180.00 / �C C To CC 202.25' LOT 0 A REA = 32,0,35-± S. F N00 37'12 "W N/F SHERRY GROBSTEIN 3K.39694 PG.317 1 ti ■'a T 3 +OPT — N S ✓ TANK m m i 5 SMH \7% , RIM = 188:87 uP 2 OUT OF TANK - ,5,.22 0 O t BASIN =188.21 Q } =tba.6 L S.B.D.H. "RCP END. P. r. DAIN i P.7. 38.D.H. FND. I(!N) =184.4 I(OUT)=184.3 (n DATUM ELEV 180.00 / �C C To CC 202.25' LOT 0 A REA = 32,0,35-± S. F N00 37'12 "W N/F SHERRY GROBSTEIN 3K.39694 PG.317 1 ti ■'a T 3 +OPT — N N i O L N N O Z � �O Z Z s �w c O, SAY" 112 2 00. 5 Obi N ti N R I c� 2 EASEMENT FOR FUTURE PEDESTRIAN PATH AREA =1, 229SF FIET D.N. 12 k /k Z ISi3 AREA= 32,815± S. F. 0+00 1 +00 2+00 3+00 a N/F FISKE COMMON BK.13356 PG.227 LOT AREA = 32, 024fS.F. 2 66� 30 GRAPHIC SCALE ( IN FEET ) i inch = 30 ft. WI,S T'ERIA LANE S ✓ TANK GO E3 77 \7% 0 6Pi 2 OUT OF TANK - ,5,.22 I t N i O L N N O Z � �O Z Z s �w c O, SAY" 112 2 00. 5 Obi N ti N R I c� 2 EASEMENT FOR FUTURE PEDESTRIAN PATH AREA =1, 229SF FIET D.N. 12 k /k Z ISi3 AREA= 32,815± S. F. 0+00 1 +00 2+00 3+00 a N/F FISKE COMMON BK.13356 PG.227 LOT AREA = 32, 024fS.F. 2 66� 30 GRAPHIC SCALE ( IN FEET ) i inch = 30 ft. WI,S T'ERIA LANE \7% m N i O L N N O Z � �O Z Z s �w c O, SAY" 112 2 00. 5 Obi N ti N R I c� 2 EASEMENT FOR FUTURE PEDESTRIAN PATH AREA =1, 229SF FIET D.N. 12 k /k Z ISi3 AREA= 32,815± S. F. 0+00 1 +00 2+00 3+00 a N/F FISKE COMMON BK.13356 PG.227 LOT AREA = 32, 024fS.F. 2 66� 30 GRAPHIC SCALE ( IN FEET ) i inch = 30 ft. WI,S T'ERIA LANE