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HomeMy WebLinkAboutSD-85-10-1LOT 13 PC 4+ 38.t2 f2` 4r�ss -_�'- pt DMK- �' /66 Z t= C�UATiaf`1 STATtO� o +oo 8�8 r C{Ar& VAL_VL- USE BENDS AND DEFLECT JOINTS AS REQUIRED TO MAINTAIN 10 "MIN. —/ SEPERATION FROM SEWER. Ld :..;p0 FLUSH — VARIABLE TO 8 ROADWAY I2�1 SLOPE OR FLATTER W \\ / �� GUTTER LOT 14 = LOT 16 PT/pc 5 +13.29 Q w LOT 15 1 \� — PT to +29,43 0 PT 6 +03_54 W $, e m to t � '# PC G +18.54 m t '170 �g w [PC 8 +01.50 a� ' ( TELEPHOMC- c-LEc tG 0 orD C0tQDUtr5 UND tall rJ D 3' t P Lb�- B w $tnH `fin 4YD2ANT 45 SMy 7 ' WIDE qZA PLOT WATER Ma o C.L. t—HYDRANT ENC SEINER IN 5 / CONC WATER MA CH SIDE— — 76 +68.01 � tZ r-- S H E ` SEE ca / �G N \_ RAMP NOTES: % t A I. THE ENSIO EDGE ARE FIXE 2_ RAMP CROSS S SURFACE COURSE FOUNDATION SECTION A —A LENGTH OF CUR WHE"EL CHAIR FU f V rvuv f A-10 MAA. CURB LINE - " - SIDEWALK j i.8. DEPTH OF SURFACE AND FOUNDATION. v` r R�Qawgy� 3" PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. 4, IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. 4 5. SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET THE GRADE OF DRIVEWAY. Sod G THESE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING APPURTENANCES a OR CONDITIONS WILL MAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE. r Ti 4 to N i mss - O S p. N o V of I �= - TANGENT GRADE = 5 -iG4°/ f-y r_ FI I� mf Q n NOTE: TOWN of LEXINGTON' I tai ruF �vt nir nF nniv nnnfFr irr no fnfnnnfe cTCniry , -