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10' CON57RW 17LW EASEMENT <br />--------------I-------------------- - <br />DAYIIGHT-` <br />___-----_--EX _ <br />---------------------EEgL- — <br />N <br />LLjz <br />J <br />IA <br />u <br />u <br />M71NG VAULT. REPLACE LID WTH H2O IRAFT7C RATED LID AND ADWST TO RN15Hm DRIVEWAY GRADE <br />0 10 20 40 <br />82+00 <br />Q <br />— <br />2 <br />Ln <br />H <br />PER aTY STANDARD <br />NIN 3' AC OVERLAY <br />Lm O <br />? Ea D, <br />T.1.-9 <br />t <br />EXISDNC FIBER 01°17C MARKER. RELOCATE OUTSIDE THE IDLE OF GWA Vfi SHOULDER AND ADJUST ID FINISH GRADE <br />Scale i" = 20' <br />1.63' aASS If AB 00V 95Z R.0 SUBGRADE <br />° <br />8' ACC DRIVEWAY (SX SID DET R -l3) <br />I � <br />NTH 14 REBAR AT 18' OC EACH WAY <br />OVER 6 aASS 11 AB ON 95X R. C, SUBGRADE <br />LLJ <br />J <br />a <br />+l <br />Z-2 <br />'" <br />10' C0NS7RUC77ON EASEMENT <br />2 <br />- <br />R1W <br />`�' <br />- <br />------------------ <br />--------- <br />DAYUCYIT- --------------------1---------------- <br />70 BE DEDICATED <br />-__ - <br />JR17URE <br />I SEPARATE <br />INSTRUMENT. <br />--- <br />-- <br />--FUTUREPUE-- <br />j ----- <br />-----� <br />o <br />— <br />_ <br />P <br />II III <br />� <br />�I� a <br />1 <br />�I <br />22 <br />20 <br />IIB <br />77 <br />g; <br />81+50 <br />8 -SS <br />,,--EX EP <br />KEY NOTES <br />NORTH <br />O! EXISTING OVERHEAD POLES AND LINES TO BE RELOCAIED. SEE SEPARATE PUNS BY PCAE. <br />�I, 1 <br />V 1 <br />Ea. EPS ,-SANq/T <br />/ 7M7 <br />l <br />- <br />- - - - I- V - - - - - - — - - - � <br />III > 1 <br />Ei <br />I <br />III >a� <br />zm biI;R�tq1 ;�g 5LItj <br /><-- <br />III <br />AT a <br />................ <br />7n LIMIT C1F AC GRIND <br />84+00 65+00 86+00 <br />F — 58830'55E — —� — — T — — — <br />EX. EPS <br />.-_—__—__—__—_-_--__—_____--__-____ __ <br />EX R/W7 <br />SCHULTE ROAD <br />PLAN <br />SCALE: I"= 20' <br />---------- -- - __--------- -_ r_ <br />... ........... <br />.......................................................................... <br />U-------------------- <br />87+00 <br />� � w <br />2 <br />w <br />- O <br /><n <br />It <br />n <br />W <br />LLjz <br />J <br />2 <br />u <br />M71NG VAULT. REPLACE LID WTH H2O IRAFT7C RATED LID AND ADWST TO RN15Hm DRIVEWAY GRADE <br />0 10 20 40 <br />Q <br />2' (WIND AND OVENLAY <br />DIS71NG PEER G°RC LINE. PROTECT IN PUCE <br />PER aTY STANDARD <br />NIN 3' AC OVERLAY <br />MIN I' GRIND AND MIN 3' OVfRLA Y. PROVIDE OVERLAY <br />WTH REINFORCEMENT FABRC PER CITY STANDARD <br />T.1.-9 <br />0.46' AC OVER <br />EXISDNC FIBER 01°17C MARKER. RELOCATE OUTSIDE THE IDLE OF GWA Vfi SHOULDER AND ADJUST ID FINISH GRADE <br />Scale i" = 20' <br />1.63' aASS If AB 00V 95Z R.0 SUBGRADE <br />° <br />8' ACC DRIVEWAY (SX SID DET R -l3) <br />p DRIVEWAY CONCRETE <br />NTH 14 REBAR AT 18' OC EACH WAY <br />OVER 6 aASS 11 AB ON 95X R. C, SUBGRADE <br />REMOVE AND REMOVE AND REFUGE ENISDNC fENC£. <br />a <br />+l <br />Z-2 <br />'" <br />10' C0NS7RUC77ON EASEMENT <br />--- <br />- <br />- <br />- <br />------------------ <br />--------- <br />DAYUCYIT- --------------------1---------------- <br />-__ - <br />�I, 1 <br />V 1 <br />Ea. EPS ,-SANq/T <br />/ 7M7 <br />l <br />- <br />- - - - I- V - - - - - - — - - - � <br />III > 1 <br />Ei <br />I <br />III >a� <br />zm biI;R�tq1 ;�g 5LItj <br /><-- <br />III <br />AT a <br />................ <br />7n LIMIT C1F AC GRIND <br />84+00 65+00 86+00 <br />F — 58830'55E — —� — — T — — — <br />EX. EPS <br />.-_—__—__—__—_-_--__—_____--__-____ __ <br />EX R/W7 <br />SCHULTE ROAD <br />PLAN <br />SCALE: I"= 20' <br />---------- -- - __--------- -_ r_ <br />... ........... <br />.......................................................................... <br />U-------------------- <br />87+00 <br />� � w <br />2 <br />w <br />- O <br /><n <br />It <br />n <br />W <br />EG AT a, rFG AT a EG AT CL -j rEP LT <br />82+00 <br />84+00 <br />PROFILE <br />SCALE: 1" = 20' HORIZ. <br />I" = 2' VERT. <br />--------------------------------------------- <br />-------------61 - <br />85+00 <br />1 h h <br />86+00 <br />134 <br />132 <br />130 <br />128 <br />126 <br />124 <br />122 <br />120 <br />---------- <br />118 <br />117 <br />87+00 87+50 <br />60 <br />U <br />4` <br />F <br />QROFESS/0M, <br />0 `f'fm <br />N 7 <br />814 6F CALVF\' <br />I— > € LL <br />2� <br />3Z� <br />CaLLJ <br />w- <br />Y v Y <br />o <br />N a <br />m <br />ER <br />w z <br />J <br />LL � <br />O <br />CL z <br />W <br />Z Ln <br />O w <br />a +> <br />z o O J <br />g o CWL W <br />a o 0 <br />0 + o J <br />W 00 w <br />JLu <br />� J <br />2 D <br />Un U <br />L/1 <br />SHEET <br />C5.3 <br />OF 15 SHEETS <br />LLjz <br />J <br />2 <br />u <br />Q <br />2' (WIND AND OVENLAY <br />PROVIDE OVERLAY NTH REINFORCEMENT FABRIC <br />PER aTY STANDARD <br />NIN 3' AC OVERLAY <br />MIN I' GRIND AND MIN 3' OVfRLA Y. PROVIDE OVERLAY <br />WTH REINFORCEMENT FABRC PER CITY STANDARD <br />T.1.-9 <br />0.46' AC OVER <br />1.63' aASS If AB 00V 95Z R.0 SUBGRADE <br />° <br />8' ACC DRIVEWAY (SX SID DET R -l3) <br />p DRIVEWAY CONCRETE <br />NTH 14 REBAR AT 18' OC EACH WAY <br />OVER 6 aASS 11 AB ON 95X R. C, SUBGRADE <br />EG AT a, rFG AT a EG AT CL -j rEP LT <br />82+00 <br />84+00 <br />PROFILE <br />SCALE: 1" = 20' HORIZ. <br />I" = 2' VERT. <br />--------------------------------------------- <br />-------------61 - <br />85+00 <br />1 h h <br />86+00 <br />134 <br />132 <br />130 <br />128 <br />126 <br />124 <br />122 <br />120 <br />---------- <br />118 <br />117 <br />87+00 87+50 <br />60 <br />U <br />4` <br />F <br />QROFESS/0M, <br />0 `f'fm <br />N 7 <br />814 6F CALVF\' <br />I— > € LL <br />2� <br />3Z� <br />CaLLJ <br />w- <br />Y v Y <br />o <br />N a <br />m <br />ER <br />w z <br />J <br />LL � <br />O <br />CL z <br />W <br />Z Ln <br />O w <br />a +> <br />z o O J <br />g o CWL W <br />a o 0 <br />0 + o J <br />W 00 w <br />JLu <br />� J <br />2 D <br />Un U <br />L/1 <br />SHEET <br />C5.3 <br />OF 15 SHEETS <br />