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S:,>. <br />8" P. V C. SEWER SDR 35 <br />LOT 4 <br />S i pNE. <br />WELL PI <br />9� E� <br />#187 <br />3+00 4 +00 5 +00 6+00 <br />PROFILE GRAPHIC SCALE <br />40 0 20 40 60 <br />HORIZ <br />N T ALL SEWER SERVICES ON SPRING STREET VERT <br />TO BE BACKFILLED WITH CONTROLLED DENSITY FILL. 4 a 2 4 e <br />IN FEET ) <br />i inch = 40 ft. <br />SEPTIC TANK <br />TEM. INV.= 227.65 <br />EASTERNMOST SOL T <br />OF HYDRANT SCHOOL <br />ELEVA77ON = 231.66 r _ S= 238.35 <br />/ L 0 <br />/ INV.= 227.45 <br />AfACN E'7T) ® - ' - - <br />g» C <br />8" G <br />4 +00 12" EW <br />5 +00 <br />�-- -SMH STA. 4.1-29.9 <br />UE UE < <br />� I i <br />1 <br />N i <br />ER <br />Q <br />q � � <br />�i <br />0 <br />Z <br />230 <br />CLASSROOM / /}y/��y �j}!� I <br />SLAB ON GRADE j j Z <br />1 <br />~ 1 <br />Q5 Q <br />/ I <br />#187. CESSPOOL CENT OF TEE <br />C_1Z0 oc � ELEV.= 234.93 <br />8" G <br />12 "EW <br />6 +00 <br />i <br />f <br />35 S_0:01� <br />SEWER 406 <br />1 I <br />DROP IA(V. = 227.28 <br />- -- - - - -J <br />to <br />�) 0)I ID <br />M M M <br />N N N <br />7 +00 8 +00 <br />220 <br />am <br />8" G <br />7 +00 <br />D 0 <br />SMH STA. 6+71.7 <br />5 5 <br />P,4TE REVISION BY Jy_ s <br />J✓ li O O T drid:b. <br />T J D12AA'N BY P.K. OWTE• 3/25/1997 SC -4LF` AS Alro7� V <br />1 QZU�Z Q IC S1 1 ?91 n DESIGNED BY P. K. CHECKED BY F. X. F <br />ENGIIVEEIRING <br />APPROVED BY <br />DIhISION <br />CONTREICT NO. 97 -4 SHEET NO 2 OF 2 <br />Qi <br />CLASSR <br />EXISTING GRADE <br />N <br />N U) <br />Z I <br />#187 <br />3+00 4 +00 5 +00 6+00 <br />PROFILE GRAPHIC SCALE <br />40 0 20 40 60 <br />HORIZ <br />N T ALL SEWER SERVICES ON SPRING STREET VERT <br />TO BE BACKFILLED WITH CONTROLLED DENSITY FILL. 4 a 2 4 e <br />IN FEET ) <br />i inch = 40 ft. <br />SEPTIC TANK <br />TEM. INV.= 227.65 <br />EASTERNMOST SOL T <br />OF HYDRANT SCHOOL <br />ELEVA77ON = 231.66 r _ S= 238.35 <br />/ L 0 <br />/ INV.= 227.45 <br />AfACN E'7T) ® - ' - - <br />g» C <br />8" G <br />4 +00 12" EW <br />5 +00 <br />�-- -SMH STA. 4.1-29.9 <br />UE UE < <br />� I i <br />1 <br />N i <br />ER <br />Q <br />q � � <br />�i <br />0 <br />Z <br />230 <br />CLASSROOM / /}y/��y �j}!� I <br />SLAB ON GRADE j j Z <br />1 <br />~ 1 <br />Q5 Q <br />/ I <br />#187. CESSPOOL CENT OF TEE <br />C_1Z0 oc � ELEV.= 234.93 <br />8" G <br />12 "EW <br />6 +00 <br />i <br />f <br />35 S_0:01� <br />SEWER 406 <br />1 I <br />DROP IA(V. = 227.28 <br />- -- - - - -J <br />to <br />�) 0)I ID <br />M M M <br />N N N <br />7 +00 8 +00 <br />220 <br />am <br />8" G <br />7 +00 <br />D 0 <br />SMH STA. 6+71.7 <br />5 5 <br />P,4TE REVISION BY Jy_ s <br />J✓ li O O T drid:b. <br />T J D12AA'N BY P.K. OWTE• 3/25/1997 SC -4LF` AS Alro7� V <br />1 QZU�Z Q IC S1 1 ?91 n DESIGNED BY P. K. CHECKED BY F. X. F <br />ENGIIVEEIRING <br />APPROVED BY <br />DIhISION <br />CONTREICT NO. 97 -4 SHEET NO 2 OF 2 <br />