|
32
<br />32
<br />30
<br />28 +
<br />m
<br />UTILITY AREA Lt
<br />NOTE:
<br />FOR TYPE "F" VERTICAL CURB & APRON,
<br />TOP OF CURB Elev=PG+0.56', UNLESS
<br />OTHERWISE NOTED.
<br />ti.........,'..., PFL Rt
<br />\` x
<br />24 .-
<br />._.............. — ............ .......... .....
<br />PFLRt � _� _.........� — ____.......... ..... PFL .....Lt
<br />22
<br />::
<br />PFL Lt
<br />(E) GAS LINE, DEPTH SHOVIN
<br />NOT ACCURATE, LOCATE
<br />PRIOR TO DIGGING
<br />22
<br />20
<br />._.._-620
<br />^tc! N ._.._.. - - in
<br />- O� M O M _ _ _ O� M O� O 0) 1 LPL'
<br />J J J
<br />oo M ao r i : ri r: r�i �i rri r: r�i �i r: r�i r� is �i ri �r
<br />0-0—€ N (VN NNN N NN NN N N!NN N NN NjN N N N CLD_
<br />M
<br />pr)
<br />(� C� 0 0; 0N 00� J 00 m3Ocfl N J tN N ON N0 0 0) Op c0 l- O
<br />04
<br />3j C)
<br />c0 `: I� U ca V c0 ri U c0 I� U ca cfl V c0 cfl O co cLi U cD c� V c� «�' ca co c� I�
<br />N N N'NF— N NI— N NH N NH N NH N'NH N'NH N=NH N N N'N N N N N
<br />18
<br />116+00 +50 117+00 +50 118+00 +5018 0 CL
<br />119+00 +50 120+00 +50 121 �00 +50 122+00
<br />„ PROFILE "LSR" LINE 72 \
<br />FOR ARMSTRONG RD A 11 +80 to 17+20 vent: 1 "-2' REMOVE (E) BUILDING
<br />SEE DRAWING L-25 - (6336 SF)
<br />roo
<br />'a O LSR 116+16.25, 5.00Rt © LSR 120+16.25, 7.00 Lt 11 LSR 118+28.29, 49.00 Lt 16 LSR 121+23.64, 49.00 Rt LSR 116+85.29, 49.01 Lt I
<br />TC, BC, BEGIN TYPE F'� VERTICAL TC, EC, END 120 BAY TAPER END EARTH DITCH, END UTILITY AREA, © BEGIN UTILITY AREA
<br />CURB & APRON BEGIN UTILITY AREA BEGIN EARTH DITCHco
<br />Lml
<br />O LSR 116+51.75, 41.00 Rt ® LSR" 118+83.76, 55.00 Lt
<br />O
<br />9
<br />LSR 116+16.25, 7.00' Rt EP, EC 0 "LSR" 119+25.44, 51.50' Lt 0 REMOVE (E) CULVERT & FES END UTILITY AREA
<br />N TC, EC, BEGIN TYPE "F" VERTICAL FL, BEGIN EARTH DITCH
<br />CURB &APRON ® EP,REC1 16+52.77, 41.00 Lt 13 "LSR" 120+09.22, 50.50' Rt 18 REMOVE (E) DRAINAGE INLET 0 END EARTH + DITCH, I49.00 Lt ES •
<br />• .....
<br />END EARTH DITCH BEGIN UTILITY AREA •
<br />fmilsom•
<br />i 3 "LSR 118+96.25, 5.00' Rt FL, 19 REMOVE (E) CULVERT & FES n DEPARTMENT OF PUBLIC WORKS
<br />S TC, BC, BEGIN 120' BAY TAPER O LSR 117+13.85, 49.00 Lt
<br />�+ Yoshim ra
<br />END UTILITY AREA, 14 LSR 120+43.36, 50.50 Rt REMOVE E CULVERT & FES g LSR 121 +65.89, 49.00 Lt C 77483
<br />O4 "LSR" 119+36.57, 1.97' Rt BEGIN EARTH DITCH FL, BEGIN EARTH DITCH � () END UTILITY AREA, No.
<br />TC, EC BEGIN EARTH DITCH 2329 Gateway Oaks Drive EXP06/30/15: SAN JOAQUIN COUNTY, CALIFORNIA
<br />p "LSR" 1 17+00.00, 49.00' Rt 15 "LSR" 120+83.55, 51.50' Rt 21 REMOVE (E) DRAINAGE INLET sACRAMENTO, CAL/PORN/A 95833 �c • .
<br />o Te% 916-567-2500 • •• CIVIL •
<br />N
<br />TC, BC LSR 119+75.92 3.97 Lt FL, BEGIN EARTH DITCH FL, END EARTH DITCH © "LSR" 121+10.22, 55.00' Rt Fax 916-925-3517 •••••••
<br />O REMOVE (E) CULVERT & FES ©
<br />F BEGIN UTILITY AREA
<br />DRAWN
<br />A.MacGREGOR 6/14 PROJECT ENGINEER DATE CHECKED DATE � SCALE: 1 "=20' ROADWAY LAYOUT LOWER SACRAMENTO ROAD IMPROVEMENTS SNO� SHEETS
<br />TOTAL
<br />R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/14 ON DMONSO SLISCT IS DO IINNOTDSCALESC LED COUNTY OF SAN JOAQUIN 0 10 20 40 "LSR" 1 1 6+00 to 122+00
<br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 28 87
<br />
|