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HomeMy WebLinkAbout5028-3TGT. N0. 1 TGT. N0. 2 STA. 10+00.00 STA. 23+19.94 FOOTHILL BLVD. SIERRA AVE.q FOOTHILL BLS FD. NOTHING ' FD. NOTHING ELEV.=1319.43 ELEV.=1321.09 • 75 50' G 0190-164-3265 36 ' 3 �: 3 •• ° 0-201-25 0190-201-26 0190-201-29 .. � - w � 0190- 201-13 019� ............ .... • ) ..................................00.00. ........ e .... ....0000. ..........0...0.00.. 8 r.................................................................... j C ... •.•.•.-.-...'.'.'.'.'.'.'.-.'.' '.'.'.'.'.'.-0'0'0'0 . �,� .. ... ... ...... .................I........................ 0 ze.... ................................................... :I: ...:....... . ... 0000 0000.. * * .......... . ............................. ► .'.'.... . 0000 �. 0000 0000. 0000. Q' R'....... ❑ •. ...... LE -`•••-•••-••••0'0'0'0 0'0'0'0'. j ......... •... ...... .......... ... ......... _ 0 0000.. .. ...... 0000 0000. .............. 0000.. 0000 •.'. 0000 ...................... o . W g 0.000 .• G , - ..... . 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N0. 1 STA. 10+00.00 DEMOLITION NOTES: 01 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE. F2 GRIND EXISTING ASPHALT 2" MINIMUM THICKNESS. Fil REMOVE EXISTING UNDERLAYING CONCRETE REINFORCEMEff BENEATH EXISTING ASPHALT PAVEMENT OILY WITHIN PLANTING AREAS). 441 REMOVE EXISTING PCC CURB AND/OR GUTTER. 55 REMOVE EXISTING PCC SIDEWALK AND/OR CURB RAMP. R6 ADJUST EXISTING SEWER MANHOLE TO GRADE. F71 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN. 08 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL PER TRkFFIC SIGNAL PLAN. 99 :-' RELOCATE EXISTING PAY PHONE. _ RoADJUST EXISTING WATER VALVE TO GRADE. MANGO AVENUE 32' 32' I 1 2 2 STA. 10+78± I 2 INJ 0 END REMOVAL 1 4 v 4 5 9 4. -. STA. 10+71± 0 8 o040190-241-15 N I O 44 ."rl -H .............�........................... . > > o >o .:o o> Q STA. 10+80± ........ . ................. . .......... . ... .. . .. 0000.. . f. ....................... • I .. o .'..� .. + ..�. m° 4 1 2 ........N." .'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'...... N. -,,� W .. M W .N END REMOVAL.............. -0000' .. ................ .. �'..'.'.'.'.'.'.'.'.'.'.'.'.' ............................'� ........................... .. �y ..N �. N -. o.'.' i . o.' .... Q STA. 10+71± MANGO AVE. ......... .� •�•�•�•�••�••••-•�•�•�-�-............ •"•-�---•--�•-�-•-••�--••�--•�-•---•-•��-�--�-•����•-•'••---��--'•'•'�'•'•':'rn•:•:•:-:-:':':':':-:-:'::':':-:':::::-::::: rn .. 0000 , ........... ...................... . 0000... 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NOTHING ELEV.=1321.09 LEGEND: 0• EXISTING PCC CONCRETE �• LANDSCAPE AREA • ASPHALT CONCRETE PAVEMENT �• DECORATIVE ASPHALT DECORATIVE CONCRETE �• EXISTING BUILDING ASPHALT CONCRETE REMOVAL PCC REMOVAL ASPHALT CONCRETE GRIND (2" MINIMUM THICKNESS) GRAPHIC SCALE 40 0 20 40 80 160 JUKVtT I.VIV IRVL IHOLC: (IN FEET) TGT No. NORTHING FASTING BEARING I DISTANCE R EC O.R D DRAWING4732.56 9162.98 N89 44'23'E 1971.63' 1 INCH 40 FEET 2 4741.51 11134.59 Underground Service Alert D pNS�1wGn W PER P6ft4 q/l4 MR. qs , CITY OF FONTANA,CALIFORNIA TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE SECTION 4216/4217 OF THE GOVERNMENT 2305 CHICAGO AVENUE STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS CODE REQUIRES A DIG ALERT IDENTIFICATION RIVERSIDE, CA 92507 WITHIN TWO YEARS OF THE DATE OF NUMBER BE ISSUED BEFORE A PERMIT TO y w� yA ' FQQTM�� BQV�V/�� APPROVAL SHOWN HEREON AND CARRIED �'� � FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS �` EXCAVATE WILL BE VALID � �� � (951) 680-0440 � iCAB A3 SHOWN E81NG FAx 95t SIERRA AVENUE TO FORTH IN A DILIGENT MANNER THE CIN FOR YOUR DIG ALERT I.D. NUMBER CALL �.o-so-t4 � � ( ) 680-0490 ENGINEER MAY REQUIRE REVISIONS TO o�afn er:: DEMOUTiON PLAN UNDERGROUND SERVICE ALERT ��iv���` �� p �. THE PLANS TO BRING THEM INTO 'tet STA. 10+00f TO STA. 24F00i OCT 2015 TOLL FREE 1-$00-227-2600 °� ��N Br. MANGO AVENUERY M. R NER R.C.E. No. 69984 CONFORMANCE MATH CONDITIONS AND p� Br. �ttor�a r, araE: my= a: s Two WORKING DAYS BEFORE You DIG EXPIRES: STANDARDS IN EFFECT. �� �� 5 rev a�aw o�anaN oAte orc�. an DATE cmr o�� �.c.E no. s��� TKE JOB Al: 101-55