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HomeMy WebLinkAbout3381-2BENCH MARK: # 615 BASIS OF BEARINGS: DIST. COUNTY ROUTEIL Val RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06"E ALONG TOTAL PROJECT N0. SHEETS OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, TAN., ALL DISTANCE ARE IN METERS UNLESS 08 SBd 210 2 3 AVE., IN POWER POLE NO. 9011 E R.5W., S.B.M. PER R.S. 58/5, WASCALE NOTED OTHERWISE ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR S 1:500 COORDINATES AND BEARING ARE ON CCS83 ZONE V. DISTANCES AND STATIONING.,, 0 3 ELEVATION: (1467.59FT) 477.3214M THIS PLAN. ARE GRID DISTANCES. MULTIPLY BY 1.00009175 TO OBTAIN GROUND DISTANCES. • 2• QR¢E.61 GRID WAS ESTABLISED FROM N.G.S. TRIANGULATION STATIONS- etr�ic AARON THOMAS SKEERS DATE �HaMiaS DELTA/BEARING RADIUS LEN/DIST TANGENT DAYO0 2 5 5 O 7 5 SUPPLEMENTARY INFORMATION IRTY MAY BE OBTAINED FROM THE DISTRICT OFFICE R.C.€. - 2183 EXP, 9-30-05 A 637'06" 91.432 10.561 5.287 �/ ¢ No. 621831 SURVEY BRANCH OR RIGHT OF WAY ENGINEERING BRANCH' Expl 9-30-05 ' B N 6'2037" E 15.593 C T37'11 7" 91.432 10.566 5.289 c �` O3/��gj CIV I\- �~P D 90'00'00" 15.239 23.937 15.239 n N01'27'03" 3.091 I 1 DATE APPROVED 1/AL RCG- 5!/52j C/7Y C-A10�e' FOFCAI.ZF� i •• L� x i i il\1ZV1 1I V. iVV VV - .7GC <r11I Vr fVl`/I/11W'1 F— CONSTRUCTION NOTES DWG NO. 2757 SHEET 2 OF 10 a 01 CONSTRUCT 165MM AC PAVEMENT (MIN) OVER 135MM OF CLASS II A.B. 02 CONSTRUCT 35MM (MIN.) VARIABLE THICKNESS AC OVERLAY Q3 CONSTRUCT A2-200 CURB & GUTTER TYPE A (W=450MM) PER CALTRANS STD. PIAN A87. ® CONSTRUCT CURB PAMP CASE E PER CALTRANS STD. PLAN A88A. CONSTRUCT 105 MM PCC SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1015, W=PER PLAN. © ADJUST MANHOLE RIM To GRADE 07 ADJUST VALVE TO GRADE ® GRIND AC PAVEMENT AS REQUIRED Q9 RELOCATE EXIST. SIGN LEGEND: 1� SAWCUT & REMOVE EXISTING AC PAVEMENT ASPHALT PAVEMENT +*to O r GRIND 11 RELOCATE BY OTHERS AS INDICATED REMOVAL 1© RELOCATE SIGN PER TRAFFIC SIGNAL PLAN 1© ADJUST TO GRADE BY OTHERS AS INDICATED .I 41 4 41 N t co - -- -T--- --- - �-- - -- -- - - -- I— --POR-10 m _VCP 466.7 _ f 23:928 . _ _OC -- o to ? i j TOP OF EST CUR i 0 a 0 o 1.0 ± I w > o O 0 +� --- - J o o 0 i - - -- -� --- - -z --- - 00 © M + 0 16°% 4 I i I 1 a 0 0 0 0 N + o� 3,0 { d- 04 o O O 8 © r 0 O O + o DLr co pj o o o 00 00 I - - -- oo CC) I IO o r �< 00 It � - rr t -; -- - 4 {0.480 0 I I 0-471 4 FU . F.S. ® 0!TERI o 0 -- ----- - -- i j -- f C C -- ---- - - _ - --- - --- - - IINE on c {U i M CV �' S r? W , + M co -_ _ 0 00 r +d I I rr00 � srQ �� I m �,MNn rn� O r { c cD c � � d� �t ;000 c9 + O - - �- - -- } --- --- I -- �- - - I r; �+- - - --- - -- --- --� 00 - I° r i i+ - I-466.55 'PROP F.S. ® O rn o �- - _ -_ T- o i 00 VC_ e€NT€R N 0 co —469 r o % 0 0 0 �� 2. 5 o 7 - - - --- , JO d o I 0 °Coo ' 0 o c o.>33Z - a am 04 Eo co� oof o ETm_1 � mM " + O O c 00 i � ERtI — - ca_% Ln 0 0 0 on W a0 0+ aD EXIS F.S. ® r O O O In N --'-CENTERtNE arpioz, - - -- - -- to - o in c EXI$ . EF.S.® CE TER NE +0 ----- -7 C � 't It o rs ' L - 23.9 8m QC - -t- -- + _T_ C N C EXIST-- - --- - - - - - - -- ---- ' c C NTE LINE ,' i�00 ' j— PO 1- uo I i I I P00mI=46 .355 0_ .4---- I N (D }-uo I=5.0 1 m IL= 0. L 10.5 6 OP ST C�1RB v000-1 00 T [A r OC 'L=15,59 OC + PIS -4626.320 O c>o - I -nil n, I - - 105+00 106+00 46 46 —f - 4V 103 'o > Lill WilM fr t -'t 'm r cCD aff0N I a— -ItN rn Ct 4 + d + to 4- c -c c r i ^ 107+00 A 108+00 1 13 J.\826=#163\CitrusAvelCitrusMetric\Citrus02.-dwa-.06/02/2003-10.38&23 AWFJV O r 0rn co� +*to O r to d- O r A 108+00 1 13 J.\826=#163\CitrusAvelCitrusMetric\Citrus02.-dwa-.06/02/2003-10.38&23 AWFJV