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HomeMy WebLinkAbout2454-3f L.O.C.=29.27' L.O.C.= L.O.C.=120.85' 9.2T ' 0/2 0/2 .O.C.=25.96' � RADIUS L.O.C.=60.4 s'. �2 O u g p co •� rip F-• 0 Li 00 ���^ 285.10' 00 X� -g© v ~ no W d1 to U U U ~N h 8 EN �� Z9 tmDS0 hCD x N Z M-5 00 - 73.63' ^�' h . . C. 48.95' 24.63' r �. J+rl� 57.79' 00 21 *42'36" 247.49' 93.78' 47.46' 27'57'10" 60.00' 29.27' 14.93' ..- 115024'21" 60.00' 120.85' 94.92' W 27'57'10" 60.00' 29.27' 14.93' (01 59'30'00" 25.00' ■ ■ 9.4 9+W LN` PORTION OF 160' MC C14 PI=1781.77 DATA .O.C.=25.96' DELTA RADIUS LENGTH s'. �2 O u g p co •� rip h �� 00 ���^ 285.10' 00 (01- -g© g 00 24.58' SMO pg h 8 EN 97'5448" 25.00' IFN 28.72' o o °♦o 223.00' 73.63' g (0>1 o r 177.00' 48.95' 24.63' r 21'42'36" J+rl� 57.79' 00 21 *42'36" 247.49' 93.78' 47.46' LN` PORTION OF 160' MC C14 P1=1781.80 DATA .O.C.=25.96' DELTA RADIUS LENGTH TANGENT 01 O 200.00' g p co •� rip h �� 00 ���^ 285.10' 00 (01- 59'30'00" 43.00' 00 24.58' ICLWYE DATA 01 DELTA RADIUS LENGTH TANGENT 01 45'28'04" 200.00' 158.71' 83.80' B 11'15'56" 1450.00' 285.10' 143.01' (01- 59'30'00" 43.00' 44.65' 24.58' 85'09'34" 25.00' 37.16' 22.97' EN 97'5448" 25.00' 42.72' 28.72' T> 1 18'55'02" 223.00' 73.63' 37.15' (0>1 15050'40" 177.00' 48.95' 24.63' H 21'42'36" 152.51' 57.79' 29.2T- 9.2421'42'36" 21 *42'36" 247.49' 93.78' 47.46' 27'57'10" 60.00' 29.27' 14.93' IJ K 115024'21" 60.00' 120.85' 94.92' W 27'57'10" 60.00' 29.27' 14.93' (01 59'30'00" 25.00' 25.96' 14.29' N 1115'56" 1468.00' 288.64' 144.79' 0 11'15'56" 1432.00' 281.56' 141.24' 00 h r 8~ 8g ♦00 h h 7+00 W fu N Lo 'd• CG r" w Iv- rn to o COr LO N 16R h ^� en , �� U �T R:4go wH- 8F- 8C4vU O O p t0 00 Ct g v►- $ i N N > � '�°' U ^ Sw F -V~ vR=0.50% ui 9 5! CN 00 g U-) oo + r' c$ 9 " o' Q' r: 1 00 + h $ 1=1 5.40 •- 8 VIC 100' VC P1=1789.80 PI=17 5.37 L.O.C.=5 .81' W � N U0 h 8 4' O W W.. E r Ln W,CA g eq to LA - co 8 h �0 a g �' N Nh u- Icn Nh + �' ~ S h h x°' e v� l O M $ m ♦~ r O N h c0 + oo O .- LO L.O.C.=36.92' 1001 MC I = 1719 5.40 � J s vc 'C W L.O.C. PI=1789.67 LO N �-- 01.2 a do "5100 N W 9 8 ,y, F + + gcn $ vl CI CV O^ O V +� O8 1- m H 0 O Cll � °i $ o r g 06 O 00 co I'6 R:4' 90 g R=.30% O ~ $ � M^-- 8"' $ + roo� m w - r Hort. TmAV VERT. r-er 64-00, 44-00 34-00 24-00 14-00 04MI RECORD DRAWNGS o CROSS GUTTER DETAIL. -)4.58% The a*m*> 061 Consultinff Gi 6 Morgan, Sulte 100 Irvine, Collfornla 92618 (714)587-3012 FAX (714)472-3176 PREPARED UNDEM THE SUPERVISION OF: 1/8 RADIUS JOINT W/ SEALANT #5 SMOOTH DOWELS • 24" OC EW 8" THICK CONC. BAND (NO COLOR) W/1._8» 8" THICK INTEGRAL COLORED 2 #3 PA ALLEL & #3 O 24 OC PREP. CONC. W/ #3 O 24" OC EW (UTILIZE EX. GUTTER WHERE OCCURS) (TROWLED) AC PVMT. Al .yr • • •'It •' 00 CLASS It AGGR. BASE _ .'.... `.. `. ' : ':..' .. �• PAVING BAND COLOR SHALL BE #3 • 24" OC EW L.M. SCOFIELD C-32 "QUARRY RED" WITH 1/8" WIDE SCOFIELD C-23 "EARTH BROWN" X 1/2" DEEP JOINT RELEASE AT 50% AND C-24 "CHARCOAL" RELEASE AT 50%. 00 CLASS n it AGGR. BASE :•.... ,.. -',• ..; '< •; . ',: .',::..: ,.: :,:.:= r. STAMPED JOINT V 0. C. EW " 1 /8 RADIUS JOINT W/ SEALANT sMooTN DOWELS • 24" OC EW �N #3 • 24" OC EW COLOR SHALL BE :.� L.M. SCOFIELD C-32 :..�. �.. ...00"QUARRY RED" WITH CLASS II SCOFIELD C-23 "EARTH BROWN" AGGR. BASE ,.. � .�'� , ��� � ��.< � , : ',. �.�; `.•, �...:; " � �� ' '' ' �' ' �' `' `* RELEASE AT 50% AND C-24 "CHARCOAL" RELEASE AT 50% DOWELED JOINT 12'O.C.EW /o STAMPED CONCRETE PAVING DETAIL N.T.S. CONSTRUCTION NOTES: O -CONST. 4" MIN. AC OVER 12" OF 956 COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. ``J -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 a-CONS,T. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. O --STREET LIGHTS, NOSTALGIC POLES AND LIGHT FlXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. 0 --CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, W=16'. 8�-CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL HEREON. f,Nlto�r- STA. 0+00.00 RESERVOIR ROAD I INT; =STA. 21+23.98 FOXBOROUGH DRIVE "NECDRO DRAWINCG" aE l' t'! .o u W-00,- _ 4--7 REVISIONSAPPROVAL DATE crry APPROV TE A A. TE: GRAPHIC SCALE M 0 so "0 (iN nrrr ) I inch = 40 !t. CITY OF FONTANA, CALIFORNIA DRAWN BY STREET IMPROVEMENT PLANS SCALE: RESERVOIR ROAD ��� ',= a DESIGNED � SES Mp,� N0. 14573-1 DATE: CHECKED BY TAP PLAN AND PROFILE 04/07/97 JOB N0.SPROYM -f 5- 6, ti DR. N0. SHT. N0. CITY ENGINEER R.C.E. 25126 30F