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HomeMy WebLinkAbout2441-7V r r `- I r I T- 41.06 ' VAC PI=1667.56 O.C.=154.6 -11 74 TC I l� 5' 1 8' 5 1,59 IF v� N o 8 • ��' �°� • �1��V V � 0 ,� S C' ^� LO 0 r< �s 16 ad m (� J N < v3 CATCH BASIN NO. 2 N.T.S. 01-11. 0 M 0 40, z �iS �cfl N > m cp.� to cr 9�9S►7C 3 U b�� . C3 CA 176' 21' 5' 5' CATCH BASIN NO. 3 N.T.S. 16 15 /� 0000 14 L� %V H CAVE DATA U m in DELTA RADIUS LENGTH TANGENT A 103'19'41" 25.00' 45.09 31.61' B 80'20'37" 25.00' 35.06' 21.11' C 16'11'08" 1 200.00' 56.50' 28.44' D 01'59'53" 200.00' 6.97' 3.49' E 01'59'53" 200.00' 6.97' 3.49' F 2347'35" 200.00' 83.05' 42.13' G 233'07'50 38.00' 154.62' 76.00' H 1 53'07'52" 62.00' 57.49' 31.00' I 01'59'53" 218.00' 7.60' 3.80' J 01'59'53" 182.00' 6.35' 3.17' K 90'00'00" 25.00' 39.27 25.00' L 90'00'00" 25.00' 39.27' 25.00' •O 00'15'50" 18200' 0.84' 0.42'' E:06"02'48" + N r 218.00' 23.01' 11.51' 16 15 /� 0000 14 L� %V H PI=1659.81 FL U m in I q4 Q, f2g s `-'. O p (n r W 1L" .-• r N O N (� 00 500 ve 00 I 0) Pi=1666.71 L.O.C.=57.49' N cD `- m to O + T 183.05' ON CROM T- �- ► R=0.707 PI=1658.65 PI=1659.81 FL U m U I q4 Q, f2g s `-'. O p (n r W 1L" N � r w ; + + N N (� 00 C-icli 00 I 0) c0 r + + N cD `- tCG + I r �. + t0 ©© S KD r~ - Vc N �-- r N •- r 1�'j iF- W PI=1666.71 r - 17 C /13 �.1 O cV O 1.6 .61 1. N O (D r [a qA 10 -Al HM rwW VEW. r -V PI=1658.65 PI=1659.81 FL U I q4 Q, f2g s `-'. O 0 4 `'' (n tI W 1L" �12 r w ; + + N �p qi' `'' j C-icli 00 I co � c 0+ �-- r r � + I CSO c�DLO r- co t0 ©© S �.1 O cV O 1.6 .61 1. N O (D r [a qA 10 -Al HM rwW VEW. r -V 0 PI=1658.65 PI=1659.81 FL PI=1660.28 O.C.=35. q4 Q, f2g s `-'. O 0 4 `'' r cm � aw w �•.. W 1L" �12 r w ; + + N �p qi' `'' j � j t0+ tt. C4 �- .-r r .- (Q r �-- r r � 00 � I.C) CSO c�DLO r- ♦ co� t0 ©© S Oi 0 PI=1658.65 m PI=1660.28 O A q4 Q, 1� C? Liuj a m Uj w �•.. W 1L" �12 pp� to tt. C4 �- .-r S � O gr, 800 Bo Pi=1658.71 r- ♦ co� t0 ©© S Oi r~ - N �-- r N •- r 1�'j iF- W ♦ N r - -ty_ W� w _ _ ..,.._ A r„ r r L& m LL- Z 0+ -T pp � O h �� U H + -= ♦� PO g N •O Of O0y0 + N r Wi g (p co gyp• 00 ci r N 0 PI=1658.65 m 0� � O A q4 Q, 1� C? Liuj a m r N pp ©© g pp� to tt. O r r PORT. 64' VC r- u) is O.C.=45.09' r Pi=1658.71 r- cD 1+00 10+00 N -ty_ W� w _ _ ..,.._ _ .r. ._ _._.,. _ M I-� N� pp � O h �� U H PO g gcj •O O0y0 + N r Wi g (p co gyp• 00 ci r N r r r- PI=1660.31 R =4.147 ., z N N CD 8 p 9(01 c t0� r � r r TAN R=5.907 PI=1658.65 0� � O A q4 Q, 1� C? Liuj a m u- X N pp ©© g pp� �n 4- r r PORT. 64' VC r- u) is O.C.=45.09' r R =4.147 ., z N N CD 8 p 9(01 c t0� r � r r TAN R=5.907 T W BE S N 0 MANITOBA DRIVE +� r '-am � .8 h If 28 8 Lo 10' , 18 18 10' 42-6 ± Z > Z 19 20 21 22 23 24 25 Q • 1 i I i I 6 6 N� Q 1 I I 1 I MM � � 3 1` 3 K 8 W - - - - - L w W \ fv- 46 MBl Ap R/ N� w / LO D N .. B M _ R N h• C 1 +04 w N r 15+00 N89'ST32"E 14+00 13+00 �� ' _ Lb 1.- --r - 1 I - ss'41 00 92+0 �g� N r- 6g9• 46 2 "~M 8 . 11 10 9 8► 7 6 5 411 I I � 1 3 �i>m2 I I I I I U I I I I I I m i 1 0 �4 N ci W '� �� _ o 3v r D ui � < J W ♦ ♦ cV W N � M r- r- - H � r r • 4 ♦� r C4 r- ; 4 r r 1 z �- _N n CONSTRUCTION NOTES: O -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. 2 -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 C3�---CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. 4O --STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. FESS SPIONq� 6D -CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA y Fey STD. NO. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING) c, Z No. 527'5 @-CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. * Exp•9/30/99 J► O -CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, �hc' 0�'�! � CAI.�F W=16 . 30 29 �o r N INT. STA. 10+00.00 ONTARIO CIRCLE = STA. 12+77.55 COLUMBIA DRIVE 1 10' 1 1 ' $• 1 W m 8' 0 18 1a• 2 N �' S � uj �� v + o Me/q r � pRl The ConsultingGroup 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 " Re COAD QRAw NGS'' TR . 1461-2-7w, 5 Z4 PREPA ED U DER SUPERVISION OF: "REcoav DRAwn0C-1S" TR. 145?2- i 912 /� i/ REVISIONS APPROViENGR'S4 DATE AP CITY DATE A. EN R.C.E. 35275 GRAPHIC SCALE s N w ( INr' ') 1 inch = 40 ft CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT D�`� �' STREET IMPROVEMENT PLANS SC�►LE. LCs DESIGNED BY ONTARIO CIRCLE VERT.: �1' a SE ?RACY N0. 14572-1 dt 14572-2 CHECKED BY DATE: TAP PLAN AND pRpFlLE 2/17/97 2_1-1_q-7 JOB N0. ROM �B� DR. N0. SHY. N0. TE: CIN ENGINEER R.C.E. 2 2441 7 OF 8 0 V) N i 0 6 rj °' m �I 0 i� ND 0� � O A q4 Q, + "- r g p /4 "j► 4 /4 oo �j ~ H �n LO ui ao 0 co �n r PORT. 64' VC r- u) is O.C.=45.09' r Pi=1658.71 1+00 10+00 T W BE S N 0 MANITOBA DRIVE +� r '-am � .8 h If 28 8 Lo 10' , 18 18 10' 42-6 ± Z > Z 19 20 21 22 23 24 25 Q • 1 i I i I 6 6 N� Q 1 I I 1 I MM � � 3 1` 3 K 8 W - - - - - L w W \ fv- 46 MBl Ap R/ N� w / LO D N .. B M _ R N h• C 1 +04 w N r 15+00 N89'ST32"E 14+00 13+00 �� ' _ Lb 1.- --r - 1 I - ss'41 00 92+0 �g� N r- 6g9• 46 2 "~M 8 . 11 10 9 8► 7 6 5 411 I I � 1 3 �i>m2 I I I I I U I I I I I I m i 1 0 �4 N ci W '� �� _ o 3v r D ui � < J W ♦ ♦ cV W N � M r- r- - H � r r • 4 ♦� r C4 r- ; 4 r r 1 z �- _N n CONSTRUCTION NOTES: O -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1. 2 -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 C3�---CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. 4O --STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. FESS SPIONq� 6D -CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA y Fey STD. NO. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING) c, Z No. 527'5 @-CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. * Exp•9/30/99 J► O -CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, �hc' 0�'�! � CAI.�F W=16 . 30 29 �o r N INT. STA. 10+00.00 ONTARIO CIRCLE = STA. 12+77.55 COLUMBIA DRIVE 1 10' 1 1 ' $• 1 W m 8' 0 18 1a• 2 N �' S � uj �� v + o Me/q r � pRl The ConsultingGroup 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 " Re COAD QRAw NGS'' TR . 1461-2-7w, 5 Z4 PREPA ED U DER SUPERVISION OF: "REcoav DRAwn0C-1S" TR. 145?2- i 912 /� i/ REVISIONS APPROViENGR'S4 DATE AP CITY DATE A. EN R.C.E. 35275 GRAPHIC SCALE s N w ( INr' ') 1 inch = 40 ft CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT D�`� �' STREET IMPROVEMENT PLANS SC�►LE. LCs DESIGNED BY ONTARIO CIRCLE VERT.: �1' a SE ?RACY N0. 14572-1 dt 14572-2 CHECKED BY DATE: TAP PLAN AND pRpFlLE 2/17/97 2_1-1_q-7 JOB N0. ROM �B� DR. N0. SHY. N0. TE: CIN ENGINEER R.C.E. 2 2441 7 OF 8 0 V) N i 0 6 rj °' m �I 0 i� ND