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HomeMy WebLinkAbout2419-6I i s L.O.C.=32. L O.C.=32.73' ► O.C.=150. 0PORTION OF 248-W VD I m PI=1769.28 L.O.C. 168.29' � 50-W v+c PI 1719.89 m ... U g v P P P, 1 � PORTION OF 292-11' �" wIt L.O.C.=40.27' °c� ^ ~ v o �. PI=1 37.08 �\ + o r. �... °° as + F. + m co co co an o o g U co ''� CL 06 06 06 06 0o ao 00 a- 0oIr- • p 1� 06 �4 o+ r $ R=1.0016 �r N T.---° N -N = . +4 + Ng 0M-7-11 _0 m N �Cl - / A/7 d/! to v- r%+ 17 :mm N� r4- U � N MR=.S +� o goN p N4A�R=1. e � hC-4 N g u7 U W F- f"' r O Cly � •/ � � / � o6 •f LAJ 04 N L.O.C.=38.42 ,� r cn / ,,�G!'�' .O.C.=83.06' `' � n= to m Li / ��" © a��` � Q. "� '�' �lr' IA cn oho cn + ao + G / ►� N Pi 1732.39 Ra eco cv g ^ � co �r r,, � .�►''� / � g ','_ � g �� 4.73 �' � g � CA g tn c -i + co t- =1 407' A r,, 5 -'Cf-� . + U-) 8 LA 04 Cq + + R=1.00 " / C' 00 ,' o + c.; c 0) ul 8 c •55 U E2`�' 00 - / R=2.5pZ i- rM n+ g 'rS N N 9 c3 j �s3 w N O �/ / .-- +� M^ 8 t N Q 00' Iri M Ci ' ( o / PORTION 292.11' \ v n Pr) = W FU-• (�V � � / PI- 737.08 R: � � . 04 ao ' ✓ • y3 � N. �° = / L.O.C.=154 62' L.O.C.=57.4 ' M '" U d c � t / 1 66.60' 25.77' + `~ ' 33.42' VC / �, �,,_ U TYP. r' VC o vi PI 1765.02 Ito pr) �- N ,,�122+ N r PI=1732.42 R�4 7 0 N �- N N N -4770 8 .7-40 ' _._ �_. r- - _ R=4.56 472-0-- Rml-00% R-1.007 M &/2 a o 11/6 © a 8 �' 8 R=4.47'76 c.) U m a/2 % /6 �6 &/6 a + M N N © g �- ©. C4 C2 0 pn °i4 m � ca c� C� 6 r` + r• 06 R-2. 7 • "� rn .r $ 4 L) I( 0 uj 12 C) 04 V F- ~ m M Oy r r r V_ �' -4. to C4 �•0) rn cc r- c '� Lot*59.901 38.4Z. c � O.C.=29. T 33.42'� Hom Trow L.O.C.=39.27' PI=1765.0► PORTION OF 248.09' VC VERT. 1x•�r PI=1769.28 10+00 11+00 12+00 13+00 __.�..._w_..__.____. 14+00 .�.�__..�.�..._...�..�... 1 .�. ._ 15+00 14+00 13+00 12+00 11+00 10+00 _ I F 2 Asp me 2 764.7 \ C ,k X \ , o� \ D � 764. 39F� 64.7 764. \ 764.23� E 41 �� A B 40 �gp.37F1. STA. 10+00.00 TERRIER COURT \ =STA. 11+90.56 HEDGE ROW COURT\, 39 \\ tp 4 I ec 3 �3 00 s' qH 91111' 0 CURVE DATA 01 DELTA RADIUS LENGTH TANGENT 01 9217'26" 25.00' 40.27' 26.02' B 1 90'00'00" 25.00' 39.27' 25.00' (01 09'34'32" 218.00' 36.43' 18.26' D 09'34'32" 200.00' 33.43' 16.75' E 09'34'32" 182.00' 30.42' 15.24' F 31'47'18" 59.00' 32.73' 16.80' G 141'21'34" 61.00' 150.50' 173.99' H 31'47'18" 59.00' 32.73' 16.80' T 77'4658" 22.00' 29.87' 17.75' J 77'4658" 40.00' 54.30' 32.27' K 36'52'12" 62.00' 39.90' 20.67' tp 4 I ec 3 �3 00 s' qH 91111' 0 / 8 couI-1 1 / U C O» Lo N ^ tD M } %h 26 24 23 + +w �► �► N C / 19 14+37.40 RAD. PT. N44'46921 "iN RAD. 4 STREET LIGHT 18 r r CONSTRUCTION NOTES O -CONST. 4" MIN. AC OVER 12" OF 957 COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 do 7 ON SHEET 1. (2> -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 0 -CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. &-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. 10 - -CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, W=16 . QROFESS�o c� Mo.332Ts Z x•9/30/" U coeD l N 45 ` -M. ( 4411 REVISIONS -I APPROViL i DATE I APPROVAL I DATE GRAPHIC SCALE 40 0 21D M �IN FEET � .�.. 12 lo lq• �� DO! pp, X522 �4 NUNls�(1�r1 MFN linch -4°-ft. CITY OF FONTANA, CALIFORNIA The Consulting Group PUBLIC WORKS DEPARTMENT p�,� � te STREET IMPROVEMENT PLANS S; 6 Morgan, Sete �LCS TERRIER COURT HORZ.: r=,o' DESIGNED B1' BUGLE COURT �'�" ' ° lMne, Cali/ornio 92618 9 SES N (714)587-3012 FAX (714)472-3176 CHECKED BY PLAN AND PROFILE DATE: ��� PREPAREQ UND SUPERVISION OF: TAP TRACT N0. 14571 do 14571-1 01/16/97 °' Lo -1-7 JOB N0.APPROVED G/1•��� /���� DR. N0. SHT. N0. tO� o� THO109-A. PETERSEN R.C.E. 35275 DATE: CITY ENGINEER R.C.E. 29136 2419 6oF 8 r CURVE DATA DELTA RADIUS LENGTH TANGENT L 1 36'52'12" 62.00' 39.90' 20.67' M 253'44'23" 38.00' 168.29' 50.67' N 88'02'34" 25.00' 38.42' 24.16' 0 88'02'34" 25.00' 38.42' 24.16' P 20'57'50" 182.00' 66.59' 33.67' Q 20'57'50" 200.00' 73.18' 37.00' R 20'5750" 218.00' 79.76' 40.33' S 53007'48" 62.00' 57.49' 31.00' T 233007'59" 38.00' 154.62' 76.00' U 23'47'39" 200.00' 1 83.06' 1 42.14' / 8 couI-1 1 / U C O» Lo N ^ tD M } %h 26 24 23 + +w �► �► N C / 19 14+37.40 RAD. PT. N44'46921 "iN RAD. 4 STREET LIGHT 18 r r CONSTRUCTION NOTES O -CONST. 4" MIN. AC OVER 12" OF 957 COMPACTED NATIVE, SEE GENERAL NOTES NO. 6 do 7 ON SHEET 1. (2> -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 0 -CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1. &-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. 10 - -CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, W=16 . QROFESS�o c� Mo.332Ts Z x•9/30/" U coeD l N 45 ` -M. ( 4411 REVISIONS -I APPROViL i DATE I APPROVAL I DATE GRAPHIC SCALE 40 0 21D M �IN FEET � .�.. 12 lo lq• �� DO! pp, X522 �4 NUNls�(1�r1 MFN linch -4°-ft. CITY OF FONTANA, CALIFORNIA The Consulting Group PUBLIC WORKS DEPARTMENT p�,� � te STREET IMPROVEMENT PLANS S; 6 Morgan, Sete �LCS TERRIER COURT HORZ.: r=,o' DESIGNED B1' BUGLE COURT �'�" ' ° lMne, Cali/ornio 92618 9 SES N (714)587-3012 FAX (714)472-3176 CHECKED BY PLAN AND PROFILE DATE: ��� PREPAREQ UND SUPERVISION OF: TAP TRACT N0. 14571 do 14571-1 01/16/97 °' Lo -1-7 JOB N0.APPROVED G/1•��� /���� DR. N0. SHT. N0. tO� o� THO109-A. PETERSEN R.C.E. 35275 DATE: CITY ENGINEER R.C.E. 29136 2419 6oF 8 r