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HomeMy WebLinkAbout1884-293 I TRANSITION SHEFFIELD ROAD 11+28.58 CL. INT. SNOWDAN ROAD ABERDcj�EEN m o Q " w SEE SHEET 4 =11+47. 00 CL. DOVER LANE SEE SHEET DRIVE • v ❑ 3 w C) o J o 5 0C:p' SCALE: 1" = 40' 25, 5 0' Z > �; o N W SNOWDAN ROAD o 25' 25' , 25' J I I I 00 o z w 1' 18' 18' 7 g8 I �U N� �z I '8 49 234-58.20 U 8 1 f 6� 0 10+77. 96 ap o ¢ f •I I 7. 62 ;,; 141r�1, I o 0 o B. C. CURB C 59 _ o�toQ L fy 9 9 Q9 Q9 '�' ti ti o N T' b� 58 SAW CUT BEGIN 10+90.58 B. C. R• Q o TI I m REMOWLo ' ' ��6 �,r A 59 z z L=19.02' o 0 600. 59 ,� 57 �-� ►� _ ro. 99, o rn - O ti u, o f w N 10+73.30 E• C. CURB o + A 'i ' 5�. 5 0 e P. R. C. CURB B c� �* ( o " + I � 99 0 o N 'r:=','I _ ;�I ;. t. J N66'35'27"W " o ,� M + �Io + �^�. �, Z I B N 50 u~i Y II 1°) � v U ( RAD) 6 0 o I o o v r+ �-, + ^ J P. R. C. CURB I I z C 4 w 3 ,� F' `�� h� N v N '�' 1� N75'54'32"E (RAD) x �41�4 3 6 "' \ 0�O 5 13 0 „ I I a Ip' W O 5 " 'a` gl o �, ►; o _ 10+38. 00 E. C. 10+32. 10 B. C. R. _ i 8 Y�• I% c� 5 o N 0 08 50 W -o _ F1�t� f. �5 • Q f-- �\ ;,s r ( ( -� 131 g2 y2F.l. 4 -- 0 58 N Z 2�- $ ► ' cQ 00 rn W I� c'� ►�atS �o ��1 ��2 I �, 3 6 �2� h��` 0 f03 o + i �0��. A $6' 30.00' 0.00' 40.00' 40.00 62.35 L W O \�Fy c? el N $ �. w a- r ,-� w 5 �i 10 I . i a ;' •' F �' h o ' ..r. 3 6 %� : e N79° 5�^p a0.87TC \`5 00 ��� 4 W ? ¢� i. I' 53.50' I A �, z �+-' g CL.�'►� (R ) D 80.20ft I sb\ " \� 0^\�D h '• 51 24 1- 34.20 G A ;.; - �D� ��s : , Io _ _ _ t1 N89 51 10 E _ o t2 _ 8 6 W i- \ b �.; SAW CUT END REMOVAL 00 �(� `1,�0' 11+66. 58 /--• rr6,, _ z o CP o y 0�'►y nom-• o 0 06, A ps°1� Q' ° p!o`� `�0 �c'� - GV B 1 O _ G O hhl �F� E. C. R. % N 57 N 0 6,�, ,'%` 0b F 0 'cN �\ p �� o�� 7 ti• \tis. o O I C B0.93 zc. B 5 0' / �`u'j 80.2ly f. L• "• ro' :,.. E \. !• �\B 9 32' 32' v 56 N 25' 25' / / o `` 5 3 I , 27. 00' 1'14. 27 L =2,?, �P9 �LY w r r r h�� �\ 2 22.61 0 :� 6j �2•�� ��� 12' 20' 20' 12' '- 1 18 18 7 / 0 Q+ LN S a.5' 4.5' _ � / / ��� .�Po� 0 L=32;0 ��, - o tih• i 1+09.00 55 0 x,52.00, \2 52 00 SEE RIGHT HEREON / \ 4 bb o ` " / 11 +09.00 8 B. C. R. _ �; w < ?s o = o Gv' ,h E. C. R. �' n ( � o\ 12+86. 15 CL. INT• SNOWDAN ROAD CO �)CDh/ . 5 0 56 3 N o � o � •• � ••• �' .-' m �I o � 5r� 10+00. 00 CL. ABERDEEN DRIVE + m o o 25 25 00 ,r, s� I C R ' • o -� ON X = V U Q: r r r LO N I M'^ U M �! .a: W 3 2 1 18 18 7' q 9 +� 00 o� �N� 9 54 9 moi\ 00 SEE LEFT HEREON N =' o N "I LFiI V G OJ 1' 41' 16" 1200.00' 35.35' 17.68' CL. CURVE B. C. TO CL. INT. IO 93' 37' 30" 20.00' 32.68' 21.31' CURB RETURN OH 85' 56' 42" 20.00' 30.00' 18.63' CURB RETURN © 80@23'15" 38.00' 53.32' 32. 11' CL. CURVE OF 80' 23' 15" 20.00' 28.06' 16.90' KNUCKLE CURB RETURN OE 127' 30' 01" 58.00' 129.07' 117.61' KNUCKLE OUTSIDE CURVE OD 90000,00* 38.00' 59.69' 38.00' CL. CURVE © 137-06'47" 58.00' 138.80' 147.67' KNUCKLE OUTSIDE CURVE © 23-33'23" 62.00' 25.49' 12.93' KNUCKLE REVERSE CURVE AO 90000,00* 20.00' 31.42' 20.00' CURB RETURN MARK R L i T i COMMENTS L CURVE DATA CONSTRUCTION NOTES O-- 'CONSTRUCT A. C. OVER COMPACTED NATIVE SOIL. (S1=E GEN. NOTE 6 ) �- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) O3 - CONSTRUCT CONCRETE CURB AND GUTTER (8" C. F. PER CITY OF FONTANA STANDARD DETAIL 101) 4�- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. TRANSITION TO 8" C. F. ) Q- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. ©- CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. (EXC, DWY' S) 7�- ADJUST MANHOLE COVERS TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 8a- CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. g� CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 10 CONSTRUCT STREET LIGHTS PER CITY OF FONTANA STD. 16 REMOVE EXISTING CURB AND GUTTER 17 REMOVE EXISTING 4" THICK SIDEWALK C:1 DOVER LANE 9 z IC "� rn Q N+ 10.4 -00.000.L. INT. SNOINDAN ROAD Z o 0 r' 10 +00.00 C.L. SHEFFIELD ROADNOWDAN RO:AD' \� NOTE : SEE SHEET 6 FOR STORM 9' DRAIN DETAILS & PROFILE 9 BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 REV. DATE I ENRGRRS• DESCRIPTION DATE CI P 7 11 F 10 V Z c, LAR AV sue POP oc _ 64 r 32' 3 20' 20' ]2' w W 41 t -, � I c i ]2 I a z ❑ SHEET 3 C3 _ �; m w " SEES Cd > 40 � o _ SCO ' 1 0 / o Q M ---, o � �7A + z ¢ n o Zig - _j W 0 0+o C6I 0- 0 89 0 42 L-L� ��,�� a It 14+29.63 E. C. R. 24+85.57 B. C. R. o o `V N84' 35' 23"W(RAD) o N84' 09' 35" W (RAD) �, j 1� o N I o+. 00 vi H / <�� `�� $ O N 00 efa DU 90 0�� 85.0 " �. hto s ��- - N80' 32 05 W �b b4 - g o �b gto , l F.1, 1010 00 I F� 13+97.78 B.C. Fy 932 OqG �� I 3� �. o w 75. 00' �< l �. 91 LO titin v "' 24+06.99 E. C. R. ��1�• ti 13+56.29 B. C. R. >- w pk1 N ' C z l e3� .. a 43 m� a a 5 0'1. to 00 Lo ma: m h i.. U C9 N ` �' N 92 0 25 25 w o 7' 18' 18'7 � xd+. W Q ori W N Q ABERDEEN DRIVE Z 75, I10 W -i !:=' cc v /� W Q z �ImBRIDGEWATER DRIVE I w NO. RCE 40962 m EXP. 3--3191 ��qTF CIVIL OF CAI.�F G' Musser Engineering Consultants Inc. 2698 MATARO STREET (818) 568-2465 PASADENA, CALIFORNIA 91107 Drawn by Approved : PH IL r "40ZA- 2 0 Designed by: GEORGE MUSSER R.C.E. 40982 Date ZK EXPIRATION DATE: 3/31/91 Checked by .f. 0 GRAPHIC SCALE 120 160 CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Sale: 1"= 40' TRACT N0. 14631 Date: STREET IMPROVEMENT PLANS Approved: 96 1 (�,g4., 2 � CITY ENGINEER R.C. E. 25126 �J