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HomeMy WebLinkAbout1804-6112693 OE 90°00'00" 38.00 59.69' 38.00' CENTERLINE CURVE O 23"33'23" 62.00' 25.49' 12.93' KNUCKLE REVERSE CURB CJ 137006'47' 58.00' 138.80' 147.67' KNUCKLE OUTSIDE CURB ® 22"14'57' 62.00' 24.08' 12.19' KNUCKLE REVERSE CURB O90000'00 O 20.o0' 31.42 20.00 CURB RETURN MARK 0 R L T COMMENTS ■ CURVE DATA OLD CASTLE ROAD SEE SHEET 3 L 5 0' r 18+43.29 E. C. R. " t" N 9'07' 11-E (RAD) 1111,x. P. R. C. CURB 13. 72► N23' 24' 33"E ( RAD) B I D 26 W`O v y� W •r, � n n o f E 25 7 z 24 00 23. Q J Je T ot LLJ 9 0 N (� U z o M O 00 O Ci 0A . Oi ♦ h O 1 9 9 D � a0 cm O Cd °er �. �'•�, o'� Uj 18 I t- o I 18+81.83 E. C. R. do B. C. CL 1/9 Vis,,. ^„ ,,,,► �.,, ,,,,. N 40.00' 13.5 13.5' 0.00' 77.39 TYP. GD N g 9 V' h cv� � � O ' •d► � 1�y 20 as m, 22 9 19 20 77 76 2��V N 77.26 fL • ��'��� C 77.89 TG 40.00' 13.5 13.5' 0.00' 77.39 TYP. 61 40.70' L=32.57 28 27 ��• ,... •1 t•, ^ 21 20 as m, 22 9 '- 3 czi1 I N NO m co 8 o0 �`. 1k. w � X Nro C3 6) I 25 •-'�3,(k�4 O C h a � O � o p Z� v,p �0 9 � 40. ❑zo SCALE : 1" = 40' N 0.08' 50' W 0.00' 40.00' 13.5 13.5' 0.00' � TYP. N M 28 27 ��• ,... •1 t•, ^ f 40.00' 9 9 9 9 1 N N I N NO 9 9 9 9 I 25 7�- ADJUST MANHOLE COVERS TO GRADE PER CITY OF O It 25 PE" 30 o p ca v,p �0 to � Nn N `�kp �� Q `tib o Q 9 0 9 O tl' w O O c CV o l _ > FONTANA STD. DET, 102 Q � 211 I •22 23 24 jt341. 0 z� 19 20 21. 22 l,, 00', 40.00' 40.00'• '40.00' O 40, 00'• ;40.00' 40.00 '40..0 . � �,,... , k +�i!t:: i•...'w:�r:�.'-•. S :.: :i.��+�: .. ... .. : r . ,I I :': 1�r_:'•r:�'..:1':.'.. .: h i'�iy'� � t . N 0.08' 50' W 0.00' 40.00' 13.5 13.5' 0.00' � TYP. TYP. 29 28 27 ��• ,... •1 t•, ^ f 40.00' i I f 40.00' 1 t 40.00' I 1 40.00' m - 1-F 79-18 nFL�Q -�-- 5 79-68 7C. 10j � NCO I i---- 00 t4 , t.'s .. �;�i •i .•.•t• \'moi• •• '" • .551 L=35' ^ ',. ''.1 ��• ,... •1 t•, ^ f 40.00' i I f 40.00' 1 t 40.00' I 1 40.00' m 28. • 27 26 I 25 7�- ADJUST MANHOLE COVERS TO GRADE PER CITY OF 26 25 PE" 30 29 p ca v,p �0 to Lo- Nn N `�kp fid, 9 0 9 O tl' w O O c CV o l _ > FONTANA STD. DET, 102 Q � 17 COLT AVENUE SEE SHEET 5 5101 5' 25' 7' 18' 18' O 9 �N 9 9 ci n r 18+31, 73 E. C. CURB OD LL,9 � p o V• 1 d' m s� ��� ;'� L-14.60' P. R. C. CURB 19 N23' 42' 13' W (RAD) �2 18+71.71 B. C. R. ^ � E. C. CL I I h� 12 23 13.5' 13.5-24 18 I h ,7 ;�' ^�' c CIO 10.00'• 7PTYP '40.00' 40.00' 30,00 A E N7 i5� v 8o•�zfL. 1s�� �V.c Ak.� ��%o� ��° 7 13 - - - Q n7oo. oo' 8/ /? Q60. rc. �I.I%5 I 80 �1 6O•C2fL. 40.00' 40.00' 40.00'1 140.00' I .551 L=35' m 28. • 27 26 I 25 7�- ADJUST MANHOLE COVERS TO GRADE PER CITY OF n, Mao uj p d O v,p �0 to Lo- X16 aw 9 0 9 O tl' w (D -CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF i3 CV o l GOLD HILL AVENUE BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 REV, I DATE I gppRS' I DESCRIPTION 0 40 80 120 160 GRAPHIC SCALE CONSTRUCTION NOTES 10-- CONSTRUCT 3" A. C. OVER 12' COMPACTED NATIVE SOIL. 2�- CONSTRUCT CONCRETE CURB AND GUTTER ( 6' C. F. PER CITY OF FONTANA STANDARD DETAIL 101) 23.38' L! 94, 146a-- CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH I .551 L=35' AND LOCATION PER PLAN. (EXC. DWY S) 17 R a' 7�- ADJUST MANHOLE COVERS TO GRADE PER CITY OF 15 uj FONTANA STANDARD DETAIL 109 �� o X16 aw O - o � 3 .� Q _J w (D -CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF i3 CV o l _ > FONTANA STD. DET, 102 Q � 11 CONSTRUCT ST. LIGHTS PER CITY OF FONTANA STD. jt341. 0 z� O Qs +A s .n W Nib. RCE 409)2)��miEXP. 3-X1--9q01V OF CAe '�G d Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA 9 9 2698 MATARO STREET ( 818) 568-2465 PUBLIC WORKS DEPARTMENT PASADENA, CALIFORNIA 91 107 Drawn by : Z K SOUTHRIDGE VILLAGE Scale'. 1"= 40' Approved :114"A ^64A� 7 /a 8Designed by: TR.14028 -1, TR.14028-2, TR.14028-3,T*RI402 Date L. GEORGE I MUSSER R.C.E. 40982 Date Z K STREET IMPROVEMENT PLANS 5-31-89 ci r EXPIRATION DATE: 3/31/91 Checked by: A o e �, �. ow9. No. 6 DATE a l c-'613 z S.SO4 pp INTERIM CITY ENGINEER R.C.E.