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HomeMy WebLinkAbout1804-4!693 W OLD CASTLE ROAD 0 00 M W N Z ,� W COLT AVENUE > N � W �- SEE SHEET 3 It > w co >1 SEE z o N a SCALE 1"= 40' O a 5 0' 5' ' 25' 9 F' �' Q Z 0 (� I Ll 25 25' g 1' 18' 18' O �' J ~ '-" _' 1- �- 7' 18' 18' 7'_ J U I c v ``� 9 O 9 g 9 -r v 9 9 9 9 9 v o 9 9 9 9 9 °'' o I W ca v o 9 m to o O ti o r CnoQ o o O p pUl �5 3? o Cori er N h 4 � 4 3 O 4 �. 4 Q o 4 poo o �. II +. �, d, a �S• �. d, d, oI-- I 14+86.83 E. C. R. o �' �' N ti, o �' h • o -� _ `� 0 2 Z _ 1 2 3 4 5 6 14+76. 71 B.C.R. 8 ;° I 10 11 + 1 2 3 4 5 6 Q A 13.5 13 5' + 26 27 `L po �TYP.TY4 ' r'` 21.00' 40.00' 40.00' 40.00' 0.00' 40.00' 40.00' 40.00' 40.00' 40.00'. 40.00' 40, 00'• 40.00'40.00' 40.00' 30100' .'_-' .' t\ LU 0 Z W Q F - x 0 W c!) U :D 253#44'23" W I �O� Q ® 36' 52' 12" D: 39.90' 7 1A V 11 75.34 T. C. 1 U5 1•� N o - W OLD CASTLE ROAD 0 00 M W N Z ,� W COLT AVENUE > N � W �- SEE SHEET 3 It > w co >1 SEE z o N a SCALE 1"= 40' O a 5 0' 5' ' 25' 9 F' �' Q Z 0 (� I Ll 25 25' g 1' 18' 18' O �' J ~ '-" _' 1- �- 7' 18' 18' 7'_ J U I c v ``� 9 O 9 g 9 -r v 9 9 9 9 9 v o 9 9 9 9 9 °'' o I W ca v o 9 m to o O ti o r CnoQ o o O p pUl �5 3? o Cori er N h 4 � 4 3 O 4 �. 4 Q o 4 poo o �. II +. �, d, a �S• �. d, d, oI-- I 14+86.83 E. C. R. o �' �' N ti, o �' h • o -� _ `� 0 2 Z _ 1 2 3 4 5 6 14+76. 71 B.C.R. 8 ;° I 10 11 + 1 2 3 4 5 6 Q A 13.5 13 5' + 26 27 `L po �TYP.TY4 ' r'` 21.00' 40.00' 40.00' 40.00' 0.00' 40.00' 40.00' 40.00' 40.00' 40.00'. 40.00' 40, 00'• 40.00'40.00' 40.00' 30100' .'_-' .' t\ LU 0 Z W Q F - x 0 W c!) U :D L CURVE DATA :'S 1 W• r L • •i• .•r' i �': •` :s• ..:•••i .: ,,:•• :.i i :.'•. •.r �•':..'• i3: :!• .I' •t:.. '••. :'•••.•t+,` t.'• •.. r :Y.ri:•. v f' I 3� 7&.70 T C •.2� (��. �• _77 947-C. :1 0 7 1�fy. 6 2 N °.-° d 1�1� 76• ?0 f•L. 7 11fy ► 1� 1(Df ,�A1'� �' 7 76. 74FL, 1-4 - - - 1�5--- _700.00 _ 1_ � 16 h�W y�3 h�0 ��• 38 rC 235.00' 01., 77 oirc -on�o �1 1� 77.3? rc. 232.50' f� eco ti �2� /A(O A N ��24 6 2 7�•5ifc. A ��'�L I'1� FV �� L A 7l •82fL. �1��10 '� t ��' ,9��� I i CD l• 577.50'- �{ 0 4 ;�: • 8 71.50 8 5 77.50 75.00 ,. 10+38.00 B. C. R. N i� 10+38.00 E. C. R. -'` I\� 10+38.00 B. C. R. t� 15+52.11 E. C. R. O O v a0 N (V N I a c h h oq, '4CD at 7 NO 25 ct) o�p cm ti O Q 18 m tin,, o O ad�• ci o ;" LL)vt 4t: n n 'P `o to �`` ;`' A o c c 44. z�: o 0, N 5 0 o 5 Art SEE SHEET 3 AGATE DRIVE SILVER UC 7 18' 18' 7 Kr o •' z SEE RIGHT HEREON SEE SHEET 5 GARNET COURT SPUR AVENUE SILVER SPUR AVENUE SEE LEFT HEREON 5 0' - 0 40 80 120 160 GRAPHIC SCALE t GARNET COURT U 253#44'23" 38.00' I �O� Y • I f f • 1•• r ••i ••J •f i • t r 1 .c. s I• ' ® 36' 52' 12" 62.00' 39.90' 7 1A V 11 75.34 T. C. 1 U5 1•� pT• f�. �hl� 1 ' I N 0_08'50"W 12 31.42' 20.00' CURB RETURN DARK 11� 1h� �4`��� �h\y , 232.5P�- - 7.08 7.c• A COMMENTS COMPACTED NATIVE SOIL. • II 2�- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. 75.58 Fc . Epp' -31-91 O m pp V :+t r •' i : • ••1 i"•% •:3 4Q-- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F.s�A4 72•00 77.50' cjc� TRANSITION TO 8" C. F.) A ��• N r CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL` :, w I "~ 15+62.83 B. C. R. O CO 10+38.00 E. C. R. ,•K. CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH �I'�G Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA AND LOCATION PER PLAN. (EXC. DWY S) 7�-- 15o �� 2698 MATARO STREET ( 818) 568-2465 PUBLIC WORKS DEPARTMENT FONTANA STANDARD DETAIL 109 c Cd o ®-- CONSTRUCT RAMPED CURB RETURN PER CITY OF BENCH MARK PASADENA, CALIFORNIA 91 107 , Drawn by zK Scale, 40' SOUTHRIDGE VILLAGE FONTANA STANDARD DETAIL 104 A. Approved 9�-- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF R. R. SPIKE ON PP #674320 E 7h $ 8 9 Designed by: TR 14028-1, TR 1402872, TR 14028-3, TR1402 Date FONTANA STD. DET. 102 AT THE INTERSECTION OF JURUPA GEORGE IMUSSER R.C.E• 40982 Date L CURVE DATA :'S 1 W• r L • •i• .•r' i �': •` :s• ..:•••i .: ,,:•• :.i i :.'•. •.r �•':..'• i3: :!• .I' •t:.. '••. :'•••.•t+,` t.'• •.. r :Y.ri:•. v f' I 3� 7&.70 T C •.2� (��. �• _77 947-C. :1 0 7 1�fy. 6 2 N °.-° d 1�1� 76• ?0 f•L. 7 11fy ► 1� 1(Df ,�A1'� �' 7 76. 74FL, 1-4 - - - 1�5--- _700.00 _ 1_ � 16 h�W y�3 h�0 ��• 38 rC 235.00' 01., 77 oirc -on�o �1 1� 77.3? rc. 232.50' f� eco ti �2� /A(O A N ��24 6 2 7�•5ifc. A ��'�L I'1� FV �� L A 7l •82fL. �1��10 '� t ��' ,9��� I i CD l• 577.50'- �{ 0 4 ;�: • 8 71.50 8 5 77.50 75.00 ,. 10+38.00 B. C. R. N i� 10+38.00 E. C. R. -'` I\� 10+38.00 B. C. R. t� 15+52.11 E. C. R. O O v a0 N (V N I a c h h oq, '4CD at 7 NO 25 ct) o�p cm ti O Q 18 m tin,, o O ad�• ci o ;" LL)vt 4t: n n 'P `o to �`` ;`' A o c c 44. z�: o 0, N 5 0 o 5 Art SEE SHEET 3 AGATE DRIVE SILVER UC 7 18' 18' 7 Kr o •' z SEE RIGHT HEREON SEE SHEET 5 GARNET COURT SPUR AVENUE SILVER SPUR AVENUE SEE LEFT HEREON 5 0' - 0 40 80 120 160 GRAPHIC SCALE t GARNET COURT U 253#44'23" 38.00' 168.29' CUL-DE-SAC OUTSIDE CURB ® 36' 52' 12" 62.00' 39.90' 20.67' CUL -GE -SAC REVERSE CURB ® 90000,00" 20.00' 31.42' 20.00' CURB RETURN DARK A R L T COMMENTS L CURVE DATA :'S 1 W• r L • •i• .•r' i �': •` :s• ..:•••i .: ,,:•• :.i i :.'•. •.r �•':..'• i3: :!• .I' •t:.. '••. :'•••.•t+,` t.'• •.. r :Y.ri:•. v f' I 3� 7&.70 T C •.2� (��. �• _77 947-C. :1 0 7 1�fy. 6 2 N °.-° d 1�1� 76• ?0 f•L. 7 11fy ► 1� 1(Df ,�A1'� �' 7 76. 74FL, 1-4 - - - 1�5--- _700.00 _ 1_ � 16 h�W y�3 h�0 ��• 38 rC 235.00' 01., 77 oirc -on�o �1 1� 77.3? rc. 232.50' f� eco ti �2� /A(O A N ��24 6 2 7�•5ifc. A ��'�L I'1� FV �� L A 7l •82fL. �1��10 '� t ��' ,9��� I i CD l• 577.50'- �{ 0 4 ;�: • 8 71.50 8 5 77.50 75.00 ,. 10+38.00 B. C. R. N i� 10+38.00 E. C. R. -'` I\� 10+38.00 B. C. R. t� 15+52.11 E. C. R. O O v a0 N (V N I a c h h oq, '4CD at 7 NO 25 ct) o�p cm ti O Q 18 m tin,, o O ad�• ci o ;" LL)vt 4t: n n 'P `o to �`` ;`' A o c c 44. z�: o 0, N 5 0 o 5 Art SEE SHEET 3 AGATE DRIVE SILVER UC 7 18' 18' 7 Kr o •' z SEE RIGHT HEREON SEE SHEET 5 GARNET COURT SPUR AVENUE SILVER SPUR AVENUE SEE LEFT HEREON 5 0' - 0 40 80 120 160 GRAPHIC SCALE t GARNET COURT U SII _A ' O CONSTRUCTION ❑ w� h �- �. SCALE : 1'" - 40' 12 a� 0 1 CONSTRUCT 3" A. C. OVER 12" SII _A ' �o�ESS/ CONSTRUCTION NOTES??,q 1 CONSTRUCT 3" A. C. OVER 12" a COMPACTED NATIVE SOIL. c9 N0. RCE 40982 2�- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. Epp' -31-91 PER CITY OF FONTANA STANDARD DETAIL 101) 4Q-- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F.s�A4 TRANSITION TO 8" C. F.) 7• 0� ®F 5�-- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL` CA�'`� PER CITY OF FONTANA STANDARD DETAIL 104. 6�- CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH �I'�G Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA AND LOCATION PER PLAN. (EXC. DWY S) 7�-- ADJUST MANHOLE COVERS TO GRADE PER CITY OF �� 2698 MATARO STREET ( 818) 568-2465 PUBLIC WORKS DEPARTMENT FONTANA STANDARD DETAIL 109 � ®-- CONSTRUCT RAMPED CURB RETURN PER CITY OF BENCH MARK PASADENA, CALIFORNIA 91 107 , Drawn by zK Scale, 40' SOUTHRIDGE VILLAGE FONTANA STANDARD DETAIL 104 A. Approved 9�-- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF R. R. SPIKE ON PP #674320 E 7h $ 8 9 Designed by: TR 14028-1, TR 1402872, TR 14028-3, TR1402 Date FONTANA STD. DET. 102 AT THE INTERSECTION OF JURUPA GEORGE IMUSSER R.C.E• 40982 Date zK STREET IMPROVEMENT PLANS 5-,31-89 (I O CONSTRUCT ST. LIG FITS PER CITY OF PQNTANA STD. AVENUE AND MULBERRY AVENUE ELEV. EXPIRATION DATE: 3/31/91 Checked by : ���. 9. 4 `t/. L✓-�- 9 Jy Dw N o. REV. DATE APes• DESCRIPTION DATE APP I`/ Approved : CITY ENGINEER �✓11 L',�(3 ASW INTERIM � f