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HomeMy WebLinkAbout1804-22693 c= 3/.4260,VC. O.C. PI. = 978•,38 N. IN ft SCALE : 1" = 40' DUNE LANE SEE RIGHT HEREON 4.5" 0 cS 510 , 0' c i 10+40.00 B. C. R. 25 25 10+40.00 E. C. R. 7 18 18 7 SAW CUT 6 JOIN EXIST. SAW CUT JOIN EXIST. �' n CURB, GUTTER & SIDEWALK CURB, GUTTER & SIDEWALK o 26 25 24 4 3 0 o� ;,, EXIST. 12'I STEEL WATER LINE q's 40.00' 40.00' 40.00' 27.50'�-� ,<^ o k ��1 % 27.50' 65.00' W (76. 33 TCW -------------(77.6CGF.L.1— A-t11��,--^�\--���--19����` A-------------------- _ 18 -----=_���t19\^F�--�1�==��,��°� -- ---20—=------=----=-P1--- 014% M N �0 y N89"51 10 E EXIST. 8" V.C.P. SEWER $ '( EXIST 60 R.C.P. STORM DRAIN 7 EXISTING IMPROVEMENTS PER U) U) INFRASTRUCTURE PLAN O Q) I VILLAGE- m--jI © 22' 14' 57" 62.00' 24.08' 12.19' KNUCKLE REVERSE CURB © 91"18'27* 20.00' 31.87' 20.46' CURB RETURN 0 90'00'00* 20.00' 31.42' 20.00' CURB RETURN MARK 0 R L T COMMENTS CURVE DATA z Q W 0 ,,.,,DR1V'E- IEA$T CONSTRUCTION NOTES Q)— CONSTRUCT 3" A. C. OVER 12" COMPACTED NATIVE SOIL. CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 101) �4 --- CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. TRANSITION TO 8" C. F. ) 54-- 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) 8�-- CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. 0 40 80 120 160 GRAPHIC SCALE W t~n Q SEE LEFT HEREON M_ y W o z 12 20' -411- 0 NO. RCE 40982 � •-I U U a a � . � u ❑zo Ce O F� N W OLD CASTLE ROAD 50 0 25' 25' 7'1 18' 1 18' miL 15 SEE SHEET 3 $ 16 a 17 SCALE : 1" = 40' VILLAGE DRIVE EAST SEE LEFT HEREON M_ y 32 12 20' -411- 0 NO. RCE 40982 � AXP. 3-31-91 Cd 2 OF 0A r-4, i I II Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA n 3 2698 MATARO STREET ( $18) 568-2465 PUBLIC WORKS DEPARTMENT ��,�� AA BENCH 1V1.�RK � PASADENA, CALIFORNIA 91107 Drawn b : Scale= , y zK SOUTHRIDCE VILLAGE ► = 40 R. R, SPIKE ON PP #674320 E Approved : I1I AT THE INTERSECTION OF JURUPAAP464-� % 1 8 8 Designed by: TRACTS NO.1402 8 ; 14028-1;14028-2 s 14028~ Date AVENUE AND MULBERRY AVENUE GEORGE MUSSER R.C.E. 40982 Date ZK STREET IMPROVEMENT PLANS 5-31 -89 ELEV. 918. 40 CITY- EXP I RATION DATE: 3/31 /91 Checked by : ,-� -C. 9 Dw9. No. 2 w �-G� ��' �� REV. DATE a�'cRs�. P_p. DESCRIPTION PATE APP. Approved : _ ,�(�t,�$ �SSOG INTERIM CITY ENGINEER R.C. E. 25126 /804 6 � N W i I18+79.62 I, (� J I r E. C. R. ,. 17+66.83 B. C. R Ce O F� N W OLD CASTLE ROAD 50 0 25' 25' 7'1 18' 1 18' miL 15 SEE SHEET 3 $ 16 a 17 QROFESSio C.'�� LANE- 0 NO. RCE 40982 � AXP. 3-31-91 CI V I�- OF 0A �►'� Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA �0 2698 MATARO STREET ( $18) 568-2465 PUBLIC WORKS DEPARTMENT ��,�� AA BENCH 1V1.�RK � PASADENA, CALIFORNIA 91107 Drawn b : Scale= , y zK SOUTHRIDCE VILLAGE ► = 40 R. R, SPIKE ON PP #674320 E Approved : AT THE INTERSECTION OF JURUPAAP464-� % 1 8 8 Designed by: TRACTS NO.1402 8 ; 14028-1;14028-2 s 14028~ Date AVENUE AND MULBERRY AVENUE GEORGE MUSSER R.C.E. 40982 Date ZK STREET IMPROVEMENT PLANS 5-31 -89 ELEV. 918. 40 CITY- EXP I RATION DATE: 3/31 /91 Checked by : ,-� -C. 9 Dw9. No. 2 w �-G� ��' �� REV. DATE a�'cRs�. P_p. DESCRIPTION PATE APP. Approved : _ ,�(�t,�$ �SSOG INTERIM CITY ENGINEER R.C. E. 25126 /804 6