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HomeMy WebLinkAbout3407-3SULTANA AVENUE 50' FOXFIRE LANE 25' 25' �m I EXIST 8" CL CB 14 I \ I III I WATER LINE CL Chl5 I N 1 ST STA 11+01.98 I 1 ST. STA 10+98.00 I o Z �,IV 65 68 I I III III 10+36.69 ,� I 11111111 END PIPE 52+49.39 EC LAT "D" 1 /// END PIPE UNE A EXIST 24" WATER I I/ 62+16.59 BC `L I IN II I III I CL MANHOLE 66 UNE EXIST. 8 SEWER LINE PER CITY DWG. NO. 3018 51+48.35 I f CL INTERSECTION - 67 I I I 111( III I CL INTERSECTION 27 27 LINE" 8`-- I I I LI III 10+00.00 LATERAL "E'_ / 10+00.00 LAT 'D" PROPOSED R/W I I I 51+45.63 LINE "A" / `. I 1 11 14, _ - - - _— - _ - _ - - -- - - - - I 1 11111 �� MATCHLINE SEE RIGHT N / 61'3 '52 "W II I =13+01.39 EC Q � N89'59'252W 8"W — — — — _ 9 RANCHO FONTANA 3 i i -s� VILLAGE PARKWAY = A _ m W PROPOSED EDGE OF PAVEMENT co PER CITY DWG NO. 3405LAJJ P0 N = of I �� t/'1 �' PROPOSED 8" WATER BY OTHER_ ^ � 1 � + EXIST PAVEMENT c + CL RANCHO FONTANA +z + C-4 m r- VILLAGE PARKWAY LATERAL "E" ^ CN W PROPOSED 8" SEWER 38+19.42= 8 PER CITY DWG NO. 3406 10+00.00 CL FOXFIRE LANE 40+74.42 RANCHO FONTANA VILLAGE PARKWAY= 23+19.44 CL SULTANA AVENUE * 1�Fo7E OON18ACf03 7'0 VF.MQ'1' LOCA7i0N AND ELEVA7'IODi PRIOR TO START OF CONS'lBIJCI'101w TOLL FREE `� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION IEC.o9,U %RAW 0 RANCHO FONTANA VILLACE PARKWAY --a" BELOW RIGHT swot scve 10 w (N HEr) 1 IFA _ 40 ft PROPOSED 8" WATER 64 BY OTHERS d SII N I 68WcN69 70 II it Cn � II I g to d Z IL\59*5d7 IDGE F PAVEMENT C'i CL I 11 +0 3^ 1I1^ W w W 18"W EXISTING24 W TER12+66.08 BC - - - - - - - - _T_: Z SULTANA AVENULr------ L — — m N " TN\ � -3 4— 9 . — — N00'04 4 E — _� =— - ----� ---- ---- J 1 16' 54 / ,' IX'1 M_ WATER,c, C EXISTING x"13`1=WER 26' 22' 1 m N 1 o I 1 23+19.44 CL SULTANA AVENUE= i III 1 111 iW I M I + 40+74.42 RANCHO FONTANA Iii 1 I I 11 t I I VILLAGE PARKWAY W W LATERAL "E" (cont) Z o, mom.M o V + I— DATE I ENGR.I CITY I DATE SHOULD CONSTRUCTION OF REQUIRED IMPROV NOT C0h#4ENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGi- BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361. YOUNG HOMES RAILROAD SPIKE IN NORTH FACE OF POWER POLE 10370 TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF RANCHO CUCAMONGA, CA 91730 SULTANA AVENUE AND BASELINE AVENUE. (909) 291-7600 ELEVATION: 1365.01 3 INSTALL 24" RCP (1600-D) 976 REMOVE EXISTING BRICK AND MORTAR PLUG JOIN EXISTING PIPE OS — CONSTRUCT MANHOLE PER A.P.WA STD PLAN 321-1, PER DETAIL ON SHEET 4 SAWCUT, REMOVE do REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 CURVE TABLE Z 0="5 U� = RADIUS DELTA LENGTH TANGENT A 45.00' 28'2734" 22.35' 11.41' B 22.50' 89'5549" 35.32' 22.47' C 22.50' 59'28'32" 23.36' 12.85' DATE I ENGR.I CITY I DATE SHOULD CONSTRUCTION OF REQUIRED IMPROV NOT C0h#4ENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGi- BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361. YOUNG HOMES RAILROAD SPIKE IN NORTH FACE OF POWER POLE 10370 TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF RANCHO CUCAMONGA, CA 91730 SULTANA AVENUE AND BASELINE AVENUE. (909) 291-7600 ELEVATION: 1365.01 3 INSTALL 24" RCP (1600-D) 976 REMOVE EXISTING BRICK AND MORTAR PLUG JOIN EXISTING PIPE OS — CONSTRUCT MANHOLE PER A.P.WA STD PLAN 321-1, PER DETAIL ON SHEET 4 SAWCUT, REMOVE do REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 M It LUI o Z 0="5 U� = g �`: o ao \ LL 4 Da + WLOTV*A* M It LUI 4 WLOTV*A* Q 3 N � We, PROPOSED 8" WATER M BY OTHERS N89'5925"W - - - 6 ORM -� PROPOSED 3DRAIN PER CITY DWG NO. 344804 1 ROPOSED 36" STORM DRAIN SEE SHEET 2 PROPOSED 8' SEWER PER CITY DWG NO. 3406 PROPOSED EDGE OF PAVEMENT PER CITY DWG NO. 3405 LATERAL "C" SCALE. 1"--20' Prepared By: O ALLARD ENGINEERING (10 Civil Engineering - Land Surveying - Land Flenning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) O °C W g t= OLLJ V W Ug bnj Z_ q ;C RECORD DOCUMENT These Record Documents have been preparedw�'' based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall IPA not be responsible for any errors or omissions iF©RNA, Zh may e incorporated herein as a resLilt� / tzzz _0(0 DATF Q�ofESS / CITY OF FONTAN� CALIFORNIA S. H'I ONS -1 Fti RANCHO FONTANA SPECIFIC PLAN DRAWN BY. w No. 43976 m AE TRACT NO. 6477 SCALE: 1'°-40' r_ Exp. 6/30/05 * DESIGNED BY: '' FORM pI OVEMENT PLAN DATE. �' FEBRUARY, 2004 s9TF C► V i L o���P C KEDP OVED BY DRAWING NO.: 3 OFCAL\E �ml4 Z •D I CITY ENGINEER R.C.E. 51152 3407 4 Filename: M:\DWG\15910\STORM\1591OSD03.dwg