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HomeMy WebLinkAbout4675-48 U H X19 -0 L= C 0 v .n v a� 0 z v Q) 0 iC Cl - C N N dui.• 0 N 0 0 0 M BASIS OF BEARINGS: U THE BASIS OF BEARINGS FOR THIS DRAWING IS: cr_ THE WEST LINE OF SECTION 20 T1N, R5W BEING N00'33'41"W PER R.S. 35/9. z 0 BENCH MARK: U o THE BENCH MARK FOR THIS PROJECT IS: SL -3. CHISELED 'Y' ON TOP OF CURB RETURN OF SIERRA AVENUE AND SUMMIT AVENUE. ELEVATION = 1663.115 °- o cd U O w . d- dL J 00 O r` o LU � M 100 ,46% O r - _y o � UR ACE U z'ELY 18+00 O 0 O 0 T 00 0) W � W W CO) Z W V 19+00 20+00 21+00 22+00 23+00 SEGOVIA LANE SEE SHEET 5 24+00 TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE . ALERT O3 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. PLAN N0. 1002 O5 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN N0. 1006 O6 CONSTRUCT STREET LIGHT PER CITY STD. PLAN N0. 404 O7 CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN N0. 4000 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE. 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 STANDARDS IN EFFECT. 2 REV. I REVISION DESCRIPTION DATE I ENGR. I CITY I DATE QR,OFESS /OV O L• & �k��N 4� �2 col Cl) NO. C 047255 m w Exp. 12/31/09 � `ST CIVIL ATF OF CAO .3 COURSE MAXIMUM* DELTA _ o Ig" 4t 10.17'03" 528.00' 94.77 47.51' O 10'17'03" 550.00' 98.72' 49.49' © 10'25'02" 572.00' 104.00' 52.14' O 10'25'02" 550.00' 100.00' 50.14' . lO 90'00'00" 35.00' MC.11(�O 35.00' ~b N L Q O C7 Z �t r- O p L[? r- RO I. T - - — .46 2 -W` -Y- m - ' cn o �- + �n Ln + o XIS NG O N O ori C:) V7 -- u- ROU D CL "' 00 U O ''' 0 2.0 0 CD O 00 O O + UU _ +xj o CO + `� .46 0 00 00 O M -.— 01 + / O 00 . O O O O / UCD O 4- O N 000 / d O O ` r N CD + a' °,-° 3, % RO FI ISHED C) Uj + Iry r� o w W - C C0 00 - Lr.�" 4- o MAIN M/� co w W o r w. o� LJJ `�'� c +LU .46� 0 0 + �- ul o !n C 0 v .n v a� 0 z v Q) 0 iC Cl - C N N dui.• 0 N 0 0 0 M BASIS OF BEARINGS: U THE BASIS OF BEARINGS FOR THIS DRAWING IS: cr_ THE WEST LINE OF SECTION 20 T1N, R5W BEING N00'33'41"W PER R.S. 35/9. z 0 BENCH MARK: U o THE BENCH MARK FOR THIS PROJECT IS: SL -3. CHISELED 'Y' ON TOP OF CURB RETURN OF SIERRA AVENUE AND SUMMIT AVENUE. ELEVATION = 1663.115 °- o cd U O w . d- dL J 00 O r` o LU � M 100 ,46% O r - _y o � UR ACE U z'ELY 18+00 O 0 O 0 T 00 0) W � W W CO) Z W V 19+00 20+00 21+00 22+00 23+00 SEGOVIA LANE SEE SHEET 5 24+00 TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE . ALERT O3 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. PLAN N0. 1002 O5 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN N0. 1006 O6 CONSTRUCT STREET LIGHT PER CITY STD. PLAN N0. 404 O7 CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN N0. 4000 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE. 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 STANDARDS IN EFFECT. 2 REV. I REVISION DESCRIPTION DATE I ENGR. I CITY I DATE QR,OFESS /OV O L• & �k��N 4� �2 col Cl) NO. C 047255 m w Exp. 12/31/09 � `ST CIVIL ATF OF CAO .3 COURSE MAXIMUM* TYPE. KEY 2"M600.CA 2bYrfil�: . a� .. .5' MINIMUM. t (see note: fif . JL lA 2 COURSE MAXIMUM NOTES: I. All colla 10 be tilled wim grout and rodded, E. OMM mar.lor from verficgi j.a arrla in firist pwt+3es aboire ffnishe.d .gree on. 326 C0101 _tat w0k h6hit, 3. Pour iooiing 6900st. 4pd slurbed .n0ural axil. 4. No II've� I,o.ad SUrchorpt oliowed on lilt, 5. Footing to. be .04"mructed ol. p,ortlandm a e"l. aoncre:la.. 6. Top of fooiing may. -be placQti parallel is pdr. Way grede if. arae! .gradb ie reloiirely flat and uniform:. CURVE DATA - _��>� Arf NO. DELTA _ o Ig" 4t 10.17'03" 528.00' 94.77 47.51' TYPE. KEY 2"M600.CA 2bYrfil�: . a� .. .5' MINIMUM. t (see note: fif . JL lA 2 COURSE MAXIMUM NOTES: I. All colla 10 be tilled wim grout and rodded, E. OMM mar.lor from verficgi j.a arrla in firist pwt+3es aboire ffnishe.d .gree on. 326 C0101 _tat w0k h6hit, 3. Pour iooiing 6900st. 4pd slurbed .n0ural axil. 4. No II've� I,o.ad SUrchorpt oliowed on lilt, 5. Footing to. be .04"mructed ol. p,ortlandm a e"l. aoncre:la.. 6. Top of fooiing may. -be placQti parallel is pdr. Way grede if. arae! .gradb ie reloiirely flat and uniform:. CURVE DATA - _��>� Arf NO. DELTA RADIUS LENGTH TANGENT OE 10.17'03" 528.00' 94.77 47.51' O 10'17'03" 550.00' 98.72' 49.49' © 10'25'02" 572.00' 104.00' 52.14' O 10'25'02" 550.00' 100.00' 50.14' . lO 90'00'00" 35.00' 54.98' 35.00' O SCO i . E N& 1 N E- E R I N G 2850 Inland Empire Boulevard, Suite $, Ontario, California 91764 tel 909.581.ax 909.581.0696 o www.fuscoe.com i07zo..,lz� ate,• 8/4 /08 L. ELLIS R.C.E. 47255 Date PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=8' GRAPHIC SCALE 40 o zo ao ao IN FEET ) 1 inch = 40 ft. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: RC MANGO AVENUE SCALE:ASSHOWN FROM SW NORTH OF TIERRA VISTA DRIVE DESIGNED BY: TO 13W NORTH OF RRA VISTA DRIVE DATE: Ts STA 18+00.00 'STA 23+35A6 JULY, 2008 CHECKED BY: APPRO Y: DWG. NO.: 4 SE 4675 CITY ENGINEER R.C.E. 5M2 DATE. 6