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I' ` IVY" « A` • a 1 1 1 '. t . «1 •.1 •• 1• 1 1 '.1 " a 1 • 1' 1'. 1. / 71 ] « «1 + 1 1 1 al+ al 11« 7 1 7.1 71 7 7.7 a t 1 011 1 « 7 r 77' / A•1I I 1 7 1 11► ` I 1 t a 7 r 7a' 1'.1 1 .1' 1 t 1• 11 / ' «1 1 • 1 «1 • 1 'o aA 11. r •'Ia71 '•A r7.«'•:7r 1 I A 1 7 1 •w 1' 1 7' 11 '.1 1 hA A '1 t'• I •`1 1 1 • ' 1 «A (Ar., I a 2X$T.V1.1 11 . F' 7'4990 1 r +`1 1 !+ 1 1 I•. ••7 a A A`► ] `1 t '.171 7 1 7 7 al► 1 7•• / • � 7 •1 '.71 1 •` 27 1 7•. ]1 1 1 1 1] 1 1 a1. A 1 1 717 .0-11201-4:1211- I 1 1 1 ► r 7 1 Im . 1 1 r .•l i I 1 •. 1 ! : 7 I •. a 1 1/ 1' 111'•1 /1 •7 •, 1 11 A a r 1 7r I 212 1 7 7 +• 1 1: 1: 1' i'• 111 11 '1 1 ► 1 1.7 1 1 7. 1.11 7' 11 1 1•� 1 1 7' « 1 7 7'w 1 « t « 7•. 1 7• .` 1 71 r 1 11 1 al 1 IA • 7 t 77' 1 7 // 1' 1 /1 + I'. 1 A`] 1 1 7► w 1 11 ► 1 al ' 1 � 1 «1 • 1 11 1' 1 1+ al• ` 1 7 a 7 t 77' ' I 7 1 71 1A 1 7 t 77' 1 77 ► / al ► 1 `1 A 1 1 7 A .• 71 '.7• h7 7 1 1 a old 1 : A`� A ]► 1 1 ` 71 &11 ►1 . / / ••A` 1 ] t ] ] r] 7 « A 7 ► ] 11 A a h]]► A ]' I ` 1' 17:'.► 1 17'1•` 71 1 1 1 "/'7• t 1 « 7 t 77• • «7• ♦ 1 /1 1 1 1 1 ' I 1 1 1'. •• ♦ 71 7r ` 1 r 17 1 7 r' IA 1« A 1• A 7 7 '1 ►" 1 1 ` « 7 F 77• '. � 7 '/•• 1 7'11 �.THE FINAL LOCATIONt WIDTH W DRIVEWAY APPROACH'1 ► SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AN1 SHALL CONFORM 1 THE CITY OF FONTANASTANDARD DETAILS. 26. ALL EXPOSED CONCRETE SLWACES 94ALL CONFORM IN GR40F, COLOR AND FINISH TO MATCH BMW COOMM 27. THE SEWER CONTRACTOR SHALL STAMP AN m5r IN THE FACE1 THE CURB AT THE LOCATIONOF THE SEWER LATERAL 26 NO CONCRET SHALL BE PLACED UNTIL THE FORMS AND RONFORCING STEEL HAVE BEEN RACED, 04SPECTED AND APPROVED. 29. ALL U1VER(=UND UTILITIES• it TESTED AND APPROVED PRIOR TO PAVING OF STREETS I APPROVED SOIL STERILANT IS 1 ,71 UIVER ALL NEW ASPHALT PAVEMENT 1' TO PLACEMENT. 31. PAVEMENT SECTIONS SHOWN ARE ANNNUM AND • TO REVISION AND APPROVAL OF THE CITY ENGINEER AS OETERMNED BY SOILS TESTSli E' COMPLETION OF ROM t' 1 32 ACTUAL THICKNESS 1 7 7NT ANDIOR BASECOURSE 7 •, FOR STRUCTURAL STREE7 SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL R7'1' D SL8&TTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES. CLEANOUT FRAMES, COWS AND VALVE BOXES SHALL 19E RAISED TO FINISM GUM BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. SIGNING.34. UPON COMRE170N OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL IA AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTIONOF THE CITY TRAFFIC i t 77' 35. CWR4CTOR 94ALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRIN00LERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTIONOF THE CITY ENGINEER. 36 AS -BUILT DRAWINGS 94ALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER 1 11'.1 / SHALL PROVIDE 11'.1 DRAWINGS TO THE CITY ENGINEER. CM OF ►a.1 • . • (MM ►.QU. UM Lff CITY OF FONTANA SEW 7 al ' 1 1 1STREET' ANAHEIM,FWANA. CA 92335 .1 1• :/ 1I `1 CALF. GAS COMPANY UNDERGROUND SERVICE ALERT 1901 W. LUGONIA AVENUE.1/ REDLANDS, 1 CRAWFORD CANYON MUTL14L WATER CO. . (800) 427-2200 ATTN: BASIL J. FABROO '1' :l `1 71 1 COMPANY 300 N KPPER RIALTO, CA 92376 Voum 7 7' 1' 00-5W ERGR 1 1400 E PHILIPS BLVD. 1 875-5100 - TRANSMISSION ONTARIO, • 3 A (1 100) 111 I .357-M 1. DISTRIBUTION 1-J •' - � 6 .•1 8440 NUEVO AVENUE ADELPHIA CA92235 15AUTO CENTER DRIVE FONTANA 00 S. - 201 ONTAN80, CA 91761 FAXX (909) 823-5046 (900) 481-1115 `�` r A r•. 1 a�► 7 7 t A al► ••1 7 a • '.7 r 1 •. 1 1 1 1 FS IVDIC ATES FINISHED SURFACE GB INDICATES GRADE BREAK PI NVIC ATES POINT OF INTERSECTION R/W INDICATES RIGHT OF WAY VC IVDK,ATES VERTICAL CURVE BVC INDICATES BEM VERTICAL CURVE EVC NVDif,ATES END VERTK,AL CURVE LOC INDICATES LENGTH ON CURB BCR INDICATES BEGIN CURB RETURN ECR IVDK,ATES ENO CURB RETURN �.'► . 14: K" f . .t• .!ll Ox aII...MLk. 141 11W,] 1 1' r•• 1 /1 • 1 a1 1 ' r',7A MI •.► h t7 ]' hh7' 71 N . 1 r'.7A 1 17 ] 1 17 ► 1 ► IA•r •/ �.�-1 A�. •1 67' 1 1�: r •.1 A1`1 CITY OF FONTANA TRACT N0. 16992 OFFSITE STREET IMPROVEMENT PLANS SANUM9 SRET L If I - I II 11 31 SCALE 1'100' SOUTH NORTH EX. FUT. PA R/W n TYPICAL SECTION MILLER AVENUE STA 4#25.74 TO STA. INOM NOT TO SCALE Tw BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE BEING NORTH 00'21'45' EAST AS SHOWN ON TRACT 16477, RECORDED IN MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. Na f'1■'�:l!■■ir1■■�ii� FUTURE MEANDERING SIDEWALK Q PA VUm AMP N.T.S. U WN � � 1 35 t l � �EST CONSTRUCTIONCONSTRUCTIONNONOTES WE QE NN '' W } 1 f CONSTRUCT 6.5' AC PAVEMENT (MI4) OVER 12' OF 95X COMPACTED NATIVE SOIL 83,365 SF/3,358 TONS I (SEE NERAL NOTE 31 & 32)TONS 'kin 1 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. N0. 1003 1 A af• � 1 FS IVDIC ATES FINISHED SURFACE GB INDICATES GRADE BREAK PI NVIC ATES POINT OF INTERSECTION R/W INDICATES RIGHT OF WAY VC IVDK,ATES VERTICAL CURVE BVC INDICATES BEM VERTICAL CURVE EVC NVDif,ATES END VERTK,AL CURVE LOC INDICATES LENGTH ON CURB BCR INDICATES BEGIN CURB RETURN ECR IVDK,ATES ENO CURB RETURN �.'► . 14: K" f . .t• .!ll Ox aII...MLk. 141 11W,] 1 1' r•• 1 /1 • 1 a1 1 ' r',7A MI •.► h t7 ]' hh7' 71 N . 1 r'.7A 1 17 ] 1 17 ► 1 ► IA•r •/ �.�-1 A�. •1 67' 1 1�: r •.1 A1`1 CITY OF FONTANA TRACT N0. 16992 OFFSITE STREET IMPROVEMENT PLANS SANUM9 SRET L If I - I II 11 31 SCALE 1'100' SOUTH NORTH EX. FUT. PA R/W n TYPICAL SECTION MILLER AVENUE STA 4#25.74 TO STA. INOM NOT TO SCALE Tw BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE BEING NORTH 00'21'45' EAST AS SHOWN ON TRACT 16477, RECORDED IN MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. Na f'1■'�:l!■■ir1■■�ii� FUTURE MEANDERING SIDEWALK Q PA VUm AMP N.T.S. U WN � � 1 35 t l � �EST CONSTRUCTIONCONSTRUCTIONNONOTES WE QE NN '' W } 1 f CONSTRUCT 6.5' AC PAVEMENT (MI4) OVER 12' OF 95X COMPACTED NATIVE SOIL 83,365 SF/3,358 TONS I (SEE NERAL NOTE 31 & 32)TONS CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. N0. 1003 LF 4 F O 3o- CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH a TYPE AS SHOWN ON PLAN 1,957 LF S 10 ©(4-�-- CONSTRUCT CURB ACCESS RAMP PER CITY STD. ON N0. 1006 5 * EA 5 Ct1FlS1RUCT PCC CROSS GUTTER AND SPANDREL PER CITY SIDS. DWG. NO. 104, W=5' 434 SF 6 PROTECT IN PLACE 7� SAWCUT 6: REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT' LIVE (1' MIN) 53,070 SF 8 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN HEREON 861 SF - - - 9 ADJUST MANHOLE FRAME dt COVER TO GRADE PER CITY STD. 109 5 EA �� 010 INSTALL 16,000 LUMEN HPSV (150 WATT, 115) LUMINAIRE PER CITY STD. DWG. NO. 1016 7 3 EA I 11 INSTALL 2' LIGATION SLEEVE 120 LF 12 CONSTRUCT LOCAL DEPRESSION PER A.P.WA STD. DWG. NO. 313-1, AS SHOWN ON SHT. 4 1 EA (CASE AS SHOWN ON PLAN) 13 CONSTRUCT CATCH BASIN PER A.P.WA STD. DWG. NO. 300-2, AS SHOWN ON SHT. 4 1 EA (WIDTH AS SHOWN ON PLAN) 14 ADJUST WATER VALVE COVER TO GRADE PER CITY STD. ON N0. 130 2 EA 15 REMOVE EX. POWER POLE/LIGHT' POLE (BY OTHERS) 3 EA 16 RELOCATE EXISTING TELEPHONE PED (BY OTHERS) 1 EA 17 RELOCATE EXISTING CABLE BOX (BY OTHERS) 3 EA 018 SAWCUT & REMOVE EXISTING CURB 8' GUTTER 63 LF RIS NORTH I 5J, 12' 44' 32' 44' - a • • 1 7 7� j�. MILLER AVENUE STI V#OM TO STA. WOO NOT TO SCALE 1w A 0 REV. REVISION DESCRIPTION DATE ENGR. CITY RATE 69*34 RK 0� CITY OF FONTANA CALIFORNIA SiiOI�.D t)01�lS7RUC110N OF REQIM Prepared �� Q�oF Ess i HOT COWNCE ,M M PREPARED FOR. ALLARD ENGINEERING �� Hq RANCHO FONTANA SPEORC PLAN TWO YEARS OF T f DATE OF AMOVAL VW ABLER T [Lc CITY of FONTANA BENCHMARK N0. 360 civil Engineering - Land Surveyling - Land Planning �P�\o A�F��y� A NAIL IN POLE N0. 1563704E AT THE _ Z DRAWN BY: T RAC T NO 16"2 SCALE. 9*" �� ASD �M �RTH � A 10370 TRADEMARK STREET 825,3 Sierra Avenue � m . DIAL DR1GW MAID, RE Cif BVGN�1� MAY SOUTHWEST CORNER OF LIME AVENUE Fontana, Calibmia 92335 W No. 43976 m AS NOTED TWO WORK I NG RANCHO CUCAMONGA AND BASELINE AVENUE. fr Exp. 6/30/09 DESIGNED BY. OFFSITE STR OVB*W PLAN DATE. BEFORE DAYS BEFORE REQM REywNS TO Tw PLANS TO CA 91730 (� 909) 356-1815 Fax (909) 1795 * * RC �nl� SHEET JULY, 2005 YOU DIG YOU DIG I j \-��LICA T HN KM WM TEL (909 291-7600 s�q� C f v i l. P CHECKED BY: Ate DRAWING NO.: t TOLL FREE 1-800-227-2600 �T CU® IIEW • S.EC. OF &LER /HIE B S 0! AND STANDARDS IN OfEa FAX (909) 291-7630 David S. Hammer, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SWTAtNA ADD S.L. 8 ON S SIE OF 1/lER AVE ELEVAT101�t 1-376.0, (expires 6/30/2009) �� F CF CA L � F O ml � � ^ � ' CITY (NEER R.C.E. 51152 379 4 Fiknom: M:\dwg\15928\FML 0ESGN\STREEr\0FFSfTE\LSTR0I.DWG