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HomeMy WebLinkAbout4097-2 5' MIN. PLAN OMNI i CONSTRUCTION NOTES QUANTITIES ,,,CUT ASD REMOVE PROP EXIST EX. PAVEMENT R/W 11, R/W 110' R/W GRIND 0.10' MIN. I 0 SAY/CUT AND REMOVE EXISTING ASPHALT PAVEMENT, SIDEWALK AND LANDSCAPE t 20,875 SF EXISTING PAVEMENT AND1 JTREET DEDICATIO1 1 Q CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA 943 LF OVERLAY 0.10' MIN. rl-- i 55' L 55' STD. DETAIL NO. 1003 f_..( _ IPROP r SN I _ 52' E62' t • 3 CONSTRUCT 4' SIDEWALK PER CRY OF FONTANA STD. DETAIL 1015 r:- '.*.?: 8,177 SF : MEANDERING __ X2Xo1 O CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. PLAN 1006 1 NEW PAVEMENT .4� -{�� EXISTING PAVEMENT I ,lZZlllZZTlIZZl1I LIc1�IIC/1zUJZT�JZI/l7 EXIST. O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA 3,685 SF STD. PLAN NO. 1005A 16 AC OVERLAY DETAIL EXIST. MEDIAN 1EXIST. c & G C & G 10 CONSTRUCT 6 1/2' MIN. ASPHALT PAVEMENT TO MATCH EX. PAVEMENT SECTION N.T.S. - SIERRA AVENUE 13,063 SF N.T.S. iq 11 FEATHER FOR SMOOTH JOIN T1= 9 - 10.5 1 LS PROP T 12 REMOVE & SALVAGE EXIST. I NttS 1 LS R/W R/W R/W 13 RELOCATE EXIST. FIRE HYDRANT 1 EA 16' I 74' J LEGEND I STREET DEDICATION I 14 RELOCATE EXISTING SIGN 1 EA — IE44I 12' 4' I 5' 32' 8' 4' 15 CONSTRUCT 8' CURB ONLY PER CITY OF FONTANA 702 LF — — BOUNDARY 0.5' 6' ' CROWN UNE SW I STD. DETAIL NO. 1003 — — EXISTING RIGHT OF WAY I SEE TABLE 2X 2% 16 GRIND MIN. 0.10' EX. AC PAVEMENT & CONSTRUCT AC OVERLAY PER DETAIL HEREON ;������' 14,228 LF I PROPOSED RIGHT OF WAY -""°' 6 _ : VARIES -- 1I�IlIJI07II17 /7- -- -175.1: CENTER UNE __ _ ..w,, _-- ._ O17 REMOVE EXIST. CURB & GUTTER, ACCESS RAMP 1 EA EXISTING EDGE OF PAVEMENT PROP. PROP. 16 REMOVE EXIST. FIRE HYDRANT 1 EA AB AGGREGATE BASE m EXIST. T EXIST PAVEMENT 6' SW © 8" C & C 6" C & G F.H. FIRE HYDRANT 19 ADJUST EXIST. WATER VALVE TO GRADE 2 EA AC ASPHALT CONCRETE F.L. FLOWLINE SANTA ANA AVENUE CF CURB FACE H.P. HIGH POINT N.T.S. 21 RELOCATED EXISTING STREET LIGHT AND PULL BOX 2 EA FG FINISHED GRADE INV. INVERT T1= 9 - 10.5 FL FLOW UNE 24 REMOVE EXISTING CURB & GUTTER 357 LF FS FINISHED SURFACE IRR. IRRIGATION HP HIGH POINT LP. LOW POINT MAX MAXIMUM M.H. MANHOLE PROP EXIST 25 CONSTRUCT BUS BAY PER CITY OF FONTANA STD. DETAIL NO. 1014 1 EA MIN MINIMUM PCC PORTLAND CEMENT CONCRETE R/W R/W R/W PA PLANTER AREA PL PROPERTY UNE 16' 74' 26 PROTECT UTILITY IN PLACE 1 LS R/W RIGHT OF WAY TC TOP OF CURB POC POINT OF CONNECTION BANTU DEDICATION E CROWN LINE 44' 27 REPLACE CURB & GUTTER 580 LF T P TOP OF PAVEMENT P.P. POWER POLE I 30 28 INSTALL S1Kttl LIGHT PER SEPARATE Sint! LIGHT PLAN j4097LT 10 EA •) TYPICAL PROP PROPOSED 0.5' 17 14' 1 5' 8' MEDIAN CURB 8 1 1 4 I GB GRADE BREAK PVC POLYVINYL CHLORIDE 6' _ �`/5'"j 2% SW CB CATCH BASIN RW RECLAIMED WATER „ �VARIES� -- -•?X RCP REINFORCED CONCRETE PIPE "'LL LP LIP � < =_ � . - _ I .- _ - 7ZIIIOJIOIIQ i BLDG BUILDING S SANITARY SEWER . C.O. CLEANOUT SD STORM DRAIN PROP. © PROP. m' EXIST PAVEMENT \EXIT CONC. CONCRETE ST. STREET 6' SW 8" C & G a " S & G E.P. EDGE OF PAVEMENT STA- STATION F.F. FINISHED FLOOR STD. STANDARD SANTA ANA AVENUE STA 21+25.00 S.P.P.W.C. STANDARD PLANS FOR SW SIDEWALK N.T.S. PUBLIC WORKS TEL TELEPHONE T1= 9 - 10.5 CONSTRUCTION \Cp VITRIOUS CLAY PIPE W WATER W.M, WATER METER W.V. WATER VALVE STA. X-SLOPE STA. X-SLOPE 13+ 25 2.5% 16+50 2.0% 13+50 2.6% 17+00 1.8% 14+00 2.1% 17+50 2.0% 14+50 2.1% 18+00 1.9% , 154 00 2.0% ' 18+50 16% 15450 1.9% 19+00 1.8% o a_ 16+00 2.1 % EL co (D (0 O 0 N (O N N Q) 3 vi OUltqCQVI . .o o_ 0 N O I a; BASIS OF REARMS- DEVELOPER Zo►1 r 0 THE HOME DEPOT AHE BEARINGS SHOWN HEREON ARE 84SED ON THE BEARING OF PE CENTERLINE 3800 W. C4APMAN AVENUE I a8i OF 00JUMPER AVENUE BEING N 00'0 OF W PER SRO OF SURVEYNA NO.NPHONE: CA 928684) 9 RECORD DRAWING ,_ 04-200 PLED IN BOOK 122 PACE 50 OF MAPS, RECORDS OF SAN BERNAROINO PHONE.• (714) 940 3549 cn COUNTY. FAX: (714) 940 3682 O D BENCHMARK I PENCO ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA I LO SHOULD CONSTRUCTION OF THE REQUIRED ro ci D - M. CHSELEDCITY OF FOBOXN NBEASTERLY TOP OF CURB OFIMPROVEMENTS NOT COMMENCE WITHIN rorEsstIA, �� � Plonning fneeringSTREET IMPROVEMENT PLANS a TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND TWO YEARS OF THE DATE OF APPROVAL r Surve fnntiNww wwwwvN menA www A COURT, 500 FEET SOUTH OF SLOVER AVENUE ,1^ ELEVATION = fo»400' SHOWN HEREON AND CARRIED FORTH INConstructiongManagementDRAWN BY: SCALE: Noted o TAI.S aC,n01 l//fR.A. DIAL TWO NORKING �— A DILIGENT MANNER, THE CITY ENGINEER P v One T o BEFORE 1 I►, DAYS BEFORE C/TY OF FONTANA B.M. NO. 296 MAY REQUIRE REVISIONS TO THE PLANS * rN s�s� * °C'/10� �"'� s"A""'9 - 5 'y""°' c°"r°",�° 92afe DESIGNED BY: DAIS N �� / A BOAT NAIL SET IN SIDEWALK AT THE NW �r �� Telephone (949) 75 111 Fox (949) 753-0775 08-17-06 CO YOU DIG / YOU DIG �_�> ..... CORNER OF THE INTERSECTION OF SIERRA TO BRING THEM INTO CONFORMANCE WITH 7>� CM • - E.B. TOL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE) RECORD DRAWING 2.4/08 /',� OF CAUL •/Wg„.��40,_�„�. , CHECKED BY: .PPR• r DRAWING NO.: 0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ( / "'( 1�5 } STANDARDS IN EFFECT. �� Date : �2 s,7-eG ^ iy DATE:Z fO ELEVATION - 1137.71 1967 REV. REVISION DESCRIPTION DATE ENGR. arY DATE ESTHER BAR', A - R.C.E. 50152 �' 1C.P. • , 7 4097 5 ;-) Er 1