Loading...
HomeMy WebLinkAbout4768-2M I------ w 7 I I I I I 7 1 1 - .. I --I --------------- ------ 7Q� -`-=7 ------------ - r C-] G T- ------------- ------------ -0 -Exts ST[N G TOP --CU -------- ----------- ------------- ---- ----------- 44 --4 =-jz -XIS- -TOP-0-F-S11 I- TING. --------- - - -- ---- N-6- -Y-MEDIIAN-CURS -CN — ---------- ---------- ------------ --- - - - ------- --- --- I + -------------- - ------ 4- - - -------------------------------- -------------- ------------ f 45Z PROFILE SCALE 45 46 47 VERTICAL: 1"=4' HORIZONTAL: 1"=40' 30 4 8) PROTECT -EX. IRRIGATION INES AND REPAIR ANY IRRIGATION LINES THAT,ARE DAMAGED. 6.5 LL - PARCEL 19 RIW "'REMOVE EXISTING Z 15 PLANS. UJ u EXISTING 28`�DRAINAGE APN.— 0256— 021— 36 EASEMENT FOR BIOSINALE u- 0 �E 1062.05 FS �F— (3) CA:q E,4 25 1061.95, FS c --! , --- -- 11 --7062.25 u Ut —CF E Lf) ------- - E E 30 On CF -E 7P-, - --- E E --- --- 62.21 FS' IE E E E E, LLJ RIW L\ OHP -OHP OHP 0 H P —,-OHP---- QH OHP --OHP OHP OHP 7W( .-S S Lr . E3 s S- S- 51 49 -6 50 S co - O—S 48 4 Is,e S --S- -s -46 47 ---4- ----------44 45 41 43 4 40 C:S Lo c114 36+82.02 TAMARIND AVENUE= + NORTH SANTA ANA AVENUE 49+35.54 SAN'TA ANA—AYENUE CL ERSECTION' w Ln w R/W w w w w 2'; 61 N -T 28 w 1--C I— w w w w w— w w EXISTING DRAINAGE EASEMENT SOU TH FOR BIO–SWALE R/W 46 46 1 - ---------- - ------ -------- DRIVEWA – ---------- GRADE 36' 36' 2 —7$– -7 CROSSWALK 40 0 40 80 120 2 n f-1 r% '7 vu MIN. CONSTRUCTION NOTES U) .-C :7 L-vr 11-B-1 0 R/W rT GRAPHIC SCALE: 1=40' CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957o COMPACTED NATIVE SUBGRADE Ld Li L --J u Ill CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 (SHEET 2 OF 2) 7- LL - 0 M < a_ t . o -7 I -T I I e- r- f- % 1rr) f- I J r- /% A 1 1 -rI /-I h I A h I M m In n -rr- /- 7- CV I C 71 h I n I 1711 1 Tit CC I A 1 0 1 A /'% C' I A 1W I I C- I A It') 9) V I h I r- I A I TI -1 I Q A p 9- A 0 \.O vj i `-zzzzzzzz U N I U I IN AL LJ C) C- r- A I rX r- I V1 C. U M L/ I I V I V 111 V L-1 F- V\ %./ I L. %-1 1 L- A I %-) I I I v u L I I IL -I I IL -,-.I If v I L-/-1 %-,L- Fri IIL-L- ry k-Iff %I If IF %-1 It v I I I I �.w I if %L-1 I ry CURVE DATA P.M. NO. 16264 - SIERRA BUSINESS PARK SANTA ANA AVENUE M 285' WEST OF TAMARIND AVENUE 0 205' Wiji�Qi�AM#RIIIND AVENUE GROUND SAWCUT AND REMOVE EXISTING AC PAVING DESIGNED BY: M. H. M. DATE: 05-18-2012 cq 0 N D APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE 33366 6-30-14 7 114LI7, CHECKED B M.H.M. L "A VED B Y: P7� - SAINCUT AND REMOVE EXISTING PCC CURB & GUTTER 2 4 CITY ENGINEER R.C.E. 51152 DATE: R L T A 63*53'47" 25. 00' 27.88' 15.59' 77 4t SAINCUT AND REMOVE EXISTING PCC SIDEWALK 6305347 25. 00' 27.88' 15.59' 0 RELOCATE EXISTING FIRE HYDRANT BY OTHERS rj S `—EXISTING PAVEMENT SECTION EXISTING EXISTING PAVEMENT SECTION CHANNEL' SANTA ANA AVENUE - TYPICAL SECTION cq STA. 46+50.62 TO STA. 47+30.62 HORIZ: 1 "= 1 Of VER T.: 1 lip = 1 1 T.I.=9.0 BASIS OF BEARING I BENCHMARK ELEV. 1077.40 LOCATION: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE CHISELED BOX IN EASTERLY TOP OF CURB COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN I BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON TAMARIND AVE., 60 SOUTH OF TAMARIND CT., FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS 500' SOUTH OF SLOVER AVENUE. STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE OF SAID COUNTY SURVEYOR. NO. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OFTHE 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. J��aEss/ H. QD NO. 33366 EXPIRATION 6-30-2014 CIVI\- c 0 CITY OF FONTANA, CALIFORNIA N 371,-DKEE7 ONP11-DDOWENEWT PLAHS u -1a u -Q 0 a: a- Hunt-Zonars, Inc. untano 3990 CONCOURS, SUITE 450 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 DRAWNBY: H -Z STAFF P.M. NO. 16264 - SIERRA BUSINESS PARK SANTA ANA AVENUE M 285' WEST OF TAMARIND AVENUE 0 205' Wiji�Qi�AM#RIIIND AVENUE SUALL: AS SHOWN DESIGNED BY: M. H. M. DATE: 05-18-2012 cq 0 N D APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE 33366 6-30-14 7 114LI7, CHECKED B M.H.M. L "A VED B Y: P7� D WG. N 0. 4768 2 4 CITY ENGINEER R.C.E. 51152 DATE: