Loading...
HomeMy WebLinkAbout3607-7a Q:: LO C1 C) C'4 cd T__ 0 2 .0 LT_ 0 4 4 7 . . . . . . . . .... 4 =4-= 4 'A 4 + 1 1 + -4 J 4 4 4 ! 4 _4 4 _4 4 A t _1 L-4 4 _4 t t 4 f 4 =j -T=- J t 4 4, 4 + 1, — _4 - --- -- ----- -- 4 YISTING:GROUN F __A M — t 4 4 1 �-4 --- i 4 _4 . ...... -4 ------ :L4 '4 + M HA _U _154 _L A 00 6 4 — 4 t + j 4 #7 4 PROP 0 22' — ----- 3ED'TOP OF CLI RBA + LEFT -OF -CENTERLI N�_ FUTURE -TC ------ 1 4 4 4 — * ____ j t t t 4 4 i 4 4 1 - ---—4 t 4 41 — I 4 R C) 4 —4 ------ EEL - --- 4 4 j LO C------ C14 4 — _\ � — =� 9 i r ­_ I ---- --- ___ I =j - — " —Ir i . I , , - I - * - --- t I - ----- + LO = + _4 t —4 4 ­ j --- 4 = — _T 4 4 4 4 -- — - -------- . ..... ... 4 41 4 4 j 4 4 4 --- 4=4 - __4 —4 -4 4 _: FINISH 4 1 i _4 ----- ----- t t 4 -- 4 L— —_ e — — 4 4 f + 1 1 L71N� VRFACE CENTE ?LINL 1.7 47!L— _; r— _­ - - -i _ , , I --- —­ — — H— j —, — L 4 L 4 ---4-L- — - 1 4 L- - 4 .... - '-- , - L' e 4 —1 4 t 4 '4 iAcc ri %.0 4 4 1 4 r — I . . . . .. 4 4 IL 4 4 4- —4 — — 4 I t :=�4 LO I-- 6 4 4 4 4-1 _-4 4 1 = + 4 4 4 4 t 4' t t 4 - -787' L4j 4 4 4 - ------ 1 4 t 4 ---------- '1 4 1 4 f — - - - - - f 4 4 LU + _4 t _'4 =--i 4 —4 ----4 I — — —1 e 44 - — — - - - 4 --- 4 -------- -77—q 7— -4 4 1 4 9 — ; 9 9 __ r ]�� = i ­ ___ — — =q _1X15TNG -GRO 4' 0 -301 4 —4 U i t -RIGHT + t — — — — - — 4 1, 9 . 4 ___ —, � t — 9 ' _rr I _ — 4 4 ------ t 4 1 4 — — — — — - -- — - 4 =4 + 4' 4 ­ - — 1 ____4 __ . _ 4 4 ­ - 4 I ___1 + 4 —4 4 4 — — — — - - — — — - - 4 ==4 —1 1 jAArL —4 __4 + 4 4 14.554' -----4 —4 -4 4 4 — — 4 — : 4 t __7T_ f 4 1 t - 4 4 4� -4 =44 t 1 4 t 4 _— 1 - — - — — - — 4 — — + 4 4 i 4 1 =4' 4 —4 4 —4 4 4 t j 4 =L-4 + — +_4 + 44 -4 -4 4 4 4 f 4 — — — — - — 4 ----I = I ---L—+ __ --- — j r , — i — . . — __ — I — 9 —i --- __ — — 7r� f t I 4 4 —_4 4 41 . . . . . . 4 t t 4 4 4 4 t PROfILE 7 -4, 4 —4 44 =t 4 1 4 i T — HURIZ I'm 40' A A C T I -Ty -T - I -a I VERT: f-- 4' 29+00 30+00 31+00 32+00 -Ap"Mm— GRAI'HIC SCALE 40 0 1 L 20 40 80 1 1 i PL 160 - _ - - - - — - - - - — - - 7!L] AN flFT) imn 4OFT r CONSTRUCTION NOTES "0 CONSTRUCT 4.5 AC PAVEMENT (MIN) OVER 12 OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) C4 LO CL 2 CONSTRUCT 8* PCC CURB & CUTTER PER CITY STD. DWG. NO. 1003 4 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN Q0 V r) A. 9 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1- MIN.) LO EX17NG EDGE EXISTING OF AVEMENT @ GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 2 ry ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 CN '7/ w Uj 501 4 11%_1 I ('� �4 �4 ii NO(rO!'57 I S 1 T _V� INDICATES PROPOSED A.C. PAVEMENT LLJ LAJ , :-=-T f= INDICATES REMOVE EXISTING A.C. PAVEMENT INDOTES OVERLAY EXISTING A.C.PAVEMENT 0 0 IS77NG EDG C) CL PA LU CL FU E-STDIRM DRAIN C� Ln CL C -D Y OT ERS Cj NJ 00 + cn + cn 0)6 �) 04 C14 -D LU ju I P LE IFF? A V E N E BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE BG 3" EAST AS SHOWN ON TRACT 16568, RECORDED IN MAP BOOK 300 , PAGES 59-62 , RECORDS OF SAN BERNARDINO COUNTY. D REV. REVISION DESCRIPTION DATE ENCR. CITY DATE SHOULD CONSTRUC11ON OF REQUIRED IMPROWMEWS NOT COMMENCE WITHIN PREPARED FOR: ORIGINAL BENCHMARK CITY OF FONTANA B-361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER BASELINE ffNUE AND SULTANA AVENUE. Prepared By: ALLARD ENGINEERING Ciyfl Engineering - Land Surveying - Land Planning Ess /0 CITY OF FONTANA CALIFORNIA 119 OPMTE STREET IMD'DOVEM-ENT PLAN I WO WORK ING DIAL TWO MRS OF THE DATE OF APPROVAL SHOWN HREON MID MED FORTH IN A DILIGENT MANNERP THE CITY ENGI IEER MAY REVISIONS TO THE PLANS TO YOUNG HOMES 10370 TRADEMARK STREE7 OF SINCE DESTROYED ELEVATION: 13 SITE BENCHMARK 3EC. 31, TAN., R.5W., S.BM.-2- I.P. (909) 8253 Sierra Avsnue Fontana, California 92335 356-1815 Fax (909) 356-1�95 F57 DRAWN BY. No. 43976 AE LO M (Y-' X - Exp. 6/3 DESIGNED BY. RC SCAL: TRACT NO. 16572 1* --40' PER AVENUE 18501t WLY OF WELINE AVENUE DATE: TO 65 :-��IYWALNUT AVENUE FEBRUARY, 2005 1." '51 W BEFORE REQUIRE CONFORMANCE WITH CA 91730 SW CORNER, �API C.S.M. AT THE INTERSECTION OF CJUE David S. Hammer Z- I S -rP R.E.E. 43976 Llate P CHECKED P, BY. popu -_D nATF* DRAWING NO.: X7 YOU DIG 80 0-227-2600 BRING THEM INTO (909) 291-7600 WITH BRASS AND CITRUS AVENUE. BASELINE AVE�j (expires 6/30/2005) 0 F, k CAL MI 191 r5 1152 3607 CONDIT! ONS AND STANDARDS IN EFffC1 CITY ENGINEER R_. C_, TOLL REE 1-N ELLVA70 Filenarne: M:\dwg\15916\final design \STREETS\O FFSITE I 6572—ST07.dwg U______________