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"J -""' Of 01 it•I,IX ?tt A - c41 -in -- - .44- 0 1...• V) ,,,s• ..-• 1°8 co LO • p.-, --°,..c. 1- + 13 .it• An ,....4 • + v. g I to cc. , ,-, s2 2... NMCP 8 • i ? 21 ----------------------- qt• • ...61 + ra,... cc,. 8 al ,_ . .. , i..-, S (e.' +f1.3 cv G. t"=",' ,- •--- ___------`--------- co(NI 1' WI) 'CNI SO 0 ipm. EXISTING 111) X CURB 0 • 1640 RT tiss3 ..-co 0 - a -,-- `--`" . --1 , . . 04 , , -__--_- . Nom r= 401 AT 34 RIGHT OF CENTERtl E ..'.... II_ _I. w' T -•...... _ _______-------- ,_ _ i -- - - --------- . 1 , . VEn r= 41 I 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107.00 1M•00 109+00 EXISTING TELEPHONE/FIBER OPTIC tc.5 co EXISTING 10'x9' STORM DRAIN PER DWG. 3842 _ ,, \..11 Wi.., (32,PV -... '-',315f2... '....•V‘-<- C_ c_ i I-- et - 0 0 CC -..1 41 0 0 0 CONSTRUCTION NOTES .3 . -8 -0 22 '8 0 CC 0 l'ei Lu CA..I 1 I.L.1 7 k• '''''' 1 014" g E CITRUS AVENUE (.5 0 riD 0 0 () C.) X 2 LS 2 (5 FLORENTINE AVENUE TKAL i i'4U §8<::! ',:j. 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT c..) I-- c_ Lu CD --, Lu Lo C.) CO ...1 La., Z a Ca . . ii co (.) (JD ICz-1 NI t-)6._ • C.) i •• . L) s a; s s :r , 0 .. II .0. I-- ,„,-.--,•-•co ,,,..) ,t• : ‘) .2,..., ',.21-- 8 ./„,._,,':;.; 4 i'.-2 -s i'--.), - ,- '-t- 0-- - ,...1 i , , 1 . 4. . 1 . / \ 0 co • ' In-04 '11" 1 3"4:„ I '1,1i, Z. S d r."-• •• - ..- .., , ,i: ,t- \fri 5 <0 v:....- co _. - - - - CD 0 GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY co P-i . II 1,.. NI- ' CNI 0; C'st CC! ""....CNI"? C\I CC? l'F), . 11 c%4 01 Z :44:-1" '` - -,-,-;7 ' - 51 .„ , ... . (MIN. 0.1' THICKNESS) ii ,•-•.+? + ap + tc.7) •--- ., +cNi r ,.,. : 36" STORM --"T' EI'" 0WATE 'R ' ''+ 14 ; ,--,ii.,_ BY OTHERS c, + . CO CN1 0 0 2 G SO Y.CO cc;'I '8 _ A;I: 0 c42 tn .0- v- EXISTING SEWER . ... z ' '.; .4-1 h' ..-- r..... It \ ° `,.€' , c,co cc co n o co 3 ......-- -- - PER DWG. 3786 .y. e.---,.-7.).- DRAIN PER CITY DWG. St.:1'2' 1-'2: !I I ;‘) - . . 18 0 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. PLAN NO. 1000 : \k \. • .. ..,.____ „.:. - I I , ,, . .- • :t -- --.... . ..., - * -- - - 8" 0 CONSTRUCT 8" PCC CURB PER CITY STD. PIAN NO. 1000 \ 0 ._ 1,.__ , ' \\., DRAIN PER CITY DWG. 5113 ri 0 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' EXISTING R/W Air '----„ N 81.58,,,. t . „ _ .. - EXISTING SEWER --\ ,. 1111 *A*EXISTIN G_RAVI. 0 CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" MIN. OF 95% .Ker41111412/. 1111011101111110111212MIRDIENESE/InliffirtiM'-'9991INIIMEIBEMBliirlittirt00116,E411111111111111111111111111i011110011111mintwimmuemitimmuivirdlimi- wate.421 ANL. COMPACTED NATIVE SUBGRADE, NOTE 32 „.„- , _T, .,,,O, _ -...dow_ 'Lire" 4/1", lagfilligliiiirialliniiiiiiWIITIIIIIIWNiillrarlip=1111111=1111=6111111116iAME-- - .111101111011111111AMENNMEN1110101WISINEKENIUMNEW..2111441.011 ,.......010 .--,,,ier,--;*,,,,,,,.. . - , \ fee,,7 „,,,,,,,- - m • . , 0 CONSTRUCT CURB RAMP PER SPPWC STD. PLAN 111-3 (CASE D, TYPE 1) ##7.' A 41,r,dr,F,#Z1,j°f°V/ir$ 14"rre ir#171701"P)Wadraj 1 1 . . .‘ ,t,i-i .. ,,,.. ................,,„,„„„ "S, A.,..........,.. -------- . 1.09 11 1.1 0 INSTALL 16,000 LUMEN HPSV LUMINAIRE PER CITY STD. PLAN 404 '''x .. (-:- '‘ .‘"IkNI di_ A_ Ao.'"?'" . id• A Ai 4..../.60;.---.1.14,4„,-1-77,21,ip- rzy77,-,7,7-zzityrirffigr, ,.-4-,..-,..„..--„.4--...--........... ..., ,„_. . ... . ......, ......„ .... . ....,_ ,-,,,,...........N............................... /WA, . IMF/ ArdirAgar Ar.Mis," ,'AC.1P4I AMR/ Allrdtinir AP% AIIIIPAI IVAIKIVICffillAr ,Arl.,4e. ArkArd;r1r#0,741119,7Z044.77,71. 77 Ai 7 Afire drAor ' ,A, .2prdirAW.A.,..-_7.-.- iNii... -111-NTEEN•Ac,Ns.,' %'410 "..vg,miNX•iVilivvi. 1,01h;,,mgnioNoWvoi '•.16--,400, 00.•:11.0Y10.,.11" 1"'04,"0",.. "10,1,114 74-k, & CONTRACTOR TO MATCH EXISTING STREET LIGHT DECOR STYLE .4IL r ..„, 1 , • - _ ____ _____-,,,,, 0 0 Exisnw GAs ,,.,...,,„,...-- ,,\N a t..1,,,..x.x N,4%,\..-1,1,,,,. .-c..„\N Ix .• m„\..-N,„\-.R k t z,iii..,t..1,.1,,... •; ,\,',‘.-A.--vo,„..\-4,4 i-kx.„.c...\-0 L\x\-*-v-,w....14,-kk,.....1 kl,,.1 0 IN,N,4,. '‘1/4.4.---at to 0 i klo.,\NA-f--., ---,cv m xxki i, x;.i...--, '1/4- -*.-1!--m....-s.xs.,tc-' 'Ai Li-e:-,-%,-‘c's .-4 4 i t..v A t 1§A- 0 0 0 , -,.. 0 .,,,... .... , Re , _ -- , ............ ......... . . .4..c4) ()Tr) q) , .... ,._.4 ----- -,.„ G - .- - - , 1 W , 1 p...,, ............_,......- ......-- , , - EXISTING ,, -, , - - , . WATER -- . -- , -- - .- ,.... .., ,. .. ........ , . , . . ... ..-, ' • - ' ' _ -- .. ....... . -----z- ..„....:...7.**,:.:;;....g..,........;,..-:2; ... _,..._...... , .., ----,-/ . ..... ., ..... . - ' WAITA3)471,111 Of J .. ' * ,.. 1... Li:cc- - - --- - ., .,- . . I t ' 5F1E k- . o 1.16 (1 T No fq.l. -, tid "t ),I./ c II , .., • 1 • , - -8• .. . (....)co: \ Ni "C Z ., 1 - 6 - - . Li..1 ca Ct 14.1 co = 0 0 5' •cl- Z ;17 I-- -co 1.- Zo-- 1- ..-. ._ N. in 1' M d co c! oo cs QD L41-1 CO CZ + cS MIN. I R AS DIRECTED - C•si .-- ± wi ,- r., eh c•1 0 NI- PROPOSED BY CITY ci W) .4- C.D "int CO d- CO eh 0 co A.C. PAVEMENT ENGINEER 0 co CL •-- 0 co 1.ft. •ft. ca co ca ca . •... •............._ r A _t_____\„, CURVE & LINE TABLE LEGEND: 0 RADIUS DELTA LENGTH TANGENT BEARING INDICATES PROPOSED AC. PAVEMENT 0 SAWCUT AND REMOVE EXISTING L EXISTING GRIND EXIST. A.C. PAVEMENT 40 0 20 GRAPHSCALE 40 80 160 AC PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS) S UMM IT AVENUE B 100.00' 8'31'49" 14.89' 7.46' - i // INDICATES SAWCUT AND REMOVE AND OVERLAY C 2.00 18000'00" 6.28' - - \\\\ INDICATES A.C. GRIND AND OVERLAY (MIN. 0.1' THICKNESS) D 332.77' 10'25'46" 60.57' 30.37' - 'TYPICAL PAVEMENT JOIN DETAIL (NFU) E 362.50' 9'31'38" 60.28' 30.21' - NTS 1 INCH a 40 FT. c.i tlt ...19tn REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED - -- ,0 O OIOAZ: 1:el IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE ALLARD ENGINEERING 9 ---- 4/ (V OF THE SOUTHEAST QUARTER OF SECTION 10, T1N., R5W., S.B.M. AS STREET IMPROVEN1ENT PLANS c.I. TWO YEARS OF THE DATE OF APPROVAL STRATHAN1 HOMES, INC .... VSHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E Civil Engineering - Land Surveying - Land Planning ,,4" 1,43v.0 v.42\ DRAWN BY: SCALE: iwywwwwwwwwwv, SHOWN HEREON AND CARRIED FORTH IN A TRACT 189'15 ..,-- iv-r . , 2201 DUPONT DRIVE, SUITE 300 18866 Seville Avenue 0), cc p\- .0 DIUGENT MANNER, THE MY ENGINEER MAY BENCHMARK Fontana, California 92335 ic,21- No. 79086 z DBW AS NOTED m 0 DIAL TWO WORK I NG IRVINE, CA 92612 SUMMIT AVENUE rri DESIGNED BY: DATE: 8 BEFORE IL YOU DIG ) DAYS BEFORE REQUIRE REVISIONS TO THE PIANS TO TEL (949) 833-1554 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. (909) 356-1815 Fax (909) 358-1795 cc , c..1 Iii7 YOU D I G BRING THEM INTO CONFORMANCE WITH TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ' A . I a/13 11 Exp. 3/31/18 , .3/ DBW ST' 100+60 • 108+50 October, 2016 is. 4 r G s>, , ..c' ,A,„,......... ..ifi. C!\n 61.‘4‘ CHECKED BY: APPriiii ; : nr DATE: (Ct% "3/ '•G, ca TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVE. FROM SIERRA AVE. He old H. Allard, R.C.E. 79086 Date , 4-- 01--- PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -- OF CAL‘ -- - RRA .in ....,-., .0.., _ .........it 5544 F41 (expires 3/31/2018) --I ELEVATION=1428BIK CITY ENGINEER R.C.E. 51152 a. Filename: I:\Strathom Homes-129\3.5 AC\DWG's\FINAL DESIGN\street\SUMMIT-PHASE 2\TR 18915-2 ST 02.dwg