The URL can be used to link to this page

Home My WebLink About4920-3S !!ilii �iilil�i � ■Illi!/li !!!Illi a� ll llilll��ll llll� ---- =—1—i iii ilii iiiiiii Ilii!/ll li/l/llliiil�lil ll�i ll iii-i---� l/lilt l /lllllill iii ilii !!ilii o Lo LENGTH j a� ll iii l llll� ---- =—1—i iii ilii l!!l ilii l w = . - Illi Ilii ilii REV. li ll i.�i� l l =i llME /ice l dill ill �- (,n PROPOSED ROADWAY SURFACE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ill= lllllllll lllliilll ll llll lilllllll lliliiili ll i/ll ill q� DpDAT ■ - Illi! lilt! iiiii iiiii = ii i iiiiii ill ll=. q�i i ' — ■ l/lllllllllll/llll ll lull lilq�alil�i iiiiii l/l iiiii • � lull lull -- ■ • ll =l-- l� __ =iiliilllliililllll ll1�Tl l ° llil�, wo�n1l�_li /l .�llll llll BERNARDINO, CALIF. 92408 i/ ll=iii_ y Z wAT i iilili _ - � ■ ■ ■ • �i �'—li lll�� ` iii • 111 � • llll �llllllll �_ !ill 1 • 111 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS I I • • 1 • - l 111 q- l=ill it M. = iiiiiiii ii i 1 iiiiiiiiiii llllllll ll 111 llllllll ll iii 111 it/l ilii ilii 111 iii 111 -I l -i - - BOULEVARD. EXTEND TOP FDRAINAGE ET • llll= iiiiii . - it - �_� - •• - ll ill lil lll�iil 111 — ELEV. = 1079.02 - 111/l iii/i BEFORE DAYS BEFORE YOU DIG YOU DIG l .• Co 1 LEr`7END0EECH �•%� ^""� �+ �l Z 1 �� AVEN TOLL FREE 1-800-227-2600 U !!!Illi! 111 ��lllIlli!!!! lilll lilll�.=—l.��l/l■�• iiiii i iii .. illi liliiiili - ll == �- = 111 iiiiii= CA&-" A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT • • !ill •r lll— ====liiiiiiii Iii l/l llilllll 111 lillllll SURESH DODDIAH R.C.E. 36361 DATE it == ll 1 ■ ■ i = ii iiiii . • .: ilii ilii / l l Illi Illi i� ll lil llll Ili/lilt �ll= =iliiiii! it it ii ll - /l ii •. -- Illi lilt Illi =�= iM • iiiliiiililiiililii ill!/llllliliill iiiiiiiiiiiiiiii 111 =llll— it dill llllllllilll i�lll iiiii ilii -----M li .■ llill=Ill lull/l/l 111 iiiiiilii - • • • / ll � • 1 l i l ilii iill -_i_i_i_i_i_i_ l �l�lll/ ii it l/ll— lllllllli/llllllll 111 ll/llllll lilllilll�lll llllllilllllillll/lill— • ®li iiiii � i 1 i •— l it iiiiiiiiiiiiiiiiii iii ________________ ��_��— l llll =llli� llll_ llllllil/ lllllllill llll illlilill illlllillT • • ---------------- it ----------- ilii ill Viii l/ll lilies llil� l/ll !iiiiii- l /Ill Ill= iiiiiiii iii! lllllll/ illlllli ills lull l l ______ • 1 iiiiiiii iii l ill �r■1•ii l� 1=illy ll _l lilllll l/ll illllll/ l/l�—l�-Ill !!!!Illi it llilll lull=ll llli��i ii Iii i� C lllllll llllllll Ili lillllll it=�� iiiiiiii ii ililll/l lllillll iiiiiiii li ill ll/lull lllililll llll� ll/ice !!!!Illi lull/li lilllllll l/lllllll i Iii llrl ll� _ !!!Illi/l ______ � ill •• ill! iiiiiiii iililiiii l/ll iligq- =ii i� ®a■►�—r� lull/lull liill�lT l—� lilllll - llllllll it/lull lull lull l/!!!illi! illl��=•u[s:�a =ii iii it !iiiiiii i � Iii ■ 1 l llllllll l�i Ili ililiiii ll/lull liliiii ililii •• illlill -MMM !!iiiiii 111 _tl_l_l_l__ ill. ii -iliiil=iiia ll !!!!Ilii l _ Ili li illlllll ll= --i--lil—Il lul llll/l llllll ililll l/Illi • lllllllli�.11l�=illll ilii llll ii � =ll-�il � Illi! iilri l lull/ illiil 111 illr��lll= =Ill= ll �ll/l� it it ill llllllll lllllill iillll illi!! '• Illi l%ll li l Illi liligq� li/l ll ll Ili ll lilt 111 ll Mil=i i iiiiii iii iii ii !!!Illi lilllQi■l l lil� lullil/l / llllllll iiiiiiii llllllll lillll iiiiii ■ llll ■ iiiiii 1 . • !iiiii! ll=lilt i! i/il Ilii iii !Illi !Illi iiiii 111 l l /l/ l llllilll l=l/iii�l l /ll l lillllll !!illi!! ililll llllll !Illi!! 1 Illi 1��—Ill iii lqq� llll� !!Illi 111 l/l ll/l= lllllll lililill ilggqqq-■=l � ll llll !!!Illi! lull =gl_ll�illll lll_lllli lill_l !!!!Illi l/llllll ilii iii Illi! l=Ill li q� •�—ll � lllllllll illlllll �llllllll 111/llllllll llll �lllill/ ll_llllll =Ill Ill—�illil_ll_l.l_llll 111 l 111 ll � ll�� l llllll ill � Ill! ll lTllllll ll l + llll/llll lillilill ____� l/!!Illi! l/lllllll llllilll llll=�=== lilll�l= l l/lull ll ��l - lllllll! ll l/il /lll� lull 111/li=� liiliill l��l li/illlil lllllllll 111llllll lull/Ill i/illlll �llllli/l 111-- ill! llillllll lll��lll /Illi il�lll� 1=i---� lily lll� 111/llil !Ilii!!! l�i=�l/ llllllll llll 111 l !Illi!/l llll=Ill lliliilli/llilllll llllillli lullllll lil llllll lT—llllll/lll•■�•i�■q� Will! Mllll � ===-- lil llil illlllll q. Ill/ 1�• lllTlill ��ll llllllll! ��lil lil==illi lllilllll --------- -------- o Lo LENGTH j a� --------- ------- 89'37'42" - 1 30.80' ---- -- - - ---- il AND ASSOCIA TES QR4FESSIpN REV. REVISION DESCRIPTION DATE _ T - �- (,n PROPOSED ROADWAY SURFACE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCH MARK: MM lll iiiii l li q� DpDAT ■ - ===i iiiii iiiii = ii i iiiiii it iiiiii it iiiiii ■ • = illi iiiiii iiiiii iiiii - -- ■ • ilii iiiiiii iiiiii ■ ° =_ ■ r P.K. NAIL IN POWER POLE 31652115E. AT THE NORTHEAST CORNER OF illi BERNARDINO, CALIF. 92408 i/ ll=iii_ y Z wAT i _ - � ■ ■ ■ • ' ` iii • 111 � • llll �� I �_ !ill 1 • 111 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS I I PHONE (909) 884-7090 • 1 • - l 111 q- l=ill , ii �_ hill O BOULEVARD. EXTEND TOP FDRAINAGE ET O CD it ggqqqqq. it=ii STRUCTURE OMEETPROPOSED iii — ELEV. = 1079.02 ,n� CIVIL �� BEFORE DAYS BEFORE YOU DIG YOU DIG L----- --- — Co 1 LEr`7END0EECH �•%� ^""� �+ �l Z 1 �� AVEN TOLL FREE 1-800-227-2600 U H • - �- = iiiiii= CA&-" A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � iiiii iiiiiiii SURESH DODDIAH R.C.E. 36361 DATE 1 ■ ■ i = qqq� iiiii 1 li • 1 1,' / l l i i l/Ill - - • ill!/llllliliill iiiiiiiiiiiiiiii i�lll iiiii � - • • • / � • 1 i l ilii iill -_i_i_i_i_i_i_ • ii it ®li iiiii i 1 i ________________ ---------------- ----------- --- 1VTVV.VVV L OCCL,I-I AVCIVUt= /, � 0? -I-0+00.00 VALLEY BLVD. ++ �, O cU Ln I c' I` – 1 -- o cu 00 H �- N ^ O + -' —� O o Lo LENGTH j a� EXIST. 3' x 3' METAL FRAME AND GRATE 31.00' 89'37'42" 48.49' 1 30.80' NTS So DeENGINEERING AND ASSOCIA TES QR4FESSIpN REV. REVISION DESCRIPTION DATE _ T - �- (,n PROPOSED ROADWAY SURFACE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCH MARK: q� DpDAT F -- EXIST. 3' x 3' REINFORCED COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CITY BM#525 EXIST. ROADWAY SURFACE CONCRETE DRAIN STRUCTURE SHOWN HERE ON AND CARRIED FORTH IN A DILIGENT MANNER, P.K. NAIL IN POWER POLE 31652115E. AT THE NORTHEAST CORNER OF 242 E. AIRPORT DRIVE, SUITE 212 — SAN BERNARDINO, CALIF. 92408 y Z wAT i x( x , � �� I I I I THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS I I PHONE (909) 884-7090 I NO. 36361 EXP. 6-30-14 A , -� — O BOULEVARD. EXTEND TOP FDRAINAGE ET O CD DIAL Two WORKING STRUCTURE OMEETPROPOSED — ELEV. = 1079.02 ,n� CIVIL �� BEFORE DAYS BEFORE YOU DIG YOU DIG L----- --- — Co 1 LEr`7END0EECH �•%� ^""� �+ �l Z 1 �� AVEN TOLL FREE 1-800-227-2600 U E DRILLED AND EPDXIED REBAR TIE INS f 77 777771 INSTALL A.C. PAVEMENT PER SOILS REPORT GRAPHIC SCALE 1 "-20 ' GRIND / OVERLAY MIN. 0.10' AC PVM'T. AND FEATHER CURVE DATA O RADIUS DELTA LENGTH j TANGENT 1 31.00' 89'37'42" 48.49' 1 30.80' +71 PROP. (2) 12" DIAM. RCP EXIST. 3'W x 1.5'H RCB SIDE BY SIDE 2 0 0 20 40 60 1CONCRETE NEW (MODIFIED) GRATE DETAIL NTS So DeENGINEERING AND ASSOCIA TES QR4FESSIpN REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCH MARK: q� DpDAT F D COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CITY BM#525 LAND PLANNING AND CIVIL ENGINEERING �� J��gN �� 9y SHOWN HERE ON AND CARRIED FORTH IN A DILIGENT MANNER, P.K. NAIL IN POWER POLE 31652115E. AT THE NORTHEAST CORNER OF 242 E. AIRPORT DRIVE, SUITE 212 — SAN BERNARDINO, CALIF. 92408 y Z wAT THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS BEECH AVENUE AND VALLEY PHONE (909) 884-7090 FAX (909) 884-0124 NO. 36361 EXP. 6-30-14 A TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BOULEVARD. DIAL Two WORKING STANDARDS IN EFFECT. ELEV. = 1079.02 ,n� CIVIL �� BEFORE DAYS BEFORE YOU DIG YOU DIG �•%� ^""� �+ �l Z 1 �� gTfi OF TOLL FREE 1-800-227-2600 Q CA&-" A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SURESH DODDIAH R.C.E. 36361 DATE 1070 PROFILE SCALES HORIZ. 1"=20' - VERT. 1"=2' 11 3'-6" CATCH BASIN 5' 5' 6' 5' � F M M V V LLq Lo LLq Lo fo n UD La Lo jr� I r� LOCAL DEPRESSION DETAIL SCALE: 1"=10' WEST WEST EAST PROP. EXIST. EXIST. R/W 22' R/W 30' C/L R/W DEDICATION 52' 30' 12' 40' 6' 6' I 14'+1- C) 4'+1- 0 5. I I. SLOPE VARIES —� GRIND G I 1.01%-1.35% I OVERLAY U i 3 I¢ REMOVE EXISTING A.C. PAVEMENT , EXISTING AC PAVEMENT TYPICAL SECTION BEECH AVENUE STA .10+00.00 — STA .12+04.42 T I=10.0 NTS CITY OF FONTANA, CALIFORNIA STFEET IMPROVEMENT PLANS - BEECH AVENUE DRAWNKYSC R. SOUTHERN CALIFORNIA AUTO MART AS SHOWN DESIGNED BY: 15290 VALLEY BOULEVARD DATE: E8 A NO. 10-004 7/18/2012 CHECKED BY: OVE �j DRAWING NO.: 3 SD ` ' ��' 4920 x CITY ENGINEER R.C.E. 51152 DATE: / 4