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HomeMy WebLinkAbout4406-14R/W f 8, R/W 80' 50' 67' g_p.0331 –00206 \ \ FOOTHILL BOULEVARD TYPICAL SECTION: STA. 89+04t –STA. 92+74t HORIZ. SCALE: 1 "=10' VERT. SCALE: 1"=2' 60' � 60' 52' 52' 44' S�o243 _ 0.0278 T 40'�� 40' on 0-1 13' – 7' 11' – 7' 0.0279 S-0331 FOOTHILL BOULEVARD TYPICAL SECTION: STA. 92+74t –STA. 95+18t HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 60' �_ 60' r% Au M it.l R/W R/W 60' 60' 8' 52' S2' 8' 24' 40' ion 7 7' 111��I11=t11L=lll�llli �. – 00232 �L\� ��� T x(12 � _0.0327 - �� � – 0_0216 Li FOOTHILL BOULEVARD TYPICAL SECTION STA. 105+50t –STA. 124+12t HORIZ. SCALE: 1"=1 0' VERT. SCALE: 1"=2" R/W R/W 60' 60' 8' –1 I– 8' 52' 52' 8' –1 imm 24' 39' If''I� 4' , 3' . m 'I\.I I– 8' S2' T 52' 8' –1 rlo- I � 24'50' � -4.5' 4� I 7' 7 9 7 . �' .. s=0 02-66 – 0'0244 I S-p,p255 _ I i ' \� 0.0229 ter` tr r S d •. FOOTHILL BOULEVARD TYPICAL SECTION: STA. 95+18f – STA. 98+19f HORIZ. SCALE: 1"=10' VERT. SCALE: 1 "=2' R/W L 60 _ so' I- 8' I R/W 52' —I— I. 6.5' 40' 46' I-4' 3' —� 52' S 02 5 0 01 So �AA�■ ■■■ ■ 01111%/\■ ■■ rm\ / 0 ■ %rmlk, 0 ■ A��A�■A� ■ STA. 98+19f – STA. 101+31± HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 60' _ _ 60' 52' T I 23'ON J 3' , 4' 52' .� S=x.0269 - 0.0237 S_0. — 0248\0.0154 FOOTHILL BOULEVARD TYPICAL SECTION: STA. 102+37t –STA. 105+50t HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT VA Foy Y CODE REQUIRES A DIG ALERT IDENTIFICATION RFy NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID No.69984 FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.9-30-08 UNDERGROUND SERVICE ALERT 9� c�v��.�� TOLL FREE 1-800-227-2600of cA��F TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. I CITY I DATE CHFIN11, MY OF FONIANA ioe �: ion—�s m 'full 8' R/W I I 35' 30' S=O 0238 S'o.ozsz -0 01750.0171 FOOTHILL BOULEVARD TYPICAL SECTION: 30' 35' STA. 124+12t –STA. 127+23t HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' R/W R/W _I 34' ion _I 22, fti 26' 13' 0.0229 \� =0.0390 – / — S=0.0293 – 0.0127 S-0.0390 – ,0 REDWOOD AVENUE TYPICAL SEC11ON: STA. 10+87f – STA. 12+40f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' R/W EXISTING SIDEWALK EXISTING AC PAVEMENT PROPOSED CURB PROPOSED AC PAVEMENT I PROPOSED NA11VE GROUND 30' _ _ 30' 22' 22' T 11' 11' �I .0254 _ 0.02 5=0.0254 0 S`= 0 34' 24' S=0.0092 REDWOOD AVENUE TYPICAL SECTION- HEMLOCK AVENUE TYPICAL SECTION STA. 7+78f – STA. 9+13f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' STA. 7+46f - STA. 9+13f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2" m lull OLD R/W 40' 47' – 4' 13' 10' � 1-06' 28' owing 289 69 �I S=0.0298 HEMLOCK AVENUE TYPICAL SECTION: R/W 35' _ STA. 10+87t –STA. 17+60f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951) 680-0440 ERING FAx (951) 80-0490 � Z�.�oa STREET IMPROVEMENTS FOOTHILL BOULEVARD CHERRY AVENUE TG HEMLOCK AVUNUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHINTWOYEARS OF THE DAIS OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIENGINEER MAY N REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 79 49 DRAMN BY: srr[. FOOTHILL BOULEVARD -7 ICAL o sSECTIONS SC/1LE: AS SHOWN g_p.0331 –00206 \ \ FOOTHILL BOULEVARD TYPICAL SECTION: STA. 89+04t –STA. 92+74t HORIZ. SCALE: 1 "=10' VERT. SCALE: 1"=2' 60' � 60' 52' 52' 44' S�o243 _ 0.0278 T 40'�� 40' on 0-1 13' – 7' 11' – 7' 0.0279 S-0331 FOOTHILL BOULEVARD TYPICAL SECTION: STA. 92+74t –STA. 95+18t HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 60' �_ 60' r% Au M it.l R/W R/W 60' 60' 8' 52' S2' 8' 24' 40' ion 7 7' 111��I11=t11L=lll�llli �. – 00232 �L\� ��� T x(12 � _0.0327 - �� � – 0_0216 Li FOOTHILL BOULEVARD TYPICAL SECTION STA. 105+50t –STA. 124+12t HORIZ. SCALE: 1"=1 0' VERT. SCALE: 1"=2" R/W R/W 60' 60' 8' –1 I– 8' 52' 52' 8' –1 imm 24' 39' If''I� 4' , 3' . m 'I\.I I– 8' S2' T 52' 8' –1 rlo- I � 24'50' � -4.5' 4� I 7' 7 9 7 . �' .. s=0 02-66 – 0'0244 I S-p,p255 _ I i ' \� 0.0229 ter` tr r S d •. FOOTHILL BOULEVARD TYPICAL SECTION: STA. 95+18f – STA. 98+19f HORIZ. SCALE: 1"=10' VERT. SCALE: 1 "=2' R/W L 60 _ so' I- 8' I R/W 52' —I— I. 6.5' 40' 46' I-4' 3' —� 52' S 02 5 0 01 So �AA�■ ■■■ ■ 01111%/\■ ■■ rm\ / 0 ■ %rmlk, 0 ■ A��A�■A� ■ STA. 98+19f – STA. 101+31± HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 60' _ _ 60' 52' T I 23'ON J 3' , 4' 52' .� S=x.0269 - 0.0237 S_0. — 0248\0.0154 FOOTHILL BOULEVARD TYPICAL SECTION: STA. 102+37t –STA. 105+50t HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT VA Foy Y CODE REQUIRES A DIG ALERT IDENTIFICATION RFy NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID No.69984 FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.9-30-08 UNDERGROUND SERVICE ALERT 9� c�v��.�� TOLL FREE 1-800-227-2600of cA��F TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. I CITY I DATE CHFIN11, MY OF FONIANA ioe �: ion—�s m 'full 8' R/W I I 35' 30' S=O 0238 S'o.ozsz -0 01750.0171 FOOTHILL BOULEVARD TYPICAL SECTION: 30' 35' STA. 124+12t –STA. 127+23t HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' R/W R/W _I 34' ion _I 22, fti 26' 13' 0.0229 \� =0.0390 – / — S=0.0293 – 0.0127 S-0.0390 – ,0 REDWOOD AVENUE TYPICAL SEC11ON: STA. 10+87f – STA. 12+40f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' R/W EXISTING SIDEWALK EXISTING AC PAVEMENT PROPOSED CURB PROPOSED AC PAVEMENT I PROPOSED NA11VE GROUND 30' _ _ 30' 22' 22' T 11' 11' �I .0254 _ 0.02 5=0.0254 0 S`= 0 34' 24' S=0.0092 REDWOOD AVENUE TYPICAL SECTION- HEMLOCK AVENUE TYPICAL SECTION STA. 7+78f – STA. 9+13f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' STA. 7+46f - STA. 9+13f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2" m lull OLD R/W 40' 47' – 4' 13' 10' � 1-06' 28' owing 289 69 �I S=0.0298 HEMLOCK AVENUE TYPICAL SECTION: R/W 35' _ STA. 10+87t –STA. 17+60f HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951) 680-0440 ERING FAx (951) 80-0490 � Z�.�oa STREET IMPROVEMENTS FOOTHILL BOULEVARD CHERRY AVENUE TG HEMLOCK AVUNUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHINTWOYEARS OF THE DAIS OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIENGINEER MAY N REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CITY OF FONTANAALIFORNIA STREET IMPROVEMENT PLANS DRAMN BY: srr[. FOOTHILL BOULEVARD -7 ICAL o sSECTIONS SC/1LE: AS SHOWN ompam BY: � oDAM apxII. 2008 TERRY M. RENNER R.C.E. No. 69984 XPIRES: 9-30-08 q{Eq� BY: �'P �r BY: DAIS . � DRAWING NO.: '�08 14 j,( "CITY ENGINEER ' R.C. No. 51152