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Home My WebLink About5390-4EMMM 9MR, ■■■■■■■■1 EsmyArmo iWel in am EP TGT. NO. 12 STA. -9+88.17 C CHERRY AVENUE IN 355 W. EP ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ CURVE LINE TABLE Q# DELTA/8EARING 0 1 = ' ' C, ■■■ ■E■ v- -- 41.07' -- NOON■■■ SOO'51'07-W -- 239.50' -- 4 SOOMWO90W ■E■ 0 ■■■ • • 1111■1111■ S00.08'O9'W -- 38.50' -- ■ •• ■ ■E■. ON MMMMOM . ■■ SOO'OS'09-W NOON■ O■ M .. ■E■ i■iiia■It■■■■■■■■■ ■E � = ■■■■ENE■E■E■E■■E■ ■ENN■N , ■■■■■■■■■■ ■■ ■■■■■■E ■EE■■EE■:■ENNO/EON•' NOON■■■ ■■■■■■■��■■■■■■■■■ ■■ NOON■■■ ON ■11■11N■1111N■■■■E■ENEN ■■■■■■■■■■■ on ■■■■■■■■■■■■■■■■■■■■■■■ ■■E■■EE■■EE■■E■■E■■■■E ■EES ■ENE,■ ■■ ffillIll .■E■E■E■E■ . . • ■■E■■E■■E ■E■■ENE■ NONE II■■■■■■11■ E■ENE■E■ : ■ ■ • 1111■■. mom • ■E■ on MEMO NONE ■ ■ ■■■■■■■■■ NOON ■■1111■■■■ :. MEN MEN - • ■E■■E■■N E■ • ' ■E■E■■E■E■ ■E■E■E■EN 1111■■■■■■■ ■E■E■E■E• ■■■ ENE ENE■E■E■■■ ■■ ■ ■■E■■■■EE■■■E■E■E■■E■■ ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■ RiMEMEMEMER ONE . ■ ■■■ ONE MEN ■■ENE■■■ ■E■E■■E■ ■ MEN ■OEN/E■EEEEEE■E■ ■■■E■E■E■■ . MEN■■ ■.. E ■E■■■■■E■■■1111■■\.■■,,_■ ■ NOON■■ NOON■■ MEN ■■■■■■■■■■■■■■■■ 's■■►01■■■■■ MMMMMMMMEEMM ■■■■ENE■ ■ N■■■■■■■■■■■ ARE E■■■■S■■■■ �N� NOON■ ■E■E■■■■E■E■E■E■E■ cw■■■ ■ No 0,. • • 01 • • ■ENE■ ■■■■■■■■■■■■■vr� ■NONE ■ : • ■E■E■■EN ■ENE■■E■ ■ O■■E■■■E■E■■E■■■ = = E■■■■E■E = • "NN■■ : E■E■■E■E ', ■E■■E■■E■ E■■■EE �!� NEO■E■■■••■E■■■ENO ■E : '• • ■■■■ENE■ • ■E■■E■E■ . = - • ■■■■■ ■E■ : ' :■E■■E■■■ ■NEE■■E■ ■■■■■■■■. ■1111■■■1111 ■■■E■E■■ �i�EEE■O■■ • ■E■■■■■■ • E■NE■NNE ■1111■■EEE■■■■■t ■N■■■■■■■■EES ■EE■ NONE ■■EE■■■■ E■■■ ■P'■ ■EE11■11EEE■ : •■NEN■EEO -■■■■■■■■ ■■EEOEEE ONE E■ iN■■N■ ■■■■■■■■■■ ■E■■■■■■N■■■■■E■■■■■■■r■■■■� �. �■■■■■■■■■■■■■■ _ME■ t■MEM■MEMEMEMEN - ■■■■■Z!�/�■�■ NOON NOON■ ■MMEMEMMEMEMEMEMEMEME� ■■E■E■E■■■E■E■■■■ CURVE LINE TABLE Q# DELTA/8EARING 0 1 = ' ' C, ■■■ ■E■ v- -- 41.07' -- NOON■■■ SOO'51'07-W -- 239.50' -- 4 SOOMWO90W ■E■ 0 ■■■ • • 1111■1111■ S00.08'O9'W -- 38.50' -- 7 N MMMMOM . NONE SOO'OS'09-W ■ENNE■ O■ M ■E■ ■E � = ■■■■ENE■E■E■E■■E■ ■ENN■N , ■■ ■■■■■■E ■EE■■EE■:■ENNO/EON•' NOON■■■ ■■ NOON■■■ ON ■11■11N■1111N■■■■E■ENEN on ■EES ■ENE,■ ■■ ffillIll .■E■E■E■E■ ■■ NONE II■■■■■■11■ E■ENE■E■ : ■ ■ 1111■■. mom • ■E■ on MEMO NONE ■ ■ ■■■■■■■■■ NOON ■■1111■■■■ ■/ONE■ E■ ■E■E■E■EN 1111■■■■■■■ ■■■ ENE ;■■N ■■ ■■■ENE RiMEMEMEMER ONE E■E■E■E■■ ■ EDGE 0 VEMEN c iul) -�9 �_ _ I T i ME EM 10 ■■■■■■■■■ ' " NOON■■■ ■ , • .. ■■■■■■■■■ ,. ■■E■■■E 11i■NE/ ■■■1111■N■■■■ . �■■■ - . , - RM ■NNE■E■NEN■MISNOMER?, IN • - . , N■N �NNNNENENNNO■ONENN■NEN■NNNNN■ MEN PAVEM T 4XIST'INC P-AVEMEN7 7NNE o� O Go Q M .. NOON■■■ CURVE LINE TABLE Q# DELTA/8EARING 0 1 = ' ' C, ■■■ ■E■ v- -- 41.07' -- NOON■■■ SOO'51'07-W -- 239.50' -- 4 SOOMWO90W ■E■ 0 S01"I7'47-E • • 1111■1111■ S00.08'O9'W -- 38.50' -- 7 S00'51'07 -W -- 240.02' -- :. SOO'OS'09-W ■ENNE■ � M ■E■ ■ENN■N , ■■ ■■■■■■E NOON■■■ ■■ NOON■■■ on ■EES ■■ ffillIll ■■ NONE : ■ ■ 1111■■. • ■E■ on NONE ■ ■ on NOON 1111■■■■■■■ ENE �ttilliJill IIII I Ili 11 lillX54'—IGH' 5+00 6+00 _ _ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 � PROPOSED EDGE \ N STA. 10+00.00 1355 I W! EP CL 1345 TD PROFILE SCALE HORZ: 10 = 40' VFRT_ 1 • =.e / CHERRY AVENUE= OF PAVEMENT STA 10+00.00 TGT. NO. 7 STA. 43+13.99 OF PANVEMENT WALNUT STREET 1' MIN 1 NOTHING FOUND C - CHERRY AVENUE 1 1 1 BRASSDtSK CALTRANS SEC CORN F- ELEV.=1400.68 z a a EL PROPOSED SAWCUT M � ^ o ao / \ c° v' M _ + EXISTING FLOWLINE ± ± t. LIMITS OF GRADING PROPOSED FLOWLINE AC DETAIL: Vim; 2 -- -- -- --�— \ -- --fit -- — -- 1-- 1 in � 2 in -d- -- 3— -- 2— 1 v~ig _ 4 -- -- \---` — T ---__ --- --- ----- -----T-- — — — — — — — — — — — ------------- ----- ---- -- O LO ►� b ,c 5'po , o iv 5 _ LO 5+00 — — 6+_ 00 — F —7tOO — Sp_'W— 80o X11+00 — _ 13 00 M 14 00 15 00 — — �- - --F — — — W c - W ---------- —vilill -�.�— —4 --- -------------- ---- ----- 6 —--- W W 1 5 6 2 7 4 � PROPOSED --- --- Z W - _ FLOWLINE 2 8 (n PBMH TEL BOXa UED MH — — — — — — — — — — — — — — — — R rip) '- LIMITS OF GRADING U W d I— a a CL to to �W t O Q � � Y O Do oD ♦ CJD 90 Ob M w=110 tnM<in N V~iN NN CHERRY I y I 1 1 1 AVNEUE 1 I 4 4 4 4 , 5 STREET IMPROVEMENT CONSTRUCTION NOTES: I 000NSTRUCT 4- OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED I NATIVE SOIL O CONSTRUCT NEW FLOWLINE PER CROSS-SECTIONS ON SHEET 2, GRADE TO DRAIN. n-3 CONSTRUCT 47 ASPHALT CONCRETE LANDING WITH TRUNCATED DOMES TO MEET WALNUT STREET ADA REQUIREMENTS FOR ACCESS RAMP, PER DETAIL ON SHEET 2. O CONSTRUCT 8- ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD. DETAIL NO. 1007. @CONSTRUCT 0 ASPHALT CONCRETE OVERLAY. O RELOCATE DELINEATORS AS SHOWN. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION a NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV FtEWSaN DESCWTM TIN= JOB # 101-72 TKE ENGINEERING, INC. R1Ca = - = _ 2305 CHICAGO AVENUE liet� __ -= - RIVERSIDE, CA 92507 Nm89984 - (951) 680-0440 E1p.9-30-16 = ERING FAX (951) 680-0490 cIvI%-41-51((j Y M. RENNER R.C.E. No. 69984 DATE act. aTy DATE EXPIRES: 9-30-16 CURVE LINE TABLE Q# DELTA/8EARING 0 1 S01.17047 -E C, 2 v- -- 41.07' -- 3 SOO'51'07-W -- 239.50' -- 4 SOOMWO90W -- 111.22' -- 0 S01"I7'47-E 10� 6 S00.08'O9'W -- 38.50' -- 7 S00'51'07 -W -- 240.02' -- cV SOO'OS'09-W � � M �ttilliJill IIII I Ili 11 lillX54'—IGH' 5+00 6+00 _ _ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 � PROPOSED EDGE \ N STA. 10+00.00 1355 I W! EP CL 1345 TD PROFILE SCALE HORZ: 10 = 40' VFRT_ 1 • =.e / CHERRY AVENUE= OF PAVEMENT STA 10+00.00 TGT. NO. 7 STA. 43+13.99 OF PANVEMENT WALNUT STREET 1' MIN 1 NOTHING FOUND C - CHERRY AVENUE 1 1 1 BRASSDtSK CALTRANS SEC CORN F- ELEV.=1400.68 z a a EL PROPOSED SAWCUT M � ^ o ao / \ c° v' M _ + EXISTING FLOWLINE ± ± t. LIMITS OF GRADING PROPOSED FLOWLINE AC DETAIL: Vim; 2 -- -- -- --�— \ -- --fit -- — -- 1-- 1 in � 2 in -d- -- 3— -- 2— 1 v~ig _ 4 -- -- \---` — T ---__ --- --- ----- -----T-- — — — — — — — — — — — ------------- ----- ---- -- O LO ►� b ,c 5'po , o iv 5 _ LO 5+00 — — 6+_ 00 — F —7tOO — Sp_'W— 80o X11+00 — _ 13 00 M 14 00 15 00 — — �- - --F — — — W c - W ---------- —vilill -�.�— —4 --- -------------- ---- ----- 6 —--- W W 1 5 6 2 7 4 � PROPOSED --- --- Z W - _ FLOWLINE 2 8 (n PBMH TEL BOXa UED MH — — — — — — — — — — — — — — — — R rip) '- LIMITS OF GRADING U W d I— a a CL to to �W t O Q � � Y O Do oD ♦ CJD 90 Ob M w=110 tnM<in N V~iN NN CHERRY I y I 1 1 1 AVNEUE 1 I 4 4 4 4 , 5 STREET IMPROVEMENT CONSTRUCTION NOTES: I 000NSTRUCT 4- OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED I NATIVE SOIL O CONSTRUCT NEW FLOWLINE PER CROSS-SECTIONS ON SHEET 2, GRADE TO DRAIN. n-3 CONSTRUCT 47 ASPHALT CONCRETE LANDING WITH TRUNCATED DOMES TO MEET WALNUT STREET ADA REQUIREMENTS FOR ACCESS RAMP, PER DETAIL ON SHEET 2. O CONSTRUCT 8- ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD. DETAIL NO. 1007. @CONSTRUCT 0 ASPHALT CONCRETE OVERLAY. O RELOCATE DELINEATORS AS SHOWN. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION a NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV FtEWSaN DESCWTM TIN= JOB # 101-72 TKE ENGINEERING, INC. R1Ca = - = _ 2305 CHICAGO AVENUE liet� __ -= - RIVERSIDE, CA 92507 Nm89984 - (951) 680-0440 E1p.9-30-16 = ERING FAX (951) 680-0490 cIvI%-41-51((j Y M. RENNER R.C.E. No. 69984 DATE act. aTy DATE EXPIRES: 9-30-16 STREET IMPROVEMENTS CHERRY AVENUE WALNUT STREET TO VICTORIA STREET Z Q GRAPHIC SCALE 40 0 20 40 80 LEGEND: 2- AC OVERLAY 160 ® e AC PAVEMENT 1.0' OF 95% COMPACTED NATIVE SOIL (IN FEET) 1 INCH = 40 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED W"M" "- CAB CHERRY AVENUE STREET IMPROVEMENTS MAE AS SHOWN IN A DILIGENT MANNER, THE CITY /� ENGINEER MAY REQUIRE REVISIONS TO � Br. PLAN/P RALE SHEET DAM THE PLANS TO BRING THEM INTO TMR STA. 8+ T A. 15+50.00 NIM 2016 CONFORMANCE WITH CONDITIONS AND aMM Br. AMWO MASE Iq4; 4 STANDARDS IN EFFECT. Z7� CITY EER R-C_E No_ 51152 53905 CURVE LINE TABLE Q# DELTA/8EARING RADIUS LENGTH TANGENT 1 S01.17047 -E -- 336.99' -- 2 SOO'08909'W -- 41.07' -- 3 SOO'51'07-W -- 239.50' -- 4 SOOMWO90W -- 111.22' -- 5 S01"I7'47-E -- 108.84' -- 6 S00.08'O9'W -- 38.50' -- 7 S00'51'07 -W -- 240.02' -- 8 SOO'OS'09-W -- 111.09' -- STREET IMPROVEMENTS CHERRY AVENUE WALNUT STREET TO VICTORIA STREET Z Q GRAPHIC SCALE 40 0 20 40 80 LEGEND: 2- AC OVERLAY 160 ® e AC PAVEMENT 1.0' OF 95% COMPACTED NATIVE SOIL (IN FEET) 1 INCH = 40 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED W"M" "- CAB CHERRY AVENUE STREET IMPROVEMENTS MAE AS SHOWN IN A DILIGENT MANNER, THE CITY /� ENGINEER MAY REQUIRE REVISIONS TO � Br. PLAN/P RALE SHEET DAM THE PLANS TO BRING THEM INTO TMR STA. 8+ T A. 15+50.00 NIM 2016 CONFORMANCE WITH CONDITIONS AND aMM Br. AMWO MASE Iq4; 4 STANDARDS IN EFFECT. Z7� CITY EER R-C_E No_ 51152 53905