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HomeMy WebLinkAbout5390-3r . - Jco a M -H ii O -1 -H ao V N r-- a + w + + Go CD 4m Z U)m U) N N N LIMITS OF GRADING 0 - - - ---- -'--------------------------------------- ------ 1----- ------------------ ------SAWCUT UNE ---SEX. FLOWLINE c \!S M 6+ 4 6i S� r� J� 5+00 — — 6+ — — 0 — SO'OS'09'W— X00 — �0 — — 1+00 — — — 130 14 0 — �_ — 15 00 • 5302.16' a 7 _ _ 4 6 - W _cc m ' ----_-------k�SAWCUT ---------------------�a---------- p- - ' UNE EX.FLOWUNE W ZW �ZMI—TS OF GRADING PBMH TEL BOXY UED MH J O 00 x Q O O MO Nw m W10 cV�nm 17ln *W OW CDO coN �Ov O 0 w 0 Y ± a N - a1 �W v- rI rW rIxrw - 1 m 1- F- w H Z �– O 1- F- O H S cn cn cn m N W N a N N to a to U y I 5 4 4 5 5 5 5 6 8 CHERRY 8 AVENUE WALNUT STREET STA. 16+62.73 TGT. NO. 12 CHERRY AVENUE= TGT. NO. 7 STA. -9+88.17 STA 10+00.00 STA. 43+13.99 (L CHERRY BRASS DISK RCE 14877 VICTORIA AVENUE VICTORIA STREET CHERRY AVENUE NOTHING FOUND BRASS DISK CALTRANS SEC CORN ELEV.=1309.68 ELEV.=1400.68 6 6 6 4 1 4 4 2 4 1 2 4 J -H O �cn W NN p MN W M O + O o -� W DEMOLITION NOTES: r Ofw WIXa. mix v- v- v- N N W a Q0 W 1--U W Q0 Z o Z Qo d d a d Q o EIREMOVE AND RELOCATE EXISTING SIGN, POST, AND FOOTING. f- �-i--U cn cn5 m cn5 wl l In 5; mW cn in in in m w a2 REMOVE AND SALVAGE EXISTING SIGNS. C) I EIADJJST EXISTING GAS VALVE CAN TO GRADE. 4� SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE. 0 {� ( LIMITS OF GRADING EIPROTECT IN PLACE AS NOTED. O 0fw- , _ _ �6 2' ASPHALT CONCRETE PAVEMENT GRIND. LUC)� EX. FLOWUNE _ - - - - - - - - - - - - - - - - - EIREMOVE AND RELOCATE EXISTING DELINEATOR AS SHOWN ON THE CONSTRUCTION + 4 �� � ------ SAWCUT UNE ------------- --- DRAWINGS. ❑8 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE DIKE. r- W ' — _ • O 6 4 A TO JOB t 101-72 - © 0 w�.� ww�,-.ww�.�.w �.�_ww�s_ww� s_ww�.www�.�.w �sww�.�.ww�.oww .�.ww�.�.ww�.ww �-sww .� �w.wwwww..�w�ww�.q� ..�. . www► .�.w�a�.�.w�a�.�. .�.wm���www.w.a..�•w.a�.�� ou•�w�a����w-a-www � �wwu �w-� w-� � �w � � �w - � �w �-a �w - � �w � raw rw �-�-�w� ��- w� • www � ww:-.www.-.www.-_www---wws.-.ww�.w►w•-_�_ww�.�_ww�.�.ww�_�_ww�_�_� 00 O SPP ` EDISC . VAULT LUL— -- — — -- -- -- —R/W -- -- -- -- -- — -- -- — — 1 Q If) 0)1 .t O eCD x n I- in J i -H n p N 0a m v- Dr v- la-- O H U) a cn Underaround Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CAU_ UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. M 0 F m ao 00 N. a+o a F - w J O a- 0 O a. CHERRY W W IN DATE I ENGR. I CITY I DATE ao M 0 N U) J O CL 70 IV 10 CL TKE ENGINEERING, INC. i -RC = -_=- 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 Na699" = (951) 680-0440 E*.9-30-16 - ERING FAX (951) 680-0490 civj%'\2 4(4 11(0 TERRY A. REN ER R.C.E. No. 69984 EXPIRES: 9-30-16 O J N a N o: � X U) a AVENUE STREET IMPROVEMENTS CHERRY AVENUE WALNUT TO VICTORIA 0)mC4 N> +>+> +0 N N ZO N amaNdo V1 U VI W cn w [5] 5 4 6 LEGEND: ® SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND SUBGRADE ® 2' ASPHALT CONCRETE GRIND SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED WAVN Bti: FORTH IN A DILIGENT MANNER, THE CITY CAH ENGINEER MAY REQUIRE REVISIONS TO oESIM etr: THE PLANS TO BRING THEM INTO TmR CONFORMANCE WITH CONDITIONS AND atom BY: STANDARDS IN EFFECT. THR GRAPHIC SCALE 160 1 (IN FEET) 1 INCH = 40 FEET CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CHERRY AVENUE STREET IMPROVEMENTS AS SHOWN DEMOUTION PLAN DAIS ST 22± TO STA. 24+23± YSBw 2016 DAIS MAY= Na: 3 •S- CRY ENGINEER R.C.E No. 51152 5 STA. 10+00.00 TGT. NO. 12 CHERRY AVENUE= TGT. N0. 7 STA. -9+88.17 6 STA. 10+00.00 STA. 43+13.99 (L CHERRY AVENUE BRASS DISK RCE 14877 ELEV -1309 68 4 2 3 WALNUT STREET NOTHING FOUND 1 1 (L CHERRY AVENUE BRASS DISK CALTRANS SEC CORN ELEV.=1400.68 Jco a M -H ii O -1 -H ao V N r-- a + w + + Go CD 4m Z U)m U) N N N LIMITS OF GRADING 0 - - - ---- -'--------------------------------------- ------ 1----- ------------------ ------SAWCUT UNE ---SEX. FLOWLINE c \!S M 6+ 4 6i S� r� J� 5+00 — — 6+ — — 0 — SO'OS'09'W— X00 — �0 — — 1+00 — — — 130 14 0 — �_ — 15 00 • 5302.16' a 7 _ _ 4 6 - W _cc m ' ----_-------k�SAWCUT ---------------------�a---------- p- - ' UNE EX.FLOWUNE W ZW �ZMI—TS OF GRADING PBMH TEL BOXY UED MH J O 00 x Q O O MO Nw m W10 cV�nm 17ln *W OW CDO coN �Ov O 0 w 0 Y ± a N - a1 �W v- rI rW rIxrw - 1 m 1- F- w H Z �– O 1- F- O H S cn cn cn m N W N a N N to a to U y I 5 4 4 5 5 5 5 6 8 CHERRY 8 AVENUE WALNUT STREET STA. 16+62.73 TGT. NO. 12 CHERRY AVENUE= TGT. NO. 7 STA. -9+88.17 STA 10+00.00 STA. 43+13.99 (L CHERRY BRASS DISK RCE 14877 VICTORIA AVENUE VICTORIA STREET CHERRY AVENUE NOTHING FOUND BRASS DISK CALTRANS SEC CORN ELEV.=1309.68 ELEV.=1400.68 6 6 6 4 1 4 4 2 4 1 2 4 J -H O �cn W NN p MN W M O + O o -� W DEMOLITION NOTES: r Ofw WIXa. mix v- v- v- N N W a Q0 W 1--U W Q0 Z o Z Qo d d a d Q o EIREMOVE AND RELOCATE EXISTING SIGN, POST, AND FOOTING. f- �-i--U cn cn5 m cn5 wl l In 5; mW cn in in in m w a2 REMOVE AND SALVAGE EXISTING SIGNS. C) I EIADJJST EXISTING GAS VALVE CAN TO GRADE. 4� SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE. 0 {� ( LIMITS OF GRADING EIPROTECT IN PLACE AS NOTED. O 0fw- , _ _ �6 2' ASPHALT CONCRETE PAVEMENT GRIND. LUC)� EX. FLOWUNE _ - - - - - - - - - - - - - - - - - EIREMOVE AND RELOCATE EXISTING DELINEATOR AS SHOWN ON THE CONSTRUCTION + 4 �� � ------ SAWCUT UNE ------------- --- DRAWINGS. ❑8 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE DIKE. r- W ' — _ • O 6 4 A TO JOB t 101-72 - © 0 w�.� ww�,-.ww�.�.w �.�_ww�s_ww� s_ww�.www�.�.w �sww�.�.ww�.oww .�.ww�.�.ww�.ww �-sww .� �w.wwwww..�w�ww�.q� ..�. . www► .�.w�a�.�.w�a�.�. .�.wm���www.w.a..�•w.a�.�� ou•�w�a����w-a-www � �wwu �w-� w-� � �w � � �w - � �w �-a �w - � �w � raw rw �-�-�w� ��- w� • www � ww:-.www.-.www.-_www---wws.-.ww�.w►w•-_�_ww�.�_ww�.�.ww�_�_ww�_�_� 00 O SPP ` EDISC . VAULT LUL— -- — — -- -- -- —R/W -- -- -- -- -- — -- -- — — 1 Q If) 0)1 .t O eCD x n I- in J i -H n p N 0a m v- Dr v- la-- O H U) a cn Underaround Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CAU_ UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. M 0 F m ao 00 N. a+o a F - w J O a- 0 O a. CHERRY W W IN DATE I ENGR. I CITY I DATE ao M 0 N U) J O CL 70 IV 10 CL TKE ENGINEERING, INC. i -RC = -_=- 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 Na699" = (951) 680-0440 E*.9-30-16 - ERING FAX (951) 680-0490 civj%'\2 4(4 11(0 TERRY A. REN ER R.C.E. No. 69984 EXPIRES: 9-30-16 O J N a N o: � X U) a AVENUE STREET IMPROVEMENTS CHERRY AVENUE WALNUT TO VICTORIA 0)mC4 N> +>+> +0 N N ZO N amaNdo V1 U VI W cn w [5] 5 4 6 LEGEND: ® SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND SUBGRADE ® 2' ASPHALT CONCRETE GRIND SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED WAVN Bti: FORTH IN A DILIGENT MANNER, THE CITY CAH ENGINEER MAY REQUIRE REVISIONS TO oESIM etr: THE PLANS TO BRING THEM INTO TmR CONFORMANCE WITH CONDITIONS AND atom BY: STANDARDS IN EFFECT. THR GRAPHIC SCALE 160 1 (IN FEET) 1 INCH = 40 FEET CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CHERRY AVENUE STREET IMPROVEMENTS AS SHOWN DEMOUTION PLAN DAIS ST 22± TO STA. 24+23± YSBw 2016 DAIS MAY= Na: 3 •S- CRY ENGINEER R.C.E No. 51152 5