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HomeMy WebLinkAbout1718-1E5M'r bola.AadA AiAI/J71EfJArJGE. FOOL _ pAlgcLaL. 1.PM.l000Q CA - 1 LII O 0 �` .% h� N. PARCEL 26:PARCEL : LN �l (SAME OWNERSHIP). -� '-' �r SAME OWNERSHIP) I prDI LA7-1 bA1 -rn T' -s -I -a Gr 7~y op .101 )=6,�iTAtIA AS PQQT or rooralo, BLVo, I p .. - - .a. -w K) 0 �L I .., �owo V DIRT I o Ex. S14�,f �X• t�Rc�P LI N� PREP G�-lQf'U � C I.i':.�Q ��" � r�� .r �: �r.r �� -� r• .dam E5M'r bola.AadA AiAI/J71EfJArJGE. FOOL _ pAlgcLaL. 1.PM.l000Q CA - 1 LII O 0 �` .% h� N. PARCEL 26:PARCEL : LN �l (SAME OWNERSHIP). -� '-' �r SAME OWNERSHIP) I prDI LA7-1 bA1 -rn T' -s -I -a Gr 7~y op .101 )=6,�iTAtIA AS PQQT or rooralo, BLVo, I p .. - - .a. S ' I At. DIRT I o Ex. S14�,f �X• t�Rc�P LI N� PREP G�-lQf'U � C I.i':.�Q a — — t— _" �X . SA�-1. SE W ♦ LNI� �- sA 1...1-c � _- _r -�� _: a .-. _... _. _.. _ _ _ 4 � I W z QD I � � PHASE II CONSTRUCTION A ISO • wG � / YPI L•Ai L �i L G HUN FOO THI L L BLVD NTS, REVIEWED SUBMITTED APPROVED DATE DIVISION ENGINEER CONSTRUCTION DIVISION DATE RC AD CQMKIER DATE I i. • %� :. �_ rid k 1 '�?��`t AY 'i� , A �jl ter? ai :, � � _ µ •t.,-. r � a SS K - - .. _. - .. _ _ - - . IMis: i' r,� '•.,yJa; -; rr_ �.'S ,_s i} ` t1? _ r o:- A) ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK WITHIN `HE STATE HIGHWAY RIGHT-QF-WAY.77 , 4•' a.1� t ys t�t ♦ ♦ fi h ♦ - -1 MMOM1► -. t E q ! s ALL WORK WITHIN THE HIGHWAY RIGHT -OF -WAX SHALL BE TO STATE STANDARDS. FAMI" 1 B) STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATING QNLY. ACTUAL I `�, f p` �£ f' sAM+suc T t: - :G SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE LABORATORY TEST,'k� 1 �' ItEYIQM 011 ��:. W t ., : � 1 ;;t;..,e.?fii•! A.T.I. OF 6.0 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY SHOULDER ---ter : i; r . ,� �, ; a a ; • Y� _t SECTION + e _a - -- Y - r I �iuNE; mind z. FOOT ' 16 C) ALL PAVEMENT STRIPING AND PAVEMENT MARKINGS SMALL BE PROVIDED AS DIRECTED Av I $'�'°° . VINES -- » BY THE STATE'S REPRESENTATIVE. W w .w ' :r I AV a 0( I I I I 1 UO.L Is AV 'D) WORK AREA SHALL BE OVERLAYED SO THAT PAVEMENT JOINT MATCH LANE LINES, s °" ? U'sT �e Ail AS DIRECTED BY THE STATE'S REPRESENTATIVE.77 + _M 4 ! 1 -.;FYI -•:._ PARKING SHALL BE PRbHIBITED ALONG STATE HIGHWAY BY PAINTING THE CURB VAI8/C1A I 1- `"°° 4 RED WITH AN ACOEPfiABLE CONCRETE TYPE PAINT AND/OR BY PROPER PLACEMENTCe t I CrVALU6jdQA AV ; QF 'INO PARKING ANYT'IMt" SIGNS. ' I ": � yr oRr►"E{ WY - A7 8 SP OR. _. l c t I 01 AY I y CERES i AV { ERE t r 1S i AV'. 16{00 t s?+ Ewan.. Usoo lfoo J I HIO sT oleoru HI us Av _RICIN/TY MAP k DONS TRUCTIO / NO TES BENCH MARK.' Ao CITY OF REMOVE EXISTING CATCH BASIN S THE NECESSARY PIPE TO ACCOMMODATE FONTANA B. Af. No. 383. ELEV. _ NEW CATCH '0A$/N' AILD LATF'RAL . ©`0 /296.9T (/9671 A PK -NAIL' IN PWR. POLE B CONS TRUCT S/ TE, INLET CATCH BASIN W = 13 V = 4.60 � PER TD. N0. No. 1329208E, 100 FT INET AF THE INT. ' ' $ FOOTHILL BLVD. CITRUS AVE. 121, CITY OF FONTANA STORM DRAIN DWG. SHEET 3 OF 5. (SEE DETAIL © CONSTRUCT 5 $ OF /8" R.C.P., D - 1500 A PLUG END (S = l/. 3/ % - D CONSTRUCT /8 " R.'C. P. D-=1500 I 4 , O REMOVE EX/STING SIDEWALK, DRIVEWAY APRONS 0 CURB AND GUTTER. F CONSTRUCT SIDEWALK PER STD, DETAIL 105-A - G CONSTRUCT COMME'RC'IAL DW Y. W = '3/ PER STD. DE%A/L /02D. - H, SAW CUT WHERE" EXPANSION %I0/NT IS, NOT EXISTING. � f l CONSTRUCT 8" CURQ B /8" GUTTER PER STD. DETAIL /0/. O CONSTRUCT A.C. PAVEMENT TO MATCH EXISTING,'.. J- r K EXISTING WATER METER TO REMAIN. (APJUST BOX AT { GRADE IF 1 NECESSARY i r EXISTING PULLBOX TO REMAIN. (ADJUST; BOX AT GR�d,OE IF NECESSARY) , , - M EX/S T/ NG POWER POLE B GUY ANCHOR TO RE MA IN. NO EXISTING STREET LIGHT W/ TRAFFIC SIGNAL TO' BE. RELOCATED O CON57RUCT WHEELCHAIR RAMP PER CAL �- TRANS STD. PLAN N8- & CASE E s s © CONSTRUCT CURB a GUTTER PER CAL - TRANS STD. PLAN N8- A TYPE A2 - 8.' N ® CONSTRUCT DRIVEWAY PER CAL -TRANS STD. PLAN N8 -A., W 35 fi n X=3. ® "RIGHT TURN ONLY " SIGN R-41. J • Q Q z � I a,� CATCH BASIN CONSTRICTION NOTES: ESTIMATE - OF QUA N T/ TIES SAW- 407• A.G PAVEMF_►JT l�7S S.F LIMITS OF.CONSTRUCT ION STREET IMPROVEMEN`T'S FROM STA. 550+92.48- STA. 553+61.48 N 0. LIST 0 F REVISIONS METRO ENGINEERING I ADJUSTMENT TO PROD LIN": ACCORDING TO P M. IC009. `6910 HAYVENHURST AVE. STE, 108 Z REvISE To'As GIUILT' C.0N0IT10N5 — VAN NUYS, CALIF 91406 SIGNATURE RE. NO. SECTION T -T I. SECTION S_S S DE 1.Al - 0 CATCH BASIN CONBQf RUCYION DETAIL io CONSTnwc-t' C.B. PGF2 CITY OF, F0NTANA , PUBLIC WOFLKS V% 4•(0'- BUILD FALSI!�15OT70M 0 CON STIZUCT 4 to NC. 'N© tREIN porZC>=M �- N•r (FALSE 130�TT) 3o INSTALL E)►PANSIOPA ,1O INT � SEALED W IT14 SI L I CoN . A_. L . C - >~ 11. WITH T N 1� E A � 1z l� V E L S A N D o M PAS i' >w- b 1 5 1N57AI L 7WO MAN14OLES (TO MAIACI= EASIER TO rZ1=MOYE O6 INSTALL 1$"CMP TEM PO R41R, -!) 0 I NISTA LL t8" R_C.P- -1500, 6-rUB k PLUGGED W I T14 3/it I:, 1'1*( W 00 0 D ETA I L APROVAL OF PHASE -I. FOR CONSTRUCTION ENG1R DATE APPROVED DATE R. P. 3/88 ft. P. X12/aq APPROVED: � - /1"-P9 • CITY ENGINEER R.C. E. ZS/ZG Q,4o it•3itf CITY OF FONTANA , CALIFORNIA - PUBLIC. WORKS DEPARTMENT' Drawn by FOOTHILL BOULEVARD Scale 111.. 201 D.A.L. - (pm" 100097Designed by�Date R.P. STREET IMPROVEMENT PLANS 11 8.7 Choked by Dwg. No. P A PP►oved I _ E•l. �Y _ clvrL EN91NEER R.C. E. 4o96q• � 00 X733 2.3 s FOOTHILL BLED. • wG � / YPI L•Ai L �i L G HUN FOO THI L L BLVD NTS, REVIEWED SUBMITTED APPROVED DATE DIVISION ENGINEER CONSTRUCTION DIVISION DATE RC AD CQMKIER DATE I i. • %� :. �_ rid k 1 '�?��`t AY 'i� , A �jl ter? ai :, � � _ µ •t.,-. r � a SS K - - .. _. - .. _ _ - - . IMis: i' r,� '•.,yJa; -; rr_ �.'S ,_s i} ` t1? _ r o:- A) ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK WITHIN `HE STATE HIGHWAY RIGHT-QF-WAY.77 , 4•' a.1� t ys t�t ♦ ♦ fi h ♦ - -1 MMOM1► -. t E q ! s ALL WORK WITHIN THE HIGHWAY RIGHT -OF -WAX SHALL BE TO STATE STANDARDS. FAMI" 1 B) STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATING QNLY. ACTUAL I `�, f p` �£ f' sAM+suc T t: - :G SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE LABORATORY TEST,'k� 1 �' ItEYIQM 011 ��:. W t ., : � 1 ;;t;..,e.?fii•! A.T.I. OF 6.0 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY SHOULDER ---ter : i; r . ,� �, ; a a ; • Y� _t SECTION + e _a - -- Y - r I �iuNE; mind z. FOOT ' 16 C) ALL PAVEMENT STRIPING AND PAVEMENT MARKINGS SMALL BE PROVIDED AS DIRECTED Av I $'�'°° . VINES -- » BY THE STATE'S REPRESENTATIVE. W w .w ' :r I AV a 0( I I I I 1 UO.L Is AV 'D) WORK AREA SHALL BE OVERLAYED SO THAT PAVEMENT JOINT MATCH LANE LINES, s °" ? U'sT �e Ail AS DIRECTED BY THE STATE'S REPRESENTATIVE.77 + _M 4 ! 1 -.;FYI -•:._ PARKING SHALL BE PRbHIBITED ALONG STATE HIGHWAY BY PAINTING THE CURB VAI8/C1A I 1- `"°° 4 RED WITH AN ACOEPfiABLE CONCRETE TYPE PAINT AND/OR BY PROPER PLACEMENTCe t I CrVALU6jdQA AV ; QF 'INO PARKING ANYT'IMt" SIGNS. ' I ": � yr oRr►"E{ WY - A7 8 SP OR. _. l c t I 01 AY I y CERES i AV { ERE t r 1S i AV'. 16{00 t s?+ Ewan.. Usoo lfoo J I HIO sT oleoru HI us Av _RICIN/TY MAP k DONS TRUCTIO / NO TES BENCH MARK.' Ao CITY OF REMOVE EXISTING CATCH BASIN S THE NECESSARY PIPE TO ACCOMMODATE FONTANA B. Af. No. 383. ELEV. _ NEW CATCH '0A$/N' AILD LATF'RAL . ©`0 /296.9T (/9671 A PK -NAIL' IN PWR. POLE B CONS TRUCT S/ TE, INLET CATCH BASIN W = 13 V = 4.60 � PER TD. N0. No. 1329208E, 100 FT INET AF THE INT. ' ' $ FOOTHILL BLVD. CITRUS AVE. 121, CITY OF FONTANA STORM DRAIN DWG. SHEET 3 OF 5. (SEE DETAIL © CONSTRUCT 5 $ OF /8" R.C.P., D - 1500 A PLUG END (S = l/. 3/ % - D CONSTRUCT /8 " R.'C. P. D-=1500 I 4 , O REMOVE EX/STING SIDEWALK, DRIVEWAY APRONS 0 CURB AND GUTTER. F CONSTRUCT SIDEWALK PER STD, DETAIL 105-A - G CONSTRUCT COMME'RC'IAL DW Y. W = '3/ PER STD. DE%A/L /02D. - H, SAW CUT WHERE" EXPANSION %I0/NT IS, NOT EXISTING. � f l CONSTRUCT 8" CURQ B /8" GUTTER PER STD. DETAIL /0/. O CONSTRUCT A.C. PAVEMENT TO MATCH EXISTING,'.. J- r K EXISTING WATER METER TO REMAIN. (APJUST BOX AT { GRADE IF 1 NECESSARY i r EXISTING PULLBOX TO REMAIN. (ADJUST; BOX AT GR�d,OE IF NECESSARY) , , - M EX/S T/ NG POWER POLE B GUY ANCHOR TO RE MA IN. NO EXISTING STREET LIGHT W/ TRAFFIC SIGNAL TO' BE. RELOCATED O CON57RUCT WHEELCHAIR RAMP PER CAL �- TRANS STD. PLAN N8- & CASE E s s © CONSTRUCT CURB a GUTTER PER CAL - TRANS STD. PLAN N8- A TYPE A2 - 8.' N ® CONSTRUCT DRIVEWAY PER CAL -TRANS STD. PLAN N8 -A., W 35 fi n X=3. ® "RIGHT TURN ONLY " SIGN R-41. J • Q Q z � I a,� CATCH BASIN CONSTRICTION NOTES: ESTIMATE - OF QUA N T/ TIES SAW- 407• A.G PAVEMF_►JT l�7S S.F LIMITS OF.CONSTRUCT ION STREET IMPROVEMEN`T'S FROM STA. 550+92.48- STA. 553+61.48 N 0. LIST 0 F REVISIONS METRO ENGINEERING I ADJUSTMENT TO PROD LIN": ACCORDING TO P M. IC009. `6910 HAYVENHURST AVE. STE, 108 Z REvISE To'As GIUILT' C.0N0IT10N5 — VAN NUYS, CALIF 91406 SIGNATURE RE. NO. SECTION T -T I. SECTION S_S S DE 1.Al - 0 CATCH BASIN CONBQf RUCYION DETAIL io CONSTnwc-t' C.B. PGF2 CITY OF, F0NTANA , PUBLIC WOFLKS V% 4•(0'- BUILD FALSI!�15OT70M 0 CON STIZUCT 4 to NC. 'N© tREIN porZC>=M �- N•r (FALSE 130�TT) 3o INSTALL E)►PANSIOPA ,1O INT � SEALED W IT14 SI L I CoN . A_. L . C - >~ 11. WITH T N 1� E A � 1z l� V E L S A N D o M PAS i' >w- b 1 5 1N57AI L 7WO MAN14OLES (TO MAIACI= EASIER TO rZ1=MOYE O6 INSTALL 1$"CMP TEM PO R41R, -!) 0 I NISTA LL t8" R_C.P- -1500, 6-rUB k PLUGGED W I T14 3/it I:, 1'1*( W 00 0 D ETA I L APROVAL OF PHASE -I. FOR CONSTRUCTION ENG1R DATE APPROVED DATE R. P. 3/88 ft. P. X12/aq APPROVED: � - /1"-P9 • CITY ENGINEER R.C. E. ZS/ZG Q,4o it•3itf CITY OF FONTANA , CALIFORNIA - PUBLIC. WORKS DEPARTMENT' Drawn by FOOTHILL BOULEVARD Scale 111.. 201 D.A.L. - (pm" 100097Designed by�Date R.P. STREET IMPROVEMENT PLANS 11 8.7 Choked by Dwg. No. P A PP►oved I _ E•l. �Y _ clvrL EN91NEER R.C. E. 4o96q• � 00 X733 2.3 s