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HomeMy WebLinkAbout3517-14.A...%look f+ 3 54%) _ 10 11 EXISTING 96" STORM DRAIN PER CITY DWG NO. 1997 SHT NO. 2 EXISTING CURB AND GUTTER I I I' i (I.L EXIST 8" WTR 12 13 14 i LINE/CURVE DATA TABLE CITY ® BEARING/DELTA RADIUS LENGTH TANGENT 1 14 3851 " 200.00' 51.13' 25.70' 2 14 38'51 " 200.00' 51.13' 25.70' v; C9 -- U -- U Ld U pp U U 5 U U 0 00cq .-.� 6 90 23 42 35.00' U 35.24' 7 N89 04'00"E 00_ 1 31.58' -- Do 66-25'19" 00 1 23.19' �� N CN ii� 00 00 11 co 0 GR. 0.53 �u_ �~ Nit M~w Ngo �~�~�~ N� �~121-1 Nr7O(6n Q, N: N -n u�o u�oo V-)ou-,ou-)o U-�oou-o 15+21.73 CIL CB#A- 7 JURUPA A VE. (SEE THIS SHEET FOR PLAN) CASE B 3 54%) _ 10 11 EXISTING 96" STORM DRAIN PER CITY DWG NO. 1997 SHT NO. 2 EXISTING CURB AND GUTTER I I I' i (I.L EXIST 8" WTR 12 13 14 i ol. 000 Q .._. CO L0 +o �}oQ �o .a_ 0 _ 00 --10 15 16 17 18 19 20 CONSTRUCTION NOTES O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 ® CONSTRUCT LAP JOINT PER DETAIL HEREON. O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN 313-1 PER DETAIL HEREON AND SHEET 3. n rS T. R/W I III► 102.26' 0. C. 14 CONSTRUCT 6.5 MIN. A.C. OVER 95q COMPACTED NATIVE SUBGRADE IN !`I j�p TRANS/PON 16 EXISTING POWER POLES TO BE RELOCATED BY OTHERS ILjA �= J 4 4 17 REMOVE EXISTING A.C. SWALE I �J:X�IT. 12" � I I � ¢ J 32 ir, 30 121 - _ 18 REMOVE EXISTING CSP RISER ASSEMBLY. a PROPERTY LINE TRACT N0. 16495 zo J 24 0 J v 24 J -8 19 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 (W & V PER PLAN) .455 66 r, 1 i o E= -� 0 0 o Q m '� o PER DETAIL ON SHEET 2. -52' 62' "' i v o �- o m d m � o i- � TRACT NO. 16495-1 20 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 _� 3 Q A`O � h 3 v 21 EXISTING UTILITY VAULTS TO BE RELOCATED BY OTHERS m 1\ t- W m � Q q/ 0; O W O mU O j O �U w o SII O O mU O O �U U� ,- r+ U 10+89.70 SIERRA AVE./ECR o z U Q v co o o o -� o o m> h k o f I- •- oE- �=' F- 22 REMOVE EXISTING BARRICADE E I ^� 54. Q2 T I'� m BEGIN CONSTRUCTION + c3 `�' "� 1 �- o Q o 3 EXISTING EDGE OF PAVEMENT in �, � o R � N v � N p � � m a � N U_ - N � v ^ ,N o ^ � r7 Wet � (53.35 FL. ��?„ 26 - JOIN EXISTING CURB m ^ o N o ' z o0 0 0 Q CONSTRUCT MODIFIED COMMERCIAL DRIVE APPROACH (RADIUS VARIES) rn d SAWCUT LINE L, o + o + -� + �" W o + -� II + _ + o U + -� %j, + uj + Z LO 1 3 24 cn m , + + o d z �t \ d W Q W o \ o o z co \ co W �r PER CITY OF FONTANA STD. 1005A N , x �- ,R 6 .. °p 21 R/W 20 `; a: LO - w� h W �v U ,� m cn z U 3 h> h l V h U o h oo h �� EXISTING 12" WATER L/NE tn '" � c6 16 3 14 3 16 O o rn o �, 25 REMOVE EXISTING CURB & GUTTER • 192.55 54.20' 1 V� • w 3 WCUT LINE '� v -bmillim 0 2' WIDE MIN - ,, 2 D�' �, 22 - \ ?,�[SA d c� 20 R W 26 REMOVE EXISTING HANDICAP RAMP 0 Z-S�/ WCUT FR g 48'S `'� O -r c� co cn 14 3 7 h o �, 4 / LINE OF SIGHT ! - — — — 29 CONSTRUCT 18" R.C.P. STORM DRAIN PIPE (D -LOAD PER PROFILE) F PP 8 8 8 w 10'-54' GRIND &REMOVE EXISTING W r' I - -- 17 _.___ .... _� 30 CONSTRUCT CONCRETE COLLAR PER APWA STD 380-2 00 EXIST. EP _ r z VARIES A.C. PAVEMENT AND OVERLAY ® SAW6 �L NE 14 _.. ..-.:. ;r . O fi 25 -- - SEALCOAT � �, . , ,. W NEW A.C. & � , � � - � ,«. . ,..,n.. SEE PLAN / � - �,.. .,_. �.. w � -�� ,,,, , . .m�..,�a, � . ..- �.. `- � � LIDS TO GRADE z � f .., w , . ,. 31 ADJUST VALVE 7777 )o `•'. f a �. LINE OF SIGHT �: - fi r f�. M -GRINDING LIMITS o- GRINDING LIMITS o,, - --- r ,� 8 32 REMOVE EXISTING RCP STORM DRAIN - f- , , ; . _ a V) , . ,; -:.:- �I _ __ _ - 5 S— — S� _ S _ _S 0.1 MIN.. /, , , F � .;� � ,-. r ink N` .1 ."r / ...,, , .ALI N 7 c� — l 16 ' / �� st r . EXISTING 18 STORM N w o cn ,n -- BRAIN `�'' .... ___� _ .._....... ...__ 90 II � �..ry L0 rno cfl I •^M1 _ LAP JOINT DETAIL -' PER CITY DWG NO. I N o O K' 6( II � 1 __ .� .__-R€F-SACT 16074 BFFSI E___ i '/ ✓ O /�N ti M r to M p In VD �. 1774 SHT NO. 5 II �` oo o r w rGRINDING LIMITS II; �PER CITY DWG N0. 3082 (7 NOT TO SCALE f II b h co N w �-' Q 5 N Ln cn w.. -m QFiT NO 4 O L� LUJ to V) � cn � U) � � N _ `J SZ) W G 00 -- �Q EXIST.R/W�-- -- -- -- --- _ - _ J I I) Q Q �,, EXISTING 96 STORM DRAIN �� 3 5z I"'l EXIST. 18" Q Q o EXISTING MEDIAN CURB PER CITY DWG NO. 1774 EXIST. R/W EXISTING 18 STORM DRAIN 00 -LoSHT NO. 5 SHT NO. DWG N0. 1774 P N SD y' m _ EXISTING o TRACT 13332 ;n n o EXISTING 15 > m UTILITY VAULTS oo + o+ Q) In EXISTING CURB SEWER 0 o EXISTING 12 WATER LINE z LEGEND ' � ^ '� PER CITY DWG I o o LINE OF SIGHT EXISTING 15" SEWER LINE I I S�T N0.72 (TYP.) _ I o o CPROP. A.C. PAVEMENT I 55' 55' 5 LG FESS/in EXIST. A.C. PAVEMENT TO BE I 11, �Q�c�,EW C. y, fey SAWCUT, REMOVED AND I �I ) fi a=` REPLACED PER LAP JOINT II i / `� �' C DETAIL HEREON _�_ _-': - PROP. CONCRETE SIDEWALK LIMITED USE AREA EXISTING AC OVER AB EXISTING EDGE OF PAVEMENT TOLL FREE 'mmmm"1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT No. 63494 Exp. Sept. 30. 2008 MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 9TF QF C AUFo� DATE: 5 -/(p- II 4 8 140' 40'11 4 19,11 go tel 9ti' 11 17 LINE/CURVE DATA TABLE CITY ® BEARING/DELTA RADIUS LENGTH TANGENT 1 14 3851 " 200.00' 51.13' 25.70' 2 14 38'51 " 200.00' 51.13' 25.70' v; C9 -- 202.39' -- 4 Ld -- 31.58' -- 5 N89 04'00"W -- 0 00cq .-.� 6 90 23 42 35.00' ' 35.24' 7 N89 04'00"E 00_ 1 31.58' -- 8 66-25'19" ' 1 23.19' _. � ii� 11 co 0 GR. 0.53 ol. 000 Q .._. CO L0 +o �}oQ �o .a_ 0 _ 00 --10 15 16 17 18 19 20 CONSTRUCTION NOTES O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 ® CONSTRUCT LAP JOINT PER DETAIL HEREON. O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN 313-1 PER DETAIL HEREON AND SHEET 3. n rS T. R/W I III► 102.26' 0. C. 14 CONSTRUCT 6.5 MIN. A.C. OVER 95q COMPACTED NATIVE SUBGRADE IN !`I j�p TRANS/PON 16 EXISTING POWER POLES TO BE RELOCATED BY OTHERS ILjA �= J 4 4 17 REMOVE EXISTING A.C. SWALE I �J:X�IT. 12" � I I � ¢ J 32 ir, 30 121 - _ 18 REMOVE EXISTING CSP RISER ASSEMBLY. a PROPERTY LINE TRACT N0. 16495 zo J 24 0 J v 24 J -8 19 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 (W & V PER PLAN) .455 66 r, 1 i o E= -� 0 0 o Q m '� o PER DETAIL ON SHEET 2. -52' 62' "' i v o �- o m d m � o i- � TRACT NO. 16495-1 20 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 _� 3 Q A`O � h 3 v 21 EXISTING UTILITY VAULTS TO BE RELOCATED BY OTHERS m 1\ t- W m � Q q/ 0; O W O mU O j O �U w o SII O O mU O O �U U� ,- r+ U 10+89.70 SIERRA AVE./ECR o z U Q v co o o o -� o o m> h k o f I- •- oE- �=' F- 22 REMOVE EXISTING BARRICADE E I ^� 54. Q2 T I'� m BEGIN CONSTRUCTION + c3 `�' "� 1 �- o Q o 3 EXISTING EDGE OF PAVEMENT in �, � o R � N v � N p � � m a � N U_ - N � v ^ ,N o ^ � r7 Wet � (53.35 FL. ��?„ 26 - JOIN EXISTING CURB m ^ o N o ' z o0 0 0 Q CONSTRUCT MODIFIED COMMERCIAL DRIVE APPROACH (RADIUS VARIES) rn d SAWCUT LINE L, o + o + -� + �" W o + -� II + _ + o U + -� %j, + uj + Z LO 1 3 24 cn m , + + o d z �t \ d W Q W o \ o o z co \ co W �r PER CITY OF FONTANA STD. 1005A N , x �- ,R 6 .. °p 21 R/W 20 `; a: LO - w� h W �v U ,� m cn z U 3 h> h l V h U o h oo h �� EXISTING 12" WATER L/NE tn '" � c6 16 3 14 3 16 O o rn o �, 25 REMOVE EXISTING CURB & GUTTER • 192.55 54.20' 1 V� • w 3 WCUT LINE '� v -bmillim 0 2' WIDE MIN - ,, 2 D�' �, 22 - \ ?,�[SA d c� 20 R W 26 REMOVE EXISTING HANDICAP RAMP 0 Z-S�/ WCUT FR g 48'S `'� O -r c� co cn 14 3 7 h o �, 4 / LINE OF SIGHT ! - — — — 29 CONSTRUCT 18" R.C.P. STORM DRAIN PIPE (D -LOAD PER PROFILE) F PP 8 8 8 w 10'-54' GRIND &REMOVE EXISTING W r' I - -- 17 _.___ .... _� 30 CONSTRUCT CONCRETE COLLAR PER APWA STD 380-2 00 EXIST. EP _ r z VARIES A.C. PAVEMENT AND OVERLAY ® SAW6 �L NE 14 _.. ..-.:. ;r . O fi 25 -- - SEALCOAT � �, . , ,. W NEW A.C. & � , � � - � ,«. . ,..,n.. SEE PLAN / � - �,.. .,_. �.. w � -�� ,,,, , . .m�..,�a, � . ..- �.. `- � � LIDS TO GRADE z � f .., w , . ,. 31 ADJUST VALVE 7777 )o `•'. f a �. LINE OF SIGHT �: - fi r f�. M -GRINDING LIMITS o- GRINDING LIMITS o,, - --- r ,� 8 32 REMOVE EXISTING RCP STORM DRAIN - f- , , ; . _ a V) , . ,; -:.:- �I _ __ _ - 5 S— — S� _ S _ _S 0.1 MIN.. /, , , F � .;� � ,-. r ink N` .1 ."r / ...,, , .ALI N 7 c� — l 16 ' / �� st r . EXISTING 18 STORM N w o cn ,n -- BRAIN `�'' .... ___� _ .._....... ...__ 90 II � �..ry L0 rno cfl I •^M1 _ LAP JOINT DETAIL -' PER CITY DWG NO. I N o O K' 6( II � 1 __ .� .__-R€F-SACT 16074 BFFSI E___ i '/ ✓ O /�N ti M r to M p In VD �. 1774 SHT NO. 5 II �` oo o r w rGRINDING LIMITS II; �PER CITY DWG N0. 3082 (7 NOT TO SCALE f II b h co N w �-' Q 5 N Ln cn w.. -m QFiT NO 4 O L� LUJ to V) � cn � U) � � N _ `J SZ) W G 00 -- �Q EXIST.R/W�-- -- -- -- --- _ - _ J I I) Q Q �,, EXISTING 96 STORM DRAIN �� 3 5z I"'l EXIST. 18" Q Q o EXISTING MEDIAN CURB PER CITY DWG NO. 1774 EXIST. R/W EXISTING 18 STORM DRAIN 00 -LoSHT NO. 5 SHT NO. DWG N0. 1774 P N SD y' m _ EXISTING o TRACT 13332 ;n n o EXISTING 15 > m UTILITY VAULTS oo + o+ Q) In EXISTING CURB SEWER 0 o EXISTING 12 WATER LINE z LEGEND ' � ^ '� PER CITY DWG I o o LINE OF SIGHT EXISTING 15" SEWER LINE I I S�T N0.72 (TYP.) _ I o o CPROP. A.C. PAVEMENT I 55' 55' 5 LG FESS/in EXIST. A.C. PAVEMENT TO BE I 11, �Q�c�,EW C. y, fey SAWCUT, REMOVED AND I �I ) fi a=` REPLACED PER LAP JOINT II i / `� �' C DETAIL HEREON _�_ _-': - PROP. CONCRETE SIDEWALK LIMITED USE AREA EXISTING AC OVER AB EXISTING EDGE OF PAVEMENT TOLL FREE 'mmmm"1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT No. 63494 Exp. Sept. 30. 2008 MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 9TF QF C AUFo� DATE: 5 -/(p- II 4 8 140' 40'11 4 19,11 go tel 9ti' 11 17 V w Q o- w w of U) 11-1 ui 0 ft- o- 40' 30' 20' 10' 0' 40' 80' 10 GRAPHIC SCALE. 1"=40' Q J / 0 0 REVISION DESCRIPTION LINE/CURVE DATA TABLE CITY ® BEARING/DELTA RADIUS LENGTH TANGENT 1 14 3851 " 200.00' 51.13' 25.70' 2 14 38'51 " 200.00' 51.13' 25.70' 3 N89 04'00"E -- 202.39' -- 4 N89 04'00"E -- 31.58' -- 5 N89 04'00"W -- 11.54' -- 6 90 23 42 35.00' 55.22' 35.24' 7 N89 04'00"E -- 1 31.58' -- 8 66-25'19" 20.00' 1 23.19' 13.09' V w Q o- w w of U) 11-1 ui 0 ft- o- 40' 30' 20' 10' 0' 40' 80' 10 GRAPHIC SCALE. 1"=40' Q J / 0 0 REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. pFESSIp e� �9� 14_14 ° ��F-w �' tij F � �� m w No.63494 Exp. 9/30/06 s� cl �� �� �rF Fo�� OF C pal PLANNING DESIGN CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO CALIFORNIA 91764-5592 909.581.0196 - FAX 909.581.0192 ■ www.RBF.com , CONSULTING PREPARED UND TH SU E ISI OF: DATE: -OS CITY OF FONTANA, CALIFORNIA Q % o r Q Q a _ STREET IMPROVEMENT PLANS SCALE: DRAWN BY: TRACT 16495-1 RG DESIGNED BY: JURUP VENUE JOB NUMBER 10+97.61 17+03.68 15-100634 RG APPRXED DRAWING NO. 3517 14 RECORD DRAWING REVISED DRIVEWAYS FOR COMMERICAL CENTER 04/08 8/05 (/�(j % 1,Z• CHECKED QED BY:.100 - MATT 'EW C. HICKS RCE NO. 63494 EXP. 09 30 06 RI ARDO SAN AL R.C.E. 51152 DATE-