Loading...
HomeMy WebLinkAbout4921-27 rl 40+00 6 TRUCK TURNING RADIUS \ _ N 3 40.0' EXISTING 8" CURB GUTTER TER _ (1 035 _ 12"?DATER EXISTING RM/ 40+50 EXISTING SEWER LATERAL rPER DRAWING NO. 2575 41+00 41+50 EXISTING SEWER LINE PER DRAWING NO. 2575 42+00 18" SE`�ti'ER 18" SE`D'ER 1 b" SE'AiER—� VALLEY _ + _ _VALLEY _ 42+50 43+00 k \jU 0`U— Q ^ N - — c9 �--�� — — O g z F- - 1oJa)—�Lu I ITE � `��',� 0 \o �'�� m��`�. ; .• n!�� LU LU w 1 0 s m 5 0 -If w_ _►n-- _ �r mcL- (v 4 -� _�-m o + o O� j,o �p o F- APN 0234-21 1-23 N z w 'T z_ U J N APN 0234-21 1-30 nz� o� �m °L `t OU + \ 'T Q�� �� I ►LI �Z O� Qpll +>x -F- �.• Q F-wwp\� U QLn0 o_ N u� — oC �t Z 5 Q �.6j /Q `3�J 8 pct) Cl m w � N ILQ�� ►-z m �- o -wo to m-�_� /[ w I J \ �\Wc\j N J1�� oC O O ASIDEWALK EASEMENT PER SEPARATE DOCUMENT 8 `r m z � Biu P.LJ LU CONSTRUCTION NOTES O9 REMOVE RECONFIGURE IRRIGATION INSIDE PARKWAY � O �? U J PAVING LEGEND OI INSTALL MIN. G.5" AC OVER 12" MIN. OF 95 0 INSTALL 8" CURB * GUTTER PER CITY OF FONTANA STD. 1000 O+ O0 0 w m COMPACTED NATIVE PER CITY STD. 401 o o-/ N - I I INSTALL SIDEWALK PER CITY OF FONTANA STD. I OOG P. Z w 0 COLD PLANE * OVERLAY (0. I MIN.) PER DETAIL, SHEET 1 O Q m AC PAVING 1 REMOVE EXISTING CURB �- - O 0 SAWCUT EXISTING PAVEMENT 0 U cry 'u5 � �+ � � F- 1 REMOVE EXISTING WROUGHT IRON FENCE 1 ® REMOVE EXISTING AC PAVEMENT It U COLD PLANE t OVERLAY 0 INSTALL COMMERCIAL DRIVEWAY APPROACH (9EXISTING IRRIGATION CONTROL VALVE COVER ADJUST TO GRADE (3 ADJUST EXISTING WATER VALVE TO GRADE Q Z 0 � j PER CITY STD. 1002 (W=40') EXISTING IRRIGATION CONTROL VALVE PROTECT IN PLACE ® INSTALL 22,000 LUMEN STREET LIGHT PER CITY OF FONTANA STD. 404 Lu © REMOVE EXISTING CURB t GUTTER 0 EXISTING STREET TREE PROTECT IN PLACE G REMOVE EXISTING PCC DRIVEWAY APPROACH r' REMO,VAL 0 REMOVE EXISTING PCC SIDEWALK ® REMOVE EXISTING STREET TREE �� w/ 7A7i T�N f� SHOULD CONSTRUCT PCC PAVING ' SCALE: 1 "=20' EXISTING PCC PAVING 0 20 40 GO 43+50 44+00 44+50 45+00 LEGEND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BSL BUILDING SETBACK LINE CF CURB FACE CG CENTER -GRADE OF PIPE CSP CORRUGATED STEEL PIPE EC END OF CURVE ECR END OF CURVE RETURN EP EDGE OF PAVEMENT FF FINISH FLOOR FG FINISH GRADE FL FLOWLINE ELEVATION IF LG FLANGED FS FINISHED SURFACE GB GRADE BREAK HDC HIGH DEFLECTION COUPLING HMA HOT MIX ASPHALT INV PIPE INVERT ELEVATION MH MANHOLE MJ MECHANICAL JOINT PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE PP POWER POLE RIM MANHOLE RIM ELEVATION R/W RIGHT-OF-WAY SEP SEPARATE SD STORM DRAIN LINE STD STANDARD ST IMP STREET IMPROVEMENT TB TOP OF BERM TC TOP OF CURB TF TOP OF FOOTING TR TOP OF RETAINING TW TOP OF WALL VC VERTICAL CURVE WC GATE VALVE X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION [X.XX] FUTURE ELEVATION FXIS NGtF1N SIJ RF C� @ SH CL ^ `t CON CTI ON N N ^ m � .. r 13 NGS-f4N Ski SURFACff @ CL CON TRUCT ON - o _ CONSTRUCTION p coNS _ RUC WN I I F� I I I I I I I CUf�VE I I 104OCL moCoJ:9 Ln' HORIZOfVTA�. CLIIRVE HORIZONTAL N�/�j� UjZLL 7.8t' CURB I'+ R <� EXISTING TP F ai CURB@43'± T ..r•, c3 Qa-w — R POSE TO uj o� �- v - "j EX15TI G z p_ Z5 `t F USB ARIES 3'� T 71'--+- 0� w CURB _ RT_ �.- U Ln CID `t x(0.;25°1°}- ` N ' EXIS - JRI SING TO , OF + ° Q°1 ( . I%) N t O'74% �'- i(0. 8°1q) __— --. J - 1 040 T 1040 T-�--� U -Told iI `� .� I I I I I Oa37°1o) (O. G%a) c `t m I0.62°Io_�� (m ( 1(0 55%) I I N I oC U �-- - - tOYAIK€ - ^ - p > CID -`t .� U - oz0 ? ct� -� cn m r 0 I Q � +-`�-+ —E.K1S ANG OP O,F— m 6� 0 -- z U) � ,., �z ��I m + - o Q w ' p w ►� CURB 43' RT ,nU�; �tz�q > 19 �t 5 °�z + ►�-� �Jzm —o oz� w I z �Oc�' `tZ — c~n m `i �n +n�j ��? OFILE FF7J N IZ.1" = 20' • ~zw� w .. c�wRT.1"=2' L � JI tIU m I I I I I I F 40+00 6 TRUCK TURNING RADIUS \ _ N 3 40.0' EXISTING 8" CURB GUTTER TER _ (1 035 _ 12"?DATER EXISTING RM/ 40+50 EXISTING SEWER LATERAL rPER DRAWING NO. 2575 41+00 41+50 EXISTING SEWER LINE PER DRAWING NO. 2575 42+00 18" SE`�ti'ER 18" SE`D'ER 1 b" SE'AiER—� VALLEY _ + _ _VALLEY _ 42+50 43+00 k \jU 0`U— Q ^ N - — c9 �--�� — — O g z F- - 1oJa)—�Lu I ITE � `��',� 0 \o �'�� m��`�. ; .• n!�� LU LU w 1 0 s m 5 0 -If w_ _►n-- _ �r mcL- (v 4 -� _�-m o + o O� j,o �p o F- APN 0234-21 1-23 N z w 'T z_ U J N APN 0234-21 1-30 nz� o� �m °L `t OU + \ 'T Q�� �� I ►LI �Z O� Qpll +>x -F- �.• Q F-wwp\� U QLn0 o_ N u� — oC �t Z 5 Q �.6j /Q `3�J 8 pct) Cl m w � N ILQ�� ►-z m �- o -wo to m-�_� /[ w I J \ �\Wc\j N J1�� oC O O ASIDEWALK EASEMENT PER SEPARATE DOCUMENT 8 `r m z � Biu P.LJ LU CONSTRUCTION NOTES O9 REMOVE RECONFIGURE IRRIGATION INSIDE PARKWAY � O �? U J PAVING LEGEND OI INSTALL MIN. G.5" AC OVER 12" MIN. OF 95 0 INSTALL 8" CURB * GUTTER PER CITY OF FONTANA STD. 1000 O+ O0 0 w m COMPACTED NATIVE PER CITY STD. 401 o o-/ N - I I INSTALL SIDEWALK PER CITY OF FONTANA STD. I OOG P. Z w 0 COLD PLANE * OVERLAY (0. I MIN.) PER DETAIL, SHEET 1 O Q m AC PAVING 1 REMOVE EXISTING CURB �- - O 0 SAWCUT EXISTING PAVEMENT 0 U cry 'u5 � �+ � � F- 1 REMOVE EXISTING WROUGHT IRON FENCE 1 ® REMOVE EXISTING AC PAVEMENT It U COLD PLANE t OVERLAY 0 INSTALL COMMERCIAL DRIVEWAY APPROACH (9EXISTING IRRIGATION CONTROL VALVE COVER ADJUST TO GRADE (3 ADJUST EXISTING WATER VALVE TO GRADE Q Z 0 � j PER CITY STD. 1002 (W=40') EXISTING IRRIGATION CONTROL VALVE PROTECT IN PLACE ® INSTALL 22,000 LUMEN STREET LIGHT PER CITY OF FONTANA STD. 404 Lu © REMOVE EXISTING CURB t GUTTER 0 EXISTING STREET TREE PROTECT IN PLACE G REMOVE EXISTING PCC DRIVEWAY APPROACH r' REMO,VAL 0 REMOVE EXISTING PCC SIDEWALK ® REMOVE EXISTING STREET TREE �� w/ 7A7i T�N f� SHOULD CONSTRUCT PCC PAVING ' SCALE: 1 "=20' EXISTING PCC PAVING 0 20 40 GO 43+50 44+00 44+50 45+00 LEGEND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BSL BUILDING SETBACK LINE CF CURB FACE CG CENTER -GRADE OF PIPE CSP CORRUGATED STEEL PIPE EC END OF CURVE ECR END OF CURVE RETURN EP EDGE OF PAVEMENT FF FINISH FLOOR FG FINISH GRADE FL FLOWLINE ELEVATION IF LG FLANGED FS FINISHED SURFACE GB GRADE BREAK HDC HIGH DEFLECTION COUPLING HMA HOT MIX ASPHALT INV PIPE INVERT ELEVATION MH MANHOLE MJ MECHANICAL JOINT PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE PP POWER POLE RIM MANHOLE RIM ELEVATION R/W RIGHT-OF-WAY SEP SEPARATE SD STORM DRAIN LINE STD STANDARD ST IMP STREET IMPROVEMENT TB TOP OF BERM TC TOP OF CURB TF TOP OF FOOTING TR TOP OF RETAINING TW TOP OF WALL VC VERTICAL CURVE WC GATE VALVE X.XX PROPOSED ELEVATION (X.XX) EXISTING ELEVATION [X.XX] FUTURE ELEVATION . TEL W 4" WATER �1 2" GAS �O. F' C.� N G EIA, — 18" — " SEWERSE 18" 1ti'ER � 18 , . ER kR _ CONSTRUCTION o � 15.0' kRD _ _ _ (SURVEY) _ �a • _ i0 U� J \� DcfX 12" NATE 12" WATER 12" WATER -�� 10" WATER,- 53. ATER83. 51 EXISTING 8" \ C-1 IRB t GUTTER CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: AS SHOWN DATE: 9/21/15 DRAWING NO.: 2 4921 2 145GOIDW L J jm 6? z L AlI IIVV NVV Np�J moo �t X00 ow ►nz't :iv U 21 1-31 +cz 0t° mw� �Nz m � U 'tl 't �oCz Q �z� �Z,� - <zz- Ln O �� IL - z w <1O cn w P: � C CURVE DATA 0 0= 4001 1'20" © 0= 900001 R= 21.48' R= 7.50' L= 41.19' L= 1 1.781 T= 58.72' T= 7.50' © 0= 4001 1'20" QD 0= 8905022" R= 21.48' R= 7.50' L= 41.19' L= 1 1.77' T= 58.72' T= 7.50' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: AS SHOWN DATE: 9/21/15 DRAWING NO.: 2 4921 2 145GOIDW