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HomeMy WebLinkAbout4857-2BENCHMARK: CITY OF FONTANA BM #624 TOP OF FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF CARTER AVENUE AND COOPER AVENUE ELEVATION= 1538.62 BASIS OF BEARINGS: N 00'04'00"W ALONG COOPER AVE TRACK NO. 2177, MAP BOOK 31/51, CITY OF FONTANA STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY CURTIS AVE 1554 1552 1550 1548 1546 1544 1554 1552 1550 1548 1546 1544 1554 1552 1550 1548 1546 1544 STREET IMPROVEMENT PLAN 6214 COOPER AVE CITY OF FONTANA FUTURE CURB GUTTER PROPOSED CURB GUTTER CURB GUTTER UNDER CONSTRUCTION PER DRAWING 4808 oh` ao oi� 5+50 6+00 6+50 7+00 7+50 PROF/LE - TOP OF CURB R 8+00 HORZ: 1 " = 20' VERT: 1 " = 4' 8+50 I� w 1554 1552 1550 1548 1546 1544 9+00 CONSTRUCT 6" CONCRETE CURB AND 18" STREET PROJECT SITE: - 6+38.1 22 6214 COOPER AVE(1544.62) 165 SF PER CITY OF FONTANA STD NO. 1002 FONTANA, CA _ M ESP OVER 12" MIN. OF 95% COMPACTED NATIVE. LL_ 00+ o ULO CARTER AVE o an , � � � w a � `amu (7s Q> w m `O Q J WSJ 34 SF a - Q 1 TREE ® x Y U CD o to m N W O ^ + nn 00 O O EXISTING POWER POLE TO BE PROTECTED IN PLACE 1 LO Ln _T 290 SF 11 0.10' THICK AC OVERLAY 765 SF � w00 I POFILE OF B. NI + ~ n 00Q ¢ LO ul 114- AL 00 I ,o �- �-- ci + 00 In N V)Coon) .- $� �— cn 3 O N N + O U N + 00 �_ U o O + O N � � + In + 00 o % `o + O C6 ¢ co LO 3' 6� v + .- a 02q ----------- ----- -" 0, PROFILE OF TO OF 1 URB cn UL) O ui cn T_ c -- ------ . xr 18 FT WES1 SIDE OF ST EET `O cq3��\-PRdFILE to ROFILE OF P OF CURB to O 0 EXISTING EDGE 8% LO -- 3.0 q LO ACW �° r OF 'PAVEMENT 9 FROM1I o _ �- 2.147o 2'-1—� ISTIN ET FUTURE TOP OF URB -LAIT,rrERLiN , O —S DE - I AT f8 EST tDE ELATE LINE OF TRE OF ISTREET 5+50 6+00 6+50 7+00 7+50 PROF/LE - TOP OF CURB R 8+00 HORZ: 1 " = 20' VERT: 1 " = 4' 8+50 I� w 1554 1552 1550 1548 1546 1544 9+00 5+50 6+00 6+50 7+00 7+50 8+00 PROF/LE - EX/ST/NG EDGE OF PAVEMENT HORZ: 1 " = 20' VERT: 1 " = 4' 8+50 r_vw 9+00 CONSTRUCT 6" CONCRETE CURB AND 18" STREET PROJECT SITE: - 6+38.1 22 6214 COOPER AVE(1544.62) 165 SF PER CITY OF FONTANA STD NO. 1002 FONTANA, CA _ M ESP OVER 12" MIN. OF 95% COMPACTED NATIVE. I 0 o ULO CARTER AVE o an +rw% U � � � w a � `amu (7s Q> w m `O Q J WSJ 34 SF a - Q 1 TREE ® x Y U CD i 00 \ / N W O ^ + nn 00 O O9 EXISTING POWER POLE TO BE PROTECTED IN PLACE 1 LO Ln _T 290 SF 11 0.10' THICK AC OVERLAY 765 SF w00 UT 00 I O1. oo Q; I n 00Q I V) ul 114- AL w LL In M N cy tet- < InLn $� �— cn 3 O N + U O + O N � � 00 o % `o o + O C6 ¢ co LO 3' 6� v 0, cn UL) . cn `O cq3��\-PRdFILE to Q 0 EXISTING EDGE LO �° OF 'PAVEMENT 9 FROM1I o _ �- 2.147o 2'-1—� ISTIN ET -LAIT,rrERLiN , O —S DE - I ELATE LINE OF TRE l 5+50 6+00 6+50 7+00 7+50 8+00 PROF/LE - EX/ST/NG EDGE OF PAVEMENT HORZ: 1 " = 20' VERT: 1 " = 4' 8+50 r_vw 9+00 5+50 6+00 6+50 7+00 7+50 PROF/LE - EX/ST/NG CENTER LINE OF STREET APN : 0226-181-18 LOT 69 (VACANT) CONSTRUCT 6" CONCRETE CURB AND 18" STREET PROJECT SITE: - 6+38.1 22 6214 COOPER AVE(1544.62) 165 SF PER CITY OF FONTANA STD NO. 1002 FONTANA, CA _ M ESP OVER 12" MIN. OF 95% COMPACTED NATIVE. I 0 O ULO CARTER AVE o +rw% U � � � w a � `amu (7s Q> w m `O Q J WSJ 34 SF a - Q 1 TREE ® x Y U U i 00 \ / J + nn .��• O9 EXISTING POWER POLE TO BE PROTECTED IN PLACE 1 LO Ln _T 290 SF 11 0.10' THICK AC OVERLAY 765 SF UT 00 lO n 00Q ul 114- AL U N + cn 3 U O + O N � � U + O co inui v cn o . cn LO 'ROFILE OF o _ �- ISTIN ET ELATE LINE 5+50 6+00 6+50 7+00 7+50 PROF/LE - EX/ST/NG CENTER LINE OF STREET APN : 0226-181-18 LOT 69 (VACANT) HW210 VICINITYMAP SCALE: N.T.S. J 8+00 8+50 9+00 HORZ: 1 " = 20' VERT: 1 " = 4' -181-24 Z� 00 I L (E) 6„ 1 Z> OV o O GURB & OV o � I � GUTTER O STREET IMPROVEMENT PLAN SCALE: 1 " = 20' MiP16" 0 5 10 15 20 40 60 CURB & GUTTER PER DRAWING 4808 1554 1552 1550 1548 1546 1544 1554 1552 1550 1548 1546 1544 CONSTRUCT/ON NOTESAF QUANT/TY O CONSTRUCT 6" CONCRETE CURB AND 18" STREET PROJECT SITE: - 6+38.1 22 6214 COOPER AVE(1544.62) 165 SF PER CITY OF FONTANA STD NO. 1002 FONTANA, CA _ M ESP OVER 12" MIN. OF 95% COMPACTED NATIVE. I 0 6+38.1 � 50 211 SF CARTER AVE o OF CITY ENGINEER, SEE DETAIL B ON SHEET 1. SAW CUT LENGTH a w a � `amu (7s Q> w m `O Q J WSJ 34 SF a - Q 1 TREE ® x Y U U i 00 \ / HW210 VICINITYMAP SCALE: N.T.S. J 8+00 8+50 9+00 HORZ: 1 " = 20' VERT: 1 " = 4' -181-24 Z� 00 I L (E) 6„ 1 Z> OV o O GURB & OV o � I � GUTTER O STREET IMPROVEMENT PLAN SCALE: 1 " = 20' MiP16" 0 5 10 15 20 40 60 CURB & GUTTER PER DRAWING 4808 1554 1552 1550 1548 1546 1544 1554 1552 1550 1548 1546 1544 CONSTRUCT/ON NOTESAF QUANT/TY O CONSTRUCT 6" CONCRETE CURB AND 18" STREET 63.5 LF GUTTER PER CITY OF FONTANA STD NO. 1003 22 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH 165 SF PER CITY OF FONTANA STD NO. 1002 O3 CONSTRUCT RESIDENTIAL 44" MIN. AC PAVEMENT 1079 SF (28.3 TONS) OVER 12" MIN. OF 95% COMPACTED NATIVE. ® SAW CUT AND REMOVE EXISTING AC PAVEMENT, OR AS 211 SF REQUIRED FOR TIE-IN NEW PAVEMENT TO THE SATISFACTION OF CITY ENGINEER, SEE DETAIL B ON SHEET 1. SAW CUT LENGTH 153 LF O5 CONSTRUCT 4" THICK, 5' WIDE CONCRETE SIDEWALK 233 SF PER CITY STANDARD PLAN NO. 1006 © REMOVE EXISTING CONCRETE DRIVEWAY 34 SF ® REMOVE EXISITNG TREE 1 TREE ® PLANT NEW TREES ON PARKWAY AS REQUIRED BY CITY 2 TREES ® EXISTING WATER METER IN LANDSCAPE PARKWAY TO BE LOWERED BY 0.27ft 1 EXISTING ELEVATION OF TOP -OF METER COVER AT 1548.89. NEW ELEVATION OF TOP OF METER COVER AT 1548.62 O9 EXISTING POWER POLE TO BE PROTECTED IN PLACE 1 10 PARKWAY, LANDSCAPE AS REQUIRED BY CITY. 290 SF 11 0.10' THICK AC OVERLAY 765 SF wW LO Q 001( 00 Z D I0