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HomeMy WebLinkAbout5477-2PROFILE SCALE VERT: 1 in = 2 ft HORZ: 1 in = 20 ft CONSTRUCTION NOTES: _ m IC3 8+00 1XISTINi PROEIL 9+00 .T� -(--U, 36' �.. ...._, _ ___ ........_........ .,._.......,. .,. .,_ i ..._.._....�.� Lcd i �— � Q CU 110 U In �_ ...li . _ _ _......_... .,_ - - _ _ /) , 100,i IQ J� cc ` � 7 - _. �� H'� f n^. ��_ _._ �. _ -� _ ._._ 77 _ 0 10 20 40 60 \ \ \ \\ moo\ O� \ �"-�- \\ SCALE.- 1 "=20' �� \ 01\ \\ 1 16) X00 -- - RIGHT OF WAY -- -_� Qc) \ \\ EDGE OF PAVING / cy) 5.74) TP (6.95) TP ,� (6.59) TP (7.30) TP` N00' 12'30 "W' 9+00 _ _... LEMON STREET � saw -cur LINED \ 1�6� �1. 12% �0 (6. �0)FLC 1p 10x 0 .. T . — E — — — W _ _. __ ..__._ W _ ._.._ - .. _. _ 7 _ _ ... _ _:: ... Ac- � �EX. CUR-_B17GUTTER 4 EX(i P• \ \ EX. SIDEWALKa 3 10 PP 10 RIGHT OF WAY �t (y) EW LOCATION $. 18TC/7.5 4104\ \ o, I oJOIN DWG \ \ ° � I CURB RE7UM+ I it G�1 \ \\\ x. \ Z R= 35' I + �p 1 �� O �\ TREE CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD, NO. 1002, W= 14' I L=28.50 T= 15.09' 2� CONSTRUCT 6" P.C.C. CURB AND GUTTER PER CITY STD. N0. 1000 = 46'39 '00 " 3 CONSTRUCT 5' WIDE SIDEWALK PER CITY STANDARD NO. 1006 Q 9j EXlst: CONSTRUCT 4" A.C. MIN. OVER 12" MIN. OF 95% COMPACTED NAT/VE SUBGRADE PER CITY STD.. 400 W �D-RIVEWAY� N ` l EXIST. Q SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING \00 GRIND AND OVERLAY A.C. PER DETAIL ON SHEET 1 � RELOCATE EXISTING "STOP" SIGN AND STREET NAME SIGN `� ``f \\ ® PROTECT IN-PLACE EXISTING POWER POLE _ _ Q\ � APN 0193 021 21 cl-APN• 0193-021-22 Ot @) PROTECT IN-PLACE EXISTING MAIL BOX Ot CL REMOVE EXISTING CHAIN LINK FENCE 1 1 CONSTRUCT 6'f A.C. DIKE PER CITY STD. NO. 1007` \ \ Q ADJUST WATER METER TO GRADE Oft \ 1 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY STANDARD N0. 1004 REMOVE EXISTING BOLLARDS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o CALL:TOLL FREE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �c f I 1-800 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 1 227-2600 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND TWO WORKING DAYS BEFORE YOU DIG STANDARDS IN EFFECT. 10+00 11+00 I C.L. tn m 1,6 STA, 9+52. 40 v C.L. m un 116 STA. 9+24. 69 cu v I W Z J ao U V' O �,D O cu rev O m cil 0 ID m I'D N 0 N 1,6 CROSS-SECTION N O m 0 s S=2, 0% S=2. 0% CD O N VERT: 1 in = 2 ft HORZ: 1 in = 4 ft BENCH MARK: j DESCRIPTION: DESCRIPTION: CITY BENCH MARK NO. 9 "X" IN THE SIGNAL BASE POST AT S.W. COR. CITRUS AVE. AND FONTANA AVE. " BASIS OF BEARINGS IS THE CENTERLINE OF FONTANA AVENUE ELEVATION = 1195.43 BEING N4626'30'E PER M.B. 25/5 Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA HENRY C. POOUIZ STREET IMPROVEMENT PLAN OFESS/� <3 c q`� HP ENGINEERING, INC. 1465 CRESTVIEW ROAD DRAWN BY: SCALE: w No. 37037 m REDi35 DS,23 A. X9) CADD LEMON STREET AS SHOWN (909) 335 23 FAX (909) 335-9940 F 33 DESIGNED HCP BY: DATE: 5/23/16 * Exp. 6-30-16 * 1 9003 LEMON STREET., APN: 0193-021-22 CF CALF DATE: G CJ CHECKED BY: AP ED .6 DRAWING No. HENRY C. POQUIZ, 37037 HCP 5477 �/2 R.C.E. 51152DATE: