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TANGENT Q 82033'43" 52.00 74.93 45.65 Q 82033'43" 32.00 46.11 28.09 11-11 21°29'50" 57.00 21.39 10.82 0 lQQ 125033'23" 58.00 127.10 112.75 0 89046'50" 52.00 81.48 51.80 0 89046'50" 32.00 50.14 31.88 21029'51" 57.00 21.39 10.82 132°46'31" 58.00 1 134.41 1 132.68 KIVLKWUUll LANL VVw DIAL 0 WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-Ron-997-7Rnn Ir�Hiv 1 = 4u I SCALE IN FEET 40 80 120 160 1UtVU II+UU -I'll, .�,_�T � . .... .. :_,,q_'�_- 12+00 ­_­ � --- _� 1 , _­ - 111.1--11 - � � - - ___ - - - _,�­; -:_:; 11F __111�,":­, � ".-I-1-1 1-1--l-1-1 I --l;---.-,_,- REVISION• •®®� -, 11 - - , , � . . ,k _._. , " ", ,_ ", , � . - I—- - 11 I ".I., _ _ THE NO. LINE OF SEG. 30. TAN., 85039'27" ==== .. . : .,. ,, I .1 -11_ S -.. 22.66 ---- - - I , ,� - - ,­" , , - , - ­­ - I—. I -1 1, I �­ I 1 ��,,� ---- --- � ­ --I I I I . I 1-1 -1 -------- .-„ ,� ­­ ". , __, --I, � - , __ , , I , , �� �r �,_ t , -1 _ ,. - 11, NOTES= U c UNZD I Kuu I 4' A.G. PAVEMENT CMIN.O OVER 12' OF 957. COMPACTED NATIVE MATERIAL CSEE GENERAL NOTES 27 + 28) OZ CONSTRUCT G' P.G.G. CURB + GUTTER PER CITY 5TD. DWG. NO. 1003. CONSTRUCT 4- P.G.G. SIDEWALK PER CITY 5TD. DWG. NO. 1015. 'W' PER PLAN 0 ADJUST MANHOLE FRAME + COVER TO GRADE PER CITY STD. DWG. NO. 109 ® ADJUST VALVE BOX AND COVER TO GRADE PER CITY 5TD. DWG. NO. 130 0 INSTALL STREET LIGHTS CSCE #70 5800 LUMEN HPSV. PER CITY STD. PLAN NO. 1016 (@ CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH C W PER PLAN ) PER CITY STD. DWG. NO. 102. ® REVISION• •®®� DATA RADIUS LEN_/DIST. TANGENT OF CITRUS AVE. AND L05 CEDR05 THE NO. LINE OF SEG. 30. TAN., 85039'27" ==== 25.00 37.38 23.17 - 22.66 ---- 0 37051'49" - 37.67 ---- f°255"43-38" 38.00 169.60 - ---- --m-- Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA ® r �, • , • I.Ilqir ,, . o uggrAimAlaigr.r,m r -m-m I mm m El ®FM OF THE INLAND EMPIRE PERDIDO BAY COURT 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. 3 :, . ,,I 1. I' '_____,-,-_",_ ....., -.... . ... ..,__,�___ ­­, I ­,­­­­;,­ . ... ... ­ I 11� - ­­ ­­ - 11- I -111 I , " , I ,�'ll",�"''I-�-��,1,.�L�',,-,-'_-,.,;�,,�,,o- ­­ , -1 I , � , ­. I—- --1 ''I'll 1-1-11 I—, ­­­­ � --- � ; - ."';___ - ,� " Q DELTA/BEARING DATA RADIUS LEN_/DIST. TANGENT OF CITRUS AVE. AND L05 CEDR05 THE NO. LINE OF SEG. 30. TAN., 85039'27" 25.00 37.38 23.17 0 84022'30" 25.00 36.82 22.66 0 37051'49" 57.00 37.67 19.55 f°255"43-38" 38.00 169.60 r� I: N0.62183 v°i i Exp. 9� i rt�,j RiECORD DRAlkj GTHES5 RECORD DRAWINGS HAVE BEEN PPEPAR7D Ili PART,,OM THE BASIS OF INFORMATION CO,M °'LED AVD ri FURNISHED BYOTHERS. THE ENGINEER WlL NOT CE y RESPONIE' 3s E FOR ANY ERRORS OR OMISSIONS WHBCI°I BENCH MARK: # G15 RAILROAD SPIKE AT INTERSECTION BASIS OF BEARINGS: THE BEARING OF N89'30'OG'E ALONG ; +# " civiL HAVE BEEN INCORPORATED INTO THE DOCUMEidiS ESS I RESULT T fEREOF. I OF CITRUS AVE. AND L05 CEDR05 THE NO. LINE OF SEG. 30. TAN., AVE.. IN POWER POLE NO. 9011E ON THE EAST 51DE OF CITRUS AVE. R.5W.. 5.B.M. PER R.5. 58/5. WAS USED AS THE BASIS OF BEARINGS FOR ELEVATION: 1467.59 THIS PLAN. Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA MoFESSr ILTON/ ,Ny9� Fy OF �IADOLERAND ASSOCIATES, OFFICEED IN THE INC. STREET IMPROVEMENT PLAN -- �o �y OF THE INLAND EMPIRE DRAWN . BY: R TRACT MAP NO. 16094 SCALE: AS SHOWN o ,n 4, Q r rn -�14814 m 9 1 STE91 370 * Exp: 3-3s-o5PHONE RANCHO C CAMONGAT, (909) 948-1311 RIYERWOOD LANE AND ^O DESIGNED BY: sql E.R.F./M.G " PERDIDO BAY COURT DATE: J �zVl� ��� F OF CAL_E O Z Date: O 1' / 0( . CHECKED BY('q, BY:. DRAWING NO. co 111.13./R.G:' Fly l-& � wJ DATE: 13 2855 A `t . MADOLE R.C.E.14814 EXP. -31-05 F 4%, CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 *P* 1-r- &"B" STREET, SHEET 4 - 11 [0, 2311 PF: 16094 604 22 -Aug -01 03: 53 PM / 826-1154-1 DWG. DATE: ____-----_