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HomeMy WebLinkAbout3065-673 su mrr ~i I 6 Lj I �I I � . S Q � ;F Q � y <OfI w sl O + ON / + Ln/ _ �n `-' w ru o 00 Z I D N 00°27'22'1 W It I 74 75 1-00 N - Ln PROP. R W 100 j V) wO 1- i x �m� zw z I 1 �of wn: �o DO 0 I I ti II +4 �� w� i v m ��wN Lnw II I II + o SII I II � CONSTRUCTION NOTES Q CONSTRUCT 7 3/4" (MIN.) AC PAVEMENT OVER 12' COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28). Q CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.125 FT. (MIN.). © RELOCATE OR REMOVE POWER POLE & OR GUY WIRE BY S.C.E. 90 REMOVE TRAFFIC SIGN. ® CONSTRUCT BUS TURNOUT PER CITY STD. DWG. NO. 1014. © GRIND PAVEMENT AS 'REQUIRED (SEE NOTE * TYPICAL SECTION SHEET 1). (D SAWCUT & REMOVE EXISTING AC PAVEMENT. ® RELOCATE AS NOTED. ® ADJUST MANHOLE COVER TO GRADE © ADJUST VALVE BOX COVER TO GRADE. ® PROTECT IN PLACE. 91 67rrd- 71 m 53+27.37 CL. C.B. TOLL FREE ®1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -40'- - V E=R T= 1----4' 77 78 PLAN 1"= 40' 79 rn Cy) Lo }o.rnrn pori 0 o U +'`? cD SCALE: 1 " = 40' U 0 10 20 30 40 60 80 120 J -H N i1 W="/-1 ' V-:)_:) al w z_ O - �n N KWD W w� A . --- F CURB OPENING - - - - -_ E c CATCHBASIN (S) W Q W�z0 CURB POINT A 45u 7)) a,\ --POINT B POINT C I G ��GHT GSE BOG R1pGE ' POINT E _POINT F A —DIRECTION OF FLOW PLAN_ NK .D Z 0 U POINT B POINT C. POINT A FLOW LINE 'PROFILE CASE A "-' N L WD L W C-wx a' CURB OPENING - - E wo CATCH BASINE Ax w3z(=.7• . CURB POINT A OINT B S, POINT C �,Cy ��[,e POINT E - v POINT F EXIST. PVMT r-- - --�- 78 EXIST. EP 9 80 81 82 83 7 01 W 784-23 P -t= — — — — — — — — BEARING LENGTH 1 N 19°59' 13" W 78.30' PUBUC WORKS STANDARDS INC.,r GREeNBoo� MMm>;E POINT D - RECORD DRAWING. L=-146-52 GUTTER j REV' IM SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION B POINT G W U a DIRECTION OF FLOW RCE 62183 EXP. 9-30-05 - zo L 1 -7-4 CITY ENGINEER R.C.E. 51152 DATE _. L _ - - POINT D . FLOW UNE •-r• N---�•I M Qa. 16-7-2 - - U=T- -U - - o-— S=P _ � = 167 _ _ , - C) "cn _ ..n `C) -EXIST=SURFAC--E^ - _678 -_ — i 7-B` �f — --1- - — - J^� OQ�o Ls - =ED AST=T=C _ QO — - - X1ST-SURF'�.C- 3 D - - —BAST=EP- — — _ �W T -APER 73 su mrr ~i I 6 Lj I �I I � . S Q � ;F Q � y <OfI w sl O + ON / + Ln/ _ �n `-' w ru o 00 Z I D N 00°27'22'1 W It I 74 75 1-00 N - Ln PROP. R W 100 j V) wO 1- i x �m� zw z I 1 �of wn: �o DO 0 I I ti II +4 �� w� i v m ��wN Lnw II I II + o SII I II � CONSTRUCTION NOTES Q CONSTRUCT 7 3/4" (MIN.) AC PAVEMENT OVER 12' COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28). Q CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.125 FT. (MIN.). © RELOCATE OR REMOVE POWER POLE & OR GUY WIRE BY S.C.E. 90 REMOVE TRAFFIC SIGN. ® CONSTRUCT BUS TURNOUT PER CITY STD. DWG. NO. 1014. © GRIND PAVEMENT AS 'REQUIRED (SEE NOTE * TYPICAL SECTION SHEET 1). (D SAWCUT & REMOVE EXISTING AC PAVEMENT. ® RELOCATE AS NOTED. ® ADJUST MANHOLE COVER TO GRADE © ADJUST VALVE BOX COVER TO GRADE. ® PROTECT IN PLACE. 91 67rrd- 71 m 53+27.37 CL. C.B. TOLL FREE ®1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -40'- - V E=R T= 1----4' 77 78 PLAN 1"= 40' 79 rn Cy) Lo }o.rnrn pori 0 o U +'`? cD SCALE: 1 " = 40' U 0 10 20 30 40 60 80 120 J -H N i1 W="/-1 ' V-:)_:) al w z_ O - �n N KWD W w� A . --- F CURB OPENING - - - - -_ E c CATCHBASIN (S) W Q W�z0 CURB POINT A 45u 7)) a,\ --POINT B POINT C I G ��GHT GSE BOG R1pGE ' POINT E _POINT F A —DIRECTION OF FLOW PLAN_ NK .D Z 0 U POINT B POINT C. POINT A FLOW LINE 'PROFILE CASE A "-' N L WD L W C-wx a' CURB OPENING - - E wo CATCH BASINE Ax w3z(=.7• . CURB POINT A OINT B S, POINT C �,Cy ��[,e POINT E - v POINT F EXIST. PVMT r-- - --�- 78 EXIST. EP 9 80 81 82 83 7 01 W 784-23 P -t= — — — — — — — — BEARING LENGTH 1 N 19°59' 13" W 78.30' PUBUC WORKS STANDARDS INC.,r GREeNBoo� MMm>;E POINT D & 1 RECORD DRAWING. n d �Z J w O ♦- U �U Q z �- UJ o d- - + Z0 ECO DRA3AMNLbor" 00 �w a.� THESE RECCP-.D DRAVPN 35 HAVE CE€: 7 11-PAFlED, W PART ON TH7 OF . -- ,�.P ILED ND LEGEND AC PAVEMENT F -i REVISION DESCRIPTION LOCAL DEPRESSIONS' STANDARD PLAN PUBUC WORKS STANDARDS INC.,r GREeNBoo� MMm>;E POINT D & 1 RECORD DRAWING. ..CATCH GUTTER j REV' IM SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION B POINT G W U a DIRECTION OF FLOW RCE 62183 EXP. 9-30-05 - zo L N CITY ENGINEER R.C.E. 51152 DATE _. L POINT D . FLOW UNE •-r• N---�•I n d �Z J w O ♦- U �U Q z �- UJ o d- - + Z0 ECO DRA3AMNLbor" 00 �w a.� THESE RECCP-.D DRAVPN 35 HAVE CE€: 7 11-PAFlED, W PART ON TH7 OF . -- ,�.P ILED ND LEGEND AC PAVEMENT F -i CURB INT D & GUTTER] u¢. ¢ DIRECTION OF FLOW �2L: L `--POINT G a -+--DIRECTION OF FLOW � °a � m Z U o N L Wp L N Z U 7 I POINT A POINT B POINT C FLOW LINE PROFILE fLo� CASE B 25 m IT * (1°) 150 mm (67 25 mm (10) 150 mm (6•) M M 450 mm VAR. (1.51 50 mm VAR. CURB RIDGE I I FACE + H • a E : .� • VALLEY .Q . a E �`* a • D' �•a I I D o �" Q • � a• Q•4 _a �" G . p• SECTION A -A SECTION' B- B INT D UNE 25 mm (10) 1 SECTION C -C • - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CURB 1 LOCAL DEPRESSIONS' STANDARD PLAN PUBUC WORKS STANDARDS INC.,r GREeNBoo� MMm>;E POINT D & 1 fi ..CATCH GUTTER j REV' IM SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION B POINT G W U a DIRECTION OF FLOW RCE 62183 EXP. 9-30-05 - zo L N CITY ENGINEER R.C.E. 51152 DATE _. L POINT D . FLOW UNE •-r• N---�•I CURB INT D & GUTTER] u¢. ¢ DIRECTION OF FLOW �2L: L `--POINT G a -+--DIRECTION OF FLOW � °a � m Z U o N L Wp L N Z U 7 I POINT A POINT B POINT C FLOW LINE PROFILE fLo� CASE B 25 m IT * (1°) 150 mm (67 25 mm (10) 150 mm (6•) M M 450 mm VAR. (1.51 50 mm VAR. CURB RIDGE I I FACE + H • a E : .� • VALLEY .Q . a E �`* a • D' �•a I I D o �" Q • � a• Q•4 _a �" G . p• SECTION A -A SECTION' B- B INT D UNE 25 mm (10) 1 SECTION C -C • - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS' STANDARD PLAN PUBUC WORKS STANDARDS INC.,r GREeNBoo� MMm>;E AT BASINS METRIC 313-1 Prepared Under The Supervision Of ..CATCH DATE: AMAY 2003 REV' IM SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTE: 1. ALL EXPOSED EDGES SHALL BE ,ROUNDED- TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS, A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS. B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO ,PAVEMENT REMODELING - IS INDICATED, THE ELEVATION OF THE. OUTER EDGE OF THE LOCAL :DEP)tESSION'* SHALL *MEIET THE- FINISHED STREET SURFACE. 4. IN NEW STREETS,:-(jR IN EXISTING STREETS -'WHERE .{PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVAI TIONS -AT POINTS A AND. -D, RESPECTIVELY. -- THE ELEVATIONS OF POINTS P AND R SHAWBE SET HZ HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. - THE ELEVATION OF POINT S SHALL BE SET Hz ­HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO. -,GUTTER ADJACENT TO - THE LOCAL' DEPRESSION, THE ELEVATION OF Y_GmT- E SHALL BE SET HS HIGHERi THAN THE 'ELEVAT16N AT THE. NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H=4" . H1 NOTED ON .THE PROJECT PLANS. H, =2 3/8" H2 = NOTED ON .-THE PROJECT 'PLANS. H3 - NOTED ON THE PR6JECT PLANS. G a 600- mm 12 Feet) K a 1.5 m (5 Feet) L 1.8 m (6` Feet) M = 1.2 m (4' Feet) N = 1.5 m (5 Feet) Wei - CATCH BASIN W FOR ONE. CATCH BASIN OR -DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSIOI SHALL- BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN • FOR METRIC- AND :ENGLISH.*, UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR -CONSTRUCTION SHALL BE ENGLISH VALUES.. :. 7 AMERICAN --PUBLIC WIIORK:S ASSOCIATION"-•'9OU'-11ERN: CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 - LOCALDE A? -"CATCH''-BASINS-- AV NUSEC. �� GRIND - % ,j SHEET 4 OF 4 REM OVAL L� �_ BENCH MARK:# 615 BASIS OF BEARINGS: AV NUSEC. �� GRIND - % ,j 36'E RAILROAD SPIKE AT INTERSECTION ALONG THE THE ING OF NORTTH LINE OF OF CITRUS AVE. AND LOS CEDROS AVE,, IN POWER POLE NO, 9011E ❑N 30, T. 1 N., R. 5 W., S.B.M. PER R.S. THE EAST SIDE OF CITRUS AVE. 58/5, WAS USED AS THE BASIS OF ELEVATION: 1467.59 BEARINGS FOR THIS PLAN. SCALE: AS SHOWN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of DATE: AMAY 2003 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 QE PREPARED IN THE OFFICE OF O�-�N�MASF� MADOLE AND ASSOCIATES, INC. Q No, 62183 N 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 Expi 9-30-05 ,� PHONE (909) 948-1311 ITF cIVI\' O��ti� to f •- 03. OFCALZF DRAWN BY.M.N.S. DESIGNED BY: M.N.S. CHECKED BY: RCE 62183 EXP. 9-30-05 - =[ CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN ' w SIERRA AVENUE SCALE: AS SHOWN z Lj FROM 100' N/ TO 940' N/0 SUMMIT AV. DATE: AMAY 2003 APPRO BY: i ' ° - � DRAWING NO.: W - 3065 Q 0 CITY ENGINEER R.C.E. 51152 DATE JA661-1404\streets\D-D6.dwa. Plot. 05/20/2003 09:47:18 AM. fs