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HomeMy WebLinkAbout2918-17to D AMU [4.7h'] -11 . 43�rr ON C7RV n u� d - Ki N O V) 0+20 B44- .675 N H I? U) �x M LLI z_ w 3 I Al 0+40 0+60 0+80 1+00 1+20 1+40 1+60 -10 LLI -p l \ O D X w _ X D x x _ (f) ?(�( x = O Q X 364. 3 P cq7-1 361.4 FL4 B r` r' N x o \ 00 d' N u o tM �' E - u N 17+ J m©mo®e=r=aaE emeses vw m m u z m O 364. 0 �- �N� �- W 0000 �a ? �.- 1-: 0 CD of 361. G ia u7 M EX��T. 7� CP � � rn rno cn 0 � N z r, c _ cfl n ori D CA 0 0 �l N3 Underground Service Alert FORE ' Call: TOLL FREE �Pv OGS 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG • a a � 1 fQ��� yc • E �. • TC :•11 FL i•L' i�FL • • REFERENCE PLANS X X23'29"W - 9:D-1+60 EXIST. MEDIAN C/L MULLBERRY AVE. SCALE HORIZ. 1:500m VERT. 1:50m CURVE AND LINE DATA TABLE DIST COUNTY ROUTE 08 SBd 66 KILOMETER POST SHEEP TOTAL TOTAL PROJECT No SHEETS 17e49/19e84, etric CONSTRUCTION NOTES &-CONSTRUCT 0.195m [7.7'x] AC OVER 0.165m [6.5"] AB @-REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1 14 REMOVE EXISTING CURB &GUTTER 18 REMOVE EXISTING PAVEMENT @--SAW CUT EXISTING PAVEMENT @=--CONSTRUCT CURB TYPE Al -150 PER CALTRANS STANDARD PLAN N0. A87 @-RELOCATE EXISTING SIGN. 34 CONSTRUCT 300 mm (12") FULL DEPTH AC PAVEMENT. &-ADJUST TO GRADE EXISTING MANHOLE. @-L-CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS STANDARD PLAN N0. D72; CURB OPENING L PER PLAN @-CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78 (54 -CONSTRUCT 460mm [18"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD &--REMOVE AND DISPOSE EXISTING TREES @-��-CONSTRUCT RIVER ROCK MEDIAN FINISH PER CIN OF FONTANA STANDARD DETAIL N0. 145 @-CONST. J.S. PIPE TO PIPE PER APWA STD. PLAN Q � N0. 332-1 O A/BEARING R L T OA 09'58'26" 51.800m [169.95'] 9.017m [29.58'] 4.520m [14.83'] © 180'00'00" 0.457m [1.50'] 1.436m [4.71'] - © N00 -29'14"W - 29.039m [95.27'] - OD NO2-15'58"W - 30.015m [98.47'] - OE N12 -14'24"W - 9.317m [30.57] - O NO2-15'58"W - 62.033m [203.52'] - © N00051'30"W - 17.316m [56.81'] - mmm mmmmm N H I? U) �x M LLI z_ w 3 I Al 0+40 0+60 0+80 1+00 1+20 1+40 1+60 -10 LLI -p l \ O D X w _ X D x x _ (f) ?(�( x = O Q X 364. 3 P cq7-1 361.4 FL4 B r` r' N x o \ 00 d' N u o tM �' E - u N 17+ J m©mo®e=r=aaE emeses vw m m u z m O 364. 0 �- �N� �- W 0000 �a ? �.- 1-: 0 CD of 361. G ia u7 M EX��T. 7� CP � � rn rno cn 0 � N z r, c _ cfl n ori D CA 0 0 �l N3 Underground Service Alert FORE ' Call: TOLL FREE �Pv OGS 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG • a a � 1 fQ��� yc • E �. • TC :•11 FL i•L' i�FL • • REFERENCE PLANS X X23'29"W - 9:D-1+60 EXIST. MEDIAN C/L MULLBERRY AVE. SCALE HORIZ. 1:500m VERT. 1:50m CURVE AND LINE DATA TABLE DIST COUNTY ROUTE 08 SBd 66 KILOMETER POST SHEEP TOTAL TOTAL PROJECT No SHEETS 17e49/19e84, etric CONSTRUCTION NOTES &-CONSTRUCT 0.195m [7.7'x] AC OVER 0.165m [6.5"] AB @-REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1 14 REMOVE EXISTING CURB &GUTTER 18 REMOVE EXISTING PAVEMENT @--SAW CUT EXISTING PAVEMENT @=--CONSTRUCT CURB TYPE Al -150 PER CALTRANS STANDARD PLAN N0. A87 @-RELOCATE EXISTING SIGN. 34 CONSTRUCT 300 mm (12") FULL DEPTH AC PAVEMENT. &-ADJUST TO GRADE EXISTING MANHOLE. @-L-CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS STANDARD PLAN N0. D72; CURB OPENING L PER PLAN @-CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78 (54 -CONSTRUCT 460mm [18"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD &--REMOVE AND DISPOSE EXISTING TREES @-��-CONSTRUCT RIVER ROCK MEDIAN FINISH PER CIN OF FONTANA STANDARD DETAIL N0. 145 @-CONST. J.S. PIPE TO PIPE PER APWA STD. PLAN Q � N0. 332-1 O A/BEARING R L T OA 09'58'26" 51.800m [169.95'] 9.017m [29.58'] 4.520m [14.83'] © 180'00'00" 0.457m [1.50'] 1.436m [4.71'] - © N00 -29'14"W - 29.039m [95.27'] - OD NO2-15'58"W - 30.015m [98.47'] - OE N12 -14'24"W - 9.317m [30.57] - O NO2-15'58"W - 62.033m [203.52'] - © N00051'30"W - 17.316m [56.81'] - IZGEND AC PAVEMENT 1.200m SEE NOTE N C/L MULBERRY AVE. -S rc dmUj .� ® Uj AS 1L au Ar %' o E 7' EXIST. CF v � rn SAWCUT o, O O rn .� 1.524m [118"] r` 365.861 TMH LINE 31 0 � n o 5.00' 0.457m RCP ~ �, `J rim , [ ] M �- NOTE: 0 IX 63 � c° 1. VERIFY EXACT LOCATION OF SMH; �Z EXIST. J.S. N Ln EN N = ADJUST WIDTH OF CURB GAP PER +N o+ FIELD CONDITION 0.914m I 2. APPLY FULL DEPTH AC PAVEMENT GRAPHIC SCALE [3.00'] 0.457m RCP FOR WIDTHS < 0.60m OTHERWISE 0.320m [18"] USE CONSTRUCTION NOTE NO. 6 ( IN METERS ) [1.05'] 10 0 5 10 20 30 40 50 DETAIL 99B99 DETAIL $$A" !!!11� Q N.T.S. N.T.S. 1 :500m NOTE: ALL DEMENSIONS ARR IN N3TZRS UN r SH0WN ' W coo FOR REDUCED PLANS ORIGINAL o 20 40 60 so 0_' SCALE IS IN MILLIMETERS ' ' ' ► EA 317900 0_cp o� co ■■ ■�.1111,111tuan O Q ROF ESS/0 OF FONTCALMORNU E' o mr 9 DRAWN BY SCALE: CU Civil Engineering •Planning •Surveying •Public Works ELIZER M. RUIZ tiz STREET D1PRO S `U 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 w No. 46158 m A.N. AS SHOWN c ExDESIGNED BY FOOTHUBOULEV ROUTE 66 P. 12-31-2006 : / o PREPARED UNDER THE SUPERVISION OF: CIVIL '� P.H.MEDIAN PROFILE, RELOCATE CB �. � � . oz.`r'�s � ����" CHECKED BY DATE:o11Ic' � _ E.M.R. STA• + 1+71.50 0) m CONST. NOTE 63, ADD DETAIL B JOB NO. APPRO �,�,. j$ • p Z ( ? DR. N0. SHT. N0. � m REVISIONS ENGR S. DATE CITY DATE 99089 N ENGINEER RCE #51152 2918 17 OF 45 APPROVAL APPROVAL LELIZER M. RUIZ R. NO. 46158 DATE r, rc dmUj .� ® Uj AS 1L au Ar %' o E 7' EXIST. CF v � rn SAWCUT o, O O rn .� 1.524m [118"] r` 365.861 TMH LINE 31 0 � n o 5.00' 0.457m RCP ~ �, `J rim , [ ] M �- NOTE: 0 IX 63 � c° 1. VERIFY EXACT LOCATION OF SMH; �Z EXIST. J.S. N Ln EN N = ADJUST WIDTH OF CURB GAP PER +N o+ FIELD CONDITION 0.914m I 2. APPLY FULL DEPTH AC PAVEMENT GRAPHIC SCALE [3.00'] 0.457m RCP FOR WIDTHS < 0.60m OTHERWISE 0.320m [18"] USE CONSTRUCTION NOTE NO. 6 ( IN METERS ) [1.05'] 10 0 5 10 20 30 40 50 DETAIL 99B99 DETAIL $$A" !!!11� Q N.T.S. N.T.S. 1 :500m NOTE: ALL DEMENSIONS ARR IN N3TZRS UN r SH0WN ' W coo FOR REDUCED PLANS ORIGINAL o 20 40 60 so 0_' SCALE IS IN MILLIMETERS ' ' ' ► EA 317900 0_cp o� co ■■ ■�.1111,111tuan O Q ROF ESS/0 OF FONTCALMORNU E' o mr 9 DRAWN BY SCALE: CU Civil Engineering •Planning •Surveying •Public Works ELIZER M. RUIZ tiz STREET D1PRO S `U 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 w No. 46158 m A.N. AS SHOWN c ExDESIGNED BY FOOTHUBOULEV ROUTE 66 P. 12-31-2006 : / o PREPARED UNDER THE SUPERVISION OF: CIVIL '� P.H.MEDIAN PROFILE, RELOCATE CB �. � � . oz.`r'�s � ����" CHECKED BY DATE:o11Ic' � _ E.M.R. STA• + 1+71.50 0) m CONST. NOTE 63, ADD DETAIL B JOB NO. APPRO �,�,. j$ • p Z ( ? DR. N0. SHT. N0. � m REVISIONS ENGR S. DATE CITY DATE 99089 N ENGINEER RCE #51152 2918 17 OF 45 APPROVAL APPROVAL LELIZER M. RUIZ R. NO. 46158 DATE r, -��, Ta � , � _ _..-�-silt]