Loading...
HomeMy WebLinkAbout3624-10Underground Service Alert Call: TOLL FREE 1-800 22%-2600 TWO WORKING DAYS BEFORE YOU DIG 25+00 FONTANA 26+00 I E 370.91 i 27+00 A.r.W.A. JIANUANU rLAN IVU. JOU-J. 76 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD. NOTE: SEE SHEET 10A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. SEE SHEET 23 FOR INTERSECTION PAVING PLAN CURVE DATA TABLE 0 A/BEARING R L T OA 180'00'00" 0.600m [1.97'] 1.885m [6.18'] - © 07'08'03" 96.500m [316.60'] 12.016m [39.42'] 6.016m [19.74'] © N 00'35'54" W 16.053m [52.67'] �E _ 10.500m [34.45] 16.371m [53.71'] 10.379m [34:05'] OF N 82.15'52"E SCALE: 12.124m [39.78'] BY © N 82'1558"E AS SHOWN; 12.125m [39.78'] DESIGNED HO 12'40'07" 20.00m [65.62'] 4.422m [14.51'] 2.220m [7.28'] CHECKED E.M.R. MAY 2005 E JOB NO. APPROVED DR. NO. SH T. N0, 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 10 OF 44 DIST COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET TOTAL No SHEETS 39 42' 9 .78 39. 2' - 12116m 1 .125 12.016m 0 08 SBd 66 17.49/21.09 POR ION OF 0L [1 Om 4.04] V _ pU oU OH cn O O o ) ` - O O o In o rn+50.0 o o LO w 02 y O O 001 N LO +� O� N� c+p0 tD � �O RO OS D LY N 0 0 o Q, �- �o o + o + N + n 00 L _ OO �+�0 C14- N 1j f C'Sr� N�,� ►� N �J c\1 HJ ME w NI j etric U + r? N M in Cj r -Q � Q -i W aC w 7% -71 °' N Q H M OP OF ME IAN .j W U) w < w 0.3 7%0-082%---- 0.20 % � .216 0 w _ -Ae w -j 0; U m 0.337% 0 -- -- --- - - _ --- -- - - - - -- EX STI G INf H RAE CL W _ - - IDENTICAL ID OINTAL f 7% O 171 STREET CONSTRUCTION NOTES LO O TO 0 MEDIAN -- - - - - - --ry + _ - 0 1M�--CONSTRUCT CALTRANS STD. A87 CURB &GUTTER O 0.35 % 0. 20% _ - - ----- _ __ o U � � � � 5 3% 701 0 0.4 3% _ _ - - - _ - - - - - _ -- C1 U o r. + jr TYPE A2-200. _ _ _ _t__o - -' _ 0 o V �Lo ''- o Oo `� oO XIS IN FI ISH GR DE @ L 0 0 0 `� 2�CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA _ - ____ o 0 0 ,n � + � STD. PLAN N0. 1015, SIDEWALKS. U o O o � 0 O Oo d r, (0 0 00 N + 0 , o+ "� N o NCONSTRUCT CALTRANS STD. NSP A88A CURB RAMP • o t O o N N- + N + N o o N r N a 4.42 m 9. 58m 4.422 22. OOm CASE E. u7 o rn co + rn `fi 6 N o � 'n N o N r N t` ,o Q r� <_ �- '� Q ►- to J w cn w Z (D-SAWCUT 0.30m [1.0'] FROM EXISTING ALONG E C RB a0 Oi �t of N 'n Q ¢ Q r- J cn w~ W U �"� EDGE OF PAVEMENT. -o C5 IT)J N w� w cn w to w tow ,� LOO LOU LO 0 CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF to w w 01 `:J STD. PLAN 1005A. REVISED PER PER DETAIL ON �' m ALONG TH CURB ALONG THE URB TO N + E-� SHEETFONTA2. a + r+ r �o O8 --STREET LIGHT 22,000 LUMENS H.P.S. V. (BY S.C.E.). 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. U ALONG THE URB P� ' N Q • M a � to J - - '�-- E-1 .50., 00a .VC- 6r� .. _1 4. -__ 1.2,Qm Gm._ .._.._____ ._..__ _.___... _ __.. _...._ -- _ __ _ _ _ ___ 0 - [164.0 '] [39 42'] [ 9.78 ] [39. 2'] TO Q CURB w w 61% 5 5% 0 337 XI T. LY 0. 65% _. 0. - 15 CONSTRUCT DRIVEWAY RAMP OP OF CURB - ' 18 REMOVE EXISTING PAVEMENT (0.282%) _ - - - -7t 27 REMOVE STORM DRAIN PLUG o O 1U_ -j - 0.5 4% - �T0 T - U - - - 00 M N U _ �� O ,U o O O 31 SAW CUT EXISTING PAVEMENT o o` 0 00 01__ r- 0 o ^ `n U U U U,`nn O o It Q '`�nm mitTL4 0 000 +, 00 -200 PER CALTRANS -- ' 000 r D (DO) L0N r' o co� N [52.0o'] N 32 CONSTRUCT CURB TYPE Al STANDARD PLAN NO. A87 p co R PO ED S L + + N LO to �M N a LO6 u7� +� TOP OF CUB ,,�- �Q " 01 O o`n N �- Q J Q W �--CONSTRUCT 250mm 10" FULL DEPTH AC OVER 35 [ ] N J Q ��1. m to W U n � M M �, W to w to W 95% COMPACTED NATIVE SUBGRADE. (D <1 W w /2 U m J W J W J J�o W WOW �� " 49 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS (' ``' 0 0 0 STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. _ _ SCALE 1 .371m HORIZ. 1:500m 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78. 3 VERT. 1:50m 59 CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER Underground Service Alert Call: TOLL FREE 1-800 22%-2600 TWO WORKING DAYS BEFORE YOU DIG 25+00 FONTANA 26+00 I E 370.91 i 27+00 A.r.W.A. JIANUANU rLAN IVU. JOU-J. 76 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD. NOTE: SEE SHEET 10A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. SEE SHEET 23 FOR INTERSECTION PAVING PLAN CURVE DATA TABLE 0 A/BEARING R L T OA 180'00'00" 0.600m [1.97'] 1.885m [6.18'] - © 07'08'03" 96.500m [316.60'] 12.016m [39.42'] 6.016m [19.74'] © N 00'35'54" W 16.053m [52.67'] �E 89'20'01" 10.500m [34.45] 16.371m [53.71'] 10.379m [34:05'] OF N 82.15'52"E SCALE: 12.124m [39.78'] BY © N 82'1558"E AS SHOWN; 12.125m [39.78'] DESIGNED HO 12'40'07" 20.00m [65.62'] 4.422m [14.51'] 2.220m [7.28'] � o QROFESS/pV\ Lj Hall Fbreman, Inc. ��'��,cuRr A Civil Engineering • Planning • Surveying - Public Works W m W. No.26229 420 Exchange, Suite 100 • Irvine, CA 92602 •714/665-4500 yt Exp.3/31 /06 PREPARED UNDER THE SUPERVISION OF: tpCI 6 -Zo -0.5 REFERENCE PLANS REVISION° APPROVAL DATE APPROVAL DATE LotCURT HOGA R.C.L-. NO. 26229 DATE LEGE D DRIVEWAY RAMP CONC. SIDEWALK N I GRAPHIC SCALE ( IN METERS) r r^j 10 0 5 10 20 30 40 50 00 <. rn rn 14 1 :500m i tr, NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. r FOR REDUCED PLANS ORIGINAL o 20 40 110ao EA 317900 "a c SCALE IS IN MILLIMETERS ' ' i i ='s CITY OF FONTANA, CALIFORNIA W x 'j- DRAWN BY STREET & DRAIN. IMPROVEMENTS SCALE: A.N.,r BY FOOTHILL BOULEVARD - ROUTE 66 AS SHOWN; rn h DESIGNED E.M.R. BY STA. 24+50 TO STA. 27+50 DATE: CHECKED E.M.R. MAY 2005 E JOB NO. APPROVED DR. NO. SH T. N0, 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 10 OF 44 14