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HomeMy WebLinkAbout3624-17M" COUNTY OF SAN Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG L-'.,- J r _] X t _ _ 1385,17 385.57 LIL385 OPEN STORAGE X X_ _ ASPH - �1913 _ _ ASPH 384.87 x t----w-----------X------ 46+40 -- CL SR66 46+80 U 4 20 47+60 1;6150 ASP_ H _ ASPH X384.84 x .o EP PER T"ILL BLVD _ FOOTHILL BLVD o 00 384,69PLAN &PROFILE TERSECTION (OLD CL) � _____-____-W-- --°~3 �.a-.-------w-------------.________ro ,_'-___ir__` � ____---------- E94m-Vit-'----w---------------- _W-- ~-- ,_�_�__� ----Re� T 384.20-___ __p_ _ _ __-------------- -! ------ ____- _ _-W_ _ __ _- __w------------Wld----_ -=--- �-�----------- - --W- �384.68 -w-_------_384.18 3133.84__X 383.83SPH X 3134.25A " �r_ _ X X 384. CDNC i 12- ___ .. j 0 X X 384,58 314.65 X 383.75 X X s- r -- o 2 383.64 X X I "384.28 X BRUSH W_"" 7 Hall & Fbroman A Civil Engineering • Planning , Surveying - Pu 420 Exchange, Suite 100 -Irvine, CA 92602 -714 PREPARED UNDER THE SUPERVISION OF: !" REFERENCE PLANS REVISION'S APPROVAL DATE APPR VAL DATE JOH CURT HOGAN R.C, . NO 2622 CURVE DATA TABLE 0 0/BEARING R L T OA 180'00'00" 0.600m [1.97'] 1.885m [6.18'] - ® 9'29'01" 54.500m [178.80'] 9.021m [29.60'] 4.521m [14.83'] © 6'55'47" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62'] 4.422m [14.51'] 2.220m [7.28'] OE 90'07'42" 10.500m [34.45'] 16.517m [54.19'] 10.524m [34.53'] O N 80'42'50"E 9.166m [30.07'] © N 32'58'52"W 6.213m [20.38'] HO N 88.45'20"W 145.024m [475.80'] DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL _ TOTAL PROJECT No SHEETS o 1 .85 m NORTH OF 4 L OR H F L a24 ° 88 SBd 68 1'7.49/21.09 C5 + 0 EE 0.7777oT _ - 7,8 A0 .13% 0.91 % o U *° SEE Z.1 f4 1 ° y tQ- T P F UR SHE T 1 - 0,762% PR PO ED N'L ° U `� • U N C; 0 � 0� o- 00Z etric V, Lo 47% 0.30 % 0.06:57o -C.127% 0.068% 0. ° _. _ - - fesO 0 '- N n - _ H NIU- FU- U r- f- H-tJi U U C H O r- N n to 00 00 PAVEME_ N + 00 ~ (n J W -I N N O O r7 Ln 00 cfl 000 LL_N �t } r' Lr) r7 + cfl •- N CA - N + 00 NO Oho cDN O N t0 1t r7 00 r7 00 a 4- I) 00 to `d r7 00 Q J i w 00 to r7 N N P7 W 00 r7 d d 00 n 06 r7 ;c 0000 r7►`� ton d Op � d Q H -i J i Q I- J "� � J Q Q ro tow w n w AL NG P (n w LON EP AL NG P AL NG P TEC LON RB tow �' W cn�'�' �w Ow W 6.2 3m 24.004-n 2.0 7m 22 004 58.010m STREET CONSTRUCTION NOTES 20 38' 8.75 137. 2' 7 .19' 1 0.3 ' 22.841m 2. 94m 14.5 '] [3'.03'] [14. 1']00 o N 0 U N - - - 1 CONSTRUCT CALTRANS STD. A87 CURB &GUTTER O c0 O o ao r. + `� Q; 0Lnn - - - - - TYPE A2-200. O ,- to run 00 J_ - - ++ �t 000 - __ - �2 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA 00 0000 U) M Q LO Z n 0 - - - - STD. PLAN NO. 1015, SIDEWALKS. 00 - O w m� w N �`' �� w - - - - -' `- 33 -CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP 0.3 8° V) - - .7 - _ - - _ CASE E. STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.). d' - - - -- - - FINISH RADE 5 ID PR PO ED S'L POINTS609 _ - - -- - 00^ 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. °� - - - 00 0� w V)0.31 711 --- -- - -- _ U_ 18 REMOVE EXISTING PAVEMENT _ _ - - - - -- -f - to w 22 REMOVE EXISTING CHAIN LINK FENCE. - ao - - - O Utn I -w N to '`- + J 7 7- U U- O I m w o 1N Q co 00 to w ►-7 �- °' • o ►- U O I- o d d ai SAW CUT EXISTING PAVEMENT O Ov N } _..._. __ N _. O `�' u7 � n r� f -11o + 'n rri t0 � rir�i 00 + 0 O O `R _ _ _ Q -- -� td 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS U) 9 nA It 00 0 00 - ___- STD. PLAN N0. A87. 00 !1�,� rr? 00 d ao J Z Q .. I t� --_- `t)''� d'� �' U i � m w UI- wtn -1 w Q � w a I- � c-�cn w �' � -' w SO 1 TH OF CL 35 CONSTRUCT 250mm [10"] FULL DEPTH AC OVER fn)w Al NI Qto w � _,____ 95% COMPACTED NATIVE SUBGRADE. (A w .0 1 m .166 9 021 ALO G TH CURB 6 ] .0. Q, f I-]-- _ 0,3087, ° 0 ING FI ISH GR DE 0 o 0 NOTE: _XIS � 0 15.8 Om SO TH OF CL + N w SEE SHEET 17A FOR 0fr, 0 , + go r' �, 00 SCALE HORIZ. 1:500m PAVEMENT RELOCATIONS AND REMOVAL PLANS. 4 r7 � 1.0 PC)14- 00Ito P O OS D S LY Q 66 Q m� J VERT. 1.50m SEE SHEET 21 FOR Q TOP OF CURB `� w m �W v) w A�4 A�4 A%4 A/4 w 46+00 47+00 INTERSECTION PAVING PLAN 45+00 16.517m FGA .n$l M" COUNTY OF SAN Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG L-'.,- J r _] X t _ _ 1385,17 385.57 LIL385 OPEN STORAGE X X_ _ ASPH - �1913 _ _ ASPH 384.87 x t----w-----------X------ 46+40 -- CL SR66 46+80 U 4 20 47+60 1;6150 ASP_ H _ ASPH X384.84 x .o EP PER T"ILL BLVD _ FOOTHILL BLVD o 00 384,69PLAN &PROFILE TERSECTION (OLD CL) � _____-____-W-- --°~3 �.a-.-------w-------------.________ro ,_'-___ir__` � ____---------- E94m-Vit-'----w---------------- _W-- ~-- ,_�_�__� ----Re� T 384.20-___ __p_ _ _ __-------------- -! ------ ____- _ _-W_ _ __ _- __w------------Wld----_ -=--- �-�----------- - --W- �384.68 -w-_------_384.18 3133.84__X 383.83SPH X 3134.25A " �r_ _ X X 384. CDNC i 12- ___ .. j 0 X X 384,58 314.65 X 383.75 X X s- r -- o 2 383.64 X X I "384.28 X BRUSH W_"" 7 Hall & Fbroman A Civil Engineering • Planning , Surveying - Pu 420 Exchange, Suite 100 -Irvine, CA 92602 -714 PREPARED UNDER THE SUPERVISION OF: !" REFERENCE PLANS REVISION'S APPROVAL DATE APPR VAL DATE JOH CURT HOGAN R.C, . NO 2622 CURVE DATA TABLE 0 0/BEARING R L T OA 180'00'00" 0.600m [1.97'] 1.885m [6.18'] - ® 9'29'01" 54.500m [178.80'] 9.021m [29.60'] 4.521m [14.83'] © 6'55'47" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62'] 4.422m [14.51'] 2.220m [7.28'] OE 90'07'42" 10.500m [34.45'] 16.517m [54.19'] 10.524m [34.53'] O N 80'42'50"E 9.166m [30.07'] © N 32'58'52"W 6.213m [20.38'] HO N 88.45'20"W 145.024m [475.80'] LEGEND VAR. 2.8m t [9.20'] i /EXIST. FS CONC. SIDEWALK FS GRIND ACP TING -� LIMIT OF I GRINDING --' 135mm AC r- ""-- i [ 5.3"] -' VAR. DEPTH [6 5m, qg AC � I SAW CUT m LINE J 150mm --� 300mm [6"] [1'1 SECTION A N STA 46+15 TO STA. 47+60 I N.T.S. /ROFESS�pN RTy�I\ Inc. � �o ;L blit Works W z a No.26229 � 665-4500 * Exp.3/31/06 G -20- oS DATE 1 :500m NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL o 20 40 60 so SCALE IS IN MILLIMETERS t_ ' �- -1 -J + i i EA 317900 CITY OF FONTANA, CALIFORNIA DRAWN BYSTREET & DRAIN. IMPROVEMENTS scALE: A.N. AS SHOWN DESIGNED BY FOOTHILL BOULEVARD - ROUTE 66 v ` E.M.R. DATE: CHECKED BY STA 45+00 TO HEMLOCK AVE. E.M.R. MAY 2005 JOB NO. APPROVED DR. NO. SHT. NO. 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 17 OF 44 3