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HomeMy WebLinkAbout2838-31 - I I LO - -------- - oc tet- acv c R• O € Is S U R FA -€ NT f } - - - - ----; - - - - - - - - - - - -- -- - -_ _ _ -- -- - W - -- - i - - - - -` - ---- - -- - - -- -- -- __ - ..... -- _ _ _ _ _ - - - -- - -ui- - 1 ---- s 0 - o s _ _ U) W 0. WNW= 99 5r I- ' - ----- 49, - - --- -- - - R - SE - - € . j /N i L 23lb L F. _ .0 54 1 » XT A ST EN T V C. 3 3. 1 .F. =0 00 8 18' ETR TR N TH V. .P. L=315. 6L.F. S= .0 7 1 X A TEN TH V.�,P i I - - -- ---- ----- -_-_ - - � ._. -- ---- -- - _- - -_ PROFILE SCALE - - _ - - -- - - - HORZ:1 "=40' - - - --- - -- - EL -L , VERT:1 "=4' 20 21 STA. 20+00.00 22 23 24 25 26 27 28 29 STA. 33+63.66 30 CITY BENCHMARK NO. 289 TGT NO. 13 ` » 10 'I ELEVATION = 1031.22 CHERRY AVE. 1" I.P., NO TAG, FLUSH FD. 1 IP, NO TAG, ELEV.= 1007.12 i DN. 0,1 RR SPIKE IN POLE N0. 61319 NE COR. I I ELEV.=1012,84 OF SANTA ANA AVENUE AND I CATAWBA AVENUE I a 0 r I' z 0 p WM I I 0 Q Q. f Z Ln ffi B 0236-052-43 `� 0236-052-30 0236-052-31 0236-052-17 Li 14 __j 0236-052-06 0236-052-07 0236-052-35 0236-052-34 0236-052-11 SURVEY CONTROL DATA 0 o m 14 T � L.Li13 W TGT NO. NORTHING FASTING BEARING DISTANCE ❑ v z 2 W G W •4- 13 10000.00 10000.00 N89.45'05"E 1363.66' TSB 13 m 4 0 � T 13 W v U 4` /L\ � G 13 W T G F/' �O `O W G yV 1 �\ �' �y - 2 10 10005.92 11363.65 TSB �, 4 � �= � �" �' 4 ~ p `- 4 4 W b \\ \, V ! \ 1 \ \ IV .. 141 \ . ,. \, w u ,\ _ , \ -\\ \ ,. '. \ -.. ., '.- , 11 - \\ \ \.\ ,\. , .,\ \\, ,_,�\., \.. :., �: \ \. W i w iVe P \\\. \\ , \ , \ a \ i ', \„ YYAA ttjE ,\ \ \ . / i „ „ -- \ .. \ , .. • 27+0 28+00 29+00 30 , CONSTRUCTION NOT ES. \ _.. \: \. a � c •n «yen+n � L ,Kya.,a„-. ..�-.1. w wj+�a.- '<r• -fie». .. _ - __.... _._ __.... -_..__ . z, \\ � 1 CONSTRUCT 18 EXTRA STRENGTH V.C.P. SEWER \. 1 \. , " \ 11 \ „ \ . \ , --. , • , ., , \ . , , . ,_.. , ,\,\ \, ,., CONSTRUCT MANHOLE PER CITY OF FONTANA STD. ,. ,. E CONC. f TE . DETAIL N0. 112 MODIFIED TO -- ------ --- --- �►��} ----- --_. __ __ _ _ _ __ -vim � �>_�� ____ _ _ -� --- _ - _ a __ _ _ _ - EL, __� _. __ _- _ _ _ � - -- _ _ _ -� ���_ ;-_- ���=---`-� = -- - -- 5 INSIDE DIAMETER MANHOLE EX. BUS_ STOP _ PP - --- - --- . - - - - PPS_ _ -- - P -P T e a J --._ - o . a a < 4 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER - >_._-_: - � � � • - � -- � CITY OF FON TAN A STD. DETAIL N 0. 125, AND 125A OR 1258 ,n __ 13 O J cD o - -- x x » o 5 13 5 Q2 13 �� , r \ a W CONSTRUCT 6 EXTRA STRENGTH V.C.P. SEWER LATERAL PER -H z N 14 14 �g �. z 14x Li N N J J CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B, QTS o �� + w Q z ; • Z 2 AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4 cv +w ¢ N N O Q N� U " » `- ~ _ _ + 0236-121- + '-'-' - �7 CONSTRUCT $ EXTRA STRENGTH V.C.P. SEWER WITH 8 WATER N z 0236-121-19 0236 121-13 0236-121-14 Q z N 15 co © 0236-121 01 Q TIGHT PLASTIC PLUG WITH TIGHTENING BANDS AND 1 SACK 8 �¢ _ w �¢_(n m' z zz CEMENT SLURRY BACKFILL PER GENERAL NOTE 4 0° SEE MEDIAN DETAIL 3 cn w cn m CONSTRUCT 18" V.C.P. BELL WITH STD. CAP 7 1A SHEET 2 17 AVENUE3 10 CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT SLOVEROVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR 11 REMOVE ASPHALT CONCRETE AND REPLACE WITH 4 1/2" R w CURVE LINE TABLE VARIES 50'-55' VARIES 50'-52' R w ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE PER �- SEWER LATERALS - NORTH /2� SEWER LATERALS - SOUTH /2� t40' -47'i EX. CURB FACE c36' -40'i EX. CURB FACE CITY OF FONTANA STD. DETAIL 131 APN DESIGN STA. AS -BUILT STA. LAT. EXT. 0236-052-43 21+15± 21+60.95 LAT. 0236-052-30 22+39f 1 22+49.19 LAT. 0236-052-31 23+14f 23+14 LAT. 0236-052-17 23+86f 23+85.96 LAT. 0236-052-06 24+71± 24+69.61 LAT. 0236-052-07 26+88f 26+93,87 LAT. 0236-052-35 28+02f 28+17.33 LAT. 0236-052-34 28+60f 29+02.62 LAT. 0236-052-11 29+15f 29+80,48 LAT. 0236-052-07 26+88f 27+62.55 LAT. APN DESIGN STA. AS -BUILT STA. LAT. EXT. 0236-121-13 21+89t 22+13.95 LAT. 0236-121-14 22+81± 22+87.04 LAT. 0236-121-15 23+43.53 23+44.36 EXT. 0236-121-01 SEE SH T. 4 30+27.68 - O DELTA/BEARING RADIUS LENGTH TANGENT 1 N 89`45'05" E - 238.11' - 2 N 89.45'05" E - 338.11' - 3 N 89'45'05" E - 318.36 - 4 N 00'14'55" W - 73.00' - (13t) (13t} 13 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA 241 EDGE OF PVMT. EDGE OF PVMT. STD. DETAIL 101 m STD. DETAIL 125A OR 125E STD. DETA IL 125A OR 1258 PROPOSED SEWER 14 CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE o CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY o 50 n17REMOVE EXISTING MEDIAN TO FACILITATE CONSTRUCTION, 4 (4"w) o'G) a(1o'G) o (12-W) k�) AFTER CONSTRUCTION IS COMPLETE, RECONSTRUCT `0 7 MEDIAN SEE DETAIL SHEET 2 RECORD DRAWINGS f 0 0 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 1 I o RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH AARE SLTNT EREINCORPORATEDRINTO THESE DOCUMENTS AS TYPICAL CROSS SECTION3:SCALE: 1 " = 40' SCALE: 1 " = 10' cri Q Underground Service AlertsHouLD CONSTRUCTION of THE CITY OF FONTANA, CALIFORNIA SECTION 4216 4217 OF THE GOVERNMENT L.D. KING, INC. REQUIRED IMPROVEMENTS NOT o Q'ER A��Lr)4cin 2151 CONVENTION CENTER WAY PLAN PROFILE SLOVER AVENUE v� r CODE REQUIRES A DIG ALERT IDENTIFICATION � F� SUITE 100 COMMENCE WITHIN TWO YEARS OF THE _N NUMBER BE ISSUED BEFORE A PERMIT TO ONTARIO, CA 91764 SL VER AVENUE SEWER IMPR VEMENT DATE OF APPROVAL SHOWN HEREON DRAWN BY SLOVER AVENUEgWER IMPROVEMENTS(909) 937-0200AS EXCAVATE WILL BE VALID No. 16434 AND CARRIED FORTH IN A DILIGENT MS RRY AVE TO MLOCK AVE. SHOiIPly o FOR YOUR DIG ALERT I.D. NUMBER CALL *Exp. 6/30/05 * CHERRY AVE. T� HE L��K AVE. � MANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE: UNDERGROUND SERVICE ALERT qr CN��- o ! - / l -c�Z REQUIRE REVISIONS TO THE PLANS TO o TA. 2� +0 .,� T,' 30+00.00 2000 TOLL FREE 1-800-227-2600 2 "RECORD DRAWING" $✓ 01/02 SCN �OF•cAVf CARL J. FREEMAN, R.C.E. No. 16434 DATE STAm 21+05m42 TO 30+OOmOO BRING THEM INTO CONFORMANCE WITH CHECKED BY APP OVED BY: DATE: DRAWING NO.: 3 TWO WORKING DAYS BEFORE YOU DIGEXPIRES 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. MPT !JE®Z• 2838 i REV. REVISION DESCRIPTION DATE ENGR. CITY DATE RITY ENGINEER R.C.E. No. 1152 CLIENT. CITY OF FUN IANA8 LDK JOB #: 124-06 1113-S