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HomeMy WebLinkAbout3535-2CONTRACTOR RIFY THE EXISTENCE, 1+00 *NOTE. EXACT LOCATION, ASND ELEVATION PR/OR J + 00 4+00 5+00 TO START OF CONSTRUCTION. ANY DISCREPANCY TO PLANS SHOULD BE SCALE: �=�4(Y� IMMEDIATELY REPORTED TO THE r' ENGINEER. LA KE PA DDEN L N. I t ° f 5 CL CB 1=13f 1% 5 P, 2, 2 1 E 5 "w = 10 = 4.1 ST STA. 2.44 R C. P. v �•QQ7V l 6 3 N70-21,- 4 - N 1786 f '� 1 6 CL /NT 1 f8.44E ;t' 04T. X ' J l t1 p� �, Q� l 03.8 2 BC �, / N29'4835 W 16 - I �' ��Q O �" �•� �' � �� 3.82 ' f Ssg pEX /ST. 36" RCP 1 % 3 PROP. S EA D. SEMEN, �' , l L ' 11l �µ 2 NO4'25 21 'E _\ .:.....100.34' f ' 1(50.95 E 11 FEia - w� REMOVE p/pE CLOSURE IO`_.` Ec �2 ,,Q / 1-1-11-47 8 ' O Bc r /-Iit �> 2 6" co 15, /,UE l CL CB 2=13f 11.93 ST S 4Z 6+00 I PLAN 1"= 40' 17+00 SCALE IN FEET 0 40 80 120 160 1+00 OSTONE R .TRACT NDRY lO0 '7P'S� 2 '' PUE ( (t 20' (TYP) 1. 20 ., .r 3� 52 3=13f7729 �. 1 i LATERAL "W» 3 ' 0 - _ W - 7 0 _ ST. S7, L,4 V 5 0 1(8211 RAL '/'/ ss 1(35.80 ENG PCC 4 2 �� �� 3 N49'10'37'E 35 80' L,4 TE-R.4L Ay �) �� l LATER.gL PR !y o 12 lyg7FR h f , uo � l l � � r ss R /E 4 i r rf f o XIS,. R/W /EXIS%? v f f � R W "�r SIERRA LAKES p O REV. REVISION DESCRIPTION PARKWA Y , TOLL FREE -r-'" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT m G r I DATE I ENGR. I CITY I DATE •3•o CL CB 4=13+77.29 ST. ST 6.51 ` END 6+84.43 , TRgCT 24" R.�.P•„ BNORy CONSTRUCTION NOTES: N37'56 04 W 6-1-33 1�- INSTALL 36 RCP, D -LOAD PER PROFILE INSTALL 30 RCP, D -LOAD PER PROFILE CL/NT PCC 6f55.4j �-INSTALL 24" RCP, D -LOAD PER PROFILE =1(00.00 LAT .1,, 1 LAT. " CONST. CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2, SEE SHT 4 I 6 a6 - CONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT 4 REMOVE CSP RISER AND CONST. PIPE CLOSURE ® 4 O TYPE "B" PER S. B. F. C. D. SP 176A, SEE SHT 4 (g --REMOVE PIPE CLOSURE AND JOIN _5+99.45 - PROP. PRC R/W S -PROP. R/W Vo 36637 Em -- - �� 1+00 A' THESE RECORD DRAWINGS HAVE BEEN PREPARED, ITS PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF Z9 I W 3�© SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOU/RE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 1+00 6 CURVE TABLE O LENGTH RADIUS TANGENT DELTA A 13.42 90.00 6.72 8'3226" B 16.60 90.00 8.32 10'34'09" C 178.75 825.00 89.73 12'24'50" D 66.09 825.00 33.06 4°3524" E 73.30 45.00 47.69 93'1925" F 55.96 994.00 27.99 3' 1333" G 17.92 22.50 9.47 45'38'05" H 17.90 22.50 9.45 45'3422" I 60.39 1382.00 30.20 2'30'13" J 5.35 22.50 2.69 13'38'01 " K 7.12 22.50 3.59 18'07'25" L 25.15 45.00 12.91 1 32'01'19 " 6+84.43 , TRgCT 24" R.�.P•„ BNORy CONSTRUCTION NOTES: N37'56 04 W 6-1-33 1�- INSTALL 36 RCP, D -LOAD PER PROFILE INSTALL 30 RCP, D -LOAD PER PROFILE CL/NT PCC 6f55.4j �-INSTALL 24" RCP, D -LOAD PER PROFILE =1(00.00 LAT .1,, 1 LAT. " CONST. CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2, SEE SHT 4 I 6 a6 - CONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT 4 REMOVE CSP RISER AND CONST. PIPE CLOSURE ® 4 O TYPE "B" PER S. B. F. C. D. SP 176A, SEE SHT 4 (g --REMOVE PIPE CLOSURE AND JOIN _5+99.45 - PROP. PRC R/W S -PROP. R/W Vo 36637 Em -- - �� 1+00 A' THESE RECORD DRAWINGS HAVE BEEN PREPARED, ITS PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF Z9 I W 3�© SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOU/RE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 1+00 6 BENCH MARK: No. 615 BASIS OF BEAR/NGS: RAILROAD SPIKE AT INTERSECTION 7HE BEAR/NG OF N00' 16'44 "W ALONG THE CENTERLINE OF CITRUS AVENUE, AS OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011E SHOWN ON MAP OF Tl? 15908, FILED ON THE EAST SIDE OF CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVATION 1467.59 BERNARD/NO COUNTY, WAS USED AS THE BASIS OF BEAR/NGS FOR /s SIERDA L /� �� SPECIFIC - A A THIS MAP. /� #= Prepared Under The Supervision Of : �+ CITY VI / 1 OF FONTANA, CALIFORNIA PREPARED IN THE OFFICE MADOLE AND STORM DRAIN IMPROVEMENT PLANS ti ASSOCIATES, INC Lu ¢ No, 62183 Fi ;a 10601 CHURCH STREET , STE. 107 DRAWN BY.• RK A ^ TR�4 TRACT �l65�0- % �Q [-2 SCA AS SHOWN * Expo 9-30-05 RANCHO CUCAMONGA, CA 91730 PHONE (909) .� 48-1311 DUEp �+ > > y> s > s RAL�7 n ' an� DESIGNED BY- DATE.• MCA ' SEPT. 2003 CHECKED BY \PR D BY• Pa DRAWING NO. 2 �OFCALIF� Date :2-(I o RCE 62&3 EXP. 9-304053535 2 4 C ENGINEER R. C. E. 51152 DA TE ATS J:\826-1183\storm\SD02.dwg, 02/10/2004 04:09:56 PM, MCA