Loading...
HomeMy WebLinkAbout3882-6CL MH 9+62.16 �»a` � 1 II II I r s� r o� I� I ^I�_I -00 Po, 1 o969a ��° o �� i I I �- � t4f F -F w,0' 1 i :. I i,..._ � i I sdom.�s � '. SSL'.�a �!_ � � '._. � I - i. J i I I I i, m��. ST. I- , I�r r �.xP I xm„„ 0- T, I � �i-i � i �n {I �. �W �.i00) ,w ��i a� `.- air 60 lot F a I l�. g� � F� �. hi"� � � �i- � �i _,' I h..l � h 1-��� t � + � i i I I m »es r� ' �n f 4 ', ' !' tHG I r {' v� � +` t � , 4-4- T. -fi �= fi 'I I{t,� t&%F � it °°� 1350- 0 T I� '.' r 'i.�$ _.. �J 2 C14 11 '-' i _..' 1�co ti � a_. zoo: �_ I I f {�`I_'�.�. a I 35C -D I I i -- -man J PR REMOVE EXISTING (ITEM PER PLAN). 3+7605 CONSTRUCT z o' gC BRAEBURN LANE _ _ CL INT. 104-79.95 CB #$ 3+45.77 "LINE 2., f L=14.0' U� =1+00.00 LAT I 54 2-D" : V= IM Iwo .--III RCP; D -LOAD PER PROFILE. 57 CL Cg #7 L=4.0 , V=8.40 _01 RCP; D -LOAD PER PROFILE. 58 Is LAT�SH MANHOLE PIPE TO PIPE MAIN LINE 36" '. :: SEE8 � ps- 27.66' FOR PROFILE MEN �. mo ; momIF md 3+14.31 "LINE 2" Q) 0 � j� - _ .oil =1 +D2:34--BA-R- E -E_ --WAS' 58___ 6 14 DONALD R. GORDON R.C.E. 2472540 DATE mml " 3+12.66 "LINE 2" =1+00.00 LAt `„2-C„ CL INT. 11+77.17 WOODS PLACE =.a3..59-,74- _=13+519-74- =10 Ia 10, Me. . ,. -- Q o -=124.8 cf� -- -- - - -- - - - I - I - - -- ---- - - - -- - - _ -- - - - - -- --- -- - --._ --._ -- - - - - - - -- -- - - - --� - -- - - - - - -- -- -- - -- -- - -- -- - - - r V 1.3 f - -- - -- -- - -- - - - -- - -- - - - --- - --- - - -- - _- -- -- - -- - -- - --- -- -- - - - - - - 00 _ x LO T _ _ _00-- c z 2 R P 14 0 D -- - - -- - - -- - - - - - - - --- -- - - -~ - - -9� - - _>- -- - - - -- - - - - - - - - - --- - -- - --- - - -- - - - - - - -i - - - - - - - -- -- -- - _- - --- - - - -- - -T - --- _ J_ - - - - -- -- - -- - --- ' - - -_ x -•_ _ t0 � r7 ED SCALE: It - -- - - - - - -- - -- - - - - - - - -- - - - -- - - - jotE knppi- - -- 1 40 -�- ��._. VERT: 1" = 4, - - -- - - - - - --- _fj1500 .1 ! L. -i -- -- j - i -� 500 - - - - -- _ _ _- - - - - _ 1+00 2+003+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 4+4346 EC I 1 iN I � �•, I ;'!1 ► A=65'02'07' 1 �1I I B=24", C=2:80' 1 ill I ° D2=48", D1=42"_,_ CL MH - 3+49.14 "LINE 2" BA4+37. 0 RTLETT WAY N I I;li I I' a 0 a z J Q I i �� ! cwn I 58 0 _ oo I I I ;!; . ( : No _ 1 BARTLETT WAY tL w r, 00 I ;, I 3 1 fi0 14+51.44 f 0 0' I__: ate,' oo I I 1 �'I I Z~ 60 CL-- : i o _ CD ++ f lrl � cif -��t L=10..0 o �+ �.- II, I mo I N. o V=4.91 i I I I m N; w r; L o I I I'I i m o+� v~i J 56 LAT 2_D„ 7 " I-- o I, I j _ +o, SEE SHT g `O FOR PROFILE 2 z o+ I I 1 �I i v v a jj I �; ' it o m 3+24.00 EC I' 11+ I � - v> 2+55.48 BC 65 1 r� I -! M J I54 .97 1� BEGIN CONST. � 1 I I DWG- 3881 54 1+42 + 1 51 "LINE 2„ I � ] I` CL WOODS PLA JOIN EXIST. it CE + �� i i » �. � LAT 2 i �,_A„ ; � ►O,' S 57 57 6 LAT "2_g» a a It �►� r�� SEE SHT g , T g �"�' FOR SEE SH_.PROFILE �Il� . o 10+67.49' FOR PROFILE / / r Z1, / r �Z i WOODS PLACE 1 CL C6 60 oo� L=10.0'#6 f --- Q- o V= 4.78' I j TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL KIT. i 5+07;41 "LINE 2" =1+00.00 LAT "2-E" A=60-31'51" B=24", C=2.50' D2=42", D1=42" r CL MH j 5+10.6 "LINE 2" I t� =10+64.38 BRAEB"RNLANE,& LAT i "2-E" I SEE i SHT g 9 56 PROP. FOR PROFILE R/W d3 1 CL BRAEBUR , LANE _7 J PR REMOVE EXISTING (ITEM PER PLAN). 3+7605 CONSTRUCT z o' gC BRAEBURN LANE _ _ CL INT. 104-79.95 CB #$ 3+45.77 "LINE 2., f L=14.0' U� =1+00.00 LAT I 54 2-D" : V= .69' 14+0& 09 .. BARTLETT....W�! RCP; D -LOAD PER PROFILE. 57 CL Cg #7 L=4.0 , V=8.40 _01 RCP; D -LOAD PER PROFILE. 58 Is LAT�SH MANHOLE PIPE TO PIPE MAIN LINE 36" 8 SEE8 56 9 27.66' FOR PROFILE j DATE: os -o 1-05 CL MH 3+14.31 "LINE 2" Q) 0 � j� CHECKTD BY.. AP D% ICA DO ANDOVAL, C ty Engr. R.C.E. 51152 DATE: =1 +D2:34--BA-R- E -E_ --WAS' 58___ 6 14 DONALD R. GORDON R.C.E. 2472540 DATE CL INT. 3+12.66 "LINE 2" =1+00.00 LAt `„2-C„ CL INT. 11+77.17 WOODS PLACE =.a3..59-,74- _=13+519-74- BARTLETT WAY _7 1 f REV. I REVISION DESCRIPTION DATE ENGR 0 REVISE STREET NAMES 9/14 DRG © AECDRa DRAW/NG L //I!. DATE 9 �I PROP. R/W / J PR REMOVE EXISTING (ITEM PER PLAN). DA CONSTRUCT z o' z ,Q J � m ON SHEET 4) o �o 0 U� _N II 58 ' 4 f° s t e 8+77.10 BC 1 8+{00.00 ,i CO C. COLLAR � /9+19.66 EC' 4 8" SEWER ` NO. 3881 CL MH 4 U2 9+62.16 "LINE 2 __\ \ i =15+06.88 BRAEBURN LANE M� A=45'00'0011; TI C=3177' D2::42,,,, D1-�42" RE -=CORE )RAVVI G THESE RECORD Lir' " NGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY C7r4r7RS. THE ENGINEER ',"11-1, NOT BE RESPONSIBLE FGH ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. R&CORD OR,4W//VG PREPARED BY MA004I 41 4GS0C1ATES LINE 2 WE/VDELL L . /W'4 T.Sc/R(/ DTE RCE 3"37 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 9+38.48 BC CL INT. 9 1��+57.59 � INE 2" �- L 1+00.00 LINE 2-F t SD CONSTRUCTION NOTES 51 REMOVE EXISTING (ITEM PER PLAN). 52 CONSTRUCT MANHOLE PIPE TO PIPE (LARGE SIDE INLET), 112.51' PIPE TO RCB PER APWA STD. PLAN No. 322-1. 2 (SEE DETAIL ON SHEET 4) 53 INSTALL 42" RCP; D -LOAD PER PROFILE. 54 INSTALL 48" RCP; D -LOAD PER PROFILE. 56 INSTALL 24" RCP; D -LOAD PER PROFILE. 57 INSTALL 18" RCP; D -LOAD PER PROFILE. 58 CONSTRUCT MANHOLE PIPE TO PIPE MAIN LINE 36" 8 OR LARGER PER APWA STD. PLAN No. 320-1. (SEE DETAIL ON SHEET 3) ~ CONSTRUCT CONCRETE COLLAR PER APWA - - - - ---"- - - -�STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4). =� <a 60 CONSTRUCT COPENING CATCH BASIN PER APWA --61 vC URB __ -_. --" - --- SEES +7787 C) Iq6j 0 z r ­1n -SED "LINE 2-F I'�� STD. PLAN No. 300-2 (SEE DETAIL ON SHEET 2); EC; w E SHT 9 FOR lr WIDTHPER PLAN. in Q PLAN &PROFILE 65 CONSTRUCT PIPE CONC. ENCASEMENT. (SEE DETAIL ON SHEET 9). `n wO N INol LIVE TABLE LINE LENGTH BEARING 1 112.51' N89'54'457'E 2 52.05' NO2'40'29"E 3 1 433.64' N88'30'17"E 4 18.82' N37'17'57"W 5 17.33' N43'44'36"E 6 26.14' N20'30'39"W 7 41.75' N57'19'31 "W 8 33.53' N73.06'04"W 9 27.66' N29'09'40"W QROFESSj�N .II.� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL p R.00� F� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, rn Of No. 024725 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �q� CIVIL STANDARDS IN EFFECT. OF C 44 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 68.52' 45.00' 42.88' 87'14'16" 2 67.41'.45.00' 41.84' 85'49'48" 3 42.57' 45.00' 23.03' 1 54'11'46" 4 1 39.39'1 45.00' 21.06' 1 50'09'15" 0 GRAPHIC SCALE Is 0 20 40 80 180 °O CIOi 6mmIIII _m 0 ( IN FEET) _ 1 inch = 40 ft i PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA w VAN DELL AND ASSOCIATES, NC. o CIVIL ENGINEERS ONSITE STORM DRAIN IMPROVEMENT PLAN o SURVEYORS LAND PLANNERS 1 DRAWN BY: AMN TRACT NO. 17027 SCALE: 00 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 DESIGNED BY: LINE 2 R 42.97 TO 9+77.87 AS SHOWN j DATE: os -o 1-05 DER LI TM SUPERVIION SOF: Q) 0 � j� CHECKTD BY.. AP D% ICA DO ANDOVAL, C ty Engr. R.C.E. 51152 DATE: DRAWING NO.: 3882 6 14 DONALD R. GORDON R.C.E. 2472540 DATE