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HomeMy WebLinkAbout5774-3E -- .I.. tti J ~J= _ ..-.-i W z..._....... �I CYPRESS AVENUE LA EODEGA WAY 92' 60' 46' 46' 30, 30, 12' 34' 34' 12' 10, 20' 20' 10, OWN 1 11.-1 1 fi- w wI 0 1 1 as 11 ff IL w r aA.ub- 1.- a or.rr er 60' 60' 14+36.79 END PIPE 7 (� 6 CL CB NO. 10 328 6' 10 16 30' 30' 10' 13+41.07 END PIPE 7 8 10+36.88 END PIPE 1N=14 CL CB NO. 8 7 8 X V= 8.31' 10+39.33 END PIPE CL CB N0. 9 E ! I 4 7 8 CL CB N0. 7 I� W=14° W_ 14, I� R/W E € G V= 8.91' _ I - - F 14+26.48 EC , E V= 4. 2s 13+30.48 EC F V 13+13.88 C/L MH#2 LATERAL %3-1C" ' 5 1 14+08.61 BC 47 E E LAT B2-3-4 4 ' H 13+12.81 BC, LINE "62-3"= SEE PROFILE ON SHEET 4 Z i SEE PROFILE ON SHEET i _ ! 10+00A0 LAT "82-3-4" �� 13+97.92 C L MH N0.7 PROPOSED 36" ".5T0 M DRAIN' ' PROPOSED 8" SEWER A4 42° " �4 " ,�= PROPOSED 8' SEWERPER CITY DWG. 5772�_PtOPOSED 8 12+41.23 LINE B2-3 PER CITY DRAWING NO. 5766 [ l ' ! ! 4 PER CITY DWG. 5772 ' : 3 18" WATER 10+00.00 LAT "B2-3-3" " " 5 13+96.67 LINE 82-1 = E� w 12+07.04 C L MH N0.1 PER WVWD 33 aA=71° LINE "C3-1" I 10+00.00 LAT "B2-1C" , 5 i - aA=73'. C=2.70' a 27 " " Q SEE PROFILE ABOVE V i co PROPOSED 8" WATER 4� z EXISTING WEST VALLEY ( 13 i y 12+a5.12 LINE 82-3 = �L-CE 1a+14.89 END PIPE 7 8 LINE "B2-3-2" 59 PER WVWD m L LL`r 3 i " A 1 T WATER DISTRICT f 2�` E �' I 10+00.00 LAT B2-3-2 CL CB N0. 2 WATER LINE 3 ' ' N 1 aA=45'° C=3.64' W=7° SEE PROFILE ON SHEET 2 12+51.03 C L MH N0.6 5 m z I i t i, to w LAT "B2-3-1" V= 8.21' I 1' LAT "B2-34' LATERAL "C3-1 B" R/W "- g„ SEE PROFILE ON SHEET 4 D � J E '12 2+50.22 LINE B2-1 = R I N: ' 23 M EE PROFILE ON SHE�E ®Lij SEE PROFILE ON SHEET 4 0+00.00 LAT "8-2-18"' I I ~ m i l A=73'; C=2.03' w o 11 +47,54 EC 5' v, `'� LINE "B24' L - ®"' o " F ` SEE PROFILE ABOVE K _ J EXISTING 36" RCP STORM DRAW F - - i PER CITY DRAWING ice. 5602 ; i (� �® i YJ+39EC 7 8 10+27.24 END PIPE LATERAL "C3-1A" I E I ROPOSE 8 EWER n+ o CL CB N0. 6 SEE PROFILE ON SHEET 4 W=7' i CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BEARING A - - 76.18' - N89'19"OrE B 45.00' 32'08'24" 25.24' 12.96' - C - - 61.83' - N5710'44"E D 22.50' 57'51'36 22.72' 12.44' - E - - 80.72' - N00'40'53"W F 22.50' 45'00'00" 17.67' 9.32' - G - - 10.24' - N44'19'07"E H - - 38.95' - N42'13'24"W J - - 14.63' - N70' 19' 18" E K - - 3.68, - N 12710' 447 E L 22.50' 34 59' 14" 13.74' 7.09' - M - - 6.02' - N4709'58" E N - - 27.46' - N45'23'13"W P 45.00' 45' 17'40" 35.57' 18.78' - R - - 81.34' - NBT 19'07" E S 45.00' 39'59'25" 31.41' 16.37' - T - - 24.03' - N50'41'28"W U 45.00' 59 00'35" 39.28' 20AW - V - - 169.53' -- Na0'40'5YW W 22.50' 45 29'55 17.87' 9.43' - X - - 9.96' - N4449'02"E Y - - 26.98' - N73'52'40"W Z - - 36.53' - N45'40'53"W AA - - 5.40' - N05'41'28W BB 22.50' 3730'19" 14.73' 7.64' - CC - - 4,77' - N43°11'47"W V= 4' 11+77.26 LINE "B2-1'= 4 1 /,/ ---- ' - - - - - - - - +62.58 LINE 22.61 END PIPE 7 8 `yJ Q - - - / U i CC 4500 LAT "B2-1A" I -r` 11 +22.30 BC " 4 W ' NO. 1 - i I ,E 10+00.00 LAT 62-3-1 W= 7 ral � I ' AA=45 V= 4.00' a -- 44 29 3® 31 32 33 _ _- 11+75.77 EC �� CONSTRUCTION NOTES: 9 1a fi . 3 EC CO R !� 11 1 INSTALL 24" RCP (D-LOAD PER PROFILE) or � N 1+99. 0 BC AA o LINE 1321�7 - 2 NOT USED o T B �, __ - P 110+17.46 BC NOTE: CONTRACTOR TO VERIFY ELEVATION & LOCATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DEFFERENT THAN PLAN. o` REV. Q DIAL TWO WORKING BEFORE DAYS BEFORE Q YOU DIG YOU DIG © TOLL FREE 1 �-�-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s CL REVISION DESCRIPTION 3 CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN)- 11+44.37 BC 10+00.00 LINE "C3" 3fi" RCP GRAPHIC SCALE 4 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010 (WIDTH SHOWN ON PLAN) 0+76.03 BEGIN PIPE 5 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013 40 41 42 43 0 � N 4D 0 20 4a Ba 160 6 NOT USED r- 7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN) 7 8 CL CB NO.+24.07 E5D PIPE II it (IN FEET) 8 CONSTRUCT TRASH RACK PER CITY STD. 3021 W= 7' LINE C -1 1 INCH = 40 FT. V= 4' 9 INSTALL 30" RCP (D-LOAD PER PROFILE) ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY ®F F®NTANA CALIFRNA SHOULD CONSTRUCTION OF REQUIRED Prepared For: Q�pFESS�ON THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF G 4 J. '�l IMPROVEMENTS NOT COMMENCE WITHIN F SECTION 19 ALSO BEING THE CENTERLINE OF LL �D ENGINEERING ��, o�D -1 STORM DRAIN PLANS TWO YEARS OF THE DATE OF APPROVAL L E HOMES THE SE 1/4 D Civil Engineering Land Surve 'n Land Planning 2 TRACT N®. Z014 SCALE: SIERRA AVENUE, PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. g - n - �' DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A " 16866 Seville Avenue - HR AS NOTED BEING: N00'33 32 W �..ro..�..�:-�..M-�.m� w:. 0 No. 36052 „n DILIGENT MANNER, THE CITY ENGINEER MAY 980 MONTECITO DRIVE, SUITE 302 Fontana, California 92335 ul „ BENCHMARK: 0 DESIGNED BY: LINE 132-3 & LINE C3-1 DATE: (9 j 356-18]5 Fax (Sil9) 365-1795 Exp. 6/30/20 2019 REQUIRE REVISIONS TO THE PLANS TO CORONA, CA 92879 DBW January, CALTRANS BENCHMARK #8-17 � '' s e' BRING THEM INTO CONFORMANCE WITH (951) 817-3545 -0-1�- - 6 ��r C+V�� ��' CHECKED BY: APPROVED BY: -- 7 � DRAWING NO.: 3 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343 N/D I-210, F �Fo r f 1-17-2019 CONDITIONS AND STANDARDS IN EFFECT FAX (951) 817-3650 0.2 MILES WEST OF SAN SEVAINE RD. Raymond I. Allard, R.C.E. 36652 Date OF CAS- RJA r "°s` DATE: ,�g7�4 4 EL=1428.609 (expires 6I30/2f320) CITY ENGINEER R.C.E. 51152 Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\Intract\PA 2\STORM DRAIN\STORM DRAIN SHT 03.dwg