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HomeMy WebLinkAbout5810-2* NOTE: CONTRACTOR TO VERIFY ELEVATION & LOCATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. LAT C3-1-1 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16+ 00 17+ 00 BEY f NApA VP`I 60, 32, OAKVILLE STREET 10 FOR PROFILE 2$ 22� 60 SEE SHEET NO. 3 30' JO' 6' 22 \ \�� \\\ � MATCH E N E LA T C3-1- 3-1 10' 20' 20' 10' �\\ \\ STA 14+00 SEE R�CHT \ \ \\\ \ �\\ \\\ \ � 8" WA TER O � 5 � i � I \ 8" SEWER i� r 48 �, 5 I o \\ # \ \ PROFILE HEREON MH 2 \\ \\ \\\ \\ \\ 47 8 WATER F 0 R PROFILE i + o Q N �; 14+ 19.57 LINE C3- I = 36" STORM DRAIN \\ \\� \\\ LOT "C" 58 °j 6' 59 v ti \ 49 SEE SHEET N0. 3 Q� � � z \ \ \Q � LAT C3--3 W 10+00.00 LAT C3-1-4 LAT C3-1-2 m I3+55.77EC m� z w v �G 57 56 55 54 1 \ \ \ 5 CB CA_1g "� 2 cam' U' ° 76 ti 8" SEWER FOR PROFILE 13 10 0 3 4 � = w SEE SHEET NO. 3 \ _ \\\\ M0� �o w 2 12 --- 18 ��"---- LAT C3-1-1 \ _ _ _12 0 0 3 13 w < 7 \\ \ \\\ \1\ N _ -11 2 s 12 s N040'S3"W s 13 s 30" STORM DRAIN PER \\ \ 1 J1 `O o N89*19'07"E 12 13 16 S' + CITY DWG NO 5769 \\ \\ \\\ \ \ 1 HAFER COURT 1 w 14 2 15 17 15 I� BI CO WAY 16 w 11+65.81 LINE C3= \ \ \\ 6- 10+00.00 LINE C3-1 1 1 � \I \ 1 11 \ o, � � o o + „ o � � 8" WA TER v 1111 111 1 �11 Q 1 11 8 SEWER 94 43 o " 42 41 0 40 60 6 62 63 1 1 1 1= I I o+ 10+51.12 LINE C3-1= 6 CQ 45 N o o + `�, o 8" SEWER 11 11 1 I 10+00.00 LA T C3-1-1 Q 12+46.59 LINE C3-1= 1 1 1 1 6 00 0 v FOR PROFILE 16+55.25 + W 46 10+D0.00 LAT C3-1-2 10+69.38 LAT C3-1-3- � It �1 i �11 © (/�� N SEE SHEET N0. 3 7 MH 3 10+00.00 LAT C3-1-3-1 Q 42" STORM DRAIN 1 I II o o 13+03.30 LINE C3-1= m # lNr LAT C3-1-4 W 10+00.00 LA T C3-1-3 Q ,�� c� c, Q3 12+28.93 SHAFER COURT ' 4 7 13+06.46 10+00.00 RUBICON WAY 5 MH #1 " * NOTE. CONTRACTOR TO VERIFY ELEVATION & LOCATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. TOLL FREE -qmmmww" DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION J ENGR. J DA TE I CITY I DATE LINE 0-1 & LATERAL 0-1-3 PREPARED FOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND SUITE 302 SU , IVE CARRIED FORTH IN A DILIGENT MANNER, CORONA, 980 MONTECITO DRSU THE CITY ENGINEER MAY REQUIRE CA 92879 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 STANDARDS IN EFFECT. will iiiiiiiiiiiiiiijilill1:11 •I �I :I I •I � N v� ti 8" WA TER 7 BASIS OF BEMINO ENGINEERING J57 N. SHERIDAN STREET SUITE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEYING FAX (951) 279-4380 BEING: N00'3332"W Engineering, Inc. BENCHWRK : \-\ � j - CAL TRANS BENCHMARK #8-17 0711112019 BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428.6 09 me am 64 <'�; PROFILE 5CALE HORZ.• 1 " = 40' VERT• 1 " = 4' 11 + 00 10+ 00 CONSTRUCTION NOTE5 O INSTALL 30" RCP STORM DRAIN (D-LOAD PER PROFILE) 2O INSTALL 24" RCP STORM DRAIN (D-LOAD PER PROFILE) O3 INSTALL 18" RCP STORM DRAIN (D-LOAD PER PROFILE) 4O REMOVE BULKHEAD &JOIN EXISTING RCP OCONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN NO. 3004 O6 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 30IO O7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 30I3 STORM DRAIN LINE & CURVE DA TA NO. BEAR/NG/DEL TA RADIUS LENGTH TANGENT O 26 3923" 45. DO' 20. 94' 10. 66' O2 N89°19'07"E 232.90' O3 22°1949" 45.00' 17.54' 8.88' ® 60 27'17 45. 00' 47. 48' 26.22' O5 NO 40'53" W 44.23' © NO 40'53" W 16.74' O7 NO 40'53" W 231.01 ' ® 49 0955" 22.50' 19.31 ' 10.29' O9 N49 50'48 "W 24.73' Fq�l-9 �\ � Z No. 55534 m * Exp. 12/31 /19 \c10- FOF CA 1 \F�� P STORM DRAIN LINE & CURVE DA TA NO. BEARING/DEL TA RADIUS LENGTH TANGENT 10 N20 0957"E 3.13' 11 N44'19'07"E 15.82' 12 N68 51 '50" W 2.56' 13 2149'03" 22.50' 8.57' 4.54' 14 N89 °19'07"E 94.49' 15 414734" 45.00' 32.82' 17.18' 16 N48 53'19" W 21.12' 17 N89 °19'07"E 12.62' 18 N44 °19'07"E 15.82' CITY OF FONTANA, CALIFORNIA ■n ON -SITE STORM DRAIN IMPROVEMENT PLAN DESIGNED BY. TRACT NO. 20214-3 SCALE. I/S AS z DRAWN BY PLAN & PROFILE DATE: NOTED JS BM LINE 0-1 & LATERAL C3-1 3 JUL Y 2019 CHECKED BY.• APPROVED BY Gv8/1/2019 DRAWINGNO: DATE AF CITY ENGINEER RCE 51152 5810 3