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HomeMy WebLinkAbout5769-41 16+ 00 17+ 00 18+ 00 SEE SHEET 8 R 202111-2 PA 15 LINE C3 INT 17+99.70 LINE C= 17 10+00.00 LINE C3 cv� 8" WA TER / R/W B Y 0 THERS W O � O� w w �� W i 2 190 - II Z 1 18+05.57 SA�� WE SEE SHEET 8 NAPA VALLEY ROAD m r I}� � w mmL:ffimm W.-m-mr.M. 7 too � 144.1 19+ 00 20+ 00 � INT 18+78.75 LINE C= 12 10+00.00 LAT C-1 FOR PROFILE SEE SHEET 10 LAT C-1 I � ST STA 21+36.70 VENETO DR,,-- CB1 #C-20 W=14 ;• V= 7.0' I INT 19+11.38 LINE C= \ - --10+00.00 LAT C-2 12- 0 8 w w N 2n - - E F 22 ~ 8 0 N A � V 16 � MH #4 � - o R/W FOR PROFILE SEE SHEET 10 TR 02111 -F P] 17 LAT C-2 NAPA VALLEY ROAD CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT 0 813428" 45. 00' 64.07' 38.83' O2 4 48 32" 744.00' 62.44' 31.24' O3 15 39'02" 45. 00' 12.29' 6.18, ® 67 42'03" 45. 00' 53.17' 30.18, TOLL FREE 'qqmmw"' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ST STA 21+74.63 VENETO DR 13 � CB #C-19 W=7;• V=5.0' LINE TABLE NO. BEARING LENGTH OA N89 °19'07"E 868.48' © N75 01 '51 " W 17.58' © N89'19'07 E 20. 51 ' OD N1801'19E 18.76' OE N44 °19'07"E 26.15' O N36 4927" W 35.39' © N46 04'41 "W 33.86' OH N53 03'48E 24.76' �l N53 2554 "W 49.59' O N2137'04 "E 16.40' 'MEN RUBICON WAY TR -�02141-3 FA 1" W - YY22 - - 5 �- 24- - 25 N89 °19'03 "E 21 + 17.33 10 VENETO DRIVE R/W LINE C PREPARED FOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT Mg80 MONTECITO DRIVE, SUITE 302 ANNER, CORONA, E, SUITE THE CITY ENGINEER MAY REQUIRE 79 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CONDITIONS AND STANDARDS IN EFFECT. REV. REVISION DESCRIPTION ENGR. DATE CI TY DATE M-Aw pla STALL F0.J1 1115.9 24+00 25+00 13 ST STA 15+09.05 MONTELENA RD ST,gM�iVwt,vq,��g0 CB #C-15 M� T�-ZA 94.'99 pR W=14', V=70' c 13 ST STA 15+07.65 MONTELENA RD � CB #C-16 FOR PROFILE 5 W=14; V=5.0 SEE SHEET 10 G H 111 LAT C-3 8 8 INT 25+69.08 LINE C= 2 27+61.58 10 10+00.00 LAT C-3 25 f3 MH\#6 10+00.00 LAT C-4- - IN w w 24 3 lNT 24+92.80 LINE C= 12 10+00.00 LINE C4 FOR PROFILE SEE SHEET 11 LINE C4 Tfi' 2021 f1---ram P] 1 12 INT 10+59.26 LINE C4- 10+00.00 LAT C4-1 INT 10+68.26 LINE C4= 12 10+00.00 LAT C4-2 a STORM, DR Cik > TA L 112. " R P P22 ti PROFILE SCALE HORZ.• 1 " = 40' _ VERT• 1 " = 4' 26+00 10+00 11 +00 rfi�20211 41P1 1411 FOR PROFILE CONSTRUCTION NOTE5 SEE SHEET 10 L 1� INSTALL 6.5' X 4' RCB PER SPPWC STD. PLAN 390-1 ST STA 28+00.83 VENETO DR 13 INSTALL 48" RCP (D-LOAD PER PROFILE) � CB #C-180 W=7;• V=6.4' INSTALL 42" RCP (D-LOAD PER PROFILE) FOR PROFILE SEE SHEET 11 INSTALL 36" RCP (D-LOAD PER PROFILE) JLAT C4-1 - _ INSTALL 30" RCP (D-LOAD PER PROFILE) STA i l + 19.96 LINE C 7� INSTALL 24ot� " RCP (D-LOAD PER PROFILE) 20 J � CB #C-17 - W w-�W==2;• V=5.0' 8� INSTALL 18" RCP (D-LOAD PER PROFILE) 29 � 7 -� CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. - 3011 / 10 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. 3012 3 ;ST!,Sl0.1�VE�NETO DR 11 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. o - CCONSTRUCT W=7; V=5.0 13 12 JUNCTION STRUCTURE PIPE TO PIPE INLET PER FOR PROFILE) E CITY STD. DWG. NO. 3010 r SEE SHEET 13 CONSTRUCT CURB OPENING CA TCH BASIN PER Cl TY STD. DWG. NO. 3004 LAT C4-2 14 N CONSTRUCT TIMBER BULKHEAD PER DETAIL ON SHEET 2 16 s CONSTRUCT MANHOLE CONCRETE BOX PER SPPWC STD. PLAN 323-2 CONSTRUCT TRANSITION STRUCTURE RCP TO PIPE PER SPPWC 17 STD. PLAN 342-2 TR 2021 1- P] 19 "X36" INSTALL 36 CATCH BASIN PER 3636CB BROOKS a 20 LINE PRODUCTS 4 BA5I5 OF BEARING ENGINEERING J57 N. SHERIDAN STREET THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. BEING: N003332"W BENCHMARK: CAL TRANS BENCHMARK 118-17 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVAINE RDOAD. o LAND PLANNING SURVEYING Engineering, Inc. ` \\„ AMIR H. FALLAHI , RCE 55534 SUITE 117 CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 FAX (951) 279-4380 O1/23/ 19 DA TE pFESS/O �o PR N. Fq Nql ti z No. 55534 m * * civic- OF- CA,\- DESIGNED BY.• JS DRAWN BY.• JS E CHECKED BY.• ELEVA TION=1428.609 1 SCALE.- 1 "= 40' 0 0 0 40 80 ELk18-000640 9 a CITY OF FONTANA, CALIFORNIA z STORM DRAIN PLANS SCALE: TRACT NO.20153 AS NOTED LINE C - STA. 16+00.00 TO STA. 25--94.99 DA TE: LINE C4 - STA. 10,00.00 TO STA. 10#9738 JAN. 2019 0VE BY.• DRAWING NO: DA TE 1 /24/2019 4 CITY ENGINEER RCE 51152 5769 12 0 a