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HomeMy WebLinkAbout5804-210+00 11 +00 12+00 VENETO DRIVE 00 00 � 00� � rn 'I*-Q) o d- � d- � � � � Q) � o �o d- IMPROVEMENTS •� �� �Oi ��� PER CITY DWC 5767 35' 35' o r� 10' 25' 17 25 10' QsIQ6 o IN o �0 o �p PO PO 10, o+ I` Q 174 73 16 O�OO 010 DINT Ao �o 10+00.00 TURLEY WAY RAW CATCH BASIN #C-22=12+20.00 VENETO DRIVE 1 /g • I CASE "A", W=14', H=2" {\116 �, I II ^ r I 4 2 A - 1% _ 4 F 3 2 M /4 - - - / LVJ=LUU— R1w 10+45.00 ECR 0 o o ^ 1673.65 KC 5•/ 10+62.00 TURLEY WAY CATCH BASIN n , 7Jr oo O P coP I I I c o o l � oo°I`�`i ^^ ^ CATCH BASIN #C23 CASE "A", W=14', H=2" TOLL FREE -qqmmm'"' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION ENGR. I DATE I CITY I DATE 13+00 14+00 15+00 16+00 TURLEY WA Y CATCH BASIN �o� �rLlcl) co� o^o� �Q0 ^^ ^^ ^^ ^^ ^^ ^^ INT 12+29. 00 TURLEY WAY TURLEY WAY =10+00.00 TKI VENTO PLACE- 10 12 / �� �1 4 I��1 I� 9 CATCH BASIN #C22a s Ioo co 8.26' 29.75' INT 1 �0 v I CURB CURB 6 14+22. 00 TURLEY WAY TURLEY WAY CASE A , W=10 , H=2 u / �' ^ u =10+00.00 DAKVILLE STREET k7a k7a J 7 i cn I 25 8 20 30' 30' 60' SEE SHEET NO. 4 TRIVENTO PLACE SCALE: I "=40' 0 40 80 120 SHOULD CONSTRUCTION OF 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 REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. PREPARED FOR: LENNAR HOMES 980 MON TED TO DRI VE, SUI TE J02 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 w e � - G 3 _ 4 M 1 5� I-y 31 1 �� 7 �LW=L(n Rlw I 1 2 10+45.00 BCR 10+45.00 ECR _ _ _ _EC TC 1682.58 TC I E 1682.42 TC cz1674.12 o Io e �I � 33 Q 3 o �, �I� IN m1� oIN ec 1683.68 TC N1� ,?I� 4 6 11+01.58 BC o 1684.23 TC AMTCHUNE IO' 20' 20' 10' SEE SHEET NO. 3 30' 30' 60' STA = 11#0158 BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, PER PARCEL MAP NO. 19434, P.M.B. 242197--98. BEING.- N003332"W BENCHMARK: CAL TRANS BENCHMARK 18-17 BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVA/NE ROAD. ELEVA T/ON=1428.609 CATCH BASIN #C23c CASE "A", W=10; H=2" ENGINEERING J57 N. SHERIDAN STREET SUITE 117 K o LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. \ l 0712912019 AMIR H. FALLAHI , RCE 55534 DA TE %ROFESS/pN�\ � � z No. 55534 m Exp. 12/31 /19 T CIVIL OF CA - LINE TABLE NO. BEARING LENGTH O NO 40'5J"W 377. 00' © N8979'07"E 56.58' © NO 40'5J"W 270. 42' O N104055"W 42.71' O N80 40 50 "W 42.71 ' F NO 40'5J"W 139. 00' © NO 40'5J"W 10J. 00' PROFILE SCALE HORZ.- 1 " = 40' VERT.- 1 " = 4' CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT O 90 00'00" 45.00' 70.69' 45.00' O2 10 00'02" 110.00' 19.20' 9.62' O3 110 00'05" 60.00' 115.19' 85.69' ® 10 00'02" 110.00' 19.20' 9.62' O 90 00'00" 25. 00' J9.27' 25. 00' CONSTRUCTION NOTES CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) & CITY STD. PLAN NO. 401 2� CONSTRUCT 6" P. C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 3� CONSTRUCT 4" P. C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH = 5 ) 4� CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE PER PLAN) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 100J CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002, SHEET 1 OF 2 7� INSTALL DECORATIVE LED STREET LIGHT PER STREET LIGHT PLAN DESIGNED BY.• JS/BB DRAWN B Y.- JS/A C/JC CHECKED B Y.- AF CITY OF FONTANA, CALIFORNIA ON -SITE STREET IMPROVEMENT PLAN SUMMIT AT ROSENA - TRACT NO.202142 SCALE: AS NOTED TURLEY WAY DA TE: JUL Y 2019 APPROVED B : � E 8/22/19 DRAWING NO: � CITY ENGINEER RCE 51152 5804 0 4 0 0