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HomeMy WebLinkAbout5808-643 INT 10+00.00 RUBICON WAY =12+28.93 SHAFER COURT 42 41 10+00 T \ 11 +00 ml� �I� 57 0 of �I� o �i N II L a') II a —� 58 " SEWER 56 0 o O � NNE 12+ 00 13+ 00 SEE SHEET NO 2 OAKVILLE STREET 7 60' 7 0 54 � 30' 30' I ' v 20' 1 20' 55 0 �I N + Q o SIN NI ^I� NIA I C� QI NI� 12+73.93 BCR I 18" STORM DRAIN 1673.84 TC DO A 0 `D 0 o I� olti 59 `°I' 60 , 61 N I I 20' 20' '50' 30 c� 60' 7 SEE SHEET NO 3 11 14.80 RUBICON WA Y SHAFER COURT _ + / (`A T(`N RA q/A/ CATCH BASIN #CA-15 CASE "A'; W=14; H=2" 14+00 o N- ml �o 7o C� �IQ 21 +21.00_ECR F 1685.10 TC 15+ 00 16+ 00 I 20 8 (Z) �0 21 L INT 15+83.80 RUBICON WAY I3+09.57 BCR _ 13+54.57 PEGASUS BA Y PLACE R/W 1692.75 TC S A S S - J ` - S 22 - 14 - - - 1 -15 - D 2 3 w w w w 5 R W 8„ WA TER - = - - 66 s I o 23 N 62 63 I 64 65 ; m I C� ~ �l0 Q Lr) 20' 20' 30' 30' I � INT 60' — I3+20.00 RUBICON WA Y 7 =21+66.00 OAKVILLE STREET SEE SHEET NO 5 PECASUS BAY PLACE RUBICON WA Y SCALE- 1 "= 40' 0 40 80 120 (,AI C,H IfASIN iFGA-74 CASE "A" W=21, H=2" PROFILE SCALE HORZ.• 1 " = 40' VER T 1 " = 4' LINE TABLE NO. BEARING LENGTH O NO 40'53" W 583.80' © NO 40'53" W 230.00' © NO 40'53" W 173.80' O NO 40'53" W 493.80' CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT 01 90 00'00" 25.00' 39.27' 25.00' CONSTRUCTION NO TES CONSTRUCT 4" MIN. AC PA VEMENT OVER 12" MIN. OF 959 COMPACTED NA TI VE 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) 5� CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002 (SHEET 1 OF 2) INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 INSTALL DECORATIVE STREET LIGHT PER STREET LIGHT PLAN i 0 p PREPARED FOR: BASIS OF BEARING ENGINEERING 357 N SHERIDAN STREET CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED SUITE 117 pFEss/p �/v IMPROVEMENTS NOT COMMENCE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 �� H FA<< WITHIN TWO YEARS OF THE DATE OF 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 ON -SITE STREET IMPR O VEMENT PLAN �, ��`� yy ��, LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242/97--98. SURVEY/NC FAX (951) 279-4380 z o APPROVAL SHOWN HEREON AND 980 MONTEDTO DRIVE SUITE 302 BEING. N003332"W Engineering, Inc. No. 55534 DESIGNED BY SUMMIT AT ROSENA - TRACT NO. 202143 SCALE DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, Exp. 12/31 /19 JS/BB AS NOTED BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE CORONA, CA 92879 BENCHMARK: "" 951 817- 3545 . �� *s * DRAWN B Y.• RUBI CON WAY DATE. YOU DIG YOU DIG REVISIONS TO THE PLANS TO BR/NC FAX 951 817-3650 CAL TRANS BENCHMARK 8-17 l,4 TgTFOF A1L�F��� JS AC JC JUL Y 2019 THEM INTO CONFORMANCE WITH ( ) # 0711112019 TOLL F R E E DIAL 811 STANDARDS IN EFFECT. BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343 N/0 /-210, D. 2 CHECKED B Y.• APPROVED B Y.c�%�7�4►' 8/ 1 /2 019 DRAWING N0: 6 A PUBLIC SERVICE BY MILES WEST OF SAN SEVA/NE ROAD. AMIR H. FALLAHI , RCE 55534 DATE DATE UNDERGROUND SERVICE ALERT ELEVAT/ON=1428.609 AF CITY ENGINEER RCE 51152 5808 6 REV. REVISION DESCRIPTION ENGR. DATE CITY DATE 0