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HomeMy WebLinkAbout5808-410+00 SEE SHEET NO 3 SHAFER COURT 60' 30' 30' 20' 1 20' 13+64.55 PCC 1674.39 TC —EC 6- f4-. 4 T TC 39 N i BC_ _ 1674.7� N 38 INT 10+00.00 ROYAL OAKS WAY =14+44.87 SHAFER COURT MIMI 59 i-s 11 +00 12+ 00 13+ 00 14+00 15+ 00 SEE SHEET NO 5 PEGASUS BAY PLACE 60' � INT 10.10 ROYAL OAKS WAY _12_+ r=10+00. 00 STAG'S LEAP LANE 73 7 I 9 I 7 7 7 7 7 �� 72 �° °'I I N6 77 �� o 70 �� �� 69 0 �Zo 68 �Q0 67 00 U L 8" SEWER I J R/W -, - J Ig a Ll 1 �J f A I � ZZ 7 �6 �2 g " WA TER BY 6 + 8 + > / w THER — ir/T--- t 37 g 206, 6 --- 7R/W34_0+44.77 BCR 36 �� /� X �j1683.61 TC �/co 1,� W v vI -- "�� I� �/ ° �% 35 Q °lo ml� I� CO O Q Q� co 'z r CO �' ol�+I� 20' 20' �I 33 N +� 7 7 �I� 30' 30' NIA Q a SCALE: 1 "= 40' 60' SEE SHEET NO 2 7 0 40 So 120 STAC'S LEAP LANE / N s 2 coo N R/W LO 32 �� 31 ,I 7 7 9 s- ml� 30 +I 15 8" WA TER �w ROYAL OAlv\jc W14Y 30' '50' 20' 20' 25 i 26 i s i 29 INT \� 15+81.29 ROYAL OAKS WAY =16+ 17.19 PEGASUS BA Y PLACE M 27 PROFILE SCALE HORZ.• 1" = 40' VERT: 1 " = 4' CONSTRUCTION NOTES 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 6� 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 G)— INSTALL DECORATIVE STREET LIGHT PER STREET LIGHT PLAN CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT O 5 3747" 600.00' 58.96' 29.50' 20 52 20'02" 45.00' 41.10' 22.11 ' 0 28 2435" 300.00' 148.75' 75.94' ® 52 20'02" 25.00' 22.83' 12.28' O 28 2435" 280.00' I38.84' 70.88' © 7'00'59" 110.00' 13.47' 6.74' O7 80 O8'28" 60. DO' 83.92' 50.47' ® 4 40'12" 110.00' 8.97' 4.49' O9 16 5334" 320.00' 94.35' 47.52' LINE TABLE NO. BEARING LENGTH O NO 40'53"W 365.25' © NO 40'53"W 224.84' © N87°1728"W 42.71 ' O N12 34'03"E 42.71 ' p PREPARED fOR: BASIS OF BEARING ENGINEERING 357 N SHERIDAN STREET CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED SUITE 117 pFEss/p THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 O eR /v IMPROVEMENTS NOT COMMENCE �� H FA<< ON -SITE STREET IMPR O VEMENT PLAN WITHIN TWO YEARS OF THE DATE OF 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 �, ��`� 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 MONTECITO DRIVE SUITE 302 BEING.- N003332"W Engineering, Inc. � No. 55534 m DESIGNED BY SUMMIT AT ROSENA -TRACT NO. 202I43 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 BY.• ROYAL OAKS WAY DATE. YOU DIG YOU DIG REVISIONS TO THE PLANS TO BR/NC FAX 951 817-3650 CAL TRANS BENCHMARK 8-17 l `' T9TFOF A1L�F��� JS A C 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��C�'4►' 8/ 1 /2 019 DRAWING NO: 4 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