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HomeMy WebLinkAbout2994-3N 0 0 N J it v 0 0 a_ 41 10+00.00 DARLENE LANE _ 15+11.53 JULIAN LANE 1410.51 FS 40 39 10 11 12 13 14 TAILWIND LANE SEE SHT 2 54' 27' 27' 40' a- U w U � H 62 63 64 65 66 +� r7 d- 5' P.U.E. 10+44.91 BCR r R/W 6 1417.'71 TC I I it I I!/ , CD:.... - L T iw II i I 14+64.0 BCR 6 5' P.U.E. U 36'52' 12" r II ( I 1409.70 TC R/W m C) B to II i 253'44'23" 168.29 II w Ito I I i LO co 62.00' z I� ¢017 16 15 14 13 12M 16.01' 6' 20' 20' 6' + 014- — 147°47'30" 26' 26' 200.89' 52' JULIAN LANE SEE SHT 4 CURVE DATA DARLENE LANE O R Q L T A 62.00' 36'52' 12" 39.90' 20.67' B 38.00' 253'44'23" 168.29 50.67' C 62.00' 28°57' 18" 31.33' 16.01' D 58.00' 147°47'30" 149.61' 200.89' E 25.00' 89'52'54" 39.22' 24.95' F 43.00' 89°52'54" 1 67.46' 1 42.91' TOLL FREE v 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE 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 CONDITIONS AND STANDARDS IN EFFECT. PLANS PREPARED FOR YOUNG HOMES 10370 Trademark Street Rancho Cucamonga, Ca. 91730 (909) 477-6715 010�A 15 EC 1418. \ PRC 1418.01 TC 7 II � 8 rp Xp� xppo�9 ®q ti 9 F� 44 PRC 1413.86 TC BC 141 CONSTRUCTION NOTES (D-- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 2a—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 31 and 32) CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 O5 — CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5', WIDTH 16' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 REVISIONS Engineer city BENCHMARK No. Approval Date: Approval Date: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. «ELEVA-nON: 1365.01 , , , , 10 11 12 13 U H N 51 rn 52 Ot` JULIAN LANE SEE SHT 4 NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. 40 PROFILE HORIZ: 1"= 40' VERT: 1"= 4' GRAPHIC SCALE 0 20 40 80 ( IN FEET ) QRECORDI r,M 1 inch = 40 ft. These Record aESSION an 'AMr s Q �S.tPon bow M�,��Fti�Z NNW 4 �Of ♦t *� 3976 CN�� srq�OC��`� DATE '.i IF Prepared By: CITY OF FONTANA, CALIFORNIA QR J. n n Y ALLARD ENGINEERING �`" sj 4` STREET IMPROVEMENT PLANS - Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: TRACT NO. 16158-2 Scale: Yz Y Y: No. 36052 m Fontana, California 92335 WF DARLENE NE BCRRW U Exp. 6/30/2004 (909) 356-1815 Fax (909) 356-1795 s, civil -� , VOL- Designed By: JF/D <-AND IIEG C RT 1414.01 TC / m Approved: S Dwg. No. 3 w17+18.09 Z DH ITY ENGINEER R.C.E. 51152 2W4 6 I U N i o ;� 59 58 57 56 a LO 18' 18' I 0 I 25' 25' MEGAN COURT 50' JULIAN LANE SEE SHT 4 NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APPROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. 40 PROFILE HORIZ: 1"= 40' VERT: 1"= 4' GRAPHIC SCALE 0 20 40 80 ( IN FEET ) QRECORDI r,M 1 inch = 40 ft. These Record aESSION an 'AMr s Q �S.tPon bow M�,��Fti�Z NNW 4 �Of ♦t *� 3976 CN�� srq�OC��`� DATE '.i IF Prepared By: CITY OF FONTANA, CALIFORNIA QR J. n n Y ALLARD ENGINEERING �`" sj 4` STREET IMPROVEMENT PLANS - Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: TRACT NO. 16158-2 Scale: Yz Y Y: No. 36052 m Fontana, California 92335 WF DARLENE NE AS NOTED Exp. 6/30/2004 (909) 356-1815 Fax (909) 356-1795 s, civil -� , VOL- Designed By: JF/D <-AND IIEG C RT Date: APRIL 2002 ���ao qTF OF Cp,L�FO� Raymond J. Allard, A.C.E. 36052 Date Checked Approved: S Dwg. No. 3 Z DH ITY ENGINEER R.C.E. 51152 2W4 6 Filename: M:\DWG\15902\STREETS\St-3.DWG