Loading...
HomeMy WebLinkAbout2747-12FITTW-A Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q 81048'55" 45.00 64.26 38.99 Q 81048'55" 25.00 35.70 21.66 Qc 25015'52" 57.00 25.13 12.77 Q 132°20'39" 58.00 133.97 131.33 QE 90000'00" 30.00 47.12 30.00 CONSTRUCTION NOTE5- O CONSTRUCT 4' AG PAVEMENT CMIN) OVER 4' COMPACTED NATIVE MATERIAL C5EE GENERAL NOTE 27 + 28) Q4 CONSTRUCT G" CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 10 CONSTRUCT 4' CONCRETE SIDEWALK PER CITY 5TD. DWG. NO. 105A. W=PER PLAN 13 INSTALL STREET LIGHT CSCE #15) 16,000 LUMEN 15 ADJUST MANHOLE OR VALVE COVER TO GRADE. 21 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102,W=PER PLAN. Js "miwX;rl1fi mlfol KAUFMAN L: BROAD ATTN: MR. Tit.,! JONES, 601 CORPORATE CENTER DPS. SUITE 201 POMONA, CA. 91766-2641 PHO€IE: (909) 602-1100 11 La rr PARI; C>. [N- C-' :.! _0 AND RESPON ;,Lr FOR A -,i C ��PS Sr G !'I aSliiN^a WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THPRF:n! REVISIONS BENCH MARK #E3-17 CALTRANS BASIS OF BEARINGS THE BASIS OF BEARINGS FOR BRASS CAP IN CONCRETE S.C.E. IS THE SOUTH LINE OF THE TOWER LEG, 343' N//0 HIGHLAND QUARTER CF SECTION 26, TO AVE. 0.20 MI. W 0 SAN NORTH ,RANGE 6 WEST SAN B HIGALANDRDAV�.2.FROMISIERALOAVE. MERIDIAN SHOWN AS N 89037 A MAP FILED IN BOOK 88 PA I ELEVATION: 1428.6090 RECORDS OF' SANLBERNAbD°INO PREPARED IN THE OFFICE OF r ..:SOLE AND ASSOCIATES, INC. �opPiLTONN9` OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 CZ RANCHO CUCAMONGA, CA 91730 ¢ No. 14812 PHONE (909) 948-1311 * Exp: 3-31-0 APPROVAL DATE APPROVAL DATE �. MADOLE R.C.E.14814 DATE N Z J HLLI LLI EMAP CITY OF F01`14TANA,L_ CAI FORM I A ST vi 61"° ' PUBLIC WORKS DEPART LNT W Ota TY. DRAWN BY: I SCALE: S. C. TRACT NO. 15839 o DESIGNED: AS SHOWN STREET IMPROVEMENT PLANS ICHECKED: MT, PALOMAR LANE i DATE: 00 Lo M. B. JOB N0. / DWG. N0. SHEET N0. oz 126-964 APPROVED G�/ - _ 9� 2747 1 20F 21 I / laljlldaR CITY ENGINEER R . C . E . 25126 "E" STREET — 3 [0, 147] PF: 15839 618 20—Sep-99 03:46 PM / 126-964-1 DWG. DATE: I_