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I 20' RT �V/r. 1p i O 1 - l9 1 2 1 I I I I F I � e9i s 0 N 36 3G' "` 0 d I I 1 4 4.. 5 6 1 7 I 8 B / pu NrE ., I A N I 'O0 IV I 1 V 20 14' 22' 22' - 14" + w I { .:. --_-.._ I ,' � .. g .` _ I I _ _N_ _ _ U I, ., i �9 N I I _ I I I ; CURB �URE GIfTTER - by^� �(/ 6p, .. 6 �y I- I - - -� fie. S e' S5 - - BUTLER PEAK WAY SEE SHEET 6 it � a - � 10' , N i 34 1z,5' V, D� ,D,�'� >e ems`' v 11 O W w SUMMIT AVE D� v Z 0 0 D 1583q - CONSTRUCTION NOTES + °° SEE TR. IMP �I /- /1 I 1- 1 / /1 I I C O /1 ``-h \t I y TL_ V \1 e) Z v w O SEE STREET -ZIA-1 g7a9 m > 1/ f/ -\t I y 11- �/ I pwr *1° . . F gµ®5T W • 2 OF 2l I+ 3 „ o-GONSTRUGT 5 1/4• AG PAVEMENT CHINO OVER COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 + ffiO _n RECORD DRAWING I (� �3 - - o - CONSTRUCT 8' CURB 4 GUTTER PER CITY STD. DWG. NO. 101. .�'�'.`is tea%(:_ ',W �y � THESE REGORC DRAMNG,S NAVE BEEN PREPAFIED IN PART, Ctd R q � . T is ;�''.Sis OF INFORMATION COMPILED AND N° 62 - CATCH BASIN No. 6 %1 ,. ,..,...^, ,,. � ,. ^.... ....__.... ^_.. ,.,... . _., ..,.,r• ... .,.. ..^�...,-^ PLAN FURNIS SIBL v =OR w RS. `HE=NGINEER WILL NOT BE RESPONSIBLE FOR A?dY ER90R8 OR OMS WHICH 1k NOT TO SCALE O6 CONSTRUCT RAMPED CURB RETURN PER CITY STD. NO. 104A. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS AR�ULTTNEREOF. I �" 11 BENCH MARK: #8-17 GALTRANS BASIS OF BEARINGS:11 0 F F 0 N T A N A CALIFORNIA @ ^^"T^ Of eONGRE'^ "- - W - PER THE BASIS OF BEARINGS FOR THIS MA CITY CAP IN CONCRETE S.C.E. IS THE SOUTH LINE OF THE NORTHEAST TOWER 343' N O f 8 INSTALL 2" X 6• REDWOOD HEADER. - LEG HIGHLAND QUARTER OF SECTION 2fi TOWNSHIP 1 AVE., 0.20 MI. W O SAN NORTH ,RANGE 6 WEST SaN BERH(+RDINO SEVAINE RD. 2.65 M� W ALONG MERIDIAN SHOWN ASN 89°37'36 W 0 P U B L I C W 0 R K S D E P A R T M E N T %nl. �.��Tk� oro I HIGHLAND AVE- FROM SIERRA AVE. A MAP TILED IN BOOK 88 PAGES 36 DATA oheuvknr rrry crn nu,� w�� „n 10 INSTALL STREET LIGHT CSGf #'2JO22.000LUMEN PLANS PREPARED FOR: REM ie�` f THROUGH 42, INCLUSIVE OF SURVEY ELEVATION: 1428.6090 RECORDS OF SAN BERNAF10INO URVEyy. DRAWN BY: TRACT N0. 15839-1 SCALE: Q DELTA/BEOUNT ARING RADIUS LEN./DIST. TANGENT PREPARED IN THE OFFICE OF ' 90' 00 00 35.00 5¢.98 $ l06, 11 CONSTRUCT O LOCAL DEPRESSION PER GITT'STO. DWG. NO. 121_WIDTH PER PLAN MADOLE AND ASSOCIATES, INC, p60FESSIO,y,I� DESIGNED: MODEL SITE �� LT 2 yni 0/V F AS SHOWN 75• 35'37" 55. 00 72.66 42.66 12 ADJUST MANHOLE OR VALVE; TO GRADE.. - KAUFMAN & BROAD OF THE INLAND EMPIRE I M y� � M.A. STREET IMPROVEMENT ,PLANS B _- ATTN: MR. TIMI JONES 10601 CHURCH STREET STE. 107 m a CHECKED: ROAD DATE: © 98'10'49" 60.00 102.81 69.24 13 REMOVE EXISTING PAVEMENT. 801 CORPORATE CENTER DR. - RANCHO CUCAMONGA, CA 91730 No . 14814 SAN SEVAINE APRIL 1999 0 -CONSTRUCT AG OVERLAY 1u MIN. SUITE 201 PHONE (909) 948-1311 ¢ Exp: 3-31-01 * M. B. POMONA, CA. 91768-2641 s Q JOB N0. DWG. NO. SHEET N0. PHONE: 909 802-1100 ENGR'S CITY e / pQ �� a^zr_r, 4JMADOL 4JF FIChl1FOQa~ 126-964 APPROVED 274€ 5 OF 8 DATE DATE REVISIONS APPROVAL APPROVAL E R.C.E.14614 DATE CITY ENGINEER R.C.E. 25126 SAN SEVAINE AVE. - 1410,1471PF: 15839 611 09 -Apr -99 04:00 PM / 126-964-1 DWG. DATE: 7/07/99