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C ._ O s • . .-T., ! i . y: . �en. .. ..__ � � -2:7-• 7 i. If: 7. • IT .. ,•\ •___� . . < 9 , f ' • q 1. • o 9391: .0 t.. 06 v e aooa PT ;-n.•. >�.: 4 , ANT - • t O • I Y • • a..,,,,s _ -4,„..„.•_4„., . .., .w'. to w A Grvo% Or�.i-, Ste. /O-f 't ••KA iII' /� y Q Desai.-sm c I . _ .x: n.+ '.. •••, -.ro... ,• a.'r.......x«..:_. 8a. r . . -.. V % o• . O 9 Y 4 uZ E 2 a y o I` .� _' I'• 'AV 9 iti i .. - t: 'set: : .... ..- - 14 N 9zn `?,. \•, ' - , �F 1. - 1 I .. 8 O N , � , . .. .9 . ...®r. Extc�i.�g A.C. Pa✓cmc.-off IO � 'S 9�0` L. .• . ¢ .,,//�, n I ___..v� • . . _ , . VVV Z ' :� SA - AVENUE I - �� �PA N • • • „ ` -` •- '� - Well I: I-JURUPA AVE --- ,+91° Wwtl'• • 1r n__ _ p • VICINITY MAP .� _ �� GENERAL NOTES • r i .I . ; 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS'. PLAN AND THE SAN BERNARDINO ' ` "`4 - •, - COUNTY STANDARDS AND SPECIFICATIONS. t ; y .I - - : • f-1 2. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, '' - - - - `J AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO A DEPTH OF AT LEAST EIGHT (8) INCHES AND '" - MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS . - PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTIVE I. . . . • EFFORT. • 3. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT WILL BE • BENCH MARK C REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE COUNTY s- _ _, s- _ _ RIGHT OF WAY OR EASEMENT. r t. , ; - ' - SAN BERNARDINO COUNTY SURVEYOR B.M. NO.15-21A 4. ALL PIPELINES ORSUBSTRUCTURES OF ANY KIND (AND TELEPHONE AND POWER POLES, WATER r i A BRASS DISK IN BRIDGE WINGWALL 4.0 MILES WEST ALONG S.P.R.R. FROM SIERRA METERS, VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ••• ° - - AVE. OVERCROSSING IN TCP OF SOUTHEAST WINGWALL AT ANGLE POINT OF R.R. • /+ BRIDGE NO. 528.38, 30 FT EAST OF MULBERRY AVE. EXTENDED FROM SOUTH, 8.5 - - LIMITS OF THIS DEVELOPMENT LO OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO DONE } • - t • - - - • a - CONSTRUCTION NOTES FT. SOUTH OF THE MOST SOUTHERLY RAIL, 23 FT. NORTH OF TELEPHONE LINE. - SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE AND AT NO COST t �. - - • • _ ` ELEVATION = 1004.916 TO THE SAN BERNARDINO BE THE OWNERS REESPONSIBIOLITY TO NOTIFY ALL UNTY TAGENCIES CONCERNED.ION DEPARTMENT; IT• SHALL • W e - , - - la-CONSTRUCT 8" CURB 6 GUTTER PER S.B. CO. STD. NO. 115 NOTE: BENCH MARK EQUATION CO - .. _ B.M. "B-19" PER IMPROVEMENT PLAN 730800, LIMITS 138-139, PLOT PLAN 5• ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT W ` - - NO. 138-109 APPEARS TO BE 0.3' HIGHER THAN B.M. "15-21A" (THIS PROJECT THE WORK TO THE PLAN GRADES. • - O e ®-CONSTRUCT COMMERCIAL DitIVEWAY PER S.B. COCO.STD. NO. 129 (W=40 ) • - USE B.M. "15-21A") M ' �„¢• - moo, - 6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR CUTTER, a) - _ - O3 -CONSTRUCT 0.2$ A.C. PAVEMENT OVER COMPACTED NATIVE MATERIAL. THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. W 4:1•10;,Z �e: O4 -INSTALL CLEARANCE MARKERS PER S.B. CO. STD. NO. 304 @ 10' O.C. :,'/4- 7. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MIN- ' �/� - _ Se- _ '• - IMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER �y �x;6fCONSTRUCT 3 : 1 PAVEMENT TAPER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STUCTURES SHOWN TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO TRACT ACCEPTANCE. SEC- 4, ,: ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOW- TIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT , /2' P.L. 20' • LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THESE PLANS. THE CONTRACTOR IS RE- AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAX- . • I - 6a-FEATHER 2' MINIMUM QUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE - DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY IMUM SPECIFIED. PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 8. ALL 0.40% CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY -V %¢q- s/apa /art-/c_a } J ENGINEER BEFORE POURING CONCRETE. - _ , " /�,•< /B/%�b 2.0 % CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY FOR JOB SITE CON- PLAN DITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS • I Y ap^� ��u1u�- - • ANDWORPROPG HOURS;ERTY; THA T THIS HEI EMENT SHALL CTOR SHALLAPPLY DEFE ON INDEM NAF YAND NOT BE LIMITED D THE COUNTY,NORMAL 9 OR DRAINAGE FACILITIES, A SOIL STERIIF ASPHALT CONCRETE IS TO BE DLANT REG STER DDIRECTLY ON BBY THE EGRADE F P.AA POR iHE 2` -��' � J\ y, •- OWNER AND'THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION USE UNDER A,C, AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- ' 1. , • : � . t- • . . - 111= 201 WITH THE' ERFORMAN E OF WORK ON THIS PROJECT, EXCEPTING FORLIABILITYARISINGFROM THE SOLE TURERSRECOMMENDED RATEFOR THE FULLPAVEMENT WIDTH PRIORPAVING. _ !� ' ' ,..%".......... „ ' - NECLI CE.NCE OF THE OWNER OR THE ENGINEER. J - - - '1 T REC ENP T TO ' v:xw 'wy, v A 'ta / H; u a • ,,:1 1 • b F FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLAN W. o. No. • ,o,' :� • Frank Tracadas and Associates, INC. ' • , • ROAD , m • A i/ © \ \� • a �A :.. 463 No. Sierra Way DAP BARD BENT ROAD NO. • • A San Bernardino, CA 92410 DESIGNED BY SA AVENUE 7 :..� Y 3080 v a <,: ,.. I.,(• , _ - _ . • (714)884.1115 DRAWN BY Z``" 8',� FILE N0. ". TYPICAL ,SECTION 'SANTA ANA AVENUE CHECKED BY ASST. COMMISSION R-ENGR. DATE ' ow 138-139 Z + ,.r . ,. 7/26/Oir PLOT PLAN NO. 137-109 ' „ ,:•- lana RECOMMENDED BY: = - � ' a- ,r. `" ",. • ' =, - . ? +. - Design Fronk Tracadas R.C.E. 11447 Date MARK REVISIONS APPR DATE COUNTY ENGINEER DATE "-- -.- - - - - -- - -- 'SHEET I OF I _-. R, 342