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Home My WebLink About2454-1m I STREET IMPROVEMENTS NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA CHAPTER Of THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA, WITH THE CIN OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33 OF THE BUILDING CODE, LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COUSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. SUBGRADE PREPARATION SHALL BE DONE PURSUANT TO SECTION 301-1.2 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) SPECIFIED AS FOLLOWS: AFTER ROUGH GRADING HAS BEEN COMPLETED, WHEN SCARIFYING AND CULTIVATING ARE REQUIRED, THE ROADBED SHALL BE LOOSENED TO A DEPTH OF AT LEAST 6 INCHES. THE LOOSENED MATERIAL SHALL THEN BE WORKED TO A FINELY DIVIDED CONDITION AND ALL ROCKS LARGER THAN 3 INCHES IN DIAMETER SHALL BE REMOVED. d. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 16. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND ,WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER AT NO COST TO THE CITY. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. STRIPING GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD, UNLESS OTHER- WISE INDICATED ON PLANS. HUNTER'SiRIDGE STREET IMPROVEMENT PLANS TRACT N040 145'3- 1 +6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"X2" (12 GA) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1 /2'X30"X6 GA. (NON PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT THE TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 9. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/ OR CONSTRUCTION STRIPING do SIGNS MAY BE REQUIRED BY THE ENGINEER. S' MADE SIDEWALK 4' 4' CLR. _T FFIACE STREET LIGHT, MAIL BOXES ETC. SIDEWALK DETAIL_( N.T.S. 3 UTILITY PURVEYORS: SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6562 CONTACT: ARMANDO GONZALES SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 C909) 428-8402 ONTACT: DAVID PADILLA �IIAT�, FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 QWNER,DEVELOPER ALPER DEVELOPMENT 6101 CHERRY AVENUE FONTANA, CA 92336 (909) 899-0156 CONTACT: ROGER HATCH COMCAST CABLEVISION 1205 DUPONT STREET ONTARIO, CA 91761 (909) 988-8322 X3055 CONTACT: JACK HAYES CONSTRUCTION SITE BENCHMARK: ELEV. 1534.5 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N. E. CABRIDLEPATH DR. 36 FT. N. W. CACHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY SPP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. Underground Service Alert Call: TOLL FREE 1-800 422-4133 THIO wOMM DAY: BEFORE YOU DIG //--0- 10 7 s Rp�p carr A PART20 �� 3 n �► 4 2 1 23 J 24 so 40O s se * o 25 w +e 2 36 A 26 / so 42 � N F&MMMAWMI 27 ss �, 2e 33 / n 432 / 46 so 47 so 'ATN DRIVE INDEX MAP 6 ' SCALE: 1"=175' ARKS CABLEVI FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT: JOE DEARMAN ,GTE CALIFORNIA, INC., CA820VF 670 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 909) 931-2472 CONTACT: DANIEL TUCKER IMLTEL, INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 ' P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918 588-3397 909 947-9441 (LOCAL CONTACT LOCAL CONTACT: JERRY KENNEDY BASIS OF BEARING THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. AL DESCRIPTION: LOTS 1 - 50 OF TRACT NO. 14573-1, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER MAP RECORDED IN BOOK , PAGES TO , RECORDS OF SAN BERNARDINO COUNTY. LEVEL (LINE T1=6.5 NOT TO SCAIrE 11 I A� TI=5.5 LOCAL NOT TO SCALE TI=5.5 ML -DE -SAC NOT TO SCALE 0 VICINITY MAP N.T.So UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ,AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCTION NOTES & QUANTITIES: QUANTITY ITEM DESCRIPTION UNIT TRACT N0. 14573-1 OCONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, 88,470 SF SEE GENERAL NOTES NO. 6 do 7 HEREON �2 CONST. 6" PCC CURB do GUTTER PER CITY OF FONTANA STD. NO. 101 4,800 LF OCONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER 22,320 SF CITY OF FONTANA STD. NO. 105A AND PER DETAIL HEREON. STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING �4 K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- 13 EA K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLEDY SCE. OCONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, 4000 SF W=16'. OCONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA 4 EA STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING) OCONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS 1,310 SF MODIFIED PER DETAIL ON SHEET 3. OCONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE 2,752 SF PAVEMENT WITHIN HUNTER'S RIDGE. INSTALL PER DETAIL ON SHEET 3. ' 90 CONST. BARRICADE PER CITY OF FONTANA STD. NO. 118. 1 EA