The URL can be used to link to this page

Home My WebLink About2588-1STREET IMPROVEMENTS NOTES: A 1. THE CONSTRUCTION OF, ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO ,THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, ENGINEERING DIVISION, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS: DATED 1975, AND ANY REVISION THEREAFTER. 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. A 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 HUNTER S RIDGE STREET IMPROVEMENT PLANS F �RAC F \OS .01 Z_ z * _573 & ---573 2 ' 5' VIDE 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES SIDEWALK FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE 15' 4' 15' 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. _ CURB 4' CLR. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE FACE MAILEBOXEST' CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ETC. 11. ALL PIPES OR • SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE SIDEWALK D ETAI L OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION N.T.S. 3 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 C/L STorrT nuT �„ 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 PAVEME 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. CUF 16. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE PROJECT LOCATION "RECORD DRAWINGS''� c SUDBURY WAY y n N 7 Nl NW t'1 N �' i Ni O N � � �'O � N 7� � V3 103 w 3 c1 10 lop 0 7- R10 O)ATM W 0- -0a� AVENUE UNDERGROUND UTILITIES & STRUCTURES O or-��AFyNM°N�p,L THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF 7 �N i -f� y fit► AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE -s Z� N / CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO a \ PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION iO 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." � INDEX MAP SCALE: 1 "=200' � PRIVATE ENGINEERS NOTICE TO CONTRACTORS CITY OF FONTANA. STREET LIGHT LOCATION DETAIL QUANTITY 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE N.T.S. DESCRIPTION UNIT DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH TRACT NO. THE CITY OF FONTANA STANDARD DETAILS. , 14573 OCONST. .18., CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE 54,735 132,140 SF SPECIFICAT' IMMEDIATELY IONREPORDT AIDRE THERE CONFLIICTIS OR MAY OR POSSIBLE E CONFLICTCONFLICT TO THESHALL UTILITY PURVEYORS: OWNER'S REPRESENTATIVE. O2 CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 2,913 6,760 LF 19. STERILANT REQUIRED -UNDER ALL A. C. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL ELECTRICITY SEWER MARKS CABLEVISION HAVE BEEN PLACED, INSPECTED AND APPROVED. SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 20 DISTRIBUTION PLANNING 8353 SIERRA AVENUE 4240 HALLMARK PARKWAY 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO 7951 REDWOOD AVENUE P.O. BOX 518 SAN BERNARDINO, CA 92407 WORKING AROUND THEIR FACILITIES. FONTANA, CA 92336 FONTANA, CA 92335 (909) 880-0220 22. ALL BACKFILL COMPACTION TO BE -CERTIFIED BY SOILS ENGINEER AT (909) 357-6562 CONTACT. ARMANDO GONZALES (909) 350-7610 CONTACT. JOE DEARMAN NO COST TO THE CITY.' I GAS OWNER f DEVELOPER GTE CALIFORNIA. INC. 23.- ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF SOUTHERN CALIFORNIA GAS CO. ALPER DEVELOPMENT CAB20VF - THE CITY ENGINEER. DISTRIBUTION PLANNING 6101 CHERRY AVENUE 870 NORTH MOUNTAIN AVENUE 24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND 16231 VALLEY BOULEVARD FONTANA, CA 92336 899-0156 UPLAND, CA 91786 (909) 931-2472 APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING FONTANA(909) 92335 (909) 428-8402 (909) CONTACT: CRAIG SWARTS CONTACT' DANIEL TUCKER OF ANY' PERMANENT PAVEMENT. CONTACT. DAVID PADILLA COMCAST CABLEVISION WILTEL, INC. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS WATER 1205 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS REQUIRED BY THE CITY, ENGINEER. FONTANA WATER COMPANY ONTARIO, CA 91761 LAS VEGAS, NEVADA TO LOS ANGELES, CA 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 8440N 8440 UEVO AVENUE 909 988-8322 X3055 CONTACT: JACK CONTACT: UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 FONTANA, CA 92335 TULSA1 19) STRIPING ' GENERAL NOTES: (909) 822-2201 S=2'_ (MODIFY TRANSITION FROM 24" TO 48") 8 588-3397 - EA 11 947-9441 (LOCAL CONTACT) i LOCAL CONTACT: JERRY KENNEDY 1_ ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND _ 1 EA STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS SAWCUT AND REMOVE EXISTING CURB AND GUTTER. - 10 AND SPECIFICATIONS • FOR THE CITY OF FONTANA AND THE 13 R1 STOP SIGN TO BE INSTALLED BY THE CITY OF FONTANA. - STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. EA PAINTED STOP BAR AND STOP PAVEMENT MARKINGS PER CALTRANS 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL (000ETHRORTH IS OF BEARINGS: CONFORM TO CALTRANS STANDARD PLANS. 1 BENCHMARK: ELEV. 1313.04 15 CONST. COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-A, W=24' 270 LINE OF THE NORTHWEST ONE SF 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. INSTALL BOLLARD (BOLLARD TO COMPLY WITH THE REQUIREMENT OF THE FWE 43 - RAILROAD SPIKE IN E.P. BY HALF OF SECTION 23, TOWNSHIP 1 NORTH, HUNTER'S RIDGE SPECIFIC PLAN AND SHALL BE APPROVED BY CITY 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES 3 PP#1536663E SLY. SIDE OF BASELINE RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK SHALL BE IN TWO (2) SEPARATE= COATS. A FINAL COAT IS TO BE 220' E'LY. OF CHERRY AVE. CONST. 6" THICK CONC. APRON PER CITY OF FONTANA STD. NO. 102-A 270 250, PAGES 48 THROUGH 66 OF MAPS, SF APPLIED ,BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER PRIORZD PLACEMENT Of t.ONCRETE CIT`( INSPECZ[1R SHALL APPROVE GRADES ON APRON RECORDS OF SAN BERNARDINO COUNTY. 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- RUCTION SITE LEGAL DESCRIPTION: WISE INDICATED ON PLANS. ' 6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"X2" (i2 GA) MARK: ELEV. 1534.50 LOT 11A OF TRACT N0. 13750 IN THE CITY WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE SQUARE ON CATCH F36FT. BASIN OF FONTANA, COUNTY OF SAN BERNARDINO, PUNCHED-OUT. LE,NGTH'MAY VARY WITH SIGN INSTALLATION TO W. CURB RETURN CALIFORNIA, PER AMENDING MAP RECORDED MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY H DR. & CHERRY AVE. BOOK 250, PAGES 48 TO 66, INCLUSIVE, ONE PIECE ANCHOR, 2 1 /2'X30"X6 GA. (NON PERFORATED), TO FIT E. CA BRIDLEPATH DR. RECORDS OF SAN BERNARDINO COUNTY. A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR W. C/L CHERRY AVE. 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 ALLQROFES.S/pN TIMES. Underground Service Alert A. F7 8, CONTROL POINTS OR •"CAT -TRACKING" IS TO BE APPROVED BY THE o Call: TOLL FREE ,w�`�!� y = TRAFFIC SECTION PRIOR TO PAINTING. 1-800 `'' No� 275 z�•, 9. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE 422-4133 * Exp -9/30/99 DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/ OR TWO WORKING DAYS J� C11A '9�` OF, '' REc02D DeA,wi"S" Te. X4573 CONSTRUCTION STRIPING,& SIGNS MAY BE REQUIRED BY THE ENGINEER. BEFORE YOU DIG CAL'► " RECORD DRAWIN155"T11. 145173,-?- 45173.2REVISIONS REVISIONS 11=0.0 ENTRY STREET NOT TO SCALE Iu Ia 1 Ia 1 lu 5' 1 1 5'. LOCAL STREET NOT TO SCALE TI=5.5 CUL-DE-SAC NOT TO SCALE VICINITY MAP N.T.S. 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 a 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: a No. SW2J R FGv 00 . � aAw1NG S /,/Z/4fZ-All" i � P R. HUDDLESTOM. JR. DATE 01 QUANTITY QUANTITY ITEM DESCRIPTION UNIT TRACT NO. TRACT NO. 14573-2 14573 OCONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, 54,735 132,140 SF SEE GENERAL NOTES NO. 6 & 7 HEREON O2 CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101 2,913 6,760 LF 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER OCONST. CITY OF FONTANA STD. NO. 105A AND PER DETAIL HEREON. 10,365 23,495 SF O4 STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-100-HPS- 7 20 EA K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. OCONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS 650 3,400 SF MODIFIED PER DETAIL ON SHEET 3. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA OCONST. STD. NO. 104-A (INCLUDES HANDICAP RAMP & SIDEWALK LANDING) 4 10 EA CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE O PAVEMENT WITHIN HUNTER'S RIDGE. INSTALL PER DETAIL ON SHEET 6. _ 1,395 SF OCONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102, 4,635 13,570 SF W=16 . O9 INSTALL BARRICADE PER CITY FONTANA STD. NO. 118 50 - LF CONSTRUCT PARKWAY DRAIN PER APWA STD. PLAN 151-0, INLET TYPE I, 10 S=2'_ (MODIFY TRANSITION FROM 24" TO 48") _ 1 EA 11 CONSTRUCT PARKWAY DRAIN PER APWA STD. PLAN 151-0, INLET TYPE I, S=6'. (MODIFY TRANSITION FROM 24" TO 36") _ 1 EA 12 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. - 10 LF 13 R1 STOP SIGN TO BE INSTALLED BY THE CITY OF FONTANA. - 1 EA PAINTED STOP BAR AND STOP PAVEMENT MARKINGS PER CALTRANS 14 STANDARDS TO BE INSTALLED BY THE CITY OF FONTANA. _ 1 EA 15 CONST. COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-A, W=24' 270 270 SF 16 INSTALL BOLLARD (BOLLARD TO COMPLY WITH THE REQUIREMENT OF THE HUNTER'S RIDGE SPECIFIC PLAN AND SHALL BE APPROVED BY CITY 3 3 EA INSYECTaR, CITY OF FONTANA PLANNING DIVISION) 17 CONST. 6" THICK CONC. APRON PER CITY OF FONTANA STD. NO. 102-A 270 235 SF PRIORZD PLACEMENT Of t.ONCRETE CIT`( INSPECZ[1R SHALL APPROVE GRADES ON APRON 01