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Home My WebLink About1825-1I». GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. PUBLIC WORKS DEPARTMENT, CITY OF FONTANA, 13ATEO 1975. _ 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE.ENGINEER TO ENABLE THE CONTRAC- TOR TO CONSTRUCT THE WORK TO THE PLAN GRADES CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF OF CONSTRUCTION. 4. 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. 5. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 6. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 7. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 8. ALL"MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 9. BACKFILL MATERIALS TO HAVE S.E. OF 30 (MIN.) AND MINIMUM COMPACTION OF 90%. 10. ALL NEW OR EXISTING VALVE CANSAND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 11. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 12. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 13. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATEDLY. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. ' 15. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING C 0 NTRA GTO R . PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EDUIVALENTS.AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OT THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REV1510N AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING PRIVATE .ENGINEER'S NOTICE TO CONTRACTOR- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE�OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANDTHATTHE CONTRACT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR .THE ENGINEER. CAUT I ON: 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. BENCH MARK FILE 1 USCGS STATION 'PACEL' 1963.90'± ELY. OF RAILROAD TRACKS AND 28'± SLY. OF CL BASELINE. 1'.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. +364 ELEVATION 1301.54' STREET, I NPROVEN FOR ENT - PLANS 3094- I 8r 13094 IN. THE CITY OF FONTANA COUNTY OF SAN BERNARD -2 INO go 091. 1116NIF W Z W a SOUTHERN CONSTRUCTION NOTES IMPORTANT QUANTITIES DESCR I P T'I ON: TOTAL U_ NIT QUANTITY 13094-1 13094-2 (D -CONSTRUCT A.C. OVER A.B. PAVING. CASSUME'4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.) S. F. 48650 30120 18730 0_1 CONSTRUCT 5." CURB b GUTTER PER ;ITY STD. 101. L. F. 27-46 1670 .1075 CONSTRUCT 4" THICK P.C.C. S I DEVALK PER CITY STD. 105A0 - S.F. 6 070 3710 2360 O 600 . CONSTRUCT RESIDENTIAL DRIVEWAY''PER CITY STD. 102 [W=16' MAX; X=3'1 SCALE IN FEET LEGEND EXACT LOCATION TO BE DErERMINEO AT TIME OF CONSTRUCTION S.F.8005 4860 3145 �.. EXISTING (D- CONSTRUCT MODIFIED SIDEWALK DRAIN PER CITY STD. 124 'A, MODIFIED PER IMPROVED PROVED STREETS SIDEWALK DRAIN. DETAIL ON SHEET 110.2. -__ EA. 1 0 1 PARK C9�-----o INSTALL SINGLE 5800 H.P.S. STREET LIGHT, EA. 6 ,q.0001 • • _ PARK.:: - ARIA IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a DIG ALERT IDENTIFICATION NUMBER be issued before a 'Permit to Excavate' will be valid For your DIG ALERT I.D. NUMBER call Underground Service Alert TOLL FREE 1-800-422-4133 Two working days before you dig .UTILITY NOTIFICATIONS SEWER: CITY OF FONTANA 8353 SIERRA AVENUE • FONTANA. CALIFORNIA 92335 TELEPHONE (714)350-7640 GAS: S0. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 16231 VALLY BLVD. FONTANA, CALIFORNIA 92335 MR. LOU WESTFALL S0. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 ' TELEPHONE C7143529-2889 OR C8003422-4133 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 300 N.' -PEPPER STREET, P.O-BOX 788 RIALTO, CALIFORNIA 92376 MR. DAVE JONES TELEPHONE= PACIFIC TELEPHONE 9000 HELLMAN AVE. RANCHO CUCAMONGA,CALIFORNIA 91370 WATER CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMANGA,, CALIFORNIA 91730 VICINITY MAP NOT TO SCALE )94-2 094-I R/W R/ W 50'� 7, PARKISO 18 7 _ � � • , � 1 � 4.5 8: I I 0 10 8 4.5 B.P. LEVEL LINE 0.07' 0.20, 0.20 0.07 00 2/0 270 ter'' 400 4 0/ 0 3 2 I 2 3 hI, CCAIC T. t . c�0 L S � I n.nY.nn,a. P E'y � 4 • I AR n noccd }}dd++ - 1 F TYPICAL-Z� SECTION LEVEL....... ............... No. 25083 N.T.S. INDEX MAP ERp. 12-3189 � ql C/Vlv �� NOT TO SCALE NO. REVISION APPPROVAL DATE APPROVAL VAL ITY DATE Prepared in the office o f: C I TY 0 FONTANA , CALIFORNIA R,5COeo oR4WI,16 SrArrrs st✓. :.. ' ;�: f, Adams Streeter- PUBLIC WORKS DEPARTMENT CIVIL ENGINEERS INC. Drawn by: STREET IMPROVEMENT PLANS soaie: A� ' �5 927Po�ate Park TORK NO SCALE -�-� N S N Irvine. CA 92714 .0714) 474-2330 r Designed by: T I TLE S v... Date: 04/089 MEL TRACTNO. 13094-1,13094-2 RANDAL L. STREETER R.C.E. # 25083 DATE Checked - MY REGISTRATION EXPIRES 12-31-89F-I.C. 4�". .0 Approved : �'"';, , �. /il. 886¢-9 SES INTERIM CITY ENGINEER R. C. E. 25126