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Home My WebLink About1782-1i 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. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 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 SHONN ON THIS PLAN ANP LOCATEP WITHIN AREAS TO DE 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 A.S.E. OF 30 (MIN.) AND MINIMUM COMPACTION OF 90%. 10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 11. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATEDLY. 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 SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STANDARD 125-A. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS 8' INSIDE THE LOT WITH A PLUG. 15. SEWER CONTRACTOR SHALL CHISEL AN "X" IN THE THE CURB AT THE LOCATION OF SEWER LATERALS. 15. ALL STATIONING REFERS TO THE CENTERLINE OF SEWER. 17. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 18. NO SEWER LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 19. THE ENGINEER SHALL CHECK ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 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, AND THAT THE 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. 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 AND AS APPROVED BY THE CITY ENGINEER. BENCH MARK FWE 1 USCGS w Q w STATION ' P ACEL' 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' SEWER PLANS FOR TRACT NOS. 13135, 13135-I, 13135-2, 13135- 3, 13135-4, 13135-5, 13135-6 a 13135-7 IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES QUANTITIES DESCRIPTION: TRACT 13135 13135-1 131352 13135-3 13135-4 13135-5 13135-6 13135-7 UNIT QUANT QUANT. QUANT. QUANT. QUANT. QUANT. QUA NT. - QUANT. 1a— CONSTRUCT 8" DIA. EXTRA STRENGTH V.C.P. SEWER • = L.F 460 145 319 3.45 =_---3 /5 500 -500 306 2a-- CONSTRUCT 4" DIA. EXTRA STRENGTH V.C.P. HOUSE LATERAL w/PL UG- T'ERMINLATE 8' INSIDE -OF OT: L INE. L. F. - 5&4 - -- 105 4 00 415 421 && 5 O3 --- CONSTRUCT 48" PRECAST CONC . MANHOLE PER C I TY STD. 109,112 8.114 _ EA. 2 i 1 2 2 2 1 5 �REMOVE PLUG AND JOIN EXISTING 8" V.C.P. SEWER LINE. EA. NOT REQUIRED ,� 1 1 NOT REQUIRED NOT REQUIRED O RECORD DRAWING THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR ---_--CONSTRUCTION. ADAMS a STREETER CIVIL ENGINEERS INC. IS NOT RESPONIBLE FOR UNDERGROUND FACILITY LOCATION OR DEPICTIONS. ALL ABOVE GROUND FACITIES CAN BE READILY SEEN AND VERRIED BY THE PARTIES THAT INTEND TO USE SAME. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6225 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE C714)884-9411 OR C800)422-4133 50. CALIF, GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92521 TELEPHONE C714)529-2889 OR C8003422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92521 TELEPHONE (714)947 -2996 -UNDERGROUND POWER (714)875 -5100 -TRANSMISSION (213)637 -1233 -PIPELINES, OR (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 IMPORTANT NOTICE SECTION 4215/4217 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. co"MIN• /O"MAX . PAA 1 "MAXIMUM 5/ZE SELECTED NAI'/VE BEDDING o COMPACiED %O 00% TYPICAL BEDDING FOR 8" VCP LESS THAN 10'f DEEP NOT TO SCALE GIVIN. 1011MAX . z W SOUTHERN PROJECT jTF LEGEND TRACT BOUNDAR, f 2 y SeL5C rEO AvArlV6 cv .501L I" MAX. 51 ZE •,.� - cdmpmcreo ro cno /4 ro3141. ITocK TYPICAL BEDDING FOR 8" VCP 10'OR DEEPER NOT TO SCALE NO. REVISION APPROVAL DATE CITY APPROVAL DATE _ -Q �U,OEO %'ECORO 11VF021LlA T/ON. iQ(rol r 1Etc y COCA 7,Z�F CH/ S',5LL.D S " O/VCUR 8. FOR ./ .11 77/2!31,35, -2 AND TiE'131.35-7 Prepared in the office of: Adams * Streeter CIVIL ENGINEERS INC. F _0� -1 Adams • Streeter 15 Corporate Park CIVIL ENGINEERS INC. Irvine, CA 92714 (714) 474-2330 7— RANDAL L. STREET R.C.E. # X5083 DATE MY REGISTRATION EXPIRES 12-31-89 y 1 VICINITY MAP NOT TO SCALE 0 NTS F?ECDFD DRAWINGS CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by: SEWER PLANS;, Scale: TOR K NO .SCALE Designed b : TITLE SHEET Date: y_ s y TRACT NOS, 13135,13135-1 THROUGR M E L 13135=7 - INCLUSIV9. Cheake_d by: 1^� v Dwwgg. Na. Approved: J.N. (38650 S`E S -1 NI M:-' CITY ENGINEER R.C.E.•25-126 • a