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HomeMy WebLinkAbout1810-1GENERAL 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 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. 5. 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. ALL NEW OR EXISTING VALVE CANS AND 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 EXI6T1(,4G VVATER U NQS . 13. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 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. )5. oq-rER vgt.vE CNER5 5H6LL BE RAISED TD GRtgDE BY TK5 PigVINC-r 00 N 7 /q CTo P, . PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER.R" VALUES, SAND EQUIVALENTS 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 OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PAVEMENT SECT/OA15 61 -IOL -I I ARE' MINIMUM AND SU84/EOT TO REV15ION AND APPROVAL. OF 7f45- C/TYA5 REOUIRAEL> 8Y SONGS 7L;=-sT TAKEN AFTER MYa-E'T/OA1 D� RODU H 4v RAD/NC4. v PRIVATE ENGINEERS 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 CONTINUOUSLY 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 PROJECTS 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, PND A5 APPROVED By -rHE CIrY EiQ61NEF=R . BENCH MARK FWE 1 USCGS STATION 'PACEL' 1963.90'± ELY. OF RAILROAD TRACKS AND 281± SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301.541 STREET IMPROVEMENT PLANS FOR TRACT No 13092 I N THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES DESCRIPTION: QATIVE CONSTRUCT itA.C. OVER itA.B. PAVING. (ASSUME 4"A.C. OVER FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.3 2. CONSTRUCT 6" CURB & GUTTER PER CITY STD. 101-. QUANTITIES 19,975 S. F. 1,150 L.F. 4. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 105A 2$994 --S.-'F- OCONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD . 102 (W=16' MAX X=3'3 2,&3& S.F. ' o F3 E � /E'LD LOGATe�p 9. CONSTRUCT MODIFIED SIDEWALK DRAIN PER CITY STD. 124-A SIZE 3. CULVERT TO DRAIN IN OPPOSITE DIRECTION AS SHOWN ON STANDARD: I EACH 1 0 C4^/STRUGT Sly l,VAC.K PeAlIV f l,!5�iP on/ 5 17 =-:!;, 7J LF 11. 0 INSTALL SINGLE 5800 H.P.S. STREET LIGHT-. 2 Q 12. C012E OgIL. E1�15r CONC. cv9e ,41Vd IN.974LL 3" CA57- 19ON PAPE 0 3. 0.0/00 W/l'H/N RIGHT CF WAY F01? LOT DRAl/VAGE, (/Nvegr OF PIPE ro f3E I "AB0VE 6XIor CL19 3 FL0WL11VE) 2 8 L.F. IJTgLITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 S0. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO. CALIFORNIA 92408 TELEPHONE C714)884-9411 OR [800] 422-4133 S0. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE C714)529-2889 OR [800] 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO. CALIFORNIA 92621 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 C213)357-2257 OR C8003422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (7141383-1665 PACIFIC TELEPHONE 8 TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE. CALIFORNIA 92504 TELEPHONE [714] 359-2585 OR (800] 422-4133 u/Jp6'�C,RDu,VD �,eVrGE ALE, / Pcb-422-8133 R/W - R/ SO' s' Pu.�. 7' 18'sum 18I 7' nu.�. 4.5' 8 10' 10' 8 4.5 LEVEL LINE 0,07' 0.20' 0.20 0.07 ' 1A4, 2% , ' 40 2 0 4 2 I 2 4 TYPICAL SECTION- LEVEL NO. REVISION APPROVAL DATE APPROVAL CITY DATE G Ol "5 /Q, /8, ;22, 2 i m uj w a SOUTHERN VICINITY MAP NOT TO SCALE t PARI_ SSE 0A6K00tIE SYSr"r✓ 4 1�oR k. 07 -E-> C6(1e)7_17-07-10A1 WA Y 9 t4i H. Or B.P. 51 ... .. ..... FELOTVI, I O Q N.T.S. PROJECT 5 - "" ::Y.::: : .:..• Y••: M: 1 H. CC/VC c INDEX MAP NOT TO SCALE Pre ared in the office of: C I TY OF FONTANA , CAL I FORN I A Adams Streeter PUBLIC WORKS DEPARTMENT CIVIL ENGINEERS INC. Drawn by: DraSTREET IMPROVEMENT PLANS Soule: Adams • Streeter 15 Corporate Park �� T I TLE S CIVIL ENGINEERS Nc. Irvine, CA 92714 (714) 474-2330 Designed by: Date: 3.21`87 T� -TRACT No 13092 RANDAL L. STREETER R.C.E. # 25083 DATE Cheoked by: Dwg. No. MY REGISTRATION EXPIRES 12-31-89 Approved: �� �9��%1(3.101 J./V. 88-630 �.�.� _tNTER1M. rtY ENGINEER R.C.E.251a6