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Home My WebLink About2106-1CITY 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, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 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 CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 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 INTER- FERING 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 NO LICE 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 MIN. COMPACTION OF 90%. 10 ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 11 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 12 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 13 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND HIGHLAND AVE. w Q m _Q Q TORREY AVE. I Lij w Q Ld Lei > Lei > Q Q � � Q Q Q < o oCn m Q I� Q 01-1 = U Q U < ~ U LAT. "A6" LAT. LAT » BS) „ LINE "A" LAT. »B1" "B1 —1„' LAT. "B4” LAT. A2 3 LAT B'�2 LAT. " B5" 4 LAT. "A5' LAT. A2 —1 LAT. "Al LINE "B" " " LAT. "A3' LOS CEDROS AVE. LINE "A" LINE "B" 2 PROJECT SHEET INDEX SEWER SHTS. 1-15 STORM DRAIN SHTS. 1-9 PAVING SHTS. P2 -P14 STRIPING SHTS. SI -S2 VICINITY MAF' MJECT SITE NOTE: ALL TRENCH REPAIR AND PAVEMENT RECONSTRUCTION SHALL BE PER THE SPECIFICATION. PACKAGE, AND TO THE GRADES INDICATED ON SHEETS _P2 -P 14.OF THE SEWER IMPROVEMENT PLAN; INCLUDED IN THE CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF PHASE I INFRASTRUCTURE FOR TR3348 NORTH FONTANA. FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. CONSTRUCTION ITEM DESCRIPTION 2.3 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN TRACT 3348 14 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) L. F. ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY 24 HIGHLAND HAVEN ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. HAS BEEN PLACED, INSPECTED AND APPROVED. CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY LACFCD No. 2-D188 PORTION OF WORK TO COMPLETION. INDEX MAP 25 ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER GE�JERAL NOTES GAS: MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFET' PIPE CLOSURE - TYPE "A" 15 EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS. THE (cont.) WALNUT AVE. N.T.S. "A1" NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR LAT. TRANSMISSION DIVISION AND ELEVATION IN THE FIELD. CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME 16 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN THAT THE GRADED SURFACE PRESENTS EFFICIENT -PROTECTIVE COVER PACIFIC TELEPHONE AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES 3073 ADAMS ST. RM. DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF ARE NO LONGER NECESSARY. TEL. (714) 999-5639 THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) No. 2-D] FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES 28. ALL TRAVEL WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. 17 THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 2 OR TRENCH WORK AS DESCRIBED IN NOTE 16 ABOVE FROM CAL/OSHA. EA. 29. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN 18 ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND FOUND 2" BRASS BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT_ DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN IS IN PLACE, ORDER TO ELIMINATE ANY HAZARDS. 19 IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM 30, CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS 2-D APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DE—WATER SAID REQUIRED BY THE CITY ENGINEER. B.M. No. 8-14 AREA AT THE DIRECTION OF THE SOILS ENGINEER. MANHOLE No. 4 42 R.C.P. TO 36 R.C.P. & 24 R.C.P. LACFCD PRIVATE ENGINEER'S NOTE 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE THE PRIVATE ENGINEER rOR CITY'S INSPECTOR. SIGNING THESE PLANS IS RESPONSIBLE S- AS- & 18" R.C.P. LACFCD SURING SURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE 21 ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE THE CITY STANDARD -SPECIFICATIONS. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPT - LACFCD ABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 22 STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 15 TE OTHERWISE NOD & 24" R.C.P. PROJECT SHEET INDEX SEWER SHTS. 1-15 STORM DRAIN SHTS. 1-9 PAVING SHTS. P2 -P14 STRIPING SHTS. SI -S2 VICINITY MAF' MJECT SITE NOTE: ALL TRENCH REPAIR AND PAVEMENT RECONSTRUCTION SHALL BE PER THE SPECIFICATION. PACKAGE, AND TO THE GRADES INDICATED ON SHEETS _P2 -P 14.OF THE SEWER IMPROVEMENT PLAN; INCLUDED IN THE CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF PHASE I INFRASTRUCTURE FOR TR3348 NORTH FONTANA. ENGINEER, OR A LICENSED LAND SURVEYOR ONLY. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PRQCESS AND PROVISIONS FOR CONTINUED ABOVE RIGHT 1 BASIS OF BEARINGS:- Underground Service Alert PRIVATE ENGINEERING NOTE Call: TOLL FREE (NOT REQUIRED BY GOVERNING AGENCY) S 8 9 ° 49'00"W FOR (� OF o CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH HIGHLAND AVE. PER TRACT � - 800 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOOF 3348, M.B. 47-14 SAN CONSTRUCTION OFF THEO PROJE T, INCLUD NG SITE CONDITIONSUSAFETY RING HOF AOLLRSE PERSSONS BERNARDINO COUNTY 422 41 AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY — CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND RECORDS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL TWO WORKING DAYS BEFORE YOU DIG LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK REVISIONS 2R` APPIFD 12 LDl2D D�►`iA ' �PE►ii P---GruA*?77.12 s MARK REVISIONS LIYl.11YLLK " 7 APPRovAL DATE APPROVAL I DATE �C�c,. �•Z3' °J ENGINEER PATE C[7Y DATE APPROVAL APPROVAL UTILITY NOTES WATER: SAN GABRIEL VALLEY WATER COMPANY - CONSTRUCTION ITEM DESCRIPTION 2.3 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN MR. FRANK LOGUIDICE STREETS. ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) L. F. ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY 24 IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. POWER: CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY LACFCD No. 2-D188 PORTION OF WORK TO COMPLETION. UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT ON THESE PLANS. 25 ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB GAS: MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFET' PIPE CLOSURE - TYPE "A" PLANS. OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND TEL. (714) -889-9711 MR. LOU WESTFALL NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, 26. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL TRANSMISSION DIVISION BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER BREA, CA. 92621 TEL. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIV 1 L OR THE ENGINEER. ENGINEER, OR A LICENSED LAND SURVEYOR ONLY. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PRQCESS AND PROVISIONS FOR CONTINUED ABOVE RIGHT 1 BASIS OF BEARINGS:- Underground Service Alert PRIVATE ENGINEERING NOTE Call: TOLL FREE (NOT REQUIRED BY GOVERNING AGENCY) S 8 9 ° 49'00"W FOR (� OF o CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH HIGHLAND AVE. PER TRACT � - 800 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOOF 3348, M.B. 47-14 SAN CONSTRUCTION OFF THEO PROJE T, INCLUD NG SITE CONDITIONSUSAFETY RING HOF AOLLRSE PERSSONS BERNARDINO COUNTY 422 41 AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY — CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND RECORDS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL TWO WORKING DAYS BEFORE YOU DIG LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK REVISIONS 2R` APPIFD 12 LDl2D D�►`iA ' �PE►ii P---GruA*?77.12 s MARK REVISIONS LIYl.11YLLK " 7 APPRovAL DATE APPROVAL I DATE �C�c,. �•Z3' °J ENGINEER PATE C[7Y DATE APPROVAL APPROVAL UTILITY NOTES WATER: SAN GABRIEL VALLEY WATER COMPANY - CONSTRUCTION ITEM DESCRIPTION 11142 CAREY AVE. P.O. BOX 6010 EL MONTE, CA. 91734 UNIT TEL. (818) 448-6183 MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) L. F. 8353 SIERRA AVE. FONTANA, CA. 92335 MANHOLE No. 4 48 R.C.P. TO 48 _ R.C.P. TEL. (714) 350-7640 54" R.C.P. (1350-D) POWER: SOUTHERN CALIFORNIA EDISON COMPANY LACFCD No. 2-D188 7951 REDWOOD AVE.-FONTANA, CA 92335 TEL. (714) 357-6191 FRAN STUART GAS: SOUTHERN CALIFORNIA GAS COMPANY PIPE CLOSURE - TYPE "A" 16231 VALLEY BLVD. FONTANA, CA. 92335 397 TEL. (714) -889-9711 MR. LOU WESTFALL PIPE CLOSURE - TYPE "B" SOUTHERN CALIFORNIA GAS COMPANY L. F. TRANSMISSION DIVISION 2191 E. BIRCH ST. 18" R.C.P. (1350-D) BREA, CA. 92621 TEL. (714) 529-2889 TELE. PACIFIC TELEPHONE L. F. 3073 ADAMS ST. RM. 120 - RIVERSIDE, CA. 92504 MANHOLE No. 4 60" R.C.P. TO 48" R.C.P. TEL. (714) 999-5639 LACFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 E. THIRD ST SAN BERNARDINO CA. 92408 EXIST. PAVEMENT .gAWr[JT T 30' R/W � 14' MAX. PAY LIMITS 3V4 z� 0 U_aE5 STORM DRAIN TRENCHING DETAIL � w —W�`�=' .� N.T.S. � �- x �- W mw0w c)U)L_0 � CONSTRUCTION ITEMS & QUANTITY ESTIMATE FUTURE C & G - No. CONSTRUCTION ITEM DESCRIPTION STD. DETAIL UNIT QTY. 10 60" R.C.P. (1350-D) # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) L. F. 5 MANHOLE No. 4 48 R.C.P. TO 48 _ R.C.P. LACFCD No. 2-D113 54" R.C.P. (1350-D) L. F. L. F. LACFCD No. 2-D188 0 48" R.C.P. (1350-D) L. F. 04 42" R.C.P. (1350-D) PIPE CLOSURE - TYPE "A" L. F. 397 PIPE CLOSURE - TYPE "B" SBCFCD S.P. 176A EA. L. F. - 0 UTILITY, VERIFY LOCATION & DEPTH AND 1 A.C. PAVEMENT (TRENCH REPAIR) I I TNS. 1000 PROTECT IN PLACE # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) 6 36 R.C.P. (1350-D) MANHOLE No. 4 48 R.C.P. TO 48 _ R.C.P. LACFCD No. 2-D113 EA. 0 L. F. LACFCD No. 2-D188 70 30" R.C.P. (1400-D) 48 R.C.P. TO 54" R.C.P. & -:' R.C.P. REPAIR ARE INCLUDED IN THE PROPOSAL BID L. F. PIPE CLOSURE - TYPE "A" ® 24" R.C.P. (1350-D) PIPE CLOSURE - TYPE "B" SBCFCD S.P. 176A EA. L. F. 0 90 18" R.C.P. (1350-D) 8B � 0 SURVEYING LANDSCAPE ARCHITECTURE L. F. t'115I 10 MANHOLE No. 4 60" R.C.P. TO 48" R.C.P. & 30" R.C.P. LACFCD No. 2-D] 13 EA. 1 1 MANHOLE No. 4 FAX 714-686-5954 FAX 714-686-5807 LACFCD No. 2 -DI 13 EA. 54 R.C.P. TO 54 R.C.P. & 30 R.C.P. BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT Designed by: TITLE SHEET Date' 12 MANHOLE No. 4 54" R.C.P. TO 42" R.C.P. & 48" R.C.P. LACFCD Nlo. 2-D 1 13 EA. B.M. No. 8-14 13 MANHOLE No. 4 42 R.C.P. TO 36 R.C.P. & 24 R.C.P. LACFCD No. 2-D113 Checked by: D EA. 14 MANHOLE No. 4 36" R.C.P. TO 36" R.C.P & 18" R.C.P. LACFCD No. 2-D 1 13 EA. MANHOLE No. 1 MODIFIED LACFCD No. 2-D102 EA. 15 30" R.C.P. TO 24" R.C.P. & 24" R.C.P. MODIFIED PER DETAIL ON SHEET 4. n16 TRANSITION STRUCTURE No. 3 30" R.C.P. TO 24" R.C.P. & 24" R.C.P. LACFCD No. 2-D188 EA. 1 JUNCTION STRUCTURE No. 2 LACFCD No. 2-D 188 EA. 48 R.C.P. TO 48 R.C.P. & 24 R.C.P. 0 . 19 TRANSITION- STRUCTURE No. 3 LACFCD No. 2—D 188 EA. 48 R.C.P. TO 30 R.C.P. & 30 R.C.P. 20 TRANSITION STRUCTURE No. 3 LACFCD No. 2-D188 EA. 24" R.C.P. TO 24" R.C.P. & 24" R.C.P. 21 TRANSITION STRUCTURE No. 3 LACFCD No. 2-D 188 EA. 36" R.C.P. TO 30" R.C.P: & 18" R.C.P. 22 INLET TYPE V (GRATE ASSY PHASE 2) OCEMA STD. 305 EA. 2 CATCH BASIN No. 1, W = 3.5' (PHASE 2) LACFCD No. 2-D160 EA. 24 CATCH BASIN No. 3, W = 7' (PHASE 2) LACFCD No. 2-D163 EA. CATCH BASIN -No. 3, W = 10' (PHASE 2) LACFCD No. 2-D163 EA. # 26 CATCH BASIN No. 3, W = 14' (PHASE 2) LACFCD No. 2-D 1 63 EA. CATCH BASIN No. 3, W = 21' (PHASE 2) LACFCD No. 2-D 1 63 EA. � 8 CATCH BASIN No. 3, W = ' 28 (PHASE 2) LACFCD No. 2-D163 EA. 29 JUNCTION STRUCTURE No. 4 LACFCD No. 2-D 193 EA. - 31 UTILITY, VERIFY LOCATION & DEPTH AND 1 A.C. PAVEMENT (TRENCH REPAIR) I I TNS. 1000 PROTECT IN PLACE # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) MANHOLE No. 4 48 R.C.P. TO 48 _ R.C.P. LACFCD No. 2-D113 EA. 0 TRANSITION STRUCTURE No. 3 24" I LACFCD No. 2-D188 EA. QUANTITIES FOR PAVEMENT REMOVAL AND PAVEMI- NT FOR TRENCH 48 R.C.P. TO 54" R.C.P. & -:' R.C.P. REPAIR ARE INCLUDED IN THE PROPOSAL BID 34 PIPE CLOSURE - TYPE "A" SBCFCD S.P. 176 EA. PIPE CLOSURE - TYPE "B" SBCFCD S.P. 176A EA. g� 0 OF FONTANA, CALIFORNIA. 8B � 0 SURVEYING LANDSCAPE ARCHITECTURE t'115I 0 El COUNTRY CLUB DR. #400 -B -B E]27349 JEFFERSON ST. �! lal PAI M DESERT CA 92260 TEMECULA, CA 92390 �A�na— Ir` 392 90 1 2 1 1 2 1 1 1 5 4 2 TEL. (714) 383-1665 ' 1 A.C. PAVEMENT (TRENCH REPAIR) I I TNS. 1000 # NOT A PHASE I IMPROVEMENT (NOT IN CONTRACT) NOTE: QUANTITIES FOR PAVEMENT REMOVAL AND PAVEMI- NT FOR TRENCH REPAIR ARE INCLUDED IN THE PROPOSAL BID SHS ,ET. s PREPARED UNDER THE DIRECTION OF: g� J.F.DAVIDSON ASSOCIATES,INC CITY OF FONTANA, CALIFORNIA. 8B � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE t'115I ❑ P.O.BOX 493 � 3426 TENTH STREET RIVERSIDE CA 92501 RIVERSIDE, CA 92502 El COUNTRY CLUB DR. #400 -B -B E]27349 JEFFERSON ST. �! lal PAI M DESERT CA 92260 TEMECULA, CA 92390 �A�na— Ir` m S J i m m WR.C.E. 3 5458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 y . z-1 ® FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Drawn by: J.S. STORM DRAIN IMPROVEMENT PLANS scale: Exp. Date:jL AS SHOWN BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT Designed by: TITLE SHEET Date' S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV E.K. DEC. 1991 I B.M. No. 8-14 1970 ELEV. = 1510.91 42 Date: Checked by: D Approved: 1-917.9Z Dr. No.:. 2joro� CITY ENGINEER R.C.E. 25.126 1