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HomeMy WebLinkAbout3694-1GENERAL .NOTES 1� ��• 6!'30J07 f r j 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,CITY OF]RECORD DOCUMENT FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE. F��TAN/� STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (•GREEN These Record Documents have been - re ared '-z'° FREEWAY BOOK ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY P P y - _ - �• . based on information provided bMRAEY LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. P y others. The A� ALNUT AVENUE ColoPe Design Professional -has not verified the accuracy o S a HIGH > D AV 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING and/or completeness of. this information and shad o g DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY not be responsible,, "for ikn" :-errors or -omissions 3 APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELYPHASE I may be Inc rpporated herein as a res It WALNUT AV REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. �,S` P wA'" AV FONTANA 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27• IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THES RM DRAIN !MPRO ENT PLATO q-, L Y a o CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER '�` AND ALL AFFECTED AGENCIES IMMEDIATELY.En BASEUNE AV 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT - BASFIINE AV eASE11NE AV SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING WALNUT AVENUE FROM CITRUS AVENUE TO CYPRESS AVENUE STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. OLEANDER AVENUE FROM WALNUT AVENUE TO SOUTH HIGHLAND AVENUE 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND CYPRESS AVENUE FROM WALNUT AVENUE TO SOUTH. HIGHLAND AVENUE FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION APPROVED PRIOR TO PAVING OF STREETS.VICjPRO ECT PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL NiTY MAP J BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT 210 FREEWAY,NTS ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL - - - - - - - - _ LOCATION (909) 350-7610. PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL CONSTRUCTION NOTESQUANMES 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON REEMOVE LX. GATcj! OAS uVs METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA KEPAik cOAD Ax►p CvuTTFR© MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS COMPLETION OF PAINING. I (D- - - - SAWCUT, REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL ON SHEET 13 32,100 LF OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I - - - - - - - - I I 2 1 EA ALL SIGNING STRIPING BARRICADES AND OTHER TRAFFIC CONTROL �- - _ _ - _ - - - ( I (I O- REMOVE BRICK AND MORTAR PLUG AND JOIN EXISTING STORM DRAIN MAIN LINE 7. IT SHALL BE THE RESPONSIBILITY. OF THE CONTRACTOR TO MAINTAIN DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 100 LF VEM BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL OUTH -HIGHLAND AVENUE 3�- REMOVE EXISTING RCP TIMES. 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TOP 4 REMOVE EXISTING PARKWAY DRAIN 4 EA 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION THE ENGINEER OF RECORD WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. I II I I I I - - - 5 INSTALL 78" RCP 4006-D 1,260 LF OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM Lu - - ( ) I I III THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34. MINIMUM D-LOAD FOR RCP SHALL BE 1350 I - - - W Z �u t� � INSTALL 66" RCP (1350-D) 1,165 LF 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE L _ 1,150 LF LAJ FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-112n OVER THE REINFORCING I Z W Z �7 INSTALL 48 RCP (1350 D) GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS WHEN THE DESIGN VELOCITIES EXCEED 20 -FEET PER SECOND. THE CONCRETE W " 1,800 LF OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. > � I I 8 INSTALL 36 RCP (1350-D) ' DESIGN VELOCITIES STRENGTH IN THESE REACHES SHALL BE Fc=5,000 PSI FOR I , I I I � TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN VELOCITIES EXCEEDING 20 FEET PER SECOND AND Fc = 6,000 PSI FOR VELOCITIES I D I cn III " 400 LF THE POTENTIAL FOR GROUND MOVEMENT EXISTS. EXCEEDING 30 FEET PER SECOND. I I I I Z I I W INSTALL 30 RCP (1350=D) 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC Z 10 INSTALL 24" RCP (1350-D) 325 LF GASE RA M 0 I ~ J RIGHT OF WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT CITY OF FONTANA, UTILITY N071FICATION UST V Q _ 14 EA PURPOSE 11 CONSTRUCT MANHOLE PER A.P.W.A. STANDARD PLAN 320 1, SEE DETAILS ON SHEET 12 CITY OF FONTANA I I I 3 E4 S.B.C. INC. 12 CONSTRUCT MANHOLE PER A,P,W,A: STANDARD PLAN 321-1, SEE DETAILS ON SHEET 13 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 8353 SIERRA AVENUE 3939 E CORONADO STREET I I I I I ( I AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF � 13 4 EA FONTANA, CA 92335 ANAHEIM, CA 92807. � CONSTRUCT MANHOLE PER A.P.W.A. STANDARD PLAN 322-1, SEE DETAILS ON SHEET 14 THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND (909) 350-6632 (714) 666-5500 THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER , W 6 EA PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 14 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STANDARD PLAN 331-2, SEE DETAILS ON SHEET 10 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 1981 W. LUGONIA AVENUE (860) 422-4133 t1'� 15 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STANDARD PLAN 340-1, SEE DETAILS ON SHEET 10 2 EA WORKING DAYS BEFORE EXCAVATION. REDLANDS, CA 92374 (909) 335-7547 COMCAST (CABLE TY) I � I EA 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY EMERGENCIES: (800) 427-2200 1205 DUPONT AVE 16 INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE B PER DETAILS ON SHEET 11 3 COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, ONTARIO, CA 91761 (MODIFIED FOR 60 RISER) CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, SO. CALIF. EDISON COMPANY (909) 390-4738 SPIE 2 SHEET 3 SHEET 4 - 17 .. _ CONSTRUCT BRICK AND -MORTAR PLUG PER DETAILS ON SHEET 1 2 EA RECLAIMED WATER SEWER,'STORM DRAIN FLOOD CONTROL AND CALTRANS. 300 N. PEPPER AVENUE 4 ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE RIALTO, CA 92376 VERIZONL--�J 18 INSTALL 54" RCP (1350-0) 210 LF PRIOR TO WORK AROUND THEIR FACILITIES. 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. - - - - - 55 LF 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 �- �- - i 9 INSTALL 42 RCP (1350-D) 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 213 637-1233 - PIPELINES (800) 422-4133 WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 357-6505 - DISTRIBUTION PROPOSED STORM DRAIN NUT AVENUE 20 INSTALL 72" RCP (1350-0) - - 61 LF CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY 800 422-4133 FONTANA WATER COMPANY PER CITY DWG. NO. 3249 FOR VALVE OPERATION AND WATER REQUIREMENTS. ATTN: MICHAEL J. McGRAW I 2i REMOVE AND REPAIR EXISTING 61CURB AND GUTTER PER CITY STANDARD DETAIL NO. 1003 15 LF '• ADELPHIA 8440 NUEVO AVENUE I i 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 22 CONSTRUCT PARKWAY DRAIN JUNCTION STRUCTURE PER DETAILS ON SHEET 10 4 EA WHERE OTHERWISE NOTED. ONTARIO, CA 91761 (909) 822-2201 23 REMOVE EXISTING OUTLET STRUCTURE 1 FA (714) 666-5500 FAX: (909). 823-5046 - �- 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 2 UST OF ABBREVIATIONS AND LEGEND ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO CRAWFORD CANYON MUTUAL WATER CO. O THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ATTN: BASIL J. FABRIZIO TOP OF -STRUCTURAL 2¢ RI~ )4O VE EX • CAT GN SAS IIS, RE PA1 R CB CATCH BASIN EA EACH PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (909) 463-9580 PAVEMENT SUBGRADE C URB MV 6U7TEit I L S SF SQUARE FEET DURING CONSTRUCTION. INDEX.MAP Q PEAK DISCHARGE IN C BIC FEET PER SECONDN 3" MAX. SIZE CFS CUBIC FEET PER SECOND LF LINEAL FEET 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, ` NATIVE SOIL SCALE ? "=440' - CENTER LINE MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE V MEAN VELOCITY SD STORM DRAIN CITY ENGINEER. 90% COMPACTED COMPACTED 95� NATIVE BACKFILL v 100 100 YEAR RUN-OFF PROVIDE ADEQUATE SHORING 6" MAx SIZE SHEET INDEX W WATER MAIN 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING j�/ATF ENCIN�R�S NOT1C TO CONTRACTOR: HGL HYDRAULIC- GLADE LINE S SEWER MAIN SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE .DONE � " � 1. TITLE SHEET - MAX MAXIMUM RUN-OFF BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES � 6 MIN � -2. WALNUT AVENUE CITRUS AVENUE TO.-43+50.00 SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 8" MAX 3. WALNUT AVENUE - 43+50.00 TO 53+50.00 RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR GRANULAR BEDDING FRO SELECTED � 4. WALNUT AVENUE - 53+5000 TO 63+50.00 PUE PUBLIC UTILITY EASEMENT ,, - _ _ NOTES: t HP HIGH POINT ELEVATION THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE TRENCH SIDE MATERIAL {/ MAX SIZE) 5. CYPRESS AVENUE - WALNUT AVENUE TO 76+08.45 OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 41 PERT L 00 - . 1 1. TRENCH WIDTH SHALL BE CONTROLLED 6- OLEANDER AVENUE - WALNUT AVENUE TO 21+00.00 GB GRADE BREAK MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE Q A� E z 2 �q� ow SHFFT i3, ,r L 7. OLEANDER AVENUE - 21+00.00 TO SOUTH HIGHLAND AVENUE AO CURVE AND UNE DATA REFERENCE LETTER PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER - - - . - ' TO TOP OF PIPE ZONE TC TOP OF CURB ELEVATION MONUMENT. �' �� ' z 8. LATERAL PROFILES O LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. ` - t = - �' ; N w 10 GRANULAR BEDDING FROM SELECTED = --!_ : �: L •- 2: 2. TRENCH DEPTHS OF GREATER THAN 5 9. LATERAL PROFILES CONSTRUCTION NOTE REFERENCE NUMBER FS FINISHED SURFACE ELEVATION 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS - TRENCH SIDE MATERIAL FOR PIPE 10 N SHALL HAVE ADEQUATE SHORING 10• APWA DETAIL CL CENTER LINE AND BUSINESSES AT ALL TIMES, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 41 11. APWA DETAILS FG FINISHED GRADE ELEVATION A MINIMUM i2 FOOT LANE SHALL BE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME OR GREATER IN DEPTH USE 1/2 // �� - 3. CLASS II AGGREGATE BASE ALL TRENCHES W WIDTH MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS CRUSHED STONE BEDDING -�- LESS THAN 100 FEET IN LENGTH 12- APWA DETAILS INV PIPE INVERT ELEVATION SOLE AND COMPLETE RESPONSIBILITY FOR .JOB SITE CONDITIONS DURING THE COURSE // 13. APWA DETAILS AND EMERGENCY VEHICLES. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND i 14. APWA DETAILS VAR VARIABLE, VARIES BCR BEGIN CURVE RETURN PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND - • - - 1 :r_; -_-_ -_- _ LP LOW POINT 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER. NOTE. ECR END CURVE RETURN MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ? COMPACTION SHALL- BE 90% IN ALL ZONES { ) EXISTING ELEVATION/EXISTING GRADE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF STORM DRAIN -' BC BEGIN CURVE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE PIPE �. CM m UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY TAN TANGENT GRADE 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, OF THE DESIGN PROFESSIONAL SHALL CONFORM TO CAL-OSHA REQUIREMENTS A PI POINT OF INTERSECTION EC END CURVE SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY TG TOP OF GRATE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR PRC POINT OF REVERSE CURVATURE WRITTEN APPROVAL TOS TOP OF SEWER UNAUTHOR¢D CHANE AND USS: TRENCH DETAIL MOC MIDDLE OF CURVE 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL - y °� _ - DOUBLE COURSE BRICK AND BOW BOTTOM OF WATER OF THE C17Y INSPECTOR. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE NTS 4" X 8" BRICK MORTAR PLUG G-G SECTION INDICATES DETAIL SECTION FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE AND MORTAR PLUG - INDICATES CENTERLINE ' TOSD TOP OF STORM DRAIN 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. RCP - - - - INDICATES RIGHT=OF-WAY LINE FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING N0 BOSD BOTTOM OF STORM DRAIN _ - - -INDICATES EXISTING IMPROVEMENTS OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS A LAT LATERAL INDICATES EXISTING CONTOUR UNE OBTAINED. EXCAVATION SHALL BE BY OPEN TRENCH UTILIZING SHORING IN ORDER TO ALLOW - - FOR A MINIMUM OF ONE OPEN TRAFFIC LANE ADJACENT TO THE EXCAVATION, - SWR LAT SEWER LATERAL DIRECTION OF FLOW WITH THE EXCEPTION OF TWO LANES OF TRAFFIC ON WALNUT AVENUE. �- • 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALESB:. SEG_`_WN B-B EXIST EXISTING FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE FIRE HYDRANT SAWCUT, REMOVE AND REPLACE EXISTING AC PAVEMENT SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE BASIS OF BEARING- SECTION-A-A- SWALES ENTERING OR LEAVING IMPROVEMENTS. THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, BRICK AND MORTAR PLUG --� STREET LIGHT TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, TYPICAL FOR ALS. DIAMETERS MB 300/59-62, BEING N 89'59'12"E- N.T.S. CITY OF FONTANA, CALIFORNIA REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ORIGINAL BENCHMARK - ---- ------------ -, Prepared By: Q SHOULD CONSTRUCTION OF REQUIRED o S. pFESS / AFP 78"RrP413P•D) ?o 8J&P4<000-D) 05,4 Cj F/% o¢ ZB IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CTOF FONTANA BM-361 ALLARD ENGINEERING a p R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ��' ��� ��,�F CAPITAL IMPROVEMENT PROJECT PHASE A-a Ao11ED Alsw No1F. GAV SHEET I Fr`1 ZB o TWO YEARS OF THE DATE OF APPROVAL OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering_ Land S Land Planning �� pQ' F 2� CITY OF FONTANA � � � - g - g �' DRAWN BY: SCALE: 0 3 _ d SHOWN HEREON AND CARRIED FORTH IN ELEVATION: 1365.01, SINCE DESTROYED _-=__ _____: 8253 Sierra Avenue' 2 0 ADDED 1ABL - 200 1.2 (A) oil 5)499713 s F� 1$ 8353 SIERRA AVENUE c� m NCM-MAG AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, California 92335 W No. 43976 m STORM DRAIN IMPROVEMENT PIAN DIAL TW❑ W❑RK I NG Q visFD R& AIR MIPA)L oON 509ET 13 `1 ze FONTANA, CA 92335 (909) 356-1815 Fax (909) 356-1795 CC Exp. 6/30/05 DESIGNED BY: DATE: BEFORE � DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO SITE BENCHMARK a * * EW TITLE SHEET;MARCH, 2005 YOU DIG Q CHAJvCr D A/o TE S oAl SHEET i AND 7 3 2 � 11-1110j6 Q (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2 I.P. �'�, �Q- � _ Y ❑ U DIG m4 BRING THEM INTO CONFORMANCE. WITH FAX (909) 350-6618 - I - d WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF 9T c 1 V t � �� CHECKED BY: APPR D BY: f DRAWING NO.: � TOLL FREE 1-800-227-2600 © KEGOV V pRA�J1e�1(,S L a CONDITIONS AND STANDARDS IN EffECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F.wr CA�.�F� DSH o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT aEI/ATIOI� W%. (expires 6/30/2005) CITY ENGIN R R.C.E. 51152 3644 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTSD1.dwg mm