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Home My WebLink About2764-1LEGEND GENERAL NOTES BENCH MARK T.C. TOP OF CONCRETE CURB 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STAN- SAN BERNARDINO CO. B.M. 8-14 DARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC CITY OF FONTANA B.M. 616 F.S. FINISHED CONCRETE SURFACE WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS BRASS SURVEY DISK IN GAS PUMP ISLAND 52' SOUTH OF AND 64' EAST A.C. ASPHALTIC CEMENT PAVEMENT SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. OF THE CENTERLINE INTERSECTION OF CITRUS AVENUE AND HIGHLAND F.L. FLOW LINE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY AVENUE IN THE EAST END OF ABANDONED GAS ISLAND. DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. S.P.S.N. 00531 1988 RECOVERED F.G. FINISHED GRADE OF DIRT INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO ELEVATION -1,510.906 THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS (909) 350 CITY OF FONTANA - F.F. FINISHED FLOOR OF BUILDING 7610. B.S. BACK OF SIDEWALK 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL E.G. EDGE OF GUTTER OPERATION AND WATER COORDINATE WITH REQUIREMENTS. 31 APPROPRIATE WATER COMPANY FOR VALVE SAN BERNARDINO COUNTY , UTILITY CONTACTS E.P. EDGE OF A.C. PAVEMENT O WATER SACRAMENTO G.B. GRADE BREAK 4. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. WATERFONTAN WATER COMPANY AL KROHN H.P. HIGH POINT 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO 8440 NUEVO AVENUE SENIOR INSPECTOR PAVING OF STREETS. SAN FRANCISCO P.O. BOX 987 (909) 822-2201 T.B. TOP OF BERM FONTANA, CA. 92334 6. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA- SEWER &STORM DRAIN INV. INVERT TION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN CONSTRUCTION PLAN CITY OF FONTANA CARLOS NAVARRO THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO FI? PROPERTY LINE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL PUBLIC WORKS - ENGINEERING ASSOCIATE ENGINEER CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE 8353 SIERRA AVENUE (909) 350-6632 CENTER LINE EXCAVATION. PROJECT FONTANA, CA. 92335 T.W. TOP OF WALL SANITARY SEWER GENERAL TRAFFIC & LIGHTING 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO LOCATIONCITY OF FONTANA CLYDE SWEET T.R.W. TOP OF RETAINING WALL FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. SAN BERNARDINO TRAFFIC DIVISION DEPUTY CITY ENGINEER/TRAFFIC T.F. TOP OF FOOTING LOS COUNTY 8353 SIERRA AVENUE (909) 350-6600 B. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES CITRUS AVENUE FROM BASELINE AVENUE FONTANA, CA. 92335 TOG TOP OF DRAIN BOX GRATE INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LAND- ANGELES SCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM O FONTANA ELECTRICAL SERVICE �' EDGE OF A.C. PAVEMENT DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO SOUTHERN CALIFORNIA EDISON FRAN STEWART WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CHASE ROAD 7951 R A DIVISION CUSTOMER SERVICE PLANNER 0 FINISHED CONCRETE SURFACE TO 7951 REDWOOD (909) 357-6223 CONCENTRATED FLOW LINE 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF FONTANA, CA. 92335 RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SAN DIEGO �- SHEET FLOW DRAINAGE TELEPHONE 10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE PACIFIC BELL STEVE RANDALL 3939 T/HDWL. TOP OF HEADWALL RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CON- EAST . 9280 DO FACILITIES ENGINEER ANA TRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR ANAHEIM, CA. 92807 (714) 666-5500 (02.20) EXISTING ELEVATION RESOLUTION. GAS - {642} - EXISTING CONTOUR ELEVATION SEWER CONSTRUCTION NOTES AND QUANTITIES THE GAS COMPANY GREG PLANAR 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO P.O. BOX 3003 FIELD PLANNING ASSOCIATE 42.20 PROPOSED CONTOUR ELEVATION PLACEMENT. REMOVE AND REPLACE EXISTING A.C. REDLANDS, CA. 92373 (909) 428-8411 BETWEEN STA. 26+42 AND STA. 40+75 -642- PROPOSED CONTOUR ELEVATION 12, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO BETWEEN STA. 26+42 AND STA. 29+20 CABLE I.D. INSIDE DIAMETER MATCH EXISTING CONCRETE. PAY LIMIT IS 16' MAXIMUM. BETWEEN STA. 29+20 ITEM DESCRIPTION QTYUNIT COMCAST CABLE PAUL CYR AND STA. 40+75 PAY LIMIT IS 10' MAXIMUM. 1205 DUPONT CONSTRUCTION TECHNICIAN O.D. OUTSIDE DIAMETER 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN 1OCONSTRUCT SANITARY SEWER MANHOLE, FRAME, AND COVER PER CITY OF FONTANA STD. DETAIL 112. 4 EA. ONTARIO, CA. 91741 (909) 350-2344 (EXT. 3053) PLACED, INSPECTED AND APPROVED. W 1' MIN. TRENCH WIDTH 1' MIN. G GAS MAIN O CONSTRUCT 15 -INCH DIAMETER EXTRA STRENGTH V.C.P. WITH COMPRESSION JOINTS AS SHOWN ON DETAIL "A" ON 1142 L.F. 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE SHEET 1. W WATER MAIN GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT W 13' 1't EXISTING EDGE OF PAVEMENT O CONSTRUCT 6 -INCH DIAMETER EXTRA STRENGTH V.C.P. LATERAL WITH BACKFLOW DEVICE 2' INSIDE PROPOSED FIRE 67 L.F. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR S SANITARY SEWER TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALI- > AND HORIZONTAL LIMITS OF STATION PROPERTY. INSTALL CLEANOUT AND BOX PER CITY OF FONTANA STD. DETAIL 125 AND 125B. FORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE Q SAWCUT (TYPICAL) NEW A.C. PAVEMENT BETWEEN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR E UNDERGROUND ELECTRICAL CONDUIT POTENTIAL EXISTS FOR GROUND MOVEMENT. STA. 29+20 AND STA. 40+75 4O SAW AND REMOVE EXISTING A.C. PAVEMENT PER TRENCH DETAIL A" ON SHEET 1. 1416 L.F. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES T UNDERGROUND TELEPHONE CONDUIT 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK EXISTING A.C. EXISTING A.C. ON NATIVE O INSTALL A.C. PAVEMENT PER TRENCH DETAIL "A" ON SHEET 1. 565 TON EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF CA PRECAUTIONARY MEASURES TO PROTECT THE U r CITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY SD- STORM DRAIN � o. .• � " " INDUSTRIAL SAFETY. ��/�� \ \\� iv THICKNESS PLUS 1" • 0.1 C2 -AR -4000 3/8 MAX. 6 REMOVE EXISTING 8 DIAMETER SEWER STUB. TIE PROPOSED V.C.P. INTO EXISTING MANHOLE. RECHANNEL BASE OF 1 EA. FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE -CTV- UNDERGROUND CABLE TELEVISION %- / �/ /Oj /� ° 6.5" MIN' HOT MIX A.C. O MANHOLE AS REQUIRED. DRAWINGS. CONDUIT 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITYU\//�/\�\/�\ ° B -AR -4000 3/4 MAX. 71 INSTALL 15 -INCH DIAMETER V.C.P. END CAP. 1 EA. INSPECTOR. // %/ // ��/ %// 0 HOT MIX A.C. O CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY -TSC- TRAFFIC SIGNAL CONDUIT17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO 3" MAX. SIZE NATIVE SOIL CONSTRUCT 8 -INCH DIAMETER EXTRA STRENGTH V.C.P. WITH COMPRESSION JOINTS AS SHOWN ON DETAIL "A" ON FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, : gO274 L.F. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL SHEET 1. , -SLC- STREET LIGHT CONDUIT BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY COMPACTED 95% MIN. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER -FOC- UNDERGROUND FIBER OPTIC CABLE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR W.V. WATER VALVE 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARF;.CADES, DELIN- EXISTING 4" DIA. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. W.M. WATER METER EATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. GAS MAIN F.H. FIRE HYDRANT 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN 5' 3' THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL" U.S.A. NOTE G.M. GAS METER THE SPECIFIED DENSITY IS OBTAINED. e 6 EXISTING 6 DIA. CEMENT LINED AND COATED WATER CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, 1-800-227-2600, S.M.H. SANITARY SEWER MANHOLE 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. MAIN 48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING • UTILITY LOCATION. P.P./T.P. POWER POLE/TELEPHONE POLE 21. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE v7 r S.L. STREET LIGHT THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR w_ a.. . SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION < INDEX OF SHEETS C.O. CLEANOUT CONTROL STAKING DURING CONSTRUCTION. 6" MAX. NATIVE SOIL I.P. IRON PIPE 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING COMPACTED 90% MIN. SHEET 1 of 3 - TITLE SHEET L.P. LAMP POST STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 0 SHEET 2 of 3 - PLAN AND PROFILE CITRUS AVENUE S.D.M.H. STORM DRAIN MANHOLE 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVE- SHORING (BRACING & JACKS, OR SHEET 3 of 3 - PLAN AND PROFILE CITRUS AVENUE R.C.P. REINFORCED CONCRETE PIPE MENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES Q SHIELDING) AS REQUIRED TO AVOID IMMEDIATELY. � � � 0' . UNDERGROUND UTILITIES AND PER C.L.F. CHAIN LINK FENCE /// CAL -OSHA SAFETY REQUIREMENTS. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR \\\ 4 ° 0 ' I.C.V. IRRIGATION CONTROL VALVE BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. //// w I.C.B. IRRIGATION CONTROL BOX 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONU- G.P. GUARD POST MENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED W.I.F. WROUGHT IRON FENCE AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL ,1y R.O.H. BUILDING ROOF OVERHANG NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS N SAND BACKFILL r R RD \ of CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. T.S.P. TRAFFIC SIGNAL POLE _ ( v 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT APP DR. P.B. PULL BOX ALL TIMES. A M NIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE AVE. suuMrr AVE I RIALTO PROJECT CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. • o +MAX. CRUSHED ROCK BEDDING LOCATION P.A. LANDSCAPED PLANTER AREA o jL/4"o . °° ITH FINES TO FILL VOIDS a N NT.P.B. TELEPHONE PULL BOX 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT o o " o RA CHO N° ° CCA ONG HIGHLANDOBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 4" MIN. o , 0 0 0 ° AVE T.M.H. TELEPHONE MANHOLE \ \ \ 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL/�/\� 15" OR 8" (TEMPORARY) DIAMETER WA a a // j/ FONTANA SLT. E.P.B. ELECTRIC PULL BOX TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE EXTRA STRENGTH V.C.P. (SEE SPRR o PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. SEWER LINE SHALL HAVE 9" MIN. TO 12"MAX. (TYP.) GENERAL NOTE 28) BASELINE AVE T.S. P.B. TRAFFIC SIGNAL PULL BOX COMPRESSION JOINTS WHEN LOCATED WITHIN 10 FEET HORIZONTALLY OF AN EXISTING T.S. PED. TRAFFIC SIGNAL PEDESTAL WATER LINE DURING PARALLEL CONSTRUCTION. M' AVE $p a B.F. BACKFLOW PREVENTION DEVICE 29. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" T.E. TRASH ENCLOSURE BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE TRENCH AND BEDDING DETAIL 3 STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS A' ARROW Rn rrF w P.M. ELECTRIC PAD MOUNT TRANSFORMER MEASURED FROM THE UTILITY EASEMENT. SCALE: 1"=2 (SEE CITY STANDARD TRENCH DETAIL 131, AT 4LTr= u C.B. CATCH BASIN 30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE FOR ALL OTHER TRENCH CRITERIA) LOCATION OF THE SEWER LATERAL.a R/W RIGHT OF WAY N SAN B 90,A U.G. UNDERGROUND 31. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE a V a B C.F. CURS FACE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. SPT sl F R I 0 FREEWAY a D.P. DRAIN PIPE 32. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHER- . WISE APPROVED BY THE CITY ENGINEER. OQ 'tA r3W C.I. CAST IRON ¢7a ` z 33. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND a 1 LINE (SL) 1 OVERHEAD STREET LIGHT LINE zB duRUP AVE VERIFY ELEVATION AND LOCA11ON OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO p Ln 3 LINE (T) 3 OVERHEAD TELEPHONE LINES EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVA11ONS OR LOCATIONS SHOWN 3 LINE (E) 3 OVERHEAD ELECTRICAL LINES ON THE PLANS. 1-800-227-2600 _ _ - SAN BER_NARDINO COUNTY- U.P. UTILITY POLE 34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, IT'S THE LAW CALL AT LEAST RIVERSIDE COUNTY INCLUDING ADEQUATE WATERING, AT ALL TIMES. DIAL BEFORE TWO WORKING [50.00] RECORD ELEVATION 35. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE YOU DIG! DAYS PRIOR TO T.O.V. TOP OF CONCRETE VAULT WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. O/ ��EXCAVATING 0 5000' VICINITY MAP B.O.V. BOTTOM OF CONCRETE VAULT 36. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND CA�� C=4'-6" COVER=4'-6" PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE UNDERGROUND SERVICE ALERT DIRECTED BY THE CITY TRAFFIC ENGINEER. OF SOUTHERN cAUFORNIA LE G E N D D UNDERGROUND DUCT BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, LOCATION OF UNDERGROUND UTILIIES BY CONTACTING - - - CITY OF FONTANA'S K.V. KILOVOLTS BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 SPHERE OF INFLUENCE RT. RIGHT OF STREET CENTERLINE TRAFFIC ENGINEER. INCORPORATED CITY LT. LEFT OF STREET CENTERLINE 38. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA P.C.C. PORTLAND CEMENT CONCRETE REDQROFESS/pN 39. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL SHOULD CONSTRUCTION OF THE IMPROVEMENTS NOT COMMENCE WITHIN • LA TOP OF ITWO � S Mp q< <N, MSL T.0.6D.C. UNDERGROUND ND DUCTS OUND 6 OF THE CITY ENGINEER. YEARS OF THE DATE OF APPROVAL SHOWN ��+ GAF � J 1 ENGINEERING, INC. B.0.6D.C. BOTTOM OF CONCRETE AROUND 6 HEREON AND CARRIED FORTH IN A DILIGENT 1 �� '` m CML ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT DRAwN BY: CITRUS AVENUE SEWER SCALE: SHOWN UNDERGROUND DUCTS MANNER, THE CiTY ENGINEER MAY REOUIRE w No. 38382 rn , 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 D. McGlocklin Exp. 03-31-01 DESIGNED BY: FROM BASELINE AVENUE DATE: I.E.U.A. INLAND EMPIRE UTILITY AGENCY REVISIONS TO THE PLANS TO BRING THEM (909) 305-2395 FAX (909) 305-2397 D. McGlocklin TO CHASE ROAD MAY 1999 WATER MAIN INTO CONFORMANCE WITH CONDITIONS AND C/vt STANDARDS IN EFFECT. 9TF OF CA\_k4w4l� �D D�O_99 CHECKED BY: APPROVED BY: / DRAWING NO.: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE MARK S. LAMOUREUX R.C.E. 38382 EXP. 03-31-01 DATE M. Lamoureux a -TA CITY ENGINEER R.C.E. XPDAT3t 5'y 2764 3 JN 98028-9828ssp01