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Home My WebLink About4787-1CITY OF FONTANA BENCH MARK 435 STREET GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA FONTANA TOP OF FIRE HYDRANT AT SOUTHEAST CORNER OF CERES AVENUE AND SIERRA AVENUE STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS SET SEPTEMBER 1967 AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. ELEVATION = 1244.00 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY COMMUNITY SENIOR CENTER ENGINEER FOR RESOLUTION. _LEGEND T.C. TOP OF CONCRETE CURB 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. STREET IMPROVEMENT PLAN F. S. FINISHED CONCRETE SURFACE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY A.C. ASPHALTIC CEMENT PAVEMENT DEVELOPMENT DEPARTMENT, ENGINEER DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS F.L. FLOW LINE PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY F.G. FINISHED GRADE OF DIRT LIMITS. CALL (909) 350-7610. PARCEL MAP 17999 F.F. FINISHED FLOOR OF BUILDING 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC B.S. BACK OF SIDEWALK CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. CITY O FONTANA, CALIFORNIA E.G. EDGE OF GUTTER E.P. EDGE OF A.C. PAVEMENT 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. G.B. GRADE BREAK 7. THE CONTRACTOR SHALL, OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH CONSTRUCTION NOTES AND QUANTITIES UTILITY CONTACTS H.P. HIGH POINT WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE No. STEM ESTIMATED UNIT T.B. TOP OF BERM DIVISION OF INDUSTRIAL SAFETY. QUANTITY ELECTRICAL INV. INVERT 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH Ol CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. 810 L.F. SOUTHERN ILL SCALIFORNIA CE EDISON COMPANY ER CUSTOMER SERVICE PLANNER SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED 7951 REDWOOD AVENUE (909) 357-6546 R PROPERTY LINE MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY O CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. 4,580 S.F. FONTANA, CA. 92336 (909) 357-6185 FAX OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO (909) 802-4911 CELL CENTER LINE BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. O3 CONSTRUCT COMMERCIAL DRIVE APPROACH (W=PER PLAN) PER CITY OF FONTANA STD. 1,380 S.F. ROBERT. AH REN DT®SCE.COM T.W. TOP OF WALL PLAN N0. 1002. NATURAL GAS 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY THE GAS COMPANY STEVE ROBLES T.R.W. TOP OF RETAINING WALL WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. O4 CONSTRUCT 4.5" THICK (CERES) AND 5.5" THICK (JUNIPER) OF A.C. PAVEMENT ON 12" 17,800 S.F. EAST REGION-FONTANA BASE FIELD PLANNING ASSOCIATE THICK COMPACTED NATIVE SOIL PER CITY OF FONTANA STD. PLAN NO. 400. 16231 VALLEY BOULEVARD (909) 428-8407 T.F. TOP OF FOOTING 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE FONTANA, CA. 92335 (909) 335-3926 FAX INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO O5 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003. 1 EA. (951) 529-8987 CELL TOG TOP OF DRAIN BOX GRATE DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING SROBLES20SEMPRAUTILITIES.COM EDGE OF A.C. PAVEMENT UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE O CONSTRUCT 10' WIDE STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA 1,560 S.F. CABLE TELEVISION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 STD. PLAN 403. ADELPHIA CABLE JAMES HERRERA CONCENTRATED FLOW LINE TWO WORKING DAYS BEFORE EXCAVATION. 1500 AUTO CENTER DR. BUSINESS DEVELOPMENT O7 CONSTRUCT PARKWAY DRAIN PER S.P.P.W.C. STD. PLAN NO. 151-1 WITH INLET TYPE, ANGLE, AND 4 EA. ONTARIO, CA. 91761 (909) 766-4270 EXT. 215 -�- SHEET FLOW DRAINAGE 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES WIDTH "S" SHOWN ON THE PLAN. REFER TO DETAIL SHOWN ON SHEET 2. (909) 766-4289 FAX T/HDWL. TOP OF HEADWALL INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, JAMES.HERRERA®ADELPHIA.COM DOMESTIC WATER LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, O8 GRIND AND OVERLAY PER CITY OF FONTANA STDS., SEE TYPICAL SECTION ON SHEET 1 4,120 S.F. (02.20) EXISTING ELEVATION STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE OF 3. FONTANA WATER COMPANY KEITH HUESTON GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. c/o SAN GABRIEL VALLEY WATER COMPANY ENGINEERING AIDE - - 02)- - EXISTING CONTOUR ELEVATION O9 SAWCUT AND REMOVE FULL DEPTH A.C. PAVEMENT IN THE LOCATIONS SHOWN ON THE 16,470 S.F. P.O. BOX 6010(626) 448-6183 EXT. 233 12. THE CONTRACTOR SHALL NOT OPERATE OPERATE ANY FIRE HYDRANT OR WATER PLAN. EL MONTE, CA. 91734-2010 (626) 582-1571 FAX 02.20 PROPOSED ELEVATION MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL -02- PROPOSED CONTOUR ELEVATION COORDINATE WITH THE APPROPIATE WATER COMPANY FOR VALVE OPERATION AND 10 SAWCUT AND REMOVE EXISTING CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY 5,900 S.F. TELEPHONE WATER REQUIREMENTS. APPROACH, AND PARKWAY DRAIN. I.D. INSIDE DIAMETER SBC RON ESCARSEGA 13. CURVE DATA REFERS TO THE FACE OF CURB. 11 LICENSED LAND SURVEYOR TO TIE OUT AND REPLACE EXISTING SURVEY CONTROL 5 EA. 2ND FLOOR BIC ENGINEER O.D. OUTSIDE DIAMETER MONUMENT. 3939 E. CORONADO ST. (714) 666-5770 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE ANAHEIM, CA 92807 -G GAS MAIN NOTED. 12 ADJUST WATER VALVE LID AND CAN ASSEMBLY TO GRADE PER SAN GABRIEL VALLEY 4 EA. WATER COMPANY STANDARDS. -W WATER MAIN 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO SANITARY SEWER -S SANITARY SEWER ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE 13 ADJUST SEWER MANHOLE UD AND FRAME TO GRADE PER CITY OF FONTANA STD. PLAN NO. 2000. 3 EA. CITY OF FONTANA GRACE MARTINEZ CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS PUBLIC WORKS-ENGINEERING ASSISTANT ENGINEER/ -E UNDERGROUND ELECTRICAL CONDUIT AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 14 REMOVE WATER COMPANY CHAIN LINK FENCE. 180 L.F. 8353 SIERRA AVENUE UTILITY COORDINATOR FONTANA, CA. 92335 (909) 350-7610 T UNDERGROUND TELEPHONE CONDUIT 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 15 INSTALL CHAIN LINK FENCE TO MATCH EXISTING ON WATER COMPANY LAND. 180 L.F. -SD- STORM DRAIN TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REGRADE WATER COMPANY WELL DISCHARGE DIRT BASIN DIKE SLOPES OUT OF THE 280 C.Y. -CTV- UNDERGROUND CABLE TELEVISION 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY STREET RIGHT OF WAY. CONDUIT MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED 17 SAN GABRIEL VALLEY WATER COMPANY TO REMOVE WATER METER (IF ANY), BOX, AND 4 EA. -TSC- TRAFFIC SIGNAL CONDUIT CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DISCONNECT WATER SERVICE AT THE MAIN LINE. DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE W.V. WATER VALVE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO 18 SAN GABRIEL VALLEY WATER COMPANY TO INSTALL 6"x4"x4"x2.5" FIRE HYDRANT 2 EA. THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE ASSEMBLY WITH GATE VALVE. W.M. WATER METER MONUMENT. , CIVIL ENGINEERS NOTICE TO CONTRACTOR F.H. FIRE HYDRANT 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES 19 SAN GABRIEL VALLEY WATER COMPANY TO INSTALL 2" DIAMETER WATER SERVICE, METER AND BOX. 2 EA, 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES G.M. GAS METER AT ALL TIMESA MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN . SHOWN ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 20 SAN GABRIEL VALLEY WATER COMPANY TO INSTALL 6" DIAMETER WATER FIRE SERVICE 1 EA. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS S.M.H. SANITARY SEWER MANHOLE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST LATERAL, GATE VALVE AND DOUBLE CHECK DETECTOR ASSEMBLY FOR NEW BUILDING SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY P.P. POWER POLE CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. FIRE SPRINKLER SYSTEM. MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS S.L. STREET LIGHT 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND 21 INSTALL SEWER LATERAL HOUSE CLEANOUT ON TO THE EXISTING SEWER PIPE PER CITY OF 2 EA. RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR VELOCITIES EXCEED 25 MILES PER HOUR. FONTANA STD. PLAN NO. 2005. STRUCTURES. C.O. CLEANOUT 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR 22 GAS COMPANY TO INSTALL NEW GAS SERVICE PIPING FOR THE NEW BUILDING. 1 EA. 2. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY I.P. IRON PIPE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,. DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL L.P. LAMP POST RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 23 REMOVE TEMPORARY CHAIN LINK FENCE AND RETURN TO THE CITY. 290 L.F. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT ARROW S.D.M.H. STORM DRAIN MANHOLETHE 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER Q a Q 24 EDISON COMPANY AND SBC TO REMOVE POLES, OVERHEAD WIRES AND GUY WIRES. -- -- HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH a R.C.P. REINFORCED CONCRETE PIPE INSPECTOR. INSTALL UNDERGROUND CONDUIT, VAULTS, PULL BOXES AND PULL CORD PER EDISON THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING AV COMPANY AND SBC PLANS. EDISON COMPANY AND SBC TO PULL NEW WIRES. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC VALENCIA C.L.F. CHAIN LINK FENCE 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE AGENCY. cn z w TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION w N z w I.C.V. IRRIGATION CONTROL VALVE OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 25 SBC TO ADJUST TO GRADE 4' TALL TELEPHONE CABINET. 1 EA. 3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY (n w z � � m i. C. B. IRRIGATION CONTROL BOX 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM FOR THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE NOTE ORANGE WAY PARK ❑ &RIDE PRO E T G.P. GUARD POST UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY 26 REMOVE STOP SIGN AND POST. O 1 EACONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT . QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). BNSF) (METROLINK) SCRRA ( SI E ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR PRIOR TO COMMENCING ANY OFFSITE STREET D AV W.I.F. WROUGHT IRON FENCE LEAVING IMPROVEMENTS. 34 PROTECT IN PLACE ITEM AS NOTED. -- -- 4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE CONSTRUCTION, A TRAFFIC CONTROL PLAN WILL BE REQUIRED AND APPROVED BY THE CITY CERES R.O.H. BUILDING ROOF OVERHANG 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE 35 REMOVE TELEPHONE PULL BOX AND UNDERGROUND CONDUIT AFTER SBC REMOVES OR O OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER TRAFFIC SECTION. -- -- FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE w o w w > _j > > > > w> w > a T.S.P. TRAFFIC SIGNAL POLE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF DISCONNECTS THE WIRING. UTILITY AT NO EXPENSE TO ENGINEER. a ¢ a z a a a z FONTANA STANDARD DETAILS. > w P.B. PULL BOX 36 REMOVE ELECTRIC PULL BOX AND UNDERGROUND CONDUIT AFTER EDISON COMPANY -- -- EX. NORTH a MERRILL m AV 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH REMOVES OR DISCONNECTS THE WIRING. SOUTH PROPOSED VARIES FROM 1.2% TO 3.3% �- P.A. LANDSCAPED PLANTER AREA TO MATCH EXISTING CONCRETE. R/W80, EXISTING VARIES FROM 0.5% TO 2.3% R/1N DMV Elr p TELEPHONE PULL BOX 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 37 RELOCATE STREET LIGHT PER SEPARATE PLAN. 1 EA. 40' 40' � _jT.P.B. J > z w -' >Uj T.M.H. TELEPHONE MANHOLE LOCATION OF THE SEWER LATERAL. 38 REMOVE HANDICAP PARKING REGULA11ON SIGN AND POST. 1 EA. VARIES FROM 20' 20' 6.5' 13.5' Q Q a a ►- > z P = w v> a E.P.B. ELECTRIC PULL BOX 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE 39 SAN GABRIEL VALLEY WATER COMPANY TO RELOCATE WATER METER BOX, AND SERVICE 1 EA. 12.5' TO 14.5' EX. VARIES SAWCUT I VARIES FROM LINE 15' I �Q� v °- O� BEEN PLACED, INSPECTED AND APPROVED. PIPING 5 FEET NORTH. 1.0% 25' 5.5' TO 7.5' ST T.S.C. TRAFFIC SIGNAL CONDUIT TO. I 6.5' 8.5' ATHOL S.L.C. STREET LIGHT CONDUIT 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 40 SAN GABRIEL VALLEY WATER COMPANY TO RELOCATE FIRE HYDRANT ASSEMBLY, GATE 1 EA. EX. 6" CONC. CURB REMOVE EXIST. a TO PAVING OF STREETS. VALVE, CAN ASSEMBLY, AND PIPING 5 FEET NORTH. EX. VARIES FROM _ 6" CONC. CURBtEW w w T.S.P.B. TRAFFIC SIGNAL PULL BOX APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 41 ADJUST STREET LIGHT PULL BOX TO GRADE. - - _ _25- ND ASIDEWALK- - - - -� - 3.0% TO 4.9% _in30. 1 EA. T.S. PED. TRAFFIC SIGNAL PEDESTAL PRIOR TO PLACEMENT. EX. CONC.SIDEWALK 7 cr_B.F. GRIND 0.10' MINIMUM EXISTING BACKFLOW PREVENTION DEVICE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION BASIS OF BEARINGS A.C. PAVEMENT AND OVERLAY REMOVE EXISTING PAVEMENT, U T.E. TRASH ENCLOSURE AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN 0.10' MINIMUM WITH TACK COAT A.C. PAVEMENT 8" CONC. CURB, 18" AV AFTER COMPLETION OF ROUGH GRADING.THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF CERES AVENEUE SHOWN AS N89'45'22"E TYPICAL SECTION CERES AVENUE GUTTER AND SIDEWALK RANDALL P.M. ELECTIC PAD MOUNT TRANSFORMER 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR ON PARCEL MAP 17999, P.M.B. 226/30-31, AND SHOWN AS N89'46'30"E ON THIS PLAN. C.B. CATCH BASIN STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL FROM STA. 10+00 TO STA. 18+24 VICINITY MAP R.D. ROOF DRAIN REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. R-6 5 PROPERTY OWNER SCALE: HORIZONTAL 1"=10' NOT TO SCALE 1-800-422-4133 VERTICAL 1"=5' REFERENCE: 2006 SAN BERNARDINO CO. THOMAS GUIDE PG. 604 R RIDGE UNE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED , ITS THE LAW CALL AT LEAST FONTANA REDEVELOPMENT AGENCY, INDEX SHEETS -GB- GRADE BREAK LINE TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. DIAL BEFORE TWO WORKING A CALIFORNIA PUBLIC AGENCY ACALL P.O.C. POINT OF CONNECTION 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THEO/ YOU DIG! DAYS PRIOR TO EXCAVATING c/o KEN HUNT, CITY MANAGER 8353 SIERRA AVENUE NO. SHEET TITLE -OHL OVERHEAD UTILITY LINES SATISFACTION OF THE CITY TRAFFIC ENGINEER, �� FONTANA, CA. 92335 1 OF 4 STREET IMPROVEMENT PLAN TITLE SHEET �- MSL D/L DAYLIGHT 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND cA SOILS ENGINEER 2 OF 4 STREET IMPROVEMENT PLAN DETAIL SHEET \ I ENGINEERING, INC. J / DS DOWNSPOUT SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY UNDERGROUND SERVICE ALERT ENGINEER. OF SOUTHERN CALIFORNIA JOHN R. BYERLY INC. 3 OF 4 STREET PLAN AND PROFILE FOR CERES AVENUE EAST OF JUNIPER AVENUE FROM CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT PSD PERFORATED STORM DRAIN BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING 2257 SOUTH LILAC AVENUE STATION 10+00 TO 15+00 402 WEST ARROW HWY, SUITE 4, SAN DIMAS, CA. 91773 HB HOSE BIBS 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 BLOOMINGTON, CA 92316-2907 (909) 305-2395 FAX (909) 305-2397 OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.(909) 877-1324 4 OF 4 STREET PLAN AND PROFILE FOR CERES AVENUE EAST OF JUNIPER AVENUE FROM EMH ELECTRIC MANHOLE (909) 877-5210 FAX STATION 15+00 TO 18+24 CATVPB CABLE TELEVISION PULL BOX SEAL Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA AS AUTOMATIC BUILDING SPRINKLER LINE SHOULD CONSTRUCTION OF THE REQUIRED -- RIGHT OF WAY LINEQ�oFEss,O IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN SCE SOUTHERN CALIFORNIA EDISON YEARS OF THE DATE OF APPROVAL SHOWN HEREON s Ly a� DRAWN BY: SCALE: C- z MARK S. LAMOUREUX STREET IMPROVEMENT As Noted AND CARRIED FORTH IN A DILIGENT MANNER, THE G.R.H. DESIGNED BY: PLAN TX L SHEET DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE No. 38382 * Exp. 03-31-11 * -� M.S.L. 05-04-09 PLANS TO BRING THEM INTO CONFORMANCE WITH ��9TF C/ Exp. Date: 03-31-11 Date :05-04-09 CHECKED BY: APP VED & ✓/2� % DRAWING NO.: 1 OF cA �F`'\P �� STANDARDS IN EFFECT. ENGR'S NAME. R.C.E. 38382 M.S.L. 4787 4 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY ENGINEER R.C.E.451152 JIV VOVU3-VOVV3 IiOSU IS C