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Home My WebLink About5118-1GENERAL NOTES FOR SEWER SPR PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE E3EWER - SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. IMPROVEKAEN 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 ENGINEER FOR RESOLUTION. SAN R RDINO 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED -FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,FORBOYLE AVENUE ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO - THE START OF ANY WORK IN PUBLIC ' RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) A I. t SLAVER AVE AVE 350-7610 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE K 11100 iEML - STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC _ EDITION UNLESS OTHERWISE DIRECTED BY THE C3 CITY TRAFFIC ENGINEER. _ < 1 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AU90OF j DEVICES AT ALL TIMES. s 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET ORFONTANA. A IFORNIA GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. MANIA ST 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, - SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF .INDUSTRIAL - f SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE I SANTA ANA AVENUE SANTA ANA AVENUE < I POTENTIAL EXISTS FOR GROUND MOVEMENT. 1 9. NO MATERIAL OR EQUIPMENT SHALL. BE STORED IN THE PUBLIC RIGHT. OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 1 W c THAT PURPOSE. - I� < SI 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE ;TRUE LOCATION AND ELEVATION OF ANY EXISTING _ _ _ _ _ UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL. CONTACT - _ `-"" - ^ - �- - - - - - - - - - - - • - - - Cl (I - ,., » + I UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. _ s`w o I I 1:' 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL. UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, - - - - - - ...- - - _. - - _ - - _ - - _ SEWER, STORM DRAIN, FLOOD • CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS Y I I I Q NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. , `� I JURUPA AVENUE12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY o �, AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND i i \ M 1 I I WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. - �; II 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT Cl THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND ( i VICINITY MAP CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PROP NOT TO SCALE 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR - ESMT PROPOSED STREET LIGHT NOTIFICATION TO THE CITY ENGINEER. EXIST PER PLAN N0. 5117LT 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH RAN 1I MARKS, SHALL BE DONE BY A REGISTERED .CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL -I BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED -THE- CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE AI I i SHEET INDEX MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT ' o I I 1 TITLE SHEET II 1 } LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. I I 2 8" SEWER PLAN AND PROFILE 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING,AT ALL TIMES. BASIS OF BEARINGS: BENCH MARK: BM ID NO.: 517 THE BEARING NORTH OV 13' 47" EAST OF DATE:: 4/70 THE CENTERUNE OF HEMLOCK AVENUE AS SHOWN ON A MAP FILED IN BOOK 101 PAGE ELEVATION: 981.36 FEET 14 OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY, WAS USED AS THE DESCRIPTION: PK NAIL IN POLE #335739E NW BASIS OF BEARINGS FOR _THIS SURVEY. CORNER REDWOOD & SANTA ANA 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR C.B. ROPOSED STREET LIGHT PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL -RIGHT OF WAY B.C.R. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. -CENTERUNE 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN. THE REQUIRED DENSITY SHALL I 6 i ARCH. REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED. DENSITY IS OBTAINED. C831 II -LOW POINT 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM. UNDERMINING STREET IMPROVEMENTS. UPON -TOP OF CURB S.W. INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING F.L. El IMPROVEMENTS. -TOP OF PIPE F.S. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. B.O.P. -BOTTOM OF PIPE 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE F R PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL H.P. -HIGH POINT FOR TERMINAL CLEANOUT. 1 PROPOSED IRRIGATION DETER _ SEE WATER PLAN 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) T.W. ESMT EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. -ROOF DRAIN C.M.B. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 1 ( cc.) I1 ROPOSED WATER METER 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR R W INV. DEFLECTIONS IN ALIGNMENT. PROPOSED 8" SEWER I 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF 1 cEE ecaniwr nr a� CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR (I I PROPOSED STREET LIGHT LOCATIONS SHOWN ON THE PLANS. -TOP OF GRATE I I 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY N.G. o ,� ENGINEER. -TOP OF RAIL TOP 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. I -STREET LIGHT WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET ROPO a SFF t INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. E.P. i 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 1 i 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE IMPROVEMENTS, THE CONTRACTOR SHALL + 1 _PROPOSED NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. SS CLEAN Our j 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND SEERAD1N PLAN- -CONCRETE APPROVED. - -. -BACK OF : WALK FOR ONTIN ATION 34. ALL UNDERGROUND UTILITIES SHALL. BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. L.S. • 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. II -. 2 1 I U _ c 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING EXIST. -EXISTING CONTRACTOR UPON COMPLETION OF PAVING. -POLYVINYLCHLORIDE ' 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER C.I.P. -CAST IRON PIPE TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. -BUILDING`. F.H. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE M.H. 1 RECORD DRAWINGS TO THE CITY, ENGINEER. -POWER POLE T.B. HOLD HARMLESS INDEMNIFICATION CLAUSE= i THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE 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 CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. A EXISTING UNDERGROUND STRUCTURES= A ALL UNDERGROUND UTIUTIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH C THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITHTI 1 THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR S INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD F LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES S OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. I NOTICE TO CONTRACTOR= CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BASIS OF BEARINGS: BENCH MARK: BM ID NO.: 517 THE BEARING NORTH OV 13' 47" EAST OF DATE:: 4/70 THE CENTERUNE OF HEMLOCK AVENUE AS SHOWN ON A MAP FILED IN BOOK 101 PAGE ELEVATION: 981.36 FEET 14 OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY, WAS USED AS THE DESCRIPTION: PK NAIL IN POLE #335739E NW BASIS OF BEARINGS FOR _THIS SURVEY. CORNER REDWOOD & SANTA ANA w + I! PROPOSED 8 SEWER PUBLIC MAIN 15 00 I I I 1 I 1.3.00 w - PROPOSED SS M.H. i { i rFl � I' III it PI E STA. 10+00.00 CK STA. 13+41.99 ITILITY CONTACTS I�) M ij coR� o� TO �Nu."' IE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES � � EXISTING 10' SS MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. 13 0 CEMERUNE 31.00 _32.00_ 'dd: (510) 645-2929 0 30 60 120 180 64.00 N OF FONTANA: (909) 350-7610 ME WARNER CABLE: (909) 975-3398 )UTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 )NTANA WATER COMPANY: (909) 201-7333 )UTHERN CALIFORNIA mISON COMPANY: (909) 928-8270 IUWD EMPIRE UTILITIES AGENCY: (909) 993-1600 TOLL FREE -i-$00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION SEWER CONSTRUCT10N NOTES: QUANTITY 60 INSTALL 8' CAP AT RIGHT-OF-WAY ` 61 CONSTRUCT 8' EXTRA STRENGTH VCP SEWER PIPE 62 TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008 63 CONSTRUCT SEWER I�UWFpLE PER CITY OF FONTANA STD. 2001 y 64 CONNECT TO EXISTING MANHOLE PER CITY OF FONTANA STD. 2001 r 65 CONSTRUCT SEWER AIH FRAME AND COVER PER CITY OF FONTANA SID. 2000 66 RECHANNEL EXISTING SEWER MANHOLE PER CffY OF FONTANA SID. 2003 CASE b 67 CONSTRUCT 8' PVC (SDR -35) SEWER PIPE 68 PROVIDE BLANKET PROTECTION AT PIPE CROSSING PER SP.P.W.C. SID. 225-2 LEGEND= 1 EA 192 LF 192 LF 2 EA 1 EA 2 EA 1 EA 5 LF N/A It -PROPERTY UNE C.B. ROPOSED STREET LIGHT R/W -RIGHT OF WAY B.C.R. II PER PLAN NO. 5117LT -CENTERUNE ai I 6 i ARCH. -ARCHITECTURAL C831 II -LOW POINT T.C. -TOP OF CURB S.W. -STEM WALL F.L. El T.O.P. -TOP OF PIPE F.S. -FINISH SURFACE B.O.P. -BOTTOM OF PIPE T.S. F R -RADIUS H.P. -HIGH POINT V -11 1 PROPOSED IRRIGATION DETER _ SEE WATER PLAN PROP it T.W. ESMT I I -ROOF DRAIN C.M.B. o� EXIST 1 ( cc.) I1 ROPOSED WATER METER S.F. R W INV. SEE WATER PLAN PROPOSED 8" SEWER -EXISTING ELEVATION '� 1 cEE ecaniwr nr a� -BOTTOM OF WALL (I I PROPOSED STREET LIGHT T.G. -TOP OF GRATE I I PER PLAN NO. 5117LT N.G. o ,� I) -TOP OF RAIL TOP • a: °5 o I I -STREET LIGHT TOE ROPO a SFF t -GRADE BREAK E.P. -EDGE OF PAVEMENT I 1 1 A.C. -ASPHALT CONCRETE + -HEIGHT OF RETAINING C.L.F. SS CLEAN Our C.F. -CURB FACE SEERAD1N PLAN- -CONCRETE PROPOSED SS I.H. -BACK OF : WALK FOR ONTIN ATION -PARKWAY DRAIN L.S. • H.C. II -. 2 1 I U _ c w + I! PROPOSED 8 SEWER PUBLIC MAIN 15 00 I I I 1 I 1.3.00 w - PROPOSED SS M.H. i { i rFl � I' III it PI E STA. 10+00.00 CK STA. 13+41.99 ITILITY CONTACTS I�) M ij coR� o� TO �Nu."' IE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES � � EXISTING 10' SS MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. 13 0 CEMERUNE 31.00 _32.00_ 'dd: (510) 645-2929 0 30 60 120 180 64.00 N OF FONTANA: (909) 350-7610 ME WARNER CABLE: (909) 975-3398 )UTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 )NTANA WATER COMPANY: (909) 201-7333 )UTHERN CALIFORNIA mISON COMPANY: (909) 928-8270 IUWD EMPIRE UTILITIES AGENCY: (909) 993-1600 TOLL FREE -i-$00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION SEWER CONSTRUCT10N NOTES: QUANTITY 60 INSTALL 8' CAP AT RIGHT-OF-WAY ` 61 CONSTRUCT 8' EXTRA STRENGTH VCP SEWER PIPE 62 TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008 63 CONSTRUCT SEWER I�UWFpLE PER CITY OF FONTANA STD. 2001 y 64 CONNECT TO EXISTING MANHOLE PER CITY OF FONTANA STD. 2001 r 65 CONSTRUCT SEWER AIH FRAME AND COVER PER CITY OF FONTANA SID. 2000 66 RECHANNEL EXISTING SEWER MANHOLE PER CffY OF FONTANA SID. 2003 CASE b 67 CONSTRUCT 8' PVC (SDR -35) SEWER PIPE 68 PROVIDE BLANKET PROTECTION AT PIPE CROSSING PER SP.P.W.C. SID. 225-2 LEGEND= 1 EA 192 LF 192 LF 2 EA 1 EA 2 EA 1 EA 5 LF N/A It -PROPERTY UNE C.B. -CATCH BASIN R/W -RIGHT OF WAY B.C.R. -13EGINNING OF CURB RETURN -CENTERUNE E.C.R. -END OF CURB RETURN ARCH. -ARCHITECTURAL LP. -LOW POINT T.C. -TOP OF CURB S.W. -STEM WALL F.L. -FLOW UNE T.O.P. -TOP OF PIPE F.S. -FINISH SURFACE B.O.P. -BOTTOM OF PIPE T.S. -TOP OF CONCRETE SLAB R -RADIUS H.P. -HIGH POINT T.F. -TOP OF FOOTING F.F. -FINISH FLOOR T.W. -TOP OF WALL R.D. -ROOF DRAIN C.M.B. -CRUSHED MISC. BASE R.C.P. -REINFORCED CONCRETE PIPE S.F. -SQUARE FEET INV. -INVERT (0.00) -EXISTING ELEVATION S = -SLOPE B.O.W. -BOTTOM OF WALL F.G. -FINISH GRADE T.G. -TOP OF GRATE S.D. -STORM DRAIN N.G. -NATURAL GRADE T.R. -TOP OF RAIL TOP -TOP OF SLOPE ST.LT. -STREET LIGHT TOE -TOE OF SLOPE G.B. -GRADE BREAK E.P. -EDGE OF PAVEMENT H.P. -HIGH POINT A.C. -ASPHALT CONCRETE H -HEIGHT OF RETAINING C.L.F. -CHAIN LINK FENCE C.F. -CURB FACE CONC. -CONCRETE B.W. -BACK OF : WALK PKWY DRAIN -PARKWAY DRAIN L.S. -LANDSCAPING H.C. -HANDICAP A.B. -AGGREGATE BASE EXIST. -EXISTING P.V.C. -POLYVINYLCHLORIDE TRANS PAD -TRANSFORMER PAD C.I.P. -CAST IRON PIPE BLDG -BUILDING`. F.H. -FIRE HYDRANT M.H. -MANHOLE; P.P. -POWER POLE T.B. -TOP OF BERM Lost Update: 5/5/14 D R # '14 _008 0:\3200-3299\3209\SEYUER\3209-SS01.dw9 -DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ori - QThie�es E�gi�ee��g, Inc. CITY OF FONTANA, CALIFORNIA CML LWNIMNG • LMD SURVEYING COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 14349 RRE TME BWaVWD SEWER IMPROVlEEK%IENT PLANS LA Cy PH.(71R 1-48 FAX(714)521-41730 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,� � � � ERA" . TITLE SHEET SCALE: FOR AS NOTED �r R.C.E. N0. 56155 � * Prepared Under The Supervision Of : ,�� THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO J,� Exp. 12-31-14 \ DESIGNED BY: BLOCK A�M DATE: � K J.P. 92337 04/29/2014 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND >�c• o CIV ��-Q� Date : 5 t4- �EgCED BY: APPRO BY: / / DRAWING NO-* STANDARDS IN EFFECT. F CAL EINHARD STENZ RCE NO. 56155 R.S. • r GN 518 2 --- Cl