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Home My WebLink About2974-1Ttwy,l. 5ENER O ENERAL NOTE5 I ALL k4MK_5HA_ LI _ BE IN ACCORDANCE HITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE THE- CONTRACT PROVISIONS AND THE STANDARD SPEC I F I GAT I ONS FOR PUBL I G HORK CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHER *4199: NOTED. 2 WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 116REEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFL I GT TO THE G I TY EN61 NEER FOR RESOLUTION. 5 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 ,EN6INEERIN6 DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION GORDINATION SHALL BE REQUESTED AT LEAST TWO HORKIN& DAYS PRIOR TO THE START OF ANY HORK IN PUBLIC, RIGHT -OF -HAY HITHIN THE CITY LIMITS. GALL01090550-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFF I G CONTROL POL I G I ES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF GAL I FORN I A MANUAL OF TRAFF I G CONTROLS, LATEST NON-METRI G EDITION UNLESS OTHERHISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 IT SHALL, BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, PELINEATOR5 OR OTHER TRAFFIC, CONTROL DEVICES AT ALL TIMES. 'T THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE GAL I PORN I A STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE HALLS 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 I NDU5TRI AL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE &UARPED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. Q NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF HAY HITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHORN 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 EXI5TIN6 UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNPER&RoUNP SERV I GE ALERT AT I -800-227-2600 THO WORK I N6 DAYS BEFORE EXCAVATION. II THE CONTRACTOR SHALL COORDINATE CONSTRUCTION HITH ALL UTILITY COMPANIES INGLUDIN6, BUT NOT LIMITED TO, &A5, TELEPHONE, ELECTRIC, GABLE TELEVISION, LANDSCAPIN6,LANDSCAPE IRRIGATION. DOMESTIC HATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN THO HORKIN& DAYS NOTICE PRIOR TO HORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR HATER MAIN VALVES HITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPIATE HATER COMPANY FOR VALVE OPERATION AND HATER REQUIREMENTS. 15 5TATIONIN6 REFERS TO THE CENTERLINE OF SEHER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INGLUDIN6 SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT HILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE HEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABL I SHED FOR LATER REPLACEMENT OF THE MONUMENT. I? THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 4 LF -GAL DE5CRIPTION: THE NORTH 1/2 OF THE NORTH 1/2 OF LOT 15, ORANGE HEI 6HT5 ACRES, IN THE COUNTY OF SAN BERNARD I NO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 141 OF MAP5,PA6E 25, RECORDS OF 5,A% I D COUNTY. I6 THE CONTRACTOR SHALL PROTIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INGLUDIN6 ADEQUATE NATERIN6, AT ALL TIMES. A THE CONTRACTOR SHALL "NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF HAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE G I TY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-HORKIN6 OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT &RAPES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE G I TY EN&1 NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHALES ENTERI N6 OR LEAV I N6 IMPROVEMENTS. 25 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IF SEVER CONSTRUCTION 15 TO BE PONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOHNSTREAM MANHOLE, SEE G I TY OF FONTANA STANDARD DETAIL FOR TERM I NAL CLEANOUT. 25 SANITARY SERER LINES SHALL BE CONSTRUCTED OF BELL AND 5PI6OT OR BAND SEAL TYPE VERIFIED CLAY PIPE (V.C.P) EXTRA STRENGTH GLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DE51&NATION C-100 FOR Y.G.P. 26 NO OPEN TRENCH SHALL BE ALLONED AT THE END OF THE DAY NITHOUT PRIOR APPROVAL of THE CITY ENGINEER. 21 SHORT VCP STUBS KITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE W41-1-5 TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFAY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNE55 OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 21 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM &RADE UNLE5 OTHERNISE APPROVED BY THE CITY EN& (NEER 50 TERMINATE ALL 4" HOUSE SERER LATERALS 5 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. HHEN PUBL I G UTILITY EASEMENTS EXIST NEX TO THE STREET RIGHT OF HAY, THE LATERAL SHALL TERM I NATE 5 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 51 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEVER LATERAL. 52 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT HITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL APFECTED A6ENCIES IMMEDIATELY. 55 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 54 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAYING OF STREETS. 55 APPROVED 501L 5TERILANT 15 REQUIRED UNDER ALL NEN ASPHALT PAVEMENT PRIOR TO PLACEMENT. 56 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE -BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 5-1 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 56 AS -BUILT DRAW I NGS SHALL BE PROV I DED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, HHO SHALL PROVIDE RECORD DRAHI N65 TO THE G I TY ENGINEER. UNDERGROUND SERVICE ALERT (800) 227-2600 TWO WORKING DAYS BEFORE YOU DIG PR I \/ATE ENC I NEER'S NOTE5 TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES 5HOHN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE 5E5T OF OUR KNOWLEDGE THERE ARE NO EX 15T I N6 UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAW I N65. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RE5PON51 B I L I TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 5HOHN ON THESE DRAW I N65. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RE5PON51BILI7Y FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF TH15 PROJECT, INGLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THAT TH 15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE L I M I TED TO NORMAL WORK I N6 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE G I TY, THE OWNER AND THE EN61 NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLE6ED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON TH 15 PROJECT, EXCEPT I N6 FOR LIABILITY AR I S I N6 FROM THE SOLE NE6LIOENCE OF THE OWNER OR THE ENGINEER. REVISIONS DESCRIPTION APPROVED DATE OWNERS/Af'PLIG/kNTS: MR. JUAN ROJAS ADDRESS; 241 E. HIGHLAND AVE. SUITE 204 SAN BERNARD I NO, GA 412404 (41041) 882-18415 BASIS OF BEARING: WALNUT AVENUE CENTER LINE PER P.M. 5426 ( t4 89' SP11 BENCH MARK No 35-1 LOCATION: 0 Intersection of Citrus 4 Baseline ELEVATION = 13414.56 (0 357) 5ENER LATERAL LOCATION CONSTRUCT I ON NOTES QUANTITY O CONSTRUCT S" P.V.G. SEWER MAIN 825 L.F. 2O CONSTRUCT 8" D.I.P. SEWER MAIN 546 L.F. 3Q CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY STD. 1041, 112 4 114. 5 EA. 40' CONSTRUCT 8" x 4 L.F. P.V.G. STUB. I EA. 40' PAVEMENT RESTORATION PER CITY 5TD. 151 CIO S.F. O6 CONSTRUCT 4" P.V.G. SEWER LATERAL PER CITY 57D. 125 15 EA. I6 THE CONTRACTOR SHALL PROTIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INGLUDIN6 ADEQUATE NATERIN6, AT ALL TIMES. A THE CONTRACTOR SHALL "NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF HAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE G I TY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-HORKIN6 OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT &RAPES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE G I TY EN&1 NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHALES ENTERI N6 OR LEAV I N6 IMPROVEMENTS. 25 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IF SEVER CONSTRUCTION 15 TO BE PONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOHNSTREAM MANHOLE, SEE G I TY OF FONTANA STANDARD DETAIL FOR TERM I NAL CLEANOUT. 25 SANITARY SERER LINES SHALL BE CONSTRUCTED OF BELL AND 5PI6OT OR BAND SEAL TYPE VERIFIED CLAY PIPE (V.C.P) EXTRA STRENGTH GLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DE51&NATION C-100 FOR Y.G.P. 26 NO OPEN TRENCH SHALL BE ALLONED AT THE END OF THE DAY NITHOUT PRIOR APPROVAL of THE CITY ENGINEER. 21 SHORT VCP STUBS KITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE W41-1-5 TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFAY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNE55 OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 21 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM &RADE UNLE5 OTHERNISE APPROVED BY THE CITY EN& (NEER 50 TERMINATE ALL 4" HOUSE SERER LATERALS 5 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. HHEN PUBL I G UTILITY EASEMENTS EXIST NEX TO THE STREET RIGHT OF HAY, THE LATERAL SHALL TERM I NATE 5 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 51 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEVER LATERAL. 52 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT HITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL APFECTED A6ENCIES IMMEDIATELY. 55 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 54 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAYING OF STREETS. 55 APPROVED 501L 5TERILANT 15 REQUIRED UNDER ALL NEN ASPHALT PAVEMENT PRIOR TO PLACEMENT. 56 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE -BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 5-1 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 56 AS -BUILT DRAW I NGS SHALL BE PROV I DED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, HHO SHALL PROVIDE RECORD DRAHI N65 TO THE G I TY ENGINEER. UNDERGROUND SERVICE ALERT (800) 227-2600 TWO WORKING DAYS BEFORE YOU DIG PR I \/ATE ENC I NEER'S NOTE5 TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES 5HOHN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE 5E5T OF OUR KNOWLEDGE THERE ARE NO EX 15T I N6 UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAW I N65. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RE5PON51 B I L I TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 5HOHN ON THESE DRAW I N65. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RE5PON51BILI7Y FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF TH15 PROJECT, INGLUDIN6 SAFETY OF ALL PERSONS AND PROPERTY; THAT TH 15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE L I M I TED TO NORMAL WORK I N6 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE G I TY, THE OWNER AND THE EN61 NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLE6ED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON TH 15 PROJECT, EXCEPT I N6 FOR LIABILITY AR I S I N6 FROM THE SOLE NE6LIOENCE OF THE OWNER OR THE ENGINEER. REVISIONS DESCRIPTION APPROVED DATE OWNERS/Af'PLIG/kNTS: MR. JUAN ROJAS ADDRESS; 241 E. HIGHLAND AVE. SUITE 204 SAN BERNARD I NO, GA 412404 (41041) 882-18415 BASIS OF BEARING: WALNUT AVENUE CENTER LINE PER P.M. 5426 ( t4 89' SP11 BENCH MARK No 35-1 LOCATION: 0 Intersection of Citrus 4 Baseline ELEVATION = 13414.56 (0 357) 5ENER LATERAL LOCATION LOT STATION LEN6HT Art? $mY l oC.mw 1 1+15.00 40' 2 1+65.00 40' 5 2+11.50 40' 4 5+10.00 40' 5 4+80.00 65' 6 5+52.00 10' 1 5+62.00 12' 6 6+61.00 12' q 14+10.00 -TO' 10 1+64.60 65' 11 10+14.00 40' 12 11+66.50 40' 15 I I+16.50 40' SEA L Q�aF Ess / ON �w� Fti G� C07 JULIO N. LOZA 2 W rn � No. C54826 ;;0 7k EXP. 3-31-04 7k J� C / V I or CA��F PREPARED BY: 6" MIN. 10" MAX. D.D. 6" MIN. 10" MAX. SELECTED NATIVE SOIL 1" MAX, SIZE COMPACTED t r' 12" MIN. TO 90 % .�� PIPE ❑,D, MIN, TABLE=200-1,2 (A) SIEVE SIZE PERCENTAGE PASSING SIEVE 11/2, - 1, - 3/4, 100 1/2, 90-100 3/8, 20-60 NoA 0-15 No,8 0-5 ASTM C 131 TEST GRADING B TYPICAL BEDDING FOR VCP SEWER LESS THAN 10' DEEP N.T.S. 6" MIN. 10" MAX, E,D, 6" MIN. 10" MAX, /� SELECTED NATIVE SOIL 1, MAX. SIZE COMPACTED TO 90% + 1/2, CRUSHED STONE BEDDING PER STD, SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 (A) SHOWN 12" MIN. .-:.• PIPE ❑,D.. 4//j MIN, TYPICAL BEDDING FSR VCP SEWER 10' OR DEEPER N,T,S. LEGEND R_ PROPERTY LINE SMH SEWER MANHOLE (XXXX.XX) EXISTING ELEVATION TC TOP OF CURB FL FLOW LINE CF CURB FACE FH FIRE HYDRANT WV WATER VALVE GS GROUND SURFACE EP EDGE OF PAVEMENT S/W SIDEWALK BW HACK OF SIDEWALK C.L. CHAIN LINK CL JNL CONSULTING ENGINEERS BY: DRAWN 5196 Benito Street, Suite 18, Montclair, CA 91763 Phone/Fax: (909) 626 9348 JNL DESIGN WALNUT i I�IALNUT T. z SITE SITE- � ED BY: T. Q a a a � (909) 350-7640 � S0. CALIFORNIA EDISON COMPANY ASELIN RP. N.T.S. 300 N. PEPPER STREET V ICINITY t",*1AP NOT TO SCALE CENTER LINE R/W RIGHT OF WAY STREET LIGHT POLE JNL OB-ZB- O/ CHECKED BY: R.C.E. N0. C5 6 EXPIRATION DATE: 03-31-04 DATE JNL UTILITY NOTIFICATIONS WALNUT i I�IALNUT T. z SITE SITE- � ED BY: JNL OB-ZB- O/ CHECKED BY: R.C.E. N0. C5 6 EXPIRATION DATE: 03-31-04 DATE JNL UTILITY NOTIFICATIONS 1 WALNUT i I�IALNUT T. z SITE SITE- � � T. Q a a a � (909) 350-7640 � S0. CALIFORNIA EDISON COMPANY ASELIN RP. N.T.S. 300 N. PEPPER STREET V ICINITY t",*1AP NOT TO SCALE GAS: 1 FONTANA WATER COMPANY P.O. Box 987 FONTANA CA, 92334 (714) 822-2201 SEWER & CITY OF FONTANA STORM DRAIN FONTANA, CA 92335 (909) 350-7640 POWER: S0. CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 (909) 357-6223 GAS: S0. CALIF. GAS COMPANY P.O. BOX 3003 FONTANA, CA 92335 (909) 335-7769 CABLE N: COMCAST CABLEVISION ASELIN RD. ONTARIO, CA, 91762 WATER: CITY OF FONTANA WATER COMPANY P.O. Box 987 FONTANA CA, 92334 (714) 822-2201 SEWER & CITY OF FONTANA STORM DRAIN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7640 POWER: S0. CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 (909) 357-6223 GAS: S0. CALIF. GAS COMPANY P.O. BOX 3003 FONTANA, CA 92335 (909) 335-7769 CABLE N: COMCAST CABLEVISION 1257 W BROOKS ST. ONTARIO, CA, 91762 (909) 983-9895 TELEPHONE: PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5496 .IRRIGATION: FONTANA UNION WATER CO. P.O. BOX 309 FONTANA, CA 92334 (909) 822-9190 FONTANA, CALIFORNIA 5ENER IMPROVEMENT TITLE SHEET FOR TRACT MAP N0. 16034 Approved: �`�r'l^'p„¢, i��.°`�-`'�✓\ 4.494 4:bt z CITY ENGINEER R.C.E. ; SCALE: DATE: AUGUST; 2001 Dwg.No. 1 2, 7 2