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Home My WebLink About3924-2 (3)VTC''_TNTTV TABLE 200-1.2[A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" 1" 3/4" 100 112 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP N. T. S. INSTALL 8" PRI VA TE - SEWER MAIN EX. 12.75" GWBR WA TER MAIN INSTALL 8" PRI VA TE- SEWER ESEWERMAIN INSTALL 8" EWER MAIN TY SEWER 8" BRAA--G WATER MAIN N ,: : z PROP SED 16,WOE 1 MONTANA M P R 0 V PROJECT CATAWBA AVENUE TR. 14 1,/ 114M a- lman M.H. #5=N. 5+10.45 COMMON AREA 09; cl.... NDEX INSTALL 8" ElSEWERMAIN EX. SEWER MH STA. 14+09.76 RIM 1196.67, FL 1187.03 N&S PER PM NO. 11305 DESIGN REVIEW 87-204 DWG NO. 1548 N INSTALL 8" PRI VA TE SEWER MAIN F J INDICATE SHEET NUMBERS. SCALE 1 to 60' O. 16898 UTILITY CONTACT LIST CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 909) 350-6632 THE GAS COMPANY ATTN: GREG GASPAR FONTANA., CA 92335 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA 92335 909) 820-5598- UNDERGROUND 909) 875-5100- TRANSMISSIONS 213) 637-1233- PIPELINES 909) 357-6233- DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO 909) 463-9580 UNDERGROUND SERVICE ALERT 800) 422-4133 METROPOLITAN WATER DISTRICT WATER SYSTEM OPERATION GROUP ATTN: JOE MIRONE 909) 776-2664 OWNER PACIFIC BELL CO. ATTN: NORMA GUILLOT 1265 N. VAN BUREN STREET SUITE 180 ANAHEIM, CA 92807 714) 666-5401 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 1400 E. PHILLIPS BLVD. DUPONT AVENUE ONTARIO, CA.91761 909) 390-4738 VERIZON ATTN: STEVE HOOK POMONA, CA 91766 909) 469-6327 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 PH: (909) 822-2201 FAX: (909) 823-5046 WEST VALLEY WATER DISTRICT ATTN: LON TSAI 855 W. BASELINE ROAD RIALTO, CA 92377 BENCH MARK: SBCO SURVEYOR MONUMENT: SURVEY DISK STAMPING: 700-15 1968 SPECIFIC SETTING: BR. DISK ON CONC POST. ELEV = 1,225.801' AT CATAWBA AVE & AT & SF RR, 13 FT. E CATAWBA, 49 FT. S OF S RAIL OF MAIN LINE TRACKS, 10 FT. N OF N ROW EUCALYPTUS TREE, 2.5 FT. W & 1.5 FT. S OF FENCE CORNER, 2 POLES E OF MILEPOST 90, 0.8 FT. ABOVE GROUND, IN A 6 IN. SQUARE CONC. MONUMENT. I BASIS OF BEARING: CENTERLINE OF MERRILL AVENUE SHOWN AS N89'45100"E PER PARCEL MAP NO. 113059 M.B. 129/24-25, RECORDS OF SAN BERNARDINO COUNTY. CONSTRUCTION NOTES 1& --CONSTRUCT 4' DIA. MANHOLE PER CITY STD. DWG. NO. 0 O ---INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN. 3 ---INSTALL PRIVATE 4" V.C.P. SEWER LATERAL AND WYE PER CITY OF FONTANA STD. DWG. NO. 4--- SAW'CUT AND REMOVE EX. A.C. PAVEMENT PER CITY STD. NO. O---A.C. PAVEMENTIRESURFACING PER CITY STD. NO. 1 GENERAL NOTES 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 (" GREEK BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 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) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE 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 UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 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 NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEMPT 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 MONUMENT, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. QUANTITIES 5 EA 905 LF 260 LF 4,210 SF 4,210 SF 17. 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES,. DITCHES AND SWALES FROM UNDERMINING STREET NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. 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 DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.D.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. AUTOCAD FILENAME: s e w e r. d w g SHEET INDEX STREET NAME SHT. DESCRIPTION TITLE SHEET 1 VICINITY MAP, LOCATION MAP & INDEX MAP, SHEET INDEX CATAWBA AVE. 2 STA. N. 0+00 TO STA. N. 3+17.95 STA. E. 0+00 TO STA. E. 0+39.00 Q O DIAL TWOWORKING BEFORE DAYS BEFORE YOU DIG YOU DIG 800-422-4133 A PUBLIC TOLL REE SERVICE BY UNDERGROUD E VCALET MERR LL AV CITY 0 F FO NTANA, CALIFORNIA SEWER IMPROVEMENT PLAN w DRAWN BY: GB SITE Q RAND LL AVE DESIGNED BY. GB DAA' Y UjQ Zj W CHECKED BY'.... APP ED BY o J REV. J Q CITY CI ENGINEER ATE. j U O P SAN BERNANDINC AVE Q Q VAL EY AVE w pyVHTLl_l, F_ I LO VER VEIf NOT TO SCALE LOCATION MAP 17. 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES,. DITCHES AND SWALES FROM UNDERMINING STREET NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. 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 DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.D.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. AUTOCAD FILENAME: s e w e r. d w g SHEET INDEX STREET NAME SHT. DESCRIPTION TITLE SHEET 1 VICINITY MAP, LOCATION MAP & INDEX MAP, SHEET INDEX CATAWBA AVE. 2 STA. N. 0+00 TO STA. N. 3+17.95 STA. E. 0+00 TO STA. E. 0+39.00 Q O DIAL TWOWORKING BEFORE DAYS BEFORE YOU DIG YOU DIG 800-422-4133 A PUBLIC TOLL REE SERVICE BY UNDERGROUD E VCALET SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO Y S F E TEAR0THDA E OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH DAIS STANDARDS IN EFFECT. EGL ASSOCIATES, INC 11819 GOLDRING ROAD, UNIT A ARCADIA, CA 91006 PH:626-263-3588 FAX:626-263-3599 • Prepared Under The Supervision Of : P P Date HANK JONG R.C.E. 45 463924 CITY 0 F FO NTANA, CALIFORNIA SEWER IMPROVEMENT PLAN DRAWN BY: GB TRACT NO. 16898 CATAW AVENUE BLOCK Ste: As Noted DESIGNED BY. GB DAA' CHECKED BY'.... APP ED B DRAWING NO .. 1 2REV. REVISION DESCRIPTION DATE ENGR. CITY CI ENGINEER ZDATE. 8" 010 1 8" 010 0 AN 12 1 10 L AND 012 10 5 R H G E ILE CIVIL AFOC AINROF R T S TA S I 45846 P R S SOFE LGN-I J N N O E OIN L A A G E N I NSI EG ET ER H KNA D R H G E ILE CIVIL AFOC AINROF R T S TA S I 45846 P R S SOFE LGN-I J N N O E OIN L A A G E N I NSI EG ET ER H KNA D THESE PLANS ARE SAME AS THE PREVIOUSLEY APPROVED ONES, THE ONLY CHANGES WERE THE CITY STANDARD DRAWING NUMBERS TO MATCH THE RECENT UPDATES. 02/18/2022- REVISED TO REFLECT CURRENT CITY OF FONTANA SPECS 02/18/2022 H.J.1 Shareef Awad 998 S. Teakwood Ave Bloomington CA 92316 (909) 519-1355 DRAWN BY: GB DESIGNED BY. GB UjCHECKEDBY'.... APP ED BY CI ENGINEER RICARDO SANDOVAL R.C.E. 51.1 ZDATE. 58463924 DRAWN BY: GB TRACT NO. 16898 CATAW AVENUE T BLOCK 017 DESIGNED BY. GB CHECKED BY'.... APP ED BY CI ENGINEER RICARDO SANDOVAL R.C.E. 51.1 ZDATE. 1 1 KNT 5/22 Ah ar I UTr ZHU, NGTH V.C.P R LATERAL DWG. NO. X. A. C. PA I CL S)rwo WORKING DAYS BEFORE YOU DIG 1-800-422-4133 BY UNDERGROUND SERVICE ALERT IK ra" r.N m- L RJ -r. 2w q. 131M 1 ' n on N nec 4 BY: TRACT N0. 16898 9 CATAWBA AVENUE JED BY: A. N. 0+ TO STA. N. 3+17.95 B A. STA. E. 0+39.00 KED BY: PROD BYr 00 0+ 00A. E. 0 AN 12 1 10 L AND 012 10 5 1 8" 010 1 8" 010 R H G E ILE CIVIL AFOC AINROF R T S TA S I 45846 P R S SOFE LGN-I J N N O E OIN L A A G E N I NSI EG ET ER H KNA D THESE PLANS ARE SAME AS THE PREVIOUSLEY APPROVED ONES, THE ONLY CHANGES WERE THE CITY STANDARD DRAWING NUMBERS TO MATCH THE RECENT UPDATES. R H G E ILE CIVIL AFOC AINROF R T S TA S I 45846 P R S SOFE LGN-I J N N O E OIN L A A G E N I N SI EG ET ER H KNA D H.J.1 4 BY: TRACT N0. 16898 9 CATAWBA AVENUE JED BY: A. N. 0+ TO STA. N. 3+17.95 B A. P.10)40STA. E. 0+39.00 KED BY: PROD BYr le.ir _ 02/18/2022- REVISED TO REFLECT CURRENT CITY OF FONTANA SPECS 02/18/2022 1 1 KNT 5/22