Loading...
HomeMy WebLinkAbout3178-1PROS VICINITY MAP Q� Qtr, ABBREVIATIONS: AC ............ ARROW ROUTE CBW .......... Conc. Block Wall CLF ........... FONTANA a Edison Pole EX . ............ MERRIL AVE FL ............. Flow Line Elevation SMH .......... Q S/W .......... CT SITE TC ............. w STD . ............. Standard IL . ............. Property Line R . ............. Radius T . ............. RANDALL AVE L . ............. Length BC ............. ' EC ............. P Q Begun of the Curb Return ECR ............. End of the Curb Return BDRY ............. Cie BLDG ............. F ¢ SAN BERNARDINO AVE ............. Center Line N.T.S. ............. Not To Scale D/A.............. Driveway Approach WORKS CONSTRUCTION TABLE VICINITY MAP Q� Qtr, ABBREVIATIONS: AC ............ Asphalt Concrete CBW .......... Conc. Block Wall CLF ........... Chain Linked Fence EP ............. Edison Pole EX . ............ Existing FL ............. Flow Line Elevation SMH .......... Sewer Manhole S/W .......... Sidewalk TC ............. Top of Curb Elevation STD . ............. Standard IL . ............. Property Line R . ............. Radius T . ............. Tangent L . ............. Length BC ............. Begun of the Curb EC ............. End of the Curb BCR ............. Begun of the Curb Return ECR ............. End of the Curb Return BDRY ............. Boundary BLDG ............. Building DWG . ............. Drawing ST . ............. Street ............. Center Line N.T.S. ............. Not To Scale D/A.............. Driveway Approach CITY OF FONTANA S ER IMIDROVEMENT PLANS CITY OF FONTANA EW GENERAL NOTES FOR SEWER IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD BLIC WORKS CONSTRUCTION "GREEN BOOK" . ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION 16027 1 NS FOR PUTRA C T NoSPECIFICATIONS ) UNLESS OTHERWISE NOTED. LEGEND: (100.10) ..... Existing Elevation ---(99)-.-. Ex. Ground Contour Line --X--X -. Chain Link Fence ...... Ex. Structure ............ Street Light G......... Ex. Tree, Diameter STORMWATER POLLUTION CONTROL REQUIREMENTS FOR SEWER CONSTRUCTION 1. Eroded sediments and other pollutants must be retained on site and may not be transported from the site REVISED STANDARD PLANS ON FILE IN OFFICE OF THE FOLLOWING via sheet flow, swales, area drains, natural drainage courses, or wind. 2. Stockpiles of earth and other construction related materials must be protected from being transported from 100 the site by the forces of wind or water. 3. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listing and are not STD. to contaminate the soil and surface waters. All approved storage containers are to be protected from the NO. weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be QUANTITY washed into the drainage system. 4. Excess or waste concrete may not be washed into the public way or any other drainage system. 204-0 Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. 5. Trash and construction -related solid wastes must be deposited into a covered receptacle to prevent NO. contamination of rainwater and dispersal by wind. 6. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction STD. entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way. 222-0 Accidental depositions must be swept up immediately and may not be washed down by rain or other 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY means. ENGINEER. 7. Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by WORKS CONSTRUCTION TABLE wind and water. CA001 - DEWATERING OPERATIONS ESC10 - SEEDING AND PLANTING LESS THAN 10' DEEP 10' OR DEEPER CA002 - PAVING OPERATIONS ESC11 - MULCHING SEWER MANHOLE PER CITY STND. 112. CA003 - STRUCTURE CONSTRUCTION AND PAINTING ESC20 - GEOTEXTILES AND MATS H NGC 0 R.C.E. NO.047118 Date CA010 - MATERIAL DELIVERY AND STORAGE ESC21 - DUST CONTROLS CA020 - SOLID WASTE MANAGEMENT ESC22 - TEMPORARY STREAM CROSSING CA021 - HAZARDOUS WASTE MANAGEMENT ESC23 - CONSTRUCTION ROAD STABILIZATION CA023 - CONCRETE WASTE MANAGEMENT ESC24 - STABILIZED CONSTRUCTION ENTRANCE CA024 - SANITARY/SEPTIC WASTE MANAGEMENT ESC54 - STORM DRAIN INLET PROTECTION CA030 - VEHICLE AND EQUIPMENT CLEANING 8" V.C.P. SEWER EXTRA STRENGTH CA031 - VEHICLE AND EQUIPMENT FUELING CA032 - VEHICLE AND EQUIPMENT MAINTENANCE ESCO1 - SCHEDULING ESCO2 - PRESERVATION OF EXISTING VEGETATION STANDARD PLANS: 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE if RA �T O 5 1 PROVISIONS IN THE GREEN 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. M (� (� �j 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. N COORDINATION 1 `��'� 2 P. IJVIJ o I1V OO o 113 luJ P. IJVII n D o U OO ��lJ RIGHT-OF-WAY WITHIN CITY LIMITSTCOALL (909) 350-7610.SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC - 5. THE CONTRACTOR SHALL CONFORM TO ALL TRACFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA t i MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS PTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. Ii 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 5 6 7 8 LOT B' ' 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 47 D �7 O 9 8.ATHE WALLS AND ACES OF ALLIFORNIA STATE DIVISION OF LVEXCAVA ONSFGREATER 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 SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS 3 - 5+40.85 THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. sod 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPERATE PERMIT FOR THAT PURPOSE. I 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE i CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO I 2 ! AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE Z: ; ( EXCAVATION. W j i t 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, 10 CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 1 : CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR RO 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 APPROPIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14+36.97 MK 01 0+0.00 I ' _���__ LOT 'A' 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. ON DIANTHUS COURT ET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN LOT 792 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE S i 1+98.50 GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING i i MR CONSTRUCTION. LOT SEW -TR p C� LAND AMID 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ��(]n (� �(�jj �Y% ENGINEER. ' VV � IuJOO (1V1111 Ln1N IJ s V D � 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE i 12 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION t D M 0 MA p o o� SHALL BE REPLACED. THE COMTRACTOR SHALL NOTIFY THE ENGINEER ONE-WEEK PRIOR TO 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 MONUMENT. 4' 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. LOT 'A' i 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 PROPOERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. F � U ; 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. INDEX MAP i 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, 10+71.10 ; N.T.S. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. EX.M.H. NO.19 RANDALL AVENUE ' 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISITNG CONCRETE. QQ�a�E ALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY NOT MORE i i THE FOLLOWING LATEST REVISED STANDARD PLANS ON FILE IN OFFICE OF THE FOLLOWING CONSTRUCTION NOTES. DEPARTMENT SHALL APPLY IN THE CONSTRUCTION OF THIS PROJECT 1 EA. 100 AMERICAN PUBLIC WORKS ASOCIATION -SOUTHERN CALIFORNIA CHARPTER 3/8" © TRENCH REPAIR PER CITY STD.131. STD. DWG. NO. 200-0 PRECAST CONCRETE SEWER MANHOLE. QUANTITY UNIT STD. DWG. NO. 204-0 TERMINAL CLEANOUT STRUCTURE. O5 SAWCUT, REMOVE & REPLACE A.C. STD. DWG. NO. 210-1 24" MANHOLE FRAME AND COVER LOCKING TYPE. GRADE. TRENCH REPAIR PER CITY STD. 131. STD. DWG. NO. 222-0 HOUSE CONNECTION - " T ° BEDDING 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY u-ul�u=r ul�n III 1/2 CRUSHED STONE Ali - �I II I_Ik II�III 1-1- " MW ENGINEER. I PER STD. SPECS. FOR PUBLIC' CHECKED BY:APP VE ?'! DRAWING N0.ryA- TOM H. CAO � 3178 CITY ENGI ER .C.E. 51152 DATE: WORKS CONSTRUCTION TABLE BASIS OF BEARINGS: BENCH MARK: ® CONNECT TO EX. SEWER MAIN. TYPICAL BEDDING FOR 8" VCP TYPICAL BEDDING FOR 8" VCP THE BEARINGS SHOWN HEREON ARE BASED ON THE SAN BERNARDINO COUNTY BENCH MARK 700-15. A BRASS LESS THAN 10' DEEP 10' OR DEEPER CENTERLINE OF CATAWBA AVENUE, SHOWN AS N 0' DISK SET IN CONCRETE POST AT CATAWBA AVE & AT&SF RR, 13' EAST OF CATAWBA, 49' SOUTH RAIL OF MAIN LINE O3 SEWER MANHOLE PER CITY STND. 112. 94-96, RECORDS OF SAN BERNARDINO COUNTY. ELEV. 1225.801 (12/28/1976) H NGC 0 R.C.E. NO.047118 Date O2 4" V.C.P. SEWER HOUSE LATERAL PER CALIFORNIA CITY STND. 125. 10 8" V.C.P. SEWER EXTRA STRENGTH 6 TRENCH REPAIR PER CITY STD.131. 5 SAWCUT, REMOVE & REPLACE A.C. 4 CONNECT TO EX. SEWER MAIN. 3 SEWER MANHOLE 2 4" V.C.P. SEWER HOUSE LATERAL 8" V.C.P. SEWER No. DESCRIPTION ESTIMA TE OF QU, TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TABLE: 200-1.2 260 S.F. PERCENTAGE PASSING SIEVES 260 S.F. 6"-10" 6"-10" 1 EA. 100 4 EA. 3/8" 537.5 L.F. 0-15 529 L.F. ASTM C 131 TEST GRADING QUANTITY UNIT TIES NATIVE SOIL BEDDING COMPACTED BEDDING COMPACTED TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES SOIL COMPACTED 95% - -- - - - 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASMENTS 6"-10" 6"-10" EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 37T" 100 142" 90-100 3/8" 20-60 NO.4 0-15 N0.8 0-5 ASTM C 131 TEST GRADING B 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SH , 0 THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. rn 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPEN (V.C.P.) EXTRA STRENGTH CLASS AND LU SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 3" MAX SIZE NATIVE 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. SOIL COMPACTED 95% t3 C t11 O4� 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. w =11 ANA 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 2°k MINIMUM GRADES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 3" MAX SIZE NATIVE ENGR. SOIL COMPACTED 95% - -- - - - 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASMENTS 6"-10" 6"-10" EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. CITY OF FONT , 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. I�� I l�lil_l�li 6" MAX SIZE 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND - r . n IIIIu NATIVE SOIL ALL AFFECTED AGENCIES IMMEDIATELY. Q RECORD DRAWINGS - -- - COMPACTED 90% 1" MAX. SIZE 1" MAX. SIZE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6" MAX. SIZE SELECTED NATIVE SELECTED NATIVE NATIVE SOIL BEDDING COMPACTED BEDDING COMPACTED 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. COMPACTED 90% TO 90% TO 90% 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. z z 36. THE PAVING CONTRACTOR UPON COMPLETION OF PAVING SHALL RAISE ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES TO FINISHED N N GRADE. Lj p 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES � E O O TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 8" VCP 8" VCP - " T ° BEDDING 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY u-ul�u=r ul�n III 1/2 CRUSHED STONE Ali - �I II I_Ik II�III 1-1- " MW ENGINEER. I PER STD. SPECS. FOR PUBLIC' CHECKED BY:APP VE ?'! DRAWING N0.ryA- TOM H. CAO � 3178 CITY ENGI ER .C.E. 51152 DATE: WORKS CONSTRUCTION TABLE BASIS OF BEARINGS: BENCH MARK: 200 1.2 [A] SHOWN TYPICAL BEDDING FOR 8" VCP TYPICAL BEDDING FOR 8" VCP THE BEARINGS SHOWN HEREON ARE BASED ON THE SAN BERNARDINO COUNTY BENCH MARK 700-15. A BRASS LESS THAN 10' DEEP 10' OR DEEPER CENTERLINE OF CATAWBA AVENUE, SHOWN AS N 0' DISK SET IN CONCRETE POST AT CATAWBA AVE & AT&SF RR, 13' EAST OF CATAWBA, 49' SOUTH RAIL OF MAIN LINE N.T.S. N.T.S. 15' 10" E ON TRACT NO. 11151, M.B. 164/ TRACT 10' NORTH OF NORTH ROW OF EUCAL YPTUS TREES 94-96, RECORDS OF SAN BERNARDINO COUNTY. ELEV. 1225.801 (12/28/1976) H NGC 0 R.C.E. NO.047118 Date CALIFORNIA REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE 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 CONDITIONS AND STANDARDS IN EFFECT._ TRITECH ASSOCIATES INC. SUBDIVISION SURVEY ENGINEERING DESIGN 135 N. SAN GABRIEL BLVD. SAN GABRIEL, CA 91775 TEL: (626) 570-1918 l os 117 ) CITY OF FONT , Q RECORD DRAWINGS DRAWN BY: MIKE G. MIAO COVER PAGE TRACT NO. 96027 SEWER 014PROVEMENT PLAN sCALE: DATE: , 4/19-02 CHECKED BY:APP VE ?'! DRAWING N0.ryA- TOM H. CAO � 3178 CITY ENGI ER .C.E. 51152 DATE: i"I Al RECORD DRAWINGS 11/05/0 H NGC 0 R.C.E. NO.047118 Date