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Home My WebLink About4623-1GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTua PROVISIONS AND THE STANDARD SPECIFICATIONS FOR LEAST 0 WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. vv QUANTITY BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. CALL (909) 350-7610. GAS WATER MONTE, CA 91733 9. THE GAS COMPANY SAN GABRIEL VALLEY WATER COMPANY 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN 1918 WEST LUGONIA AVENUE 11142 GARVEY AVENUE THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL EL MONTE, CA 91733 ,g , EA DIRECTED BY THE CITY TRAFFIC ENGINEER. 909-335-7715 626-448-6183 �- PROJEC SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ATTN: DENNIS WARE, PLANNER ATTN: LUIS MONTENEGRO _ 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, 6 d REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. CONTROL DEVICES. AT ALL TIMES.. SEWER CABLE TV 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 UTILITY CONTACTS TELEPHONE ELECTRIC WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CITY OF FONTANA ;? w Q 7 CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. SOUTHERN CALIFORNIA EDISON PACIFIC BELL 3281 EAST GUASTI ROAD WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. FONTANA, CA 92335 - I, 501 SOUTH MARENGO AVENUE 3939 EAST CORONADO STREET 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. BLDG. 'E' ANAHEIM, CA 92807 ALHAMBRA, CA 91802 714-666-5401 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 626-308-6313 ATTN: SUSAN MORGAN ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT ATTN. ORLANDO OLIVAS BENCHMARK 8 PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE AND MERRILL AVENUE BENCH MARK NO. 8 (9/67) ELEV. 1213.20 4 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LEAST 0 WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. FONTANA WATER COMPANY QUANTITY BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. CALL (909) 350-7610. GAS WATER MONTE, CA 91733 9. THE GAS COMPANY SAN GABRIEL VALLEY WATER COMPANY 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN 1918 WEST LUGONIA AVENUE 11142 GARVEY AVENUE THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE REDLANDS, CA 92374 EL MONTE, CA 91733 ,g , EA DIRECTED BY THE CITY TRAFFIC ENGINEER. 909-335-7715 626-448-6183 �- PROJEC SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ATTN: DENNIS WARE, PLANNER ATTN: LUIS MONTENEGRO _ 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, 6 d GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED CONTROL DEVICES. AT ALL TIMES.. SEWER CABLE TV 3 OF TRACT NO. 2103, MERILL AVENUE SUBDIVISION NO. 1, IN WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CITY OF FONTANA TIME WARNER TELECOM w Q 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR 8353 SIERRA AVENUE 3281 EAST GUASTI ROAD WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. FONTANA, CA 92335 SUITE 350 8 909-350-6632 ONTARIO, CA 91761 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO 909-456-3652 SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE WATER ATTN: DAVID MILLER I BENCHMARK 8 PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE AND MERRILL AVENUE BENCH MARK NO. 8 (9/67) ELEV. 1213.20 4 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO FONTANA WATER COMPANY QUANTITY BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. 11142 GARVEY AVENUEEL CONSTRUCT MANHOLE PER STD. 2000 AND STD. 2001 4 MONTE, CA 91733 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE 626-448-6183 N PERMIT FOR THAT PURPOSE. ATTN: LUIS MONTENEGRO 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE LEGAL DESCRIPTION: CONSTRUCT SEWER MANHOLE COVER AT MEDIAN PER DETAIL ON SHEET 1 THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ,g , EA O ANY EXISTING UTILITIES. AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE CONTRACTOR THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF PROJEC SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. CALIFORNIA, COUNTY OF SAN BERNARDINO, CITY OF FONTANA, DESCRIBED AS FOLLOWS: 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, 6 w GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED THE EAST 2.39 ACRES OF THE SOUTH 4.57 OF LOT(S) 1, BLOCK WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO 3 OF TRACT NO. 2103, MERILL AVENUE SUBDIVISION NO. 1, IN WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. THE CITY OF FONTANA, IN THE COUNTY OF SAN BERNARDINO, j w Q STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 31 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE PAGE(S) 1 AND 2, OF MAPS, RECORDS OF SAN BERNARDINO WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. COUNTY, CALIFORNIA. 13. CURVE DATA REFERS TO THE FACE OF CURB. ETG THAT PORTION CONVEYED TO THE CITY OF FONTANA SHOWN IN DEED RECORDED MARCH 15, 2007 AS INSTRUMENT 07-163030 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. OF OFFICIAL RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO PRIVATE ENGINEER'S NOTICE CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS TO CONTRACTORS: AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PRIOR NOTIFICATION TO THE CITY ENGINEER. PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED ATHOL ST BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER ORLICENSED LAND SURVEYOR. SURVEY ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND Q CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. J BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT. RANDAL AVEO cO\ ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR �- C FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE I PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL WATERING, AT ALL TIMES. SAFETY AND HEALTH REGULATIONS" OF THE U.S. ] DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE. DEPOSITED ONTO wCK 0X PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR APPROVAL. THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE i j "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETYORDERS". FACE PLAT SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. i 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE OR LEAVING IMPROVEMENTS, COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY I OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 5. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY COVER AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY 7. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. LATERAL. 8. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND UNAUTHORIZED CHANGES AND USES: APPROVED. CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT BE 9. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 0. APPROVED SOIL STERILANT IS. REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. NOTES: 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 2. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL COMPLETION OF ROUGH GRADING. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 3. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION PAVING CONTRACTOR UPON COMPLETION OF PAVING. CONTRACTOR WLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 4. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO .APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL 5. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 6.' AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF RECORD DRAWINGS TO THE CITY ENGINEER. DESIGN PROFESSIONAL BENCHMARK 8 PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE AND MERRILL AVENUE BENCH MARK NO. 8 (9/67) ELEV. 1213.20 4 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET INDEX: SHEET N0. 1 DESCRIPTION CERES_AVENUE 11 WP: l�aL I U6 JU6Z 5J 4 I PKMCEL bill° P 110g(g0O PKI8 tna/CJD INDEX MAP SCALE:- 1 "=40' 1 INDEX PLAN. 2 SEWER IMPROVEMENT PLAN. z)c"LK LHJLMtIVI I �� I 'I 3 II I NI I -15' PUBLIC STORM f I IIII DRAIN EASEMENT II �I III; 1I I' j SNI NI REMOVABLE CURB FACE PLATE FOR 6" CURB FACI CURB FACE SLOPE CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES wLij Q DESCRIPTION QUANTITY 0 U1 CONSTRUCT MANHOLE PER STD. 2000 AND STD. 2001 4 EA O2 CONSTRUCT SEWER LATERAL PER STD. 2005 248 N u INSTALL 8" VCP EXTRA STRENGTH SEWER PIPE 7 a° 44 CONSTRUCT SEWER MANHOLE COVER AT MEDIAN PER DETAIL ON SHEET 1 1 ,g , EA O INSTALL 8" DUCTILE IRON SEWER PIPE Q PROJEC v �aI Qg 6 w I AVE SHEET INDEX: SHEET N0. 1 DESCRIPTION CERES_AVENUE 11 WP: l�aL I U6 JU6Z 5J 4 I PKMCEL bill° P 110g(g0O PKI8 tna/CJD INDEX MAP SCALE:- 1 "=40' 1 INDEX PLAN. 2 SEWER IMPROVEMENT PLAN. z)c"LK LHJLMtIVI I �� I 'I 3 II I NI I -15' PUBLIC STORM f I IIII DRAIN EASEMENT II �I III; 1I I' j SNI NI REMOVABLE CURB FACE PLATE FOR 6" CURB FACI CURB FACE SLOPE CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES wLij Q DESCRIPTION QUANTITY UNIT U1 CONSTRUCT MANHOLE PER STD. 2000 AND STD. 2001 4 EA O2 CONSTRUCT SEWER LATERAL PER STD. 2005 248 LF (�3 INSTALL 8" VCP EXTRA STRENGTH SEWER PIPE 111 LF 44 CONSTRUCT SEWER MANHOLE COVER AT MEDIAN PER DETAIL ON SHEET 1 1 ,g , EA INSTALL 8" DUCTILE IRON SEWER PIPE Q PROJEC CONTRACTOR NOTICE: NO FIELD CHANGES ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER WHERE FIELD CONDITIONS NECESSITATE A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMPTION OF CONSTRUCTION. A S - 0 I LT PeAWING ENGINEER NOTICE: NO PLAN REVISIONS ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER AFTER SIGNATURE BY THE CITY ENGINEER, ANY CHANGES, DESIGN REVISIONS OR 'AS -BUILT' REVISIONS TO THIS PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER PRIOR TO ANY MODIFICATIONS OF ORIGINALS. U AS -BUILT VRA3oJI IG 303 yne fzqf*, 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 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. I4P EN6IWe5giwG, INS - 14&E, CI 9STVIeW IMP RGOLAMPS , CA. 9 L374 901 791-0091 NENFY C- FOVU14 RCE S7017 t UV- &1;41+ 0' 40' 80' 120' SCALE: 1 "=40' ARROW HWY wLij Q Q> CURB FACE NEW FIRE HYDRANT Q CURB DIMENSION SHALL MANHOLE w MATCH EXISTING MEDIAN NEW SEWER PIPE � w SITE ? Q - --µ - EXISTING FIRE HYDRANT m Q PROJEC v MERRILL AVE w AVE CERES j w Q Q � > w L_ N � ATHOL ST w (n w l \�P� O F �_wC_ cZQU Q w J RANDAL AVEO cO\ m L �- C 7) z O I / � 1 _L_ ] u VICINITY MAP OWNER/DEVELOPMENT: N.T.S. CALIFORNIA DEVELOPMENT HOMES LLC THOMAS BROS. MAPS 2007 EDITION 81$5 BANANA AVENUE FONTANA, CA 92335 COORDINATES PAGE 604 Al PHONE: (562) 773-2431 SITE ADDRESS: SOURCE OF TOPOGRAPHY 16079 CERES AVE TOPOGRAPHIC SURVEY WAS PERFORMED ON FONTANA, CA 92335 FEBRUARY 29 2008. USING THE BASIS OF FORSURVEY IS THE ABBREVIATIONS CI RUISGIS AVE AS HSHOWN ON PARCEL MAPERLINE OF No.10506, FILE IN BOOK 31, PAGE 1 AND 2 OF EDGE OF PAVEMENT EOP MAPS, RECORDS OF SAN BERNARDINO COUNTY. FINISHED GROUND FG BEING NORTHOO' 18'34"EST. PAD ELEVATION PE BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE RIGHT OF WAY R/W CENTERLINE OF CITRUS AVE AS SHOWN ON PARCEL MAP No.10506, FILE IN BOOK 31, PAGE 1 AND 2 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. BEING NORTH 00'18'34"EST. LEGEND PROPERTY LINE CENTER LINE I E NEW STREET LIGHT CURB FACE NEW FIRE HYDRANT CLEAN-OUT CURB DIMENSION SHALL MANHOLE WATER SERVICE MATCH EXISTING MEDIAN NEW SEWER PIPE EXISTING CURB & CURB EXCEPT THE GUTTER ? EXISTING UTILITIES - --µ - EXISTING FIRE HYDRANT EXISTING STREET LIGHT COVER INSTALL %" THREADED ANCHORS AT EACH CORNER EXISTING CURB FACE-� ALHAMBRA FOUNDRY DRAWING NO. B-40 (8" C.F.), MODIFIED TO BECONSTRUCTION SPECIAL CURB 6'° C. F. COVER FROM Y4" STEEL DIAMOND PLATE SIZE TO BE -� REMOVABLE 48"x24" CURBFACE PLAT 6" THICK CONCRETE PAVEMENT WITHIN CURB COVER AROUND MANHOLE / I REMOVABLE CURBFACE PLATE-`�' I ` I t (n � I N e e I LLI It 00 COVER 6� CURB ABC E PATE I EXISTING ? I E CURB FACE ? CURB DIMENSION SHALL MATCH EXISTING MEDIAN CURB EXCEPT THE ? RECESS FOR THE CURB COVER w C° z z L_ N �LJuja c O F �_wC_ cZQU �t Ld m L Lu L, ML _j-Jz,_ co 0 <c F- 0mo� wCK 0X 01-UUL.L It i j I ! EMOVABLE ` I FACE PLAT I 24" ? CURB DIMENSION SHALL MATCH EXISTING MEDIAN 16" CURB EXCEPT THE I I ! RECESS FOR THE CURB t COVER DETAIL FOR MANHOLE COVER AT STREET MEDIAN FESS/pN O q DRAWN BY: = No. C 66015 0 p o o p o e p R.D.M. EXP. 6/30/10 * DESIGNED BY: CIVIL ENGINEERING DIVISION � 1947 E. STREET, SAN BERNARDINO, CA, 92405 R; D.M. -S/ C I V ` TEL: (909) 881-6542 • FAX: (909) 881-6400 TF OF- CA\-\FCTOR M. MORENO R.C.E. CHECKED BY: NO. C 66015 EXP. 06/30/10 DATE: f-'1 H.M. CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN z O I- 0 ZD Ld J m 0o Z U � CURB TRACT 17483 SCALE: AS SHOWN TITLE SHEET DATE: APPROVED Fill-_ :ice 7/28/08 DRAWING NO.: J' R.C.E. 51152 DATE: 4623 IY2