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Home My WebLink About4622-1GENERAL 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 ("GREEN GOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 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. 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, 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 OR 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 INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. 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 UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRITE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES. AND TO EXERCISE PROPER PRECAUTION TO AVOID. DAMAGE THERE TO... 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. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER ORLICENSED 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 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT. 18. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE .DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES -ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL. NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO -REVISION ANIS APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. STREET IMPROVEMENT PLANS UTILITY CONTACTS: ELECTRIC SOUTHERN CALIFORNIA EDISON 501 SOUTH MARENGO AVENUE BLDG. 'E' ALHAM BRA, CA 91802 626-308-6313 ATTN. ORLANDO OLIVAS GAS THE GAS COMPANY 1918 WEST LUGONIA AVENUE REDLANDS, CA 92374 909-335-7715 ATTN: DENNIS WARE, PLANNER SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 909-350-6632 WATER 'FONTANA WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91733. 626-448-6183 ATTN: LUIS MONTENEGRO LEGAL DESCRIPTION: TELEPHONE TRACT 17483 PACIFIC BELL 3939 EAST CORONADO STREET ANAHEIM, CA 92807 714-666-5401 ATTN: SUSAN MORGAN WATER - SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE - -- - EL MONTE, CA 91733 626-448-6183 ATTN: LUIS MONTENEGRO CABLE TV TIME WARNER TELECOM 3281 EAST GUASTI ROAD SUITE 350 ONTARIO, CA 91761 909-456-3652 ATTN: DAVID MILLER THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN BERNARDINO, CITY OF FONTANA, DESCRIBED AS FOLLOWS: THE EAST 2.39 ACRES OF THE SOUTH 4.57 OF LOT(S) 1, BLOCK 3 OF TRACT NO. 2103, MERILL AVENUE SUBDIVISION NO. 1, IN THE CITY OF FONTANA, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 31 PAGE(S) 1 AND 2, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. EG THAT PORTION CONVEYED TO THE CITY OF FONTANA SHOWN IN DEED RECORDED MARCH 15, 2007" AS INSTRUMENT 07-163030 OF OFFICIAL RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS"CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 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 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Wi l"H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXIST R/W I'L. I 92.0' PAMCCEL ITP t0960 PRI/ to / ° t 111nDel BRAD JV/'LL. 1 -TV UNAUTHORIZED CHANGES AND USES: CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT 'BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. Al n"r C.0 11. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF. ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WLL BE REQUIRED TO 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 BE MADE TO APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 12.0' _ 34.0' -L 34.0' _ 12.0' f 5.0' 6.5' SIDE PARK WALK WAY 0.5' _2 40' 80' 120' SCALE: 1 "=40' SOURCE OF TOPOGRAPHY: BEING NORTH 00` 18'34" EST. GRIND 0.1' DEEP AND OVERLAY (MIN. 0.10') FOR 5' WIDE SECTION (UNLESS , i OTHERWISE NOTED) 2 MIN SAWCUT EXISTING AC PAVEMENf EXISTING AC. AND REMOVE ,- EXISTING A.B�i. GRIND AND OVERLAY DETAIL N.T.S. TOPOGRAPHIC SURVEY WAS 'PERFORMED jll , ON FEBRUARY 29 2008. USING THE j BASIS OF BEARING FOR THIS SURVEY IS 1 THE CENTERLINE OF CITRUS AVE AS ARROW HWY SHOWN ON PARCEL MAP No.10506, FILE f IN BOOK 31, PAGE 1 AND 2 OF MAPS, j! RECORDS OF SAN BERNARDINO COUNTY. O2 BEING NORTH 000 1 8'34"EST. LEGEND: BATS OF BEARINGS: SF THE BASIS OF BEARINGS FOR THIS SURVEY i ' 1 IS THE 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. GRIND 0.1' DEEP AND OVERLAY (MIN. 0.10') FOR 5' WIDE SECTION (UNLESS , i OTHERWISE NOTED) 2 MIN SAWCUT EXISTING AC PAVEMENf EXISTING AC. AND REMOVE ,- EXISTING A.B�i. GRIND AND OVERLAY DETAIL N.T.S. EXIST EXIST EXIST R/W R/W R/W R/W 1 R I 64.0' 1 I - - 4 6.5' 5.0' EXIST AC I EXIST AC PARK SIDE PAVING PAVING WAY WALK _ FL0% FL o 0.5' TYP (} (2.07 2%) TYP CITRUS AVE (PER CITY OF FONTANA STANDARD No. 400) N.T.S. 32.0' 20..0' 12.0' 30.0' CONSTRUCTION NOTES Lu QUANTITY O . . . . FS bi Q . . . . FG ARROW HWY 0 SAW CUT EXISTING AC PAVEMENT . . . . A.B. 770.00 SF O2 REMOVE EXISTING AC PAVEMENT LEGEND: 3305.00 SF O3 CONSTRUCT 6" CURB AND GUTTER PER STD. 1000 540.00 FL O4 CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. 1002 (SEE DRIVEWAY CHART FOR WIDTH) 1540.00 SF O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. 1003 520.00 SF O CONSTRUCT SIDEWALK PER STD. 1006 (S=5') 2358 SF O7 CONSTRUCT CONCRETE SCUPPER PER DETAILS ON SHEEN 2 1 EA OS INSTALL STREET NAME SIGN WITH STOP SIGN PER STD. 4003 1 EA O9 PLACE 4" AC MIN. PAVEMENT OVER 12" MIN. COMPACTED NATIVE (95% COMPACTED) 109.53 SF 10 CONSTRUCT CROSS GUTTER PER STD. 403 (WIDTH = 8') 755.00 SF 11 GRIND 1" EXISTING AC PAVEMENT TO CENTERLINE AND OVERLAY 4075.00 SF EXIST EXIST EXIST R/W R/W R/W R/W 1 R I 64.0' 1 I - - 4 6.5' 5.0' EXIST AC I EXIST AC PARK SIDE PAVING PAVING WAY WALK _ FL0% FL o 0.5' TYP (} (2.07 2%) TYP CITRUS AVE (PER CITY OF FONTANA STANDARD No. 400) N.T.S. 32.0' 20..0' 12.0' 30.0' VICINITY MAP N.T.S. THOMAS BROS. MAPS 2007 EDITION COORDINATES PAGE 604 Al OWNER/DEVELOPMENT: CALIFORNIA DEVELOPMENT HOMES LLC 8185 BANANA AVENUE FONTANA, CA 92335 PHONE: (562) 773-2431 SITE ADDRESS: 16079 CERES AVE FONTANA, CA 92335 ABBREVIATIONS: TOP OF CURB ELEVATION . . . . . Li Lu . . . . FL FINISHED SURFACE ELEVATION . . . . . . . FS bi Q . . . . FG ARROW HWY Q AGGREGATE BASE. . . . _ . . . . . . . . A.B. EDGE OF PAVEMENT. . . . . . . . . . . . EOP RIGHT OF WAY . . . . . . . . . . . . . . . R/W LEGEND: cn w � w SITE w w PROJEC AVE z CERES MERRILL AVE PJ I— Q Q U) Lu APS ATHOL ST w w w > 0- Q �� < o z o RAN DALL Q AVEU D VICINITY MAP N.T.S. THOMAS BROS. MAPS 2007 EDITION COORDINATES PAGE 604 Al OWNER/DEVELOPMENT: CALIFORNIA DEVELOPMENT HOMES LLC 8185 BANANA AVENUE FONTANA, CA 92335 PHONE: (562) 773-2431 SITE ADDRESS: 16079 CERES AVE FONTANA, CA 92335 ABBREVIATIONS: TOP OF CURB ELEVATION . . . . . . . . . TC FLOW LINE ELEVATION . . . . . . . . . . . FL FINISHED SURFACE ELEVATION . . . . . . . FS FINISHED GRADE ELEVATION . . . . . . . . FG ASPHALT CONCRETE . . . . . . . . . . . . AC AGGREGATE BASE. . . . _ . . . . . . . . A.B. EDGE OF PAVEMENT. . . . . . . . . . . . EOP RIGHT OF WAY . . . . . . . . . . . . . . . R/W LEGEND: CONTOUR (EXISTING) A.C. PAVEMENT PROPERTY LINE CENTERLINE NEW CURB AND GUTTER NEW CONCRETE SIDEWALK • NEW CONCRETE DRIVEWAY - NEW STREET LIGHT NEW FIRE HYDRANT EXISTING CURB & GUTTER - - - - - --- -- - EXISTING UTILITIES EXISTING STREET LIGHT EXISTING FIRE HYDRANT SHEET INDEX: SHEET NO. DESCRIPTION 1 INDEX PLAN 2-3 STREET IMPROVEMENT PLANS 4 STORM DRAIN EASEMENT 30.0' R/W T_ ±21.5' f 10.5' t 10.5' f 9.5' 6.5' S. 0' ll EXIST AC PROP. AC PARK' SIDE 1 5.0' 6.5' 18.0' 18.0' 6.5' 5.0' ' PAVING PAVING WAY WALK SIDE PARK PARK SIDEWALK WAY I WAY WALK 2:1 AX VARIES P.ER FL 0.5' 10.5' (2.0%) SEE SHEET 2 TYP s 2% 0�.5' 7,11 2% 0 G 2:1 MAX CERES AVE LYDIA COURT (PER CITY OF FONTANA STANDARD No. 400) (PER CITY OF FONTANA STANDARD No. 400) TI=5.5 TI -5.5 (STA 6+55.28 TO STA 9+32.61) (STA 3+29 TO STA 5+00.00) N.T.S. N.T.S.