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Home My WebLink About5093-117, 2014 AEUSER2 e 0 a 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 ("GREEN BOOK"). 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 FOR GROUND MOVEMENT EXISTS. 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 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. 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT 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 CONSTRUCTION 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-ERODABLE 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 "5" 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 AND 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. CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA 8353 SIERRA AVE FONTANA, CA 92335 (909) 350-6632 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES: (800) 427-2200 SO. CALIF. EDISON COMPANY 300 N. PEPPER AVE RIALTO, CA 92376 909 820-5598 - UNDERGROUND 909 875-5100 - TRANSMISSION 213 637-1233 - PIPELINES 909 357-6505 - DISTRIBUTION UNDERGROUND SERVICE ALERT (800) 422-4133 WEST VALLEY WATER DISTRICT ATTN: ENGINEERING DEPARTMENT 855 W. BASELINE ROAD RIALTO, CA. 92376 (909) 875-1804 SOLS ENGINEER GEOSOILS 26590 MADISON AVENUE MURRIETA, CALIFORNIA 92562 PHONE NO. (951) 667-9651 AT&T 22311 BROOKHURST ST SUITE 203 HUNTINGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DR IRVINE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DR ONTARIO, CA 91761 (909) 975-3439 CITY OF FONTANA TRACT NO. 17165 STREET IMPROVEMENT PLANS • 100 CASA GRANDE AVE JUE • ROSA LINDA LANE ,14 SUNESYS, LLC 1325 PICO ST #106 CORONA, CA 92881 (951) 278-0400 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ATT: DAVE JOHNSON 1402 N. VOSBURG DRIVE P.O. BOX 1299 AZUSA, CA. 91720 (626) 969-7911 METROPOLITAN WATER DISTRICT DANIEL FLORES 700 NORTH ALAMEDA LOS ANGELES, CA 90012 (909) 392-5137 DEVELOPER LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 PHONE NO. (951) 817-3545 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. za. 1 2 TRACT 11 17165 BOUND • • NOTE: CONTACT DANIEL FLORES AT METROPOLITAIN DISTRICT AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO STARTING ANY WORK IN THE VICINITY OF THEIR FACILITIES AND RIGHT-OF-WAY. • • INDEX MAP SCALE ,'=,za NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. LEGEND: 411111111101.11111011111.111.11,111001111111, am gamma sm. ammo. --(1300}-- . °- LU.A. L.O.C. L.O.S. PROPOSED A.C. PAVEMENT A.C. SAWCUT A.C. GRINDING CENTERLINE RIGHT-OF-WAY LINE EXISTING IMPROVEMENTS EXISTING CONTOUR LINE STREET LIGHTS DIRECTION OF FLOW LIMITED USE AREA LENGTH ON CURVE LINE OF SIGHT CASA GRANDE ROAD SUMMIT AVENUE 210 FREEWAY FONTANA VICINITY MAP THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONDUCTION NOTES NTS PROJECT LOCATION ESTIMATED QUANTITIES CONSTRUCT 4" AC PAVEMENT (MIN) & 4" CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 12,162 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 5,475 4,235 TONS CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED OTHERWISE_ 60,810 18,480 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 17 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 7 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 11 16 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 14 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 2,798 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO 3003 (CASE C) 4 REMOVE STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 2 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SW. PLAN 2000 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' INSTALL 16000 LUMEN HPSV (150 WATT; #15) LUMINAIRE PER CITY STD. PLAN NO. 404 16,788 9 GRIND EXISTING PAVEMENT AND OVERLAY PER PAVEMENT JOIN DETAIL AS SHOWN ON SHEET 13 761 SAWCUT & REMOVE EXISTING AC PAVEMENT PER PAVEMENT JOIN DETAIL SHOWN ON SHEET 13 85 ADJUST WATER VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000 23 CONSTRUCT 4" AC PAVEMENT (MIN) & 8" CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL 2,809 (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT CONSTRUCT 4" AC PAVEMENT (MIN) & 6" CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE .31 & 32) PER SOILS REPORT CONSTRUCT 6" ASPHALT CONCRETE DIKE PER CITY STD. PLAN NO. 1007 INSTALL STOP BAR AND LEGEND STRIPING SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 PINE LEAF AVENUE SHEET 3 HALLOW ROOT STREET SHEET 4 STRAWBERRY WAY SHEET 5 SALT BUSH WAY SHEET 6 DAYTIME AVENUE SHEET 7 ROSA LINDA LANE SHEET 8 VAIONT WAY & REYNA LANE SHEET 9 CYPRESS AVENUE SHEET 10 CYPRESS AVENUE SHEET 11 CASA GRANDE AVENUE SHEET 12 CASA GRANDE AVENUE SHEET 13 DETAIL & CROSS SECTIONS LF SF SF SF EA EA EA EA EA LF EA EA SF EA SF SF EA TONS 383 TONS 1378 LF 7 EA 1[52AtiDIAL ITWO WORKING BEFORE #p II, /DAYS BEFORE YOU DIG �YOU DIG TOLL FREE 1- 800- 227-2600 PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. DATE CITY SHOULD CONSTRUCTION OF 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 PREPARED FOR: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BASIS OF BEARINGS: THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY, RECORDED IN BOOK 35, PAGE 9. BEING: N 89'30'06" E BENCHMARK BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION: 1428.609 Prepared By: ALLARU ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 72. nold 13. Allard, A.C.E. 79086 (expires 3/31/2016) Fax (909) 356-1795 3 2.4.1 I -- Date ESS v No. 79086 Exp. 3/31/16 s>; OF CAL' m rn CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: DESIGNED BY: CHECKED BY: AP,ROVED Filename: TITLE SHEEP T • NO. 17165 • CITY NGINEER l:\Lennar Homes - DATE: 5093 /4/ SCALE: AS NOTED DATE: March, 2014 DRAWING NO.: R.C.E. 51152 13 13703\ Tract 17165 30ac's\ DWG's\ FINAL DESIGN\ STREET\ SHEET 1. dwg -..� ` f %..... ✓n amommea ./ �■�rr�LLow �■ ■OO� N�.r_ ��N��. \#. II ',% i �.... r�pa■5■■.�N 11111.1111111111111.1111.11.11. ST�RaT�.5 'e .... 1 2 TRACT 11 17165 BOUND • • NOTE: CONTACT DANIEL FLORES AT METROPOLITAIN DISTRICT AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO STARTING ANY WORK IN THE VICINITY OF THEIR FACILITIES AND RIGHT-OF-WAY. • • INDEX MAP SCALE ,'=,za NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. LEGEND: 411111111101.11111011111.111.11,111001111111, am gamma sm. ammo. --(1300}-- . °- LU.A. L.O.C. L.O.S. PROPOSED A.C. PAVEMENT A.C. SAWCUT A.C. GRINDING CENTERLINE RIGHT-OF-WAY LINE EXISTING IMPROVEMENTS EXISTING CONTOUR LINE STREET LIGHTS DIRECTION OF FLOW LIMITED USE AREA LENGTH ON CURVE LINE OF SIGHT CASA GRANDE ROAD SUMMIT AVENUE 210 FREEWAY FONTANA VICINITY MAP THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONDUCTION NOTES NTS PROJECT LOCATION ESTIMATED QUANTITIES CONSTRUCT 4" AC PAVEMENT (MIN) & 4" CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 12,162 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 5,475 4,235 TONS CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED OTHERWISE_ 60,810 18,480 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 17 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 7 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 11 16 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 14 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 2,798 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO 3003 (CASE C) 4 REMOVE STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 2 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SW. PLAN 2000 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' INSTALL 16000 LUMEN HPSV (150 WATT; #15) LUMINAIRE PER CITY STD. PLAN NO. 404 16,788 9 GRIND EXISTING PAVEMENT AND OVERLAY PER PAVEMENT JOIN DETAIL AS SHOWN ON SHEET 13 761 SAWCUT & REMOVE EXISTING AC PAVEMENT PER PAVEMENT JOIN DETAIL SHOWN ON SHEET 13 85 ADJUST WATER VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000 23 CONSTRUCT 4" AC PAVEMENT (MIN) & 8" CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL 2,809 (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT CONSTRUCT 4" AC PAVEMENT (MIN) & 6" CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE .31 & 32) PER SOILS REPORT CONSTRUCT 6" ASPHALT CONCRETE DIKE PER CITY STD. PLAN NO. 1007 INSTALL STOP BAR AND LEGEND STRIPING SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 PINE LEAF AVENUE SHEET 3 HALLOW ROOT STREET SHEET 4 STRAWBERRY WAY SHEET 5 SALT BUSH WAY SHEET 6 DAYTIME AVENUE SHEET 7 ROSA LINDA LANE SHEET 8 VAIONT WAY & REYNA LANE SHEET 9 CYPRESS AVENUE SHEET 10 CYPRESS AVENUE SHEET 11 CASA GRANDE AVENUE SHEET 12 CASA GRANDE AVENUE SHEET 13 DETAIL & CROSS SECTIONS LF SF SF SF EA EA EA EA EA LF EA EA SF EA SF SF EA TONS 383 TONS 1378 LF 7 EA 1[52AtiDIAL ITWO WORKING BEFORE #p II, /DAYS BEFORE YOU DIG �YOU DIG TOLL FREE 1- 800- 227-2600 PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. DATE CITY SHOULD CONSTRUCTION OF 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 PREPARED FOR: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BASIS OF BEARINGS: THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY, RECORDED IN BOOK 35, PAGE 9. BEING: N 89'30'06" E BENCHMARK BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION: 1428.609 Prepared By: ALLARU ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 72. nold 13. Allard, A.C.E. 79086 (expires 3/31/2016) Fax (909) 356-1795 3 2.4.1 I -- Date ESS v No. 79086 Exp. 3/31/16 s>; OF CAL' m rn CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: DESIGNED BY: CHECKED BY: AP,ROVED Filename: TITLE SHEEP T • NO. 17165 • CITY NGINEER l:\Lennar Homes - DATE: 5093 /4/ SCALE: AS NOTED DATE: March, 2014 DRAWING NO.: R.C.E. 51152 13 13703\ Tract 17165 30ac's\ DWG's\ FINAL DESIGN\ STREET\ SHEET 1. dwg