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Home My WebLink About5112-1CNA W February 03. 2015 a 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 PUBIJC WORKS CONSTRUCTION ("GREEN BOOK"). ALL kE-LRLNCE 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 DMSION 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 DMSION 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 DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNLA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 9. NO MATERIAL OR EQUIPMENT SHL 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 C.TRANS. 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 CONTIKTOR 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 CML ENGINEER OR LENSED 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 L06& 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 "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 AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOUS 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. CIY OF FONTANA, UTIUTY NOTIFICATION UST CITI OF FONTANA 835 SIERRA AVE FONTANA, CA 92335 (90) 350-6632 S0. CALIF. GAS COMPANY 198 W. LUGONIA AVE RECANDS, CA 92374 (90) 335-7967 EMRGENCIES: (800) 427-2200 S0. CALIF. EDISON COMPANY 30( N. PEPPER AVE RUVTO, CA 92376 190 820-5598 -UNDERGROUND 90 875-5100 -TRANSMISSION 215 637-1233 -PIPELINES 90 357-6505 -DISTRIBUTION UNIERGROUND SERVICE ALERT (80) 422-4133 FOITANA WATER COMPANY 1566 ARROW BOULEVARD F01TANA, CA 92335 (90) 822-2201 LUND: .ck\NW 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 SUNESYS, LLC 1325 PICO ST #106 CORONA, CA 92881 (951) 278-0400 INDICATES PROPOSED A.C. PAVEMENT INDICATES SAWCUT AND REMOVE INDICATES A.C. GRIND AND OVERLAY - - INDICATES CENTERLINE INDICATES RIGHT-OF-WAY LINE - - - - INDICATES EXISTING IMPROVEMENTS -{300}- INDICATES EXISTING CONTOUR UNE °-0 STREET LIGHTS DIRECTION OF FLOW LU.A. LIMITED USE AREA LO.C. LENGTH ON CURVE LO.S. UNE OF SIGHT SOLUS ENG1NEEt SOILS SOUTHWEST, INC. 897 VLA LATA, SUITE N COLTON, CA 92324 TEL (909) 370-0474 DEVELOPER STRATHAM HOMES, INC. 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 PRVATE ENGINEER'S NOTICE TO CONTRACTOR:: THI EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SH AWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THSE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE M CONTRACTORIS REQUIRED TO TAKE DUE OF THE PROPOSED IMPROVEMENT. THE PRCAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINS NOT ON RECORD OR NOT SHOWN ON THESE PLANS. COISTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED COISTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PRIPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NO BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGIEES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AN 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 FO', UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PL NS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT N0. 18825.1 M,COM <57 38 �w. 111-11111.11111 • • :...w..<.,�' «�:.•. ,..,.. ..... "` �i..,,']].,..,,M...rw.........,, pis➢ • • CONSTRUCTION STARING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF MRD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF. HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS. IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR- MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. 34' 22 �. �< fi• •"i•• ....x..., :]. -x:9'9` 68' 34' SHEET INDEX INDEXI MAP SCALE: 1"=100' SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 TITLE SHEET FLORENTINE AVENUE SORIANO WAY BELLA WAY BERTINI WAY DORAN LANE GALLO LANE & MESSINA .BEET SUMMIT AVENUE CROSS SECTIONS COUECTOR STREET- 68' RTW GALLO LANE & FLORENTINE AVENUE OF TTM 18825 CENTERLINE T1=4.5 NTS VICINITY MAP THE QJAN NTIES SAWN HEREON ARE ESTIMATES OILY: THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTMES AND BID A COMPLETE JOB. COMTRUCT1ON NOTES CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 90% COMPACTED NATIVE SUBGRADE (SEE GENERM. NOTE 31 & 32) CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD PLAN NO. 1000 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD PLS NO. 403, W 8' ?'1 QUANTITY 2,622 TON 6,640 LF 4,203 SF CONSTRUCT 4" PCC SIDEWALK PER CITY STD PLAN NO 1006, W=5' 12,199 SF CONSTRUCT PCC CROSS GUTTER AND SPANP EL PER CITY STD PLAN NO. 403, W -10' 4,087 SF CONSTRUCT PCC [RIVE APPRON71 PER CITY STD. PLAN NO. 1002, W-16' UNLESS NOTED OTHERWISE 9,480 SF CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 PSE SHOWN ON PLANS 6 EA INSTALL 22,000 LUMEN HPSV LUMINAIRE PER CITY STD. PLAN 404 & CONTRACTOR TO MATCH EXISTING STREET LIT DECOR STYLE INSTALL 5800 LUMEN HPSY 70 WATT; . 7) LUMINAIRE PER CITY STD. PLAN NO. 404, SEE STREET LOIT INSTALL STOP SIGN PER CITY STD PLAN NO 4003 1EA 15 5 7 20 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1003 15 INSTALL STS BAR AND LEGEND STRIPING PER CA MUTCD 6 FIGURE 38-103 (CA) (1YP) SAWCUT AND REMOVE EXISTING AC PAVEMENT ONE FOOT (1') MIN. DISTANCE OF 2' 1,166 SF QRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OYERIN MIN. 0.1' THICKNESS) 2,117 SF CONSTRUCT 8" AC DIKE PER CITY STD. PLAN NO. 1007 861 LF CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=6' 720 LF REIM EXISTING STREET LILT 1 EA CONSTRUCT 3.5" AC PAVEMENT OYER 5" EASE ON 90% COMPACTED NATIVE SUBS 800 TON CONSTRUCT 6" PCC CURB PER CITY STD. PLAN NO. WOO 123 LF CONSTRUCT 8" PCC CURB AND NUTTER PER CITY STD. PLAN NO. 1000 20 LF CONSMUCT 6.5" AC PAVEMENT ON 95% COMPACTED NATIVE SERE 20 TONS CONSTRUCT 6.5" AC PAVEMENT (MIN.) OYER 12" MIN. OF 95% 864 TONS COMPACTED NATIVE StEGRACE INSTALL 18,000 LUMEN HPSV LUMINAIRE PER CITY STD PLN 404 1 EA & CONTRACTS TO MATCH EXISTING STREET LIGHT =OR STYLE EA EA EA EA FA EA R/W 64' 32' 32' 1 12' 0.5' 5' 20' 20' CL = TC+0.03' 12' 0.5' 5' 2% ':. LOCAL STREET- 64' R/W DORAN LANE, MESSINA STREET' BERM! WAY, fl.ORfWTINE AVENUE 12' 0.5' 5' 30' 18' 60' 30' 18' a = T c-0.01' R/W 12' 0.5' F._ LEVEL LINE -� ..•..-s�_ mss'! tr • :-1- 1_1 ^ lam.' a � r= TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCIPTION DATE ENGR. CITY DATE 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: STRATHAM HOMES, INC 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIE OF THE SOUTHEAST QUARTER OF SECTION 10, T1 N., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E BENCHMARK CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION = Prepared By: ALLARIJ ENGINEERING Civil Engineering - Land Surveying - Land Planning 16666 Seville Avenue Fontana, California 92335 Fax (909) 356-1795 Rayrn d J. (expires 09) 356-1815 rd, R.C.E. 36052 6/30/2016) 2'ct •‘ Date LOCAL STREET" 60' RIW BELLA WAY, SORIANO WAY Ti .5 NTS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PL4NS DRAWN BY: HMC/DBW DESIGNED BY: DEW CHECKED BY: JAB AP PRVEDBY: Filename: I:\Stratham TITLE SHEET TRA 18851 LO 1111t�U77 CITY ENGINEER R.C.E. 51152 SCALE: AS NOTED DATE: February, 2015 5112 Homes-129\Fontana 252c\DWG's\FINS DESIGN\STREETS\Phase 1\TR 18825-1 ST 01.dm 61 62 63 41 i 42 43 40 44 39 45 1 38 1 46 37 1 1 47 36 35 49 3Jca#7 50 10 9 8 7 , / SHEET 4 38 �w. 111-11111.11111 • • :...w..<.,�' «�:.•. ,..,.. ..... "` �i..,,']].,..,,M...rw.........,, pis➢ • • CONSTRUCTION STARING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF MRD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF. HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS. IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR- MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. 34' 22 �. �< fi• •"i•• ....x..., :]. -x:9'9` 68' 34' SHEET INDEX INDEXI MAP SCALE: 1"=100' SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 TITLE SHEET FLORENTINE AVENUE SORIANO WAY BELLA WAY BERTINI WAY DORAN LANE GALLO LANE & MESSINA .BEET SUMMIT AVENUE CROSS SECTIONS COUECTOR STREET- 68' RTW GALLO LANE & FLORENTINE AVENUE OF TTM 18825 CENTERLINE T1=4.5 NTS VICINITY MAP THE QJAN NTIES SAWN HEREON ARE ESTIMATES OILY: THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTMES AND BID A COMPLETE JOB. COMTRUCT1ON NOTES CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 90% COMPACTED NATIVE SUBGRADE (SEE GENERM. NOTE 31 & 32) CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD PLAN NO. 1000 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD PLS NO. 403, W 8' ?'1 QUANTITY 2,622 TON 6,640 LF 4,203 SF CONSTRUCT 4" PCC SIDEWALK PER CITY STD PLAN NO 1006, W=5' 12,199 SF CONSTRUCT PCC CROSS GUTTER AND SPANP EL PER CITY STD PLAN NO. 403, W -10' 4,087 SF CONSTRUCT PCC [RIVE APPRON71 PER CITY STD. PLAN NO. 1002, W-16' UNLESS NOTED OTHERWISE 9,480 SF CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 PSE SHOWN ON PLANS 6 EA INSTALL 22,000 LUMEN HPSV LUMINAIRE PER CITY STD. PLAN 404 & CONTRACTOR TO MATCH EXISTING STREET LIT DECOR STYLE INSTALL 5800 LUMEN HPSY 70 WATT; . 7) LUMINAIRE PER CITY STD. PLAN NO. 404, SEE STREET LOIT INSTALL STOP SIGN PER CITY STD PLAN NO 4003 1EA 15 5 7 20 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1003 15 INSTALL STS BAR AND LEGEND STRIPING PER CA MUTCD 6 FIGURE 38-103 (CA) (1YP) SAWCUT AND REMOVE EXISTING AC PAVEMENT ONE FOOT (1') MIN. DISTANCE OF 2' 1,166 SF QRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OYERIN MIN. 0.1' THICKNESS) 2,117 SF CONSTRUCT 8" AC DIKE PER CITY STD. PLAN NO. 1007 861 LF CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=6' 720 LF REIM EXISTING STREET LILT 1 EA CONSTRUCT 3.5" AC PAVEMENT OYER 5" EASE ON 90% COMPACTED NATIVE SUBS 800 TON CONSTRUCT 6" PCC CURB PER CITY STD. PLAN NO. WOO 123 LF CONSTRUCT 8" PCC CURB AND NUTTER PER CITY STD. PLAN NO. 1000 20 LF CONSMUCT 6.5" AC PAVEMENT ON 95% COMPACTED NATIVE SERE 20 TONS CONSTRUCT 6.5" AC PAVEMENT (MIN.) OYER 12" MIN. OF 95% 864 TONS COMPACTED NATIVE StEGRACE INSTALL 18,000 LUMEN HPSV LUMINAIRE PER CITY STD PLN 404 1 EA & CONTRACTS TO MATCH EXISTING STREET LIGHT =OR STYLE EA EA EA EA FA EA R/W 64' 32' 32' 1 12' 0.5' 5' 20' 20' CL = TC+0.03' 12' 0.5' 5' 2% ':. LOCAL STREET- 64' R/W DORAN LANE, MESSINA STREET' BERM! WAY, fl.ORfWTINE AVENUE 12' 0.5' 5' 30' 18' 60' 30' 18' a = T c-0.01' R/W 12' 0.5' F._ LEVEL LINE -� ..•..-s�_ mss'! tr • :-1- 1_1 ^ lam.' a � r= TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCIPTION DATE ENGR. CITY DATE 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: STRATHAM HOMES, INC 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIE OF THE SOUTHEAST QUARTER OF SECTION 10, T1 N., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E BENCHMARK CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION = Prepared By: ALLARIJ ENGINEERING Civil Engineering - Land Surveying - Land Planning 16666 Seville Avenue Fontana, California 92335 Fax (909) 356-1795 Rayrn d J. (expires 09) 356-1815 rd, R.C.E. 36052 6/30/2016) 2'ct •‘ Date LOCAL STREET" 60' RIW BELLA WAY, SORIANO WAY Ti .5 NTS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PL4NS DRAWN BY: HMC/DBW DESIGNED BY: DEW CHECKED BY: JAB AP PRVEDBY: Filename: I:\Stratham TITLE SHEET TRA 18851 LO 1111t�U77 CITY ENGINEER R.C.E. 51152 SCALE: AS NOTED DATE: February, 2015 5112 Homes-129\Fontana 252c\DWG's\FINS DESIGN\STREETS\Phase 1\TR 18825-1 ST 01.dm