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Home My WebLink About3252-1I o TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 CL aww p11AMic's CITY OF FONTANA STREET IMPROVEMENT PLANS FOR BELLGROVE II COMMUNITY PLAN TRACT N0. 16269 ---- 1„ I I 1 1 I , 11 A&19AW s>• i uar WEST WEST SCALE. 1"=100' PROPOSED EAST PL R/W73, R/W 41' 41' EXIST I n 1 -in, zn' R/W �' J LOTS C&D i 12' LANDSCAPE I VARIES! 8' V RIE MAINTENANCE 3 3 EASEMENT MIN. MIN. 12% ti. I I WEST FINISH SURFACE PER R/W CITY DWG NO. 2926 I in, 4' EX. EP 16' 12 1' FINISH SURFACE PER TRACT 0 15863, CITY DWG NO. 3069 LEVEL LINE 20 - q 1 INTERIM FINISH SURFACE 57� I FINAL A.C. PAVEMENT LIFT PROPOSED IMPROVEMENTS PER TRACT 15863 TO BE COORDINATED WITH ADJACENT DEVELOPMENT HEMLOCK AVENUE -73' R/W STA. 29+81.10 - STA. 36+95.88 T.I.=6.5 NTS EAST q 68' 4' 18' 16' 12 N 1 FUTURE IMPROVEMENTS ' BY OTHERS cS LEVEL LINE 2 _ INTERIM FINISH SURFACE FINAL A.C. PAVEMENT LIFT TO BE COORDINATED WITH ADJACENT DEVELOPMENT IMPROVEMENTS PER CITY PLAN No. 2926 SAN SEVAINE ROAD -68' R/W STA. 29+28.36 TO STA. 36+49.37 T.I.=6.5 N.T.S. DILIGENT MANNER, THE CITY ENGINEER MAY REQEHRE REWSIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT R/W 6' J 1' MIN. PA LOTS A & B LANDSCAPE MAINTENANCE -{ EASEMENT n MIN. 6' WIDE 2% MEANDERING SIDEWALK BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. BENCHMARK PREPARED FOR: KB HOME CALTRANS BENCHMARK NO. 8-17 801 CORPORATE CENTER DRIVE BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0 SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE FAX (909) 802-1111 ELEVATION: 1428.6090 ►'�o. 36637 PAD PAD MAPOCI✓ fiND AZ__ 0CrA1Es, iA.1c- If 110 ,Atha ren,. Dfz•'.sulTf 20p cWARJD, CA,g1�61 I RECORD DRAWING THESE RECORD DRAWINGS HAVE SEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERlIOR6 OR OMISSIONS WHICH HAVE BEEN INCORPORATED IN1,0 THE DOCUMENTS AS A RESULT THEREOF. PAD WALNUT AVENUE NOTE. SEE SHEETS 8 AND 9 FOR TYPICAL SECTIONS ti PAD Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 > . ' iL-- 'Bltboa David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) F M l •` ,. •r r •d GENERAL NOTES I I�'"�` ".� I 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, CONSTRUCTION NOTES N.T.S. ESTNATE OF QU SCALE: CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS COLOR AND FINISH TO MATCH EXISTING CONCRETE. TRACT 16269 NOTED AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 3229 TONS 2O CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF (SEE GENERAL NOTE 31 & 32) 959 TONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE THE CURB AT THE LOCATION OF THE SEWER LATERAL. 3,691 LF 4 NOTED. 4,599 LF 5 CONSTRUCT PCC CURB & GUTTER (8" CURB FACE TO 6" CURB FACE) PER CITY STD. DWG. NO. 1003 188 LF 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING AC PAVEMENT OVERLAY 0.10' MIN. (MATCH DESIGN PROFILE ELEVATION) 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14 EA 8 DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 1802 LF 9 PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND 10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR APPROVED PRIOR TO PAVING OF STREETS. CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE 7,752 SF RESOLUTION. SAWCUT EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.) 4597 LF 13 SAWCUT & REMOVE EXISTING AC PAVEMENT (SEE DETAIL "A" ON SHEET 10) 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT 14 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE PAVEMENT PRIOR TO PLACEMENT. CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 10 CITY ENGINEER. (WIDTH AS SHOWN ON PLAN) 4 EA 16 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 10 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED INSTALL 5800 LUMEN HPSV (70 WATT, #7) LUMINAIRE FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. II 18 TEMPORARY 9500 LUMEN HPSV STREET LIGHT ON WOOD POLE PER DWG. NO. 2926 TO BE REMOVED AND REPLACED W/9500 LUMEN HPSV (100 WATT, #10) LUMINAIRE, DIVISION PRIOR TO THE START OF ANY WORK. 2 EA 19 IINSTALL STOP SIGN PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS STDS. 6 EA 20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 10 EA 21 i 72 LF 22 INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL 23 INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT, #10) LUMINAIRE, 72 LF PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) 6 EA 24 TO BE REMOVED OR RELOCATED BY OTHERS LUMP SUM 25 WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A 26 N 2290 SF 27 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 150-2, CASE II INLET, AS SHOWN ON SHT 10 2 EA 28 CONSTRUCT TYPE "B" RETAINING WALL PER APWA STD. DWG. NO. 618-1, AS SHOWN ON SHEET 11 OF 11 __ 263 LF RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 2' �I 1 5p' 5,* 2' PUE I25' 25' PUE FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 1 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. UPON COMPLETION OF PAVING. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 34. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 6 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION II OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, �p FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 5 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) W FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO W GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE CITY ENGINEER. w I 4 TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. S 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC II RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR I I THAT PURPOSE. ( 2 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 CITY OF FONTANA, M NOTIFICATION LIST U7'[L LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO CITY OF FONTANA S.B.C. INC. EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 8353 SIERRA AVENUE 3939 E. CORONADO STREET ' I 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. FONTANA, CA 92335 ANAHEIM, CA 92807 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL (909) 350-6632 (714) 666-5500 II I UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, ATTN: DENNIS FREEMAN (800) 227-2600 34 LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 1981 W. LUGONIA AVENUE STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY REDLANDS CA 92374 COMCAST( CABLE TV ) COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO (909) 335-7547 ATTN: JACKHAYES WORK AROUND THEIR FACILITIES. EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR ONTARIO, CA 91761 = SO. CALIF. EDISON COMPANY (909) 390-4738 -- WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. _ - CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 300 N. PEPPER AVENUE - COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. _ RIALTO, CA 92376 VERIZON909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 13. CURVE DATA REFERS TO THE FACE OF CURB. 213 637-1233 - PIPELINES ONTARIO, CA 91766 1!00) o 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT 09 357-6505 - DISTRIBUTION (800) 422-4133 WHERE OTHERWISE NOTED. 422-4133 FONTANA WATER COMPANY 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK ATTN: BASIL J. FABRIZIO FONTANA CA 92235 TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE (909) 463-9580 (909) 822-2201 FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION FAX. (909) 823-5046 CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO I EGEJ THE CITY ENGINEER. INDICATES PROPOSED A.C. PAVEMENT 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ® INDICATES REMOVE EXISTING A.C. PAVEMENT SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE ® INDICATES FINAL LIFT ON EX. A.C. PAVEMENT BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF ® INDICATES GRINDING FOR NEW A.C. PAVEMENT THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO `��;`.°•° INDICATES LIMITED USE AREA THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER - - INDICATES TRACT BOUNDARY REPLACEMENT OF THE MONUMENT. - - - INDICATES CENTERLINE INDICATES RIGHT-OF-WAY LINE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND -- INDICATES EXISTING IMPROVEMENTS BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE --(1300}--- INDICATES EXISTING CONTOUR LINE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 0-0 STREET LIGHTS �- DIRECTION OF FLOW 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE ® INDICATES CATCH BASIN KEY MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. (99.99) INDICATES ELEV'S EXIST. IMPROV. PER CITY DWG NO. 2926 'S [99.99] INDICATES ELEVFUT. IMPROV. PER CITY DWG N0. 2926L.M.E. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED LANDSCAPE MAINTENENCE EASEMENT WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, PRIVATE NOTICE TO CONTRACTOR: SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS EN APPROVAL. PRIOR WRITTEN WERE OBTAINED BY 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 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR OF THE CITY INSPECTOR. NOT SHOWN ON THESE PLANS. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS DENSITY IS OBTAINED. AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE PROFESSIONAL. SWALES ENTERING OR LEAVING IMPROVEMENTS. UNAUTHORIZED CHANGES & 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 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. REV. REVISION DESCBIPTJON DATE IENGR. CITY I DATE I o TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 CL aww p11AMic's CITY OF FONTANA STREET IMPROVEMENT PLANS FOR BELLGROVE II COMMUNITY PLAN TRACT N0. 16269 ---- 1„ I I 1 1 I , 11 A&19AW s>• i uar WEST WEST SCALE. 1"=100' PROPOSED EAST PL R/W73, R/W 41' 41' EXIST I n 1 -in, zn' R/W �' J LOTS C&D i 12' LANDSCAPE I VARIES! 8' V RIE MAINTENANCE 3 3 EASEMENT MIN. MIN. 12% ti. I I WEST FINISH SURFACE PER R/W CITY DWG NO. 2926 I in, 4' EX. EP 16' 12 1' FINISH SURFACE PER TRACT 0 15863, CITY DWG NO. 3069 LEVEL LINE 20 - q 1 INTERIM FINISH SURFACE 57� I FINAL A.C. PAVEMENT LIFT PROPOSED IMPROVEMENTS PER TRACT 15863 TO BE COORDINATED WITH ADJACENT DEVELOPMENT HEMLOCK AVENUE -73' R/W STA. 29+81.10 - STA. 36+95.88 T.I.=6.5 NTS EAST q 68' 4' 18' 16' 12 N 1 FUTURE IMPROVEMENTS ' BY OTHERS cS LEVEL LINE 2 _ INTERIM FINISH SURFACE FINAL A.C. PAVEMENT LIFT TO BE COORDINATED WITH ADJACENT DEVELOPMENT IMPROVEMENTS PER CITY PLAN No. 2926 SAN SEVAINE ROAD -68' R/W STA. 29+28.36 TO STA. 36+49.37 T.I.=6.5 N.T.S. DILIGENT MANNER, THE CITY ENGINEER MAY REQEHRE REWSIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT R/W 6' J 1' MIN. PA LOTS A & B LANDSCAPE MAINTENANCE -{ EASEMENT n MIN. 6' WIDE 2% MEANDERING SIDEWALK BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. BENCHMARK PREPARED FOR: KB HOME CALTRANS BENCHMARK NO. 8-17 801 CORPORATE CENTER DRIVE BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0 SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE FAX (909) 802-1111 ELEVATION: 1428.6090 ►'�o. 36637 PAD PAD MAPOCI✓ fiND AZ__ 0CrA1Es, iA.1c- If 110 ,Atha ren,. Dfz•'.sulTf 20p cWARJD, CA,g1�61 I RECORD DRAWING THESE RECORD DRAWINGS HAVE SEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERlIOR6 OR OMISSIONS WHICH HAVE BEEN INCORPORATED IN1,0 THE DOCUMENTS AS A RESULT THEREOF. PAD WALNUT AVENUE NOTE. SEE SHEETS 8 AND 9 FOR TYPICAL SECTIONS ti PAD Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 > . ' iL-- 'Bltboa David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) F M l •` ,. •r r •d 7' 7' I PAD 6' 18' 18' 6' LEVEL LINE 2 \\\i\\\i\\\\\ j\4_1 \\/\\ PAD 10 10 4 LOCAL STREET- W TI=5.5 N.T.S. CORY PLACE 12+41.93 TO 13+81.30 ROYAL CREST WAY 10+00.00 TO 13+16.01 CERRITOS PLACE 10+00.00 TO 14+87.19 CERRITOS COURT 10+00.00 TO 11+91.70 REGAL PARK LANE 10+00.00 TO 13+05.50 CORY WAY 9+99.93 TO 14+36.95 ASHFORD LANE 8+44.01 TO 10+00.00 LUCERO DRIVE 15+13.65 TO 16+66.64 * 5' PUE WHERE SHOWN ON PLAN R/W 2' 5'* PUE I� 7' � I o 0 27 27' R/W 5 ' 5'* 2' 27' I PUE 7' 20' 20' 6' PAD 1 LEVEL LINE _2% PAD LOCAL STREET- 64' R/W 4 TT=5.5 N.T.S. CORY PLACE 10+00.00 TO 11+55.91 CORY WAY 15+22.97 TO 16+75.96 * 5' PUE WHERE SHOWN ON PLAN CITY OF FONTANA CALIFORNIA �� S I" I I�'"�` ".� I 1-60c VICINITY MAP y DRAWN BY: CONSTRUCTION NOTES N.T.S. ESTNATE OF QU SCALE: Ol CONSTRUCT 4" AC PAVEMENT MIN) OVER 12" OF 959. COMPACTED NATIVE SOIL TRACT 16269 NOTED (SEE GENERAL NOTE 31 & 32� 3229 TONS 2O CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL ATF o� c QF o�� (SEE GENERAL NOTE 31 & 32) 959 TONS 3 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 3,691 LF 4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 4,599 LF 5 CONSTRUCT PCC CURB & GUTTER (8" CURB FACE TO 6" CURB FACE) PER CITY STD. DWG. NO. 1003 188 LF 6 AC PAVEMENT OVERLAY 0.10' MIN. (MATCH DESIGN PROFILE ELEVATION) 43624 SF 7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 14 EA 8 CONSTRUCT 8" PCC CURB ONLY PER STD. DWG. NO. 1003 1802 LF 9 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 4,685 SF 10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 51,218 SF 11 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE 7,752 SF 12 SAWCUT EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.) 4597 LF 13 SAWCUT & REMOVE EXISTING AC PAVEMENT (SEE DETAIL "A" ON SHEET 10) 4597 SF 14 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 14 EA 15 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 10 (WIDTH AS SHOWN ON PLAN) 4 EA 16 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 10 (CASE AS SHOWN ON PLAN) 4 EA 17 INSTALL 5800 LUMEN HPSV (70 WATT, #7) LUMINAIRE PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) 13 EA 18 TEMPORARY 9500 LUMEN HPSV STREET LIGHT ON WOOD POLE PER DWG. NO. 2926 TO BE REMOVED AND REPLACED W/9500 LUMEN HPSV (100 WATT, #10) LUMINAIRE, PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) 2 EA 19 IINSTALL STOP SIGN PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS STDS. 6 EA 20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 10 EA 21 REMOVE EXISTING TRAFFIC BARRICADE 72 LF 22 REMOVE EXISTING CMP RISER & CMP PIPE 1 EA 23 INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT, #10) LUMINAIRE, 72 LF PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) 6 EA 24 TO BE REMOVED OR RELOCATED BY OTHERS LUMP SUM 25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 10 7355 SF 26 REMOVE TEMPORARY A.C. 2290 SF 27 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 150-2, CASE II INLET, AS SHOWN ON SHT 10 2 EA 28 CONSTRUCT TYPE "B" RETAINING WALL PER APWA STD. DWG. NO. 618-1, AS SHOWN ON SHEET 11 OF 11 __ 263 LF R/W R/W 2' S'* 1 5p' 5,* 2' PUE I25' 25' PUE 7' 7' I PAD 6' 18' 18' 6' LEVEL LINE 2 \\\i\\\i\\\\\ j\4_1 \\/\\ PAD 10 10 4 LOCAL STREET- W TI=5.5 N.T.S. CORY PLACE 12+41.93 TO 13+81.30 ROYAL CREST WAY 10+00.00 TO 13+16.01 CERRITOS PLACE 10+00.00 TO 14+87.19 CERRITOS COURT 10+00.00 TO 11+91.70 REGAL PARK LANE 10+00.00 TO 13+05.50 CORY WAY 9+99.93 TO 14+36.95 ASHFORD LANE 8+44.01 TO 10+00.00 LUCERO DRIVE 15+13.65 TO 16+66.64 * 5' PUE WHERE SHOWN ON PLAN R/W 2' 5'* PUE I� 7' � I o 0 27 27' R/W 5 ' 5'* 2' 27' I PUE 7' 20' 20' 6' PAD 1 LEVEL LINE _2% PAD LOCAL STREET- 64' R/W 4 TT=5.5 N.T.S. CORY PLACE 10+00.00 TO 11+55.91 CORY WAY 15+22.97 TO 16+75.96 * 5' PUE WHERE SHOWN ON PLAN CITY OF FONTANA CALIFORNIA �� S BELLGROVE II COMMUNITY PLAN DRAWN BY: STREET IMPROVEMENT PLANS SCALE: No. 43976 m TRACT 16269 NOTED DESIGNED BY. AE DATE: AUGUST, 2003 Exp. 6/30/05 * = - TITLE SHEET ATF o� c QF o�� CHECKEDW -APP % VED BY: C- g DRAWING NO.: l _ y1i CITY E IN R R.C.E. 51152$ Filename: M: \DWG\ 19201 \STREETS\ 16269-SHT1.dwg