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Home My WebLink About4041-1GENERAL 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 CITY OF FONTANA CONSTRUCTION ("GREEN BOOK") ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR STREET IMPROVEMENT PLANS 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 TRACT NO 16518 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 SEE S H T . N O . 5 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 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. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, WILLIAMS RD. CONSTRUCTED 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE 1 =100 PER TR. 16482 GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE - �AILLER ev�N o REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, PROJ. NO. 04283-F I a TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS MILES PER HOUR. FOR GROUND MOVEMENT. IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 22 21 20 d� a 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 25 26 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. DEVELOPER: J 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. I 3 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE I NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONSEE S H T N O 4 A►MOONA COURT TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT . . - 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT N 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, COLTON, CA 92324 I o 1 =100 INCLUDING ADEQUATE WATERING, AT ALL TIMES. (909) 370-0474 - �AILLER ev�N 20. BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE PROJ. NO. 04283-F I i� �_ - .�� MILES PER HOUR. - IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND + 23 24 25 26 27 DEVELOPER: CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK 4 CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. L . I NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, AROUND THEIR FACILITIES. FOR 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 4240 E. JURUPA STREET, SUITE 402 DETAILS AND CROSS SECTIONS FOR MILLER 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT N 2,785 LF. SPECIFIED DENSITY IS OBTAINED. (909) 937-3270 INDEX MAP 24. APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE00 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE NOTIFICATION LIST $$ , STREETS. WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CITY OF FONTANA 13. CURVE DATA REFERS TO THE FACE OF CURB. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR ATTN: BRIAN WREN ATTN: VIRGINIA BECKER 18,982 SF. 10' LANDSCAPE OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 32 31 30 29 28 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE ~ r 909 350-6632 ( ) (714) 666-5467 STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY 5' CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE COMCAST (CABLE TV) I OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ATTN. GREG GASPAR ATTN: JACK HAYES 33. RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 16231 VALLEY BLVD. 1205 DUPONT AVENUE GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FONTANA, CA. 92335 DURING CONSTRUCTION. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO (909)1(800) (909) 390-4736 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH 427-2200 AN EXIST. AC ENGINEER. MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. SEE S H T N O 3=:z -.-,l CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 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 AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY S0. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. tIT 1400 E. PHILLIPS BLVD. SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PER SEPARATE SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK LPRIOR 00CONSTRUCTION PLAN/PERMIT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL (909) 820-5598 UNDERGROUND (800) 422-4133 TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER I � (909) 875-5100 - TRANSMISSIONS & GUTTER REPLACEMENT OF THE MONUMENT. SOILS ENGINEER: o o - 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. 19 ,esus FZ �N - 2 EA. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR SOILS SOUTHWEST, INC. I (800) 422-4133 8440 NUEVO AVENUE RESIDENTS AND EMERGENCY VEHICLES 897 VIA LATA SUITE N `V o FONTANA, CA 92335 7 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, COLTON, CA 92324 I o 1 =100 INCLUDING ADEQUATE WATERING, AT ALL TIMES. (909) 370-0474 - �AILLER ev�N 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 PROJ. NO. 04283-F I i� �_ - .�� MILES PER HOUR. - 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 0 100 200 300 400 3 EXISTING CONCRETE. DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING DEVELOPER: SEE S H T. N 0 2 4 CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. L . 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, K. HOVNANIAN/FORECAST HOMES FOR 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 4240 E. JURUPA STREET, SUITE 402 DETAILS AND CROSS SECTIONS FOR MILLER 28. REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE ONTARIO, CA 91764 2,785 LF. SPECIFIED DENSITY IS OBTAINED. (909) 937-3270 INDEX MAP 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE NOTIFICATION LIST $$ , CONSTRUCTION NOTES 1O CONSTRUCT 6j`AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 2O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 30 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 0 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 OCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, ("W" PER PLAN), PER DETAIL ON SHEET 6 6O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 70 CONSTRUCT P.C.C. CROSS GUTTER W=10' PER CITY STD. PLAN NO. 105- @) CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, PER DETAILS ON SHEET 6 11 ADJUST MANHOLE TO GRADE PER CITY STD. 109 12 ADJUST VALVE TO GRADE PER CITY STD. 130 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 14 INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN 15 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS 16 REMOVE EXISTING A.C. PAVEMENT 17 CONST. DRIVEWAY PER CITY STD. PLAN NO. 1005, W PER PLAN 18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND PER CITY STD. PLAN NO. 139 19 REMOVE EXISTING CURB AND GUTTER 20 INSTALL STREET LIGHT 9,500 LUMEN PER STREET LIGHT PLAN 22 GRIND AND OVERLAY PER DETAIL "A" ON SHEET 2 R/W 5.5' 0.5' PROP. SIDEWALK, 10' LANDSCAPE LETTER LOT PROP. BLOCK WALL PER SEPARATE PLAN/PERMIT VICINITY MAP NOT TO SCALE CL. ' 64' ' 32 32 12' 40' 12' 20' 1 20' PROP. AC PAVEMENT -0.1' LEVEL UNE 2%_f7_ 2% & GUTTER PROP. CURB / & GUTTER DUMOND AVE., RAMONA AVE. & LAGUNA PL. TYPICAL SECTION R/W NORTH 5.5' 0.5' PROP. SIDEWALK 12' NOT TO SCALE TI=5.5 CL. 76' 46' 34' 10' 14' EXIST. E.P. 2 2% -0.12' LEVEL LINE �j R/W 5.5' 0.5' 30' w D z Li Q w Q PROP. SIDEWALK EX. R/W SOUTH I EXIST. AC i PAVEMENT TO BE REMOVED AND REPLACED TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. \ PROP. 6 %AC LPROVIDE 1 =100 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE PROP. CURB PAVEMENT SCALE IN FEET 1 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 FOR 0 100 200 300 400 3 EXISTING CONCRETE. FOR LAGUNA PLACE 4 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF PRIVATE ENGINEERS NOTICE TO CONTRACTORS COURT 5 STREET IMPROVEMENT PLANS FOR THE SEWER LATERAL. AVENUE 6 DETAILS AND CROSS SECTIONS FOR MILLER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 2,785 LF. INSPECTED AND APPROVED. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF R/W 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CITY OF FONTANA UTILITY NOTIFICATION LIST STREETS. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CITY OF FONTANA PACIFIC BELL CO. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR ATTN: BRIAN WREN ATTN: VIRGINIA BECKER 18,982 SF. 10' LANDSCAPE OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY 8353 SIERRA AVENUE 3939 E.CORONADO STREET GRADING. PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE FONTANA, CA 92335 ANAHEIM, CA 92807 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL DRAWINGS. 909 350-6632 ( ) (714) 666-5467 STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY 5' THE GAS COMPANY COMCAST (CABLE TV) OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ATTN. GREG GASPAR ATTN: JACK HAYES 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 16231 VALLEY BLVD. 1205 DUPONT AVENUE GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FONTANA, CA. 92335 ONTARIO, CA. 91761 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO (909)1(800) (909) 390-4736 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, 427-2200 EXIST. AC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE GENERAL TELEPHONE COMPANY AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY S0. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PER SEPARATE FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) - - LF PLAN/PERMIT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL (909) 820-5598 UNDERGROUND (800) 422-4133 EXIST. CURB REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE (909) 875-5100 - TRANSMISSIONS & GUTTER EXIST. SIDEWALK COMMENCEMENT OF WORK (213) 637-1233 PIPELINES FONTANA WATER COMPANY 36 EA/4788 SF 19 ,esus FZ (909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. McGRAW 2 EA. � Oe0 c� (800) 422-4133 8440 NUEVO AVENUE ��,Q co No 6 195 cD m MAPLE AVE. TYPICAL SECTION FONTANA, CA 92335 w CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 6Exp: ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5045 NOT TO SCALE (619) 868-6040 * \� TI=6.5 - 220 SF UNDERGROUND SERVICE ALERT (800) 227-2600 CONSTRUCTION NOTES 1O CONSTRUCT 6j`AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 2O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 30 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 0 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 OCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, ("W" PER PLAN), PER DETAIL ON SHEET 6 6O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 70 CONSTRUCT P.C.C. CROSS GUTTER W=10' PER CITY STD. PLAN NO. 105- @) CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, PER DETAILS ON SHEET 6 11 ADJUST MANHOLE TO GRADE PER CITY STD. 109 12 ADJUST VALVE TO GRADE PER CITY STD. 130 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 14 INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN 15 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS 16 REMOVE EXISTING A.C. PAVEMENT 17 CONST. DRIVEWAY PER CITY STD. PLAN NO. 1005, W PER PLAN 18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND PER CITY STD. PLAN NO. 139 19 REMOVE EXISTING CURB AND GUTTER 20 INSTALL STREET LIGHT 9,500 LUMEN PER STREET LIGHT PLAN 22 GRIND AND OVERLAY PER DETAIL "A" ON SHEET 2 R/W 5.5' 0.5' PROP. SIDEWALK, 10' LANDSCAPE LETTER LOT PROP. BLOCK WALL PER SEPARATE PLAN/PERMIT VICINITY MAP NOT TO SCALE CL. ' 64' ' 32 32 12' 40' 12' 20' 1 20' PROP. AC PAVEMENT -0.1' LEVEL UNE 2%_f7_ 2% & GUTTER PROP. CURB / & GUTTER DUMOND AVE., RAMONA AVE. & LAGUNA PL. TYPICAL SECTION R/W NORTH 5.5' 0.5' PROP. SIDEWALK 12' NOT TO SCALE TI=5.5 CL. 76' 46' 34' 10' 14' EXIST. E.P. 2 2% -0.12' LEVEL LINE �j R/W 5.5' 0.5' 30' w D z Li Q w Q PROP. SIDEWALK EX. R/W SOUTH I EXIST. AC i PAVEMENT TO BE REMOVED AND REPLACED SHEET INDEX \ PROP. 6 %AC LPROVIDE I PROP. SWALE SHEET No. DESCRIPTION PROP. CURB PAVEMENT FL QUANTITIES 1 TITLE SHEET 2 STREET IMPROVEMENT PLANS FOR MILLER AVENUE 3 STREET IMPROVEMENT PLANS FOR LAGUNA PLACE 4 STREET IMPROVEMENT PLANS FOR RAMONA COURT 5 STREET IMPROVEMENT PLANS FOR DUMOND AVENUE 6 DETAILS AND CROSS SECTIONS FOR MILLER AVENUE CONSTRUCTION NOTES 1O CONSTRUCT 6j`AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 2O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 30 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 0 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 OCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, ("W" PER PLAN), PER DETAIL ON SHEET 6 6O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 70 CONSTRUCT P.C.C. CROSS GUTTER W=10' PER CITY STD. PLAN NO. 105- @) CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 10 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, PER DETAILS ON SHEET 6 11 ADJUST MANHOLE TO GRADE PER CITY STD. 109 12 ADJUST VALVE TO GRADE PER CITY STD. 130 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 14 INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN 15 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS 16 REMOVE EXISTING A.C. PAVEMENT 17 CONST. DRIVEWAY PER CITY STD. PLAN NO. 1005, W PER PLAN 18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND PER CITY STD. PLAN NO. 139 19 REMOVE EXISTING CURB AND GUTTER 20 INSTALL STREET LIGHT 9,500 LUMEN PER STREET LIGHT PLAN 22 GRIND AND OVERLAY PER DETAIL "A" ON SHEET 2 R/W 5.5' 0.5' PROP. SIDEWALK, 10' LANDSCAPE LETTER LOT PROP. BLOCK WALL PER SEPARATE PLAN/PERMIT VICINITY MAP NOT TO SCALE CL. ' 64' ' 32 32 12' 40' 12' 20' 1 20' PROP. AC PAVEMENT -0.1' LEVEL UNE 2%_f7_ 2% & GUTTER PROP. CURB / & GUTTER DUMOND AVE., RAMONA AVE. & LAGUNA PL. TYPICAL SECTION R/W NORTH 5.5' 0.5' PROP. SIDEWALK 12' NOT TO SCALE TI=5.5 CL. 76' 46' 34' 10' 14' EXIST. E.P. 2 2% -0.12' LEVEL LINE �j R/W 5.5' 0.5' 30' w D z Li Q w Q PROP. SIDEWALK EX. R/W SOUTH I EXIST. AC i PAVEMENT TO BE REMOVED AND REPLACED kkY%krUOKU it UKAWINLI REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: o THE CENTERLINEOFMILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DEVELOPMENT & ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA BEING N89'46 38 E PER M.B. 193/1-2E COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q,els� TG PLANNING AND CIVIL ENGINEERING STREET IMPROVEMENT PLAN ae �Ls F` �� . Co �E, DRAWN BY: SCALE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 hN 2 3536 CONCOURS STREET, SUITE 220 ONTARIO CA 91764 1 W c No. 65195 fl JAJ TRACT , 6518 AS SHOWN DIAL TWD W❑RKING BENCH MARK: #255 d l (909) 581-7212 PHONE (909) 581-7217 FAX DESIGNED BY: DATE BEFORE DAYS BEFORE LOCATED AT THE INTERSECTION OF THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * 07 * Uq,1 T TLE SHEET APR 2006 Expi 9-30-07 YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE �'�. tiQ' DATE 9/67 ELEV 1358.51 PK NAIL BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q�e CIv1� p��' '�� _p� CHECKED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 WEST END SW CURB RETURN I CALIF LZ G� 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �� 0 3 04 V��`I ( ELEVATION: 1358.51 STANDARDS IN EFFECT. MANUEL DE JESUS GONZAL S, RCE 65195 (EXP. 9-30-07) DATE e MJG ITY ENGINEER R.C.E. 51152 DATE 4041 g Z Q F - :z w O I - w Li V) Do Ln Q0 0 F - Q \ PROP. 6 %AC LPROVIDE I PROP. SWALE PROP. CURB PAVEMENT FL QUANTITIES & GUTTER REDWOOD HEADER OR THICKEND FOOTING OR APPROVED EQUAL, 29,424 SF. IF REQUIRED BY INSPECTOR MILLER AVE. TYPICAL SECTION 56,686 SF. NOT TO SCALE 658 LF. TI=9.0 2,785 LF. CL. R/W EX. R/W 4 WEST EAST 5 EA. 64' - 1,067 SF. 34' 30' 18,982 SF. 10' LANDSCAPE 12' 40' 12' 4 EA. LETTER LOT 22' 18' 5' S' - 7 EA. - - EA. 2' EXIST. AC 2' PAVEMENT - 3 EA. PROP. 6' BLOCK WALL 29, __2 2% --2 7 EA. PER SEPARATE _ _ _ _ - - LF PLAN/PERMIT EXIST. CURB 21,610 SF. & GUTTER EXIST. SIDEWALK VESSIO 36 EA/4788 SF 19 ,esus FZ PROP. SIDEWALK 2 EA. � Oe0 c� - 76 LF. ��,Q co No 6 195 cD m MAPLE AVE. TYPICAL SECTION w 6Exp: 9 30.0 * NOT TO SCALE * \� TI=6.5 - 220 SF s�, CIV1\1 q ,nQ� kkY%krUOKU it UKAWINLI REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: o THE CENTERLINEOFMILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DEVELOPMENT & ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA BEING N89'46 38 E PER M.B. 193/1-2E COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q,els� TG PLANNING AND CIVIL ENGINEERING STREET IMPROVEMENT PLAN ae �Ls F` �� . Co �E, DRAWN BY: SCALE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 hN 2 3536 CONCOURS STREET, SUITE 220 ONTARIO CA 91764 1 W c No. 65195 fl JAJ TRACT , 6518 AS SHOWN DIAL TWD W❑RKING BENCH MARK: #255 d l (909) 581-7212 PHONE (909) 581-7217 FAX DESIGNED BY: DATE BEFORE DAYS BEFORE LOCATED AT THE INTERSECTION OF THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * 07 * Uq,1 T TLE SHEET APR 2006 Expi 9-30-07 YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE �'�. tiQ' DATE 9/67 ELEV 1358.51 PK NAIL BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q�e CIv1� p��' '�� _p� CHECKED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 WEST END SW CURB RETURN I CALIF LZ G� 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �� 0 3 04 V��`I ( ELEVATION: 1358.51 STANDARDS IN EFFECT. MANUEL DE JESUS GONZAL S, RCE 65195 (EXP. 9-30-07) DATE e MJG ITY ENGINEER R.C.E. 51152 DATE 4041 g Z Q F - :z w O I - w Li V) Do Ln Q0 0 F - Q