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Home My WebLink About3434-1(NERAL NOTES SHALL 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 1. C� OAF FONTANA STAND PLANS, THCE E WITH PROVISIONS CTHESE PLANS, ME ONFORM TOBE PTHEVCITY OAT F HE TIME OF FONTANA STANDARDUCTIOILS. SHALL ITRAVIT A70e KwAff AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ATU 022 0 8003-ag + CONSTRUCTION (`GREEN BOOK'. ALL REFERENCE SPECIFICATIONS 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, RANCFIO AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE COLOR AND FINISH TO MATCH EXISTING CONCRETE i i i i i ` - - - - - - NOTED. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF _ ► �- WN C 1 -.a-----_ �. s� 41 -- THE CURB AT THE LOCATION OF THE SEWER LATERAL. - - - - - - _ ,o - - - - - 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING = _ = - - - - - = _ - _ - - - - - - - Aoms 0 DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO 39 STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. �. -� -- - - TRACTPRECEDENCE PROVISIONS IN THE GREEN BOOK , THE CONTRACTOR - ----C-------+----}---+- -- -- - .- - - -- - - - - - - - SHALL IMMEDIATELY REPORT SAID CONFlJCT TO THE CITY ENGINEER 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND b478 FOR RESOLUTION. APPROVED PRIOR TO PAVING OF STREETS. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 30• APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT CITY ENGINEER. PAVEMENT PRIOR TO PLACEMENT. 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 I`ONIANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. ------------ i DIVISION PRIOR TO THE START OF ANI' WORK. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL ( 2 INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO BY A WORKING DAYS PRIOR TO THE STFOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED ART OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA------------ FORAPPROVAL UPON COMPLETION OF ROUGH GRADING. t 3 5. THE CONTRACTOR SWILL CONFORM TO ALL TRAFFIC CONTROL 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF SWILL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC UPON COMPLETION OF PAVING. -� t EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I � ( 4 ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN . CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. i-------- BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES - 0 - t 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,Q 5 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION 0>;1 I OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH TO THE SATISFACTION OF THE CITY ENGINEER. �------------ FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO I t 6 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGSt FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE TO THE CITY ENGINEER. L-------- 14--- GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS THANOF THE DIVISION OF NFIVE (AL S TRENCHES LESS AETY FL THE STATE CALIFORNIA CU OF FONT UTILITY NOTIACATION LIST \� 7 FIVE (5) FEET SHALL ALSO BE GUARDED WHEN - %�, I C� THE POTENTIAL FOR GROUND MOVEMENT EXISTS. CITY OF FONTANA S.B.C. INC. I ___________ 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 8353 SIERRA AVENUE 3939 E CORONADO STREET / THATRIGHTPURPOSE. WITHOUT OBTAINING A SEPARATE PERMIT FOR FONT A, CA 66 235 ANAHEIM 666-5-5500 7 ��\ t 8 10. THE LO ATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY 1981 W. LUGONIA AVENUE (800) 227-2600 ��\ 9 OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE REDLANDS, CA 92374 LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO (909) 335-7547 PACIFIC BELL CO. EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE EMERGENCIES: (800) 427-2200 3939 E CORONADO STREET CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT ANAHEIM, CA 92807 -------- -------- �p 1-800-227-2600 TWO WORKING t1r4YS BEFORE EXCAVATION. SO. CALIF. EDISON COMPANY (714) 666-5467 300 N. PEPPER AVENUE 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL RIALTO, CA 92376 VERIZON (TELEPHONE) UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 909 820-5598 - UNDERGROUND 1400 E PHILIPS BLVD. ; TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 I LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 213 637-1233 - PIPELINES (800) 422-4133 � , ' PLANS I C , 9 ISO MEMEMEW I I�1 �li FIRE HYDRANT S SEWER MAIN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED w1i PROPOSED STREET LIGHT RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED 25 MILES PER HOUR. DENSITY IS OBTAINED. GRIND 0.10' MIN. 5' 1' PROPOSED AC PAVEMENT 1' 10' 20' 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, EA EACH I� ' I■I SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY SF SQUARE FEET 1 ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT BASIS OF BEARINGS: � , ' PLANS I C , 9 ISO MEMEMEW I VICINITY MAP NTS ATUPJADR/E CONSTRUCTION NOTES ESTIMATE OF OUAMTi1ES O1 -CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12- OF 95X COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32) 75,995 S.F. 1A CONSTRUCT 5.5' AC PAVEMENT (MIN.) OVER 12' OF 95X COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32) 16,250 S.F. i CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. N0. 1003 3,703 LF. CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 691 LF. _-___ _ ____ T_ &- CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. N0. 104 (MODIFIED 8' WIDTH) 640 S.F. &_ SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT UNE 2,676 S.F. 0 6O- GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY 1,772 S.F. O7 - CONSTRUCT STAND CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 4 EA, 80-- CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, WIDTH 16', UNLESS NOTED OTHERWISE 4,480 S.F. I &- ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. N0. 109 14 EA 10 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015 23,410 S.F. I 11 CONSTRUCT 8' PCC MEDIAN CURB ONLY PER CITY STD. DWG. NO. 1003 488 LF. 12 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. DWG. I e� ssioNgt N0. 300-2 (SEE DETAIL ON SHEET 8) 2 F 13 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER Am STD. m DWG NO. 313-1, CASE B (SEE DETAIL 2 ON SHEET 8) a No. 43978 m 1EA -------------� Exp. s'=or%' �' 1 INSTALL 58W LUMEN HPSV STREET LIGHT (70 WATTS, 17) ON I ` ;� 14 25 FT. MARBEIM POLE OR APPROVED EQUAL PER CITY SID. 9 EA. DWG NO. 1016 PER STREET LIGHTING PLAN ° cA��F @_REMOVE EXISTING CURB AND GUTTER 137 LF. 16 SAWCUr AND REMOVE EXISTING SIDEWALK 510 S.F. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 909 357-6505 - DISTRIBUTION t �7SEWER STORM RAIN RECORD DOCUMENT 17 INSTALL STOP SIGN PER CITY STD, DWG, N0. 139 2 EA COMPANIES SHALL IR GIVEN TWO WORKING DAYS NOTICE PRIOR TO 800 227-2600 FONTANA WATER COMPANY 4 / EASEMENT WIDTH V ES WORK AROUND THEIR FACILITIES. \ _ � _ - � ADELPHIA (CABLE TV) 8440 NUEVO AVENUE - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ These Re -c/o rd Documents have been prepared 18 INSTALL STREET NAME SIGN PER CITY STD. DWG. N0. 139 5 Ek 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ------ � 1 a o a i based on information provided b others. The 19 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. N0. 118 1 EA. MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. ONTARIO, CA 91761 (909) 822-2201 i ATU (0,920-1,91'04 , I P Y o-- / i Design Pr fessional has not verified the accuracy CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER (714) 666-5500 FAX: (909) 823-5046 ,� ; ' i 9 "� 20 PROTECT IN PLACE 6 EA. I� and/ F-com leteness of this information and shall COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. INDEX MAP not be responsible for any errors or omissions 21 RELOCATE EXISTING STREET LIGHT WITHIN THE NEW PARKWAY PER STREET LIGHTING PLAN 1 EA 13. CURVE DATA REFERS TO THE FACE OF CURB. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: SCALE 1'=80' chJ`/%.A�� may be incorporated herein as a result 22 TO BE RELOCATED 2 EA. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS, EXCEPT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES (o-7-0j-� oWHERE OTHERWISE NOTED. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDSE aSTw CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER APWA STD. DWG NO. 313-1, CASE B R/M� THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, RPR IwSED DATE 23 MODIFIED N=2.5 (SEE DETAIL 1 ON SHEET 8) 1 EA 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE 8� ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE R/W R/W TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 43' 43' EMM PROPOSED FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 250 18' I R 5' I ' 5' I VARIES 85 CONTROL STAKING DURING CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 0 84' TO 1.07' I 6' 43. i PUE 23' 23' PUE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME (• ) 43 I 16. THE CONTRACTOR SWILL NOT DISTURB EXISTING SURVEY MONUMENTS, SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE I I 25' 18' TOE OF SLOPE i 1' S' 18' 18' S' 1' MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND THE CITY ENGINEER. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND I 6 5 I , NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER VARIX X Q94xAR�ES a_ EQ Dmf'' 0.84' TO 1.07')6 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY .3476 �� , �2 22X• ' = I Nom• 3109 S ( I o i 2 SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SWILL BE DONE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF / BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF OF THE DESIGN PROFESSIONAL , : , y 5 0.5 t 0 IES_ _ 0 VqR� yr , I 2 z. _ _ _ _ _LEVEL UNE- _ - 2�- _ _ ? 7 THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SWILL \ 1.3V4X T 164% 94 To 22?X ' �_ - i : - r_-\ NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO , t THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER UNAUTHORIZED CHANO AND USES: 15 REMOVE EXIST. CURB, ( I 10 10 REPLACEMENT OF THE MONUMENT. TYPICAL SECTION is GUTTER do SIDEWALK THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE WALNUT AVENUE FROM STA. 33+64.44 5 /�! ,� /� ' 2 TYP" SECTION 2 OF SOLOPE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE TO STA. 34+00.00 1 �' LOCA STREE r- RMI 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. STATION 33+50!82 TO � ,�� 1A % � 3 LISA DRIVE AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL _ T1- � Tl - 65 TYPICAL SECTION BE MAINTAINED AT ALL TIMES !N THE CONSTRUCTION AREA FOR NOT TO SCALE NOT TO SCALE RESIDENTS AND EMERGENCY VEHICLES. LEGEND; R/yy � R/W WALNUT AVENUE FRONT YARD CONDITION 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE II STATION � TO 36+99A8 R�' � R/IM TYP. MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT -0- EXISTING STREET LIGHT W WATER MAIN 60' 5' I OR ALL TIMES. 30' PUE = 65 r�' LOT -A - � T.L 5 I I�1 �li FIRE HYDRANT S SEWER MAIN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED PROPOSED STREET LIGHT RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED 25 MILES PER HOUR. DENSITY IS OBTAINED. GRIND 0.10' MIN. 5' 1' PROPOSED AC PAVEMENT 1' 10' 20' 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, EA VICINITY MAP NTS ATUPJADR/E CONSTRUCTION NOTES ESTIMATE OF OUAMTi1ES O1 -CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12- OF 95X COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32) 75,995 S.F. 1A CONSTRUCT 5.5' AC PAVEMENT (MIN.) OVER 12' OF 95X COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32) 16,250 S.F. i CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. N0. 1003 3,703 LF. CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 691 LF. _-___ _ ____ T_ &- CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. N0. 104 (MODIFIED 8' WIDTH) 640 S.F. &_ SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT UNE 2,676 S.F. 0 6O- GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY 1,772 S.F. O7 - CONSTRUCT STAND CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 4 EA, 80-- CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, WIDTH 16', UNLESS NOTED OTHERWISE 4,480 S.F. I &- ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. N0. 109 14 EA 10 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015 23,410 S.F. I 11 CONSTRUCT 8' PCC MEDIAN CURB ONLY PER CITY STD. DWG. NO. 1003 488 LF. 12 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. DWG. I e� ssioNgt N0. 300-2 (SEE DETAIL ON SHEET 8) 2 F 13 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER Am STD. m DWG NO. 313-1, CASE B (SEE DETAIL 2 ON SHEET 8) a No. 43978 m 1EA -------------� Exp. s'=or%' �' 1 INSTALL 58W LUMEN HPSV STREET LIGHT (70 WATTS, 17) ON I ` ;� 14 25 FT. MARBEIM POLE OR APPROVED EQUAL PER CITY SID. 9 EA. DWG NO. 1016 PER STREET LIGHTING PLAN ° cA��F @_REMOVE EXISTING CURB AND GUTTER 137 LF. 16 SAWCUr AND REMOVE EXISTING SIDEWALK 510 S.F. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 909 357-6505 - DISTRIBUTION t �7SEWER STORM RAIN RECORD DOCUMENT 17 INSTALL STOP SIGN PER CITY STD, DWG, N0. 139 2 EA COMPANIES SHALL IR GIVEN TWO WORKING DAYS NOTICE PRIOR TO 800 227-2600 FONTANA WATER COMPANY 4 / EASEMENT WIDTH V ES WORK AROUND THEIR FACILITIES. \ _ � _ - � ADELPHIA (CABLE TV) 8440 NUEVO AVENUE - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ These Re -c/o rd Documents have been prepared 18 INSTALL STREET NAME SIGN PER CITY STD. DWG. N0. 139 5 Ek 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ------ � 1 a o a i based on information provided b others. The 19 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. N0. 118 1 EA. MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. ONTARIO, CA 91761 (909) 822-2201 i ATU (0,920-1,91'04 , I P Y o-- / i Design Pr fessional has not verified the accuracy CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER (714) 666-5500 FAX: (909) 823-5046 ,� ; ' i 9 "� 20 PROTECT IN PLACE 6 EA. I� and/ F-com leteness of this information and shall COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. INDEX MAP not be responsible for any errors or omissions 21 RELOCATE EXISTING STREET LIGHT WITHIN THE NEW PARKWAY PER STREET LIGHTING PLAN 1 EA 13. CURVE DATA REFERS TO THE FACE OF CURB. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: SCALE 1'=80' chJ`/%.A�� may be incorporated herein as a result 22 TO BE RELOCATED 2 EA. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS, EXCEPT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES (o-7-0j-� oWHERE OTHERWISE NOTED. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDSE aSTw CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER APWA STD. DWG NO. 313-1, CASE B R/M� THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, RPR IwSED DATE 23 MODIFIED N=2.5 (SEE DETAIL 1 ON SHEET 8) 1 EA 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE 8� ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE R/W R/W TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 43' 43' EMM PROPOSED FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 250 18' I R 5' I ' 5' I VARIES 85 CONTROL STAKING DURING CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 0 84' TO 1.07' I 6' 43. i PUE 23' 23' PUE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME (• ) 43 I 16. THE CONTRACTOR SWILL NOT DISTURB EXISTING SURVEY MONUMENTS, SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE I I 25' 18' TOE OF SLOPE i 1' S' 18' 18' S' 1' MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND THE CITY ENGINEER. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND I 6 5 I , NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER VARIX X Q94xAR�ES a_ EQ Dmf'' 0.84' TO 1.07')6 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY .3476 �� , �2 22X• ' = I Nom• 3109 S ( I o i 2 SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SWILL BE DONE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF / BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF OF THE DESIGN PROFESSIONAL , : , y 5 0.5 t 0 IES_ _ 0 VqR� yr , I 2 z. _ _ _ _ _LEVEL UNE- _ - 2�- _ _ ? 7 THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SWILL \ 1.3V4X T 164% 94 To 22?X ' �_ - i : - r_-\ NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO , t THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER UNAUTHORIZED CHANO AND USES: 15 REMOVE EXIST. CURB, ( I 10 10 REPLACEMENT OF THE MONUMENT. TYPICAL SECTION is GUTTER do SIDEWALK THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE WALNUT AVENUE FROM STA. 33+64.44 5 /�! ,� /� ' 2 TYP" SECTION 2 OF SOLOPE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE TO STA. 34+00.00 1 �' LOCA STREE r- RMI 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. STATION 33+50!82 TO � ,�� 1A % � 3 LISA DRIVE AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL _ T1- � Tl - 65 TYPICAL SECTION BE MAINTAINED AT ALL TIMES !N THE CONSTRUCTION AREA FOR NOT TO SCALE NOT TO SCALE RESIDENTS AND EMERGENCY VEHICLES. LEGEND; R/yy � R/W WALNUT AVENUE FRONT YARD CONDITION 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE II STATION � TO 36+99A8 R�' � R/IM TYP. MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT -0- EXISTING STREET LIGHT W WATER MAIN 60' 5' I OR ALL TIMES. 30' PUE = 65 r�' LOT -A - � T.L 5 I 30 i , i TOE 20 10 1 � OF SLOPE o I 6' 4' � 2, 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. I• FIRE HYDRANT S SEWER MAIN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED PROPOSED STREET LIGHT RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED 25 MILES PER HOUR. DENSITY IS OBTAINED. GRIND 0.10' MIN. 5' 1' PROPOSED AC PAVEMENT 1' 10' 20' 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, EA EACH ® GRIND AC PAVEMENT 2,� 49 6 I SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY SF SQUARE FEET 1 ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT BASIS OF BEARINGS: SWALES ENTERING OR LEAVING IMPROVEMENTS. � AC PAVEMENT SAWCUT AND REMOVAL PRIOR WRITTEN APPROVAL � LINA � _-- 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL ----- CENTERLINE P.U.E. i PUBLIC UTILITY EASEMENT OF THE CITY INSPECTOR. L.M.E.LANDSCAPE 10 MAINTENANCE EASEMENT 30 i , i TOE 20 10 1 � OF SLOPE o I 6' 4' � 2, 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. - - - - Y TRACT BOUNDAR TOE OF SLOPE 2 TYPICAL SECTION FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE SAWCUr AND REMOVELo -SD- STORM DRAIN EXIST. PAVEMENT LO(,/+( ME.(()' RMI RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. GRIND 0.10' MIN. 5' 1' AT}'IENA DRIVE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES EXIST. PAYMENT AND (MIN.) MIN. OVERLAY 0.10' MIN. NEW PAVEMENT T.L = 55 NOT TO SCALE FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE NON BASIS OF BEARINGS: SWALES ENTERING OR LEAVING IMPROVEMENTS. EXISTING PAVEMENT 0 O REV. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG $ TOLL FREE 1-800-227-2600 c A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' BEARINGS ARE BASED ON THE NORTH UNE OF THE SOUTHWEST QUARTER GRIND & OVERLAY DETAIL OF SECTION 36 BEING N89'59'38"E AS SHOWN ON TRACT MAP 16158-2, NOT TO SCALE MB. 286/1-4. REVISION DESCRIPTION DATE ENGR. CITY DATE S.OL&D CONSTRUCTION OF REgAR® BENCHMARK � MOVEMENTS NOT COAVAm WITHIN PREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET 11536697E AT SOUTHWEST CORNER OF DKJGW MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. REQUIRE REVISIONS TO THE PLANS TO CALIFORNIA, 91730 BRING THEM INTO CONFORMANa WITH FAX (909) 291 60630 C� AND STANDARDS IN EFFECT 12'Er�oi�-� -CR-.&w114 1-7-10- 4 ELEVATION 1365.01 18' 10' I I 2% Nor TO SCALE 86' 43' 43' 25' 25' IMEDIAN FROM STATION 11 ,36+99.48 TO 37+18.00 WALNUT AVENUE STATION 3&"A8 TO 38+05.00 T1=65 NOT TO SCALE Prepared By: O ALLARD ENGINEERING . Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (9 9) 356-1815 Fax (909) 356-1795 1 417,1 61 David S. Hammer, R.C.E. 43976 Da (expires 6/30/2005) 18' 6' SIDE YARD CONDITION , (FOR HELEN TYP. 25' 25' PUE�WAY ONLY) RF�to�sm 1' S' 20' 20' S• 1' i TOE OF SLOPE ?.•� ( o i1 � 1 0 i Z' 2% ---- ---L UNE -----2X r 10 TOE OF SLOPE 2 TYPI „4 SECTION 2 LOCAL STREET -50' RM/ HELEN WAY,BRIINEY DRIVE A ABIGAIL LANE T1=SS NOT TO SCALE QROVESS/OH Z DRAWN BY: w No. 43976m AE * Exp. 6/30/05 * DESIGNED BY: EW �9T CIV 1 �� CHECKED BP - CA P.CAL�FRMF CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRACT NO.16478 SCALE: AS NOTED STREET I OV,EMENT PLAN DATE: APRIL, 2004 PP 0 DRAWING NO.: CITY ENGINEERR.C.E. 51152 •O 3434 8 Filenome: M.M./15911/FINAL DESIGN/STREET/16478-ST-0I.DWG