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Home My WebLink About5099-1C'It Construction Notes Estimate of Quantities General e Notes o 1 Construct Sidewalk per City of Fontana Standard Plan No. 1006 3301 SF _ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, - 47 11 Valle Blvd. - THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS O Construct Driveway per City of Fontana Standard Plan No. 1002 1521 SF J 1 CONSTRUCTION "GREEN BOOK" ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE p " - I � � Construct 8 Curb and 18 Pervious Gutter per detail PG on sheet 1 and City of LATEST EDITION UNLESS OTHERWISE NOTED. O Fontana Standard Plan No. 1000 466 LF ■ 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS Improvemen N THE "GREEN BOOK', THE CONTRACTOR 4 ite Street I t Plans Existing Sidewalk to Remain 0 offs SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. j 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 50 Begin Contruct Sidewalk --- 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. O End Contruct Sidewalk INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE - of x' i O Join Existing Sidewalk per City of Fontana Standard Plan No. 1006 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 Begin Contruct 8" Curb &Gutter PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST End Contruct 8" Curb &Gutter NOM -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. O --- Install Rectangular Pi (size 2 per i f g pe (s e ) p City o Fontana Standard Plan No. 3001. Angle 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 10 1 EA OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. under -sidewalk drain down -stream per same Standard Plan 7. THE CONTRACTOR SHALL OBTAIN A PERMITTO PERFORM EXCAVATION OR TRENCH WORK FOR 11 a Planer Landscape TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL Provide Landscape 0 p p r ' CONC. WALK SAFETY. 12 New AC Pavement. Grind and Overly per detail "A". 6.5" min AC on Valley Blvd, 27 Tons r 0 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE 4.5 min AC on Redwood. 12" of 95°!o compacted native soil both streets GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 3 • 13 Begin New AC Pavement REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES - g --- U LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND ,-;; w „ Sheet 3 14 EnGd New AC Pavement �OyJ - r MOVEMENT. EAR PIKE & W. VALLEY BLVD. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT Of WAY WITHOUT Install 22,000 lumen HPSV Street light (200 WAT; #20), 30 ft Luminaire height ; 15 1 EA Icc, 5 F »T CA OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. - (case 1) per City Std # 404 L . ; �. 10. THE LOCATIONS OF UTILITIES SHOW HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,1+ 1+20 - 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 > 3+20 3+40 3+60 + .8 3+80 4+00 4+20 4 0 . N EE 00 Vicinity Map 10+00 i _ 1 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',-- - c . - S PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND ' = � <: •�.,, "A � ;� 4>' - SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. :""».." ' :y ..._�.�.)' "°""'""" "" :"",.,.."'".. "_ .. ...� .. _ ..«.... .,,-,•--,,,. . .» .:.>9o' ...».,_.�« - �• <• .3' .( 3. •wwnw <>a_ -M -_M- _H.Y.M...ww ' yp..py_wwvww• .w.w•www•w .wem0>s.eeew ew ,ee•+... � - :»_•X'_ --_Y •-_--!<ee_M , � WMM.NN_ewN NMMM•OMIMOIF. _we.MMMYY..?!�•v.-_.....•.r. ...._...+�.. _....Y•.•.n................._...-.._..........r.. _.._-. �.........._..-.... w-. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 09+80 -, w 40 0• _ _ - �, i L3 4-brm . way ♦ ., BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE - ---�•-.-_., w IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL ANO CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND 1 FACILITIES. OU THEIR FAC LI IES 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT 07 WATER MAIN VALVES WITHOU T 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, MONUMENTTIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. • 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, Utility Companies Service Company Phone No. Telephone AT&T (626) 515 - 4346 Gas Southern California Gas Co. (310) 687 - 2020 Electricity Southern California Edison Co. (310) 608 - 5153 Water Golden State Water Co. o (Southern California WTR Co.) (323) 771- 6682 Street Light Edison (800) 792 - 5040 Wast Management Republic Consolidated Disposal (800) 299-4898 MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR = - .� �. 8" curb d` LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS .�, �: , - .x� Pervious e� gyp. Gutter per city standard CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK o\ 08+80 PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. Private Engineers Notice to the Contractor 4. " ..: Q 6 15% Voids • •. • , 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 1itl -•ii l� MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR - The existence and location of Underground utilities or structures shown on the plans Were obtained by08+60 " RESIDENTS AND EMERGENCY VEHICLES. a search of the available records. The contractor shall take due precautions of all recorded utilities as 283' „A: p 36 40% ERE 1/2 Rock - •.. .. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, well as any not shown and shall confirm all alignments and grades by field investigation. -----t- Lij r,;$ iilij INCLUDING ADEQUATE WATERING, AT ALL TIMES. ( : . I l; Q tit 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WINO VELOCITIES EXCEED 25 The contractor agrees that he shall assume sole and complete responsibility for the site conditions08+4 � ! MILES PER HOUR. . - � 0 _ during the course of construction of this protect, including safety of all persons of this protect, that this - Filter fabric 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE ShaII apply ContInUOUSIy and not be Ilmlted t0 normal WOrking hours and that the Contractor ShaII " ` `' side &bottom DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING defend, indemnifyand hold title owner and the engineer harmless from an and all liability, real or , " " W 9 Y tY, Detail PG CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. _ alleged in connection with the performance of work on this project, exception for liability arising from + Pervious Gutter with Standard Curb 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. I negligence 20 the sole negl Bence of the owner or the engineer.. � 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THEMax _ - REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THATPORTION OF THE WORK UNTIL THE � LL_ SPECIFIED DENSITY IS OBTAINED. --- 200 10 20 40 80 24. CARE SHOULD BETAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 'r..,.� .....J. "�' , �,•� � 1 MINIMUM IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEEk MAY REQUIRE TEMPORARY ■ � t• - R IC SUnderground structures.14,GRAPHIC o : - NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. - ( IN FEET) 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL,BE APPROVED AT THECID i inch = 30 ft. (i) 0 +g0 f` TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ' Underground utilities or structures reported by the owner or others, and those shown on the records - - -> 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO MATCH - I r examined, are indicated with their approximate locations and extents. The contractor is required to take 0; EXISTING CONCRETE. due precautionary measures to protect the utilities or structures shown and any other utilities or . -� 74. - 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE ti3.3 O structures found at the site. It shall be the contractor's responsibility to notify the owners of the utilities sia7i63.3 _ L SEWER LATERAL - - 0 X60 �' J or structures concerned before starting work. Proposed Q 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, Ma _ N1Y S'LY INSPECTED AND APPROVED, - RNLI 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF 120.0' : 07+40 STREETS. - _ I l Legend 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO 0.0' 0.0' PLACEMENT. n i 17.01 O ,1 1 7.0'3.0 3.J 10.5 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND Y, 07+20 New AC Pavement APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. : ,3 g 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET �' N Q { H B RECOMMENDED Y NI D - - SECT ONS SHALL EB A GEOTECHNICAL REPORT AN SUBMITTED TO THE CITY OF ,. Lij 07+00 Valle Blvd Typical Section - FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. Y Yp Remove Existing AC Pavement g : z 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED 1 1 �> . NT$ GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING Remove Exlstln A DLI( (T.I. =10.5) Existing e 34. UPON COMPLETION F CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING O 0 : O BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC 06+80 Saw -Cut Line ENGINEER. W'LY '< s ; s.o E'lY 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS - <:: �1 I-- r 6.0 AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. Right of Way Line I . - - - g Y 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO 06+60 / Q :</ I ALL PROVIDE RECORD DRAWINGS T T IENGINEER.F-- k SH ROV COR D NGS 0 HE CITY _ 1, k� 11.0 22.0 22.0 11.0 f�- I I D General Notes For Street 11.10ts _ _ ,\ . ' i�-5.5 .5 5 ' .5 '--1 Street Light o 1. Ornamental street light poles shalt be marblelite or approved equal. os+ao 2. The luminaire shall consist of Cobra Head Cut-off lens on a 6 ft or 8 ft mast arm. 15 ft mast arm : required for street lights on traffic signal pole installations. Redwood Ave Typical Section r NTS 3. Any change m location of street lights from the approved plans is subject'to approval by the City _ Engineer. �y g 9) 4.. Sidewalk w dths to be per approved street improvement plans. A minimum of 4 feet unobstructed ' V sidewalk clearance required behind street light pole. - Y S. All street lights shall be installed per City Std Plan No. 404 Q r .! - Q BENCHMARK Q �► ,, E'sS7 Prepared Under The Sup--, .,.-ion Of CITY 0 FO NTANA CALL �0 R N IA Q 1 SHOULD CONS�IF.��TION OF THE REQUIRED .�',. DRIVE PIN AND CO> TAG TOP CURB 1 W LY OF E. RETURN, NE CORNER AT INT. OF ��r` �. IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN VALLEY BLVD. AND LIVE OAK AVE. PER CSFB 4015-1829 - f < Haiffiam VALLEY BLVD. REDWOOD AVE. PROJECT), - ELEVATION =1058.252' ' o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Abdelhafcez ; DRAWN BY: SCALE: - °� AND CARRIED FORTH IN A DILIGENT A �33s9 - HA - AS SHOWN DIAL ILL ENT M NNER, THE N�. Index She T.B.M. TOP OF F.H. @ NE CORNER VALLEY BLVD. AND REDWOOD AVE TWO WORKING i * * DESIGNED BY: - BEFORE ....� DAYS BEFORE DATE: ELEVATION =1051.769' CSFB 4015-2083 - CITY ENGINEER MAY REQUIRE REVISIONS TO THE • or3o/2alf YOU DIG YOU DIG •` p HA �• 09�22�14 PLANS TO BRING THEM INTO CONFORMANCE WITH ``�-.C../� ��- CHECKED BY: '9 �'`�...-- Date AP OVED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 � - � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HAITHAM A. HAFEEZ R.C.E. 63359 DATE: - -- REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS �S I N EFFECT. i CAL HA rITY FNrINFFR R r F r;119;9 5C19. 9 09+60 ......... ........... ........ .................. .... _.._..._._. . ac bt U, 4is - ...... . z% Max i \ �2% Max 5 SidewalkR AN 12% Max r Sidewalk �2% Max 5.0'ri 'i v 1 '• , .3: �• ham. •,yyw 22• 09+20 '09+00 <... 18" MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR = - .� �. 8" curb d` LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS .�, �: , - .x� Pervious e� gyp. Gutter per city standard CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK o\ 08+80 PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. Private Engineers Notice to the Contractor 4. " ..: Q 6 15% Voids • •. • , 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 1itl -•ii l� MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR - The existence and location of Underground utilities or structures shown on the plans Were obtained by08+60 " RESIDENTS AND EMERGENCY VEHICLES. a search of the available records. The contractor shall take due precautions of all recorded utilities as 283' „A: p 36 40% ERE 1/2 Rock - •.. .. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, well as any not shown and shall confirm all alignments and grades by field investigation. -----t- Lij r,;$ iilij INCLUDING ADEQUATE WATERING, AT ALL TIMES. ( : . I l; Q tit 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WINO VELOCITIES EXCEED 25 The contractor agrees that he shall assume sole and complete responsibility for the site conditions08+4 � ! MILES PER HOUR. . - � 0 _ during the course of construction of this protect, including safety of all persons of this protect, that this - Filter fabric 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE ShaII apply ContInUOUSIy and not be Ilmlted t0 normal WOrking hours and that the Contractor ShaII " ` `' side &bottom DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING defend, indemnifyand hold title owner and the engineer harmless from an and all liability, real or , " " W 9 Y tY, Detail PG CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. _ alleged in connection with the performance of work on this project, exception for liability arising from + Pervious Gutter with Standard Curb 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. I negligence 20 the sole negl Bence of the owner or the engineer.. � 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THEMax _ - REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THATPORTION OF THE WORK UNTIL THE � LL_ SPECIFIED DENSITY IS OBTAINED. --- 200 10 20 40 80 24. CARE SHOULD BETAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 'r..,.� .....J. "�' , �,•� � 1 MINIMUM IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEEk MAY REQUIRE TEMPORARY ■ � t• - R IC SUnderground structures.14,GRAPHIC o : - NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. - ( IN FEET) 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL,BE APPROVED AT THECID i inch = 30 ft. (i) 0 +g0 f` TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ' Underground utilities or structures reported by the owner or others, and those shown on the records - - -> 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO MATCH - I r examined, are indicated with their approximate locations and extents. The contractor is required to take 0; EXISTING CONCRETE. due precautionary measures to protect the utilities or structures shown and any other utilities or . -� 74. - 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE ti3.3 O structures found at the site. It shall be the contractor's responsibility to notify the owners of the utilities sia7i63.3 _ L SEWER LATERAL - - 0 X60 �' J or structures concerned before starting work. Proposed Q 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, Ma _ N1Y S'LY INSPECTED AND APPROVED, - RNLI 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF 120.0' : 07+40 STREETS. - _ I l Legend 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO 0.0' 0.0' PLACEMENT. n i 17.01 O ,1 1 7.0'3.0 3.J 10.5 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND Y, 07+20 New AC Pavement APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. : ,3 g 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET �' N Q { H B RECOMMENDED Y NI D - - SECT ONS SHALL EB A GEOTECHNICAL REPORT AN SUBMITTED TO THE CITY OF ,. Lij 07+00 Valle Blvd Typical Section - FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. Y Yp Remove Existing AC Pavement g : z 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED 1 1 �> . NT$ GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING Remove Exlstln A DLI( (T.I. =10.5) Existing e 34. UPON COMPLETION F CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING O 0 : O BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC 06+80 Saw -Cut Line ENGINEER. W'LY '< s ; s.o E'lY 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS - <:: �1 I-- r 6.0 AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. Right of Way Line I . - - - g Y 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO 06+60 / Q :</ I ALL PROVIDE RECORD DRAWINGS T T IENGINEER.F-- k SH ROV COR D NGS 0 HE CITY _ 1, k� 11.0 22.0 22.0 11.0 f�- I I D General Notes For Street 11.10ts _ _ ,\ . ' i�-5.5 .5 5 ' .5 '--1 Street Light o 1. Ornamental street light poles shalt be marblelite or approved equal. os+ao 2. The luminaire shall consist of Cobra Head Cut-off lens on a 6 ft or 8 ft mast arm. 15 ft mast arm : required for street lights on traffic signal pole installations. Redwood Ave Typical Section r NTS 3. Any change m location of street lights from the approved plans is subject'to approval by the City _ Engineer. �y g 9) 4.. Sidewalk w dths to be per approved street improvement plans. A minimum of 4 feet unobstructed ' V sidewalk clearance required behind street light pole. - Y S. All street lights shall be installed per City Std Plan No. 404 Q r .! - Q BENCHMARK Q �► ,, E'sS7 Prepared Under The Sup--, .,.-ion Of CITY 0 FO NTANA CALL �0 R N IA Q 1 SHOULD CONS�IF.��TION OF THE REQUIRED .�',. DRIVE PIN AND CO> TAG TOP CURB 1 W LY OF E. RETURN, NE CORNER AT INT. OF ��r` �. IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN VALLEY BLVD. AND LIVE OAK AVE. PER CSFB 4015-1829 - f < Haiffiam VALLEY BLVD. REDWOOD AVE. PROJECT), - ELEVATION =1058.252' ' o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Abdelhafcez ; DRAWN BY: SCALE: - °� AND CARRIED FORTH IN A DILIGENT A �33s9 - HA - AS SHOWN DIAL ILL ENT M NNER, THE N�. Index She T.B.M. TOP OF F.H. @ NE CORNER VALLEY BLVD. AND REDWOOD AVE TWO WORKING i * * DESIGNED BY: - BEFORE ....� DAYS BEFORE DATE: ELEVATION =1051.769' CSFB 4015-2083 - CITY ENGINEER MAY REQUIRE REVISIONS TO THE • or3o/2alf YOU DIG YOU DIG •` p HA �• 09�22�14 PLANS TO BRING THEM INTO CONFORMANCE WITH ``�-.C../� ��- CHECKED BY: '9 �'`�...-- Date AP OVED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 � - � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HAITHAM A. HAFEEZ R.C.E. 63359 DATE: - -- REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS �S I N EFFECT. i CAL HA rITY FNrINFFR R r F r;119;9 5C19. 9