|
R/W 30' f�/!?i & CO17S1iZ1C1ion
<br />Limits of Clearing, Grubbing
<br />' Earthwork Misc Area Reconstruction
<br />(Concrete Curb and Sidewalk) Roadway xcavation
<br />16' - °°3'-
<br />- -14'-20' -
<br />I
<br />' 3.5' 4' 21-41 12' -14' f 3' -14'
<br />Roadway
<br />� 2' 2' Widening °
<br />I--EP(Existing) I EP(Existing)
<br />HMA Frontage -\ _ Fykzf;nn Ci irfnrra
<br />0.30 HMA
<br />PCC Valley Gutter
<br />Wo Std R1 2 (Typ) -
<br />8" (Min) Aggregate
<br />Subbase Class 2
<br />R/W
<br />L� - -- -
<br />Earthwork Misc Area
<br />(Concrete Curb and Sidewalk)
<br />30'
<br />mits of Clearing, Grubbing
<br />W-11'
<br />New Surface
<br />2%-4%-
<br />fP/!41 cPc C017SM41CM217
<br />Reconstruction
<br />30'
<br />Limits of Clearing, Grubbing
<br />30'
<br />Limits of Clearing, Grubbing
<br />R/W
<br />Earthwork Misc Area
<br />Concrete Curb and Sidewalk)
<br />2.5 5, '
<br />I
<br />° Conform
<br />2:1 Max (Typ)
<br />New Vertical Curb, Gutter
<br />and Sidewalk SJCo Std R-7
<br />4" (Min) Aggregate
<br />Subbase Class 4
<br />R/W
<br />Earthwork Misc Area
<br />Roadway Excavation (Concrete Curb and Sidewalk)
<br />20' 14'-20'
<br />I 4.5' 3' 9'- 14' � _ - 1 V-1 4'
<br />Roadway Roadway 5
<br />Conform ' Widening Widening '
<br />2:1 Max (Typ) EP(Existing) I EP(Existing)---, �
<br />i New Surface Conform
<br />I Existing Surface �
<br />�2%-4% 2:1 Max (Typ)
<br />2%-4%�
<br />New Roll Curb, Gutter EXISTING ROADWAY
<br />n S111SJC Std R-6 - --
<br />-------------�
<br />a i ewa o
<br />60
<br />HMA ORANGE STREET
<br />0.60 HMA
<br />- New Vertical Curb, Gutter
<br />4" (Min) Aggregate
<br />TYPICAL SECTIONS AND
<br />GENERAL NOTES
<br />WOODBRIDGE STREETS IMPROVEMENTS (PHASE III)
<br />(Orange Street, Carolina Street and Academy Street)
<br />SHEET
<br />and Sidewalk SJCo Std R-7
<br />Subbase Class 4
<br />����,��
<br />Sta 13+20 to Sta 14+57
<br />���
<br />-�'
<br />- 4" (Min) Aggregate
<br />11
<br />iF
<br />Subbase Class 4
<br />R/W
<br />R11W CO/75M11C1iO/7
<br />R/W
<br />30'
<br />30,
<br />Limits of Clearing,
<br />Grubbing and Mailbox
<br />Relocation
<br />Limits of Clearing, Grubbing
<br />i Earthwork Misc Area
<br />Reconstruction
<br />Earthwork Misc Area °
<br />�( Concrete Curb and Sidewalk )
<br />Roadway Excavation
<br />Y
<br />Concrete Curb and Sidewalk)
<br />20'
<br />-20°
<br />5, 2.5'
<br />-6'-20' - 13'-16'-
<br />2.5' 5,
<br />I
<br />Roadway
<br />I
<br />Roadway
<br />Widening
<br />Widening
<br />Conform
<br />EP(Existing)
<br />i EP(Existing)
<br />--
<br />2:1 Max (Typ) ,
<br />_Existing Surface
<br />, New Surface
<br />�2%-4%
<br />I 2%2%-4%-
<br />I- -
<br />EXISTING ROADWAY
<br />2:1 Conform
<br />(Typ)
<br />New Vertical Curb, Gutter and
<br />Sidewalk SJCo Std R-
<br />0.60
<br />HMA
<br />ORANGE STREET
<br />0.60 HMA
<br />New Vertical Curb, Gutter
<br />4 (Min) Aggregate
<br />Sta 11+93 to Sta 13+20
<br />and Sidewalk SJCo Std R-7
<br />Subbase Class 4
<br />4" (Min) Aggregate
<br />Subbase Class 4
<br />4
<br />R/W R/`Y & 610175MUCIion R/W
<br />30' 30'
<br />Limits of Clearing, Grubbing Limits of Clearing, Grubbing
<br />IReconstruction -- -I� Earthwork Misc Area _�
<br />Roadway Excavation
<br />20' 20'
<br />71-89
<br />i Roadway
<br />I EP(Existing) i -EP(Existing)---,,Widening
<br />� Existing Surface New Surface
<br />// .2%-4% 2%-4%-
<br />Z- -------- ------
<br />Existing Vertical Curb, EXISTING ROADWAY
<br />Gutter and Sidewalk _ _ _ _ _ _ _ _ _ _ _
<br />to remain in place 0.60 HMA J 0.60 HMA
<br />ORANGE STREET
<br />Sta 10+16 to Sto 11+93
<br />DRAWN BY
<br />Enrique Sifva
<br />DRAWER
<br />Concrete Curb and Sidewalk),
<br />2.5' I
<br />- 5 --
<br />I
<br />Conform
<br />2:1 Max (Typ)
<br />74"
<br />tical Curb, Gutter
<br />ewalk SJCo Std R-7
<br />) Aggregate
<br />Subbase Class 4
<br />GENERAL NOTES
<br />1. Existing highway and utility facilities must remain in place unless otherwise noted.
<br />2. 0.60' and 0.50' Hot Mix Asphalt Overlay must be placed in three (3) layers of approximate equal thickness.
<br />3. All existing trees, shrubs, fences, concrete walks and other frontage improvements are to remain in place unless otherwise noted.
<br />Payment for removal of trees, shrubs and fences noted in plans must be considered as paid under Clearing and Grubbing.
<br />4. The Contractor will be responsible for adequately scheduling inspection and testing at all facilities constructed under this contract with a
<br />minimum 24 hour notice to the County. All testing must conform to the Standard Specification. All re -testing will be paid by the Contractor.
<br />5. The Contractor must obtain all permits and licenses required for the construction and completion of the project, and must perform all work
<br />in accordance with the requirements and conditions of all permits and approvals applicable to the project.
<br />6. Railroad Note. The Contractor must enter into an Agreement with the Union Pacific Railroad for any work within the Railroad's right-of-way.
<br />See SECTION 5-1.20C Railroad Relations of the Specifications for further details.
<br />7. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes,
<br />and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance.
<br />8. All improvements within the Minor Concrete (Curb, Gutter and Sidewalk) work limits shall be saw cut or removed to the limits shown on the Plans.
<br />Payment for the removal of concrete will be considered included in the contract unit price of removing concrete.
<br />DATE
<br />9115
<br />SHEET NO.
<br />8zQ
<br />R/W
<br />I- 30'
<br />i
<br />Limits of Clearing, Grubbing
<br />f
<br />1P11W COnsfi-UC1ion
<br />Reconstruction
<br />30'
<br />Limits of Clearing, Grubbing
<br />I thwork Misc Area '
<br />Roadway Excavation (Concrete Curb and Sidewalk)
<br />�- - - 20'-21't -- -IN - 16'-21't - - 3' 4.5' -�
<br />---EP(Existing) I EP(Existing)
<br />' Existing Surface
<br />New Surface
<br />IConform I
<br />�2%-4% 2%_ 4%_7777= - 2:1 Max (Typ)
<br />---
<br />EXISTING ROADWAY y.�` Embankment
<br />------------------
<br />Existin Vertical Curb, 0.50 HMA New Roll Curb, Gutter
<br />9 .50 HMA CAROLINA STREET and Sidewalk SJCo Std R-6
<br />Gutter and Sidewalk
<br />to remain in place Sta 12+84 to Sta 13+50 4" (Min) Aggregate
<br />Subbase Class 4
<br />'ON 133HS I �13M` NG
<br />I
<br />R/W R1191 GCS' COI75M11Ct/O/7 R/W
<br />30' 30'
<br />Limits of Clearing, Grubbing Limits of Clearing, Grubbing ,
<br />Earthwork Misc Area Reconstruction Earthwork Misc Area
<br />(Concrete Curb and Sidewalk) Roadway Excavation (Concrete Curb and Sidewalk) ,
<br />-�-- 20 � � 16
<br />0'- 16
<br />I
<br />-- 5' - -4'-20' �'� - - -- 15 -16' - 3' _ � 4.5'
<br />Roadway Widening
<br />EP(Existing) EP(Existing) Roadway
<br />New Surface I Existing Surface Widening
<br />i � Conform '
<br />_ _2%-4% - 1 2%-4% 1 2:1 Max (Typ)
<br />New Vertical Curb, Gutter and
<br />Sidewalk SJCo Std R-7
<br />4" (Min) Aggregate
<br />Subbase Class 4
<br />EXISTING ROADWAY
<br />50 HMA 0.50 HMA
<br />CAROLINA STREET
<br />Sta 10+44 to Sto 12+85
<br />IF
<br />R/W 30, R/!4Y & CO%7S11-c/C11b17
<br />I� Limits of Clearing, Grubbing
<br />' Earthwork Misc Area ReconsLcavation
<br />ction
<br />(Concrete Curb and Sidewalk) Roadway
<br />- - 16 M�, -
<br />19.5'
<br />m
<br />- New Roll Curb, Gutter
<br />and Sidewalk SJCo Std R-6
<br />4" (Min) Aggregate
<br />Subbase Class 4
<br />30' - - R/W
<br />Clearing, Grubbing
<br />--- -- -
<br />Earthwork Misc Area '
<br />(Concrete Curb and Sidewalk)
<br />2.5' 8'- 12'way 4 -8 13 �� -18 , 1.5' - 6.5' 2.5' 5'
<br />5 Road - -- -- Roadway
<br />Widening I Widening
<br />I--EP(Existing) EP(Existing)
<br />' Existin Surface New Sua rf ce
<br />Conform
<br />2:1 Max (Typ)
<br />New Vert Curb, Gutter
<br />and Sidewalk SJCo Std R-7
<br />4" (Min) Aggregate
<br />Subbase Class 4
<br />g I
<br />.2%-4% ° 2%%-4%-
<br />I EXISTING ROADWAY-----------------------------
<br />I
<br />0.60 HMA ACADEMY STREET
<br />Sta 10+46 to Sta 13+50
<br />0.60 HMA
<br />9. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service
<br />lines and laterals. The Contractor must notify members of the Underground Services Alert (U.S.A.) 48 hours in advance of performing
<br />excavation work by calling the toll-free number (1-800-227-2600 or 81 1)
<br />10. The Contractor must field verify all existing highway and utilities facilities' locations and depths. It will be the Contractors' sole responsibility to
<br />locate and protect all existing highway and utility facilities, so that no damage results to them during the performance of this contract. The
<br />Contractor will be required to cooperate with other contractors and utility companies installing new structures, utilities and services to the project
<br />Payment for this work will be considered to be included in the various items of work.
<br />11. The Contractor must place temporary ramps to affected residents' driveways at the end of each working day if a drop off greater than 0.15'
<br />exists. Ramp materials must be consistent with that of the roadbed (or roadway) surface that it is to be placed upon. Payment for this work will
<br />be considered as included in the various items of work.
<br />12. Contractor will remove, salvage, haul and stockpile the existing bridge approach MBGR, wood posts, and old signs at the County's Corporation
<br />Yard located at 1810 East Hazelton Ave, Stockton, California. Contractor will call San Joaquin Road Maintenance at (209) 468-3074 (48) hours
<br />prior to delivering salvaged materials.
<br />13. Fabricated pipe support brackets, Balanced Flexible Expansion Joints, Air Release Valve, couples and welded elbows used for the installation of
<br />the water line attached to the bridge, must be considered as included in the contract unit price paid for the 8"0 DIP pipe.
<br />14. Concrete encasement at the water main line (10 sections), must be included in the contract unit price paid for the 8"0 Plastic Pipe (AWWA C-900)
<br />15. Sidewalk Concrete Safety Edge must be included in the contract unit price paid for the Minor Concrete Curb, Gutter and Sidewalk.
<br />Conform
<br />1 2:1 Max (Typ)
<br />Embankment
<br />New Vertical Curb, Gutter
<br />and Sidewalk SJCo Std R-7
<br />4" (Min) Aggregate
<br />Subbase Class 4
<br />'!00R® 1A
<br />'"IN
<br />C'. �reftwda By, N 103
<br />.hw pss ilk,
<br />Porson Usinq This Drawi
<br />�
<br />information Fty Ins "VB+Mi Verify
<br />Psatirtp The ""' Of Werk
<br />OFESS/py
<br />r No. 42581
<br />\CF cA
<br />David Mend6za
<br />RCE 42581
<br />PROJECT ENGINEER
<br />DATE
<br />CHECKED BY
<br />DATE
<br />COUNTY OF SAN JOAQUIN
<br />NO SCALE
<br />TYPICAL SECTIONS AND
<br />GENERAL NOTES
<br />WOODBRIDGE STREETS IMPROVEMENTS (PHASE III)
<br />(Orange Street, Carolina Street and Academy Street)
<br />SHEET
<br />TAL
<br />SHEETS
<br />�� 6 rA
<br />����,��
<br />,
<br />���
<br />-�'
<br />2
<br />11
<br />
|