A477 - A482 - Laserfiche WebLink

Home Browse Search

SIGNING AND STRIPING NOTES F1 REMOVE STOP AHEAD LEGEND [2]REMOVE AND SALVAGE ROADSIDE SIGN AND POST Ell STA. 29+34- -L -M T --G F S L -U- RRY S -E -Ai -CONFORM TO• -E -X -IS -TING - --�;TRIPING - AVOID CUTTING UNDERGROUND UTILITY LINES IT'S COSTLY. Call before you Dig, 1-800-642-2444 UNDERGROUND SERVICE ALERT(USA) DRAWN BY .�.. - DATE 2 Austin 03/ic FILE NAME DRAWER ARCH AND AUSTIN IMPRbVEMENTS.DWG SEALED TO LIP OF EXISTING CURB AND GUTTER OR EDGE OF -� _— —_ __ __ _ _ ___-_____.._____________ __.—-..____ _ __ .. �._.. _----___---------------- -------------- __Y___-� -_____ -- -------------------------------'-- ------ -- - - ----- -- - -'---- - -- --- - -- - "'------------ ----- -- - --- - f l 9 _ ��,�_� .�-.—.-i-.�.�. _-T�^:=�=�.:RFs.a.�.;a.�_i=°•-=�.,�:�..--_.'-'��_�_�---..=._ e =-x__ �� 171 - - ' - - -34- - - - r - Q -- — m T-= _ _ -- -- - - - --------- -- as 4o h� � _----.�---.., y =__s;..._=-�= ._.......... U3 -- `-- __ ... --- --- --- `"_ - �a3 45--- •-- --- - 0 LIMITS OF LATEX MODIFIED SLURRY SEAL I PROJECT ENGINEER DATE CHECKED DATE A�� SHEET NO. ACAD 14-1 /\Sjp"-,org\aha—\Engineering\EUaaign\PRUIECTS\2007\CC Iwatin\PLANSIPlana q_ const. I- P T a9 IL n Limits of Clearing and Grubbing 11 I - 4k STA. 23+92 - ---�LIMiT OF SLURRY SEAL n. t -.?.l k,. c... Cn4cR-1.6-'{ C Lam. f LD rz. s A, - C. d `{ sw-LA, 1 GNL--%z RECORD Corrections By No Chwiges By Date Any Parson UsIng This nrawing Should Verily All information By inspectt% The Site Of Wor{ -L4MIT 4F SLURRY S€AE-- -�400' FROM 'INT-E-RS'ECTf04 - -_ -- -- i .. - _ .�_.............--- - --- -- _ --- ---------------- - ------- 5 5 57 :S 55 56 Aim ---__�__- L4 ..------------------------ _ __ __________________________----- -._------- ---- - ... - ----•---_...._... _-._...._.._... ' B N SF ACCESS ARCH ROAD D ' F2 EP BNSF INTERMODAL. FACILITY EP IEP --*-J' Width: 24' - 78' LOW- VqA>-r.. , Ale- SHOULDER leSHOULDER DETAIL Existing Roadway SHOULDER DETAIL with Curb & Gutter (Typ) without Curb & Gutter (Typ) TYPICAL .�.. - Arch Road Austin - _.. Kim SEALED TO LIP OF EXISTING CURB AND GUTTER OR EDGE OF PAVEMENT. 3• ALL EXISTING MANHOLE FRAMES AND COVERS AND CONCRETE GUTTERS SHALL BE FREE FROM LATEX ASPHALT EMULSION AT THE COMPLETION OF THE PROJECT. 4. SURFACE PREPARATION WORK SHALL BE AS DIRECTED BY Limits of Clearing and Grubbing 11 I - 4k STA. 23+92 - ---�LIMiT OF SLURRY SEAL n. t -.?.l k,. c... Cn4cR-1.6-'{ C Lam. f LD rz. s A, - C. d `{ sw-LA, 1 GNL--%z RECORD Corrections By No Chwiges By Date Any Parson UsIng This nrawing Should Verily All information By inspectt% The Site Of Wor{ -L4MIT 4F SLURRY S€AE-- -�400' FROM 'INT-E-RS'ECTf04 - -_ -- -- i .. - _ .�_.............--- - --- -- _ --- ---------------- - ------- 5 5 57 :S 55 56 Aim ---__�__- L4 ..------------------------ _ __ __________________________----- -._------- ---- - ... - ----•---_...._... _-._...._.._... ' B N SF ACCESS ARCH ROAD D ' F2 EP BNSF INTERMODAL. FACILITY EP IEP --*-J' Width: 24' - 78' LOW- VqA>-r.. , Ale- SHOULDER leSHOULDER DETAIL Existing Roadway SHOULDER DETAIL with Curb & Gutter (Typ) without Curb & Gutter (Typ) TYPICAL SECTION Arch Road Austin Road 4' Min. *0.15' —'[150' Asphalt Concrete PAVEMENT REPAIR (TYPE 1),,DETAIL Note: Width (4' minimum). Approximate ' �7t►��' dimensions used for estimating purposes are available upon request. Dimensions and locations are subject to change at Engineer's discretion. * At locations where traffic loop detectors are to be installed on Arch Road & BSNF Access, the pavement repair shall be held 0.15' below the surface of the Existing pavement until the installation �)i the traffic loops is complete. 4' Min. A��rz741 ;' *0.15' r- 4;00' Asphalt Concrete (Max. lift thickness: 0.4') • f''AVEMENT REPAIR (TYPE 2) DETAIL - Note: Width (4' minimum), Approximate dimensions used for estimating pu`poses are ovoiloble upon request. Dimensions and lacatlans are subject to change at Engineer's discretion. -&T-A 13+27---- -HMiT OF SLUF'•RY SEAL * At locations where t-cffic loop detectors -V are to be installed on Arch Road & BNSF Access, the pavement repair shall be held 0.15' below the surface of the existing pavement until the installation of the traffic loops is complete. I GENERAL NOTES ONE WEEK PRIOR TO THE START OF WORK, THE CONTRACTOR APPROVAL RECOMMENDED DATELATEX MODIFIED SLURRY SEAL APOH ROAD AND AUSTIN ROAD IMPROVEMENTS S�� TOTAL r5 ��/ra COUNTY NTY OF SAN J OAC�U I N SCALE: 1 " -= 60 PLAN & CONSTRUCTION DETAILS ��.4 mile w/o Austin Road to Austin Road} 3 5 SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL BY THE ENGINEER. NO WORK SHALL COMMENCE UNTIL THE TRAFFIC CONTROL PLAN IS APPROVED BY THE ENGINEER. 2. ALL INTERSECTION RADII WITHIN PROJECT LIMITS SHALL BE SEALED TO LIP OF EXISTING CURB AND GUTTER OR EDGE OF PAVEMENT. 3• ALL EXISTING MANHOLE FRAMES AND COVERS AND CONCRETE GUTTERS SHALL BE FREE FROM LATEX ASPHALT EMULSION AT THE COMPLETION OF THE PROJECT. 4. SURFACE PREPARATION WORK SHALL BE AS DIRECTED BY THE ENGINEER. LOCATIONS AND DIMENSIONS OF PAVEMENT REPAIR WILL BE DETERMINED BY THE ENGINEER. ALL BELOW GROUND WORK, INCLUDING BUT NOT LIMITED TO: FOUNDATIONS, PULL BOXES, CONDUITS, PAVEMENT REPAIR, AND LOOP DETECTORS SHALL BE COMPLETED PRIOR TO PLACING SLURRY SEAL. 5. PLACEMENT OF SLURRY SEAL SHALL NOT BEGIN UNTIL THE ASPHALT CONCRETE USED IN PAVEMENT REPAIR HAS BEEN IN PLACE FOR 12 HOURS, S. THE AGGREGATE FOR LATEX MODIFIED SLURRY SEAL SHALL 2 BE TYPE Il. 7. PRIOR TO SLURRY SEAL THE CONTRACTOR SHALL REFERENCE CENTERLINE STATIONING. APPROVAL RECOMMENDED DATELATEX MODIFIED SLURRY SEAL APOH ROAD AND AUSTIN ROAD IMPROVEMENTS S�� TOTAL r5 ��/ra COUNTY NTY OF SAN J OAC�U I N SCALE: 1 " -= 60 PLAN & CONSTRUCTION DETAILS ��.4 mile w/o Austin Road to Austin Road} 3 5