My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
B596 - B800
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer B
>
B585 thru
>
B596 - B800
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/17/2025 3:04:30 PM
Creation date
11/17/2023 10:30:40 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for the Construction on State Highway
Limits
In San Joaquin County About 19KM West of Modesto From 0.1KM West of Service Road Overcrossing to Delta Mendota Canal Bridge
Year
2010
Project Engineer
Juan R. Zuniga
Red Lines
Yes
Supplemental fields
Cross Ref
B596 - B800
DocCategory
Improvement Plans
Type
Construction on State Highway
Jump to thumbnail
< previous set
next set >
Text box
ID:
1
Creator:
Created:
11/20/2023 11:07 AM
Modified:
11/20/2023 11:07 AM
Text:
B667
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
223
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
CONSTRUCTION AREA SIGNS (SC PLANS) <br />SIGN <br />No. <br />SIGN <br />CODE <br />SIGN MESSAGE <br />PANEL SIZE <br />mm x mm <br />No. OF POST <br />AND SIZE <br />mm x mm <br />No. OF <br />SIGNS <br />IEA) <br />1 <br />C30A CA <br />SHOULDER CLOSED <br />1219 x 1219 <br />1-140 x 140 S <br />4 <br />2 <br />C24 CA <br />SHOULDER WORK AHEAD <br />1219 x 1219 <br />1-140 x 140 5 <br />4 <br />3 <br />W21 -5b <br />RIGHT EFT SHOULDER CLOSED AHEAD <br />1219 x 1219 <br />1-140 x 140 S <br />2 <br />4 <br />R11-2 <br />ROAD CLOSED <br />1219 x ]62 <br />BARRICADE <br />22 <br />5 <br />W20-3 <br />ROAD CLOSED AHEAD <br />1219 x 1219 <br />1-140 x 140 S <br />2 <br />6 <br />W20-2 <br />DETOUR AHEAD <br />914 x 914 <br />1-89 x 140 S <br />5 <br />] <br />SC9 CA <br />FWY DETOUR ARRO <br />914 x 914 <br />1-89 x 140 S <br />3 <br />8 <br />M4 -Ba <br />END DETOUR <br />610x45] <br />1-89 x 89 S <br />5 <br />9 <br />C30 CA <br />LANE CLOSED <br />1219 x 1219 <br />1-140 x 140 S <br />2 <br />10 <br />M4-9 <br />DETOUR LEFT RIGHT ARRO <br />1219 x 914 <br />1-140 x 140 S <br />3 <br />11 <br />SC3 CA <br />DETOUR ARRO <br />1219 x 45] <br />1-89 x 140 5 <br />5 <br />12 <br />C12 CA <br />NARROW LANES <br />1219 x 1219 <br />1-140 x 140 S <br />3 <br />13 <br />D3 <br />BIRO ROAD SEE SIGN DETAIL SHEET SD -3 <br />1200 x a5] <br />SEE NOTE 5 <br />2 <br />14 <br />R1-1 <br />STOP <br />4 <br />15 <br />W4 -4P <br />CROSS TRAFFlC DOES NOT STOP <br />2 <br />16 <br />W4-2 <br />LANE ENDS LEFT, RIGHT <br />1219 x 1219 <br />1-140 x 140 S <br />6 <br />17 <br />W9-1 <br />RIGHT LEF LANE ENDS <br />1219 x 1219 <br />1-140 x 140 S <br />8 <br />19 <br />W3-1 <br />STOP AHEAD <br />1219 x 1219 <br />1-140 x 140 8 <br />4 <br />20 <br />W4- <br />gDOED UNE RIGH <br />1219 x 1219 <br />1-140 x 140 S <br />1 <br />21 <br />C31A A <br />NO SHOULDER <br />1219 x 1219 <br />1-140 x 140 S <br />2 <br />RIGHT NRN ONLY <br />]50 x 900 <br />1-140 x 140 S <br />1 <br />23 <br />561.4 <br />TO <br />600 x 300 <br />1-140 x 140 (S) <br />1 <br />M3-4 <br />WEST <br />600 x 300 <br />1 <br />G28-2 CA <br />132 STATE ROUTE MARKER <br />]11 x 635 <br />1 <br />4 <br />G]]-4 <br />ARROW WEST 132 EAST ARROW <br />2438 x 3048 <br />2-140 x 140 S <br />1 <br />134.3 <br />54].6 <br />92.5 <br />459.] <br />4J <br />44.3 <br />CONSTRUCTION AREA SIGNS NOTES: 10 <br />1. (S) =DENOTES STATIONARY MOUNTED SIGN OffIC <br />2. LOCATIONS OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE. , , a[c <br />EXACT LOCATIONS WILL BE DETERMINED BY TIE ENGINEER Jo <br />3. SEE CS PLANS FOR ADDITONAL CONSTRUCTON AREA SIGNS - <br />4. BARRICADE =DENOTES BARRICADE -MOUNTED CAS PANEL. <br />5. "BIRD ROAD" SIGN WILL BE MOUNTED ON SAME POST AS SIGN "SC3" <br />WHERE SHOVM ON STAGE CONSTRUCTON PLANS <br />TEMPORARY RAILING (TYPE KI AND X13 <br />RO61 <br />TEMPORARY CRASH CUSHION MODULE <br />SHEET N0. <br />DIRECTIDN <br />TEMPORARY <br />RAILING <br />(TWE K) <br />TEMPORAR <br />TRAFFIC <br />SCREEN <br />TEMPORAR <br />CRASH <br />CUSHION <br />MODULE <br />SC -6 <br />WH <br />109.8 <br />109.8 <br />28 <br />SC-] <br />EB <br />268.4 <br />268.4 <br />DETAIL <br />36A <br />SC -9 <br />EB <br />122.0 <br />122.0 <br />DETAIL <br />2] <br />SC -10 <br />WH <br />1]6.9 <br />1]6.9 <br />14 <br />SC -11 <br />WH <br />305.0 <br />305.0 <br />100 mm <br />SOLID <br />YELLOW <br />�SC-12 <br />WH <br />195.2 <br />195.2 <br />14 <br />SC -14 <br />N8 <br />146.4 <br />146.4 <br />SC -15 <br />WB,EB <br />70].6 <br />250.1 <br />t4 <br />TOTAL <br />2031.3 <br />131].6 <br />70 <br />TEMPORARY PAVEMENT DELINEATION QUANTITIES (SC -PLANS) <br />SJ � 132 � 1.5/4.8 <br />20. 2010 <br />DR. 2100 11810 EAST HAZELTON <br />AS BUILT <br />CCNTFACT No. 10-2A7804 <br />C.C.A. DATE 08/ 15/ 2014 <br />F.E. NAME Juan R. Zuhiga <br />SHEET <br />No. <br />TEMPORARY TRAFFIC STRIPE (PAINT) <br />TEMPORARY PAVEMENT MARKER <br />TEMPORARY <br />PAVEMENT <br />MARKING <br />(PAINT) <br />CHANNELIZER <br />(SURFACE- <br />MOUNTED) <br />TYPE III <br />BARRI- <br />CADE <br />REMOVE <br />PAINTED <br />TRAFFIC <br />STRIPE <br />REMOVE <br />T1ERM0- <br />PLASTIC <br />TRAFFIC <br />STRIPE <br />REMOVE <br />YELLOW <br />THERMO- <br />PLASTIC <br />TRAFFIC <br />STRIPE <br />REMOVE <br />THERMO- <br />PUSTC <br />PAVEMENT <br />MARKING <br />REMOVE <br />PAINTED <br />PAVEMEN <br />MARKING <br />REMOVE <br />pAVEMEN <br />MARKER <br />DETAIL <br />1 <br />DETAIL <br />36 <br />DETAIL <br />36A <br />DETAIL <br />8 <br />DETAIL <br />it <br />DETAIL <br />22 <br />DETAiL <br />25 <br />DETAIL <br />2] <br />DETAIL <br />2]B <br />DETAIL <br />27C <br />DETAIL <br />38 <br />RETROREFLECTVE <br />100 mm <br />BROKEN <br />YELLOW <br />200 mm <br />SOLID <br />WHITE <br />200 mm <br />SOLID <br />WHITE <br />100 mm <br />BROKEN <br />WHITE <br />100 mm <br />BROKEN <br />WHITE <br />100 mm <br />SOLID <br />YELLOW <br />100 mm <br />SOLID <br />YELLOW <br />100 mm <br />SOLID <br />YELLOW <br />100 mm <br />SOLID <br />WHITE <br />100 mm <br />BROKEN <br />WHITE <br />200 mm <br />SOLID <br />WHILE <br />TYPE G <br />TYPE H <br />TYPED <br />EA <br />EA <br />EA <br />m2 <br />EA <br />EA <br />m <br />m <br />m2 <br />m2 <br />EA <br />SC -6 <br />231.2 <br />SJ.J <br />5].7 <br />233.5 <br />33 <br />1] <br />13.9 <br />11 <br />316.9 <br />184.3 <br />13.9 <br />4] <br />SC-] <br />596.8 <br />11.7 <br />30 <br />2]2.7 <br />SC -8 <br />40.8 <br />64 <br />SC -9 <br />561.4 <br />561.4 <br />40 <br />7.8 <br />110 <br />296.7 <br />561.4 <br />133 <br />SC -10 <br />134.3 <br />54].6 <br />92.5 <br />459.] <br />4J <br />44.3 <br />29 <br />424.4 <br />293.6 <br />406.2 <br />18.J <br />13.9 <br />53 <br />SC -11 <br />659.8 <br />659.8 <br />4] <br />3.9 <br />50 <br />128.5 <br />659.4 <br />]4 <br />SC -12 <br />30.2 <br />115.] <br />46.] <br />]5.6 <br />430.1 <br />590.0 <br />23 <br />31 <br />19.5 <br />11 <br />446.6 <br />1]6.8 <br />71 <br />SC -13 <br />350.2 <br />25 <br />11.7 <br />106.2 <br />40.0 <br />35 <br />SC -14 <br />115.7 <br />221.5 <br />1] <br />34 <br />8 <br />102.2 <br />115.] <br />34 <br />SC -15 <br />58.1 <br />198.8 <br />83.2 <br />560.] <br />839.4 <br />343.0 <br />48 <br />40 <br />25 <br />44.3 <br />668.5 <br />]12.5 <br />200.0 <br />29.5 <br />33.4 <br />85 <br />SC -16 <br />419.] <br />839.4 <br />11] <br />4.9 <br />21 <br />3 <br />160.0 <br />80.0 <br />24 <br />SC -1] <br />118.4 <br />640.3 <br />1068.0 <br />291.] <br />41 <br />45 <br />304 <br />40 <br />1116.8 <br />J.0 <br />J.0 <br />SC -18 <br />318.5 <br />401.8 <br />315.5 <br />83.3 <br />13 <br />29 <br />8 <br />755.6 <br />43.3 <br />11.7 <br />SC -19 <br />4.9 <br />4 <br />3 <br />SC -21 <br />6 <br />SC -26 <br />28 <br />393.4 <br />15]5.4 <br />818.2 <br />146 <br />SC -2] <br />82 <br />1130.1 <br />505.1 <br />513.0 <br />129 <br />SC -28 <br />88 <br />2]44.4 <br />499.2 <br />2]8.8 <br />6].6 <br />58 <br />SC -29 <br />293.0 <br />293.0 <br />22 <br />7] <br />4 <br />SC -30 <br />6 <br />1836.4 <br />591.] <br />1219.0 <br />18.7 <br />58 <br />SC -31 <br />809.4 <br />110.0 <br />23.4 <br />Sub -Total <br />58.1 <br />30.2 <br />115.] <br />48.7 <br />845.4 <br />618.6 <br />4114.] <br />8]5.4 <br />6321.5 <br />5].] <br />951.5 <br />158 <br />360 <br />1]6 <br />19].3 <br />68] <br />16 <br />9878.9 <br />6050.5 <br />5362.8 <br />69.1 <br />1]5.7 <br />947 <br />otal SC <br />14 03].5 <br />694 <br />19].3 <br />667 <br />i6 <br />98]8.9* <br />6050.5** <br />5362.8** <br />69.1** <br />175.7* <br />947*" <br />1. SEE PDQ SHEETS FOR ADDI110NAL PAVEMENT DELINEATON OVANTITES. <br />"2. THIS DUANPTY REFERS TO THE REMOVAL OF THE TEMPORARY TRAFFIC STRIPE (PAIN» <br />'� AND PAVEMENT MARKING (PAIN» THAT WAS USED DURING STAGE CONSTRUCTON. <br />� ""3. QUANTTY INCLUDED IN PAVEMENT DELINEATON DUANTTY SHEETS. <br />�� <br />eoRD6R usT RE <br />STAGE CONSTRUCTION <br />AND TRAFFIC HANDLING <br />QUANTITIES <br />SCQ-1 <br />CU 0625] IEA 2AT801 <br />
The URL can be used to link to this page
Your browser does not support the video tag.