My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2200501 thru PS-2201000_ - PS-2200537
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2022
>
PS-2200501 thru PS-2201000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2200501 thru PS-2201000_ - PS-2200537
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/11/2022 4:06:45 PM
Creation date
10/11/2022 4:00:18 PM
Metadata
Fields
Template:
Permits_Development
DocName
PA-2200537
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
Sexton Rd. at Greenleaf Rd.
Address
PO Box 930, Stockton,CA 95201
Application
Pacific Gas & Electric-Stockton
Type
Bore (over 12 inch Dia)
Supplemental fields
Cross Ref
PWP730052
Type (2)
Encroachment Permit (EP)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
COUNTY GENERAL NOTES <br />1. NEITHER WORK ACTIVITY NOR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER <br />SPACE. <br />2. SIGNS ARE ONLY SHOWING TO THE PUBLIC WHEN IN USE. <br />3. SIGNS AND CHANNELIZING DEVICES MUST BE RETROREFLECTIVE OR ILLUMINATED DURING NIGHT OPERATIONS. <br />4. SIGN PANEL SIZES: 36"X36" MIN. ON ROADS <50mph, 48"x48" ON ROADS z 50mph. <br />5. SIGNS ARE SPACED PER THE CA 2014 MUTCD (REVISION 6). <br />6. CHANNELIZING DEVICES SPACING AND TAPER LENGTHS ARE BASED ON THEIR RESPECTIVE CHARTS. (SEE CHARTS <br />THIS PAGE) <br />7. NOTIFY THE LOCAL LAW ENFORCEMENT, FIRE, AND AMBULANCE COMPANIES WITHIN 72 HOURS BEFORE <br />CONSTRUCTION BEGINS. <br />8. CONTRACTOR TO MAKE SURE ALL TRAFFIC CONTROL EQUIPMENT MEETS ALL AGENCY REQUIREMENTS. <br />9. REMOVE ALL CONFLICTING MARKINGS FOR LONG TERM OPERATIONS (3 DAYS OR LONGER). <br />10. THE LOCATION OF THE SIGNS AS SHOWN ON THE ILLUSTRATIONS ARE GUIDELINES AND ACTUAL LOCATIONS WILL <br />DEPEND UPON ALIGNMENT, GRADE, LOCATION OF STREET INTERSECTIONS AND 85% TILE/POSTED SPEED LIMITS/OR <br />PRIMA FACIE. <br />11. WHILE CROSSING INTERSECTIONS DURING MOBILE WORK, WORK MUST FOLLOW THE FLOW OF TRAFFIC AND <br />PROCEED ON A GREEN LIGHT. <br />12. FULL COMPLIANCE IS REQUIRED WITH THE COUNTY AGENCY.(AFFECTS NOTES #20 THRU 22, BELOW) <br />13. PEDESTRIAN ACCESS MUST BE MAINTAINED AS PER THE CA 2014 MUTCD (REVISION 6) STANDARDS AND ADA <br />REQUIREMENTS. <br />14. SIGN SPACING IS PROVIDED IN THE CA 2014 MUTCD (REVISION 6), PART 6. TRAFFIC SPEEDS ARE BASED UPON RADAR <br />MEASUREMENTS OF MOTORISTS. THE MUTCD ALLOWS FOR A "RANGE" IN SIGN PLACEMENT AND WILL BE PROVIDED <br />BY DOT. THE 85% TILE IS USED WHEN AVAILABLE TO PROVIDE A MORE ACCURATE REPRESENTATION OF MOTORISTS <br />SPEEDS. <br />15. ANY WORK WITHIN 200 FT OF A SIGNALIZED INTERSECTION WILL REQUIRE CONTACT AND COORDINATION WITH <br />COUNTY AGENCY PRIOR TO ANY WORK. <br />16. QUALITY STANDARD TO MEET REQUIREMENTS OF SECTION 1A-2 OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC <br />CONTROL DEVICES. <br />17. ALL TRAFFIC CONTROL DEVICES INCLUDING: SIGNS, BARRICADES, VERTICAL PANELS, DRUMS, WARNING LIGHTS, <br />ARROWBOARDS, CHANGEABLE MESSAGE SIGNS, CONES AND TUBULAR MARKERS THAT MEET THE REQUIREMENTS OF <br />AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA). CA 2014 MUTCD (REVISION 6) SHALL BE USED ON THIS <br />PROJECT/THIS WORK. <br />18. THE NCHRP REPORT 476 PROVIDES GUIDELINES FOR DESIGN AND OPERATION OF NIGHTTIME TRAFFIC CONTROL FOR <br />HIGHWAY MAINTENANCE AND CONSTRUCTION. SEE TYPICAL APPLICATIONS NWTA-1 THROUGH NWTA-7. COMPLY WITH <br />ANSI 107-2004 FOR APPAREL. HIGHWAY CONSTRUCTION WORK LIGHTING SHALL BE PER CONSTRUCTION SAFETY <br />ORDER 1523 ( CALIFORNIA CODE OF REGULATIONS TITLE 8, DIVISIONI, CHAPTER 4, SUBCHAPTER 4, ARTICLE 3, <br />SECTION 1523 - ILLUMINATIONS). <br />19. SIDEWALKS AT THE CONSTRUCTION LOCATION MAY BE CLOSED WITH ADEQUATE DETOURS. SIDEWALKS MAY ONLY BE <br />CLOSED TO THROUGH TRAFFIC AND SHALL NOT PREVENT LOCAL PEDESTRIANS ACCESS. DETOURS SHALL NOT <br />INCREASE THE PATH OF TRAVEL BY MORE THAN 500 FT. DETOUR ROUTES SHALL BE LIMITED TO EXISTING SIDEWALKS, <br />PRIVATE PROPERTIES (SEE BELOW REQUIREMENTS) AND CROSSINGS AT ROADWAY INTERSECTIONS. TO THE <br />MAXIMUM EXTENT FEASIBLE, THE ALTERNATE CIRCULATION PATH SHALL BE PROVIDED ON THE SAME SIDE OF THE <br />STREET AS THE DISRUPTED ROUTE. WHERE IT IS FEASIBLE TO PROVIDE A SAME -SIDE ALTERNATE CIRCULATION PATH <br />AND PEDESTRIANS WILL BE DETOURED, SECTION 6D.02 OF THE CA 2014 MUTCD (REVISION 6) SPECIFIES THAT THE <br />ALTERNATE PATH PROVIDE A SIMILAR LEVEL OF ACCESSIBILITY TO THAT OF THE EXISTING DISRUPTED ROUTE. THIS <br />MAY INCLUDE THE INCORPORATION OF ACCESSIBLE PEDESTRIAN SIGNALS (APS), CURB RAMPS, OR OTHER <br />ACCESSIBILITY FEATURES. <br />20. PEDESTRIANS MAY BE DETOURED ONTO PRIVATE PROPERTY ONLY IF WRITTEN PERMISSION FROM THE PROPERTY <br />OWNER IS OBTAINED ALONG WITH DOCUMENTATION INDICATING THAT THE COUNTY WOULD NOT BE LIABLE (HOLD <br />HARMLESS) IN THE EVENT OF AN ACCIDENT. <br />21. DURING WORK HOURS, AT LEAST ONE WORKER SHALL BE ASSIGNED WITH THE RESPONSIBILITY TO ESCORT ELDERLY, <br />DISABLED OR ANY OTHER PEDESTRIANS IN NEED OF ASSISTANCE THROUGH THE CONSTRUCTION SITE. A WORKER <br />ASSIGNED WITH THIS RESPONSIBILITY MAY ALSO PARTICIPATE IN OTHER CONSTRUCTION ACTIVITIES; HOWEVER, THE <br />ASSIGNED WORKER SHALL BE AWARE OF HIS OR HER RESPONSIBILITIES FOR PROVIDING THIS ASSISTANCE. <br />MEASURES THAT SIMPLY CLOSE THE SIDEWALK, WITH THE EXCEPTION THAT PEDESTRIANS WILL CROSS SOMEWHERE <br />ELSE DOES NOT ADEQUATELY SATISFY PEDESTRIAN ACCESS. PEDESTRIANS SHOULD NEVER BE DIRECTED/ <br />EXPECTED TO CROSS A MULTI -LANE ROADWAY AT ANY LOCATION OTHER THAN AT A SIGNAL (OR ALL -WAY STOP). <br />ACCOMMODATIONS SHOULD BE MADE ON THE SAME SIDE OF ROADWAY AS WORK. <br />TABLES CHART - 2014 MUTCD (REVISION 6) <br />Posted <br />Speed <br />Taper (L) <br />Formula <br />Buffer <br />Spam <br />B <br />10' <br />Olfent <br />URBAN (LOW SPEED) - 25 MPH OR LESS <br />Minimum <br />Taper Len <br />11' <br />Offsnt <br />100 FEET <br />12' <br />Offset <br />URBAN (LOW SPEED) - MORE THAN 25 MPH TO 40 MPH <br />Maximum <br />"Cone Spacing <br />319n Spacing <br />L 1/2 L 1/3 L L 1 1/2 L 1/3 L L 12 L 1/3 L @ @ @ <br />Meme Shift Shoulder Meme Shift Shoulder Meme Shift Shoulder Taper Ta ent Conflict <br />[per sectio, <br />L SO 04 J <br />25 <br />350 FEET <br />155' <br />104' <br />52' <br />35' <br />115' <br />57' <br />38' <br />125' <br />63' <br />42 <br />25' <br />50' <br />12' <br />1W -2W <br />L <br />200' <br />150, <br />75 <br />5 <br />55 <br />5 <br />35 <br />250' <br />204' <br />102' <br />88' <br />225' <br />112' <br />75' <br />245' <br />123' <br />82 <br />35' <br />70' <br />17' <br />140' - 280' <br />40 <br />305' <br />287' <br />133' <br />89' <br />293' <br />147' <br />98' <br />320' <br />180' <br />10T <br />40' <br />80' <br />20' <br />180' - 320' <br />5 <br />5 <br />5 <br />55 <br />75Sao, <br />2W <br />50, <br />100, <br />251 <br />L=WS <br />- <br />yu <br />7 <br />-7 <br />645' <br />650' <br />325' <br />21T <br />715' <br />358' <br />238' <br />780' <br />390' <br />280' <br />50' <br />100' <br />25' <br />520' - 780' <br />7 <br />5zw <br />I <br />flu <br />3ub <br />5 <br />Both are based on. L = Taper Length 'Cones shown an the templates are illustration purposes any. <br />1.) 85th % Tile or if not available, then use S = Speed Exact number of cones required shall be based on cone spacing, <br />Posted Speed Limit (PSL) W = Width (Offset from path of travel taper lengths, actual field conditions, etc.. <br />The conflict spacing shall be used an intermediate and shortaerm <br />pmjects for taper and tangent sections whew thew are no <br />pavement maddngs or whom thew is a conflict between existing <br />pavement madungs and channel¢ers. <br />CA MUTCD 2014 TABLE 6C-1 <br />MEANING OF LETTER CODES ON TYPICAL APPLICATION DIAGRAMS <br />ROAD TYPE <br />DISTANCE BETWEEN SIGNS <br />A <br />B <br />C <br />URBAN (LOW SPEED) - 25 MPH OR LESS <br />100 FEET <br />100 FEET <br />100 FEET <br />URBAN (LOW SPEED) - MORE THAN 25 MPH TO 40 MPH <br />250 FEET <br />250 FEET <br />250 FEET <br />URBAN (HIGH SPEED) - MORE THAN 40 MPH <br />350 FEET <br />350 FEET <br />350 FELT <br />RURAL <br />500 FEET <br />500 FEET <br />500 FEET <br />EXPRESSWAY/FREEWAY <br />1,000 FEET <br />1,500 FEET <br />2,640 FEE <br />SPECIAL SIGN DETAIL <br />F Ft__1 PED- <br />WAIT FOR <br />L --ESCORT <br />u. <br />7 <br />A G 1 C 1 0 1 E 1 F 1 G 1 H 1 J <br />30 24 11.0731 5 1.75 25 50 25 4D <br />"ALL MEASUREMENTS ARE IN INCHES <br />
The URL can be used to link to this page
Your browser does not support the video tag.