My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2930 MAPLE ST KAISER PERMANENTE 2018-07-18
>
Address Records
>
MAPLE ST
>
2930
>
KAISER PERMANENTE
>
2930 MAPLE ST KAISER PERMANENTE 2018-07-18
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/18/2018 2:08:10 PM
Creation date
7/18/2018 2:08:08 PM
Metadata
Fields
Template:
Address Document
Street Name
MAPLE ST
Street Number
2930
Tenant Name
KAISER PERMANENTE
Imported From Microfiche
No
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).
View images
View plain text
9 <br /> i <br /> :,,- <br /> ;~ s NOTE: 1 <br /> e4-Z 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR RESIDENTIAL STREETSR-:<. - 5>:� (25 MPH), AND 350' FOR ARTERIAL ROADWAYS f <br /> , 'P'OVE��;''--- ,/' j;'_- / 2, FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR ! <br /> ,• By J 1 D• ,at 7:05:32 AM, 1/30/20 7 NIGHT—TIME USE (OPTIONAL). <br /> t 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. j <br /> 1 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE ' <br /> 1 oPed TCP must also CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK <br /> SITE WITH MATERIALS OR EQUIPMENT. <br /> have "sidewalk closed" 1 i <br /> sign at each end of the 1 5. SIGN SIZE PER MUTCD. i <br /> work zone. B. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC <br /> I INFORMATION ON TRAFFIC CONTROL PLANS SEE CURRENT MUTCD. <br /> • <br /> o, `t" 5t6 tFtC- AVE . <br /> 1 I 1 <br /> T <br /> 11 I <br /> ROLL SPACING <br /> { I 1 (MIN 50' MAX 100') <br /> 4 <br /> I It <br /> [7Ej7 <br /> 01"111 TRUCK WITH <br /> FLASHING Oft WITH <br /> BEACON % a <br /> a d: <br /> • I I ' + I TABLE A ,, <br /> BUFFER SPACE o <br /> SEE TABLE TAPER LENGTH CONE SPACING BUFFER o <br /> SPEED FOR (F) SPACING I i <br /> tkA. I ''44 I : <br /> 1 (MpH) MERGING WIDTH (F1) • U <br /> I 10' 2' TANGENT TAPER a <br /> I , I Q TAPER LENGTH 25 105' 125' 25 55 A <br /> SEE TABLE A 30 150' 180' 30 85 a <br /> 1. iQ 35 205' 245' 35 20 120 co43 <br /> • <br /> 1 • <br /> 40 270' 320' 40 170 O <br /> � - 4' g5 4t .p - 220 r-. <br /> SEE NOTE 1 / Jr.CCL�.`[4.oi --3 1f7 c' �E 5I, A <br /> d <br /> Cep r -TN <br /> I <br /> } f <br /> (W4-2 R) ( w I <br /> SEE P OTE i m i <br /> J <br /> rrf 1 <br /> a 1 <br /> ® RIGI rr LANE ' • <br /> fT • <br /> J I <br /> CLOSED <br /> ' <br /> AHEAD C <br /> I <br /> SEE NOTE 1 N- (W20-5R) i <br /> us <br /> 1 u I <br /> i <br /> t* Roan c: • <br /> . T AHF.RAO , I <br /> ( Eirx.-i--f <br /> I I # -_ '4-1-05-a, 51C-"3 P t,..) T.otic`-, •1, i <br /> ` ' LEEND: i <br /> 0CONE OR CHANNEUZING DEVICE a ! <br /> (SEE STD 702) { ' <br /> Plan _ : CITY OF EVERE`T f <br /> 12-24-2003 Traffic Control /7, .1 PUBLIC WORKS <br /> date 5 LANE -ROADWAY WITH <br /> '" VER 77 ENGINEERING& PUBLIC =-.--, <br /> 7U D RIGHT SANE CLOSED SERVICES DEPARTMENT <br /> number <br />
The URL can be used to link to this page
Your browser does not support the video tag.