My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
F179 - F195
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer F
>
F148 thru F266A
>
F179 - F195
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/8/2016 3:11:01 PM
Creation date
1/22/2016 1:09:10 PM
Metadata
Fields
Template:
Improvement Plans
Supplemental fields
DocCategory
Improvement Plans
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
AlW /'/or Const. <br /> 3 AS BUILT <br /> 2" Limits of C/eariny E Grubbing z' CORRECTIONS BY <br /> r NO CHANGES L <br /> I <br /> See Shoulder 4 lz' l2" 4 <br /> Schede/e See Should er DATE 9 3 - 7 <br /> I <br /> Schedule <br /> ale r,. ..r ••rr.. . v...•..... ;a..r...•::r••u: !:.'e:y:'S:+ '.};O.ge: :re: - .r r.:4.`::A : 'n• 0 /8 <br /> V•,' O R <br /> m O 0. 30"Aspha/t Concrete <br /> O O O 0. 40" Aggregate Base q <br /> TYPICAL SEC TION <br /> S TA. 4 ,51 +50 to S TA. 63 / *50 <br /> Scale : /"= 3" <br /> R P <br /> Const Const <br /> 7" E <br /> 3. <br /> VQr 8 Ye 8 <br /> X SHOULDER SCHEDULE <br /> VQ� <br /> Station to Station Lt. Rt Sta tion to Station �t Type Rt <br /> e 45/ *00 - .5-4,9 ,l 40' 40" - 1 <br /> •F5/ � 00 .�.S7r00 B A <br /> -9 ,445 - 58/ * 85 30'to 40 40'M30' 45700 - 522 •oo A A <br /> 58/ 1, 85 - el 50 30' 30' <br /> 62,9000 - 528. 00 S A <br /> I <br /> 5,28--00 - 53-4l B B TYPE- A T YPE - 8 <br /> w <br /> 635100 - 64/+00 C B ` ` "• � '� ` <br /> 54900 - .58/ 8S D D <br /> GENERAL NO TES .58/"85 - e-;l 50 E E Const Co/►rt• , <br /> /. Refer to cross sections for variations. <br /> /O" lc" <br /> 2. =r= symbol indicates slope to drain as regained. 1 � <br /> 3. The surt'aciny shall he increased to 0. 30' thickness <br /> at the edge of pavement at intersections. The Ver .� 8% Bea Var <br /> Ill of the transition from the 0. 18" thik <br /> cness ' '`" � '� ' '`'' a " <br /> to the 0. 30' thickness shall begin of a point 50" Gutter Grade <br /> from the end of the radios of each intersection. <br /> 4 All trees within the Limits o7e Clearing and <br /> Grubbing shall be removed unless otherwise T y—PE- T YPE-D <br /> shown on the plans, <br /> k <br /> r <br /> i <br /> Const j� <br /> 3 2' <br /> pk <br /> Val <br /> 8�e <br /> i, <br /> r <br /> DES/ GN DESS I GNA TION TYPE - E <br /> AD T C83 = .2400 D = 63 <br /> AD T (9-9 = 4800 T = / / Yo <br /> V = <br /> D01144 DER DE TA ll <br /> HT = 264 6S M. P. AlH. k <br /> Dimensions ore subject to tolerances Not to Scale <br /> soeci/'iad irr the Standard Spscit'ications. <br /> k <br /> 1 <br /> I,t. �..d.r 1 •,.r f Pu t, ki, h r:: •a G! r� a ti t.:8 E.3A 6 f ,. 8? k,tk d" , :h� } @,., ry ,, .. <br /> PR(,)JECT FRENCH CAMP ROAD <br /> � r�Pcd e ' r' rs �! 3� X730 3, r> ►� � ,. � a. b: �1� a4 .s � �Y ,�. � ,,. SCALE AS SHOWN <br /> : <br /> ��� . ._, _ . . _. ,. ........ 1 G 2 <br /> D (1 Q <br />
The URL can be used to link to this page
Your browser does not support the video tag.