ora-umatill582-1_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2024.08.27 13:50:10 -07'00'

INDEX OF SHEETS

A. GENERAL HEFORfc1filAHOH

A.1 TITLE SHEET

A.2 INDEX OF SHEETS

A.3 PLAN SYMBOLS AND Al:313Rt:VIArIONS

A.4 VICH\JITY MAP

B. SUMMARY OF QUANTITIES

B.l-!J SUMMARY Or QUArHilIES

C. TYPICAE SECT:F:011".&S

C. 1-:? TYPICA.L SECTIONS

D. PLAN-PROFILE

D.1

D.2

D.3-13

D.14

D.15-17

D.18

TABULATION OF PLAN AND PROFILE QUAf\iTITIES

CURVE, iANOEf� r Ai\lD CROSS SLOPE: OAiA "iABLES

ROADWAY PLAN AND PROFILE

TTGER CREEK ROAD PLAN AND PROFILE ROADWAY

DETAILS

SURVEY CONTROL

E. UTILITIES

E.1. TABU! ATTOl'J OF UTTUTY QUA!\JTITTES

E.2-3 WATERLINE DETAILS

F. EROSION CONTROL

F.

F.7.-7

F.8

F.9

F.10

F.11<2

T!LBUEATION OF EROSION CONTROL QUtLNTITIES

EfWSfOI\J CONTROi PLAN

EROSION CONTROL DETAILS (SCHEDULE B)

STANDARD DRAWING

TLMPORfa.R.Y lNU::T FROi"ECfION

STANDARD DRA\.VINGS

G. RESERVED

H. WALLS

H.1-L

H.3-11

H.12-13

H.14

L

1.3-4

I.:, Lo

1.8

1.9

TABUEATION OF WALL QUANTITIES (SCHEDULE B)

WALL PLAN AND ELEVATION (SCHEDULE B)

WALL ANCHOR DETAILS (SCHEDULE B)

TYPICAL WALL SEC i 101, (SCHEDULE B)

T£\BU1 ATION or TEMPORARY TRAf"FIC CONTROi QUL\NTITH""S

TFMPORARY TRAFFTC CONTROi STGNTNG

TEMPORARY TRAFFIC CONTROL PLAN (SCHEDULE B)

SLLF REGULATING LAN[ CLOSURL DLTAIL (SCHEDULE B)

SINGLE O\NL CLOSURL: LAYOU DI=TML

PORTABL:E CHANGEABLE MESSAGE SIGN INSTAL:LATION

DETAIL TEMPORARY WIDENING DETAILS (SCHEDULE B)

STANDARD DRAWING

J. CONTRACTOR STACING

J. OPTIONAL CONTRACTOR STAGING VICINITY MAP

J.7 OPTIONAL CONTRACTOR STAGING AREA #1

J.3 OPTIONAL CONTRACTOR STAGING AREA #2

ST/\TE PROJFCT

OR FLA.P l!MATTLL 582(1)

INDEX OF SHEETS

SHEET

fJUMf11:R

C:

j C:

i1.

;;. .c "C u OJ .c:

u

OJ

>.c

"C OJ C: C\

"iii OJ 0

2' norm.

B' max.

as dir.

-L I I

I I

Ground Line

} Var., dependent on rdwy. sec.

Metal posts, 2' plastic posts, variable dependent upon make of post used and anchorage system.

INSTALLATION DETAIL

--I 1----3½" 2½"--!i i!------ 1!}-'; ,, II 16

II I

¼" dia. holes

¾_'J_ . � -r req'd.)

----:CT... n1 • o ___LO VJ E"_j VJ

SECTION A-A

HOLE DETAIL

(4 Holes Req'd.)

A

A

_l

VJ

.ii;<:. EJ-----. � � EJ � � - 0 f oo� j oo

� TYPE 1 STEEL POST DIMENSIONS

31:T 14 2¼"

TARGET

TYPE- 1

DE LINEA TOR, TYPE 1

DETAIL

Delineator Notes:

1. Install all delineators with reflectors facing adjacent oncoming traffic.

2. TARGET: Aluminum sheet, nominal thinckness 0.050". Fasten to post with 3/16" dia. aluminum blind rivets and washers.

3. POSTS: galv. steel, nominal weight Type 1, 2 lb/ft

Existing 12" CMP

Wall 6

I EXPIRES: 12/31/2024

Proposed roadway surface

STATE

OR

PROJECT

FLAP UMATILL 582(1)

V Wire mesh

1 Existing culvert outlet through existing wall

Separation-stabilization geotextile class 1, type B Match existing grade on each edge of keyed riprap

Keyed riprap, method A, class 1

SHEET

NUMBER

D.17

, ~1.5 Approximate slope

2'

/-./,'=s,-�" �"�----,-- Slope bottom of trench to drain

�-"-----::.t:;,L..d_--.:::S;." 1/2" per foot I .:::-

6' )'�� �

Existing ground

KEYED RIPRAP OUTFALL PAD

SECTION VIEW

Riprap Outfall Notes:

1. Install keyed riprap, method A, class 1 to a width of 4' as measured along the wall. Match existing grade on each edge of keyed riprap.

2. Place separation-stabilization class 1, type B geotextile fabric to cover bottom and all sides of trench and where riprap is placed against the wall surface.

ROADWAY DETAILS