Clean Sol Package Drawings CIVIL_AMDT 0003.pdf

PDF 45 MB Posted Jan 5, 2023

Attached to: Dexter Adult Fish Facility Upgrades
Solicitation number: W9127N23R0005
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation is for the Dexter Adult Fish Facility Upgrades project. The solicitation seeks contractors to improve, replace, and add features to the Dexter Fish Facility to meet criteria from the National Marine Fisheries Service 2008 Biological Opinion and requirements of the Willamette Valley Project. The period of performance is from March 2023 to November 2026 with an estimated construction magnitude between $25-100 million. The solicitation is unrestricted and full and open with a 10% price evaluation preference for HUBZone businesses. The NAICS code is 237990 for other heavy and civil engineering construction with a $39.5 million small business size standard. The issuing agency is the Department of the Army Corps of Engineers Engineering District Portland.

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645645

G 2E

C C

Fi le

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C H

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C O

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

C-001

A N

D R

Y U

S, L

O N

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C U

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Y, P

R O

T, P .E

PORTLAND DISTRICT

U .S

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-0

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ABBREVIATIONS

AC =ASPHALT CONCRETE

AHR =ASPHALT CONCRETE

APPROX =APPROXIMATE

ARCH =ARCHITECTURAL

BLDG =BUILDING

BMP =BEST MANAGEMENT PRACTICE

BW =BOTTOM OF WALL

CB =CATCH BASIN

CF =CUBIC FEET

CI =CAST IRON

CL =CENTERLINE

CMP =CORRUGATED METAL PIPE

CONC =CONCRETE

DI =DUCTILE IRON

DIA =DIAMTER

DWG =DRAWING

EG =EXISTING GRADE

EL =ELEVATION

EX =EXISTING

FD =FLOOR DRAIN

FF =FINISH FLOOR

FG =FINISHED GRADE

FH =FIRE HYDRANT

FT =FEET

G= =GUTTER EQUALS

GALV =GALVANIZED

GB =GRADE BREAKS

H =HORIZONTAL

ID =INSIDE DIAMETER

IE =INVERT ELEVATION

IN =INCH, INCHES

IRCC =IRON REBAR WITH COLOR CAP

LF =LINEAR FEET

LP =LOW POINT

LT =LEFT

MAX =MAXIMUM

MECH =MECHANICAL

MH =MANHOLE

MIN =MINIMUM

NTS =NOT TO SCALE

OD =OUTSIDE DIAMETER

OP =OVERHEAD POWER

PC =POINT OF CURVATURE

PERF =PERFORATED

PRC =POINT OF REVERSE CURVATURE

PSI =POUNDS PER SQUARE INCH

PT =POINT OF TANGENCY

PVC =POLYVINYL CHLORIDE

PVI =POINT OF VERTICAL INTERSECTION

R =RADIUS

RCP =REINFORCED CONCRETE PIPE

ROW =RIGHT-OF-WAY

RT =RIGHT

S= =SLOPE EQUALS

SF =SQUARE FOOT (FEET)

SHT =SHEET

SS =SANITARY SEWER

SSCO =SANITARY SEWER CLEANOUT

SSMH =SANITARY SEWER MANHOLE

ST =STORM

STA =STATION

STD =STANDARD

STMH =STORM SEWER MANHOLE

TOC =TOP OF CURB

TW =TOP OF WALL

TYP =TYPICAL

UG =UNDERGROUND

V =VERTICAL

VC =VERTICAL CURVE

VERT =VERTICAL

W =WATERLINE

W/ =WITH

DESCRIPTION PROPOSEDEXISTINGCIVIL NOTES

1. SEE G-002 FOR GENERAL ABBREVIATIONS. BELOW ARE ADDITIONAL CIVIL ABBREVIATIONS. CIVIL ABBREVIATIONS OVERRIDE GENERAL ABBREVIATIONS ON CIVIL

SHEETS IF ANY CONFLICT.

MANHOLE

CATCH BASIN

CLEAN OUT

FIRE HYDRANT

WATER WELL

WATER VALVE

LIGHT

UTILITY POLE

TRANSFORMER

IRRIGATION CONTROL VALVE

SIGN

ELECTRIC SERVICE BOX

WATER SHUT OFF

MAJOR CONTOUR

MINOR CONTOUR

PROPERTY LINE

CENTERLINE

EASEMENT LINE

SAWCUT LINE

EDGE OF AC OR GRAVEL

CURB

STORM DRAIN

WATER

SANITARY SEWER

OVERHEAD UTILITIES

GAS

UNDERGROUND POWER

FENCE

SILT FENCE

TREE PROTECTION FENCE

DRAINAGE FLOW DIRECTION

CONCRETE PAVING

ASPHALT PAVING

GRAVEL CONSTRUCTION ENTRANCE

DECIDUOUS TREE

EVERGREEN TREE

LIMITS OF DISTURBANCE

PERF FOUNDATION DRAIN

SOLID FOUNDATION DRAIN

ORDINARY HIGH WATER

WALKWAY

RAIN GARDEN

WETLANDS

ROCK OUTFALL

GATE POST

ELECTRICAL VAULT

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N 832000

N 831500

N 831000

E 4312500

E 4313000

E 4313500

E 4314000

N 832000

N 831500

E 4312500

E 4313000

E 4313500

CONTROL TABLE

NUMBER NORTHING EASTING ELEVATION DESCRIPTION

1208-20 830255.37 4316708.63 NGS LOWL

1208-21 830564.65 4316500.16 IRCC

1208-22 831092.15 4315018.31 IRCC

1208-23 831325.95 4313941.64 MNS

1208-24 831252.16 4313994.76 LCCM 1194

1208-25 831853.08 4313061.86 IRCC

1208-26 831534.19 4313451.38 IRCC

1208-27 831298.11 4313756.99 IRCC

1208-28 831251.65 4313619.00 IRCC

1208-31 831334.89 4313357.84 IRCC

1208-32 831399.12 4313169.54 IRCC

1208-33 831621.66 4313211.73 IRCC

1208-34 831590.41 4313008.57 IRCC

1208-35 831741.31 4312880.13 IRCC

1208-36 831772.11 4312763.52 IRCC

1208-37 831494.34 4312711.89 IRCC

1208-38 831634.42 4312329.97 IRCC

1208-39 831748.37 4312571.73 IRCC

1208-40 831941.05 4312838.63 IRCC

692.85 677.79 664.50 658.50 657.91 657.94 662.50 652.65 653.54 653.32 646.64 641.77 652.99 661.97Fi le L as t S av ed

B y:

N N

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IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

1/ 4/

CE001

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T, P .E

A C

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U .S

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EXISTING CONDITIONS AND SURVEY CONTROL PLAN

050' 50'

EXISTING LANE ELECTRICAL

COOPERATIVE, INC.

EASEMENT - 50' WIDE

PROPERTY LINE

OHW: 644.6

G 2E

C D

SEWER

LAGOON

WRIGHT LANE

POWERHOUSE

SUBSTATION

NOTES:

1. DATE OF SURVEY: SEPTEMBER 24 - OCTOBER 5, 2012

2. HORIZONTAL DATUM: OREGON STATE PLANE OF 1983/CORS 96, SOUTH ZONE, EXPRESSED IN

INTERNATIONAL FEET.

3. VERTICAL DATUM: NAVD88 BY DIFFERENTIAL LEVEL CIRCUIT FROM NGS BENCH MARK J 362 (PID

PC0188) IN LOWELL, OR.

4. DATUM CONVERSION: PROJECT DATUM (NGVD29) + 3.41 = NAVD88. VERIFY ELEVATIONS OF ALL

CONNECTIONS TO EXISTING FEATURES AND NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN SURVEY, INFORMATIONAL DRAWINGS, AND DESIGN ELEVATIONS

BEFORE CONSTRUCTION.

5. CONTOURS ARE 2 FT INTERVALS UNLESS OTHERWISE INDICATED.

6. AERIAL IMAGE: DATED 2008, PROVIDED BY USACE TECHNICAL RESOURCES, GIS

7. EXISTING TREE INFORMATION IS ON CD SERIES SHEETS.

8. EXISTING SIGNS ARE INDICATED ON CS SERIES SHEETS.

9. SEE INFORMATIONAL DRAWINGS FOR ADDITIONAL EXISTING CONDITIONS INFORMATION.

10. THE LOCATION OF EXISTING UTILITIES INDICATED ON PLANS ARE APPROXIMATE AND MUST BE

VERIFIED BY CONTRACTOR. CONTACT THE UTILITIES NOTIFICATION CENTER BEFORE

EXCAVATION. FIELD VERIFY LOCATIONS, SIZES AND MATERIALS OF ALL EXISTING UTILITIES

BEFORE CONSTRUCTION. ON RECORD DRAWINGS, RECORD ANY DEVIATIONS IN LOCATION,

SIZES, AND MATERIALS FOR ALL EXISTING UTILITIES ENCOUNTERED.

JUVENILE CONC. POND

JUVENILE AC POND

PENGRA ROAD

KEYNOTES:

GENERATOR BUILDING

SHED

LAUNDRY/BATHROOM BUILDING

SEPTIC TANK

SEPTIC FIELD

BOAT ACCESS RAMP

(RESERVED)

GATE

BOAT RAMP

SEWER LAGOON CONTROL BUILDING

SEWER LAGOON ACCESS

HOUSE

SHOP

POND

FISH SORTING FACILITY

BRIDGE

FISH LADDER

MAILBOX

ACCESS TO PENGRA ROAD

MIDDLE FORK WILLAMETTE RIVER

WETLANDS

DEXTER DAM

1208-35

1208-34

1208-33

1208-311208-32

1208-36

1208-39

1208-38

1208-37

1208-40 1208-25

1208-27

1208-28

1208-23

1208-26

1208-24

ENTRANCE TO BOAT RAMP

SEWER LAGOON WATER

AND SANITARY SIZES

UNKNOWN

1" WATER

68 8

FEED BUILDING

RESTROOMS

POWERLINE ROAD

WELL WATER SIZE UNKNOWN

LIMITS OF FORESTED

AREA NOT SURVEYED.

2 FT CONTOURS FROM

LIDAR.

30" WATER

48" CMP SHIELD

S=0.53055

TOP AT END

ELEV=642.47'±

48" CMP SHIELD

S=0.52496

TOP AT END

ELEV=643.02'±

EXPOSED 12" PVC OUTFALL

TOP AT END

ELEV=642.11'±

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F i l e

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B y

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F I L E

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S I G

N E

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S I Z

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P L O

C A

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SHEET

IDENTIFICATION

1 2 3 4 5 6

D E

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US Army Corps of Engineers

SHEET OF

CD102

D E

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V O

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EROSION CONTROL PLAN - WEST

030' 30'

G E

N C

D R

NOTES:

1. SEE SHEET CD101 FOR EROSION CONTROL NOTES.

BOAT RAMP ACCESS

EXISTING RESTROOM

STAGING AND SOIL

DISPOSAL AREA

STAGING AREA

COMPOST BERM

CD501

LIMITS OF DISTURBANCE

M A

T C

L I N

C D

G A

T E

LAGOON CONTROL

BUILDING

EXISTING SEWAGE LAGOON

BOAT RAMP ACCESS ROAD (INACCESSIBLE)

(APPROXIMATE LOCATION, NOT SURVEYED)

TIRE WASH

CD501

M A

T C

L I N

C D

WETLAND

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BORDER VERSION UPDATE [06-2016]

Fi le

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

1/ 4/

CD103

A N

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C U

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Y, P

T, P .E

A C

C O

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DEMOLITION PLAN - EAST

030' 30'

G 2E

C D

WRIGHT LANE

POWERHOUSE

JUVENILE CONC. POND

JUVENILE AC POND

DEXTER DAM

NOTE:

1. PRIOR TO ANY LAND DISTURBANCE ACTIVITY, THE LIMITS OF DISTURBANCE SHALL BE CLEARLY DELINEATED IN THE FIELD. THE DELINEATION MUST BE MAINTAINED FOR THE DURATION OF THE

PROJECT.

2. PROVIDE FENCING (TEMPORARY AND/OR PERMANENT) AND LOCKED GATE VEHICLE ACCESS TO

DAM OPERATIONS THROUGHOUT ENTIRETY OF CONSTRUCTION. FENCING SHALL SEPARATE

CONSTRUCTION ACTIVITIES FROM DAM OPERATIONS. CONTRACTOR TO PROVIDE SEPARATE

TEMPORARY FENCING AS NEEDED FOR SECURITY, SAFETY, AND DAM OPERATIONS ACCESS.

PROVIDE DETAILS IN CONTRACTOR'S DEMOLITION PLAN.

3. ALL UTILITY SERVICES TO BE UNINTERRUPTED DURING CONSTRUCTION. UNLESS APPROVED BY

CONTRACTING OFFICER.

4. CONTRACTOR MUST VERIFY ALL UTILITY LOCATIONS/ELEVATIONS BEFORE DEMOLITION BEGINS.

5. CLEAR AND GRUB ALL EXISTING LANDSCAPING AREAS WITHIN THE LIMITS OF DISTURBANCE PER

SPECIFICATION SECTION 31 11 00 CLEARING AND GRUBBING.

6. AFTER DEMOBILIZATION FROM THE BOAT RAMP STAGING AREA, INSTALL 6 INCHES OF SURFACING AGGREGATE IN ALL GRAVEL AREAS AND ACCESS ROADS PER SPECIFICATION SECTION 31 00 00 -

EARTHWORK.

7. THIS SHEET ONLY REFERS TO CIVIL DEMOLITION SCOPE. SEE OTHER DISCIPLINE SHEETS FOR

ADDITIONAL DEMOLITION SCOPE.

8. PROVIDE TREE AND WETLAND PROTECTION IN ACCORDANCE WITH SPECIFICATION SECTION 01 57

19 - TEMPORARY ENVIRONMENTAL CONTROLS.

9. PERFORM WATER QUALITY AND FLOW RATE TEST PRIOR TO EXCAVATION AND AGAIN AFTER

REBURIAL TO CONFIRM THAT THE GROUND DISTURBANCES DIDN'T INTERFERE WITH THE WELL

QUALITY.

SAWCUT (TYP)

SEE STRUCTURAL PLANS FOR

BRIDGE AND FISH LADDER

DEMOLITION

REMOVE RV PAD

AND UTILITY HOOKUPS

C E

G R

H O

REMOVE

FENCE

REMOVE GATE

PROTECT WELL

SEE NOTE 9

PROTECT

FEED

BUILDING

APPROXIMATE LOCATION OF LANE

ELECTRICAL COOPERATIVE, INC. EASEMENT

SUBSTATION

115 KV

REMOVE

SHED

PROTECT SIGN

20002006 2001

HEDGE -TO REMAIN

GENERATOR

BUILDINGREMOVE BUILDING &

UTILITY CONNECTION

REMOVE EXISTING

SANITARY LINE AND

TANK FROM

EXISTING RV PAD

REMOVE SHED

REMOVE FENCE

REMOVE PLANTER

784 783 726 723

785 725 724

248 249

268 269

LEGEND:

REMOVE EXISTING TREE, PIPE OR STRUCTUREOR

REMOVE PAVEMENT/GRAVEL

1110 TREE IDENTIFICATION TAG

BOAT RAMP ACCESS

WETLAND

C H

E C

H L

C D

PENGRA ROAD

SEE ELECTRICAL PLANS FOR

ELECTRICAL DEMOLITION (TYP)

SEE MECHANICAL PLANS FOR

FWS DEMOLITION

SAWCUT

RELOCATE SIGN

SEE CS103

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BORDER VERSION UPDATE [06-2016]

TREE DESCRIPTION DRIPLINE DIA. TREE DESCRIPTION

TREE DESCRIPTION

REMOVE REMOVE

REMOVE TREE DESCRIPTION REMOVE

196 8" MAPLE 24'

197 12" FIR 30'

225 8" FIR 30'

239 8" MAPLE 24'

248 8" CEDAR 15'

249 10" FIR 24'

267 10" MADRONA 25'

268 20" FIR 28'

611 18" FIR 30'

796 18" PINE 25'

797 30" CEDAR 35'

803 30" CEDAR 30'

804 8" APPLE 20'

859 24" ELM 40'

860 24" FIR 30'

861 10" DEC. 27'

862 24" COTTONWOOD 40'

863 24" COTTONWOOD 40'

864 36" FIR 44'

1108 20" COTTONWOOD 50'

1109 8" MAPLE 20'

1110 10" MAPLE 30'

1111 6" COTTONWOOD 16'

1112 24" COTTONWOOD 50'

1113 24" COTTONWOOD 50'

1114 40'

1115 16" COTTONWOOD 40'

1116 14" COTTONWOOD 24'

1117 24" COTTONWOOD 20'

24" COTTONWOOD

1118 8" MAPLE 20'

1119 10" MAPLE 30'

1120 20" COTTONWOOD 40'

1121 14" COTTONWOOD 30'

1122 20'

1123 14" FIR 20'

1124 22" COTTONWOOD 40'

1125 10" COTTONWOOD 25'

14" FIR

1126 28" COTTONWOOD 40'

1127 14" COTTONWOOD 35'

1128 14" COTTONWOOD 20'

1129 12" CEDAR 20'

1130 20'

1131 14" COTTONWOOD 20'

1132 18" COTTONWOOD 40'

1133 24" COTTONWOOD 40'

12" CEDAR

1134 10" COTTONWOOD 14'

1135 8" COTTONWOOD 14'

1136 8" COTTONWOOD 6' DEAD

1137 14" COTTONWOOD 20'

1138 12" COTTONWOOD 20'

1139 40'

1140 16" COTTONWOOD 30'

1141 12" COTTONWOOD 30'

1142 10" COTTONWOOD 30'

24" COTTONWOOD

1143 18" COTTONWOOD 40'

1144 20'

1145 24" COTTONWOOD 50'

1146 16" COTTONWOOD 40'

1147 18" COTTONWOOD 35'

10" COTTONWOOD

1148 10" CEDAR 20'

1149 20" COTTONWOOD 40'

1150 35'

1151 10" COTTONWOOD 20' DEAD

1152 6" COTTONWOOD 20'

1153 8" COTTONWOOD 20'

18" COTTONWOOD

1154 16" COTTONWOOD 25'

1155 20'

1156 14" COTTONWOOD 20'

1157 12" COTTONWOOD 20'

1158 6" MAPLE 25'

8" COTTONWOOD

1159 8" CEDAR 12'

1160 10" COTTONWOOD 30'

1161 8" COTTONWOOD 20'

1162 40'

1163 14" COTTONWOOD 40'

1329 24" COTTONWOOD 50'

1330 8" APPLE 20'

16" COTTONWOOD

1331 20'

1332 14" COTTONWOOD 50'

1333 8" MAPLE 30'

1334 10" MAPLE 40'

14" CEDAR

1335 24" COTTONWOOD 50'

1336 24" COTTONWOOD 40'

1337 24" COTTONWOOD 40'

1338 40'

1339 16" COTTONWOOD 30'

1340 12" COTTONWOOD 20'

1341 20" COTTONWOOD 40'

20" COTTONWOOD

1342 16" COTTONWOOD 25'

1343 12" COTTONWOOD 30'

1344 12" COTTONWOOD 20'

1345 40'

1346 8" COTTONWOOD 20'

1347 12" COTTONWOOD 30'

1348 14" CEDAR 20'

18" COTTONWOOD

1349 8" COTTONWOOD 20'

1350 20'

1351 14" COTTONWOOD 30'

1352 14" COTTONWOOD 25'

8" COTTONWOOD

1353 14" FIR 30'

1354 12" COTTONWOOD 20'

1355 50'

1356 14" COTTONWOOD 25'

1357 14" COTTONWOOD 40'

1358 12" COTTONWOOD 20'

3 - 14" COTTONWOOD

1359 10" COTTONWOOD 20'

1360 20'

1361 24" COTTONWOOD 50'

1362 3 - 10" COTTONWOOD 40'

14" COTTONWOOD

1363 30'

1364 2 - 18" COTTONWOOD 40'

1365 12" COTTONWOOD 25'

1366 18" COTTONWOOD 25'

18" COTTONWOOD

1367 28" COTTONWOOD 50'

1368 25'

1369 12" COTTONWOOD 30'

2000 36" MAPLE 30'

10" COTTONWOOD

2001 32" COTTONWOOD 20'

2003 36" COTTONWOOD 24'

20" MAPLE 40'

30'

24" COTTONWOOD 25'

18" COTTONWOOD 20'

24" COTTONWOOD

18" COTTONWOOD 20'

20'

24" COTTONWOOD 30'

18" COTTONWOOD 25'

20" COTTONWOOD

20" COTTONWOOD 30'

18" COTTONWOOD 25'

30" COTTONWOOD 30'

TREE TABLETREE TABLE

269 2 - 12" FIR 30'

270 20" FIR 28'

436 28" FIR 50'

486 8" SEQUIOA 10'

634 6" CEDAR 14'

635 12" FIR 24'

636 26" FIR 40'

725 6" APPLE 25'

723 6" PEAR 20'

724 6" APPLE 10'

726 6" APPLE 20'

783 6" CHERRY 15'

784 12" APPLE 25'

785 6" APPLE 20'

492 14" FIR 24'

493 14" FIR 24'

494 18" REDWOOD 20'

689 12" CEDAR 20'

690 16" CHERRY 28'

691 10" FIR 20'

692 8" FIR 20'

693 8" FIR 20'

1334 10" MAPLE 40'

DRIPLINE DIA.

DRIPLINE DIA. DRIPLINE DIA.

38" COTTONWOOD 75'

8" DEC. 20'

24" COTTONWOOD 40'

--REMOVED-- --

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SHEET OF

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DEMOLITION PLAN - WEST

030' 30'

G E

C D

J N

LEGEND:

REMOVE EXISTING TREE, PIPE OR STRUCTUREOR

REMOVE PAVEMENT/GRAVEL

NOTE:

1. SEE SHEET CD103 FOR DEMOLITION NOTES.

TREE IDENTIFICATION TAG

PROTECT EXISTING

LAGOON CONTROL

BUILDING

REMOVE AC, PIPE AND

STRUCTURES WITHIN SEWER

LAGOON FOOTPRINT

SEE INFORMATIONAL

DRAWING DX-40-3/4

PROTECT

RESTROOM

S E

W E

R L

A G

O O

N A

C C

E S

REMOVE AND REPLACE

FENCE AS NEEDED FOR

ACCESS

SEWER LAGOON

STAGING

AREA

BOAT RAMP ACCESS

1132 1133

1127 1128

CAP PIPES

PROTECT PIPE

WETLAND

M A

T C

L I N

C D

M A

T C

L I N

C D

ACCESS GATE

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

BORDER VERSION UPDATE [06-2016]

MINIMUM 12" OVERLAP

NOTES:

1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED.

2. BARRIER REQUIRED @ TOE OF STOCK PILE.

3. COVERING MAINTAINED TIGHTLY IN PLACE

BY USING SANDBAGS OR TIRES ON ROPES WITH A

BARRIER REQUIRED @ TOE OF SLOPE.

OF SEAMS.

MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS.

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

CHAPTER 4 OF CLEAN WATER

SERVICES EROSION PREVENTION

AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

USE STITCHED LOOPS

OVER 2"x 2" POSTS

PROFILE

2'-6"

6' MAXIMUM SPACING

FRONT VIEW

FILTER FABRIC MATERIAL

36" WIDE ROLLS

NTS

4'-0"

PLAN VIEW

ANGLE FILTER FABRIC

FENCE TO ASSURE SOIL IS TRAPPED

INTERLOCKED

2"x 2" POSTS

AND ATTACH

2'-6"

1'-6" 6"

4'-0"

BURY BOTTOM OF FILTER FABRIC 6"

VERTICALLY BELOW FINISHED GRADE.

2"x 2" FIR, PINE OR STEEL

FENCE POSTS.

POSTS TO BE INSTALLED ON

UPHILL SIDE OF SLOPE.

NOTES:

COMPACT BOTH SIDES OF FILTER FABRIC

TRENCH.

FROM TOE SLOPE

3' MINIMUM

5. PANELS MUST BE PLACED

ACCORDING TO SPACING ON

DETAIL NO. 940

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

CHAPTER 4 OF CLEAN WATER

SERVICES EROSION PREVENTION

AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

NOTES:

COMPOST BERM IS AN ACCEPTABLE ALTERNATIVE

IF 1'-6" BURY DEPTH IS NOT ACHIEVABLE IN ROCK

DITCH INLET PLAN VIEW

FLOW

DITCH BOTTOM

CATCH BASIN

MAY BE USED SHORT TERM

w/ UTILITY WORK AND w/

PHASING OF DEVELOPMENT

AREA DRAIN

FLOW

6" OVERLAP OF BAGS

NOTES:

1. ADDITIONAL MEASURES MUST BE

CONSIDERED DEPENDING ON SOIL

TYPES.

2. BIO-FILTER BAGS SHOULD BE STAKED

WHERE APPLICABLE USING

(2) 1"x2" WOODEN STAKES OR APPROVED

EQUAL PER BAG.

3. WHEN USING 30" BIO-BAGS TO

PROTECT A CATCH BASIN YOU MUST

HAVE 4 BAGS AND THEY SHALL BE

OVERLAPPED BY 6".

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

CHAPTER 4 OF CLEAN WATER

SERVICES EROSION PREVENTION

AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

60"

25' MIN. RADIUS

AGGREGATE

SUBGRADE GEOTEXTILE

DEPTH

WIDTH

LENGTH

EXTG. PVMT.

OR APPROVED ACCESS POINT

NOTES:

1 LENGTH:

50' MIN. - FOR LESS THAN 1 ACRE EXPOSED SOIL

100' MIN. - FOR GREATER THAN 1 ACRE EXPOSED SOIL

2 WIDTH:

20' - OR WIDTH OF EXTG. APPROACH, WHICHEVER

IS GREATER.

3 DEPTH: 4" TO 8" QUARRY SPALLS.

PLAN VIEW

SECTION B

BINDING WIRE

STRAW BALE

(TYP.)

IMPERMEABLE

SHEETING

STAPLES

(2 PER BALE)

STAKE

(TYP.)

WOOD OR

METAL SHAKES

(2 PER BALE)

STRAW BALE

(TYP.)

IMPERMEABLE

SHEETING

10'

STAPLE DETAIL

8" DIA.

STEEL WIRE

5' M

4' MIN.

1' DEPTH

2"- 4" ROCK

1' DEPTH

3/4"- 1 1/2" WASHED GRAVEL

OUTFLOW

CHANNEL IF

CONSTRUCTED

BY EXCAVATION

1.5' SEDIMENT STORAGE

2' SETTLING

DEPTH

1' OVERFLOW DEPTH

CROSS SECTION

NTS

NOTE: MAY BE CONSTRUCTED BY

EXCAVATION OR BY BUILDING A BERM.

OVERFLOW SPILLWAY

10' MIN. LENGTH

2' SETTLING DEPTH &

1' DEPTH OF 2-4" ROCK (TOP)

1' DEPTH OF 3/4"- 1 1/2" WASHED GRAVEL (BOTTOM)

EXCAVATION OR BY BUILDING A BERM.

NOTE:

A FILTER FABRIC FENCE OR SIMILAR FILTER

MUST BE CONSTRUCTED TO FILTER RUNOFF

FROM THE SEDIMENT TRAP PRIOR TO

DISCHARGE FROM THE CONSTRUCTION SITE.

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

CHAPTER 4 OF CLEAN WATER

SERVICES EROSION PREVENTION

AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

NOTES:

1. CONTRACTOR TO REMOVE

ACCUMULATED SEDIMENT

FROM WHEEL WASH;

MAY BE PIPED TO AN

APPROVED SEDIMENT TRAP.

CONCRETE

FILTER FABRIC

AS REQUIRED

CRUSHED BASE COURSE

#5 BARS 112" O.C. BOTH WAYS

DIRECTION OF TRAVEL

CONTRACTOR TO PROVIDE

WATER SUPPLY TO MAINTAIN

12" OF WATER AT ALL TIMES

SLOPE TO DRAIN BACK TO WASH

(TYP.)

IMPERVIOUS RUN OUT AREA;

GRADE TO DRAIN TO WASH

1% GRADE

2. USE GEOTEXTILE FABRIC

WITH AGGREGATE FOR A

TEMPORARY TIRE WASH.

12'16'(MIN.)9'

50'(MIN.)

12"

12" 12"

FOR FURTHER INFORMATION

ON DESIGN CRITERIA SEE

CHAPTER 4 OF CLEAN WATER

SERVICES EROSION PREVENTION

AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

NOT TO SCALE

SOIL STABILIZATION

ISOMETRIC VIEW

TYPICAL SLOPE

MATS/BLANKETS SHOULD

BE INSTALLED VERTICALLY

DOWNSLOPE.

1 1/2"

STAPLES

BERM

TAMP SOIL OVER MAT/BLANKET

12"

MIN. 4"

OVERLAP

12"

6" 12"

NOTES:

1. SLOPE SURFACE SHALL BE FREE OF ROCKS,

CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL

HAVE GOOD SOIL CONTACT.

2. APPLY PERMANENT SEEDING BEFORE PLACING

BLANKETS.

3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE

TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO

NOT STRETCH.

4. STAKING OR STAPLING LAYOUT PER

MANUFACTURERS SPECIFICATIONS.

48"

24"1

FLOW

PLAN VIEW

SECTION VIEW

DISTURBED

AREA

UNDISTURBED

AREA

W FLO

UNDISTURBED

AREA

DISTURBED

AREA

COMPOST FILTER BERM

COMPOST

FILTER BERM

EXISTING

CONTOURS

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US Army Corps of Engineers ®

SHEET OF

CD501

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SEDIMENT CONTROL FENCE

CD101

A INLET PROTECTION

C-005

B VEHICLE TRACKING CONTROL PAD

C-005 D

PLASTIC SHEETING

C-005 F

CONCRETE WASH-OUT DETAIL

CD101

HSEDIMENT TRAP

C-005 I

TIRE WASH - DRIVE THROUGH

CD101

MATTING SLOPE INSTALLATION

C-005 E

COMPOST BERM DETAIL

CD102

AutoCAD SHX Text P

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IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

1/ 4/

CS101

0 0

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D R

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N O

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C U

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Y, P

T, P .E

A C

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SITE PLAN - OVERALL

050' 50'

NOTES:

1. PROVIDE 1-12 INCH AC OVERLAY ON ALL EXISTING AC PAVEMENT TO REMAIN ON-SITE UP TO

PENGRA ROAD. PERFORM AT THE SAME TIME AS THE 2ND LIFT AS THE PROPOSED PAVEMENT

TO PROVIDE SEAMLESS PAVING PRODUCT.

2. AFTER DEMOBILIZATION FROM THE BOAT RAMP STAGING AREA, INSTALL 6 INCHES OF

SURFACING AGGREGATE IN ALL GRAVEL AREAS AND ACCESS ROADS EXTENDING UP TO

PENGRA ROAD PER SPECIFICATION SECTION 31 00 00 - EARTHWORK. REGRADE EXISTING

GRAVEL AREAS TO REMOVE POTHOLES AND PROVIDE A CONSISTENT SUBGRADE FOR THE

SURFACING AGGREGATE.

3. PROVIDE WALKWAYS PER ODOT DETAIL RD720. PROVIDE JOINTS PER ODOT DETAIL RD722.

4. PROVIDE STANDARD CURBS PER ODOT DETAIL RD700.

5. FOR CURBS AND SIDEWALKS, USE 3000 PSI MIX PER SPECIFICATION SECTION 03 31 01.00 25 -

CAST-IN PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS.

6. FOR CONCRETE PAVING, USE 4500 PSI MIX PER SPECIFICATION SECTION 03 31 01.00 25 -

CAST-IN PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS.

7. SEE SPECIFICATION SECTION 32 12 16.16 25 - ROAD-MIX ASPHALT PAVING (HMA) FOR ASPHALT

ROADS. SEE SPECIFICATION 32 17 23.00 25 PAVEMENT MARKINGS FOR PAVEMENT STRIPING.

8. SEE SPECIFICATION SECTION 32 31 13.00 25 CHAIN LINK FENCES AND GATES AND CS503 FOR

FENCE DETAILS. ESTABLISH FINISH GRADE BEFORE FENCE CONSTRUCTION.

9. PROVIDE NO TRESPASSING SIGNS A MINIMUM OF 100 FEET ON EXISTING AND PROPOSED

FENCE. PROVIDE AUTHORIZED PERSONNEL ONLY SIGNS ON ALL PROPOSED GATES. SEE

SPECIFICATION 10 14 00.10 25 EXTERIOR SIGNS.

SEWER

LAGOON WRIGHT LANE

POWERHOUSE

SUBSTATION

EXISTING JUVENILE CONC. POND

EXISTING JUVENILE AC POND

PENGRA ROAD

MIDDLE FORK WILLAMETTE RIVER

PRE-SORT POOLS

FISH LADDER

PARKING

AREA

SORT FACILITY

MECHANICAL &

ELECTRICAL

BUILDING

MAINTENANCE

& OFFICE

BUILDING

POST SORT POOLS

CS103

CS102

AC OVERLAY (TYP)

SEE NOTE 1

BOAT RAMP ACCESS ROAD (APPROXIMATE

LOCATION, NOT SURVEYED)

GRAVEL OVERLAY

SEE NOTE 2

FISH CROSSING ROAD

ACCESS ROAD

AutoCAD SHX Text

AutoCAD SHX Text #1130

AutoCAD SHX Text #1148

AutoCAD SHX Text #1159

AutoCAD SHX Text #1331

AutoCAD SHX Text #1348

AutoCAD SHX Text #1353

AutoCAD SHX Text #1130

AutoCAD SHX Text #1148

AutoCAD SHX Text #1159

AutoCAD SHX Text #1331

AutoCAD SHX Text #1348

AutoCAD SHX Text #1353

#1129

F23

F24

F25

F26

F23

F24

F25

F23

F24

F25

F26

-0+100+00

0+50

2+50 3+00 3+50 3+60

FENCE TABLE

KEY

F10

F11

F12

F13

F14

NORTHING

831684.03

831759.07

831719.13

831549.90

831511.50

831417.92

831402.17

831383.60

831345.99

831301.61

831286.22

831294.43

831294.32

831309.70

EASTING

4313088.40

4313144.79

4313200.96

4313431.60

4313478.30

4313599.13

4313621.08

4313642.90

4313680.82

4313678.86

4313691.64

4313701.53

4313724.53

4313740.26

FENCE TABLE

KEY

F15

F16

F17

F18

F19

F20

F21

F22

F23

F24

F25

F26

NORTHING

831311.77

831250.34

831241.01

831243.99

831248.42

831257.95

831267.54

831253.50

831430.80

831458.68

831471.39

831483.84

EASTING

4313742.37

4313714.48

4313711.40

4313705.35

4313700.26

4313692.36

4313684.53

4313668.33

4313064.98

4312964.68

4312967.60

4312970.43

LINE TABLE

LINE #

LENGTH

61.25'

119.89'

30.52'

DIRECTION

N31° 13' 41.41"E

S71° 42' 00.00"E

N73° 42' 26.24"W

START POINT

(4313030.41,831516.37)

(4313120.62,831590.29)

(4313088.43,831433.89)

END POINT

(4313062.16,831568.74)

(4313234.45,831552.64)

(4313059.14,831442.46)

CURVE TABLE

CURVE #

RADIUS

50.00'

LENGTH

91.57'

67.26'

CHORD LENGTH

79.30'

62.30'

CHORD DIRECTION

N21° 14' 22.42"W

N69° 45' 50.71"E

START POINT

(4313059.14,831442.46)

(4313062.16,831568.74)

END POINT

(4313030.41,831516.37)

(4313120.62,831590.29)

G 2E

C D

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L as t S av ed B y:

N N

D R

B Y:

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D B

N U

D B

T D

C O

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US Army Corps of Engineers ®

SHEET OF

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CS102

0 0

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A C

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020' 20'

WRIGHT LANE

EXISTING JUVENILE CONC. POND

PRE-SORT POOLS

PARKING

AREA

ACCESS ROAD

POST SORT POOLS

SORT

FACILITY

MECH / ELEC

BUILDING

MAINTENANCE

AND

OFFICE

BUILDING

ENLARGED PAVEMENT PLAN - WEST

CONNECT TO EXISTING FENCE

CONNECT TO

EXISTING FENCE

CONNECT TO

EXISTING FENCE

CONNECT TO

EXISTING FENCE

ACCESS ROAD ALIGNMENT

MAINTENANCE AND

OFFICE BUILDING SIGN

SEE A-601

MECH / ELEC

BUILDING SIGN

SEE A-601 END CURB

RETAINING WALL

SEE CS104PAVEMENT

STRIPING

BEGIN

CURB

CURB AROUND

HOPPER DRAIN

SLIDE GATE

12' OPENING

8 INCH DEPTH OF

4 INCH MINUS AGGREGATE OVER

COMPACTED SUBGRADE

BEGIN ACCESS ROAD

0+00.00

PAVEMENT REPLACEMENT

FOR RETURN TO RIVER PIPE

(TYP)

R25'

R50'

15'

8 INCH DEPTH OF

4 INCH MINUS AGGREGATE

OVER COMPACTED SUBGRADE

CS501

END ACCESS ROAD

3+52.49

BEGIN TRANSITION FROM 15 FOOT

SECTION TO 20 FOOT SECTION

END TRANSITION FROM 15 FOOT

SECTION TO 20 FOOT SECTION

BEGIN TAPER

END TAPER

20'

R20'

NOTES:

1. SEE CG SHEETS FOR PAVEMENT COORDINATES OUTSIDE OF ACCESS ROAD ALIGNMENT..

37.9'

19.8'

17.5'

BOLLARDS FOR FH

CONCRETE CONTRACTION JOINT (TYP)

WALKWAY (TYP)

INSTALL RIPRAP IN EXCAVATED AREA UP

TO TOP OF BANK.

SEE DETAILS 1 AND 2, SHEET CU502

10'

11'

ROCK OUTFALL AT ROAD LOW

POINT PER DETAIL 5, CU502

ROCK OUTFALLS (TYP)

PER DETAIL 5, CU502

BOLLARDS FOR

TRANSFORMER

STAIRS PER ODOT

RD120

AutoCAD SHX Text D

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N (N

-0+05 0+00 0+25 0+50 0+65

N (N

0+55 0+75 1+00 1+05

0+00 0+10 0+20 0+30 0+40 0+50 0+60

0+99

0+70

0+80

0+90

(F T, N

DISTANCE FROM CENTERLINE (FT)

0+50

0 20 400-20-40

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0+20

0 20 400-20-40

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US Army Corps of Engineers ®

SHEET OF

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U .S

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C H

HORIZONTAL SCALE: 1" = 10'-0"

RETAINING WALL PROFILE

VERTICAL SCALE: 1" = 10'-0"

010' 10'

59'-7" 39'-7"

BOTTOM OF WALL

EL: 661.5'

TOP OF ROCK

45 DEG TAPER

BLOCK STACK

FOUNDATION

BLOCK BEGIN

FOUNDATION

BLOCK END

2.5'x2.5'x5' TYP

BLOCK TYPES PER

CONTRACTOR BLOCK

PLAN AND CONTRACT

SPECIFICATIONS

SCALE: 1" = 10'-0"

RETAINING WALL PLAN

010' 10'

N SCALE: NTS

RETAINING WALL SW ISOMETRIC ("FRONT")

SCALE: NTS

RETAINING WALL NE ISOMETRIC ("BACK")

TOP OF ROCK

ARMOR ROCK

18 INCHES MINIMUM SURFACING

AGGREGATE FOR

ROAD SHOULDER

DRAINAGE ROCK

GEOTEXTILE FILTER

DRAIN (SEE NOTE 2)

CS104

LIGHTWEIGHT

BACKFILL

LIMITS

CS104

APPROX. LIMITS OF

LIGHTWEIGHT BACKFILL

NOTES:

1. SEE SECTION 32 32 23.13 25, SEGMENTAL CONCRETE BLOCK RETAINING

WALL, FOR ADDITIONAL SPECIFICATIONS.

2. PIPE DIAMETER IS 6 INCHES. SEE SHEETS CU102 AND CU104 FOR

INVERT ELEVATIONS AND DISCHARGE POINTS. SEE SHEET CU501 FOR

FOUNDATION DRAIN DETAILS.

A B C

RETAINING WALL CONTROL POINTS

POINT NORTHING EASTING ELEVATION

A 831597.47 4313289.48 661.5'

B 831579.29 4313344.03 661.5'

C 831577.40 4313346.20 661.5'

D 831543.86 4313362.98 661.5'

LIGHTWEIGHT BACKFILL

TOP OF LIGHTWEIGHT BACKFILL

EL: 678'

010' 10' 010' 10'

SURFACING AGGREGATE FOR

LEVELING PAD. MIN. 1 FT THICKNESS

BELOW BOTTOM OF WALL OR MORE

BASED ON SUBGRADE INSPECTION.

FG (SEE GRADING PLANS)

MIN. 18"

CONSTRUCTED SLOPE

FOR DRAIN ROCK

SELECT BACKFILL AGGREGATE

APPROX. EDGE OF

ROAD

6' CENTERED

ON BOTTOM

OF WALL

1.5 INCH GAP BETWEEN WALL

AND LIGHTWEIGHT BACKFILL

SECTION VIEW WITH SELECT BACKFILL AGGREGATE

SCALE: 1" = 10'-0"CS104

BSECTION VIEW WITH LIGHTWEIGHT BACKFILL

SCALE: 1" = 10'-0"CS104

N (N

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+252+30

-6.0% -7.5% -6.5% -5.0% 2.0%

PVI STA: 1+90.62

PVI ELEV: 657.53

K: 6.29

LVC: 44.00

+6 8.

C E:

+1 2.

C E:

LOW PT. STA: 2+00.09

LOW PT ELEV: 657.85

G B

N (N

-0+10 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+60

G B

-0

+1 0.

G B

-0

+0 0.

G B

PVI STA: 2+50.00

PVI ELEV: 656.98

K: 12.00

LVC: 48.00

+2 6.

C E:

+7 4.

C E:

PVI STA: 1+50.00

PVI ELEV: 651.98

K: 16.00

LVC: 144.00

+7 8.

C E:

+2 2.

C E:

8LOW PT. STA: 1+42.00

LOW PT ELEV: 653.58

: 0

+2 0.

M id

: 0 +6

: 1

+1 2.

: 1

+7 3.

M id

: 2 +0

: 2

+4 0.

-4.0% -4.0% 5.0%

1.0%

G 2E

C D

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

CS201

A N

D R

Y U

R O

. M C

C U

R D

Y, P

T, P .E

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

1_ C

.d w g

EXAGGERATION: H1:V1

FISH CROSSING ROAD - PROFILE

020' 20'

EXAGGERATION: H1:V1

ACCESS ROAD - PROFILE

020' 20'

R O

4.1%

EXIST EN

D C

R O

TOP OF ROCK

CULVERT/FISH LADDER

EXISTING PIPE -

TO BE REMOVED

TOP OF ROCK

EXIST

R O

O R

C D

J N

F i l e

L a s t

S a v e d

B y

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

C O

N T

R A

SHEET

IDENTIFICATION

1 2 3 4 5 6

D E

S C

R I P

T I O

N M

A R

K D

A T

E A

P P

US Army Corps of Engineers

SHEET OF

CS501

0 0

D E

X T

E R

V O

I R

A D

A C

I L I T

P G

R A

D E

S I T

E T

A I

R E

C C

U R

D Y

J S

E D

E Y

J C

A R

R O

L L

J E

R E

P P

A D

V E

R T

I S

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

A N

S I

D X

S d w g

3" AC (2 LIFTS) OVER

2" LEVELING COURSE (3/4"-0) OVER

8" BASE AGGREGATE (1-1/2"-0)

OVER SUBGRADE

16'

SUBGRADE

FISH CROSSING ROAD TYPICAL SECTION

SCALE: NTS

CS103

1 ' WIDE SHOULDER

6" AGGREGATE (3/4"-0)

5% MAXIMUM SLOPE

(TYP)

O A

STANDARD CURB

PER ODOT RD 700

H=16", 6" EXPOSURE

(TYP)

PROVIDE 5% MAX SHOULDER

AS NEEDED FOR FENCE AND

GUARDRAIL. MAXIMUM 6 INCH

CURB EXPOSURE (TYP)

3" AC (2 LIFTS) OVER

2" LEVELING COURSE (3/4"-0) OVER

8" BASE AGGREGATE (1-1/2"-0)

OVER SUBGRADE

15'

SUBGRADE

ACCESS ROAD TYPICAL SECTION

SCALE: NTS

CS102

7.5'

O A

6" CONCRETE PAVEMENT

4" BASE COURSE

AGGREGATE

2" CHAMFER (TYP.)

NOTE:

CONCRETE PAVEMENT SHALL MEET REQUIREMENTS

OF SPECIFICATION SECTION 03_31_01 - CAST-IN-PLACE

STRUCTURAL CONRETE FOR CIVIL WORKS.

CONCRETE PAVEMENT DETAIL

NTS

C D

J N

F i l e

L a s t

S a v e d

B y

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

C O

N T

R A

SHEET

IDENTIFICATION

1 2 3 4 5 6

D E

S C

R I P

T I O

N M

A R

K D

A T

E A

P P

US Army Corps of Engineers

SHEET OF

CS502

0 0

D E

X T

E R

V O

I R

A D

A C

I L I T

P G

R A

D E

S I T

E T

A I

R E

C C

U R

D Y

J S

E D

E Y

J C

A R

R O

L L

J E

R E

P P

A D

V E

R T

I S

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

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L A

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R E

G O

A N

S I

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S d w g

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

2.375" O.D.

2.875" O.D.

4.00" O.D.

2.00" SQ.

2.50" SQ.

3.00" SQ.

3.50" x 3.50" 3.50" x 3.50"

1.90" O.D.

2.25" x 1.70" 2.25" x 1.70" 2.25" x 1.70"

2.25" x 1.70"

1.66" O.D.

1.50" SQ.

1.625" x 1.50"

1.625" x 1.25"

1.875" x 1.625"

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

TENSION BAND

(15" O.C. MAX. AND WITHIN 4" FROM

TOP AND BOTTOM OF FABRIC)

LINE POST

EXTENSION ARM DETAILS

CORNER POST

FASTENING DETAILS

H-BEAM

ROUND POST

LINE POST ATTACHMENTS

ROUND POST

H-BEAM

END OR GATE POST DETAIL

TENSION BAND DETAIL

TOP OR BRACE RAIL ATTACHMENT

TRUSS ROD AND BAND

NO SCALE

BRACE RAIL CLAMP DETAILS

BRACE PANEL DETAIL

GROUNDING DETAIL

NO SCALE

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

FABRIC WIDTH 72" INCHES OR LESSFABRIC WIDTH 84" TO 96"

FABRIC WIDTH 108" AND OVER

NO SCALE

FENCE LEGEND:

EXAMPLES:

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE

OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND

BOTTOM TENSION WIRE, AND 84 INCH FABRIC WIDTH.

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES

OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE

FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE

AREA.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE APRON EXTENDED

OUTWARD FROM THE AREA BEING PROTECTED.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED

WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

5. FENCE CONSTRUCTION TO BEGIN AFTER GRADE IS ESTABLISHED.

6. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES

OF FENCE SECTIONS AND METHODS OF INSTALLATION.

7. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE

KEEPERS EXCEPT AS NOTED.

8. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE).

GATE FRAMES SHALL BE WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO

BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

FABRIC

TENSION BAR TO ENGAGE

EACH FABRIC LINK

TENSION BAR

CARRIAGE BOLT

TENSION BAND

TRUSS ROD

(3/8" MIN. DIA.)

TENSION WIRE

FABRIC

9-GAGE STEEL TIE WIRES

(2'-0" O.C. MAX.)

LINE POST

BRACE

RAILS

TRUSS ROD

PULL POST

BRACE

RAILS

TRUSS ROD

LINE POST

TENSION

WIRE

ƒ" DIA. COPPER-CLAD

STEEL GROUND ROD

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

FENCE POST

#8 AWG SOLID

COPPER WIRE

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

..."PLAIN PIN

RIVETED FLUSH (TYP.)

..."PLAIN PIN

RIVETED FLUSH (TYP.)

LOCK PIN (TYP.)

BARB WIRE (TYP.)

TOP RAIL OR TENSION WIRE

10'-0" MAX. 10'-0" MAX.

Y P

1'-0"

FINISH GRADE

10"

GATE POST SCHEDULE

6' OR LESS

MORE THAN 18'

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

(NOMINAL)

2.875" O.D.

2.5" SQ.

4.0" O.D.

6.625" O.D.

8.625" O.D.

GATE KEEPER

(TO HOLD GATE OPEN)

(NON OPERATOR GATE)

MORE THAN 6' TO 12'

MORE THAN 12' TO 18'

CHAIN-LINK SECURITY FENCE DETAIL

LINE POSTS TO BE EQUALLY SPACED

NO SCALE

BARBED-WIRE APRON

ON EXTENSION ARMS

TOP RAIL OR TENSION WIRE

BRACE RAIL

LINE POST

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

LINE POST

TENSION WIRE

BOTTOM OF

FABRIC

GRADE

HOG RINGS (TYP.)

TIE WIRES

OR HOG

RINGS

(TYP.)

TIE WIRES

OR CLIPS

(TYP.)

TRUSS ROD

(3/8" MIN. DIA.)

CORNER,

END,OR

PULL POST

CONCRETE BASE

F A

B R

T H

I N

A X

I N

10'-0" MAXIMUM

16" MIN. DIA.

I N

10" MIN. DIA.

I N

10" MIN. DIA.

GATE FRAME

OPENING

I N

A X

40% OF OPENING

GATE POSTS

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

FOOTINGS: DIAMETER

(4X) POST DIAMETER,

MIN 3'-4" DEPTH

8" O.D. INTERIOR

VERTICAL MEMBERS

8" O.D. VERTICAL

END MEMBER

LATCH ASSEMBLY

DROP ROD ASSEMBLY

OMIT FABRIC IN THESE

BAYS OF GATE FENCE SHALL

PROVIDE SECURITY BETWEEN

GATE POSTS

8" O.D. TOP AND

BOTTOM MEMBERS

BRACE RAIL

8" O.D.

8" O.D. VERTICAL

END MEMBER

DROP ROD FOUNDATION

BARBED-WIRE APRON

ON EXTENSION ARMS

SINGLE CANTILEVERED SLIDE GATE

NO SCALE

F A

B R

T H

LATCH ASSEMBLY DROP ROD ASSEMBLY

NOTES:

WITH ROLLAR-GUARD

(TOP)

WITH ROLLER-GUARD

(BOTTOM)

ROLLER GUARD

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND

METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED

ON THE SECURE SIDE OF THE FENCE ALIGNMENT, CHAIN LINK

FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE

AREA.

3 GATE HEIGHT SHALL MATCH FENCE HEIGHT

ROLLER GUARD

GATE POST

8" O.D.

SAFETY POST

IN LINE WITH

GATE POST

ROLLER GUARD

LATCH ASSEMBLY

A DROP ROD FOUNDATION

SCALE: NTS

SAND/GRAVEL

PAVED SURFACE

2" DIA. DROP ROD

(INDUSTRY STANDARD)

P.C. CONC.

6" DIA. P.C. CONC.

1" ID STEEL

PIPE

BITIMINOUS

G E

N C

D R

F i l e

L a s t

S a v e d

B y

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

C O

N T

R A

SHEET

IDENTIFICATION

1 2 3 4 5 6

D E

S C

R I P

T I O

N M

A R

K D

A T

E A

P P

US Army Corps of Engineers

SHEET OF

CS503

0 0

D E

X T

E R

V O

I R

A D

A C

I L I T

P G

R A

D E

S I T

E T

A I

R E

C C

U R

D Y

J S

E D

E Y

J C

A R

R O

L L

J E

R E

P P

A D

V E

R T

I S

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

A N

S I

D X

S d w g

2' 2'

FENCE

M A

GRADING AT FENCE

CONCRETE BASE

TRUSS ROD

" IN. DIA.)

AutoCAD SHX Text X

AutoCAD SHX Text

ROLLER ASSY.

AutoCAD SHX Text

ROLLER ASSY.

AutoCAD SHX Text

ROLLER ASSY.

AutoCAD SHX Text

SECTION AT GATE POST

AutoCAD SHX Text

WITH ROLLER COVERS/GUARDS AND SAFETY POSTS

AutoCAD SHX Text

GUARD NOT SHOWN

AutoCAD SHX Text Y=831517.8111 X=4313202.7883 Z=654.6182

Y=831517.8111 X=4313202.7883 Z=654.6182

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

G50

G51

G52 G53

G54

G56 G57

G60

G61 G62

G63G64

G65 G66G67

G68

G69

G70G71

G72

G73

G74

G75

G76

G77

G78

G79

G80

G81 G82

G83

G84G85

G86G87

G88

G89

GRADING CONTROL POINTS

KEY

G50

G51

G52

G53

G54

G56

G57

G58

G59

G60

G61

G62

G63

G64

G65

G66

G67

G68

G69

G70

G71

G72

G73

G74

G75

G76

G77

G78

G79

G80

G81

G82

G83

G84

G85

G86

G87

G88

G89

NORTHING

831476.18

831489.19

831493.80

831488.44

831493.19

831508.93

831504.68

831506.35

831507.78

831508.85

831515.65

831518.75

831513.25

831512.61

831511.18

831509.89

831513.68

831515.10

831510.50

831494.76

831498.75

831536.66

831541.41

831563.01

831567.99

831556.38

831554.23

831550.76

831540.12

831525.68

831529.68

831526.58

831522.58

831518.65

831520.76

831536.17

831538.33

831541.69

831552.33

EASTING

4313295.53

4313299.83

4313301.49

4313318.26

4313319.83

4313325.04

4313337.91

4313344.18

4313349.51

4313353.52

4313358.88

4313354.96

4313350.62

4313348.22

4313342.89

4313338.06

4313326.60

4313322.30

4313320.29

4313315.08

4313303.00

4313315.53

4313317.10

4313329.60

4313331.25

4313347.24

4313350.20

4313349.05

4313345.53

4313363.77

4313366.93

4313370.85

4313367.69

4313364.59

4313361.93

4313342.41

4313339.67

4313340.78

4313344.30

ELEVATION

657.82

657.68

657.73

658.26

658.36

658.88

659.45

659.65

662.65

662.57

662.47

662.60

662.65

659.65

659.55

658.98

659.08

658.98

658.46

657.83

658.33

658.23

662.00

662.95

663.02

662.95

663.45

664.54

664.64

664.54

664.47

663.35

663.28

663.35

662.85

G 2E

C D

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

1/ 4/

CG103

0 0

A N

D R

Y U

G R

G P

R G

. M C

C U

R D

Y, P

T, P .E

A C

C O

R D

E W

A M

D T

D R

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

1_ C

dw g

EXISTING JUVENILE CONC. POND

POST SORT POOLS

SORT

FACILITY GENERATOR

BUILDING

WRIGHT LANE

PRE-SORT POOL

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

010' 10'

SCALE: 1"= 10'

SCALE: 1" = 10'

GRADING PLAN - ENLARGED VIEW 2

FREEZER

BUILDING

EXISTING JUVENILE ASPHALT POND

661.90661.75

SWALE

AutoCAD SHX Text

BORDER VERSION UPDATE [06-2016]

N (F

T, N

0 20 40 60 800-20

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 40 600

N (F

T, N

0 20 40 600-20

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 400-20-40

G 2E

C C

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

CG301

A N

D R

Y U

G R

G S

O N

- 1

. M C

C U

R D

Y, P

T, P .E

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

1_ C

dw g

EXISTING FWS

EXISTING

DUCT BANK

EXISTING FWS

EXISTING

DUCT BANK

APPROX.

TOP OF ROCK

WRIGHT LANE

JUVENILE

POND

EXISTING FWS

EGEXISTING

DUCT BANK

PROPOSED

FISH LADDER

APPROX.

TOP OF ROCK

APPROX.

TOP OF ROCK

APPROX.

TOP OF ROCK

EXISTING

DUCT BANK

EXISTING

FISH LADDER

EXISTING

FISH LADDER

PROPOSED

FISH LADDER

WRIGHT LANE

RAINGARDEN

FISH

LADDER

DIFFUSION

CHAMBER

PROPOSED MECH

PIPES

SUBSTATION

MATCH EXIST

GRADE: 664.48±

EXISTING

FENCE

SECTION A

CG101

A SECTION B

CG101

SECTION C

CG101

C SECTION D

CG101

FISH

LADDER

DIFFUSION

CHAMBER

PROPOSED

MECH PIPES

SUBSTATION

MATCH EXIST

GRADE: 664.48±

EXISTING

FENCE

PROPOSED

MECH PIPES

<-2% -2%>

2H:1V MAX

NEW FENCE

2H:1V MAX

MIN->

MAX->

FG MIN. 6 INCHES

BELOW TOP OF

POND WALL

<-2%

MIN

FG OF WALKWAY 3.5 FEET

BELOW TOP OF FISH LADDER

PROPOSED

MECH PIPES

MATCH EXIST

GRADE: 660.0±

MATCH EXIST

GRADE: 666.0±

NOTES:

1. ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL FEATURES SHOWN FOR

GENERAL SPATIAL REFERENCE. SEE EACH DISCIPLINE'S SHEETS FOR EXACT LOCATIONS.

2. FG MINIMUM 6 INCHES BELOW TOP OF FISH LADDER.

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 40 60 800-20

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 40 60 800-20-40

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 40 60 800-20-40-60

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 40 600-20-40-60

G 2E

C D

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

CG302

A N

D R

Y U

G R

G S

O N

- 2

. M C

C U

R D

Y, P

T, P .E

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

1_ C

dw g

WRIGHT

LANE

JUVENILE

AC POND

EXISTING FWS

PROPOSED

FISH LADDER

EXISTING

DUCT BANK

APPROX.

TOP OF ROCK

EXISTING FISH

LADDER

SECTION E

CG101

<-2%2%-> 2%

MIN->

SWALE

PROPOSED

MECH PIPES

660.0

MATCH EXIST:

660.0±

NEW

FENCE

FG MIN. 6 INCHES

BELOW TOP OF

POND WALL

WRIGHT

LANE

JUVENILE

AC POND

EXISTING FWS

664.0 FG

EXISTING

DUCT BANK

APPROX.

TOP OF ROCK

EXISTING FISH

LADDER

SECTION F

CG101

2H:1V MAX

PRE-SORT

POOL

664.5

MATCH EXIST:

664.33±

GENERATOR

BUILDING

EXISTING FWS

664.0

PRE-SORT

SHADE STRUCTURE

AND FOOTING

(PROJECTED)

APPROX.

TOP OF ROCK

MECHANICAL

VAULTEXISTING FISH

LADDER

SECTION G

CG101

PROPOSED

MECH PIPES

2H:1V MAX

PRE-SORT

POOL

663.0 AT EDGE OF

ROOF FOOTING

2%->

666.0

WRIGHT

LANE

FG 6 TO 30 INCHES

BELOW TOP OF VAULT

EXISTING FWS

FG EG

PRE-SORT

SHADE STRUCTURE

(PROJECTED)

APPROX.

TOP OF ROCK

JUVENILE

CONC POND

SECTION H

CG101

WRIGHT

LANE

PRE-SORT

POOL

RAINGARDEN

PROPOSED

MECH PIPES

664.0

2H:1V MAX

663.0 AT EDGE OF

ROOF FOOTING

2%->

666.0

NEW

FENCE

FG MIN. 6 INCHES

BELOW TOP OF

POND WALL MATCH EXIST:

667.24±

NEW

FENCE

NOTES:

1. ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL FEATURES SHOWN FOR

GENERAL SPATIAL REFERENCE. SEE EACH DISCIPLINE'S SHEETS FOR EXACT LOCATIONS.

2. FG MINIMUM 6 INCHES BELOW TOP OF FISH LADDER.

N (F

T, N

DISTANCE FROM CENTERLINE (FT)

0 20 40 60 800-20-40-60

N (F

T, N

0 20 40 60 80 100 1200-20-40-60-80

G 2E

C D

Fi le

L as t S av ed B y:

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

SHEET OF

CG303

A N

D R

Y U

G R

G S

O N

- 3

. M C

C U

R D

Y, P

T, P .E

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 5, 2023.