FCFF-CIVIL-DWGS.pdf
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- Fall Creek Fish Facility Upgrades
- Solicitation number
- W9127N-16-R-0005
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| File | Type | Posted |
|---|---|---|
| GENERAL_SHEET_FILES.pdf | ||
| W9127N-16-R-0005_Amend_0003.pdf | ||
| The_video_files_information.docx | DOCX document | |
| W9127N-16-R-0005_Amend_0002.pdf | ||
| W9127N-16-R-0005_Amend_0001.pdf | ||
| A.07.20_Site_visit_Attendee_List.pdf | ||
| A.07.20_FCFF_Pre-Bid_03_29_2016.pptm | PPTM file | |
| Attachment_C_SubK_Plan_16-R-0005_Fall_Creek_Fish_Facility.docx | DOCX document | |
| Attachment_B_Offerors_Experience_Form.docx | DOCX document | |
| FCFF-ELECTRICAL-DWGS.pdf | ||
| FCFF-MECHANCIAL-DWGS.pdf | ||
| FCFF-ARCHITECTURAL-DWGS.pdf | ||
| Attachment_A_Past_Performance_Questionnaire_(PPQ).docx | DOCX document | |
| FCFF-GENERAL-DWGS.pdf | ||
| CENWP-OD-SAF-385-1__HECP__28_May_2014.pdf | ||
| EM_385-1-1_30_Nov_2014.pdf | ||
| A.02.23_W9127N-16-R-0005_RFP.pdf | ||
| FCFF-INFO-DWGS.pdf | ||
| Bidder_Inquiry_Instructions.pdf | ||
| FCFF-STRUCTURAL-DWGS.pdf |
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Text version
MANHOLE
CATCH BASIN
CLEAN OUT
LIGHT
UTILITY POLE
TRANSFORMER
SIGN
ELECTRIC SERVICE BOX
TELEPHONE PEDESTAL
TREE DRIPLINE
5' INTERVAL CONTOUR
1' INTERVAL CONTOUR
LIMITS OF DISTURBANCE
CENTERLINE
SAWCUT LINE
EDGE OF AC OR GRAVEL
CURB
STORM DRAIN
SANITARY SEWER
FENCE
CHANNEL FLOWLINE
SEDIMENT FENCE
DRAINAGE FLOW DIRECTION
CONCRETE PAVING
ASPHALT PAVING
DECIDUOUS TREE
EVERGREEN TREE
645645
1. FOR CURBS, SIDEWALKS, AND STAIRS USE 3000 PSI MIX PER SPECIFICATION
SECTION 03 31 01.00 25 - CAST-IN PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS.
2. FOR CONCRETE PAVING, USE 45OO PSI MIX PER SPECIFICATION SECTION 03 31 01.00 25 - CAST-IN PLACE
STRUCTURAL CONCRETE FOR CIVIL WORKS.
3. FOR ASPHALT PAVING, SEE SPECIFICATION SECTION 32 12 16.00 25 - HOT MIX ASPHALT (HMA) FOR ROADS
FENCE/GATE POST
STORM CULVERT
ORDINARY HIGH WATER
PRIMARY OVERHEAD POWER
TEST PIT
100 YEAR HIGH WATER
5% EXCEEDANCE HIGH WATER5% EX
100YR
GRADING (2 HORIZONTAL : 1 VERTICAL)
LIMITS OF CONSTRUCTION
RIP-RAP
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-001
FA
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C R
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K D
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A N
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S A
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2/
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PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
2:1
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-002
FA
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C R
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K D
A M
A N
D R
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E R
V O
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A
D U
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F
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F A
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U P
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A D
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E X
IS
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N G
S
IT
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PL
AN
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U R
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Y
C O
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2/
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G 2E
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D R
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IN
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A N
S I F
FL
F1
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X
TG
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PORTLAND DISTRICT
SCALE: 1"= 20'
20' 0 20'
EXISTING STORM OUTFALL
EXISTING
FISH FACILITY
REGULATING OUTLET ROAD
Point Table
Name
01 01 fc-1
01 01 fc-2
04-41-4
1316-20
1316-21
1316-22
1316-23
1316-24
1316-25 base lccm 118 fc-1
Northing
837266.57
837367.14
838686.46
838860.84
838870.34
838742.73
838594.16
838652.90
838742.48
836969.05
836527.31
Easting
4326644.98
4326664.18
4326535.11
4326515.64
4326209.78
4325885.28
4325877.93
4326025.79
4326258.83
4329366.34
4326612.27
Elevation
842.58
842.50
682.68
687.79
677.76
677.74
680.35
678.43
680.76
842.02
851.86
Description
NOT SHOWN - 3 1/2" BRASS DISK
NOT SHOWN - 3 1/2" BRASS DISK
3 1/2" BRASS DISK
NOT SHOWN - IR W/RPC
IR W/RPC
IR W/RPC
IR W/RPC
IR W/RPC
IR W/RPC
NOT SHOWN - 2" ALUM CAP
NOT SHOWN - 6" STEEL PIPE
1. HORIZONTAL DATUM:NAD 1983 (NAD83, 2011) GEOID 12A, STATE PLANE COORDINATE SYSTEM
OREGON SOUTH ZONE, UNITS IN SURVEY FEET.
2. VERTICAL DATUM: NAVD88, SUBTRACT 3.62' FROM NAVD88 ELEVATIONS TO DERIVE HISTORICAL PROJECT DATUM (BASED ON LEVELS THROUGH FOUND BRASS DISK 04-41-4 ELEVATION 682.67'
NAVD88 =ELEVATION 679.05' PUBLISHED PROJECT DATUM).
3. DATUM FOR INFORMATIONAL DRAWINGS IS FALL CREEK DATUM (NGVD29). NGVD29 + 3.62 =NAVD88
4. DATE OF SURVEY: NOVEMBER 19-26, 2013.
5. CONTOURS ARE 1 FOOT INTERVALS.
6. TREE INFORMATION SHOWN ON C-007.
7. THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES ARE APPROXIMATE. CONTRACTORS MUST VERIFY THE PRESENCE AND LOCATION OF EXISTING UTILITIES AND STRUCTURES PRIOR TO
EXCAVATION AND CONSTRUCTION.
8. SEE INFORMATIONAL DRAWINGS FOR MORE INFORMATION ON EXISTING CONDITIONS.
9. SEE GEOTECHNICAL BASELINE REPORT FOR GEOTECHNICAL INFORMATION.
SURVEY CONTROL (TYP.)
FISH FACILITY ROAD
DA
M
M
AI
NT
EN
AN
CE
R O
AD
LIMITS OF WETLAND
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-003
FA
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C R
E E
K D
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A N
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A
D U
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F
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F A
C
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U P
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A D
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PL
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FL
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SI
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PORTLAND DISTRICT
SCALE: 1"= 20'
20' 0 20'
RAIN
GARDEN 1
SORTFACILITY
POSTSORTPOOLS
FISH LADDER
OVERFLOW
INLET
GUARDRAIL
STORM OUTFALL
FISH RETURN OUTFALL
EXISTING STORM OUTFALL
ST
AI
RS
HEADBOX
RETURN PIPE
FACILITY WATER
SUPPLY PIPE
RAIN GARDEN 2
PRE-SORTPOOL
ANAESTHETIC POND
FISH RETURN PIPE
METAL WALKWAY
C O
NC
R
ETE W
ALKW
AY
HEADBOX
EXISTING
FISH FACILITY
ELECTRICAL
BUILDING
MECHANICAL
BUILDING
REGULATING OUTLET ROADFISH FACILITY ROAD
OVERFLOW INLET
PROPOSED
FENCE
STORM SEWER
PROPOSED
SLIDING GATE
NEW FISH FACILITY ROAD
RAIN GARDEN 3
C O
NC
R
ETE W
ALKW
AY
PROPOSED SLIDING GATE
RESTROOM
BUILDING
OVERFLOW INLET
SITE PROFILE
CUT LINE
SEE C-104
SLOPE
TOE DRAIN
BOLLARD
(TYP)
SEPTIC TANK
TRENCH DRAIN
GENERATOR
CONTAINMENT AREA
DRAINAGE DITCH
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-005
FA
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A N
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FL
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PORTLAND DISTRICT
SCALE: 1"= 20'
20' 0 20'
OVERFLOW
INLET
STORM OUTFALL
AND CONTRACTOR
DESIGNED COFFER DAM
FISH RETURN OUTFALL
EXISTING STORM OUTFALL
DRAINAGE DITCH
RAIN GARDEN 2
SEDIMENT CONTROL FENCE
RAIN GARDEN TO BE
UTILIZED AS SEDIMENT TRAP
DURING CONSTRUCTION
VEHICLE TRACKING
CONTROL PAD
FISH FACILITY ROAD
REGULATING OUTLET ROAD
NEW FISH FACILITY ROAD
SEDIMENT CONTROL FENCE
RAIN GARDENS TO BE UTILIZED AS
SEDIMENT TRAPS DURING CONSTRUCTION
RAIN GARDENS TO BE UTILIZED AS
SEDIMENT TRAPS DURING CONSTRUCTION
B C-006
ANAESTHETIC POND
RAIN GARDEN 3
RAIN GARDEN 1
D C-006
CONCRETE
WASHOUT H
C-006
DA
M
M
AI
NT
EN
AN
CE
R O
AD
CONCRETE WASHOUT
H
C-006
INLET
PROTECTION
RAIN GARDEN TO BE UTILIZED
AS SEDIMENT TRAP DURING
CONSTRUCTION
A C-006
I C-006
I C-006
STRAW BALE
INSTALL PER
H C-006
STRAW BALE
INSTALL PER
H C-006
STRAW BALE
INSTALL PER
H C-006
NEW RIPRAP
LIMITS OF EXISTING WETLANDS
TO BE PROTECTED
670 670
F C-005
STAGING AREA
A C-006
LIMITS OF COFFER DAM
CONSTRUCTION
RAIN GARDEN 1
1. EROSION CONTROL MEASURES IDENTIFIED ON PLANS
REPRESENT A POSSIBLE COURSE OF ACTION. THE CONTRACTOR
IS RESPONSIBLE FOR ADHERENCE TO ENVIRONMENTAL PERMITS
AND SHALL SUBMIT AN EROSION CONTROL PLAN PER
SPECIFICATION 01 57 20.00 25 AND 01 57 23.00 25.
2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY CONSTRUCTION ACTIVITIES ON-SITE.
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
NTS
NTS
6"
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.
1.
2.
3.
4.
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
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
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
3'
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'
10'
STAPLE DETAIL
8" DIA.
STEEL WIRE
2"
4"
5' M
A X.
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)
SEDIMENT TRAP OUTLET
NTS
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.
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-006
FA
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C R
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A N
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V O
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A
D U
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F A
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U P
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A D
E
E R
O S
IO
N
C O
N
TR
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D
ET
AI
LS
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dw g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
SEDIMENT CONTROL FENCE
C-005
A INLET PROTECTION
C-005
B VEHICLE TRACKING CONTROL PAD
C-005 D
PLASTIC SHEETING
C-005 F
CONCRETE WASH-OUT DETAIL
C-005 H
SEDIMENT TRAP
C-005
I
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-007
FA
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C R
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A M
A N
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V O
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A
D U
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F
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F A
C
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IT
Y
U P
G R
A D
E
D E
M O
LI
TI
O N
P
LA
N
T R
EE
T
AB
LE
R O
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D
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PORTLAND DISTRICT
SCALE: 1"= 20'
20' 0 20'
TREE
ID DESCRIPTION
DRIPLINE
DIA. REMOVE
953 16" CEDAR 22'
954 (3) 8" & (2) 10" CEDAR 22'
18" CEDAR 25'
1179 (2) 14" CEDAR 28'
1180 18" CEDAR 28'
1181 12" CEDAR 28'
1182 12" CEDAR 18'
1431 14" CEDAR
1432 6" CEDAR
1516 10" CEDAR
1517 20" MAPLE
1518 16" ALDER
1519 12" ALDER
1520 40" MAPLE
1539 12" FIR
1541 8" FIR
1542 8" FIR
1543 6" CEDAR
8" FIR
1544 8" MAPLE
1552 12" CEDAR
1553 8" CEDAR
1604 10" FIR 22'
1605 6" FIR 14'
1606 28'8" FIR
1433 8" CEDAR
1434 10" CEDAR
1435 14" CEDAR
1436 6" CEDAR
1437 6" MAPLE
1430 34" FIR
1429 16" FIR
X X X
X X
X X
18" CEDAR 21' X
TREE
ID DESCRIPTION
DRIPLINE
DIA. REMOVE
1607 8" FIR 20'
1608 12" CEDAR 18'
1609 8" MAPLE 34'
1610 12" FIR 32'
1668 8" FIR 20'
1669 20" MAPLE 46'
1670 (3) 12"+ FIR 48'
1671 6" FIR 16'
1673 8" FIR
28'
1674 8" FIR 28'
1675 8" FIR 26'
8" FIR
1676 22" CEDAR 32'
1611 10" MAPLE 40'
1612 14" CEDAR 24'
1613 6" MAPLE 42'
TREE
ID DESCRIPTION
DRIPLINE
DIA. REMOVE
1440 28" FIR
1458 30" CEDAR
1459 8" CEDAR
1460 12" CEDAR
1514 24" FIR
1441 8" FIR
1442 8" ALDER
1443 6" FIR
1451 42" CEDAR
1452 14" MADRONE
1453 8" FIR
1454 10" CEDAR
1455 16" FIR
1438 8" CEDAR
1439 6" FIR
X X X X
1515 12" MAPLE
TREE
ID DESCRIPTION
DRIPLINE
DIA. REMOVE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA 28'
XXX
EVERGREEN TREE
-TO BE REMOVED
DECIDUOUS TREE
-TO BE REMOVED
EVERGREEN TREE
-TO REMAIN
DECIDUOUS TREE
-TO REMAIN
TREE TAG
X X
PLAN
REMOVE EXISTING
PIPE GATE
REMOVE
PAVEMENT
X X
X
X
REMOVE AND REPLACE
EXISTING CONCRETE STAIRS
PER ODOT DETAIL RD120
(SEE SHEET C-113)
REMOVE
EXISTING
FENCE
EXISTING STORM OUTFALL
LIMITS OF EXISTING WETLANDS
TO BE PROTECTED
REMOVE AND REPLACE
STORM SEWER CULVERT
FALL CREEK
REGULATING
OUTLETCHANNEL
FISH FACILITY ROAD
REGULATING OUTLET ROAD
REMOVE
EXISTING
GRAVEL
SAWCUT
FOR DEMOLITION OF EXISTING FISH FACILITY,
SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.
REMOVE EXISTING
FENCE AND GATE
1433 1434
1519 1517
1429 1438
1540 1541
1514 1460
REMOVE EXISTING
CATCH BASIN AND PIPE
EXISTING
DITCH
REPAVE
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. INSTALL ALL EROSION CONTROL MEASURES BEFORE DEMOLITION BEGINS.
5. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS/ELEVATIONS BEFORE DEMOLITION BEGINS.
6. STRIP, CLEAR, AND GRUB VEGETATION WITHIN LIMITS OF DISTURBANCE, PER SPCIFICATION 31 11 00.
7. SEE REFERENCE DRAWINGS FLD 1-18, 1-19, 1-21, 1-23/4, 1-23/7, 2-18, 2-59, 2-91 FOR DETAILS OF
EXISTING CIVIL FEATURES TO BE DEMOLISHED.
8. REPAIR SUBGRADE AND REPLACE PAVING WHERE PAVING IS REMOVED EXISTING AND PROPOSE
FENCES AND UTILITIES. SEE E-102 FOR PROPOSED ELECTRICAL LINE LOCATIONS.
9. OVERLAY 2 INCHES OF ASPHALT ON FISH FACILITY ROAD FROM THE PROPOSED ENTRANCE GATE TO THE EXISTING FISH FACILITY WHERE EXISTING ASPHALT REMAINS. REPAIR UNDERLYING EXISTING
ASPHALT PER SPECIFICATION 32 12 16.
X X X
REMOVE EXISTING
GUARDRAIL
CLEARING AND GRUBBING LIMITS
PROTECT HANDRAIL
ENTRANCE GATE
SEE NOTES 8 AND 9
END OF
OVERLAY
SEE NOTE 9
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
SORT
FACILITY
POST
SORT
POOLS
TRENCH DRAIN
STAIRS
RAIN
GARDEN 1
BOTTOM
= 666.5
RAIN GARDEN 1
OUTLET
SEE C-201
668669
674675 676677
ELECTRICAL
BUILDING
FF=669.7
GENERATOR
CONTAINMENT
AREA
C-100
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
G R
A D
IN
G
P
LA
N
W E
ST
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
G
R D
1.
dw g
PORTLAND DISTRICT
SCALE: 1"= 10'
10' 0 10'
MECHANICAL
BUILDING
FF=669.7
RAIN GARDEN 2
BOTTOM = 678.0
68068
GUARDRAIL
678679
FISH FACILITY ROAD
NEW FISH FACILITY ROAD
REGULATING OUTLET ROAD
1. SIDE SLOPES OF PROPOSED RAIN GARDENS ARE 4:1.
2. REFER TO GEOTECHNICAL BASELINE REPORT (GBR).
ATTACHMENT 6 TO CONTRACT, FOR SUBSURFACE
INFORMATION.
3. DO NOT CREATE PONDING, OTHER THAN RAIN
GARDENS AND ANAESTHETIC POND.
4. ROAD GRADING SHOWN ON C-110.
5. SIDEWALKS PER ODOT RD720.
6. SLOPE 5% MINIMUM AWAY FROM STRUCTURES A
DISTANCE OF 5 FEET.
2:1
2:
2:
2:1
FALL CREEK REGULATING OUTLET CHANNEL
ANAESTHETIC POND
BOTTOM = 678.0
M
AT
C H
LI
N
E (S
E E
S H
E E
T C
-1
PLAN
DITCH
BOTTOM OF POND
A C-105
B C-105
D C-105
E C-105
F C-105
C C-105
FISH LADDER
METAL WALKWAY
4 68
HEADBOX
SLAB=678.87
PRE-SORT
POOL
SLAB=678.87
4' SIDEWALK
WATER SUPPLY PIPE
WATER RETURN PIPE
FISH RETURN PIPE
2%
C-100
C-102
C-102
RAIN GARDEN 2
INLET
SEE C-201
4%
2:1
1' MIN.
DITCH DETAIL
NTSC-100
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
SCALE: 1"= 10'
10' 0 10'
C-101
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
G R
A D
IN
G
P
LA
N
EA
ST
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
G
R D
2.
dw g
PORTLAND DISTRICT
EXISTING FISH FACILITY
FISH FACILITY ROAD
REGULATING OUTLET ROAD
2:1
668669670671
678679
RAIN GARDEN 3
BOTTOM=665.5
M
AT
C H
LI
N
E (S
E E
S H
E E
T C
-1
) GRADING PLAN EAST
4' CONCRETE WALKWAY
TWO-RAIL HANDRAILS
PER ODOT DETAILS
RD770 & RD771
SEE SHEET C-113
CONCRETE STAIRS PER
ODOT DETAILS RD120
SEE SHEET C-113
RIPRAP
G C-105
I C-105
J C-105
H C-105
WATER SUPPLY PIPE
WATER RETURN PIPE
FISH RETURN PIPE
REPLACE CONCRETE
STAIRS PER ODOT RD120
SEE SHEET C-113
4' CONCRETE WALKWAY
2%
2%
METAL WALKWAY
SEE STRUCTURAL SHEETS
RIPRAP
3'
9" OPEN-GRADED
COARSE AGGREGATE
EMBANKMENT
3'
RIPRAP
ERODED
SCARP
FILL REMAINDER
W/OPEN-GRADED
COARSE AGGREGATE
EXISTING
9" BEDDING
2'
TRANSITION
FROM 3' TO 2'
(ERODED SECTION)
NTSC-101
K (EMBANKMENT SECTION)
NTSC-101
L
TYPICAL REVETMENT SECTIONTYPICAL REVETMENT SECTION
I C-101
L C-101
SIDEWALKS PER ODOT RD 720.
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-102
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
G R
A D
IN
G
P
LA
N
D
ET
AI
LS
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
W
N
-1 6-
R -0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
G
R D
3.
dw g
PORTLAND DISTRICT
EL 678.89
EL 679.21
EL 679.02
EL 678.87
EL 679.10
EL 679.49
EL 679.43
EL 680.17
EL 679.09
EL 678.80
EL 678.82
EL 669.20
EL 669.70
EL 669.60
ELECTRICAL
BUILDING
FF=669.7
MECHANICAL
BUILDING
FF=669.7
EL 669.70
EL 669.70
EL 669.60
N=838651.03 E=4325992.92
EL=668.90
N=838631.22 E=4325935.53
EL=668.10
EL 669.70
EL 669.70
EL 669.70
EL 669.70
EL 669.70
EL 668.60
EL 669.70
EL 669.74
EL 684.28
EL 682.87
EL 686.09
EL 686.09
EL 682.87
EL 684.28
EL 678.61
EL 678.97
EL 678.69
PRE-SORT DETAIL GRADING PLAN
SCALE: 1" = 4"C-100
MECHANICAL/ELECTRICAL BUILDINGS
SCALE: 1" = 4"C-100
DITCH
DITCH
DITCH
EL 669.74
EL 669.74
SCALE: 1"= 4'
4' 0 4'
SCALE: 1"= 4'
4' 0 4'
PRE-SORT
POOL
THRUST
BLOCK
VAULT
EL 684.00
EL 684.00
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
M A
TC
H
LI
N
E 5+
M A
TC
H
LI
N
E 5+
M
A
TC
H
LI
N E
3+
M A
TC
H
LI
N
E 3+
SCALE: 1" = 10'
SITE PROFILE
SCALE: 1" = 10'
SITE PROFILE
SCALE: 1" = 10'
SITE PROFILE
EXISTING GRADE (TYP.)
2% 4:1 4:1
2:1
EXISTING
GRADE (TYP.)
EXISTING GRADE (TYP.) FINISH
GRADE (TYP.)
FINISH
GRADE (TYP.)
C-104
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
IT
E P
R O
FI
LE
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
P
R O
F.
dw g
PORTLAND DISTRICT
EXISTING CULVERT
(SEE SHEET C-200)
7%
C-105
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
EC
TI
O
N S
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
S
E C
T.
dw g
PORTLAND DISTRICT
SECTION
SCALE: 1" = 10'C-100
F
SECTION
SCALE: 1" = 10'C-101
G
SECTION
SCALE: 1" = 10'C-100
E
SECTION
SCALE: 1" = 10'C-100
D
SECTION
SCALE: 1" = 10'C-100
C
SECTION
SCALE: 1" = 10'C-100
B
SECTION
SCALE: 1" = 10'C-100
A
FINISH GRADE (TYP.)
EXISTING GRADE (TYP.)
RAIN GARDEN 1
BOTTOM EL.=666.5
4:1
2:1
4:1 2%
2:1
CONCRETE PAVEMENT
FLOWLINE
2:1
2:1
SORT FACILITY
SORT FACILITY
HEADBOX
PRE-SORT
POOL
FISH
LADDER
FISH
LADDER
EL.=668.4
EL.=668.8
WALKWAYWALKWAY
WALKWAYWALKWAY
ELEVATED PRE-SORT
POOL AND HEADBOX
FISH RETURN PIPE
SEE SHEET C-230
12" STORM SEWER
TO RAIN GARDEN
WATER SUPPLY
SEE SHEET C-231
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
SECTION
SCALE: 1" = 10'C-101
I
FISH
LADDER
EXISTING 18" STORM CULVERT
SEE C-202
OUTLET CHANNEL WALL
EXISTING
ACCESS ROAD
EL.=676.0
EL.=676.0
EXISTING
ACCESS ROAD
EXISTING
ACCESS
ROAD
EXISTING
ACCESS ROAD
EXISTING
ACCESS ROAD
10:1 MAX
10:1 MAX
EXISTING
ACCESS ROAD
4:14:1
2:1
SAWCUT
WATER RETURN
SEE SHEET C-232
INLET
2:1
POST
SORT
POOL
RAIN GARDEN 3
BOTTOM=665.5
SECTION
SCALE: 1" = 10'C-101
H
SIDEWALK
FISH RETURN PIPE
SEE SHEET C-230
WATER SUPPLY
SEE SHEET C-231
WATER RETURN
SEE SHEET C-232
RAIN GARDEN 2
BOTTOM EL.=678.0
ANAESTHETIC POND
BOTTOM EL.=678.0
SEE SHEET C-150 FOR FOUNDATION
OVEREXCAVATION DETAILS.
FOUNDATION DRAIN
WATER RETURN
SEE SHEET C-232
WATER SUPPLY
SEE SHEET C-231
ERODED AREA TO BE
FILLED WITH RIPRAP
AND UNDERLAIN BY BEDDING
MATERIAL
SEE SECTION K ON C-101
2:1
2:1
SECTION
SCALE: 1" = 10'C-101
J
VALVE STRUCTURE
VALVE STRUCTURE
THRUST BLOCK
EXISTING THRUST
BLOCK TO REMAIN
THRUST BLOCK
REGULATING
OUTLET
CHANNEL
2:1
2:1
2:1
2:1
2:1
4' CONCRETE WALKWAY
AND 1' SHOULDER WITH
HANDRAIL WALKWAY
36" BELOW TOP OF LADDER
SEE SHEET C-113
4' CONCRETE WALKWAY
AND 1' SHOULDER WITH
HANDRAIL WALKWAY
36" BELOW TOP OF LADDER
SEE SHEET C-1132' GRAVEL SHOULDER
UPPER FISH LADDER
MONOLITH FOUNDATION
SEE SHEET SE501
EXISTING RIP-RAP
NEW FISH FACILITY ROAD
EL.=678.0
EL.=678.0
EL.=678.0
EL.=676.0
2:1
2:1
2:1 4:1 4:1 2:1
EL.=669.0
EL=678.87
WATER SUPPLY
SEE SHEET C-231
EXISTING STAIRS
FISH RETURN PIPE
SEE SHEET C-230
EL=667.4
MATCH EXISTING
EL~667.4
SIDEWALK
2%
2%
MATCH EXISTING
EL~680.0
EL=680.4
EL=686.0
CONCEPTUAL EXCAVATION (TYP)
EL=680.0
EL~673.1
MATCH EXISTING
EL~675.2
MATCH EXISTING
EL~670.9
EL=682.7
EL=684.0
MATCH EXISTING
EL~683.3
EL.=669.7
1.2%
EL.=680.0
2%
2%
4%
SIDEWALK
EL.=680.0
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-110
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
A C
C
ES
S R
O
AD
P
LA
N A
N D
P R
O
FI
LE
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
R
O A
D .d w g
PORTLAND DISTRICT
SORT
FACILITY
POST
SORT
POOLS
22" WIDE
TRENCH DRAIN
OVERFLOW
INLET
MECHANICAL
BUILDING
S
TA
IR
S
SCALE: H 1"=10', V 1"=5
NEW FISH FACILITY ROAD PROFILE
ACCESS ROAD
CENTERLINE
RAIN
GARDEN 1
1+27.81 BEGIN CL
1+03.57 RIGHT
1+51.13 LEFT
BEGIN ACCESS ROAD
2+16.93 BEGIN
CONCRETE
PAVEMENT
N=838711.65 E=4325972.01
3+12.64 END
CONCRETE ROAD
EXISTING GRADE
FINISHED GRADE
6" CONCRETE PAVEMENT
6" BASE COURSE
AGGREGATE
2" CHAMFER (TYP.)
#4 REBAR, 12" EACH WAY
CENTERED IN SLAB
CONCRETE PAVEMENT SHALL MEET REQUIREMENTS
OF SPECIFICATION SECTION 03_31_01 - CAST-IN-PLACE
STRUCTURAL CONRETE FOR CIVIL WORKS.
4" AC (2 LIFTS) OVER
6" BASE COARSE AGGREGATE
OVER SUBGRADE
15'
2%
SUBGRADE
NEW FISH FACILITY ROAD TYPICAL SECTION
STA: 1+84.61 TO 2+16.93 - SCALE: NTSC-110
A
2:1 MAX
MATCH
EXISTING
2:1 MAX
CONCRETE PAVEMENT PLAN
SCALE: 1"= 10'
10' 0 10'
ELECTRICAL
BUILDING
672673674
A C-110
7 67
GUARDRAIL
N70°57'27.68"E 217.98'
FISH FACILITY ROAD
PARKING
STRIPE
RAIN
GARDEN 2
OVERFLOW
INLET
35' RADIUS
CR2
ANAESTHETIC POND
STA 2+25.00, 9.50' R
BEGIN GUARDRAIL
WITH ENERGY ABSORBING
TERMINATOR PER ODOT RD 420
WITH 1' OFFSET
STA 2+49.93, 42.50 R
END GUARDRAIL
WITH TYPE B END PIECE
PER ODOT RD 415
ODOT TYPE 2A GUARDRAIL
SEE SHEET C-111 FOR
GUARDRAIL DETAILS
CONCRETE CONTROL JOINT (TYP)
N=838640.53 E=4325765.97
STA 0+94.66
STA 1+20.70
SAWCUT EXISTING
ASPHALT &TIE-IN
6" BASE COURSE
AGGREGATE SHOULDER
7.5'
R
O
AD
DRAINAGE DITCH
BOLLARD (TYP)
GENERATOR
CONTAINMENT AREA
C-112
C-112
2:1 MAX
2% 2%
NEW FISH FACILITY ROAD
PC
STA 1+83.25
EL=677.70
MATCH EXISTING
PT
STA 1+84.61
EL=675.14
C-112
C-112
C-112
5' RADIUS
CR1
5' RADIUS
CR3
CONTAINMENT DRAIN
C-112
AC EDGE PER ODOT RD610
STANDARD CURB
PER ODOT RD 700
H=16", 6" EXPOSURE CONCRETE PAVEMENT DETAIL
NTSC-110
STANDARD CURB
PER ODOT RD 700
H=16", 6" EXPOSURE
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-111
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
G U
A R
D R
A
IL
D
ET
AI
LS
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
R
A
IL
.d w g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-112
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
C U
R B
D E
TA
IL
S
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
C
U R
B .d w g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
CONTAINMENT AREA DETAIL
NTSC-110
6"
2%
3" RADIUS (TYP.)
3" RADIUS (TYP)
BATTER 6V:1H (TYP)
MOUNTABLE CURB
PER ODOT RD700
3" DIA
STEEL PIPE
SCHEDULE 40
1/ 8"
CONTAINMENT DRAIN
NTSC-110
FINISH GRADE
6"
VARIABLE
2%
6"
CURB RETURN CR1
NTSC-110
CURB RETURN CR3
NTSC-110
CURB RETURN CR2
NTSC-110
FI
S
H F
A C
IL
IT
Y R
O
AD
2.
9.
N
E W
F
IS
H
FA
C
LI
TY
R
O
AD
L=7.86 L/4=1.96
FL
=6
.5
5, T
C =6
.0
P
A R
K
IN
G L
O T
FI
S
H F
A C
IL
IT
Y R
O
AD
7.
N E
W F
IS
H
F A
C
IL
IT
Y
R O
AD
5.
L=55.08 L/4=13.77
L=14.55 L/4=3.63
7%
4%
2.8%
0.2%
7%
0.2%
0.
0.
1.
5.
6.
7.
FL
=6
.5
1, T
C =6
.0
FL
=6
.4
7, T
C =6
.9
FL
=6
.4
3, T
C =6
.9
P A
R K
IN
G
L O
T
FL
=6
.6 9, T C
=6
.1
MOUNTABLE CURB
PER ODOT RD700
MOUNTABLE CURB
PER ODOT RD700
CONCRETE PAVEMENT
SECTION PER C-110
CONCRETE JOINT
OUTSIDE OF
CURB RADIUS
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-113
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
TA
IR
A
N D
H
AN
D R
AI
L
D E
TA
IL
S
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
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TA
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PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-150
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
E
XC
AV
AT
IO
N
D E
TA
IL
S
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JN
S
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -1
E
X D
T.
dw g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
1. SEE GEOTECHNICAL BASELINE REPORT AND SPECIFICATION 31 0000.00 25 FOR OVEREXCAVATION REQUIREMENTS.
2. SUBSURFACE CONDITIONS ARE VARIABLE THROUGHOUT THE SITE, WITH MATERIALS GENERALLY CONSISTING OF EXISTING SAND AND GRAVEL FILL; UNDERLAIN BY SILTY FILL; UNDERLAIN BY CLAYEY SILT; UNDERLAIN BY DENSE, SANDY GRAVEL (TERRACE ALLUVIUM); UNDERLAIN BY WEATHERED VOLCANIC SANDSTONE/TUFF (BEDROCK).
BEDROCK DEPTHS VARY FROM NEAR THE GROUND SURFACE IN THE EASTERN PAVEMENT AREAS, TO DEPTH OF 16 FEET OR MORE AT THE WESTERN PART OF THE SITE.
SEE GEOTECHNICAL BASELINE REPORT (GBR) FOR MORE DETAILED SUBSURFACE INFORMATION (ATTACHMENT A6 OF CONTRACT).
3. PRIOR TO EXCAVATION OF FOUNDATIONS THAT ARE ABOVE ELEVATION 674' (NAVD88), EXPLORATORY TEST PITS SHALL BE EXCAVATED TO VERIFY SUBSURFACE
CONDITIONS, AS PER SECTION 31 00 00 (EARTHWORK).
4. WHERE FOUNDATIONS WILL EXTEND INTO NATIVE, DENSE GRAVEL OR BEDROCK, FOUNDATIONS SHALL BE POURED ON MIN. 6” OF SELECT BACKFILL AGGREGATE PLACED
DIRECTLY ON THE NATIVE GRAVEL OR BEDROCK, AS SHOWN ON SECTION A.
5. FOR THOSE FOUNDATIONS ABOVE ELEVATION 674' 9NAVD88), AND THAT WILL NOT EXTEND DOWN TO NATIVE, DENSE GRAVEL OR BEDROCK, FOUNDATION AREAS SHALL BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL, PER SECTION 31 00 00 (EARTHWORK), AND AS SHOWN ON SECTION A.
6. STRUCTURES SHALL UTILIZE THE FOLLOWING SECTIONS:
a. LOWER FISH LADDER: SECTION A
b. UPPER FISH LADDER: SECTION B
c. UPPER FISH LADDER “GRADE BEAM” SPREAD FOOTING: SECTION A
d. PRE-SORT POOL/HEAD BOX: SECTION A OR B
e. SORTING BUILDING:
I UPPER FOOTINGS: SECTION B
II LOWER FOOTINGS: SECTION A
III TRANSPORT PIPE HELIX SUPPORT TOWER FOOTINGS: SECTION B
IV WEST STAIR FOOTINGS: SECTION A
f. MECHANICAL & ELECTRICAL BUILDINGS: SECTION A
g. FISH RETURN PIPE FOOTINGS: SECTION C
h. WATER SUPPLY ISOLATION VALVE STRUCTURE: SECTION C.
7. ALL EXCAVATIONS WITHIN 20 FEET OF THE REGULATING OUTLET WALL MUST BE ENTIRELY BACKFILLED WITH FREE DRAINING SELECT BACKFILL AGGREGATE, AS PER
SPECIFICATION SECTION 31 00 00.00 25.
LEGEND
COMPACT
STRUCTURAL
BACKFILL
COMPACT SELECT
BACKFILL AGGREGATE
CONCRETE
COMPACTED STRUCTURAL BACKFILL
CONTACT
DEPTHS VARY
SHORE OR CUT TO STABLE
TEMPORARY SLOPE
OVEREXCAVATE DOWN TO DENSE,
NATIVE, SANDY GRAVEL,
BEDROCK.
CONTACT
DEPTHS VARY
CONTACT
DEPTHS VARY
TYPICAL FOUNDATION
FINISH GRADE
EXISTING UNCONTROLLED
FILL AND/OR CLAYEY SILT
COMPACTED SELECT
BACKFILL AGGREGATE
DENSE, NATIVE, SANDY GRAVEL OR
BEDROCK
1' M
IN
6" MIN
FINISH GRADE
FINISH GRADE
DENSE, NATIVE, SANDY GRAVEL OR
BEDROCK
EXISTING UNCONTROLLED
FILL AND/OR CLAYEY SILT
EXISTING UNCONTROLLED
FILL AND/OR CLAYEY SILT
COMPACTED SELECT
BACKFILL AGGREGATE
SLAB
FOOTING
OVEREXCAVATE DOWN TO DENSE,
NATIVE, SANDY GRAVEL,
BEDROCK, OR MIN. 2 FT BELOW
BOTTOM OF FOUNDATION
ELEVATION, WHICHEVER IS LESS.
EXCAVATE DOWN TO DENSE,
NATIVE, SANDY GRAVEL OR BEDROCK
6" MIN. COMPACTED SELECT
BACKFILL AGGREGATE
SHORE OR CUT TO STABLE
TEMPORARY SLOPE
6" MIN
2' M
IN
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
SORT
FACILITY
HEADBOX
PRE-SORT
POOLPOST
SORT
POOLS
FISH LADDER
TRENCH DRAIN
FISH RETURN OUTFALL
STAIR
S
FACILITY WATER
SUPPLY PIPE
WATER
RETURN PIPE
ELECTRICAL
BUILDING
RAIN
GARDEN 1
STORM OUTFALL
POLLUTION CONTROL MANHOLE
SLOPE TOE DRAIN
EXISTING OUTFALL
EXISTING OUTFALL
RAIN GARDEN 3 INLET
ANAESTHETIC POND/
RAIN GARDEN 2 INLET
FOUNDATION DRAIN
C-200
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
U
TI
LI
TY
P
LA
N
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
U
TL
1.
dw g
PORTLAND DISTRICT
RAIN GARDEN 2
PRE-CAST 1500 GALLON
SEPTIC HOLDING TANK
FISH RETURN PIPE
NEW FISH FACILITY ROAD
FISH FACILITY ROAD
REGULATING OUTLET ROAD
BEND
AND SOLID LID
BEND
MANHOLE
ANAESTHETIC POND
RAIN GARDEN 3
24" IRON MANHOLE
FRAME AND COVER
W/CONCRETE RISERS
RIM=678.00
IE IN= 674.8
31 LF - 4" PVC
4%
SLO
PE
A C-200
SECTION
SCALE: 1" = 2'C-200
A
24" IRON MANHOLE
FRAME AND COVER
W/CONCRETE RISERS
RIM=678.50
DETAIL
SCALE: 1" = 5'C-200
C-200
SEPTIC
HOLDING TANK
PRECAST TANK TOP
TOP EL=675.8
PRECAST CONCRETE SEPTIC HOLDING TANK
(MONOLITHIC BOTTOM AND WALLS)
1500 GALLON CAPACITY BELOW PIPE INVERT
FINISH
GRADE
4" PVC SANITARY
(SEE PLAN FOR
EXACT LOCATION)
4" PVC SANITARY TEE
SEE SPECIFICATION SECTION 33 30 00 FOR
REQUIREMENTS FOR THE PRECAST CONCRETE
SEPTIC HOLDING TANK. THE PRECAST
CONCRETE MANUFACTURER MUST BE ON
DEQ'S LIST OF APPROVED MANUFACTURERS.
DRAINAGE DITCH
EXISTING WETLANDS
TO BE PROTECTED
FISH LADDER FOUNDATION WALL DRAINS
BUILDING DOWN SPOUT AND DRAIN
STORM
SEWER (TYP)
FOUNDATION
DRAIN
SANITARY SEWER
CONNECT TO SEPTIC
HOLDING TANK
CONNECT TO BUILDING
SANITARY SEWER AT FOOTING
SEE MP301 FOR CONNECTION
IE=676.0
SEPTIC HOLDING TANK SHALL INCLUDE A SUBMERSIBLE
WASTE WATER LEVEL TRNASMITTER IN ACCORDANCE
WITH SPECIFICATIONS SECTION 40 9500.
680675670
GENERATOR
CONTAINMENT AREA
CLEANOUT SEE ODOT RD362
MECHANICAL
BUILDING
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
SORT
FACILITY
HEADBOX
POST SORT
POOLS
MECHANICAL
BUILDING
STAIR
S
RAIN
GARDEN 1
BOTTOM
= 666.5
TOP=678.0
18" RCP FES
STORM OUTFALL
POLLUTION
CONTROL MH
SEE ODOT RD340
RAIN GARDEN 2 INLET
C-201
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
TO
R M
D R
A
IN
P
LA
N
W E
ST
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
S
TM
1.
dw g
PORTLAND DISTRICT
RAIN GARDEN 2
TOP=679.0
BOTTOM=678.0
FISH RETURN PIPE
FISH FACILITY ROAD
FISH TRUCK DRAIN
12" 90° BEND
AND SOLID LID
RIM=669.82
IE OUT=666.30
18" 2 - 22.5° PVC BEND
COMPOUND MITER CUTS
MANHOLE #1
ANAESTHETIC POND
TOP=679.0
BOTTOM=678.0
PRE-SORT
POOL
ELECTRICAL
BUILDING
59 LF - 18" PVC @ 1% 81 LF - 18" PVC @ 1% 28 LF - 18" PVC @ 1%
25 LF - 12" PVC @ 1%
L
F
- 1
8" P
VC
1%
DOWNSPOUT
CONNECTION
IE=680.50 (TYP.)
IE OUT=678.5
CONCRETE
SPLASHPAD
1. DOWNSPOUT CONNECTION IN
ACCORDANCE WITH
SPECIFICATION SECTION 33 40 00.
2. COVER PIPES ALONG THE GROUND
WITH MINIMUM 6" OF SELECT
AGGREGATE.
P O
LL
LU
TI
O
N C
O N
TR
O
L M
H S
TA
+8
2.
R
IM
=6
.5
IE
IN
=6
.1
IE
O
U T=
3.
S
U M
P =6
.9
M A
N H
O
LE
S
TA
=2 +9
1.
S E
E D
E
TA
IL
" 4
5° B
EN
D
S
TA
+6 3.
IE
.9
" 9
0° B
EN
D
S
TA
+1 6.
R
IM
.0
IE
.3
EXISTING GRADE
PROPOSED GRADE
" R
C P
F
ES
S
TO
R M
O U
TF
AL
L S
TA
+2
3.
IE
.3
6" SELECT
BACKFILL
AGGREGATE
TYPE D DITCH INLET
PER ODOT RD370
18" RCP STORM
SEWER
RIM=678.5
IE=675.6
1'
R
IM
S
LO
PE
W
IT
H
L O
T
FL
' L
O N
G T
R
EN
C H
D R
AI
N
4' S
E C
TI
O
N S
FL
IS
.7
8' B
EL
O
W R
IM
40' LONG X 22" WIDE TRENCH DRAIN
RIM=668.82
10 - 4' SECTIONS @ 0.7%
4 LF - 4" PVC W/4" 45° PVC BEND
ENCASED IN 22" WIDE X 20" DEEP
TRENCH DRAIN CONCRETE
TRENCH DRAIN CATCH
BASIN AND OUTFALL
TRENCH DRAIN
FL=668.07
TRENCH DRAIN
FL=668.35
FOUNDATION DRAIN
RAINGARDEN 2 INLET
NTSC-201
C-204
OUTFALL
IE=666.0
TRENCH DRAIN OUTFALL
CLEANOUT
4 LF - 4"PVC @2%
WEEP HOLE AT CURB
IE=668.3
6 LF - 4"PVC @2%
4' MANHOLE #1
RIM=673.00
SEE ODOT RD335
18" IE
OUT=665.20
4"
IE
IN
=6
.0
12" IE IN
=666.05
12" IE IN=669.00
FROM POST SORT POOL
INSTALL BACKFLOW
PREVENTER ON
4" FOUNDATION DRAIN
IE=666.82
MANHOLE #1 DETAIL
NTSC-201
C-201
FR
O
M S
LO
PE
TO
E
DR
AI
N FR
O
M
FISH
TR
U
C K D
R
AIN
COFFER DAM
28LF - 6" PVC
@1% MIN
6"X6" WYE
CONNECT DOWNSPOUT
TO TRENCH DRAIN
C-201
C-203
28LF - 3" PVC HANG FROM STRUCTURE
PER SPECIFICATION 40 05 13.00 25 AND
MANUFACTURER'S INSTRUCTION
CONNECT 3" PVC
TO DOWNSPOUT
28LF - 6" PVC
46LF - 6" PVC
2%
25LF - 6" PVC
25LF - 6" PVC
13LF - 6" PVC
6"X6" WYE
@ 1% MIN
IE=666.92
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
FISH LADDER
FISH RETURN OUTFALL
FACILITY WATER
SUPPLY PIPE
WATER
RETURN PIPE
EXISTING OUTFALL
IE OUT=661.49
EXISTING OUTFALL
IE OUT=663.41
RAIN GARDEN 3 INLET
N 838761.88 E 4326340.87
C-202
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
TO
R M
D R
A
IN
P
LA
N
EA
ST
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
S
TM
2.
dw g
PORTLAND DISTRICT
FISH RETURN PIPE
FISH FACILITY ROAD
REGULATING OUTLET ROAD
RAIN GARDEN 3
TOP=667.0
BOTTOM=665.5
HP
RAINGARDEN 3 INLET
NTSC-202
6" SELECT
BACKFILL
AGGREGATE
TYPE D DITCH INLET
PER ODOT RD370
REPLACED PIPE TO RIVER
S=0.0100
RIM=666.0
1'
REPLACED PIPE FROM
EXISTING INLET S=0.0100
EXISTING 18" CMP TO
BE CUT AND REMOVED
FISH LADDER
FOUNDATION
WALL DRAINS
SIDEWALK
SIDEWALK
EXISTING WETLANDS
TO BE PROTECTED
DRAINAGE DITCH
C-202
REPLACE EXISTING
PIPE WITH 18" PVC
IE=662.38IE=662.58
8" MIN.
8" MIN.
SECTION AT DURASLOPE
CHANNEL
8" MIN.
8" 8"
22"
TR
E
N C
H D
E P
TH
V
AR
IE
S W
IT
H
S
LO
P E
O F
D R
AI
N
MIN. SAW CUT.
GRADEGRADE
BACKFILL PER.
PROJECT
REQUIREMENTS.
AFTER SETTING.
EXISTING SOILS.
BACKFILL PER. PROJECT
REQUIREMENTS. AFTER
SETTING.
FORM STAKE.
FORM STAKE.
FORM BOARD.
WIRE TIE FROM REBAR CLIP.
#4 REBAR HORIZONTAL PLACE TOP
& BTM. OF CONC. POUR 3" CLR @ BTM. (TYP)
1. CHANNELS TO BE INSTALLED WITH BLANK GRATE.
GRATE TO BE PROTECTED FROM CONCRETE POUR
(COVER HOLES WITH TAPE).
2. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 8" OF
CONCRETE OR THICKNESS OF THE CONCRETE SLAB
WITH A MINIMUM OF 3,500 P.S.I. AVOID FULL LOAD
TRAFFIC FOR 28 DAYS OR UNTIL CONCRETE HAS
COMPLETELY HARDENED.
DUCTILE IRON GRATE
DUCTILE IRON FRAME
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-203
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
TO
R M
D R
A
IN
D
ET
AI
LS
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
S
TM
3.
dw g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
TRENCH DRAIN DETAIL
NTSC-200
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-204
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
S
TO
R M
D R
A
IN
O U
TF
A
LL
P
LA
N
D
ET
AI
LS
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
W
N
-1 6-
R -0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
S
TM
4.
dw g
PORTLAND DISTRICT
PIPE OUTFALL DETAIL
NTSC-201
B C-204
A C-204
PIPE OUTFALL SECTION
NTSC-204
B
2'
9"
1.
5'
EL=657.0
EL=658.0
2H:1V
1H:1V
FOOTING
SELECT BACKFILL
6"
NATIVE
SELECT BACKFILLSELECT BACKFILL
1H:1V 1H:1V
1'
PIPE OUTFALL SECTION
NTSC-204
A
FOOTINGFOOTING RIPRAP
OPEN-GRADED
COARSE AGGREGATE
MEDIUM STRENGTH
GEOTEXTILE FILTER
REPAIR DISTURBED RIPRAP AND BEDDING
WALL
OPEN-GRADED
COARSE AGGREGATE
MEDIUM STRENGTH
GEOTEXTILE FILTER
EXISTING BEDDING
REPAIR DISTURBED RIPRAP AND BEDDING
EXISTING RIPRAP
#5'S @ 16" O.C. (TYP.)
#5'S @ 18" O.C. (TYP.)
1' -6
6'
#5'S @ 16" O.C. (TYP.)
1'-3"
3" CLR (TYP)
1' 9"
#5'S @ 16" O.C. (TYP.)
STD HOOKS
#5'S SPACED AS SHOWN
15" 15"
1'
6"
PROVIDE #5 HOOPS
@ EACH FACE
W/3" CLR NOM
TO PIPE (TYP)
5.32'
6.
2'
9"
2.33'
3" CLR (TYP.)
SEE SHEET S-001 FOR GENERAL
STRUCTURAL NOTES AND SPECIFICATIONS.
SYMMETRIC
ABOUT THIS LINE
PROVIDE 6 - 2" WEEP
HOLES, EVENLY SPACED.
2 ON EACH FACE
EL=661.0
IE=663.31
IE=668.00
.0
0°
COFFERDAM
(CONTRACTOR
DESIGNED)
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
SORT
FACILITY
HEADBOX
POST
SORT
POOLS
STAIR
S
4" SLOPE TOE DRAIN
PRE-SORT
POOL
ELECTRICAL
BUILDING
4" POST-SORT POOL
FOUNDATION DRAIN
D C-206
E C-206
4" PRE-SORT POOL
FOUNDATION DRAIN
B C-206
C-205
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
FO
U
N D
AT
IO
N D
R
AI
N P
LA
N
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
FN
D 1.
dw g
PORTLAND DISTRICT
SCALE: 1"= 10'
10' 0 10'
SCALE: 1"= 10'
10' 0 10'
FOUNDATION DRAIN PLAN - WEST
FOUNDATION DRAIN PLAN - EAST
4" FISH LADDER
FOUNDATION DRAINS
C C-206
RAIN GARDEN 2
ANAESTHETIC POND
MECHANICAL
BUILDING 670
675669
673 67 2 671
678677 675674673672671670
4 LF - 4" SOLID
PIPE @118.5%
6 LF - 4" SOLID
PIPE @76.7%
678 677
NEW FISH FACILITY ROAD
FISH FACILITY ROAD
EXISTING
FISH
FACILITY
RAIN GARDEN 2
RAIN GARDEN 3673
IE=684.1
IE=666.68
IE=672.0
IE=666.5
IE=667.2
IE=666.8
IE=667.0
IE=667.9 IE=677.2
PROPOSED STORM
SEWER MANHOLE
(SEE SHEET C-203)
FISH LADDER
180 LF - 4" PERFORATED
PIPE @10%
189 LF - 4" PERFORATED
PIPE @10%
IE=666.68
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
LEGEND
4" DIAMETER TIGHTLINED
FOUNDATION DRAIN
4"DIAMETER PERFORATED
FOUNDATION DRAIN
A C-206
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-206
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
FO
U
N D
AT
IO
N D
R A
IN
D
E
TA
IL
S
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JN
S
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
FN
D 2.
dw g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
GEOTEXTILE
FILTER FABRICTYPICAL FOOTING
(NOT TO SCALE)
FINISHED GRADE
(DEPTH VAIRES)
DRAIN ROCK
4" DIAMETER PERFORATED
PIPE (SLOPE TO DRAIN)
6" M
IN
6" MIN.
6"
M
IN
FINISH GRADE
(DEPTH VARIES)
4" PERFORATED PIPE
(SLOPE TO DRAIN)
GEOTEXTILE
FILTER FABRICDRAIN ROCK
6" M
IN
" M
AX
6" M
IN
6" MIN.
FINISHED GRADE
FOUNDATION
(NOT TO SCALE)
DRAIN ROCK
GEOTEXTILE
UPPER FISH LADDER WALL
(NOT TO SCALE)
CHIMNEY DRAIN
MIN. 6" THICK
6" M
IN
" M
AX
NOTES
1. FOUNDATION DRAINS SHALL CONSIST OF PERFORATED DRAINAGE PIPE SLOPED TO DRAIN AT A MINIMUM 4" PER 100 FEET, SURROUNDED BY A MINIMUM OF 6 INCHES DRAIN ROCK PROTECTED BY LOW TO MEDIUM STRENGTH GEOTEXTILE FILTER FABRIC.
2. FOUNDATION/RETAINING WALLS SUPPORTING GREATER THAN 4 FEET OF BACKFILL SHALL HAVE CHIMNEY DRAINS. CHIMNEY DRAINS SHALL CONSIST OF A MINIMUM 6 INCHES OF DRAIN ROCK SURROUNDED/PROTECTED BY LOW TO MEDIUM STRENGTH GEOTEXTILE FILTER FABRIC. THE CHIMNEY DRAINS SHALL EXTEND TO WITHIN 6" TO 12" OF FINISHED GRADES AND SHALL BE CONNECTED AT THEIR BASE WITH THE FOUNDATION DRAINS.
3. COLLECTED WATER FROM THE FOUNDATION DRAIN SYSTEMS SHALL BE TIGHTLINED TO THE SPECIFIED DISCHARGE POINTS. THE TIGHTLINED PIPES
SHALL SLOPE TO DRAIN AT A MINIMUM OF 4 INCHES PER 100 FEET.
4" PERFORATED PIPE
(SLOPE TO DRAIN)
6" M
IN
12" M
IN.
OPEN-GRADED
COARSE
AGGREGATE
GEOTEXTILE FABRIC
4" PERFORATED PIPE
(SLOPE TO DRAIN)
" M
IN
DRAIN ROCK
PAVEMENT
2:1
FINISHED GRADE
FOUNDATION
(NOT TO SCALE)
DRAIN ROCK
GEOTEXTILE FABRIC
POST SORT POOL WALL AND
ADJACENT RETAINING WALL
CHIMNEY DRAIN
MIN. 6" THICK
6" M
IN
" M
AX
4" PERFORATED PIPE
(SLOPE TO DRAIN)
6" MIN.
6" MIN.
SLOPE TOE DRAIN DETAIL
NTSC-205
E
TYPICAL FOUNDATION DRAIN DETAIL
A
C-205 NTS
(WITH TOE)
TYPICAL FOUNDATION DRAIN DETAIL
B
C-205 NTS
(WITHOUT TOE)
POST-SORT POOLS
D
C-205 NTS
FOUNDATION WALL DRAIN DETAIL
FISH LADDER
C
C-205 NTS
FOUNDATION WALL DRAIN DETAIL
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-210
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
B
AC
KF
IL
L
AN
D B
E D
D
IN
G D
E
TA
IL
S
R O
B E
R T
E . N
O R
IC
K
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/0
2/
G 2E
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JN
S
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
FI
LL
.d w g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
TRENCH BACKFILL DETAIL
N.T.S.
TABLE A
"A" (in)
"B" (in)
"C" (in)
"D" (in)
4 10 4 8
6 10 4 8
8 10 6 10
10 10
GENERAL NOTES FOR ALL DETAILS:
1. SURFACING OF PAVED AREAS SHALL COMPLY WITH ODOT STREET CUT
STD. DRG. RD302.
2. FOR PIPE INSTALLATION IN EMBANKMENT AREAS WHERE THE TRENCH
METHOD WILL NOT BE USED AND THE PIPE IS 36" DIAMETER, INCREASE
DIMENSION "B" TO NOMINAL PIPE DIAMETER.
3. PIPES OVER 72" DIAMETER ARE STRUCTURES, AND ARE NOT APPLICABLE
TO THIS DRAWING.
4. SEE STD. ODOT RD336 FOR TRACER WIRE DETAILS.
5. WHEN MULTIPLE PIPES ARE LESS THAN 24 INCHES APART IN THE SAME
TRENCH, BACKFILL WITH CDF TO SPRINGLINE OF LARGEST DIAMETER PIPE.
ALLOW CDF TO SET A MINIMUM OF 24 HOURS BEFORE INSTALLING ANY
FURTHER BACKFILL MATERIAL. SEE DETAIL 2
6. THE USE OF CDF VERSUS BACKFILL WILL BE AT THE DISCRETION OF THE
CONTRACTOR AS TO THE APPLICABILITY OF THE USE OF THIS MATERIAL.
CONTRACTOR IS TO VERIFY USE OF CDF WITH CONTRACTING OFFICER
REPRESENTATIVE ONSITE. IT IS THE INTENT OF THE DESIGN TO ALLOW FOR
THE USE OF EITHER OF THESE METHODS AS THEY ARE APPLICABLE ONSITE.
7. THE SPECIFICATIONS FOR THE PIPE BEDDING ARE PROVIDED IN
SPECIFICATION SECTION 31 00 00.00 25.
FOR PIPES OVER 72" DIAMETER,
SEE GENERAL NOTE 3.
TOPSOIL
BASE ROCK
AC
SELECT COMPACTED
BACKFILL (OR CDF
AS REQUIRED)
FINISH GRADE
TRENCH FOUNDATION
STABILIZATION, AS REQUIRED
TR
E
N C
H B
A C
K
FI
LL
A
R
EA
P
IP
E Z
O N
E
"C" SELECT
COMPACTED
BACKFILL
"B" NOM.
PIPE DIAMETER
"A"
"D
S E
E T
A B
LE
A
"C
24" MIN.
DIAMETER
UP TO 48"
MIN. SPACE BETWEEN PIPES
WITHOUT CDF BACKFILL
48" TO 72"
24"
ONE HALF (12) DIA. OF PIPE
MULTIPLE INSTALLATIONS
DIA.
NOTE: TRENCH BACKFILL SECTION APPLIES TO ALL PIPES AND CONDUIT IN THIS PROJECT WHEN APPLICABLE.
"B"
GENERAL BACKFILL
WARNING TAPE12
" M
AX
7+00
6+00
5+00
N 839000 N 839000 N 839000 N 839000 N 839000
E
E
E
N 838800
N 838600
N 838400
E
E
E
E
E
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
6+34
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
16+82
6+34
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
16+82
C-220
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
P
IP
E L
IN
IN
G P
LA
N
R O
B E
R T
E . N
O R
IC
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/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
PI
PE
.d w g
PORTLAND DISTRICT
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
TO
P
O F
D
AM
E L.
4.
ASPHALT
PARKING AREA
REGULATING OUTLET ROAD
A C
C E
S S
R O
A D
TO
BIG
FA
LL C
R E
EK R
O
AD
USACE
STORAGE
BUILDING
WATER SUPPLY
DISCHARGE AT
EXISTING FISH
FACILITY
FISH FACILITY STEEL
BYPASS LINES
SEE NOTE 5
END SIPP LINING AT
UPPER FISH HORN
MIDDLE
FISH HORN
LOWER
FISH HORN
FALL CREEK DAM
18" DIA. STEEL PIPE
20" DIA. STEEL PIPE
24" DIA. STEEL PIPE
TRANSITION
FROM 24" TO 20"
TRANSITION
FROM 30" TO 24"
VENT PIPE
STRUCTURE
30" DIA.
STEEL
PIPE
30" DIA.
STEEL
PIPE
24" DIA.
STEEL
PIPE
18" DIA.
STEEL
PIPE
10" VENT PIPE
8" VENT PIPE
6" VENT PIPE
18" DIA. STEEL PIPE
24" DIA. STEEL PIPE
USACE
STORAGE AREA
FALL CREEK
A C
C E
S S
R O
A D
TO
BIG
FA
LL C
R E
E K R
O
AD
GRAVEL R
OAD
ELECTRICAL CONDUIT
ELECTRIC/EQUIPMENT
VAULT
EMERGENCY VALVE VAULT
EXISTING FISH
FACILITY
STAGING AREA
DAM STA 34+60
RO STA 10+00
RO STA
7+20.67
DAM STA 39+42.92
SCALE: 1"= 30'
30' 0 30'
BEGIN SIPP LINING AT MECHANICAL
CONNECTION TO EXISTING PIPES
1. INSTALL SPRAY-ON IN PLACE PIPE (SIPP) LINING ON
EXISTING WATER SUPPLY LINES, PER
SPECIFICATION 22 05 83.01 25. SEE REFERENCE
DRAWINGS FLD-2-12, FLD-2-13, FLD-2-32, FLD-3-1,
FLD-3-2, AND PIPE INSPECTION FIGURES 1, 2, AND 3.
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-230
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
FI
S
H R
E
TU
R N
P
IP
E E
XC
AV
AT
IO
N P
LA
N
A N
D P
R O
FI
LE
R O
B E
R T
E . N
O R
IC
K
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/0
2/
G 2E
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JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
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O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
FI
S H
.d w g
PORTLAND DISTRICT
SCALE: H: 1" = 10', V: 1"=10'
FISH RETURN PIPE PROFILE
EXISTING GRADE
EXISTING CULVERT
SCALE: 1"= 10'
10' 0 10'
WATER SUPPLY PIPE
WATER RETURN PIPE
FISH LADDER
680 METAL WALKWAY
FISH RETURN PIPE
CONCRETE WALKWAY
18" SCH 40 FISH
RETURN PIPE
673674675
FINISH GRADE
RAIN GARDEN
SCALE: H: 1" = 10'
FISH RETURN PIPE PLAN
PENETRATE PIPE THROUGH RO WALL
SEE MJ101 AND SC-SERIES
SEE SHEET MJ101 FOR FISH RETURN PIPE DESIGN. THIS
SHEET ONLY SHOWS PIPE EXCAVATION CONSTRAINTS.
END PIPE
STA 3+19.38
WYE PIPE
CONNECTION
STA 0+21.68
PIPE SUPPORTED ABOVE GROUND
SEE SHEET SF521
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-231
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
FW
S
P
IP
E E
XC
AV
AT
IO
N P
LA
N
A N
D P
R O
FI
LE
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
W
S P
P .d w g
PORTLAND DISTRICT
SCALE: H: 1" = 10', V: 1"=10'
FWS PIPE PROFILE
EXISTING GRADE
M A
TC
H
LI
N
E 2+
M A
TC
H
LI
N
E 2+
REPLACE EXISTING CULVERT
SCALE: 1"= 10'
10' 0 10'
FINISH GRADE
WATER SUPPLY PIPE
WATER SUPPLY PIPE
WATER RETURN PIPE
FISH LADDER
679680
WATER SUPPLY PIPEMETAL WALKWAY
FISH RETURN PIPE
CONCRETE WALKWAY
WATER SUPPLY PIPE
WATER SUPPLY PIPE
FINISH GRADE
RAIN GARDEN 1
673674675
SCALE: H: 1" = 10'
FWS PIPE PLAN
SEE SHEET MP104 FOR FWS PIPE DESIGN. THIS SHEET
ONLY SHOWS PIPE EXCAVATION CONSTRAINTS.
FLANGE CONNECTION
STA 3+58.42
FLANGE CONNECTION
STA 0+37.32
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-232
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
H
EA
D B
O X
P
IP
E E
XC
AV
AT
IO
N P
LA
N
A N
D P
R O
FI
LE
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -2
AW
SP
.d w g
PORTLAND DISTRICT
SCALE: H: 1" = 10', V: 1"=10'
HEADBOX RETURN PIPE PROFILE
EXISTING GRADE
WATER RETURN PIPE REPLACE EXISTING CULVERT
SCALE: 1"= 10'
10' 0 10'
WATER SUPPLY PIPE
WATER RETURN PIPE
FISH LADDER
679680
680 METAL WALKWAY
FISH RETURN PIPE
CONCRETE WALKWAY
684683
FINISH GRADE
673674675
SCALE: H: 1" = 10'
HEADBOX RETURN PIPE PLAN
SEE MECHANICAL PLANS
FOR CONNECTION
SEE SHEET MP104 FOR HEADBOX RETURN PIPE DESIGN.
THIS SHEET ONLY SHOWS PIPE EXCAVATION CONSTRAINTS.
FLANGE CONNECTION
STA 2+86.60
FLANGE CONNECTION
STA 0+23.73
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
RAIN
GARDEN
SORT
FACILITY
HEADBOX
POST
SORT
POOLS
FISH LADDER
MECHANICAL
BUILDING
S
TA
IR
S
FE6 CHAINLINK
SECURITY FENCE (TYP.)
W/84" FABRIC
SINGLE CANTILEVER
SLIDING GATE
W/20' WIDE OPENING,
MANUAL OPERATION,
84" FABRIC
SINGLE CANTILEVER
SLIDING GATE
W/20' WIDE OPENING,
ELECTRONIC OPERATOR,
84" FABRIC
RAIN GARDEN
C-300
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
FE
N
C
IN
G P
LA
N
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -3
FN
C 1.
dw g
PORTLAND DISTRICT
EXISTING FENCE
TO REMAIN
SCALE: 1"= 20'
20' 0 20'
PRE-SORT POOL
ANAETHESIA POND
ELECTRICAL
BUILDING
REGULATING OUTLET ROAD
FISH FACILITY ROAD
NEW FISH FACILITY ROAD
1. SEE ELECTRICAL PLANS FOR GATE CONTROLS.
2. SEE SHEET C-301 FOR FENCE DETAILS.
3. ESTABLISH FINISH GRADE BEFORE FENCE
CONSTRUCTION.
FE6 CHAINLINK
SECURITY FENCE (TYP.
W/ 84" FABRIC)
MAINTENANCE ROAD
TO TOE OF DAM
FENCING PLAN
ADD BARBED-WIRE ON SIDE OF FENCE
TO PREVENT ACCESS FROM RIVER
2' 2'
FENCE
NTS
GRADING AT FENCE
2%MAX 2%MAX
PULL POST
TOP RAIL OR TENSION WIRE
'-0
10'-0" MAX. 10'-0" MAX.
1" (T
Y P
1'- 6"
6" (T
YP.)
1'-0"
1' -0
45°
1'-10" 7.5" (T
YP.)
1' -0
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.
MORE THAN 6' TO 12'
MORE THAN 12' TO 18'
2" M
IN
5"
M
AX
40% OF OPENING
DROP ROD ASSEMBLY
OMIT FABRIC IN THESE
BAYS OF GATE FENCE SHALL
PROVIDE SECURITY BETWEEN
GATE POSTS
LATCH ASSEMBLY DROP ROD ASSEMBLY
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
A DROP ROD FOUNDATION
SAND/GRAVEL
PAVED SURFACE
2" DIA. DROP ROD
(INDUSTRY STANDARD
P.C. CONC.
6" DIA. P.C. CONC.
6" 12
1" ID STEEL
PIPE
BITIMINOUS 1"
6" DIA.
A
G 2E
C D
JT
Fi le
L as t S av ed B y:
D
C
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-301
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
FE
N
C E
D
ET
AI
LS
R O
B E
R T
E . N
O R
IC
K
, P .E
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -0
E
X
TG
.d w g
PORTLAND DISTRICT
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
C-302
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
O
PE
R A
TI
O
N S
ST
O
R
AG
E
AR
EA
P
LA
N
R O
B E
R T
E . N
O R
IC
K
, P .E
/0
2/
G 2E
C D
JT
W
N
-1 6-
R -0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_C -3
B
LC
K
.d w g
PORTLAND DISTRICT
SCALE: 1"= 10'
10' 0 10' CONCRETE WALL PLAN
CONCRETE BLOCK WALL LAYER 2
CONCRETE BLOCK WALL LAYER 1
05' 5'
SCALE: 1"= 5'
05' 5'
SCALE: 1"= 5'
METAL RECYCLE BIN
(BY OTHERS)
CONCRETE BLOCK WALL
(SEE DETAIL, THIS SHEET)
2.5' X 2.5' X 5'
CONCRETE BLOCK (TYP)
2.5' X 2.5' X 7.5'
CONCRETE BLOCK (TYP)
USACE STORAGE BUILDING
CONCRETE PAD
(SEE DETAIL, THIS SHEET)
5'
20'
.5
EXISTING EDGE OF GRAVEL
32'
24.5'
6" CONCRETE PAVEMENT
6" BASE COURSE
AGGREGATE
2" CHAMFER (TYP.)
#4 REBAR, 12" EACH WAY
CENTERED IN SLAB
1. CONCRETE PAVEMENT SHALL MEET REQUIREMENTS OF SPECIFICATION SECTION
03_31_01 - CAST-IN-PLACE STRUCTURAL CONRETE FOR CIVIL WORKS.
2. ALLOW CONRETE PAD TO CURE 7 DAYS OR 75% OF 28-DAY COMPRESSIVE
STRENGTH BEFORE PLACING CONCRETE BLOCKS ON PAD.
3. CONCRETE BLOCKS SHALL BE ULTRABLOCK LOCKBLOCK, OR EQUIVALENT.
UTILITY GRADE SURFACE FINISH.
2%
1" TO 3" EXPOSURE (TYP)
FINISH GRADE
CONCRETE PAD SECTION
EXISTING FENCE (TYP)
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
RAIN
GARDEN 1
SORT
FACILITY
POSTSORTPOOLS
FISH LADDER
ST
AI
RS
RAIN GARDEN 2
L-001
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
LA
N
D S
C A
PE
P
LA
N
K R
IS
TI
N E
A N
LI
KE
R , R
LA
/0
2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_L -0
LN
D 1.
dw g
PORTLAND DISTRICT
ANAETHESIA POND
HEADBOX
PRE-SORT POOL
METAL WALKWAY
C O
N C
R
ETE W
ALKW
AY
MECHANICAL
BUILDING
ELECTRICAL
BUILDING
SCALE: 1"= 20'
20' 0 20'
EXISTING
FISH
FACILITY
REGULATING OUTLET ROAD
FISH FACILITY ROAD
NEW FISH FACILITY ROAD
TREES:
COMMON/BOTANICAL NAME
NURSERY STOCK TREE: DOUGLAS-FIR
PSEUDOTSUGA MENZIESII, 1 GALLON
SEED MIX: MIXTURE % % PLS
BY WEIGHT
PURE LIVE SEED
30% 95% WESTERN YARROW
ACHILLEA MILLEFOLIUM
20% 95% SHOWY MILKWEED
ASCLEPIAS SPECIOSA
20% 95% CLARKIA
CLARKIA AMOENA
30% 95% ROMER'S FESCUE
FESTUCA ROMERII
GRAVEL:
SELECT AGGREGATE, 6-INCH DEEP
STEEP SLOPE ROCK
OPEN GRADED COARSE AGGREGATE
RIP-RAP
EXISTING RIP-RAP
PROPOSED RIP-RAP
RAIN GARDEN
RAIN GARDEN 3
PLANT 12 TREES 20' OFF CENTER AND
FROM EXISTING TREES AND STRUCTURES,
10 FEET FROM TOP OF BANK.
WESTERN
RED
CEDAR
L-002
L-002
RAIN GARDEN (SEE TABLE, THIS SHEET)
ANAETHESIA POND (SEE TABLE, THIS SHEET)
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
RAIN
GARDEN 1
SORT
FACILITY
L-002
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
LA
N
D S
C A
PE
P
LA
N
D E
TA
IL
S
JE
FF
T
IL
TO
N
/0 2/
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_L -0
LN
D 2.
dw g
PORTLAND DISTRICT
MECHANICAL
BUILDING ELECTRICAL
BUILDING
DETAIL
L-001
DETAIL
L-001
04' 4'
SCALE: 1"= 4'
04' 4'
SCALE: 1"= 4'
OREGON IRIS
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers ®
BORDER VERSION UPDATE [06-2013]
L-003
FA
LL
C R
E E
K D
A M
A N
D R
E S
E R
V O
IR
A
D U
LT
F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
LA
N
D S
C A
PE
D
ET
AI
LS
K R
IS
TI
N E
A N
LI
KE
R , R
LA
/0
2/
G 2E
C D
JN
S
G 2E
C D
D R
M W
N -1
6- R
-0
JA
S
O N
D M
C B
A
IN
, P .E
1:
A N
S I F
FL
F1
.1
_L -0
LN
D 3.
dw g
PORTLAND DISTRICT
G 2E
C D
JT
Fi le
L as t S av ed B y:
WRAPPING (WHEN SPECIFIED)
SEE WRAPPING DETAIL
TOP OF ROOT BALL AT FINISH GRADE.
CUT TWINE AND ROLL BACK BURLAP
3" BARK MULCH 2 TIMES DIA. OF
ROOT BALL. KEEP MULCH
OFF CROWN.
BACKFILL WITH NATIVE SOIL
SEE SEPCIFICATIONS FOR
AMENDMENTS. WET
BACKFILL THOROUGHLY.
UNDISTURBED SOIL CAPABLE OF SUPPORTING
VEGETATION GROWTH. REMOVE ANY ASPHALT,
CONCRETE, ROCKS LARGER THAN 4" DIA.
GRAVEL OR OTHER NON-NATIVE MATERIAL
FROM WITHIN OR BELOW PLANTING HOLE.
SET ROOT BALL ON UNDISTURBED
OR COMPACTED SOIL
6" HIGH EARTH
SAUCER BEYOND
EDGE OF
ROOT BALL
FINISH GRADE
*STAKING (WHEN SPECIFIED)
SEE TREE STAKING DETAIL
2 TIMES DIAMETER OF ROOT BALL
TREE TIES (SEE NOTES)
TENSION GUYING TO ALLOW
4" SWAY ANY DIRECTION
*PLACE STAKES
OUTSIDE ROOT BALL
*ROUGH SAWN OR S4S
SEE NOTES. REMOVE
STAKE AFTER ONE YEAR
6" HIGH EARTH
SAUCER BEYOND
EDGE OF ROOT BALL
FINISH GRADE
WRAPPING (WHEN SPECIFIED)
SEE WRAPPING DETAIL
4'
8"
" M
IN
TREE PLANTING
(ALL FORMS EXCEPT BAREROOT)
TREE STAKING DETAIL
(ALL FORMS EXCEPT BAREROOT)
TREE WRAPPING DETAIL
BIO-DEGRADABLE
PLASTIC TAPE
BREATHABLE FABRIC TREE WRAP
APPLIED FROM TRUNK FLARE TO
FIRST BRANCH. WRAP PAPER
FROM THE BOTTOM UP WITH SUFFICIENT
OVERLAP TO COVER ALL BARK.
*TREE WRAP SHOULD BE INSTALLED
WHEN SPECIFIED BUT NO LATER
4"x30"
BROWSING PROTECTOR
WITH STAKE (PAINT
STAKE DARK BROWN)
PLACE ROOT
COLLAR AT
FINISH GRADE
EXISTING
SUBGRADE
FIRMLY PACK SOIL
AROUND SEEDLING.
DO NOT BEND OR
BREAK ROOTS. NO
"J" OR "L" ROOTS
TREE SEEDLING
STRAW MULCH
w/ TACKIFIER
(BLOW ON MULCH
AFTER PLANTING)
NATIVE SOIL
BACKFILL
SPECIFIED FERTILIZER
IF ANY
SEEDLING PLANTING
TUBELING,…
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