A.07.24_W9127N-17-R-0043_Amendment_0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE: OAKS BOTTOM WILDLIFE REFUGE TIDAL RESTORATION PROJECT

1. This Amendment is issued to update the solicitation draw ings.

2. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Jul-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-17-R-0043

X 9B. DATED (SEE ITEM 11)

22-Jun-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Jul-2017

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-17-R-0043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0003

1. This Amendment is issued to update the solicitation drawings as follows:

- Sheet G-002 Notes have been updated.

- Sheet S-001 Notes have been updated.

- Sheet S-004 Details have been updated.

- Sheet S-005 Details have been updated.

- Sheet S-006 Details have been updated.

- Sheet S-007 Details have been updated.

- Sheet S-008 Details have been updated.

- Sheets T-101 - T-105 Details and Notes have been updated.

General Note: All updates are shown in a cloud and number in a triangle with 1 or 2.

2. All other terms and conditions remain unchanged.

SUMMARY OF CHANGES

(End of Summary of Changes)

SHEET INDEX:

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Dig Safely.

Call the Oregon One-Call Center

1-800-332-2344

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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2+00.00 Curve

(7649175.55,667438.68)

18.70 28° 45' 44.64" 9.39 4.79 151° 14' 15.36" 2+04.79

2+09.39 Line N15° 39 49.91"W

(7649175.04,667447.95)

33.38

2+42.77 Curve

(7649166.03,667480.10)

10.00 72° 21' 30.96" 12.63 7.31 107° 38' 29.04" 2+50.08

2+55.40 Line N88° 42 37.24"W

(7649156.66,667487.28)

19.84

2+75.24 Curve

(7649136.82,667487.72)

16.00 50° 34' 28.56" 14.12 7.56 129° 25' 31.44" 2+82.80

2+89.36 Line N38° 08 08.66"W

(7649124.60,667493.84)

16.22

3+05.58 Curve

(7649114.58,667506.60)

20.00 74° 50' 85.20" 26.13 15.31 105° 09' 01.80" 3+20.89

3+31.71 Line N36° 42 49.38"E

(7649114.28,667530.90)

12.42

3+44.13 Curve

(7649121.70,667540.86)

35.00 34° 50' 57.12" 21.29 10.99 145° 09' 02.88" 3+55.11

3+65.42 Line N1° 51 52.29"E

(7649128.63,667560.65)

36.36

4+01.77 Curve

(7649129.81,667596.99)

43.00 60° 43' 45.48" 45.58 25.19 119° 16' 14.52" 4+26.97

4+47.35 Line N62° 35 37.64"E

(7649153.00,667633.76)

52.65 5+00.00

START

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RADIUS

(FT)

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LENGTH

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PI

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10+00.00 Line S62° 17 59.11"E

(7648717.75,667610.37)

296.36

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(7648980.15,667472.61)

200.00 14° 18' 06.84" 49.92 25.09

165° 41' 53.16"

13+21.45

13+46.28 Curve

(7649021.01,667444.16)

183.87 14° 43' 45.12" 47.27 23.77

165° 16' 14.88"

13+70.05

13+93.55 Line S68° 45 35.19"E

(7649059.64,667417.14)

94.94

14+88.49 Curve

(7649148.13,667382.75)

24.00 74° 18' 50.40" 31.13 18.19

105° 41' 09.60"

15+06.68

15+19.62 Curve

(7649174.06,667395.71)

26.00 12.63 6.44

152° 10' 03.72"

15+26.06

15+32.25 Line N3° 15 08.71"W

(7649176.38,667408.00)

24.32

15+56.57 Curve

(7649174.99,667432.29)

24.00 43° 39' 44.28" 18.29 9.61

136° 20' 15.72"

15+66.19

15+74.86 Curve

(7649180.83,667449.16)

108.00 23° 05' 06.72" 43.52 22.06

156° 54' 53.28"

15+96.92

16+18.38 Curve

(7649215.09,667475.51)

21.00 53° 35' 29.76" 19.64 10.61

126° 24' 30.24"

16+28.98

16+38.02 Line S62° 25 52.23"E

(7649234.02,667475.25)

25.91

16+63.93 Curve

(7649256.99,667463.26)

20.50 37° 04' 32.88" 13.27 6.87

142° 55' 27.12"

16+70.80

16+77.19 Curve

(7649266.07,667453.92)

51.80 20° 51' 11.88" 18.85 9.53

159° 08' 48.12"

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17+34.05

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(7649277.29,667385.95)

96.50 31° 57' 57.40" 53.84 27.64

148° 02' 00.60"

17+76.14

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(7649325.47,667363.53)

86.00 22° 33' 04.68" 33.85 17.15

157° 26' 55.32"

18+19.48

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(7649358.92,667366.99)

37.00 98° 25' 36.84" 63.56 42.89

81° 34' 23.16"

18+79.07

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(7649405.04,667335.18)

304.00 9° 50' 19.68" 52.20 26.17

170° 09' 40.32"

19+25.91

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(7649405.88,667283.05)

39.00 74° 48' 11.88" 50.92 29.82

105° 11' 48.12"

19+81.77

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(7649375.12,667247.01)

34.91 106° 35' 59.28" 64.94 46.83

73° 24' 00.72"

20+49.70

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(7649329.03,667278.78)

37.00 68° 17' 19.32" 44.10 25.10

111° 42' 40.68"

20+92.90

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(7649304.41,667312.23)

67.00 21° 14' 31.56" 24.84 12.56

158° 45' 28.44"

21+24.48

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(7649279.99,667315.97)

23.00 52° 51' 39.96" 21.22 11.43

127° 08' 20.04"

21+48.19

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(7649261.65,667306.88)

17.00 36° 10' 57.72" 10.74 5.55

143° 49' 02.28"

21+63.53

21+68.71 Line S13° 20 19.53"E

(7649260.78,667296.35)

53.32

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(7649273.08,667244.47)

27.00 44° 02' 25.08" 20.75 10.92

135° 57' 34.92"

22+32.95

22+42.78 Line S33° 22 58.44"W

(7649269.67,667224.51)

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133.73 22° 48' 10.44" 53.22 26.97

157° 11' 49.56"

22+91.73

23+17.98 Line S63° 38 51.03"W

(7649220.34,667168.64)

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23+80.36 Curve

(7649164.44,667140.95)

76.13 41° 45' 46.80" 55.49 29.04

138° 14' 13.20"

24+09.40

24+35.85 Line S19° 24 02.48"W

(7649129.60,667099.34)

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24+51.59 Curve

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32.00 71° 15' 12.60" 39.80 22.93

108° 44' 47.40"

24+74.53

24+91.39 Line S57° 05 47.11"E

(7649134.64,667048.65)

63.70

25+55.09 Curve

(7649188.12,667014.05)

31.00 85° 45' 20.88" 46.40 28.79

94° 14' 39.12"

25+83.87

26+01.49 Curve

(7649198.48,666973.15)

69.00 19° 24' 56.16" 23.38 11.80

160° 35' 03.84"

26+13.29

26+24.87 Curve

(7649189.50,666951.69)

35.00 49° 59' 42.72" 29.32 15.58

132° 00' 17.28"

26+40.45

26+54.19 Line S39° 59 17.51"E

(7649197.35,666924.32)

18.02

26+72.21 Curve

(7649208.93,666910.51)

118.00 17° 49' 02.64" 36.70 18.50

162° 10' 57.36"

26+90.71

27+08.91 Line S58° 15 29.46"E

(7649238.37,666888.86)

29.27

27+38.18 Curve

(7649263.27,666873.46)

114.00 19° 10' 47.64" 38.16 19.26

160° 49' 12.36"

27+57.44

27+76.34 Line S37° 46 43.50"E

(7649293.26,666850.15)

21.69 27+98.03

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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FOCUS AREA PLAN

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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LEVEL I, MHMAC

" OPEN, 4" THICK

AGGREGATE BASE

", 1" THICK

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2% SLOPE

SHOULDER AGGREGATE

", 6" THICK (TYP.)

RR TRACKS

TRANSITION

SHOULDER TO MATCH

EXIST. GRADE. (TYP.)

CHAIN LINK FENCE ADJACENT TO

RR. MATCH EXISTING FENCE

MATERIAL AND HEIGHT.

(SEE NOTE 6)

EXIST. GRADE.

TIMBER POST CABLE FENCE

MATCH EXISTING FENCE

HEIGHT AND MATERIAL

(SEE NOTE 6)

2% SLOPE

TRANSITION

SHOULDER

TO MATCH

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FOG LINE, BOTH SIDES

4" WIDE REFLECTIVE WHITE PAINT,

3" FROM EDGE OF PAVING (TYP)

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

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E O

H E x x x x x x x x x x x x x x x x x x x x x x

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

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D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

R

N I C

K

F

I

M M

I S

S I O

N E

R

W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

C

U L V

E R

T

P

L A

N

A

O

F I L E d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

B

C-502

C-201

C U

L V

E R

T

P

L A

N

A

O

F I L

E

C

C

C

U L V

E R

T

P

L A

N

A

O

F I L E d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

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N I C

K

F

I

M M

I S

S I O

N E

R

W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

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P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

C

U L V

E R

T

E

L E

V A

T I O

N S d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

C-202

C U

L V

E R

T

E

L E

V A

T I O

C

C

U L V

E R

T

E

L E

V A

T I O

N S d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

R

N I C

K

F

I

M M

I S

S I O

N E

R

W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

C

H A

N N

E

O

F I L E

S d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

M A

T C

H L I N

E

S

O

V

G

H T

M A

T C

H L I N

E

S

L O

W

L E

F T

C-203

C H

A N

N E

O

F I L

C

C

H A

N N

E

O

F I L E

S d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

R

N I C

K

F

I

M M

I S

S I O

N E

R

W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

C

H A

N N

E

O

C

T I O d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

C-301

C H

A N

N E

O

C

T I O

C

C

H A

N N

E

O

C

T I O d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

R

N I C

K

F

I

M M

I S

S I O

N E

R

W I L

L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

C

H A

N N

E

O

C

T I O d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

C-302

C H

A N

N E

O

C

T I O

C

C

H A

N N

E

O

C

T I O d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

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N I C

K

F

I

M M

I S

S I O

N E

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W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

C

H A

N N

E

O

C

T I O d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

C-303

C H

A N

N E

O

C

T I O

C

C

H A

N N

E

O

C

T I O d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

R

N I C

K

F

I

M M

I S

S I O

N E

R

W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

R

I F

F

A

N N

E L

D

E T

A I L S d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

RIFFLE LENGTH

16 FT, TYP

RIFFLE TO

RIFFLE DROP

6 INCH MAX

STREAMBED

MATERIAL

KEY ROCK INTO BANK,

SEE SECTION B & C

TOP OF

BANK

TOE OF

BANK

EX TREES,

TYP

S=0.0027

RIFFLE SPACING VARIES

SEE SHT C-102 & C-103

12 FT

9-INCH

THALWEG

TAPER

CHNL

CONTROL ELEV

PER SHT C-203

BACKFILL

(NATIVE SUBSTRATE)

OVER STREAMBED

MATERIAL

S=0.0027

NATIVE

SUBSTRATE

NATIVE SUBSTRATE

EXIST

GROUND

EXCAVATE TO

FINISH GRADE, TYP

VARIES

1.5:1-3:1

CONSTRUCTION

GEOTEXTILE FOR

SEPARATION

KEY-IN

6 FT MIN

TYP

4-INCH THICK BEDDING

LAYER

NATIVE

SUBSTRATE, TYP

STREAMBED

MATERIAL

NATIVE

SUBSTRATE

BACKFILL

7 FT

(APPROX)

CONSTRUCTION GEOTEXTILE

FOR SEPARATION (TYP)

4 INCH THICK BEDDING

LAYER, TYP

12 FT

9-INCH

THALWEG

TAPER

CHNL

CONTROL ELEV

PER SHT C-203

NATIVE SUBSTRATE

EG

FINISH

GRADE

COBBLE / GRAVEL MATL

GRADATION

ROCK DIAMETER

(IN)

PERCENT

SMALLER (%)

8-10 100

6-8 50

4-6 30

1/4-3 10

INSTALL COCONUT FIBER,

COIR FABRIC, WOODEN

STAKES - TOP TO TOE OF

SLOPE, KEY-IN ENDS, TYP

VARIES

1.5:1-3:1

2 FT

TYP

2 FT

TYP

VARIES - 4 FT

MAX, OR TO EG

6"

VARIES

1.5:1-3:1

12 FT

2 FT

TYP

KEY-IN

6 FT MIN

TYP

TOP OF ROCK - AT

DAYLIGHT, TYP

1' 1'

MEANDER RIFFLE THALWEG

±1' FROM ℄, TYP

1' 1'

MEANDER RIFFLE

THALWEG ±1'

FROM ℄, TYP

COMPACTED NATIVE

BACKFILL, TYP

INSTALL COCONUT FIBER,

COIR FABRIC, WOODEN

STAKES - TOP OF BANK TO

TOP OF ROCK, KEY-IN

ENDS, TYP

RIPRAP GRADATION

ROCK DIAMETER

(IN)

PERCENT

SMALLER (%)

12-14 100

8-10 75

6-8 50

5-7 30

1-5 10

VARIES - 4 FT

MAX, OR TO EG

R I F

F L

E

S T

A T

I O

N I N

G

C T

R L

R I F

F L

E

S T

A T

I O

N I N

G

C T

R L

2 FT

MIN

CHNL

CONTROL ELEV

PER SHT C-203

12 FT

PLACE COMPACTED

NATIVE FILL

EG

TOP OF

BANK

TOE OF

BANK

EG

EG

CONSTRUCTION GEOTEXTILE

FOR SEPARATION

CHNL

CONTROL ELEV

PER SHT C-203

C-501

R I F

F L

E

A

A

N N

T

A I L

S

C

C

R

I F

F

A

N N

E L

D

E T

A I L S d w g

SEE BANK AND OVERBANK

DETAIL 2, SHT L-501

SEE BANK AND OVERBANK

DETAIL 2, SHT L-501

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

G

N

U M

B E

R

US Army Corps of Engineers

P L O

T

D

A T

E

54321

D

C

B

A

T

T O

M

W

I L

D L

I F

E

R

E F

U G

E

T I D

S

T O

R A

T I O

N

P

R O

J E

C T

K A

J U

A F

Y H

C

D M

O

W N x

PORTLAND DISTRICT

M

Y

C

O R

E

N G

I N

E E

R S

P O

R T

L A

S

T R

I C

T

P O

R T

L A

N D

O

R

N I C

K

F

I

M M

I S

S I O

N E

R

W I L L I A

M

F

R

Y A

N

P

I E

F

E

N G

I N

E E

R

P T

O a k s

B o t t s i g n

O

C

A D

S h e e t

F i l e s C

L A

R G

E

W

O O

B

R

T

A I L S d w g

P

M

W

O L O

V E

K E

G

R E

G

D M

C-502

L A

R G

E

W

O O

B

R

T

A I L

S

C

C

L A

R G

E

W

O O

B

R

T

A I L S d w g

CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

E

I

N

G

R

E x

E x

E x

E x

E x

E x

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

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E

6"

12"

6"

6"

12"

KEY-IN

TOES OF CHANNEL

KEY-IN,

TOP OF CHANNEL

NATIVE CHANNEL

BOTTOM

CHECK SLOT SEE

DETAIL

MIN OVERLAP

12"

KEY-IN,

TOP OF

CHANNEL,

TYP

6"

12"

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COMMON NAME QUANTITY

AGROSTIS EXARATA SPIKE BENT GRASS

3 LBS/ACRE

DESCHAMPSIA ELONGATA SLENDER HAIR GRASS

4 LBS/ACRE

ELYMUS GLAUCUS BLUE WILDRYE

5 LBS/ACRE

HORDEUM BRACHYANTHERUM MEADOW BARLEY

5 LBS/ACRE

TOTAL 17 LBS/ACRE

WATER FOXTAIL

4 LBS/ACRE

AGROSTIS EXARATA SPIKE BENT GRASS

3 LBS/ACRE

BECKMANIA SYZIGACHNE AMERICAN SLOUGH GRASS

2 LBS/ACRE

DESCHAMPSIA ELONGATA SLENDER HAIR GRASS

4 LBS/ACRE

HORDEUM BRACHYANTHERUM MEADOW BARLEY

5 LBS/ACRE

TOTAL 18 LBS/ACRE

L-501

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CITY OF PORTLAND

E SNVIRONMENTAL ERVICES

REG. PROF. ENGR. NO. 16,301

APPROVAL

CHIEF ENGINEER

WILLIAM F. RYAN, P.E.

COMMISSIONER

NICK FISH

ENVIRONMENTAL SERVICES CHIEF ENGINEER

6/30/2017

N

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DESIGN STANDARDS

DESIGN OF STRUCTURE CONFORMS TO THE 2015 OREGON STRUCTURAL SPECIALTY

CODE.

DESIGN CRITERIA

1. DESIGN LIVE LOAD FOR NEW CONSTRUCTON, UNO:

A. WALKWAYS & PLATFORMS:

PEDESTRIAN 60 PSF

B. CULVERT:

RAIL: COOPER E80

GENERAL

1. STANDARDS AND CODES REFERENCED IN THESE NOTES ARE THE VERSION MOST

RECENTLY ADOPTED BY THE PERMITTING AUTHORITY.

2. VERIFY DIMENSION AND CONDITIONS WITH LANDSCAPE DRAWINGS FIELD VERIFY (FV)

DIMENSIONS, ELEVATIONS, AND CONDITIONS RELATIVE TO ANY EXISTING

COMPONENT PRIOR TO FABRICATION OR PROCUREMENT OF MATERIALS.

3. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE

AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE

COR.

4. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE

WITH THE MANUFACTURER'S INSTRUCTIONS.

5. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST

SELF-WEIGHT, SNOW, WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE

PERMANENT GRAVITY AND LATERAL-FORCE RESISTING SYSTEMS HAVE BEEN

INSTALLED.

6. SUBMITTALS

A. SUBMIT SHOP DRAWINGS OF MANUFACTURES DATA TO THE COR FOR

a. CONCRETE REINFORCING STEEL

b. CONCRETE MIX DESIGN

c. PULTRUDED FIBER GLASS GRATING

d. TIMBER FRAMING

e. PRECAST CONCRETE ELEMENTS

B. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OR PROCUREMENT OF

MATERIALS.

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

INTERNATIONAL BUILDING CODE, LATEST EDITION, AND AMERICAN CONCRETE

INSTITUTE (ACI). ("WORK" IS DEFINED AS INCLUDING BUT NOT LIMITED TO FORMING,

MIXING, TRANSPORTING, PLACING AND CURING OF THE CONCRETE).

2. CONCRETE SHALL BE READY-MIX CONFORMING TO ASTM C-94 WITH 1 INCH MAXIMUM

AGGREGATE, 3- TO 5-INCH SLUMP, 5% MINIMUM AIR ENTRAINMENT AND A

COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS FOR BEDDING SLABS, 4000 PSI

FOR OTHER STRUCTURAL CONCRETE.

3. CHAMFER ALL EXPOSED CORNERS 3/4".

4. PROVIDE HEAVY BROOM FINISH FOR CONCRETE AND WALKING SURFACES WITH NO

SHINERS. CURBS TO BE SMOOTH FINISH.

CONCRETE REINFORCING STEEL

1. REINFORCING STEEL (TYPICAL, UNO): ASTM A615, GRADE 60.

2. SPLICE REINFORCING STEEL AT ALTERNATE BARS, STAGGERED AT LEAST ONE

SPLICE LENGTH OR AS FAR AS POSSIBLE, UNLESS SHOWN OTHERWISE.

3. SUPPORT THE BOTTOM MAT REINFORCING STEEL FROM THE FORMS WITH PRECAST

MORTAR BLOCKS AT 24" MAXIMUM CENTERS EACH WAY. SUPPORT THE TOP MAT OF

REINFORCING STEEL FROM BOTTOM MAT OF REINFORCING STEEL WITH WIRE BAR

SUPPORTS AS SHOWN IN CHAPTER 3 OF THE CRIS MANUAL OF STANDARD PRACTICE

(SBU, BBU, OR CHCU), PLACE WIRE BAR SUPPORTS AT 24" MAXIMUM CENTERS.

4. ALL REINFORCING SHALL BE UNCOATED.

5. DETAIL, FABRICATE AND PLACE REINFORCING ACCORDING TO ACI 315 “DETAILS AND

DETAILING OF CONCRETE REINFORCEMENT”.

6. DO NOT FIELD BEND, DISPLACE, WELD, HEAT, OR CUT REINFORCING UNLESS

INDICATED ON THE DRAWINGS, OR APPROVED BY THE COR.

7. ALL REINFORCING SPACING IS INTENDED TO BE MAXIMUM UNLESS OTHERWISE

NOTED.

8. MINIMUM COVER FROM CONCRETE SURFACE TO REINFORCING:

A. 1 ½” UNLESS NOTED OTHERWISE

B. 3” TO BOTTOM AND SIDES OF PIERS

5. REINFORCING LAP SPLICES: CONFORM TO ACI 318 “BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE" AS SHOWN BELOW:

6. LAP SPLICE NOTES:

A. "TOP BARS” ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT MORE THAN

12” OF CONCRETE IS PLACED BELOW THE BAR

B. SPLICE LENGTH BASIS: CLASS B SPLICE, WITH CENTER TO CENTER BAR SPACING

OF GREATER THAN 6 BAR DIAMETER

PULTRUDED FIBERGLASS GRATING

1. PULTRUDED FIBERGLASS GRATING SHALL BE MANUFACTURED BY FIBERGRATE OR

PRE-APPROVED EQUAL AND HAVE ICC APPROVAL. MINIMUM SECTION

PROPERTIES/GRATING CHARACTERISTICS SHALL BE AS FOLLOWS:

2. PROVIDE GRATING CLIPS AS RECOMMENDED BY THE MANUFACTURER AND FASTEN

TO WOOD FRAMING WITH ¼” GALVANIZED LAG SCREWS & 2-½” MINIMUM EMBEDMENT

INTO WOOD.

3. MAX SPAN = 24"

4. INSTALLATION TO BE PER ADA STANDARDS. MAXIMUM PANEL GAP TO BE 1/2"

5. GRATING PANELS TO BE 4'x10'. JOINTS TO BEAR ON JOISTS.

6. ACCEPTABLE PRODUCT IS FIBREGRATE 1" DEEP T2510 (ADA COMPLIANT).

STRUCTURAL OBSERVATIONS

1. STRUCTURAL OBSERVATIONS SHALL CONFORM TO SECTION 1710 OF THE 2015

“OREGON STRUCTURAL SPECIALTY CODE.” STRUCTURAL OBSERVATIONS SHALL BE

MADE AT THE FOLLOWING STAGES IN THE CONSTRUCTION:

A. PRIOR TO THE FIRST CONCRETE POUR

B. DURING THE REINFORCEMENT STEEL PLACEMENT AND CONCRETE PLACEMENT

C. AFTER DECK/GRATING INSTALLATION

2. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE COR OR HIS DESIGNEE.

A. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE COR IN ADVANCE OF THE

STAGES LISTED ABOVE

3. THE COR OR HIS DESIGNEE SHALL OBSERVE THE INDICATED WORK FOR GENERAL

CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR

CORRECTION AND NOTED IN THE OBSERVED REPORT.

4. THE COR SHALL FURNISH OBSERVATION REPORTS FOR EACH SITE OBSERVATION

AND A FINAL SUMMARY LETTER TO THE OWNER AND BUILDING DEPARTMENT.

ANCHORS IN CONCRETE

1. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

2. INSTALL WITH CONTINUOUS INSPECTIONS ACCORDING TO SPECIAL INSPECTION

PROGRAM.

TIMBER

1. ALL FRAMING SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER

INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATIONS (WWPA)

OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE

(ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES.

2. BASE DESIGN VALUES FOR SPECIES AND GRADE IS AS FOLLOWS:

6X BEAMS: DOUG FIR-LARCH NO.1 (Fb = 1350 PSI, Fv = 170 PSI)

2X TO 4X JOIST: DOUG FIR-LARCH NO.2 (Fb = 900 PSI, Fv = 180 PSI) OR HEM

FIR-LARCH NO.1 (Fb = 975 PSI, Fv = 150 PSI)

6X POST/COLUMNS: DOUG FIR-LARCH NO.1 (Fc = 1000 PSI)

4X POST/COLUMNS: DOUG FIR-LARCH NO.2 (Fb = 900 PSI, Fc = 1350 PSI) OR HEM

FIR-LARCH NO.1 (Fb = 975 PSI, Fc= 1350 PSI)

3. PRESERVATIVE TREATED WOOD REQUIREMENTS ARE AS FOLLOWS: THE

ACCEPTABLE PRESERVATIVE TREATMENT FOR GUARDRAILS, DECKING, CURBS, &

GLULAMS IS COPPER AZOLE(CBA). THE ACCEPTABLE PRESERVATIVE TREATMENT FOR

ALL OTHER FRAMING IS AMMONIACAL COPPER ZINC ARSENATE (ACZA). FIELD

TREATMENT SHALL BE APPLIED TO UNTREATED FACES OF ALL FIELD CUTS.

4. ALL FRAMING CONNECTORS AND FASTENERS SHALL BE G185 GALVANIZED PER ASTM

A653. BATCH/POST HOT DIP GALVANIZED PER ASTM A123 FOR CONNECTORS AND

ASTM A153 FOR FASTENERS. MECHANICALLY GALVANIZED FASTENERS PER ASTM

B695, CLASS 55 OR GREATER.

5. FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE CO OR

PRE-APPROVED EQUAL AND HAVE ICC APPROVAL.

6. GLUE-LAMINATED (GLULAM) MEMBERS SHALL CONFORM TO ANSI/SITC A190.1.

MEMBERS SHALL BE 24F-V4 DOUG-FIR FOR SIMPLE SPANS AND 24F-8V DOUG FIR FOR

CANTILEVERED SPANS (Fb= 2400PSI, Fv = 240 PSI, E = 1.8 X 10⁶ PSI). ALL MEMBERS

SHALL HAVE AITC OR APA-EWS STAMP.

7. MACHINE BOLTS (MB) SHALL BE ASTM A307, GRADE A. ANCHOR BOLTS (AB) SHALL BE

ASTM F1554, GRADE 36 CLASS 2A.

8. MISCELLANEOUS STEEL COMPONENTS, BOLTS, NUTS, AND WASHERS SHALL BE

HOT-DIPPED GALVANIZED.

RAILINGS;

1. GUARDRAILS SHALL COMPLY WITH ASCE 7-10 AND THE OSSC STANDARDS FOR

RAILINGS AND GUARDRAILS:

200 LBS POINT LOAD

OR

50 LBS/FT DISTRIBUTED LOAD

2. 4X4 GUARDRAIL POST SHALL BE CEDAR

3. 2X2 GUARDRAIL PICKETS SHALL BE CEDAR

4. CAP RAILING ON GUARDRAIL SHALL BE CEDAR

5. TOE KICK ON GUARDRAIL SHALL BE CEDAR

6. ALL VISUAL ELEMENTS OF THE GUARDRAIL SHALL BE CEDAR UNLESS OTHERWISE

NOTED

7. ALL RAILING FASTENERS TO BE SIMPSON NO. 10 50 SCREWS, 3" LONG

8. CAP RAILING ATTACHED TO RAILING WITH GRK 5/16 X 3 1/8" SCREWS SPACED @ 12"

9. METAL RAILINGS SHALL BE POWDER-COATED TO MATCH BLUE-GREY COLOR

PP-162173 PER POWEL PAINT CENTER. PROVIDE SAMPLE FOR OWNER REVIEW

10.METAL PREP PRIOR TO COATING SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND

2010 STANDARD CONST. SPEC. 00593

STEEL PILING

1. DESIGN BASIS

PILING DESIGN SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OUTLINED

IN THE GEOTECHNICAL REPORT DATED 2/11/2010 BY NW GEOTECH INC.

TM

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ITEM DESCRIPTION

FOUNDATIONS & MAT SLABS REINFORCING STEEL

FINAL, ALL STRUCTURES SUBSTANTIAL COMPLETION

PILING PERIODIC

STRUCTURAL OBSERVATION

1. COORDINATE STRUCTURES TO RECEIVE STRUCTURAL OBSERVATION WITH

INSPECTOR. NOTIFY THE COR AT LEAST 48 HOURS BEFORE A DESIGNATED WORK IS

TO BE COVERED.

STRUCTURAL DEFERRED SUBMITTALS

1. CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A

PROFESSIONAL ENGINEER LICENSED IN OREGON TO CONSTRUCTION MANAGER

BEFORE SUBMITTING TO JURISDICTION FOR REVIEW AND PERMITTING.

ITEM

CONCRETE & GROUT MIX DESIGNS

SHEETING, SHORING, & BRACING

PRECAST CULVERT

C

IT

Y O

F

PO

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TL

A N

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IR

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P R

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F I S H

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C

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A

M E

N D

M E

TM

CENTERLINE OF

CULVERT AT

START OF FOOTING

STA: 11+51.55

PRECAST CULVERT &

FOOTING BELOW, TYP

CENTERLINE OF

CULVERT AT

END OF FOOTING

STA: 11+99.55

ECO BLOCK WINGWALLS,

TYP

S-002

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SCALE:

1/16" 1/8" 1/4"

1/8" = 1'-0"

STEMWALL

PLAN & SECTION

S-002

SCALE: 1/8"=1'-0"

RETAINED EARTH

WINGWALL, SHOWN

OUT OF PLANE

PRECAST CULVERT &

FOOTING STEMWALL

D

PEDESTRIAN

PATH

RR TRACK

CULVERT LENGTH = 48'-0"

B

C

TOE OF

EMBANKMENT

TOP OF EMBANKMENT

PEDESTRIAN PATH & RR TRACK

SHORING/ PILING

SHOWN AS APPROX.

PLAN

AA

SECTION A-A

NOTES:

1. SEE C-102 FOR LOCATION & ORIENTATION

2. SEE C-201 FOR GRADING

3. ECOBLOCK WALL SHOWN IS SCHEMATIC

4. RETAINED EARTH SYSTEM CONSISTS OF

ALTERNATING LAYERS OF GEOTEXTILE

FABRIC AND ENGINEERED FILL.

ASSUMED COFFER

DAM LOCATION

(TYP)

A

EL. 34.00

TOP OF PATH

FOR CULVERT ELEVATIONS

SEE

B

CONTRACTOR TO

PROVIDE CLOSURE

AT COFFER DAM

EL. 31.5 (APPROX.)

TOP OF WALL

EL. 3.00

UNDERSIDE OF WALL

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UNDISTURBED SOIL

GROUTED TIEBACKS

(IF USED)

FINISHED

GRADE

FINISHED

GRADE

SHORING

SYSTEM

(SHOWN

CONCEPTUALLY)

TOP OF FOOTING

EL 4.00'

TOP OF STEM WALL

EL 8.50'

TOP OF BENCH

EL 8.00'

CHANNEL INVERT

U/S EL 5.50'

D/S EL 5.30'

16'-0"

2'-0"

TYP

LIMIT OF

EXCAVATION

EL 18.50'

0'-8" TO

0'-10"

T

O

16'-0"x10'-0"

PRECAST CONC

ARCH CULVERT

GROUTED

KEYWAY

30'-0"

NOTE:

1. ARCH CULVERT SEGMENT LENGTHS TO BE

COORDINATED WITH SHORING BRACING

TRENCH @ PATH

PATH & RR GRADE

EL 34.00'

SHORING SYSTEM

3'-0" DEEP LAYER

STABILIZATION ROCK

PRECAST CONT

FTG & STEMWALL

SEE 4

17'-6"

HEADWALL

PATH & RR GRADE BEYOND

FINISHED GRADE BEHIND

WALL

FINISHED GRADE

SUBGRADE

COURSE

22'-6"

(APPROX. LENGTH

OF WING WALL)

FINISHED

GRADE

FINISHED

GRADE

SHORING

SYSTEM

(SHOWN

CONCEPTUALLY)

PNEUMATICALLY

APPLIED

CONCRETE

GROUTED

TIEBACKS

NOTES:

1. THE GEOTECHNICAL INVESTIGATION BY NW GEOTECH, DATED 02/11/2010, MAY BE USED BY THE ARCH CULVERT

SUPPLIER, TO THE EXTENTS THAT, IN THEIR JUDGEMENT IT IS APPLICABLE TO DESIGN THE CULVERT &

WINGWALLS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, THE ARCH CULVERT SUPPLIER, &

DESIGNER TO SUPPLEMENT THE GEOTECHNICAL DATA PROVIDED WITH ANY/ ALL ADDITIONAL INVESTIGATIONS

THEY DEEM NECESSARY TO MEET THE INTENT OF THIS INSTALLATION.

2. ECOBLOCK LAYOUT IS SHOWN SCHEMATICALLY. THE WALL CAN BE EITHER A GRAVITY SYSTEM THAT

INCORPORATES MULTIPLE WYTHES OF BLOCKS OR UTILIZE A TIEBACK SYSTEM.

3. SEE ALSO SECTION D/S-003 FOR ALTERNATIVE SYSTEM.

TM

S-003

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ARCH CULVERT

SECTIONB

S-002

SCALE: 1/4"=1'-0"

WALL BACKFILL REQUIREMENTS

DETAILA

S-002

SCALE: 1/4"=1'-0"

WINGWALL/ HEADWALL

ELEVATION

C

S-002

SCALE: 1/8"=1'-0"

KEY NOTES:

SHORING SYSTEM SHOWN CONSISTS OF

H-PILES AND TIMBER LAGGING, FOR

ILLUSTRATIVE PURPOSES ONLY.

CONTRACTOR IS RESPONSIBLE FOR

SHORING & BRACING DESIGN. REFER TO

GEOTECH REPORT BY NW GEOTECH INC.

FOR ADDITIONAL INFORMATION.

TRENCH BRACING - SEE KEYNOTE 1.

COORDINATE LOCATIONS WITH CULVERT

SECTION PLACEMENT.

PRECAST CONCRETE ARCH CULVERT TO

BE DESIGNED & FURNISHED BY CULVERT

MANUFACTURER.

PRECAST CONCRETE FOOTINGS TO BE

DESIGNED BY CULVERT MANUFACTUERER.

LENGTHS OF INDIVIDUAL SEGMENTS AND

METHODS OF LIFTING TO BE PER

MANUFACTURER'S INSTRUCTIONS FOR

HANDLING & INSTALLATION.

15'-0"

MIN.

WINGWALL

ALTERNATE SECTION

D

S-002

SCALE: 1/8"=1'-0"

NOTE:

1. ECOBLOCK WALL SHOWN AS SCHEMATIC. SEE NOTES IN SECTION A/S-003

RETAINED EARTH

BEHIND HEADWALL

SEE S-002

TOP OF WALL

PROVIDE 3'-0" LAYER

STABILIZATION ROCK &

GEOGRID BELOW WING WALLS

PROVIDE GEOGRID AT

BASE OF STABILIZATION

ROCK TYP

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30'-0"

EXISTING TRAIL

x12 PT GL x12 GL

15'-0"±

CONCRETE

LANDING

CONCRETE LANDING

w/ BIKE RACK

SEE DETAIL

5'-0"10'-0"

2x10 RAILING

16'-0"

RAMP

4x10 STRINGER PT

(2 EQ. SPACED, TYP)

5'-0"

LANDING

2'-4" DIA. FOOTING

SEE

1'-8" DIA. FOOTING,

SEE DETAIL

MAX. SLOPE = 5%

MAX. SLOPE = 1:12

FRP GRATING,

TYP

x

P

T

4x10 PT @

24" O.C.

8'-0" x

P

T

4x10 PT RIM JOIST

4x10 PT RIM JOIST

11'-0"

RAMP

x

P

T

R

J

I S

T

S T

A R

T

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R A

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D

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S T

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D

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R A

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P

T

8'-0"

MAX. SLOPE = 1:12

V-BRACE

V-BRACE

(SEE NOTE 1)

X B

R A

C E

X B

R A

C E

X B

R A

C E

X B

R A

C E

U P

H I L

L

V-BRACE V-BRACE

X-BRACE X-BRACE

RAILING POSTS TIED

TO 4x10 BLOCKING. TYP

AT PLATFORM ENDS.

SEE DETAIL

3'-0"

RETAINING WALL BELOW

THICKENED

EDGE

SEE DETAIL

PROVIDE CROSS

BRACE (2 PLACES)

SEE DETAIL

C

RAILING POST

SEE DETAIL

4'-0" 3'-0"

BICYCLE RACK (2)

SEE GEN NOTE 6

CURB BOTH SIDES

9'-0"9'-0" 9'-0"1'-6" 1'-6"

1'-0" 1'-0"

RAIL POSTS 7 SPACES @ 4'-0"

28'-0" (TYP E & W SIDES)

A

C E

S

D O

W N

H I L

L

HANDRAIL

GUARDRAIL

POSTS

SEE NOTE 7 ON

2'-0"

TRANSITION

RAILING RETURN

SIM TO

RAIL POSTS @ 4'

4'-0" 4'-0"

X-BRACING @

DOWNHILL BEAM LINE

RAMP/ TRANSITION

SEE DETAIL

6x10 BEAM w/6x6 POST

TYP. AT 8'

T O

P

O

F

D

E C

K

L A

N D

I N

G

B

CONC. RAMP

SEE NOTE 4

V-BRACE, SEE NOTE 1

EL. 37.0'

TOP OF DECK

EL. 34.0'

FINISH GRADE AT PATH

CAPACITY, GALV. STEEL,

2"Ø ROUND TUBING OR

2"x2" SQUARE TUBING

FLANGE MOUNT

SEE DETAIL

RAMP GUARDRAIL w/

CONT. HANDRAIL, TYP

SEE DETAIL

6" H x 6" W CONC CURB

TYP BOTH SIDES

GENERAL NOTES

1. GUARDRAIL TO ENCOMPASS ALL

PLATFORMS, RAMPS AND LANDINGS

2. GUARDRAIL POST NOT TO EXCEED 4'

CENTER TO CENTER SPACING UNLESS

APPROVED BY ENGINEER OF RECORD

3. GUARDRAIL POST SHALL NOT TO BE

ATTACHED TO END GRAIN OF BEAMS/

STRINGER

4. CONCRETE SLAB SHALL BE SLOPED AT 2%

FOR DRAINAGE (ARROW INDICATES

DIRECTION OF SLOPE). NEW CONCRETE

SLABS SHALL ABUT EXISTING TRAIL

SURFACE SUCH THAT DRAINAGE WILL

FLOW UNIMPEDED.

5. LANDSCAPE STRIP AND DISTURBED AREAS

TO BE SEEDED WITH TYPE 1 RIPARIAN

SEED MIX. PROVIDE BARK MULCH UNDER

PLATFORM.

6. BICYCLE RACKS PER CITY OF PORTLAND

STANDARD DETAIL P-576.

B

SOUTH VIEWING PLATFORM

PLAN

SCALE: 1/4"=1'-0"

SOUTH VIEWING PLATFORM

ELEVATION

SCALE: 1/4"=1'-0"

S-004

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NOTES:

1. AT RAMP, V-BRACING LOCATED AT BOTH UPHILL

AND DOWNHILL LOCATIONS.

2. = PLATFORM ORIENTATION REFERENCE POINT.

3. NOT USED.

4. SEE S-001 FOR CONCRETE FINISH.

5. BICYCLE PARKING TO MEET CITY OF PORTLAND'S

STANDARD.

6. ALL SLABS ON GRADE TO BE 6" THICK WTIH

6x6xW1.4xW1.4 WWF REINFORCING.

7. RAILING POSTS ARE TO BE 4" FROM CORNER OF

CONCRETE.

SIM

N

REFERENCE

POINT

REFERENCE

POINT (BEYOND)

SIM

SEE GENERAL NOTE 4

FOR SLOPES

LANDSCAPE STRIP

SEE GENERAL NOTE 5

ADJUST RAILING POST SPACING

TO BE EQUIDISTANT ALONG

PLATFORM

HANDRAIL CONTINUOUS

AT LANDING TYP

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GUARDRAIL AND POSTS NOT SHOWN

BEYOND THIS POINT FOR CLARITY

PROVIDE 12" EXTENSION

& HANDRAIL RETURN

PER 1/S-005

PROVIDE MIN 6"

LAYER OF 1"(-)

CRUSHED ROCK

ON SLOPE

A

M E

N D

M E

EXTENT OF

CRUSHED

ROCK

6'-0" 6'-0" 2'-0"

6x6 POST

2x6 BRACING

@ EA. BENT

EDGE OF

PAVING

GLU LAM PER PLAN

4x10, TYP

BLOCKING BLOCKING

M A

X

GUARDRAIL, TYP

TYP

EXIST.

GRADE,

SEE CIVIL

A P

P R

O X

V A

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PULTRUDED

FIBERGLASS GRATING

S

T

B

E

S

T

B

E A

M

4x BEAM SEE PLAN

SIMPSON HH6

HANGER, TYP

2'-0"

M

I N

M

A X

BRACING CONNECTED

TO BEAMS W/ 3/4"Ø

BOLTS AT MID-DEPTH

OF BEAM (TYP)

6"

1'-0"

1'-0"

5'-0"

V A

R I E

S

M

A X

A P

P R

O X

M

A X

V A

R I E

S

PULTRUDED

FIBERGLASS

GRATING

EXISTING

GRADE,

SEE CIVIL

4x10 w/ SIMPSON

LUS410 HANGER

℄6x6 POST

RAMP

HANDRAIL RETURN TYP

BOTH SIDES OF RAMP

SEE 1/S005 (SIM)

12"

2x6 BRACING

@ LANDING

ONLY

2 5/8"Ø BOLTS

@ POST &

GL BEAM

2'-0"

TRANSITION

VIEWING

PLATFORM

RAMP

4x10 W/

SIMP LUS

410 EA

END

4x10 END

JOIST

6x10

6x POST

GL BEAM

EXISTING

GRADE,

SEE CIVIL

USE FASTENERS

PER MANUFACTURER

@ 2'-0" O.C. MAX

GRATING

4x FRAMING

2x BLOCKING

A34 CENTERED BETWEEN EA. 4x

GA 1 EA SIDE

SIMP EPV44 TYP

EA 4x

CONCRETE ABUTMENT W/

(5)#4 BARS CONT. HORIZONTALLY

AND #3 BAR @ 12" O.C. VERTICALLY

#3 TIES @ 12" OC

4" MAX

(SEE NOTE 1)

4X10 STRINGER

EPB

2x BLOCKING

TM

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IDENTIFICATION

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US Army Corps of Engineers

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VIEWING PLATFORM

SECTION

A

S-004

SCALE: 1"=1'-0"

RAMP/ PAVEMENT

DETAILB

S-004

SCALE: 1"=1'-0"

PLAN

PLATFORM RAMP

SECTION

C

S-004

SCALE: 1"=1'-0"

SECTION A-A

RAMP HANDRAIL

DETAIL

S-005

SCALE: 3" = 1'-0"

" O.D. PIPE RAILING

"Ø PIPE RAILING

SST MOUNT PL. 3"Ø x w/ (2)

"Ø THROUGH

BOLTS & NUTS

w/ WASHERS

PROVIDE MOUNT @ 4'-0" OC

MAX @ EA 4x POST

4"

HANDRAIL &

TOP RAIL

NOTES:

1. HANDRAIL POST SHALL BE SET BACK SUCH THAT,

FROM THE CENTER OF THE BOLT TO THE EDGE OF THE

BEAM/ STRINGER DOES NOT EXCEED 4 INCHES.

A

A

5'-0" LANDING,

SEE PLAN

FINISH GRADE

ELEVATION

SEE 3/S-006

HOOK REINF

AT ENDS

MOUNT AT RETURN W/

(2)

"Ø x 3" LAG SCREWS

CONC RAMP

C

L

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C

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S E R

V I C

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C

H I E F

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12"

RAILING

4x POST

A

A

ELEVATION A-A

FOR CORNERS

SEE

PROVIDE RADIUS

RETURN TO POST

A

M E

N D

M E

EDGE OF

EXISTING TRAIL

SEE PLAN ON 1/S-004

" RESTORE

EXISTING

GRADE

BIKE RACK

PER CITY OF PORTLAND

STANDARD DETAIL P-576

CONCRETE

FLANGE MOUNT W/

4 - 4"x1/2" GALV

ANTI-THEFT BOLTS

TYP. (IF BOLTS ARE

WELDED IN PLACE, APPLY

GALVINIZING AGENT IN AFFECTED

AREAS) EMBED BOLTS 3" MIN

0'-8"

KEY

4x4 PT POST FOR

RAIL W/ (2) 5/8"Ø EPOXY

ADH BOLTS (EMBED = 4")

SEE ALSO 3/S-006

SEE NOTE 1

1" (-) CRUSHED

ROCK (MIN 6"

THICK) SEE 1/S-004

FOR EXTENT

4'-0"

(2) 3/4" DIAMETER M.B.

UNLESS AT SIM.

4x PER PLAN

4x PER PLAN

BLOCKING AT

SIM

BEAM PER

PLAN

T Y

P

2x4 W/ 5/8"Ø

BOLT EA. END

L4x6x3/8x0'-9" W/ 2-5/8"Ø BOLTS

W/ NUT & WASHERS (LL ON JOIST) EA. LEG

GRATING

COLUMN CAP PER PLAN

BEAM PER PLAN

CENTER LINE OF POST

CENTER LINE OF BRACE

DIAGONAL BRACE PER

PLAN, WHERE OCCURS,

W/(1)

" DIAM M.B.

CENTER LINE M.B. 1"

BELOW BOTTOM OF

HANGER

2x8 TOP OF RAIL

2x6 & 2x4 AT TOP, BEVEL

TOP FOR RAIL

(2) 2x6 BOTTOM

FRONT SIDE 2x6 IS FLUSH W/FRONT

FACE OF & DISCONTINUOUS AT 4x4

GRATING

2x2 VERTS @ 5" O.C. MAX

AND ATTACHED TO 4X4 AT

EA. ENDS (4" MAX SPACE

BTWN VERTS)

(4) #3 HOOPS EVENLY

SPACED

(3) # 3 HOOPS W/ 1

CLEAR COVER AND

" SPACING CENTER

TO CENTER

(8)#4 VERTS

ROUND CONCRETE PIER

CENTERED UNDER POST

3" MIN

M

I N

6x6 POST

2X8 DIAG. BRACE W/ (1)

" ROUND

M.B. CENTERED AT POST D&E. -

EXTEND 2

" BEYOND EDGE OF

POST

2X8 DIAG. BRACE W/ (1)

ROUND M.B. CENTERED AT

POST B&C - THIS SIDE AT

POST B. -EXTEND 2

BEYOND EDGE OF POST

PBS66 W/ 1/2"Ø BOLTS (TYP)

JOIST PER PLAN

HT 2.5

A34

(8)#4 VERTS

(6)#4 VERTS

(7)#3 HOOPS EQ

SPACED

(7)#3 HOOPS EQ

SPACED

PBS66 W/

1/2"Ø BOLTS

(TYP)

(6)#4 VERTS

(4) #3 HOOPS

EVENLY SPACED

(4) #3 HOOPS EVENLY

SPACED

(3) # 3 HOOPS W/ 1

CLEAR COVER AND

" SPACING

CENTER TO CENTER

(3) # 3 HOOPS W/ 1

" CLEAR COVER AND 1

SPACING CENTER TO CENTER

6x6 POST

3" MIN

M

I N

ROUND CONCRETE PIER

CENTERED UNDER POST

TM

S-006

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