A.07.23_MCR_Critical_Repair_As-builts.pdf
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TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR
MANUFACTURER'S CERTIFICATES OF COMPLIANCE
(Read instructions on the reverse side prior to initiating this form)
SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)
DATE TRANSMITTAL NO.
TO: FROM: CONTRACT NO. CHECK ONE:
THIS IS A NEW TRANSMITTAL
THIS IS A RESUBMITTAL OF
TRANSMITTAL ___________
SPECIFICATION SEC. NO. (Cover only one section with each transmittal)
PROJECT TITLE AND LOCATION 01-Main Register CHECK ONE: THIS TRANSMITTAL IS
FOR FIO GA DA CR
ITEM
NO.
a.
DESCRIPTION OF ITEM SUBMITTED
(Type size, model number/etc.)
b.
MFG OR CONTR.
CAT., CURVE
DRAWING OR
BROCHURE NO.
(See instruction no. 8) c.
NO.
OF
COPIES
d.
CONTRACT REFERENCE
DOCUMENT
SPEC.
PARA. NO.
e.
DRAWING
SHEET NO.
f.
FOR
CONTRACTOR
USE CODE
g.
VARIATION
(See
Instruction No. 6) h.
FOR
CE
USE
CODE
i.
REMARKS I certify that the above submitted items have been reviewed in detail and are correct and in the strict conformance with the contract drawings and specifications except as otherwise stated.
NAME AND SIGNATURE OF CONTRACTOR
SECTION II - APPROVAL ACTION
ENCLOSURES RETURNED (List by item No.) NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY DATE
ENG FORM 4025, MAR 95 (ER 415-1-10) EDITION OF SEP 93 IS OBSOLETE. (Proponent: CEMP-CE)
04/15/2016 01 78 39.00 25-3.1
01 78 39.00 25
W9127N-14-C-0033 NA
Vancouver Resident Office 4480 SE Columbia Way Vancouver, WA 98661-5570
J.E. McAmis, Inc.
621 Country Drive Chico, CA 95928
MCR North Jetty Critical Repairs Mouth of Columbia River, Pacific County, WA
X 01 78 39.00 25-3
X
4 Final Working As-Built Drawings CLOSEOUT SUBMTL 0 1.7.3 A N
SHEET 1 OF 1
g2eccjse Typewritten Text A g2eccjse Typewritten Text
14 MAY 2016
g2eccjse Typewritten Text
COR
AS CONSTRUCTED
CONTRACT NO W9127N-14-C-0033
CONTRACTOR J.E. McAmis
DATE OF RECEIPT OF NOTICE TO PRODCEED 09/29/2014
DATE OF COMPLETION OF CONTRACT 04/01/2016
DATE OF ACCEPTANCE 04/01/2016
John Rectangle
SURVEY BENCHMARK
PROJECT WORK AREA BOUNDARY
STAGING AND STOCKPILE AREA BOUNDARY
SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
G-001 ACCESS ROAD PLAN AND VICINITY MAP
G-002 AERIAL SITE PLAN AND INDEX SHEET
C-001NORTH JETTY PLAN
C-002 STAGING AND STOCKPILE AREA PLAN
C-003REPAIR AREA PLAN AND PROFILE
C-004 CENTERLINE AND OFFSET PROFILES
C-005 CROSS SECTIONS - 85+00 TO 92+00
C-006 CROSS SECTIONS - 93+00 TO 99+00
C-007 EROSION CONTROL NOTES AND DETAILS
C-008 HAUL ROAD SECTIONS - 55+00 TO 69+00
C-009 HAUL ROAD SECTIONS - 70+00 TO 84+00
LOCATION MAP
NTS
NOTE:
1. SHEETS WITH PHOTOS ARE INTENDED FOR COLOR PRINTING.
2. AERIAL PHOTO FROM GOOGLE EARTH, DATED JULY 6, 2012
3. CONTOURS AND ELEVATIONS SHOWN ARE FROM PHOTOGRAMETRIC
SURVEY PERFORMED IN AUGUST 2013 BY USACE AND REPRESENT
CONDITIONS AT THE TIME OF DATA COLLECTION, AND MAY NOT
REPRESENT CONDITIONS AT TIME OF CONSTRUCTION.
4. HORIZONTAL DATUM: NORTH AMERICA DATUM OF 1983 (NAD83
CORS96) PROJECTED TO THE OREGON NORTH ZONE STATE PLANE
COORDINATE SYSTEM WITH UNITS IN INTERNATIONAL FEET.
5. VERTICAL DATUM: NAVD88 (2012A GEOID MODEL) WITH UNITS IN FEET
6. TRAFFIC CONTROL - THE PROJECT WORK AREA (STATION 41+00 TO
99+00 PER C-002) WILL BE CLOSED TO THE PUBLIC DURING
CONSTRUCTION BUT THE REMAINDER OF CAPE DISAPPOINTMENT
STATE PARK (FORT CANBY) WILL REMAIN OPEN. THE CONTRACTOR
SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAG PERSONNEL, AS
NEEDED, ALONG JETTY ROAD TO THE PROJECT SITE FOR THE SAFE
MOVEMENT OF CONSTRUCTION TRAFFIC THROUGH THE STATE PARK.
ALL CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
7. DURING TIMES OF ACTIVE CONSTRUCTION, THE CONTRACTOR SHALL
CLOSE JETTY ROAD WEST OF JETTY STATION 41+00, AND REDIRECT
THE PUBLIC TO THE PUBLIC PARKING LOTS NORTH AND EAST OF
WORK AREA.
8. PAVEMENT REPAIRS - UPON PROJECT COMPLETION, THE
CONTRACTOR SHALL REPAIR PAVEMENTS WITHIN THE PARK
BOUNDARY THAT WERE DAMAGED AS THE RESULT OF
CONSTRUCTION ACTIVITY, INCLUDING PAVEMENTS IN THE PARKING
LOT(S), AND ALONG JETTY ROAD AND FORT CANBY PARK ROAD.
9. TRAFFIC FLOW AND CONTROL THROUGH THE PARK ENTRANCE SHALL
BE PROVIDED BY THE CONTRACTOR IN THE GOVERNMENT
APPROVED TRAFFIC CONTROL PLAN.
ABBREVIATIONS
CO CONTRACTING OFFICER
EL ELEVATION
GQAR GOVERNMENT QUALITY ASSURANCE REPRESENTATIVE
MHHW MEAN HIGHER HIGH WATER
MLLW MEAN LOWER LOW WATER
NTS NOT TO SCALE
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
G-001
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PORTLAND DISTRICT
CONSTRUCTION
ACCESS ROUTE
PARK ENTRANCE GATE
LOOP 100
N
SCALE: 1" = 1000'
CONSTRUCTION ACCESS ROUTE
VICINITY MAP AND
ILWACO
0 1000'1000'
SCALE: 1"= 1000'
PROJECT WORK AREA BOUNDARY
AS CONSTRUCTED
CONTRACT NO. W9127N-14-0033_________
John Sticky Note Accepted set by John
4. COE ISSUED A NEW DRAWING ACCORDING TO RFI #5
CONTRACT NO. W9126N-14-003__________
+0
+0
+ 0
+0
+0
+ 0
+0
+0
+0
+0
+00
22+
23+0
24+0
25+0
26+0
27+0
28+0
29+0
30+0
31+0
32+0
33+0
34+0
35+0
36+0
37+0
38+0
39+0
40+0
41+0
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43+0
44+0
45+0
46+0
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48+0
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50+0
51+0
52+0
53+0
54+0
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60+0
61+0
62+0
63+0
64+0
65+0
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67+0
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70+0
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72+0
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77+0
78+0
79+0
80+0
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82+0
83+0
84+0
85+0
86+0
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96+0
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99+0
100+
101+
102+
103+
104+
+0
+0
+ 0
+0
+0
+ 0
+0
+0
+0
+0
+00
22+
23+0
24+0
25+0
26+0
27+0
28+0
29+0
30+0
31+0
32+0
33+0
34+0
35+0
36+0
37+0
38+0
39+0
40+0
41+0
42+0
43+0
44+0
45+0
46+0
47+0
48+0
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50+0
51+0
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53+0
54+0
55+0
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57+0
58+0
59+0
60+0
61+0
62+0
63+0
64+0
65+0
66+0
67+0
68+0
69+0
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73+0
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75+0
76+0
77+0
78+0
79+0
80+0
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82+0
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84+0
85+0
86+0
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90+0
91+0
92+0
93+0
94+0
95+0
96+0
97+0
98+0
99+0
100+
101+
102+
103+
104+
STA:10+00
STA:15+00
STA:20+00
STA:25+00
STA:30+00
STA:35+00
STA:40+00
STA:45+00
STA:50+00
STA:55+00
STA:60+00
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STA:90+00
STA:95+00
STA:100+00
G 2E
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SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
SCALE: 1" = 300'
PLAN
DELINEATED WETLAND
(WELANDS CONTINUE
NORTHWEST OF AREA SHOWN)
EROSION PROTECTION ZONE
(CONSTRUCTED BY OTHERS)
N
C-001
C O
LU
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C
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A
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P
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R . M
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Z, P .E
G 2E
C D
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G 2E
C D
D R
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M A
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1:
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1.
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PORTLAND DISTRICT
EXISTING WEST PARKING LOT
CONSTRUCTION
ACCESS ROAD
NORTH JETTY LAGOON SITE
(WILL BE FILLED TO ELEV. 15)
CONTRACTOR DESIGNED
RAMP ONTO JE
TTY
(LOCATION TO
BE DETERMINED
BY CONTRACTOR)
APPROXIMATE LIMITS
OF JETTY REPAIR
(SEAWARD OF 85+00)
1. A CONTRACTOR DESIGNED ACCESS RAMP SHALL BE CONSTRUCTED
ON THE NORTH SIDE OF THE JETTY, BETWEEN JETTY STATIONS 56+50
AND 64+00, TO PROVIDE ACCESS TO TOP OF JETTY.
2. ACCESS RAMP SHALL BE BLOCKED AND SECURED FROM PUBLIC
VEHICULAR ACCESS WHEN THE RAMP IS NOT IN USE BY THE
CONTRACTOR.
3. CONTOURS AND ELEVATIONS SHOWN ARE FROM PHOTOGRAMETRIC
SURVEY PERFORMED IN AUGUST 2013 BY USACE AND REPRESENT
CONDITIONS AT THE TIME OF DATA COLLECTION, AND MAY NOT
REPRESENT CONDITIONS AT TIME OF CONSTRUCTION.
4. HORIZONTAL DATUM:
NORTH AMERICA DATUM OF 1983 (NAD83 CORS96) PROJECTED TO
THE OREGON NORTH ZONE STATE PLANE COORDINATE SYSTEM WITH
UNITS IN INTERNATIONAL FEET
5. VERTICAL DATUM:
NAVD88 (2012A GEOID MODEL) WITH UNITS IN FEET
CONTRACTOR DESIGNED HAUL ROAD,
FROM RAMP TO REPAIR SITE.
PUBLIC
PARKING LOT
WAIKIKI
BEACH
BENSON
BEACH
PUBLIC PARKING
(GRAVELED SURFACE)
LEWIS AND CLARK
INTERPRETIVE CENTER
JE
TTY R
OAD
0300' 300'
SCALE: 1"= 300'
AS CONSTRUCTED
CONTRACT NO. W9127N-14-C-0033_______
S T A
:4 0+00
S T A
:4 5+00
S T A
:5 0+00
S T A
:5 5+00
S T A
:6 0+00
S T A
:6 5+00
S T A
:7 0+00
S T A
:7 5+00
S
TA
:80+00
S
TA
:85+00
G 2E
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SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
SCALE: 1" = 100'
PLAN0 100'100'
SCALE: 1"= 100'
JETTY ROAD
EROSION PROTECTION ZONE
(SEE NOTE 6)
CONTRACTOR DESIGNED RAMP ONTO JETTY
(LOCATION TO BE DETERMINED BY CONTRACTOR)
JETTY HAUL ROAD
DELINEATED WETLAND
C-002
M O
U
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C O
LU
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G A
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R . M
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IT
Z, P .E
G 2E
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G 2E
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-0
M A
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1:
A N
S I D
C
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1.
8_ C
-0
S
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PORTLAND DISTRICT
1. CONTOURS AND ELEVATIONS SHOWN ARE FROM PHOTOGRAMETRIC SURVEY PERFORMED IN
AUGUST 2013 BY USACE AND REPRESENT CONDITIONS AT THE TIME OF DATA COLLECTION, AND
MAY NOT REPRESENT CONDITIONS AT TIME OF CONSTRUCTION.
2. HORIZONTAL DATUM: NORTH AMERICA DATUM OF 1983 (NAD83 CORS96) PROJECTED TO THE
OREGON NORTH ZONE STATE PLANE COORDINATE SYSTEM WITH UNITS IN INTERNATIONAL FEET.
3. VERTICAL DATUM: NAVD88 (2012A GEOID MODEL) WITH UNITS IN FEET
4. JETTY STONE STOCKPILING SHALL BE LIMITED TO WITHIN THE STAGING AND STOCKPILE AREA BOUNDARY (EAST OF JETTY STATION 59+00), AND SHALL BE FENCED. STOCKPILES SHALL BE SET
BACK A MINIMUM OF 15 FEET NORTH OF EXPOSED JETTY.
5. THE NORTH JETTY LAGOON AREA WILL BE FILLED BY OTHERS TO AN ELEVATION OF 15 FEET PRIOR
TO CONSTRUCTION. THE LAGOON FILL WILL CONSIST OF SAND AND ROCK AGGREGATE.
6. THE EROSION PROTECTION ZONE, THAT WILL BE CONSTRUCTED AS PART OF LAGOON FILL,
DEFINES AN AREA WHERE A ROCK AGGREGATE BERM EXISTS AT GRADE (EL. 15 FEET). THE AREA OF THE EROSION PROTECTION ZONE MAY BE USED FOR STAGING AND JETTY ROCK STOCKPILING, PROVIDED THAT THE UNDERLYING ROCK AGGREGATE BERM IS NOT DISTURBED.
7. JETTY ROAD WEST OF JETTY STATION 41+00 SHALL BE CLOSED TO THE PUBLIC DURING
CONSTRUCTION. NOTICE TO BE POSTED AT PARK ENTRANCE AND PROVIDE SIGNAGE TO REDIRECT
THE PUBLIC TO PUBLIC PARKING TO THE NORTH AND EAST.
8. - THE CONTRACTOR SHALL CLEAR AND
GRUB THE PORTIONS OF THE DESIGNATED AREA AS REQUIRED FOR THE CONTRACTOR'S
OPERATIONS AND STOCKPILING OF MATERIALS, INCLUDING THE REMOVAL OF INVASIVE SCOTCH
BROOM BRUSH. THE CLEARING AND GRUBBING OF SCOTCH BROOM BRUSH REQUIRES SPECIAL
PRECAUTIONS TO AVOID INFESTATION IN ACCORDANCE WITH THE SPECIFICATIONS.
9. - FOLLOWING CONSTRUCTION, RESTORE AND
VEGETATE AREAS DISTURBED BY CONSTRUCTION WITH AMERICAN DUNE GRASS (LEYMUS MOLLIS) SPRIGS USING A LICENSED LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS.
THE DUNE GRASS SPRIGS SHALL BE GUARANTEED FOR ONE YEAR. SPRIGS THAT DIE WITHIN THE
ONE YEAR WARRANTY PERIOD SHALL BE REPLACED.
TEMPORARY FILTER FABRIC FENCE
LAGOON FILL AREA (WILL BE FILLED TO EL. 15)
ROAD WEST OF THIS POINT
SHALL BE CLOSED TO THE PUBLICWEST
PARKING
LOT
0 100'100'
SCALE: 1"= 100'
SCALE: 1" = 100'
PLAN
M A
TC
H
LI
N
E
8+
M A
TC
H
LI
N
E
8+
CONTRACTOR DESIGNED AND
CONSTRUCTED HAUL ROAD,
WITH TURNOUTS
PROVIDE CONSTRUCTION ACCESS TO
WEST PARKING LOT AT ALL TIMES
S
TA
: 4 1+0 0
LAGOON FILL AREA
EROSION PROTECTION ZONE
DELINEATED WETLAND
-30
-25-20 -15-10 -5
5 1015
S
TA
: 5 6+
S
TA
: 6 4+
STAGING AND STOCKPILE AREA
(12.5 ACRES)
C-007
AS CONSTRUCTED
CONTRACT NO. W9127N-14-C-0033______
John Callout See Sand Fance Drawing CS-014
CONTRACT NO. W9127N-C-0033_____
83+0084+0085+0086+0087+0088+0089+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00 83+0084+0085+0086+0087+0088+0089+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00
-5 -10
-15-20 -25-30 -35-40 -45-50 -55
-60
-10
-5
15 20
-10
-10
85+0086+0087+0088+0089+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00
85+0086+0087+0088+0089+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00
G R
A D
E B
R E
A K
S
TA
5+
E
LE
V
5.
GRADE BREAK STA = 99+15
ELEV = 25.1
A P
P R
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IM
A
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G
R A
D E
B R
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AK
S
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9+
A P
P R
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-4
.5
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VA
TI
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(N A
VD
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(N A
VD
JETTY STATIONING
84+00
84+00
-10
-10
85+0086+0087+0088+0089+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00
85+0086+0087+0088+0089+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00
G R
A D
E B
R E
A K
S
TA
5+
E
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V
5.
GRADE BREAK STA = 99+15
ELEV = 25.1
A P
P R
O X
IM
A
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G
R A
D E
B R
E
AK
S
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9+
A P
P R
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-4
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(N A
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VA
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(N A
VD
JETTY STATIONING
84+00
84+00
G 2E
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IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
SCALE: 1" = 60'
PLAN
SCALE: H: 1" = 60', V: 1"=6'
CENTERLINE PROFILE
C-003
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PORTLAND DISTRICT
060' 60'
SCALE: 1"= 60'
C R
E S
T W
ID
TH
0'
APPROXIMATE TOE OF JETTY
REPAIRS (SEE NOTE 1)
APPROXIMATE TOE OFJETTY
REPAIRS (SEE NOTE 1)
DESIGN TEMPLATE
FINISH GRADE
EL=25.1'
EXISTING GROUND
2013 PHOTOGRAMMETRIC DATA
OUTER TRANSITION SECTION FROM 1V:1.5H
SLOPE AT 97+00 TO 1V:2H SLOPE AT STA. 97+50
1V :2
H 1V
:2 H1V :2H
1V:1.5H
1. TOE LINE LOCATION BASED ON INTERPOLATIONS PER
SECTIONS. ACTUAL TOE OF REPAIR SHALL BE BASED ON THE
INTERSECTION OF THE GROUND SURFACE AT THE TIME OF
CONSTRUCTION AND THE DESIGN TEMPLATE, AS SHOWN ON
SHEETS C-005 AND C-006.
2. CONTOURS AND ELEVATIONS SHOWN ARE FROM
PHOTOGRAMETRIC SURVEY PERFORMED IN AUGUST 2013 BY
USACE AND REPRESENT CONDITIONS AT THE TIME OF DATA
COLLECTION, AND MAY NOT REPRESENT CONDITIONS AT TIME
OF CONSTRUCTION.
3. HORIZONTAL DATUM: NORTH AMERICA DATUM OF 1983 (NAD83
CORS96) PROJECTED TO THE OREGON NORTH ZONE STATE
PLANE COORDINATE SYSTEM WITH UNITS IN INTERNATIONAL
FEET.
4. VERTICAL DATUM: NAVD88 (2012A GEOID MODEL) WITH UNITS
IN FEET
150' 50'
1V:2HR=15'
NO TOPOGRAPHIC INFORMATION IN THIS
AREA, DUE TO HEAVY WAVE ACTIVITY.
END REPAIR 99+00
N=967450.68 E=7295559.10
BEGIN REPAIR 85+00
N=968292.50 E=7296677.73
BOTTOM OF SINGLE
LAYER OF ARMOR STONE
INNER TRANSITION
SECTION
(50' MAX.)
JETTY REPAIR SECTION
ARMOR STONE THAT IS TO BE PLACED BELOW 1-LAYER ARMOR LAYER
NEW ARMOR STONE PLACEMENT TO OCCUR WITHIN 1-LAYER
AREAS THAT ARE NOT EXPECTED TO REQUIRE USING NEW ARMOR STONE,
BUT MAY REQUIRE SOME REWORKING TO ACHIEVE INTERLOCKING AND
INTERFACE WITH NEW ARMOR STONE PLACEMENT
1-LAYER ARMOR STONE1-LAYER ARMOR STONE
Note:
See drawings CS-010 to CS-013
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
E
LE
VA
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(N A
VD
E
LE
VA
TI
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(N A
VD
80+0085+0090+0095+00100+00
80+0085+0090+0095+00100+00
-10
-10
E
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VA
TI
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(N A
VD
E
LE
VA
TI
O N
(N A
VD
80+0085+0090+0095+00100+00
80+0085+0090+0095+00100+00
-10
-10
E
LE
VA
TI
O N
(N A
VD
E
LE
VA
TI
O N
(N A
VD
80+0085+0090+0095+00100+00
80+0085+0090+0095+00100+00
-10
-10
JETTY STATIONING
JETTY STATIONING
JETTY STATIONING
G 2E
C D
JT
Fi le
L as t S av ed B y:
SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
FINISH GRADE
EL=25.1'
EXISTING GRADEBEGIN CRITICAL REPAIRS
STA=85+00
FINISH GRADE
EL=25.1'
FINISH GRADE
EL=25.1'
EXISTING GRADE
EXISTING GRADE
BEGIN CRITICAL REPAIRS
STA=85+00
BEGIN CRITICAL REPAIRS
STA=85+00
MATCH EXISTING
MATCH EXISTING
C-004
C O
LU
M
B
IA
R
IV
E R
M O
U
TH
O F
TH
E
C O
LU
M
B
IA
R
IV
E R
N O
R
TH
J E
TT
Y
C
R
IT
IC
A
L R
E P
A
IR
S
C
EN
TE
R
, N O
R
TH
, A N
D S
O U
TH
P
R O
FI
LE
S
H A
N S
R . M
O R
IT
Z, P .E
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
4- R
-0
M A
R K
W . B
R O
D E
SS
ER
, P .E
1:
A N
S I D
C
LG
1.
8_ C
-0
P R
F.
dw g
PORTLAND DISTRICT
INNER TRANSITION SECTION
84+50 TO 85+00
1. CONTOURS AND ELEVATIONS SHOWN ARE FROM PHOTOGRAMETRIC SURVEY
PERFORMED IN AUGUST 2013 BY USACE AND REPRESENT CONDITIONS AT THE
TIME OF DATA COLLECTION, AND MAY NOT REPRESENT CONDITIONS AT TIME OF
CONSTRUCTION.
2. HORIZONTAL DATUM: NORTH AMERICA DATUM OF 1983 (NAD83 CORS96)
PROJECTED TO THE OREGON NORTH ZONE STATE PLANE COORDINATE SYSTEM
WITH UNITS IN INTERNATIONAL FEET.
3. VERTICAL DATUM: NAVD88 (2012A GEOID MODEL) WITH UNITS IN FEET
4. EXISTING JETTY STONE ABOVE ELEVATION 25.1' SHALL REMAIN IN PLACE UNLESS
ROCK NEEDS TO BE MOVED TO PROVIDE CONSTRUCTION EQUIPMENT ACCESS
OR APPROPRIATE INSTALLATION OF NEW JETTY STONE. EXISTING JETTY STONE
THAT IS MOVED MAY BE USED TO FILL DESIGN TEMPLATE, ONLY AS DIRECTED BY
GQAR.
5. ROCK PLACEMENT SHALL NOT EXTEND BEYOND STATION 99+00 OTHER THAN TO
CONSTRUCT 1V:2H END SLOPE AND END RADIUS.
6. SEE SHEETS C-005 AND C-006 FOR CROSS SECTIONS FROM STATION 85+00 TO
99+00, AND SHEETS C-008 AND C-009 FOR CROSS SECTIONS FROM STATIONS
55+00 TO 84+00.
7. REFER TO SHEET C-003 FOR CONTROL POINTS AND LAYOUT
8. REWORKING OF EXISTING JETTY STONE WILL BE REQUIRED TO PLACE,
INTERLOCK, AND SEAT NEW JETTY STONE. AMOUNT OF EXISTING STONE THAT
MAY REQUIRE REWORKING COULD APPROACH 25% OF THE NEW STONE
TONNAGE TO BE PLACED.
BOTTOM OF SINGLE
LAYER OF ARMOR STONE
BOTTOM OF SINGLE
LAYER OF ARMOR STONE
BOTTOM OF SINGLE
LAYER OF ARMOR STONE
MATCH EXISTING
ARMOR STONE THAT IS TO BE PLACED BELOW 1-LAYER ARMOR LAYER
NEW ARMOR STONE PLACEMENT TO OCCUR WITHIN 1-LAYER
AREAS THAT ARE NOT EXPECTED TO REQUIRE USING NEW ARMOR STONE,
BUT MAY REQUIRE SOME REWORKING TO ACHIEVE INTERLOCKING AND
INTERFACE WITH NEW ARMOR STONE PLACEMENT
APPROXIMATE STA. = 99+56
APPROXIMATE EL. = -2.7
STA. = 99+00
EL. = 25.1
STA. = 99+15
EL. = 25.1
STA. = 99+00
EL. = 25.1
APPROXIMATE STA. = 99+74
APPROXIMATE EL. = -4.5
APPROXIMATE STA. 99+58
APPROXIMATE EL. = -3.8
SCALE: H: 1" = 100', V: 1"=10'
NORTH JETTY NORTH CREST EDGE - 15' OFFSET
SCALE: H: 1" = 100', V: 1"=10'
NORTH JETTY CENTERLINE
SCALE: H: 1" = 100', V: 1"=10'
NORTH JETTY SOUTH CREST EDGE - 15' OFFSET
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
c
AS-BUILT
TOE OF
JETTY REPAIRS
R:15'
100+00
(D R 2 z w _J w
GRADE BREAK STA = 98+75.00
ELEV = 25.10
CENTERLINE OF AS-BUil T
ARMOR.STONE
�:BOTTOM OF SINGLE
LAYER OF ARMOR STONE
NO TOPOGRAPHIC INFORMATION IN THIS
AREA. DUE TO HEAVY WAVE ACTIVITY
GRADE BREAK STA= 94+00.00
ELEV = 25.10
(D R z w _J w
-1o-+�+--+--+---+�+---+--+---+�+--+--+-----4�+--+--+-----4f--+--+--+-�f---+--+---+�+--+--+---+�+--+--+---++--l--+--+-�+--+--+---+�+--+--+---+�+-+--+---+�+--+--+-�+--+--+--+-�+---+--+--+�+---+--+--+�+--+----+-10 100+00 99+00 98+00 97+00 96+00 95+00 94+00 93+00 92+00 91 00 90 00 89+00 88+00 87+00 86+00 85+00 84+00
LEGEND:
INDICATES 2015 AS-BUILT OATA COI..L.ECTED
BYorN<INC. ANOJ.E. McN,jlS
GRAPHIC SCALE
·k-J--tJ° H: 1• = 60' V; 1· - 6'
ARMOR STONE THAT IS TO BE PLACED BELOW 1-LAYER ARMOR LAYER
NEW ARMOR STONE PLACEMENT TO OCCUR WITHIN 1-LAYER
AREAS THAT ARE NOT EXPECTED TO REQUIRE USING NEW ARMOR STONE,
BUT MAY REQUIRE SOME REWORKING TO ACHIEVE INTERLOCKING ANO
INTERFACE WITH NEW ARMOR STONE PLACEMENT
NOTE:
1. CALCULATED TOE LINE LOCATION BASED ON INTERPOLATIONS
PER 25.00 FOOT SECTIONS. AS.BUil T TOE LINE LOCATIONS
ARE SHOWN HERON AS COLLECTED BY OTAK INC. AND J. E.
McAMIS UP TO OCTOBER 26. 2015.
2. CONTOURS ANO ELEVATIONS SHOWN ARE FROM
PHOTOGRAMETRIC SURVEY PERFORMED BY I-TEN INC., AND
BATHYMETRIC SURVEY PERFORMED BY NORTHWEST HYDRO
IN MAY 2015. BATHYMETRIC SURVEY DATA PERFORMED BY
DAVID EVANS ANO ASSOCIATES IN 2014 WAS ALSO UTILIZED
AROUND THE "HORN" ANO NORTH SIDE OF THE JETIY.
3. HORIZONTAL DATUM: NORTH AMERICA DATUM OF 1983 (NA083
CORS96) PROJECTED TO THE OREGON NORTH ZONE STATE
PLANE COORDINATE SYSTEM WITH UNITS IN INTERNATIONAL
FEET.
4. VERTICAL DATUM: NAVD88 (2012A GEOIO MODEL) WITH UNITS
IN FEET
USAnnyCotpl:
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
MOUTH OF THE
COLUMBIA RIVER
I
DATUM:
N,,t,D&J(CORS96).EPOCH2002.00
NAYD&9(US12 A)
OREGON NORTH/ INTERNATIONALFECT
CR10NOR1li/COORDINATES
=�!�6.k00008502
NARRATIVE:
THE PURPOSE OF THIS SURYEYJS TO i\5-BUILT THE AAMOR STONE SET Al'IO THE REWORKINGOF"OUSllNG STONE. 00.TAFORTHE CROSS SECTIONS BEIWEEN ST,\ll()N 85+00 TO 99 +00 • .¥0 THE TR.o.HSITION SECTIONS Bt:IWEEN 84-+50 TO 85+00 WERECOLLECTmPER U5'iCE SPECIFIC\110NS.
SPOT ELEVATIONS WERE CQ.LECTEO BY OTN< BETWEEN IMY 29 - OCTOBER 06.
2015. DATA WAS ALSO COUECTED BY J.E. Me,,l,MIS PERSONNEL BETWEEN JUNE 01- OCTOBER 26, 2015 'M GPS(Rl'k) METHODS.
OONTOORS SHOIIINf£R[()NN!E G[NEAATEOl'ROM DATi\ COu.ECTED BYOTIJ<ON WiY29 - 0CTOBER06,2015. 0AT"COll..ECT(08YJ.E.-ISPERSOtlNEI..
BETWEEN JUNE 01- OCTOBER 26, 2015..,... GPS(lm<) WAS ALSO IJTIUZED.
USAnnyCotpl:
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
MOUTH OF THE
COLUMBIA RIVER
QAI].[M,
N,,1,D6J(CORS 96),EPOCH 2002.00
NA...oell{US12A) OREGON NO!ml/lNTERNATIONALFEET
GRO NORTH/COORDINATES
NARRATIVE:
THE PURPOSEOFTHISSURYEYISTOi\5-BUILT THEAAMORSTON ESETAl'IO
THE REWORKI NGOFOUSTI NGSTON E. 00.TAFORTHE CROSSSECTIONSBET WEEN
ST,\ll()N 65+00 TO 99+00. N<0 THE TR.o.NSI T ION SECTIONS Bt:IWEEN 84-+SO TO 85+00 WERECOUECTnlPER U5'iCESPECIFIC\110NS.
SPOT ELEVATIONS WERE CQ.LECTED BY OTN< BETWEEN IMY 29 - OCTOBER 06.
2015. DATA WAS ALSO COUECTED BY J.E. Md,MIS PERSONNEL BETWEEN JUNE 01- OCT08ER 26, 2015 'M GPS(RTk) METHODS.
00ffTOORS SHOIIINf£REONN!E GENEAATEOl'ROM DATA COu.ECTED BYOTIJ< ON MAY29- 0CTOBER 06,2015. DAT,\COLI..ECT(OBYJ.E.McAMIS PERSONNEL BETWEEN JUNE 01- OCTOBER 26, 2015..,... GPS(lm<) WAS ALSO IJTIUZED.
USAnnyCotpl:
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
g
MOUTH OF THE
COLUMBIA RIVER
QAI].[M,
N,,1,D6J(CORS 96),EPOCH 2002.00
N-....oell{US12A) OREGON NO!ml/lNTERNATIONALFECT GAO l'IORTH/COOROIJ<IATES
THE PURPOSE OF THIS SURYEYJS TO i\5-BUILT THE AANOR STOJ'IE SET Al'IO THE REWORKINGOF"OUSllNG STONE. 00.TA FORTHE CROSS SECTIONS BEIWEEN ST,\110N85+00 T0 99+00 • .¥0THETR.o.HSITIONSECTIONS Bt:IWEEN84-+50 TO 85+00 WERECOLLECTmPER U5'iCE SPECIFIC\110NS.
SPOT ELEVATIONS WERE CQ.LECTEO BY OTN< BETWEEN IMY 29 - OCTOBER 06.
2015. DATA WAS ALSO COUECTED BY J.E. Me,,l,MIS PERSONNEL BETWEEN JUNE 01- OCTOBER 26, 2015 'M GPS(Rl'k) METHODS.
00ffTOORS SHOIIINf£R[()NN!E G[NEAATEOl'ROM DATi\ COu.ECTED BYOTIJ< ON WiY29 - 0CTOBER 06,2015. 0AT"COll..ECT(08YJ.E.-ISPERSOtlNEI..
BETWEEN JUNE 01- OCTOBER 26, 2015..,... GPS(lm<) WAS ALSO IJTIUZED.
USAnnyCotpl:
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
85+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
86+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
87+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
88+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
92+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
91+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
90+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E le va tio n (F
T.
N
AV
D
C H
A N
N E
L S
ID
E
(S O
U
TH
E le va tio n (F
T.
N
AV
D
O C
E A
N S
ID
E
(N O
R
TH
DISTANCE FROM CENTERLINE (FT.)
89+00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20' SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20'
G 2E
C D
JT
Fi le
L as t S av ed B y:
SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
C-005
C O
LU
M
B
IA
R
IV
E R
M O
U
TH
O F
TH
E
C O
LU
M
B
IA
R
IV
E R
N O
R
TH
J E
TT
Y
C
R
IT
IC
A
L R
E P
A
IR
S
C R
O
SS
S
EC
TI
O
N S
+0
TO
2+
H A
N S
R . M
O R
IT
Z, P .E
G 2E
C D
JT
G 2E
C D
D R
M W
N -1
4- R
-0
M A
R K
W . B
R O
D E
SS
ER
, P .E
1:
A N
S I D
C
LG
1.
8_ C
-0
S E
C T.
dw g
PORTLAND DISTRICT
EXISTING GROUND
2013 SURVEY DATA (TYP.)
DESIGN TEMPLATE
(TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
1.5
1.5
SEE NOTES 5 AND 6.
NOTES:
1. CONTOURS AND ELEVATIONS SHOWN ARE FROM
PHOTOGRAMMETRIC SURVEY PERFORMED IN
AUGUST 2013 BY USACE AND REPRESENT
CONDITIONS AT THE TIME OF DATA COLLECTION,
AND MAY NOT REPRESENT CONDITIONS AT TIME OF
CONSTRUCTION.
2. HORIZONTAL DATUM: NORTH AMERICA DATUM OF
1983 (NAD83 CORS96) PROJECTED TO THE OREGON
NORTH ZONE STATE PLANE COORDINATE SYSTEM
WITH UNITS IN INTERNATIONAL FEET.
3. VERTICAL DATUM: NAVD88 (2012A GEOID MODEL)
WITH UNITS IN FEET
4. SHOWN CONDITIONS APPLY TO THE SPECIFIC
CROSS SECTION AT THE TIME OF SURVEY: AUGUST
2013, UNLESS WHERE NOTED OTHERWISE.
5. TOE ELEVATION OF REPAIR TEMPLATE VARIES
BASED ON POINT OF INTERSECTION BETWEEN:
1) STABLE ARMOR STONE MASS OF EXISTING
CROSS SECTION, AND
2) FALL LINE(GRADE) OF REPAIR TEMPLATE
6. SOME RE-WORKING OF THE EXISTING CROSS
SECTION SHOULD BE EXPECTED TO ACHIEVE FIRM
INTERLOCKING FOR TOE STONE OF NEW
TEMPLATE.
7. NO REPAIRS ARE REQUIRED FOR AREAS ABOVE
THE DESIGN TEMPLATE LIMITS.
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
15' 15'
15' 15'
15' 15'
15' 15' 15' 15'
15' 15'
15' 15'
15' 15'
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2006 SURVEY
DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
EXISTING GROUND
2013 SURVEY DATA (TYP.)
ARMOR STONE THAT IS TO BE PLACED
BELOW 1-LAYER ARMOR LAYER
NEW ARMOR STONE PLACEMENT TO
OCCUR WITHIN 1-LAYER
AREAS THAT ARE NOT EXPECTED TO
REQUIRE USING NEW ARMOR STONE, BUT
MAY REQUIRE SOME REWORKING TO
ACHIEVE INTERLOCKING AND INTERFACE
WITH NEW ARMOR STONE PLACEMENT
SCALE: 1"= 20'
20' 0 20'
Note:
See Drawings CS-001 to CS-004 for constructed cross sections
AS
C
O N
ST
R
U C
TE
D
N
TR
AC
T
N O
. W
N
-C -0
3_ j
I
.1 :1
-20-1
-30 -100
-20-1
-30 -100
-20-1
-30 -100
-20-1
-30 -100
I '--20 r � , ------.-- r ..........- , -L r ..........-. ---.---- r r--, _J_-30
• • 4 a o w � oo w •
DISTANCE FROM CENTERLINE (FT.)
84+50.00
I �-20 r �,------.-- r ..........- , -L r..........-.---.---- r r--, _J_-30
• • � a o w � oo w •
DISTANCE FROM CENTERLINE (FT.)
84+75.00 t
-10
I '--20 r � , ------.-- r ..........- , -L r ..........-. ---.---- r r--, _J_-30
• • 4 a o w � oo w •
DISTANCE FROM CENTERLINE (FT.)
85+00.00
I !• r � , ------.-- r ..........- , -L r ..........-. ---.---- r r--, _J_-30
• • � � 0 W � 00 W B
DISTANCE FROM CENTERLINE (FT.)
85+25.00 ml �5 <!!?-Zw t;:Q -"' c� ow =z �z •< wo i[ �� Zw c� ow ;;z � li wo
$'I w[ �� i'io .,o
)� z� t� �� �U) j� oz lii;:j �z �8 •< wo j
I
.1 :1
-20-1
-30 -100 j
I
.1 :1
-20-1
-30 -100 j
I
.1 :1
-20 -'
-30 -100 j
I
.1 :1
-30 -100
I 1--20
,.... ---, - --r - --+-- - -L
- --r-- - -.----- - ,--- -, _J_-30
• • 4 a o w � w oo @
DISTANCE FROM CENTERLINE (FT.)
85+35.00 r � , ------.-- r � , j_r ..........-, ---.---- r r--, -1::
• • 4 a o w � oo oo @
DISTANCE FROM CENTERLINE (FT.)
85+40.00 v
-10
I '--20 r ---, __, --r ,_ --+-- __, -L
,_ ............--, __, -.----- ,_ ,--- -, _J_-30
• • 4 a o w � oo w •
DISTANCE FROM CENTERLINE (FT.)
85+50.00
"',-------'f -10
I 1--20 r ---, __, ----+ ,_ ,___..,...... __, -L
,_ ............--, __, --.---- ,_ ,--- -, _J_-30
• • 4 � 0 W � 00 W B
DISTANCE FROM CENTERLINE (FT.)
85+70.00 i'i!;;
ii ti:� iii>
�� L �� wo �� 11 11 �o ±:;;.:
�o iI •• o!;; -� ii Hg ti:� m iii; �·· i� O�o
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IM ·i 11 �j j
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•s,1 H hi.!! H wi ffi ; ti z hi ,)��Oo :f c ci .i�� §P •:1� ii��
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AS
C
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ST
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N
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AC
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O . W
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-0
3_
-20 -1
-30 -100 c
-20-1
-30 -100
-30 -100
1 10 I
_,:1 -30
-100
I '--20
I- -----, , -------, r ---,- , -L r 4----< , +- --- ,-.-- , -+-+--+-1.30
• • 4 a o 20 • oo oo a
DISTANCE FROM CENTERLINE (FT.)
85+75.00 t 20 [i 10 j{ t:� �ii;
2�
-10 J 8 I 1--20
� ----, - -----. - ............... - -L - -+-- - -+--- - ..-----. -, ---1.30
• • 4 a o 20 • oo oo a y
DISTANCE FROM CENTERLINE (FT.)
86+00.00
"'-----'----er r ----. • -------, r ---,- • j__ r � • +- --- ,-.-- , _J:
• • 4 a o 20 • w oo �
DISTANCE FROM CENTERLINE (FT.)
86+25.00
I I --20 r ----, ..... -----. ,_ ,_____,...... _, -L ,__ ........,..._.. ..... -+------- +- .-----, -, ___J-30
• • 4 a o 20 • w oo �
DISTANCE FROM CENTERLINE (FT.)
86+50.00
-30 -100
-20-1
-30 -100
-30 -100
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96+00
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DISTANCE FROM CENTERLINE (FT.)
98+00
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0 20 40 60 80 1000-20-40-60-80-100
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99+00
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0 20 40 60 80 1000-20-40-60-80-100
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97+50 (END OF TRANSITION)
-30
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0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20' SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=20'
G 2E
C D
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Fi le
L as t S av ed B y:
SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
C-006
C O
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B
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PORTLAND DISTRICT
EXISTING GROUND
2013 SURVEY DATA (TYP.)
DESIGN TEMPLATE
(TYP.)
1.5
1.5
1.5
1.5
1.5
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
SEE NOTES 5 AND 6.
(TYP.)
15' 15'
1.5
NOTES:
1. CONTOURS AND ELEVATIONS SHOWN ARE FROM
PHOTOGRAMMETRIC SURVEY PERFORMED IN
AUGUST 2013 BY USACE AND REPRESENT
CONDITIONS AT THE TIME OF DATA COLLECTION,
AND MAY NOT REPRESENT CONDITIONS AT TIME OF
CONSTRUCTION.
2. HORIZONTAL DATUM: NORTH AMERICA DATUM OF
1983 (NAD83 CORS96) PROJECTED TO THE OREGON
NORTH ZONE STATE PLANE COORDINATE SYSTEM
WITH UNITS IN INTERNATIONAL FEET.
3. VERTICAL DATUM: NAVD88 (2012A GEOID MODEL)
WITH UNITS IN FEET
4. SHOWN CONDITIONS APPLY TO THE SPECIFIC
CROSS SECTION AT THE TIME OF SURVEY: AUGUST
2013.
5. TOE ELEVATION OF REPAIR TEMPLATE VARIES
BASED ON POINT OF INTERSECTION BETWEEN:
1) STABLE ARMOR STONE MASS OF EXISTING
CROSS SECTION, AND
2) FALL LINE(GRADE) OF REPAIR TEMPLATE
6. SOME RE-WORKING OF THE EXISTING CROSS
SECTION SHOULD BE EXPECTED TO ACHIEVE FIRM
INTERLOCKING FOR TOE STONE OF NEW
TEMPLATE.
7. NO REPAIRS ARE REQUIRED FOR AREAS ABOVE
THE DESIGN TEMPLATE LIMITS.
ARMOR STONE THAT IS TO BE PLACED
BELOW 1-LAYER ARMOR LAYER
NEW ARMOR STONE PLACEMENT TO
OCCUR WITHIN 1-LAYER
AREAS THAT ARE NOT EXPECTED TO
REQUIRE USING NEW ARMOR STONE, BUT
MAY REQUIRE SOME REWORKING TO
ACHIEVE INTERLOCKING AND INTERFACE
WITH NEW ARMOR STONE PLACEMENT
SCALE: 1"= 20'
20' 0 20'
Note:
See Drawings CS-005 to CS-009 for constructed cross sections
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93+00.00
-10
I la r ----, ..... -----+- ,_ --+-- --L ,_ ......,........ __, --.--,....-.... ,_ ,....-- -, _J_-30
• • 4 a o w • ro ro a
DISTANCE FROM CENTERLINE (FT.)
93+25.00
I
-10
I la r ----, __, -----+- ,_ --+-- --L ,_ ......,........ __, --.---- ,_ ,....-- -, _J_-30
• • 4 a o w • ro ro a
DISTANCE FROM CENTERLINE (FT.)
93+50.00 z w w _J
USAnnyCotpl:
A S
C O
N
ST
RU
C
N
TR
A
C T
N O
. W
N
-C -0
3_
E A
N
S
I D
E
N
O R
T H
O
C E
D
E
N
O R
T H
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
94+75.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
95+00.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
O
C E
D
E
N
O R
T H
O
C E
D
E
N
O R
T H
O
C E
D
E
N
O R
T H
93+50.00
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
93+75.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
94+00.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
94+25.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
94+50.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
O C
E A
N
S
I D
E
N
O R
T H
O
C E
D
E
N
O R
T H
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
95+25.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
95+50.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
E l e v a t i o n
F
T
N
A V
D
A S
B
U I
O
C
T I O
N S
N O
R T
H
J E
T T
Y
C
R I T
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A L
R
E P
A I R
S
CS-006
S X
S E
C T
D
W G
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
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P L
A
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P
L O
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D
A T
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D A
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C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
Portland District
A N
S I
D
N O
R T
H
J E
T T
Y
C
R I T
I C
A L
R
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A I R
S
M O
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H
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F
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M B
V
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C O
L U
M B
V
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D B
A R
R E
T T
W N
C
N
A
W N
R
F E
B
15' 15'
1.5
1.5
15' 15'
1.5
1.5
15' 15'
1.5
1.5
15' 15'
1.5
1.5
15' 15'
1.5
1.5
15' 15'
1.5
1.5
15' 15'
1.5
1.5
15' 15'
1.5
1.5
A S
C O
N
ST
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C
TE
D
C O
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TR
A C
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N
S
I D
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N
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T H
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
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E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
97+50.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
O C
E A
N
S
I D
E
N
O R
T H
O
C E
D
E
N
O R
T H
O
C E
D
E
N
O R
T H
O
C E
D
E
N
O R
T H
95+50.00
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
95+75.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
O U
T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
96+00.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
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T H
E l e v a t i o n
F
T
N
A V
D
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E A
N
S
I D
E
N
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T H
DISTANCE FROM CENTERLINE (FT.)
96+25.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
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T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
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T H
DISTANCE FROM CENTERLINE (FT.)
96+50.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
O C
E A
N
S
I D
E
N
O R
T H
O
C E
D
E
N
O R
T H
O
C E
D
E
N
O R
T H
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
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E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
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T H
DISTANCE FROM CENTERLINE (FT.)
96+75.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
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T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
97+00.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
S
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T H
E l e v a t i o n
F
T
N
A V
D
O C
E A
N
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT.)
97+25.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E l e v a t i o n
F
T
N
A V
D
E l e v a t i o n
F
T
N
A V
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E l e v a t i o n
F
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A S
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AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
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.
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
FOR FURTHER INFORMATION
ON DESIGN CRITERIA SEE
STORMWATER MANAGEMENT
MANUAL FOR WESTERN
WASHINGTON VOLUME II.
NOTES:
COMPOST BERM IS AN ACCEPTABLE ALTERNATIVE
IF 1'-6" BURY DEPTH IS NOT ACHIEVABLE IN ROCK
MIRAFI 100X OR
EQUIVALENT
G 2E
C D
JT
Fi le
L as t S av ed B y:
SHEET
IDENTIFICATION
US Army Corps of Engineers ®
54321
D
C
B
A
BORDER VERSION UPDATE [06-2013]
C-007
C O
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PORTLAND DISTRICT
1. EROSION CONTROL MEASURES IDENTIFIED ON PLANS REPRESENT A POSSIBLE
COURSE OF ACTION. THE CONTRACTOR IS RESPONSIBLE FOR ADHERENCE TO THE
NPDES PERMIT AND SHALL UPDATE THE STORM WATER POLLUTION PREVENTION
PLAN PER SPECIFICATION 01 57 20.00 25 - ENVIRONMENT PROTECTION.
FILTER FABRIC FENCE :
2. FILTER FABRIC SHALL BE A CONTINUOUS ROLL CUT TO LENGTH OF BARRIER AS
NEEDED. IF JOINTS ARE NECESSARY, FABRIC SHALL BE SPLICED TOGETHER ONLY
AT SUPPORT POSTS WITH A MINIMUM OF SIX (6) INCH OVERLAP. BOTH ENDS SHALL
BE SECURED AS REQUIRED.
3. FILTER FABRIC SHALL BE INSTALLED TO FOLLOW CONTOURS.
4. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT (8) INCHES WIDE BY EIGHT (8)
INCHES DEEP UPSLOPE AND ADJACENT TO THE POSTS TO ALLOW THE FILTER
FABRIC TO BE BURIED.
5. ALL FENCING SHALL BE INSPECTED DAILY DURING CONSTRUCTION AND AFTER
EACH SIGNIFICANT RAINFALL EVENT UNTIL SITE HAS BEEN PERMANENTLY
STABILIZED. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
6. REMOVAL OF TRAPPED SEDIMENT SHALL BE PERFORMED WHEN AMOUNTS REACH
APPROXIMATELY 1/3 HEIGHT OF THE FENCE.
7. FILTER FENCING SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN REVEGETATED OR
AS DIRECTED BY COR. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING
REMOVAL FROM THE SITE WITHIN 30 DAYS OF SITE STABILIZATION.
CHECK DAMS :
7. CHECK DAMS SHALL BE MAINTAINED AND/OR SUMP AREA CLEANED AFTER EACH
SIGNIFICANT STORM EVENT OR WHEN SILTATION BECOMES EQUAL OR NEAR 1/2 THE
HEIGHT OF THE DOWNSTREAM DAM.
8. CHECK DAMS SHALL REMAIN IN-PLACE UNTIL CHANNEL VEGETATION HAS MATURED
SUFFICIENTLY TO PROTECT CHANNEL. THE AREAS BENEATH THE REMOVED CHECK
DAMS SHALL BE SEEDED IMMEDIATELY UPON ROCK REMOVAL.
CONSTRUCTION ENTRANCES :
1' -0
" S U
M P
L
1' -0
" M
IN
0.
5'
2'
2'
2" TO 4"
ROCK
2" TO 4"
ROCK
A B
EDGE OF ROADWAY
2:1
2:1
FLOW
L = THE DISTANCE SUCH
THAT POINTS A AND B ARE
EQUAL ELEVATION.
TEMPORARY CONSTRUCTION ENTRANCE
NTS-
TYPICAL ROCK CHECK DAM
NTS-
2 TYPICAL FILTER FABRIC FENCE
NTS-
9. QUARRY SPALLS SHALL BE IN-PLACE AND FUNCTIONAL BEFORE SITE PREPARATION
ACTIVITIES COMMENCE. ANY DEBRIS TRACKING ONTO ADJACENT ROADWAYS
SHALL BE CLEARED DAILY. AT NO TIME SHALL ONLY WATER BE PLACED ON
TRACKED ROADWAY. ROAD SHALL BE SWEPT AND/OR SCRAPED CLEAN BEFORE
WATER IS UTILIZED.
10. LOCATION OF CONSTRUCTION ENTRANCE TO BE APPROVED BY GOVERNMENT.
11. All silt fence has been removed.
AS CONSTRUCTED
CONTRACT NO. W9127N-C-0033_____
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55+00.00
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56+00.00
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0 20 40 60 80 1000-20-40-60-80-100
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57+00.00
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0 20 40 60 80 1000-20-40-60-80-100
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DISTANCE FROM CENTERLINE (FT.)
58+00.00
-30
-20
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-30
-20
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0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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DISTANCE FROM CENTERLINE (FT.)
59+00.00
-30
-20
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-30
-20
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0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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(N O
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DISTANCE FROM CENTERLINE (FT.)
60+00.00
-30
-20
-10
-30
-20
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0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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N
AV
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(N O
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DISTANCE FROM CENTERLINE (FT.)
61+00.00
-30
-20
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-30
-20
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0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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N
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DISTANCE FROM CENTERLINE (FT.)
62+00.00
-30
-20
-10
-30
-20
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0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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(N O
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DISTANCE FROM CENTERLINE (FT.)
63+00.00
-30
-20
-10
-30
-20
-10
0 20 40 60 80…
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