Atch 2 - Drawings 50-04-6329.pdf
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ISSUE DATE:
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED
DISTRIBUTION STATEMENT A
THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
OR SIGNATURE AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN
THE PROJECT WAS DESIGNED BY THE SACRAMENTO DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS
PREPARED UNDER THE DIRECTION OF:
USACE SACRAMENTO SIGNATURE BLOCK
Chief, Engineering Division Chief, Design Branch
Chief, Civil Design Section B
Chief, Geotechnical Branch
APPROVED BY:
APPROVED FUNCTIONAL ADEQUACY:
DATE
/s/ Rick Poeppelman P.E. /s/ Scott Tincher P.E.
/s/ April Fontaine P.E
/s/ Richard Torbik P.E.
LOCATION MAP
SITE SAC RM 71.3R VICINITY MAP
P2#: 105606
CONTRACT 8 SACRAMENTO RIVER RM 71.3R
SACRAMENTO RIVER BANK PROTECTION PROJECT
SACRAMENTO VALLEY, CALIFORNIA
/s/ Raziul Mollah P.E.
Chief, H&H Branch
G-001
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10 MARCH 2017
10-MAR-2017David G. Ray, P.E.
Colonel, U.S. Army, Sacramento District Commander
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TO COMPLETE THIS CONTRACT.
THE CONTRACTOR OF THE RESPONSIBILITY OF CONTACTING OTHER AGENCIES AND/OR PERSONS AS REQUIRED
THE POINTS OF CONTACT ARE GIVEN AS A CONVENIENCE TO THE CONTRACTOR. THIS LIST DOES NOT RELIEVE
FAX: (530) 666-8156
PHONE: (530) 666-8775
WOODLAND, CALIFORNIA 95695
292 WEST BEAMER STREET
FAX: (530) 666-9116
PHONE: (530) 662-7367
WOODLAND, CA 95695
429 FIRST STREET
- WINTER MEAN WATER SURFACE ELEVATON
- TYPICAL
- TEMPORARY CONSTRUCTION EASEMENT
- STATION
- SQUARE FEET
- SPECIFICATION NUMBER
- SUMMER MEAN WATER SURFACE ELEVATION
- SACRAMENTO RIVER
- RIVER MILE
- CONSTRUCTION REFERENCE LINE
- RIGHT OF WAY
- RIGHT BANK LOOKING DOWNSTREAM (I.E. SAC RM 71.3R)
- ORDINARY HIGH WATER MARK
- ON CENTER
- NOT TO SCALE
- POUNDS
- LEFT BANK LOOKING DOWNSTREAM
- IN-STREAM WOOD MATERIAL
- INCH
- FEET
- EXISTING
- ELEVATION
- DIAMETER
- DIAMETER AT BREAST HEIGHT
- TEMPORARY CONTROL POINT "1" ON CONSTRUCTION REFERENCE LINE
- BOULEVARD
- APPROXIMATE
- ACRE
- SLOPE REFERENCE (HORIZONTAL:VERTICAL SLOPE RATIO)
WMWSE
TYP.
TCE
STA.
SQ. FT
SPEC. NO.
SMWSE
SAC
RM
REF. LINE
R/W
R
OHWM
O.C.
NTS
LBS
L
IWM
IN.
FT
EX.
EL.
DIA.
DBH
CP-1
BLVD
APPROX.
AC
1:1
SURVEY NOTES
POINTS OF CONTACT
RECLAMATION DISTRICT NO. 1600
ABBREVIATIONS
CONSTRUCTION NOTES
YOLO COUNTY PUBLIC WORKS DIVISION
SYMBOLS
TREE AND TAG # TO BE PROTECTED IN PLACE
SURVEY CONTROL POINT
TEMPORARY CONTROL POINT
ETL ZONE LIMIT
GRUBBING LIMIT
RIGHT OF WAY
TEMPORARY CONSTRUCTION EASEMENT
OVERHEAD POWER LINES
LEVEE'S WATERSIDE HINGEPOINT
APPROX. SMWSE
OHWM
CENTERLINE
#12
G-002
A
C-206 C-524
C-524C-206
REFERENCE SHEET(S)
DETAIL SHEET
DETAIL NUMBER
REFERENCE SHEET
REFERENCE CROSS SECTION SHEET
CROSS SECTION LETTER
GENERAL NOTES
TO CONFORM TO CHANGED SITE CONDITIONS (SEE SPECIFICATIONS SECTION 01 35 13 AND 35 31 19 FOR SPECIFIC DETAILS).
OFFSETS SHOWN ON CROSS SECTIONS ARE FOR THE STATION AND ALIGNMENTS SHOWN AND ARE SUBJECT TO REVISIONS 5.
OTHERWISE NOTED.
CONSTRUCTION OFFSETS ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION REFERENCE LINE SEGMENT UNLESS 4.
MEASURED FROM A CONSTRUCTION REFERENCE LINE SPECIFIED FOR EACH SITE.
THE BANK FEATURE DESIGNS FOR THE PROJECT SITE ARE TO BE CONSTRUCTED BASED ON ELEVATIONS AND OFFSETS 3.
2.
GENERAL NOTES ARE APPLICABLE FOR ALL SITES UNDER FILE NO. 50-04-6329.1.
TEMPORARY CONSTRUCTION REFERENCE LINES, TO BE SET BY THE CONTRACTOR, ARE SHOWN ON THE PLAN AND TOPOGRAPHY SHEETS.8.
ELEVATIONS AND DESCRIPTIONS.
PERMANENT CONTROL MONUMENTS FOR THE SITE ARE SHOWN ON THE SITE PLAN AND TOPOGRAPHY SHEETS ALONG WITH CONTROL COORDINATE TABULATIONS, 7.
AERIAL PHOTOGRAPHY WAS OBTAINED IN APRIL 2015 AND REFLECTS FIELD CONDITIONS AT THAT TIME.6.
PROJECT FOOTPRINT.
CONTOURS SHOWN ON SITE PLAN AND TOPOGRAPHY SHEETS ARE SHOWN AT ONE-FOOT VERTICAL INTERVALS BASED ON THE DESIGN ELEVATIONS WITHIN THE 5.
CHANNEL BATHYMETRY WAS DEVELOPED FROM HYDROGRAPHIC SURVEY DATA COLLECTED IN AUGUST THROUGH DECEMBER 2008.4.
DECEMBER 2008.
OVERBANK TOPOGRAPHY WAS DEVELOPED FROM CROSS SECTIONS SURVEYED EVERY 100 FT. AND SPOT ELEVATION DATA OBTAINED IN AUGUST THROUGH 3.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), FEET.2.
GRID COORDINATES REFER TO THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 2, NAD 83, US SURVEY FEET.1.
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EACH EROSION REPAIR SITE. SEE THE POINTS OF CONTACT SECTION ON THIS SHEET.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED BY THE LOCAL COUNTY AND/OR MUNICIPALITY FOR WORKING AT 8.
INCURRED FROM REQUIRED REPAIRS (SEE SPEC. NO. 01 35 13 FOR ADDITIONAL INFORMATION ON CALIFORNIA STATE GAGE AT VERONA).
SHOULD EXPECT PERIODIC INUNDATION OF SOME OF THE CONSTRUCTION SITES BY HIGH WATER AND SHALL BE RESPONSIBLE FOR ALL COSTS
INUNDATION OR PERIODS OF HIGH WATER RESULTING FROM RAINFALL OR WATER RELEASES AT ANY TIME DURING THE YEAR. THE CONTRACTOR
SEE SPEC. NO. 01 71 13 FLOODING. THE CONTRACTOR IS HEREBY NOTIFIED THAT PORTIONS OF THE PROJECT SITE ARE SUBJECT TO PERIODIC FLOOD 7.
ALL WORK SHALL BE PERFORMED WITHIN THE LIMIT OF WORK AS INDICATED ON THE DRAWINGS.6.
IN-STREAM WOODY MATERIAL (IWM) SHALL BE PLACED ALONG THE SITE AS SHOWN IN DETAIL 1 ON SHEET C-501.5.
UTILITIES AND IMPROVEMENTS TO PRECONSTRUCTION CONDITIONS.
STORM DRAIN PIPES, BRIDGES, PAVEMENT, ROADS, FENCING, FLOOD CONTROL STRUCTURES, INCLUDING LEVEES AND BANK PROTECTION, AND OTHER
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONTRACTOR TO IRRIGATION INTAKE OR PUMPING FACILITIES, 4.
CONTRACTING OFFICER (SEE SPEC. NO. 01 50 00).
MATERIALS DISPOSED OF BY THE CONTRACTOR. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED BY THE
NO LONGER REQUIRED, AND PRIOR TO THE FLOOD SEASON (NOVEMBER 1 THROUGH APRIL 15) ALL TEMPORARY RAMPS SHALL BE REMOVED AND THE
ACCESS RAMPS MAY BE CONSTRUCTED DOWN THE WATERSIDE FACE OF THE LEVEE WITH IMPORTED EARTH MATERIALS. WHEN TEMPORARY RAMPS ARE
LEVEE SLOPES UNDER THIS CONTRACT SHALL NOT BE CUT IN ORDER TO PROVIDE CONSTRUCTION RAMPS. IF REQUIRED, TEMPORARY CONSTRUCTION 3.
ALL CROSS SECTIONS ARE SHOWN LOOKING DOWNSTREAM.2.
SHALL CALL ALL GOVERNING AGENCIES AND UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-(800)-642.2444.
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. TO FIELD-LOCATE ALL EXISTING UTILITIES, THE CONTRACTOR
STAGING AREAS BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE
DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG THE CONSTRUCTION ACCESS ROUTE AND IN THE
THE LOCATION OF EXISTING UTILITIES HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL 1.
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POWERLINES
OVERHEAD
COUNTY R
OAD 1
PROTECT IN PLACE
EXISTING PUMP INTAKE
FOOTPRINT
PROJECT
P1
P2
P6
P7
GARDEN HIG
HWAY
LE
VEE C
ROWN
W E
S T E
L K
H O
R N B
L V
D
RIV
ER
SACRAMENTO
0 150' 300' 600'450'
SCALE: 1" = 150'
N
2015 AERIAL IMAGE
ALIGNMENT A
G-101
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A
GATE REQUIRING KEY)
(EXIT
ACCESS ROUTE
PIPELINE. LOCATE AND PROTECT IN PLACE.
APPROXIMATE LOCATION OF UNDERGROUND GAS
P3
P4
P9
P5
P8
P10
S1
S2
S3 S4
POINTS S5 TO S8
415'x30'
STAGING AREA
TCE
INTAKE FACILITY)
KEY D.S NEXT TO
GATE REQUIRING
ONTO LEVEE AT
ACCESS AT RAMP
(PULL- THROUGH
ACCESS ROUTE
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GR001
View of the erosion site on the left bank at SAC RM 71.3R
View downstream of wide bench and pump station.
View upstream of riprap repair section downstream of site.
erosion and rotated toward river View of steep eroded/slumped riverbank. Note tree being undermined by shoreline
View upstream of levee crest, waterside levee slope with mature trees, and vegetated bench.
P H
O T
O G
R A
P H
S
PHOTOGRAPHS NOTES
current conditions due to prolonged drought.
validity of the design and that the 2008 survey is still believed to be representative of
In June 2016 a site visit was conducted to observe the site conditions and confirm the 6.
2008 for the original design work.
site, and to formulate preliminary and final designs. Site visits were also conducted in
2011. The purpose of these visits was to assess the site specific characteristics of the
19-September 20, 2011, and additional days during the Summer and Fall months of
Field visits were made to the erosion site by the project design team on September 5.
of the levee.
berm. There is no visual evidence of seepage on the landside slope or on the landside
There is no visual evidence of slope instability or settlement on the levee or waterside 4.
site.
existing stone protection lines river bank immediately upstream and downstream of the
The erosion is within the berm. The erosion site has no existing stone protection, but vertical in places due to undercutting. The berm soil consists of fine sandy material.
including a few which have popped out. The slope of the waterside berm is near of grasses, shrubs, and trees (mainly oak). Several trees have been undermined, The top of the waterside berm narrows to 10 feet wide. The waterside berm consists 3.
toe.
medium grained sand material. County Road 117 is located along the landside levee trees on the non-stone protected waterside levee slope. The levee consists of fine to foot high 2H:1V landside slope. The crown contains a gravel road. There is grass and
The levee crown is 20 feet wide with a 10 foot high 3H:1V waterside slope and a 15 2.
erosion site spans approximately 521 feet and is on the outside of a slight bend.
River, approximately seven miles east of Woodland adjacent to County Road 117. This
The erosion site at SAC RM 71.3R is located on the right bank of the Sacramento 1.
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-5
-5
-5
-5
-5
-5
-5
-5
:1
VARIES
VARIES
VARIE
S
VARIE
S
.5 :1
.5 :1
VA
RI
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:1
:1
:1
V A
R
IE
S
STA: 6+50
END TRANSITION
R E F . L
IN
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S T
A . 1
C O
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O
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TO BE CONSTRUCTED AT LIMITS OF CONSTRUCTION
REVEGETATION SIGN
STA: 9+50
BEGIN TRANSITION
STA: 10+65
END TRANSITION
STA: 5+50
AT EXISTING RIPRAP
BEGIN TRANSITION
R E
F . L
IN
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A . 5
C O
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N D
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IM
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0 30' 60' 120'90'
SCALE: 1" = 30'
N
C-101
UPPER 2.5:1 SLOPE.
SLOPE AND CONTINUED UP TO AND TERMINATED AT THE TOP OF THE
BENCH TOE THE BEAVER BARRIER FENCE SHALL BE TURNED UP
AT THE UPSTREAM AND DOWNSTREAM LIMITS OF THE RIPARIAN 4.
DRAWINGS.
STARTING AT THE GRUBBING LIMIT LINE DELINEATED ON THE
THE GRUBBING LIMIT IS DEFINED AS THE PROJECTED 1H:1V SLOPE 3.
AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
ELEVATIONS FOR SAC RM 71.3R ARE REFERENCED TO THE NORTH 2.
PROTECTION.
AROUND TREES IN ACCORDANCE WITH SPEC. NO. 35 31 19 STONE
QUARRY STONE AND SOIL-FILLED QUARRY STONE TO BE PLACED 1.
NOTES:
LEVEE CROWN
LEVEE CROWN
RIVER
SACRAMENTO
FOR PLACEMENT DETAILS)
INSTALL IN-STREAM WOOD MATERIAL ALONG SMWSE. (SEE SHEET C-501
LIMITS OF CONSTRUCTION
TO BE CONSTRUCTED AT
REVEGETATION SIGN
ALIGNMENT A
GROUND CONTOURS
EXISTING
DESIGN CONTOURS
FOOTPRINT
PROJECT
RIPARIAN BENCH
S
IT
E P
L A
N A
N D T
O P
O G
R A
H
VEG FREE ZONE LIMIT
V
R
IE
S
V A
R
IE
S
C-101
C-101
C-101
C-101
C-101
EL. = 11.2 FT
APPROX. SMWSE
VARIES
C-101
OF THE REPAIR.
SMWSE AND UP TO EL. 24 FT ALONG THE SIDES
CONSTRUCT BEAVER BARRIER FENCE ALONG
C-502
C-501
C-301
C-502
C-501
A
EX. RIPRAP REPAIR
C-502
TCE
EXISTING BANK
GRADUALLY TAPER INTO
EXISTING BANK
GRADUALLY TAPER INTO
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X X
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-5
-5
-5
-5
-5
-5
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-5
0 30' 60' 120'90'
SCALE: 1" = 30'
LEVEE CROWN
C-102
ALIGNMENT A
#662
#659
#643
#642
#636
APPROX. SMWSE
EDGE OF WATER FOR
FOOTPRINT
PROJECT
EXISTING GROUND CONTOURS
#647
#651
T R
E E S
U R
V E
Y D
A T
A
N
ALL TREES SHALL BE PROTECTED IN PLACE.
OFFICER, AS PER SPEC. NO. 35 31 19 STONE PROTECTION AND 01 57 20 ENVIRONMENTAL PROTECTION.
PRIOR TO START OF ROCK PLACEMENT UNLESS OTHERWISE NOTED, OR SPECIFIED BY THE CONTRACTING
TREE AND TREE TAG # REFERS TO INVENTORIED TREES TO BE PRESERVED AND PROTECTED IN PLACE
TREE AND TAG ##25NOTE:
TCE
VEG FREE ZONE LIMIT
L
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X X
X X
X X -X
X -X -X
X X
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X -X -X
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20' TYP.
APPROX. WMWSE EL. = 14.5 FT
0.5 FT SOIL COVER
A C-301C-101
ELEVATIONS SHOWN ABOVE ARE FOR RELATIVE REFERENCE ONLY - SEE TABLE BELOW FOR ACTUAL ELEVATIONS
SAC RM 71.3R REFERENCE CROSS SECTION FOR OFFSET/ELEVATION DATA
R E
F E
R E
N C
E C
R O
S S S
E C
T
IO
N
C-301
C-301 C-502
FENCE
BEAVER BARRIER
LANDSIDE AND WATERSIDE TOE ELEVATION IS 27'-NAVD 88.8.
INSTALL BEAVER BARRIER FENCE ALONG TOE OF RIPARIAN BENCH.7.
NON-EXISTENT AT THE GIVEN REFERENCE LINE STATIONING.
BLANK ENTRY INDICATES THAT THE SPECIFIED "BREAKLINE" FEATURE IS 6.
NO. 35 31 19 STONE PROTECTION WITH MINIMUM THICKNESS OF 3FT
5. ALL ROCK BELOW THE APPROX. SMWSE IS TO BE QUARRY STONE AS PER SPEC.
1.5FT IN AREAS NOT ACTIVELY ERODING.
PER SPEC. NO. 35 31 19 STONE PROTECTION WITH MINIMUM THICKNESS OF 3FT OR
ALL ROCK ABOVE THE APPROX. SMWSE IS TO BE SOIL-FILLED QUARRY STONE AS 4.
0.5FT SOIL COVER ON UPPER BANK AND RIPARIAN BENCH.3.
STONE SURFACES.
ELEVATIONS GIVEN ARE FOR FINISHED SOIL FILLED QUARRY STONE AND QUARRY 2.
CONSTRUCTION REFERENCE LINE UNLESS OTHERWISE NOTED.
ALL CROSS SECTION OFFSETS ARE MEASURED PERPENDICULAR TO THE 1.
NOTES:
(SEE TABLE BELOW)
OFFSETS
APPROX. SMWSE EL. = 11.2 FT
10:1
2:1
2.5 :1
ABCD
-10
-10
A L
IG
N M
E N
T A
BENCH
RIPARIAN
SOIL-FILLED QUARRY STONE
LEVEE CREST
QUARRY STONE
RIVER BED
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A N
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X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
X X
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C-501C-101
C-501
IN
-S
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IA
L D
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IL
S
INTO QUARRY STONE AT THE SMWSE
ANCHOR IWM 1/2 OF TREE LENGTH
SURFACE ELEVATION
SUMMER MEAN WATER
QUARRY STONE
QUARRY STONE
SOIL-FILLED
NTS
NTS
DOWNSTREAM
35 DEGREES
ANGLE TREES 25 -
UPPER SLOPE
20-25 FT
SPACING
IWM GROUP
FLOW
FOR TYPICAL RIPARIAN BENCH
IN-STREAM WOOD PLACEMENT
DETAIL
ANGLE TREES 10 - 20 DEGREES
AND PLACEMENT
IN-STREAM WOOD ANCHORING
SECTION A-A'
SEE SPEC. NO. 35 41 13 IN-STREAM WOOD MATERIAL
ANCHORING)
ALTERNATING GROUPS OF 3 AND 5 TREES. (SEE SECTION A-A' THIS SHEET FOR
BE PLACED AT 5-10 FT SPACING ALONG ELEVATIONS INDICATED ON SHEETS C-301
IN-STREAM WOOD (IWM) 23-35 FT IN LENGTH AND 10"-24" DIAMETER AT BREAST HEIGHT TO
SOIL COVER (0.5' THICKNESS)
BEAVER BARRIER FENCE
N.T.S.
REVEGETATION SIGN
DETAIL
NUT, SHALL BE CUT AND REMOVED AFTER INSTALLATION.
3. ALL EXPOSED BOLT THREADS, EXTENDING BEYOND
WHITE BACKGROUND.
2. SIGN SHALL BE PAINTED WITH BLACK LETTERING ON
1. PAINT SHALL BE ENAMEL BASE, FSTT-E-2784,TYPE III.
NOTES:
CONCRETE FOOTING
FINISHED GRADE
BOLTS WITH NUTS AND WASHERS
0.04' M GALVANIZED
MINIMUM .01' THICK
SHEET METAL SIGN PLATE,
NEW, HOT-DIPPED, GALVANIZED
LETTERING (BLACK)
0.17' HELVETICA BOLD
CLEAR, TYPICAL
MINIMUM .17'
SECTIONELEVATION
BLACK STRIPE
0.04' BORDER
.5
2.50'
2.50'
1.25'1.25'
TOP VIEW
0.10'
0.17'
.2
.2
0.5'
LETTERING (BLACK)
0.08' HELVETICA MEDIUM
CHANNEL SECTION STEEL
0.25' X .12' NEW GALVANIZED
ON-SITE REVEGETATION
IN PROGRESS
(916) 557-7461
DEPARTMENT OF WATER RESOURCES
SEE TABLE)
(INSERT APPROPRIATE AGENCY
USACE
.5
LANDSIDEWATERSIDE
SEE NOTE 2.
QUARRY STONE
N.T.S.
S O
L
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
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P S O
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R S
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X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
X X
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SEE SPEC. NO. 35 41 13 MITIGATION INFRASTRUCTURE
SAC RM 71.3R
RESOURCE AGENCYSITE
C-502C-101
RD 1600
SECTION A-A'
HINGED APRON
1'-0"
HINGED APRON.
PLACE ONE LAYER OF QUARRY STONE ON TOP OF THE
COMPLETE AND BEFORE PLACING SOIL COVER MATERIAL,
AFTER INSTALLATION OF THE BEAVER BARRIER FENCE IS 2.
STONE SURFACE.
PLACE HINGED APRON FLUSH ON TOP OF THE QUARRY 1.
NOTES:
BEAVER BARRIER FENCE
N.T.S.
SEE SPEC. NO. 35 41 13 MITIGATION INFRASTRUCTURE
REBAR BENT OVER AS SHOWN
5.0 FT SECTIONS ON NUMBER 4
SECURE TO REBAR
SOIL COVER
TOP OF
HINGED APRON
UTILITY FENCE
2.5 FT
0.5 FT
2 FT
8 FT
A
A'
INSTALL BEAVER BARRIER FENCE IMMEDIATELY UP THE REPAIR SLOPE FROM THE IWM.2.
BEND BOTTOM OF UTILITY FENCE FABRIC TOWARD LANDSIDE CREATING HINGED APRON. SEE SECTION A-A' THIS SHEET FOR MORE DETAILS.1.
NOTES:
C-502
C-502C-301
S
IG
N A
G E A
N D B
E A
V E
R B
A R
R
IE
R F
E N
C E D
E T
A
IL
REFERENCE TABLE
| 001-50-04-6329-71.3R |
| 002-50-04-6329-71.3R |
| 003-50-04-6329-71.3R |
| 004-50-04-6329-71.3R |
| 005-50-04-6329-71.3R |
| 006-50-04-6329-71.3R |
| 007-50-04-6329-71.3R |
| 008-50-04-6329-71.3R |
| 009-50-04-6329-71.3R |
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