Plans_2_of_2__WA_PRA_MORA14(6).pdf
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- DTFH70-13-B-00014
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Preliminary Plans 2 of 2
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60 50 40 30 20 10 0 10 20 30
NOTE:
N
PLAN
PROFILE
culvert
Existing
Edge of pavement
Edge of pavement
LC
m in
STA 55+58
G.7
STATE PROJECT
NUMBER
SHEET
WA
PRA MORA 14(6)
m o r a e a .d g n
U
S S u r ft
D
C h e c k e d b y
D e s ig n e d b y
1.5
Place salvaged stone
Place salvaged stone
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
Existing ground
Proposed 11' dia. CMP
Concrete headwall
OHW
OHW
8' material under pipe
18" of pipe bedding
6.
5.
4.
3.
2.
1.
box culvert, remove
Existing 3 ft X 6 ft
See Sheet G.8 for details veneer facing.stone
Concrete headwall with
Existing streambed material, throughout the culvert
Place conserved streambed
72' see Sheet G.9 for details veneer facing, stone
Concrete headwall with on guidebanks/aprons.
Place 4-inches of salvaged topsoil on all exposed riprap, except construct simulated stream channel to match.
Contractor to field verify existing stream channel elevations and beyond ends of culvert, then place culvert bedding material.
type III-A geotextile extending 2-feet beyond sides and 3-feet
Subexcavate a minimum of 18-inches below base of culvert, place
Countersink the culvert 4-feet, below existing stream elevation.
Construct simulated stream channel in full length of culvert.
use as streambed material.
Conserve suitable material encountered in the excavation for
Extend 60' west of culvert
3' thick layer of class 4 riprap guidebanksClass 4 riprap
CMP culvert
Proposed 11' Ø roadway
Center of
Extend 30 feet east of culvert
3 feet thick layer of Class 4 riprap.
see Sheet K.8 for details
Utility trench Type D, CULVERT REPLACEMENT
NEW TAHOMA CREEK
P
RELIM
IN
ARY
Not For
Con str uc tio n
G.8
STATE PROJECT
m o r a e c .d g n
U
S S u r
D e c k e d b y s ig n e d b m o r a e c .d g n
U
S S u r
D e c k e d b s ig n e d b y
NPS PMIS. No. 082112 NPS Drwg. No. 105/100683
HEADWALL DETAILS
TAHOMA CREEK
9" 3"3"
12 - #4 (Varies) @ 12" O.C. E.F. 2'-6"
8'-0"8'-0"
Inlet El. 4927.59
V a ri e s
12 - #4 @ 12" O.C. E.F.3'-2"V a r ie s
(typ. other side)
3 - #4 @ 9" O.C. O.F.1
2'-0"
(typ. other side)
4 - #6 @ 6" O.C. F.F.1
3'-2"
A ty p o th e r s id e
O .C
E .F
#4 (16'-0") E.F.
A
6" depth
Bedding material, Inlet footing El. 4912.59 FT
Outlet footing El. 4911.46 FT
̀Pipe
@ 1'-6" spacing
" dia. anchor bolt4
#4 (16'-0") E.F.
2'-6"
6'-0"
#6
Fill face
SECTION A-A
12"
6" depth
Bedding material, typ.
6" typ.
6"
El. 4912.59 FT
Inlet footing
El. 4911.46 FT
Outlet footing
#4 #5#4
#4
#4 continuous shear key
2" x 4" face Other
̀Anchor bolt culvert
132" pipe
Pipe
ABBREVIATIONS:
F.F. = Fill side face
O.F. = Other face
E.F. = Each face
B.F. = Bottom face
T.F. =Top face
(min.)
12"
(max. in place)
"2
(ASTM 307)
ANCHOR BOLT DETAIL
3/4" dia.
Washers
Hex nuts
132" pipe culvert
HEADWALL ELEVATION, TYP.
1.
NOTE:
Stone veneer details not shown, see Sheet G.8.
Outlet El. 4926.46
IN
ARY
Not For
Con str uc
17.25
16.75
16.25
15.75
15.25
14.75
14.50
14.00
13.50
13.00
12.50
12.25
11.75
11.25
10.75
10.25
10.00
9.50
9.00
8.50
8.00
7.75
7.25
54.50
53.00
51.00
49.50
47.50
46.00
44.00
42.50
40.50
39.00
37.00
35.50
33.50
32.00
30.00
28.25
26.00
24.25
22.00
20.25
18.00
16.25
14.00
12.81
12.20
11.44
10.86
10.14
9.60
8.92
8.41
7.78
7.30
6.71
6.26
5.71
5.30
4.79
4.36
3.84
3.46
2.99
2.64
2.23
1.93
1.57
17.25
16.75
16.25
15.75
15.25
14.75
14.50
14.00
13.50
13.00
12.50
12.25
11.75
11.25
10.75
10.25
10.00
9.50
9.00
8.50
8.00
7.75
7.25
35.50
34.25
33.00
31.75
30.50
29.25
28.00
26.75
25.50
24.25
23.00
21.75
20.50
19.25
18.00
16.75
15.50
14.25
13.00
11.75
10.50
9.25
8.00
9.39
8.83
8.28
7.76
7.25
6.75
6.28
5.82
5.38
4.95
4.54
4.15
3.77
3.41
3.07
2.75
2.44
2.14
1.87
1.61
1.37
1.14
0.93
36.75
35.50
34.25
32.75
31.50
30.25
29.00
27.75
26.50
25.00
23.75
22.50
21.25
20.00
18.75
17.25
16.00
14.75
13.50
12.25
10.75
9.50
8.25
9.72
9.15
8.60
7.99
7.48
6.98
6.50
6.04
5.59
5.10
4.69
4.29
3.91
3.55
3.21
2.82
2.51
2.22
1.94
1.68
1.39
1.17
0.96
56.75
54.75
52.75
51.00
49.00
47.50
45.50
43.50
42.00
40.00
38.50
36.50
34.50
33.00
31.00
29.25
26.75
25.00
22.75
20.50
18.75
16.50
14.75
13.38
12.59
11.83
11.17
10.44
9.90
9.22
8.56
8.07
7.46
7.00
6.42
5.87
5.46
4.95
4.52
3.95
3.56
3.09
2.66
2.33
1.95
1.66
63.00
60.75
58.75
56.75
54.75
53.00
51.00
49.00
46.75
44.75
42.75
40.50
38.50
36.50
34.75
32.50
30.00
27.75
25.50
23.00
20.75
18.25
16.00
14.82
13.93
13.16
12.41
11.68
11.05
10.36
9.69
8.98
8.35
7.75
7.11
6.55
6.02
5.56
5.01
4.43
3.94
3.47
2.99
2.57
2.15
1.79
41.00
39.50
38.00
36.75
35.25
33.75
32.25
31.00
29.50
28.00
26.50
25.00
23.75
22.25
20.75
19.25
18.00
16.50
15.00
13.50
12.00
10.75
9.25
10.84
10.17
9.53
8.99
8.38
7.79
7.23
6.75
6.22
5.72
5.23
4.76
4.38
3.95
3.54
3.15
2.83
2.48
2.15
1.85
1.56
1.33
1.08
50.25
48.50
46.75
45.00
43.25
41.25
39.50
37.75
36.00
34.25
32.50
30.75
29.00
27.25
25.50
23.75
22.00
20.25
18.50
16.50
14.75
13.00
11.25
13.29
12.50
11.74
11.00
10.29
9.52
8.85
8.21
7.59
6.99
6.42
5.86
5.34
4.83
4.35
3.90
3.46
3.05
2.66
2.25
1.92
1.60
1.31
76.75
74.75
72.00
69.75
67.00
64.75
62.25
60.00
57.25
55.00
52.25
50.00
47.50
44.75
42.50
39.50
36.75
33.75
31.25
28.25
25.50
22.50
20.00
18.00
17.19
16.13
15.28
14.29
13.48
12.63
11.87
10.99
10.28
9.47
8.81
8.11
7.38
6.79
6.07
5.43
4.78
4.26
3.67
3.17
2.65
2.25
601-2
CONCRETE HEADWALLS
SLOPE PAVING FOR
= 5" (1:2.5 Slope)
= 4" (1:2 Slope)
= 3" (1:1.5 Slope)
FEET
FEET CUYD LB
12" min.
" max.2
12"
" dia.8
8"
8"
INCH
D
FEET CUYD LB FEET CUYD LB FEET CUYD LB
INCH
D
FEET
FEET CUYD LB FEET CUYD LB FEET CUYD LB FEET CUYD LB
culvert.
change in quantities for each additional pipe shown on Standard 601-1 and the incremental by adding a length equal to dimension "B" as quantities shown for double pipe installation culverts, increase the dimension "L" and all
For installations with more than two pipe
A153.
ASTM A307. Galvanize according to ASTM around pipe perimeter. Hook bolts conform to
Set hook bolts on nominal 18" centers otherwise noted.
Clearance for reinforcing steel is 2" unless surfaces with a Class 1 ordinary finish.
" and finish all exposed 4 3exposed edges
Concrete conforms to Section 601. Chamfer all
6"7"
6" x 6" - W7 x W7
Welded wire fabric
STANDARD NO SCALE
U.S. CUSTOMARY STANDARD
NUMBER
SHEET
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
WA PRA MORA 14(6)
STATE
G.9
PROJECT
s t6
.d g n
U
S C u s to m a r y
STANDARD APPROVED FOR USE 6/2005
REVISED:
Hex nuts joints at intervals not to exceed 16 feet
" min. contraction4 1" x 18
3Place
NPS PMIS No. 82112 NPS Drwg. No. 105/100683
SECTION C-C
ISOMETRIC VIEW
SECTION A-A
SECTION B-B
TYPICAL HALF PLAN
DOUBLE PIPE CULVERT
SINGLE PIPE CULVERT
B
BC
C A A
Sl op e
Y
Pipe
SLOPE PAVING FOR DOUBLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
NOTE:
SLOPE PAVING FOR SINGLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
LC
LC
LC
HOOK BOLT DETAIL
8.
7.
6.
5.
4.
3.
2.
1.
approved.
angle, and slope bevel in the field have been
Do not order materials until the length, skew the tables on this standard.
Final quantities will be determined by using for a 1V:2.5H slope multiply by 1.49.
values for that particular skew by 1.24, and quantities for a 1V:2H slope multiply the compute dimension "S" and slope paving computed for a 1V:1.5H sideslope. To and the quantities for slope paving are
For the skew angle shown, the dimension "S" square headwalls by secant of the skew angle.
quantities and dimensions "A", "B" & "L" for
For skews other than those shown, multiply Culvert
S
L CONC. STEEL L CONC. STEEL L CONC. STEEL L CONC. STEEL
S
L CONC. STEEL L CONC. STEEL L CONC. STEEL L CONC. STEEL
L S
S
L
D
Pipe
L
Pipe trowel. No steel through joint
Construction Joint - Finish w/steel
Washers
See Hook Bolt Details
Y
Roadway
Skew angle
Symetrical about
IN
ARY
Not For
Con str uc
DOVETAIL SLOT & ANCHOR DETAILS
STRAP ANCHOR TYPE C
BULGE DETAIL
WORKLINE AND MASONRY
TYPE A
DOVETAIL ANCHOR
TYPE B
DOVETAIL ANCHOR
SLOT
DOVETAIL
TYPE B
STRAP ANCHOR
MASONRY KERF DETAIL
1.
Foam core be approved by the CO)
Stay-in-place shims shall
(Shims may be required.
Center anchor in joint.
Working line for masonry
1"
"8
"2
(typ.)
"2
0 min. to 1" max.
Stone masonry "bulge" =
1"
1"
"8
(typ.)
"2
"8
(typ.)
10"
NOTE:
"8 kerf for anchor bends
" ± thick 4 1Predrill
"2
G.10
STATE PROJECT
m o r a e c
.d g n
U
S S u r
D e c k e d b y s ig n e d b y
NPS PMIS. No. 082112 NPS Drwg. No. 105/100683
DETAILS
STONE VENEER
where face stones extend to the top surface of the capstone.
The Type C strap anchors are required in the vertical joints each Class B masonry capstone at a 9-inch maximum spacing.
joint. The type B strap anchors are required in the bed beneath intersection of the vertical dovetail slots and each horizontal anchors are required between all capstones and at the
The locations of the dovetail are as follows: The type A dovetail
IN
ARY
Not For
Con str uc
N
LC
LC
Sale in feet
5 10 155 2.5 0
LC
50 40 30 20 10 0 10 20 30 40 50 60
Road
Road
BOX CULVERT
LONGMIRE
Culvert reinforced concrete box culvert
Install 6' span by 4' rise
Culvert invertCulvert crown
Existing road surface
32" CMP culvert
Remove existing
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
NOTE:
5.
4.
3.
2.
1.
construct simulated stream channel to match.
Contractor to field verify existing stream channel elevations and beyond ends of culvert, then place culvert bedding material.
type III-A geotextile extending 2-feet beyond sides and 3-feet
Subexcavate a minimum of 18-inches below base of culvert, place
Countersink the culvert 12-inches below existing stream elevation.
Construct simulated stream channel in full length of culvert.
use as streambed material.
Conserve suitable material encountered in the excavation for material, throughout the culvert
Place conserved streambed material under pipe
18" of pipe bedding
STA 334+52
Existing streambed
Edge of pavement
58'
G.11
STATE PROJECT
m o r a e g .d g n
U
S S u r ft e c k e d b s ig n e d b y see Sheet K.8 for details
Utility trench Type D, Class 4 riprap apron
Class 4 riprap apron
Existing streambed
7'-6"
IN
ARY
Not For
Con str uc
I.1
STATE PROJECT
m o r a c v .d g n
U
S I n t2
D e c k e d b y s ig n e d b y
MSE GEOGRID WALL W/ASHLAR GUARDWALL
NO SCALE
backfill, all courses
Select granular
Edge of pavement
Ashlar guardwall
Interpreted Base
Rock contact Base Rock contact
Boring NQ 09-20
Toe
Existing ground
6" Perforated collector pipe
Temporary excavation line
6" Solid outlet pipe
CL
CL_SG
20LEMCP_SG
1020REMCP_SG
Geocomposite sheet drain
Select borrow
Masonry guardwall
(by others)
Geogrid reinforcement
Welded wire form, typ.
See Sheet I.2 for details
21+44 to 22+08
MSE WALL DETAIL
E n d M
S E w a ll
B e g in M
S E w a ll
Existing aggregate surfacing
Existing edge of pavement
Existing Ashlar guardwall concrete block barrier
Existing temporary
MSE WALL
LOOP ROAD
RICKSECKER POINT
Existing edge of pavement
Suitable backfill
2.5'
NPS PMIS Pkg. No. 082112 NPS Drwg. No. 105/100683
.5
.5
IN
ARY
Not For
Con str uc
18"
WELDED WIRE FORM
FORMING DETAIL
(ALL LIFTS)
GEOGRID DETAIL
WIRE FORM TYPICAL LAYOUT
TYPICAL SECTION
P a r a ll e l to r o a d w a
FOOTNOTE:
4 x 4 - W4.7 x W4.7
96"
PLAN
PROFILE
Geogrid
Reinforcement length L ty p
18"
Butt geogrid, no overlap
8'-0" (typ.)
min.
40"
I.2
STATE PROJECT
m o r a r f.
d g n
U
S I n t2 e c k e d b
S lm o n T e m s ig n e d b y
DETAILS
MSE WALL (GEOGRID)
.8 (a p p ro x
.7 (a p p ro x
NOTE:
1.
no. 4 wire
Support strut,4 x 4 - W4.7 x W4.7
Welded wire form
Longitudinal wires
Transverse wires Top of form galvanized ring type fasteners
Alternately, butt forms and use adjoining wire form for support.
Place edge of wire form inside
(min.)
16" center-to-center
Support struts spaced reinforcement
Geogrid
16"
Granular backfill 8"
NPS PMIS No. 082112 NPS Drwg. No. 105/100683 requirements.
Field cut transverse wires to meet welded wire form layout drain pipe, 2% min. slope
6" dia. Solid outlet pipe according to Section 605
Cut geotextile and penetrate
Earthwork Geotextile Type I-A
6" dia. Perforated pipe connect outlet and collector pipes
Provide applicable fittings to
" mesh openings.8 1" x8
1screen, Cover outlet end of solid outlet drain pipe with galvanized wire
Stagger form joints
UNDERDRAIN SYSTEM
6-INCH PERFORATED PIPE
IN
ARY
Not For
Con str uc
IN
ARY
Not For
Con str uc
66’-6"
Begin Bridge End Bridge
L
TAHOMA CREEK BRIDGE
PLAN AND ELEVATION
Remove and replace expansion joint
SCOPE OF WORK
PLAN
ELEVATION
ItemItem No.
ESTIMATE
Quantity Unit Notes
55210-0000
55221-0000
Seal concrete surface SQYD
LPSM
55901-2000
SQYD
55207-0000 LPSM
B
20303-1600 22 SQYD
Clean and seal concrete surface concrete surface
Clean and seal
Repair and paint bridge railing
Clean and seal concrete surface (typ.)
ESTIMATE NOTES
(6)
N
Removal of pavement, asphalt
56301-2000 LPSM
Membrane waterproofing, type 2
(1)(2)
(1)(5)
(1)(3)
(5)(7) expansion joint
Remove and replace
Repair leak along bridge C longitudinal joint.L
(4)
P h a s e I I
P h a s e I work note #5).
spalled concrete (see scope of
Epoxy inject cracks and patch
All req’d
All req’d
All req’d
C Rdwy.
NO SCALE
J.2
Clean and seal stone masonry surface (typ.)
stone masonry surface.
repoint mortar joints and seal Clean, replace missing stones, (estimated quantity = 132 LNFT).
(7) Includes cost of removal, paint, repair and reset bridge rail expansion joint system (estimated quantity = 66 LNFT).
(6) Includes cost of removal, furnishing and installing an asphaltic plug missing stones and repointing mortar joints at southwest wingwall.
walls, sidewalk, curb and deck overhang. Includes cost of replacing
(5) Includes cost of repairing and sealing concrete surfaces at abutment cracks using epoxy injection and repair spalled concrete.
pavement. Includes cost of all work and materials needed for sealing furnishing of all materials and labor to repair the deck under removed
(4) Includes cost of removal, of unsound and deteriorated concrete,
(3) Includes cost of furnishing and installing waterproofing membrane.
(2) Includes cost of sawcutting and removing asphalt pavement.
(1) Contract quantity.
developing cracks.
5. Repair spalled concrete on girders #1 and #6 and epoxy inject
4. Repair, clean and paint existing bridge rails.
and stone masonry.
3. Repair, clean and seal sidewalk, curb, deck overhang, abutment seats
2. Repair leak along bridge deck longitudinal joint.
1. Remove and replace expansion joints with an asphaltic plug joint system.
Repair concrete, Tahoma Creek Bridge
Expansion joint repair, Tahoma Creek Bridge
Tahoma Creek Bridge
Painting steel structure, bridge railing, NISQUALLY TO PARADISE ROAD PHASE I
SAMIR SIDHOM RYAN WEHNER
NO.
PROJECT
WESTERN FEDERAL LANDS HIGHWAY DIVISION
MOUNT RAINIER NATIONAL PARK
DRAWING NO.
RG2893 -
DATEBRIDGE DRAWINGPROJECT TEAM LEADER
SCALE
CHECKED BYDRAWN BY
DESIGNED BYREVISIONSBYDATENO.
REVISIONS
BY
DATE
N
F
H
B r id g
W F
L M o u n t
R a in e r R
G C
A il e s D
G N
F il e s r g
T h o m a
C r e e k
B r id g e .d g n
WA
SAMIR SIDHOM
GREG MAY
JAMAL ELKAISSI
of 5
MAY 2013
IN
ARY
Not For
Con str uc
2’-9" 13’-0" 13’-0" 4’-3"
33’-0"
TYPICAL SECTION
TAHOMA CREEK BRIDGE
TYPICAL SECTION
Curb
Sealer
Silicon Joint
Low - Modulus
No Scale joint material
Preformed expansion
AT CURB AND SIDEWALK
EXPANSION JOINT DETAIL
C
Membrane waterproofing, type 2
Clean and seal concrete surface concrete surface
Clean and seal 1’-6"1’-6" add flexible pavement, full depth, type 3
Install membrane waterproofing, type 2
Remove asphalt pavement.
concrete surface
Clean and seal concrete surface
Clean and seal joint
Longitudinal clean and paint
Repair damage, clean and paint
Repair damage, "4
PAINTING BRIDGE RAILING NOTES:
3. Paint rails
2. Repair and/or replace damaged parts of the rail.
1. Remove all paint to clean metal shine.
EXPANSION JOINT REPAIR NOTES:
LONGITUDINAL JOINT LEAK REPAIR NOTES:
5. Pave with flexible pavement full depth.
4. Install waterproofing membrane, type 2 on the deck 3’ wide segment.
material as directed by the CO.
reinforcement if exposed and patch with an approved patching
3. Remove unsound and deteriorated concrete, sandblast deck
2. Remove asphalt pavement to bare deck.
sides of the longitudinal joint along the centerline of the bridge.
1. Saw cut full depth asphalt pavement, a distance of 1’-6" from both
NO SCALE
J.3
No Scale
No Scale joint material
Preformed expansion
Asphalt plug material
Sealed Expansion Gap
Bridge Plate
See Detail A
ASPHALT PLUG JOINT
Asphalt overlay
Bridge deck
10"10"
"2
Silicon Joint
Low - Modulus
DETAIL "A"
Endwall
Endwall
Edge of
Bridge deck recommended by the manufacturer.
3. Construct asphaltic plug joint as shown on the plans and as
2. Install backer rod and fill joint with low - modulus silicone sealer.
dimension. Remove unsound concrete.
joints. Limit of removal as shown on the plans as a minimum
1. Saw cut and remove asphalt pavement at both sides of the expansion
(power)
RGC conduit
Existing 4" phone cable
Existing shielded
See K sheets for details.
New conduit bank.
N
F id
L M o u n t
R a in e r R
G C
A e s D
G N
F il e s r g
T h o m a
C r e e k
B r id g e .d g n
WA
SAMIR SIDHOM
GREG MAY
JAMAL ELKAISSI
of 5
IN
ARY
Not For
Con str uc
17’-0"
56’-0"
17’-0"
Length of Bridge = 90’-0"
C Rdwy.
Bridge Cord
L
Begin Bridge End Bridge
PLAN
ELEVATION
PLAN AND ELEVATION
KAUTZ CREEK BRIDGE
D
ItemItem No.
ESTIMATE NOTES
Quantity Unit Notes
56301-2000 LPSM
(1)
(3)
SCOPE OF WORK
Clean and paint bridge rail
C Bent 1L
C Bent 2L
61102-2900 6-inch waterline, galvanized steel 3 LNFT
ESTIMATE
(1)(4)
BENT 1 BENT 2
to top of concrete deck (typ.)
" Performed joint filler thru curb 4
All req’d
3. Extend and paint deck drain pipe.
2. Clean and paint existing bridge rails.
using silicone sealant.
1. Clean and seal construction joints at curbs & sidewalks
NO SCALE
J.4
55221-0000 All req’d LPSM (2)
55210-0000 Seal concrete surface 179 SQYD for extending and painting drainage pipe.
(4) Including cost of furnishing and installing all necessary materials quantity = 180 LNFT).
(3) Includes cost of removal, paint and resetting bridge rail (estimated materials for expansion joint repair (estimated quantity = 76 LNFT).
(2) Includes cost of removal, furnishing and installing all necessary
(1) Contract quantity.
Expansion joint repair, Kautz Creek Bridge
Kautz Creek Bridge
Painting steel structure, bridge railing, N
F id
L M o u n t
R a in e r R
G C
A e s D
G N
F il e s r g k a u tz .d g n
WA
SAMIR SIDHOM
GREG MAY
JAMAL ELKAISSI
of 5
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4’-3"26’-0"2’-9"
C Rdwy.L
TYPICAL SECTION
TYPICAL SECTION
KAUTZ CREEK BRIDGE
E bridge rail (typ)
Clean and paint
Curb
Silicon Joint
Low - Modulus joint material
Preformed expansion
Clean and seal concrete surface
No Scale
"4 concrete surface
Clean and seal concrete surface
Clean and seal
Clean and seal concrete surface
"4 below bottom of girder
SEAL CONCRETE SURFACE NOTES:
EXPANSION JOINT REPAIR NOTES
on the plans.
4. Apply an approved concrete sealer on concrete surfaces as shown
3. Patch concrete with an approved patching material.
2. Remove all unsound concrete.
1. Power wash concrete surfaces to remove mold, stains, and debris.
AT CURB AND SIDEWALK
EXPANSION JOINT DETAIL
3. Apply silicone joint sealer to the curb and sidewalk Joints.
silicone joint sealer.
2. Install backer rod in the joint and seal with an approved low modulus of 2" minimum.
" asphalt joint filler, clean existing joint to a depth 4
11. Remove existing
NO SCALE
J.5
Existing 4" RGC conduit (power)
Existing asphalt overlay phone cable
Existing sheilded see K sheets for details
New conduit bank
N
F id
L M o u n t
R a in e r R
G C
A e s D
G N
F il e s r g k a u tz .d g n
WA
SAMIR SIDHOM
GREG MAY
JAMAL ELKAISSI
of 5
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0+00 to 110+00
UTILITY PLAN
NISQUALLY TO PARADISE ROAD
powered
Loadbreak vault, 54+80 Install vault, powered
61+70 Install Splice powered
62+40 Install Splice, vault, unpowered
82+60 Install Loadbreak vault, powered
40+70 Install Loadbreak
Sheet K.10 for details attach conduit, see
Tahoma Creek Bridge, K.2
STATE PROJECT
A
M
A u g u s t
U
S S u r
D c m y fi le s p w p r o d u c ti o n d m s m o r a fu
.d
C h e c k e d b y
D e s ig n e d b y connect to new power
Existing electrical vault, 25+80 transclosure #3, remove
Existing electrical
44+50 transclosure #5, connect
Existing electical
97+00and communcations vault, powered
97+00 Install Loadbreak vault
N
N
EV ET
LV SV LV LV
remove existing electrical conduit
Tahoma Creek Bridge, SV
ET
CV
ET
EV
ET
SV
LV
CV
LEGEND
W E S T S
ID
E R
O A D
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
BEGIN PROJECT
0+00
PHASE I - SCHEDULES A & B
NISQUALLY TO PARADISE ROAD
WA PRA MORA 14(6)
Type C Trench
Type C trench
Existing electrical vault, no work
New communications vault
New loadbreak vault
New splice vault
Existing transclosure
Existing vault
New conduit only
New conduit with power cable
Bridge attachment, sheet K.9 for details
Type A trenchType A trench
Type A trenchType A trench
Type A trench transclosure #4, connect
65+00 Existing electrical
Type A trench
Type A trench
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NPS PMIS No. 082112 NPS Drwg. No. 105/100683
110+00 to 230+00
UTILITY PLAN
NISQUALLY TO PARADISE ROAD
SV LV SV LV
SV SV SV
EV
LV
CV
K.3
STATE PROJECT
u g u s t
U
S S u r
D c m y fi le s p w p r o d u c ti o n d m s m o r a fa
.d
C h e c k e d b y
D e s ig n e d b y
EV
powered
112+00 Install Splice vault, powered
140+00 Install Splice vault, powered
206+50 Install Splice vault, transclosure #6, remove
Existing electrical
135+50 connect to new power line
Existing electrical vault, 187+00 electrical vault
Existing transclosure #7, remove
Existing electrical
163+00
Trench Type B
Attach conduit to Kautz Creek
Bridge, see Sheet K.10 for details
178+00 Install
Splice vault, powered
Kautz Creek Bridge, remove existing electrical conduit
187+00 Install communications vault vault, powered
160+20 Install Loadbreak
179+50 Install
Splice vault, powered
EV
ET
SV
LV
CV
LEGEND
New communications vault
New loadbreak vault
New splice vault
Existing transclosure
Existing vault
New conduit only
New conduit with power cable
Bridge attachment, sheet K.9 for details
Type A trench transclosure #8, remove
Existing electrical
197+50
Type A trench Type A trench
Type A trench
Type A trenchType A trenchType A trench
Type A trench
Type A trench vault, powered
218+20 Install Loadbreak transclosure #9, remove
Existing electrical
212+00
5 1
0 2
Install Loadbreak vault, powered
125+70
IN
ARY
Not For
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EV
ET
SV
LV
CV
LEGEND
New communications vault
New loadbreak vault
New splice vault
Existing transclosure
Existing vault
New conduit only
New conduit with power cable
Type A trenchType A trenchType A trench
Type C trench
Type A trench Type A trench
Type A trench
Type B trench
Type A trench Type A trench
0 3
0 3
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
230+00 to 330+00
UTILITY PLAN
NISQUALLY TO PARADISE ROAD
transclosure #10
Existing electrical
K.4
STATE PROJECT
u g u s t
U
S S u r
D c m y fi le s p w p r o d u c ti o n d m s m o r a fu
.d
C h e c k e d b y
D e s ig n e d b y
SV LV SV SV
SV ETLV
LV
CV
LV
CV
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
LONGMIRE COMPLEX
SUSPEND PROJECT
346+00
WA PRA MORA 14(6)
ET
vault, powered
290+00 Install Splice
(powered) and communications vault
275+50 Install Loadbreak vault vault, powered
251+00 Install Loadbreak vault, unpowered
232+00 Install Splice
Loadbreak vault, powered
320+00 Install connect to new power line transclosure #11, Existing electrical
N
N
Trench Type C transclosure #12, remove
Existing electrical transclosure #13, remove
Existing electrical
Loadbreak vault, powered
332+50 Install
Splice vault, powered
304+50 Install connect to new power line electrical transclosure #14, Existing electrical and communications vault
(unpowered) vault and electrical vault
346+00 Install Loadbreak
Splice vault, powered
260+00 Install
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K.5
STATE PROJECT
m o r a e fv .d g n
U
S S u r ft
D e c k e d b y s ig n e d b y
DETAILS
UTILITY VAULT
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
LOADBREAK VAULT LID
ring and lock (typ.)
Recessed lifting m in ty p
BB
6'-10"
C C
5'-0"
(SHOWN WITH LOADBREAK LID)
ELECTRICAL VAULT
SECTION B-B
2" Ø drain hole
6" Ø sump with knockout
Ground rod
(4 required)
1 @ each corner
Galvanized pulling iron rack (typ.)
Hardware mounting
8 each wall
8" Ø knockout (typ.)
Existing ground m in m a x surface
Top of paved
3'-0"
3'-0"
SECTION C-C
SECTION A-A
SPLICE VAULT LID
cover and ductile iron locking
38 1/2" ø Cast iron ring
6"
6'-10"
AA
System identification
5/8" Ø Threaded insert (typ.)
Diamond pattern
Diamond pattern
System identification
Ground stud 1-2" Ø
Lift hole (typ.), 12" 12"
30"
PLAN VIEW
4.
3.
2.
1.
Concrete collar and the actual arrangement.
to the approved manufacturer's shop drawings for all dimensions shown. Each manufacturer's Cable Vault assembly will vary. Refer
This drawing depicts a typical Vault assembly. Reinforcing not
Final vault location to be approved by CO.
Place concrete collar around manhole rim.
-inch below final top of pavement.2 1Set vault so that top of cover is
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NO SCALE
K.6
STATE PROJECT
m o r a u u .d g n
U
S I n t2
D ia n M in o e c k e d b y r ty M a r ti n z s ig n e d b y
PLAN
PLAN
DETAILS
ELECTRICAL VAULT
(3) Separable splice with overall jacket
EPR insulationwith overall jacket
EPR insulation insulated protective cap with bracket, ground lead and with insulated standoff bushing
Loadbreak elbow and junction, END VIEW
ELECTRICAL LOADBREAK VAULT
ELECTRICAL SPLICE VAULT
(GOVERNMENT FURNISHED)
TELEPHONE VAULT
SECTION
"2 145'-10""2
1 each side, 2 sides
" Ø Lift hole,2
Galvanized "C" channel 6"
6"
2 each end, 2 ends 6" x 8" Knockout, NOTE:
3.
2.
1.
2" PVC conduit (4)2" PVC conduit (4)
" ground rod with clamps4 3 " ground rod with clamps4 electrical vault
Precast concrete electrical vault
Precast concrete temporary 20:1 pavement taper until final pavement is placed.
-inch below final pavement elevation. Provide 2 1Set elevation to
Top of vault to match existing slope.
All vault locations are to be approved by the CO prior to excavating.
2" Conduit (4) 2" Conduit (4)
IN
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Existing ground
5'
5' Existing ground
5'
K.7
STATE PROJECT
m o r a u a .d g n
U
S I n t2
D ia n M in e c k e d b y r ty M a r ti n s ig n e d b y
3' LC
LC
LC
LC
Finish grade
Reconstructed roadwayFinish grade
Finish grade
Existing ground
SUBGRADE REINFORCEMENT UTILITY SECTION
TYPICAL MAINLINE UTILITY SECTION
SUBEXCAVATION AREA UTILITY SECTION
DEEP PATCH SECTION UTILITY SECTION
TYPICAL SECTIONS
ROADWAY UTILITY TRENCH
6' Lap (typ) ty p
2 LAYER DEEP PATCH UTILITY SECTION
Utility trench
Utility trench
Utility trench
Utility trench
5'
LC
Finish grade
Utility trench
IN
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K.8
STATE PROJECT
m o r a u t.
d g n
U
S I n t2
D ia n M in e c k e d b y r ty M a r ti n s ig n e d b y
DETAILS
UTILITY TRENCH
24"
6" min.
Saw cut
Existing finished grade
Saw cut
Backfill material
Undisturbed native material
Power marker tape
Bedding material
2" PVC conduit (6)
Existing pavement concrete 5" compacted depth
Minor hot asphalt marker tape Telecom
3"
6" min.
24"
6" min.
Saw cut
Existing finished grade
Saw cut
Bedding material
Existing pavement concrete 5" compacted depth
Minor hot asphalt
6"
6" min.
UTILITY TRENCH TYPE A
UTILITY TRENCH TYPE C
UTILITY TRENCH TYPE D
4" compacted depth
Aggregate base, 4" compacted depth
Aggregate base, 6"
Direct burial cable
Undisturbed native material
Power marker tape
2" PVC conduit (6) m in
Existing pavement
2" min.
Existing finished grade marker tape Telecom concrete 5" compacted depth
Minor hot asphalt
Bedding material
Bedding material
Aggregate base, 4" compacted depth
Sawcut
2" min.
36"
12"
Bedding material
2" PVC conduit (6) marker tape Telecom
UTILITY TRENCH TYPE B
4" compacted depth
Aggregate base, compacted depth concrete 5"
Minor hot asphalt native material
Undisturbed native material
Undisturbed material Backfill material
Backfill backfill
Lean conrete
FOOTNOTE:
2 Use Type C utility trench when making temporary power runs.
be met, use Type D utility trench.
When a minimum 36" burial depth for power conduit cannot
NOTE:
top 6" and use as the final lift during backfilling.
When trenching is in a non paved location, conserve the
CO approval is required for All trench locations and types.
Saw cut pavement at all trench locations.
3.
2.
1.
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K.9
STATE PROJECT
m o r a u x .d g n
U
S S u r ft
D e c k e d b y s ig n e d b y
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
NO SCALE
Bridge deck
"8 53"8
1'-1" all thread rod and nuts
" Stainless steel4
" in overall length4 3AB's 4
" embedment.8
" Stainless steel bolt,4
" FRD square4 12 x 2 x rod coupler
Stainless steel
" long4 3" x 2"-wide FRP flat. 242
" long.8 71" Outer dia. round, 2
CONDUIT DETAIL
TAHOMA CREEK BRIDGE
CONDUIT DETAIL
KAUTZ CREEK BRIDGE
DETAILS
ATTACHMENT
CONDUIT BRIDGE
2" RGC (4)
2" LFMC (4)2" RGC (4)
Conduit Hanger Bracket abutment
Existing stone masonry penetration
Stone masonry conduit
2" RGC (4)
2" LFMC (4)
2" RGC (4)
Conduit Hanger Bracket
Transition couplings couplings Transition
3.
2.
1.
DETAIL
BRIDGE HANGER BRACKET
FOOTNOTE:
RGC conduit with grout.
At masonry abutment conduit penetration, fill voids around the flexible metalic conduit (LFMC).
to transistion from 2-inch RGC conduit to 2-inch liquid-tight
Contractor to provide all necessary conduit couplings and fittings
10-feet past wingwalls before transitioning to PVC conduit.
bridge wingwall. Continue RGC run of conduit a minimum of
At Kautz Creek Bridge, install four 2-inch RGC conduits under past abutment before transitioning to PVC conduit.
RGC conduits. Continue RGC run of conduit a minimum of 10-feet no larger than 12-inch in diameter to accomodate the four 2-inch
At Tahoma Creek Bridge, cut hole thru stone masonry abutments hangers supporting conduit at a 12-feet maximum uniform spacing.
Mount hangars as close to inside bridge beam as possible. Install
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SECTION C-C
SCHEMATIC OF VEHICLE LOOP DETECTORS
SECTIONS
SAW CUT LAYOUT
SECTION B-B SECTION A-A
Splice box
Roadway centerline
Lead-in wire cut
Unused saw cuts
Bronze bushing
Weather tight connection
Tee at low point
1'' PVC drain (threaded)
2'' PVC conduit to counter cabinet
6'' concrete encased
Edge of pavement
Bronze bushing
1'' PVC drain (threaded) granular backfill
Place 2 Cu. ft.
3'' granular backfill
Place 2 Cu. ft.
6'-0''6'-0''
'' 16 5 '' 16
5 '' 16
B
B
A
A
A
A
(typ.)
travel lane
Center of lead wires
1'' Galvanized conduit for
DETAILS
VEHICLE SENSOR
NPS PMIS No. 082112 NPS Drwg. No. 105/100683
NOTE:
3.
2.
1.
SPLICE BOX
Provide 20-feet of additional cable.
contain no splices. After exiting conduit at entry station office, Conductors running from splice box to entry station shall be conduit using sweep elbow. Bury conduit mininum 24-inch depth.
Run cable enclosed in pvc conduit to entry station office. Daylight
Install vehicle loop detectors prior to placing final pavement.
Loop wires (typ.)
material (typ.)
Hold down
Sealer (typ.)
full depth at turn points such that slot is
Provide diagonal cuts with weather tight cover
12'' x 12'' x 12'' Cast Iron box
K.10
STATE PROJECT
u g u s t
U
S C u s to m a r y B o r d c m y fi le s p w p r o d u c ti o n d m s
M O
R A
U S l.
d
C h e c k e d b y
D e s ig n e d b y
Edge of pavement or rear of curb (typ.)
IN
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L.9 m o r a n s .d g n
U
S S u r e c k e d b s ig n e d b y
2014 WORK SCHEDULE
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L.10 m o r a n s .d g n
U
S S u r e c k e d b s ig n e d b y
2015 WORK SCHEDULE
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File details come from the government source that posted it. Updated .