Atch_2_-_Lena_Beach_Drawings.pdf
PDF 14 MB Posted
- Attached to
- Lena Beach Recreation Area Improvements Federal contract opportunity
- Solicitation number
- 12010919R0008
About this file
Project Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 12010919R0008_Lena_Beach_Amendment_2.pdf | ||
| Lena_Beach_Concrete_Wheel_Stop_Drawing.pdf | ||
| Amendment_1_-_Lena_Beach_utilities_as-built_drawings_9-28-18.pdf | ||
| 12010919R0008_Lena_Beach_Amendment_1.pdf | ||
| 12010919R0008_Lena_Beach_Rec_Area_Improvements.pdf | ||
| Atch_1_-_Lena_Beach_Supplemental_Specs.pdf | ||
| Atch_3_-_WageDetermination-AK20190001-Mod09.pdf | ||
| Atch_2_-_Lena_Beach_Drawings.pdf |
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Text version
INDEX TO SHEETS
NO. DESCRIPTION
132°136°138°140°142° 134°
Craig
132°
GULF OF ALASKA
56°
58° Sitka
138°
60°
Yakutat
ALAS
KA
142°
62°
C
AN
AD
A
140°
Skagway
136° 134°
56°
54°
Ketchikan
Wrangell
Petersburg
60°
58°
130° 128°
PROJECT LOCATION
LENA BEACH
RECREATION AREA
RECONSTRUCTION
PROJECT
G-1
G-2
COVER SHEET, INDEX, VICINITY MAP, SIGNATURES
Kake
FOREST ENGINEERING STAFF OFFICER
DISTRICT RANGER
RECOMMENDED
DATE
FOREST RECREATION STAFF OFFICER
APPROVED
FOREST SUPERVISOR
DATE
DATE
DATE
N
RECOMMENDED
L-5
IF-1~15
L-7
G-3
L-2
L-3
L-4
L-1
S-1
BR-1& 2
REGION
L-9
JUNEAU
DIRECTOR OF ENGINEERING
DIRECTOR RECREATION, LANDS, MINERALS
DATE
DATE
L-11
L-12 &13
U-2
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH.G-1of 5R-10 - JUNEAU RANGER DISTRICT
DESIGNED: CJ,HM,DL,BH DATE:4/24/2017
DATE:4/24/2017DRAWN: CJ,HM,DL,DS
REVIEWED:CSW,BH,GS,RD,EO 4/24/2017
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
LENA BEACH RECREATION AREA
RECONSTRUCTION PROJECT5/15/2019
5/15/2019
G,C,L CONST EDITS
C & S CONST EDITS
CJ
RG
KEY TO SITE PLANS
EXISTING CONDITIONS & DEMOLITION PLAN
SHELTER 1 SITE PLAN
INTER-FLUVE PICNIC CRK FISH PASS IMPROVEMENT
LENA COVE ROAD PLAN & PROFILE
PICNIC CREEK BRIDGE PLAN & ELEVATION
AGGREGATE SURFACE PADS DETAILS
REHAB/REVEG PLAN
SIGN PLAN
ELECTRICAL SERVICE, HYDRANT DETAILS
GROUP SHELTER - FOUNDATION / FRAMING PLAN
L-8
STRUCTURAL DETAILS
L-6
S-3
C-1~3
SIGN DETAILS
TYPICAL PAVEMENT SECTION, STRIPING DETAILSC-4
C-5 TYPICAL CULVERT DETAILS
C-6
U-1 METER INSTALLATION DETAILS
HOST CAMPSITE SITE PLAN
SHELTER 2 SITE PLAN
PICNIC 1 SITE PLAN
PICNIC 2 SITE PLAN
SHELTER 4 SITE PLAN
SHELTER 5 SITE PLAN
BOULDER INSTALLATION DETAIL
L-10
S-2
S-4
S-5~7
GROUP SHELTER - ELEVATIONS
SMALL SHELTER - FOUNDATION / FRAMING PLAN
SMALL SHELTER - ELEVATIONS
G-4 POINT TABLE
ELEVATED CROSSWALK DETAILC-7
G-5 KEY TO BID ITEMS
SAFETY BOLLARD DETAIL
PARKING DETAILSC-8
SD 152
SD 161-1
SD 161-2
STANDARD BRIDGE RAIL & APPROACH GUARD
RAIL DETAILS - FOR INFORMATION ONLY
OMITTED
OMITTED
OMITTED
BR-1 OMIT'D
OMITTED
COVER SHEET
OMITTED
PROJECT
AREA
6/3/2019
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
LENA COVE
W
W
WW
315316
POINT TABLE
Point #
Northing
513193.52
513395.08
513624.26
513880.81
514268.34
513197.61
513508.39
513738.83
513264.85
513216.96
513213.16
Easting
464852.27
465134.22
465338.90
465527.45
465682.53
465080.60
465267.63
465409.81
465094.39
465060.46
465057.22
Description
SHELTER 1-CENTER OF WEST CORNER POST
SHELTER 2-CENTER OF NORTH CORNER POST
SHELTER 3-CENTER OF NORTH CORNER POST
SHELTER 4-CENTER OF NORTH CORNER POST
SHELTER 5-CENTER OF NORTH CORNER POST
HOST SITE - CENTER TABLE
PICNIC 1 -CENTER TABLE
PICNIC 2 - CENTER TABLE
HYDRANT 1-CENTER HYDRANT
HYDRANT 2-CENTER HYDRANT
ELECTR 1-CENTER ELECTRICAL SERVICE
SCALE IN FEET
100 0 100 200
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"x17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT POINT TABLE
JUNEAU DISTRICT
H. MORRISON 4/21/17
H. MORRISON 4/21/17
EO, GS 4/21/17
5/5/17 1 TABLE DESCRIPTION L. WILD
G4 5
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
1+
2+00 3+00
4+00
5+00
6+00
7+00
BP: 1+00.00
PC: 1+56.78
PC: 3+75.71
EN
D
B
RI
D G
E
PC
.0
PC: 6+51.89
PT: 2+69.87
PT
.3
PT: 6+40.00
PT: 3+59.87
W
W
W
W
W
W W
W
STATION=2+70.97
OFFSET=27.52L
EL=32.0
STATION=3+22.40
OFFSET=27.31L
EL=31.6
STATION=3+30.60
OFFSET=22.44L
EL=31.7
STATION=4+44.37
OFFSET=16.21L
EL=32.0
STATION=4+92.82
OFFSET=15.74L
EL=31.8 STATION=6+05.90
OFFSET=16.02L
EL=31.4
STATION=7+24.66
OFFSET=27.66L
EL=30.6
W
W
WWWWW
STATION=3+73.56
OFFSET=22.87R
EL=32.8
STATION=3+85.20
OFFSET=36.80R
EL=33.2
STATION=3+15.86
OFFSET=75.63R
EL=35.8
STATION=3+33.78
OFFSET=90.38R
EL=36.0
316317
STATION=2+23.25
OFFSET=16.54L
EL=33.3
STATION=1+81.76
OFFSET=16.16L
EL=34.7
STATION=1+64.68
OFFSET=5.00L
STATION=2+33.63
OFFSET=4.98L
STATION=2+52.04
OFFSET=5.31L
STATION=4+30.47
OFFSET=5.02L
STA:5+01.66
OFF:6.94'L STATION=6+50.97
OFFSET=16.27L
EL=31.2
STA:5+94.05
OFF:4.68'L
STA:6+61.51
OFF:5.17'L
STA:4+69.79
OFF:16.44'L
STA:6+28.28
OFF:16.14'L
STA:2+02.01
OFF:16.07'L
1+00
.3
.3
2+00
.2
.1
3+00
.2
.2
4+00
.0
.0
5+00
.6
.6
6+00
.0
.0
E.O.P. LENA LOOP RD
MATCH EXISTING ELEV.
STA = 1+14.OO
ELEV = 37.745
-3.96%
0.54%
LOW PT STA: 3+22.56
LOW PT ELEV: 32.10
PVI STA: 2+65.55
PVI ELEV: 31.74
K: 33.31
LVC: 150.00
B V C
S
.5
B V C
E:
.7
EV
C
S
.5
EV
C
E:
.1
HIGH PT STA: 4+22.21
HIGH PT ELEV: 32.40
PVI STA: 4+16.90
PVI ELEV: 32.56
K: 125.55
LVC: 125.00
B V C
S
.4
B V C
E:
.2
EV
C
S
.4
EV
C
E:
.2
B R
ID
G E:
EL
.1
B R
ID
G E:
EL
.9
SCALE IN FEET
40 0 40 80
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"x17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT LENA COVE ROAD (FSR 8451) PLAN/PROFILE
JUNEAU DISTRICT
H. MORRISON 4/21/17
H. MORRISON 4/21/17
EO, GS 4/21/17
8/6/19 ELECT CONDUIT STATUS L. WILD
Lena Civil.dwg C1 8
S
TA
M
A
TC
H
LI
N E
S H
EE
T
CONNECT TO EXISTING
8" WATER LINE, FITTINGS
AS REQUIRED
300 L.F. OF 1"
HDPE WATER
LINE, EXISTING
FROST-FREE HYDRANT (2
LOCATIONS) PER DETAIL,
SEE SHEET U2
ELECTRICAL SERVICE PER
AELP DETAIL, SEE SHEET U2
EXISTING120 L.F. ELECTRICAL
CONDUIT. INSTALL SERVICE LINE.
S
TA
M
A
TC
H
LI
N E
S H
EE
T
BRIDGE OVERLAY, SHEET BR-2
STA. 4+59.36
START TRANSITION
TO MATCH WIDTH OF
ASPHALT CONCRETE
SECTION AT BRIDGE
STA. 5+87.57
END TRANSITION
TO 14' WIDE AC
SECTION
B
EG
IN
B
RI
D
G E
S
TA
.0
BACKFLOW PREVENTION
DEVICE AND WATER METER
PER SPECIFICATIONS IN
LOCKABLE ENCLOSURE
ELECTRICAL CONNECTION
PER ALASKA ELECTRIC LIGHT
AND POWER COMPANY
ELEVATED
CROSSWALK PER
SHT C7. CENTER
AT STA 2+44.
BRIDGE, ASPHALT
OVERLAY SEE BR-2
NOTE: SEE SHEET C-8 FOR ANGLED
PARKING LAYOUT.
FIRE HYDRANT
CURB STOP
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35 35
6+00
7+00
8+00
9+00
10+00
11+00
EN
D
B R
ID
G E
PC
.0
PC: 6+51.89
PC: 7+34.16
PC
.7
PC: 10+94.00
PT: 6+40.00
PT: 7+07.77
PT
.5
PT
.7
STATION=4+92.82
OFFSET=15.74L
STATION=6+05.90
OFFSET=16.02L
EL=31.4
STATION=7+24.66
OFFSET=27.66L
EL=30.6
STATION=8+20.74
OFFSET=27.64L
EL=30.3
STATION=8+28.39
OFFSET=22.26L
EL=30.3 STATION=9+16.64
OFFSET=27.80L
EL=30.1
STATION=11+94.16
OFFSET=26.97L
STATION=12+02.02
LOADING ZONE
STA:10+01.51
OFF:5.00'L
STA:5+01.66
OFF:6.94'L
STATION=6+50.97
OFFSET=16.27L
EL=31.2
STA:5+94.05
OFF:4.68'L
STA:6+61.51
OFF:5.17'L
STA:8+96.11
OFF:4.99'L
STA:6+28.28
OFF:16.14'L
2+00
.2
.1
3+00
.2
.2
4+00
.0
.0
5+00
.6
.6
6+00
.0
.0
7+00
.3
E.O.P. LENA LOOP RD
MATCH EXISTING ELEV.
STA = 1+14.OO
ELEV = 37.745
-3.96%
-0.46% 0.54%
LOW PT STA: 3+22.56
LOW PT ELEV: 32.10
PVI STA: 2+65.55
PVI ELEV: 31.74
K: 33.31
LVC: 150.00
B V C S
.5
B V C E:
.7
EV
C S
.5
EV
C E:
.1
HIGH PT STA: 4+22.21
HIGH PT ELEV: 32.40
PVI STA: 4+16.90
PVI ELEV: 32.56
K: 125.55
LVC: 125.00
B V C S
.4
B V C E:
.2
EV
C S
.4
EV
C E:
.2
B R
ID
G E:
EL
.1
B R
ID
G E:
EL
.9
SCALE IN FEET
40 0 40 80
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"x17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT LENA COVE ROAD (FSR 8451) PLAN/PROFILE
JUNEAU DISTRICT
H. MORRISON 4/21/17
H. MORRISON 4/21/17
EO, GS 4/21/17 Lena Civil.dwg C2 8
S
TA
M A
TC
H
LI
N E
S H
EE
T
S
TA
M A
TC
H
LI
N E
S H
EE
T
S
TA
M A
TC
H
LI
N E
S H
EE
T
ELEVATED CROSSWALK, SEE DETAIL
SHEET C7, TYP.
CENTER ON STATION 6+86.
S
TA
M
AT
C H
LI
N E
S H
EE
T
NOTE: SEE SHEET C-8 FOR ANGLED
PARKING LAYOUT.
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10+00
11+00
12+00
13+00
14+00
15+00
15+83
EP
: 1
5+
.4
PC: 10+94.00
PC
: 1
.1
PC: 14+16.32
PT: 1
.9
PT: 14+16.25
PT
: 1
5+
.1
STATION=11+94.16
OFFSET=26.97L
EL=30.3
STATION=12+02.02
OFFSET=20.36L
EL=30.5
STATION=13+40.88
OFFSET=28.02L
EL=34.9
STATION=13+59.67
OFFSET=22.51L
EL=35.8
STATION=13+51.19
OFFSET=27.61L
EL=35.2
LOADING ZONE
STA:10+01.51
OFF:5.00'L
11+00
.2
.2
12+00
.2
.2
13+00
.9
.9
14+00
.8
.8
15+00
.1
.1
16+00
E.O.P. EXISTING GLACIER HWY
MATCH EXISTING ELEVATION
STA = 15+32
ELEV = 47.27
0.07%
8.22%
LOW PT STA: 11+98.65
LOW PT ELEV: 30.88
PVI STA: 12+98.65
PVI ELEV: 30.95
K: 25.54
LVC: 200.00
B V C
S
.6
B V C
E:
.8
EV
C
S
.6
EV
C E:
.1
HIGH PT STA: 15+31.18
HIGH PT ELEV: 47.27
PVI STA: 14+91.18
PVI ELEV: 46.78
K: 11.44
LVC: 80.00
B V C
S
.1
B V C
E:
.4
EV
C
S
.1
EV
C E:
.2
SCALE IN FEET
40 0 40 80
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"x17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT LENA COVE ROAD (FSR 8451) PLAN/PROFILE
JUNEAU DISTRICT
H. MORRISON 4/21/17
H. MORRISON 4/21/17
EO, GS 4/21/17 Lena Civil.dwg C3 8
S
TA
M A
TC
H
LI
N E
S H
EE
T
ELEVATED CROSSWALK
PER SHEET C7. CENTER
ON STA 11+10
S
TA
M A
TC
H
LI
N E
S H
EE
T
NOTE: SEE SHEET C-8 FOR ANGLED
PARKING LAYOUT.
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TYPICAL PAVEMENT SECTION
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:08/2004
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT TYPICAL PAVEMENT SECTION, STRIPING DETAILS
JUNEAU DISTRICT
H. MORRISON 4/21/17
HM, LW 4/21/17
RD, EO, GS, RG 4/21/17 Lena Civil Details.dwg C4 8
10'-0"
CL
1'-0" 1'-0"
2% 2% 1.5
2" ASPHALT CONCRETE
EXISTING GRAVEL ROAD , CLEANED, GRADED, COMPACTED
EXISTING COMPACTED SUBBASE
1. CLEAN GRAVEL ROAD SURFACE IN PREPARATION FOR PAVING.
SHAPE ROAD BED AS REQUIRED FOR PAVING OF SITE. ROAD
SHOULDER TO BE BLENDED INTO THE EXISTING ROAD BED
WHERE APPLICABLE.
2. SEE ROAD PROFILE DRAWINGS FOR FINISH GRADE ELEVATIONS.
NOTES
NOT TO SCALE
NOT TO SCALE
VARIES
R = 10' MIN.
4" BLUE PAINT STRIPES AT
ACCESSIBLE SPACES
10' TYPICAL, 11' AT
ACCESSIBLE SPACES
2'-6"
5'
2'
FINISH ELEVATION AS
SPECIFIED ON PLAN
SHEETS
4" WHITE PAINT
STRIPES , TYP.
WHEEL STOP
EQ
EQ
3'-0"
SIGN
NOT TO SCALE
2'
12'-0"
21'-9"
4" WHITE
PAINT
STRIPES
30°
SLOPE TOWARDS
BEACH FOR ENTIRE
LENGTH OF ROAD
AutoCAD SHX Text A
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%%USTRIPING DETAIL
%%ULOADING ZONE STRIPING DETAIL
ROAD CL
30"
WEARING SURFACE: ASPHALT
CEMENT OVERLAY. CROSS
SLOPE AT 2%, TO DRAIN
TOWARDS BEACH
14'-0" MIN
16'-0" MAX
CONCRETE PANEL, TYP.
30"
SCALE IN FEET
2 0 2 4
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT PICNIC CREEK BRIDGE SECTION
JUNEAU RANGER DISTRICT
DJL 4/21/17
LPW 4/21/17
RD, GS, EO 4/21/17 ACAD.DWG
BR-2 2
SCALE:
BR-2
BRIDGE TYPICAL SECTION
3/8" = 1'-0"
WEARING SURFACE NOTES:
1. MINIMUM THICKNESS ON DOWNSTREAM SIDE OF
BRIDGE: 2 INCHES.
2. ASPHALT CEMENT OVERLAY IS REQUIRED FOR THE
BRIDGE, INDEPENDENT OF ROAD PAVING OPTION
ITEM.
3. IF ROAD PAVING OPTION ITEM IS NOT AWARDED,
PROVIDE SLOPED TRANSITION OF 2% OR LESS FROM
AGGREGATE APPROACH ON EACH END OF BRIDGE TO
BRIDGE WEARING SURFACE. TRANSITIONS ARE TO
PROVIDE A FIRM AND STABLE SURFACE AND
INSTALLED SO AS TO PREVENT VERTICAL CHANGE IN
GRADE GREATER THAN 0.5 INCH HIGH FROM
FORMING.
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US DEPARTMENT OF AGRICULTURE SH. of __FOREST SERVICE - R10 - JUNEAU DISTRICT
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT GROUP SHELTER - FOUNDATION/FRAMING PLAN HM 12-2016
HM 12-2016
Lena Structural.dwg S1 7
FRAMING PLAN
Scale: 3/16" = 1'
3' -1
'-2
3' -1
RIDGE
8' 8'
23'-4"
3'-8" 3'-778"
R1 -1
R1 -1
R1 -1
R1 -1
R1 -1
R1 -1
R1 -1
R3 -1
(B
EL
OW
R3 -1
(B
EL
OW
R3 -1
(B
EL
OW
R4-1R4-1
R4-1R4-1
R2-1 R2-1
POST, TYP.
CONTROL JOINT, TYP.
22'-4"2'-8"
16'
5-1/2" CONC. SLAB W/ 6x6-W2.9x2.9
W.W.F. OVER MIN. 6" COMPACTED
CRUSHED AGGREGATE
FOUNDATION PLAN
Scale: 3/16" = 1'
1%
36" SQ. FOOTING W/
(4)-#4 EA. WAY, TYP.
8' 8'
5' -4
'-9
2'
2'2'-11"2'
BEAM SCHEDULE
R1-1 8" x 10" SITKA SPRUCE #2 (ALT. AYC #2) R2-1 10" x 10" SITKA SPRUCE #2 (ALT. AYC #2) R3-1 8-3/4" x 15" GLB DF 24F-V4 R4-1 10" x 10" SITKA SPRUCE #2 (ALT. AYC #2)
MATERIAL NOTES
1. LUMBER SHALL BE SITKA SPRUCE No. 2 OR BETTER, ROUGH SAWN, WATER
SEALED. ALTERNATE LUMBER SHALL BE ALASKA YELLOW CEDAR No. 2 OR
BETTER AS APPROVED BY THE COR.
2. METAL ROOF SHALL BE AS DESCRIBED IN THE SPECIFICATIONS.
3. ALL BOLTS, NAILS, AND OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED.
4. STEEL CONNECTOR PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH THE
SPECIFICATIONS.
17'-4"
'-8
5'
-4
CMU WALL
ROOF LINE
TYP.
TYP.
TYP.
TYP.
TYP.
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S5
US DEPARTMENT OF AGRICULTURE SH. of __FOREST SERVICE - R10 - JUNEAU DISTRICT
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT GROUP SHELTER - ELEVATIONSHM 12-2016
HM 12-2016
Lena Structural.dwg S2 7
7' -6
2'-8" 24'
CMU Wall
23'-4"
3'-3"
8'-0" 8'-0"
30'-2"
MATERIAL NOTES
1. SEE NOTES ON SHEET S1
DESIGN NOTES
GROUND SNOW LOAD = 70 PSF
WIND SPEED = 133 MPH, EXPOSURE C
SEISMIC DESIGN CATEGORY = D
SEISMIC SPECTRAL RESPONSE ACCELERATION SDS=0.585G, SD1=0.447G
FROST DEPTH = 32 INCHES
Standing seam metal roof over 30# felt underlayment over
16" roof sheathing, over 2x6 roof decking
2"x8" Fascia
Crushed Aggregate bedding and backfill
Concrete Pad per detail (Sheet A2). Slope 2% to drain.
Sloped concrete transition, typ.Subbase Material
Compacted natural soil or embankment material
Metal Ridge Cap
Compact Crushed Aggregate per specifications
Extend concrete pad 6" beyond roof line as shown on foundation plan
Chimney pipe penetration per manufacturer's specifications
Extend concrete pad 6" beyond roof line as shown on foundation plan
32' 6"
TYP.
TYP.
TYP.
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S6
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT SMALL SHELTER -FOUNDATION/FRAMING PLANHM 12-2016
HM 12-2016
Lena Structural.dwg S3 7
FRAMING PLAN
Scale: 3/16" = 1'
POST, TYP.
25'-10"
CONTROL JOINT, TYP.
17'-4" 4'-3"4'-3" 16'
21'-10"
5-1/2" CONC. SLAB W/ 6x6-W2.9x2.9
W.W.F. OVER MIN. 6" COMPACTED
CRUSHED AGGREGATE
FOUNDATION PLAN Scale: 3/16" = 1'
36" SQ. FOOTING W/
(4)-#4 EA. WAY, TYP.
16'
8' 8'
RI
DG
E
2'-5"
20'-10"
'-1
0"
2' -5
2'-5"
2' -5
R4 -1
R1-1
R1-1
R1-1
R1-1
R1-1
R4 -1
R4 -1
R4 -1 R2
-1 R2
-1
R3-1 (BELOW)
R3-1 (BELOW)
R3-1 (BELOW)
R1-1
R1-1
1%
BEAM SCHEDULE
R1-1 6" x 8" SITKA SPRUCE #2 (ALT. AYC #2) R2-1 10" x 10" SITKA SPRUCE #2 (ALT. AYC #2) R3-1 8-3/4" x 10-1/2" GLB DF 24F-V4 R4-1 10" x 10" SITKA SPRUCE #2 (ALT. AYC #2)
MATERIAL NOTES
1. SEE NOTES ON SHEET S1
7'
-27 8"
0'
-05 8"
'-41 4"
8'
128'
AT SHELTERS WITH SEATING
WALL, SLAB TO END AT
THICKENED SLAB EDGE AS PER
DETAIL SHEET S5, OTHERWISE,
EXTEND SLAB AS SHOWN
TYP.
TYP.
TYP.
TYP.
TYP.
CMU WALL
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S5
US DEPARTMENT OF AGRICULTURE SH. of __FOREST SERVICE - R10 - JUNEAU DISTRICT
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT SMALL SHELTER - SECTION / ELEVATIONHM 12-2016
HM 12-2016
Lena Structural.dwg S4 7
AP
PR
OX
. 1
3' -6
7' -6
2'-0"
20'-10"
20'-10"
2' 8'-0"
16'-0"
8'-0"
CMU wall
DESIGN NOTES
GROUND SNOW LOAD = 70 PSF
WIND SPEED = 133 MPH, EXPOSURE C
SEISMIC DESIGN CATEGORY = D
SEISMIC SPECTRAL RESPONSE ACCELERATION SDS=0.585G, SD1=0.447G
FROST DEPTH = 32 INCHES
2"x8" Fascia
Crushed Aggregate bedding and backfill
Concrete Pad per detail (Sheet A2). Slope 2% to drain.
Sloped concrete transition, all sidesSubbase Material
Compacted natural soil or embankment material
Metal Ridge Cap
Compact Crushed Aggregate per specifications
Extend concrete pad 6" beyond roof line, typ. all sides except at retaining wall
MATERIAL NOTES
1. SEE NOTES ON SHEET S1
Sloped concrete transition, all sides
32'
TYP.
TYP.
TYP.
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S6
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT STRUCTURAL DETAILSHM 12-2016
HM 12-2016
Lena Structural.dwg S5 7
CONTROL JOINT. SAW CUT SLAB 1-1/2"
DEPTH WITHIN 12 HOURS OF PLACEMENT.
CLEAN AND FILL WITH POLYURETHANE
JOINT SEALER.
CONCRETE SLAB AND BASE AS PER
FOUNDATION PLAN. CUT EVERY
OTHER WIRE OF W.W.F. AT CONTROL
JOINT.
SLOPED CONCRETE TRANSITION
CRUSHED AGGREGATE
2'-0" 5' (min)
8.33%
CONTROL JOINT
SLOPED TRANSITION
CONCRETE SLAB AND BASE
AS PER FOUNDATION PLAN
CUT CAPSTONE FLUSH
WITH CMU WALL BEHIND
HEAT SHIELD
CMU WALL PER PLAN AND
SPECIFICATIONS
D-LOG SCREEN
STOVE PER
SPECIFICATIONS
28 GAUGE SHEET METAL HEAT
SHIELD FASTENED SECURELY TO
WALL WITH 1" CERAMIC SPACERS
TO PROVIDE 1" AIR SPACE
4x6 AYC No. 2
AT 4'-0" O.C.
SIMPSON STRONG TIE CPT46Z
POST BASE OR APPROVED
EQUAL
WIND SCREEN WALL
2" LAG SCREW
TO RAFTER
THICKENED SLAB EDGE
12" THICKENED EDGE WITH (2)-#4
REBAR x CONTINUOUS AT BOTTOM
PROTECTION WALL
CMU WALL WITH #4 VERTICAL REBAR AT
CORNERS AND 48" O.C. FULLY GROUT FIRST
COURSE AND ALL CELLS CONTAINING REBAR CONCRETE STEMWALL WITH #4 VERTICAL
REBAR AT 18" O.C. AND (3) #4 x
CONTINUOUS HORIZONTAL
CONCRETE SLAB AND BASE AS PER
FOUNDATION PLAN.
" T
YP
#4 REBAR DOWEL AT 36" O.C. EMBED 24"
MIN. INTO SLAB AND 18" MIN. INTO STEM
WALL
3- 1/
2"
4" PERFORATED DRAIN PIPE AT RETAINING
WALL AREAS
DRAIN ROCK, MIN. 6" DEPTH AROUND PIPE
8"
2"
2 5
GEOSYNTHETIC FABRIC AROUND DRAIN ROCK
#4 REBAR DOWELS TO MATCH VERTICAL
WALL REBAR
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DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT STRUCTURAL DETAILS HM 12-2016
HM 12-2016
Lena Structural.dwg S6 7
COLUMN SECTION A-A
BASE PLATE
COLUMN / FOOTING DETAIL
WOOD POST WRAP B
A
AA
BB
AutoCAD SHX Text
#9 GAUGE HORIZONTAL JOINT REINFORCEMENT AT FIRST AND THIRD COURSE, TYP.
AutoCAD SHX Text 1/4"
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AutoCAD SHX Text
TYP.
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FINISH GRADE
AutoCAD SHX Text 3'' x 3'' x 0.375'' STIFFENER PLATE, TYP.
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TYP.
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1-1/2" DRY PACK HIGH STRENGTH, NON-SHRINK GROUT
AutoCAD SHX Text
TYP.
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(4)-#5 VERT. REBAR DOWELS, TYP.
AutoCAD SHX Text
WOOD WRAP ON COLUMN PER DETAIL
AutoCAD SHX Text
RUNNING BOND SPLIT-FACE CMU WALL
AutoCAD SHX Text 2x YELLOW CEDAR
AutoCAD SHX Text
TS COLUMN
AutoCAD SHX Text
CONTROL JOINT EACH SIDE OF COLUMN, TYP.
AutoCAD SHX Text
RUNNING BOND FACE SHELL PILASTER TO MATCH WALL, TYP.
AutoCAD SHX Text
FOOTING, COLUMN, & BASE PLATE
AutoCAD SHX Text 6"x6"x0.375" T.S. COL. ON BASE PLATE 1.25" X 13" X 13" w/ (4) 1-1/16" DIA. HOLES FOR 3/4" DIA. ALL-THREAD EMB. INTO FTG. 8" W/ NUT & WASHER COATED WITH CORROSION RESISTANT MATERIAL
AutoCAD SHX Text 18"x18"x2" CMU CAP, SLOPE " TO OUTSIDE 14" TO OUTSIDE OF WALL
AutoCAD SHX Text
1. PLACE FIRST COURSE OF CMU IN PLACE FIRST COURSE OF CMU IN FULL BED OF MORTAR 2. FULLY GROUT FIRST CMU COURSE FULLY GROUT FIRST CMU COURSE 3. FULLY GROUT PILASTER FULL FULLY GROUT PILASTER FULL HEIGHT OF WALL
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text CUT CMU CAP TO PROVIDE 12" GAP AROUND STEEL COLUMN AND FILL WITH ELASTOMERIC CAULK
AutoCAD SHX Text
CMU PILASTER BLOCK
AutoCAD SHX Text
BASE PLATE PER DETAIL BELOW
AutoCAD SHX Text 10" LONG x 6" HEIGHT AT MIDDLE x 0.375" THICK STIFFENER PLATE
AutoCAD SHX Text
12" EXPANSION MATERIAL AROUND COLUMN, TYP.
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DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
REGION 10
ENGINEERING & RECREATION
DATE:
DATE:
DATE:
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT STRUCTURAL DETAILSHM 12-2016
HM 12-2016
Lena Structural.dwg S7 7
RAFTER / RIDGE CONNECTION
BEAM / COLUMN CONNECTION
BEAM SADDLE
RAFTER / BEAM CONNECTION
TYP.
AutoCAD SHX Text
ROOFING PER PLAN
AutoCAD SHX Text
ROOF DECKING PER PLAN
AutoCAD SHX Text NAIL ROOF DECKING TO BLKG w/ 16d AT 6" O.C.
AutoCAD SHX Text
OVERHANG AND FASCIA PER PLAN
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
ROOF SHEATHING, DECKING AND RAFTERS AS PER FRAMING PLAN
AutoCAD SHX Text EDGE NAIL DECKING TO CONT. SOLID 2x BLKG. ABOVE BEAM
AutoCAD SHX Text 2x BLOCKING TOE NAILED TO BEAM w/ 16d AT 10" O.C.
AutoCAD SHX Text RAFTER PER PLAN w/ (3)-16d TOE NAILS TO BEAM
AutoCAD SHX Text
(1) SIMPSON STRONG-TIE A35 CLIP (OR APPROVED EQUAL) EA. BLOCK ADDITIONALLY, (2) SIMPSON A34 FRAMING ANGLES ON ONE SIDE. (1) A34 ON OPPOSITE SIDE, FOR TOTAL OF (3) PER RAFTER
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text SIMPSON STRONG-TIE MSTC40 STRAP TIE (OR APPROVED EQUAL) OVER RIDGE NAILED TO TOP OF RAFTERS, TYP.
AutoCAD SHX Text
COLUMN PER FOUNDATION DETAIL
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
ROOF SHEATHING, DECKING AND RAFTERS AS PER FRAMING PLAN
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 3'' x 3'' x 0.375'' GUSSET PLATE, TYP.
AutoCAD SHX Text
PLATE 1.25" X 12" X 12"
AutoCAD SHX Text
%%USIDE
AutoCAD SHX Text
SEE BEAM SADDLE DETAIL BELOW
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text (1)-7/8" x 16"GALVANIZED LAG SCREWS EACH RAFTER
AutoCAD SHX Text
%%UFRONT
AutoCAD SHX Text
ROOF SHEATHING PER PLAN
AutoCAD SHX Text (4)- " GALV. 34" GALV.MACHINE BOLTS w/ STANDARD WASHER AND NUT
AutoCAD SHX Text (4)- " GALV. MACHINE BOLTS 34" GALV. MACHINE BOLTSw/ STD WASHER AND NUT
AutoCAD SHX Text
38" PLATE, TYP.
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TYP.
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S7
ADA COMPLIANT, SELF-CLOSING,
AUTOMATIC DRAINING, FREEZELESS,
LEVER-HANDLE HYDRANT (WOODFORD
MODEL S4H OR APPROVED EQUAL).
INSTALL IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
8"x8"x12" CONCRETE
BLOCK SUPPORT. CENTER
BLOCK BELOW LOWER-MOST
PORTION OF ELBOW FITTING.
2'-0" SQUARE PLAIN CONCRETE SLAB.
6" THICK. IF PAVEMENT OPTION ITEM
NOT AWARDED, TOP OF SLAB TO
TRANSITION TO TOP OF FINISHED
AGGREGATE.
EXISTING
GRADE
FITTINGS AS REQUIRED
PIPE SIZE AND TYPE AS
CALLED OUT ON DRAWINGS
2 CUBIC FEET
OF DRAIN ROCK
2'-6" TO 3'-0"
5'-0" MIN.
FROST-FREE HYDRANT
NOT TO SCALE
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:08/2004
LENA BEACH RECREATION AREA RECONSTRUCTION PROJECT ELECTRICAL SERVICE, HYDRANT DETAILS
JUNEAU DISTRICT
5/5/17 1 ELECTRICAL SERVICE L. WILD
Lena Civil Details.dwg U2 2
ELECTRICAL SERVICE
AC PAVEMENT
PER PLAN.
SIGN #16, SEE DETAIL
5 SHEET L-13
BACKFLOW PREVENTION DEVICE
MEETING PERFORMANCE AND
CONSTRUCTION STANDARDS OF
ASSE STANDARD 1052, WITH
INTEGRAL THREADS FOR
CONNECTING A HOSE.BASE
AGGREGATE
1'-0"
1.5
DESIGNED: H. MORRISON DATE: 4/21/17
DRAWN: H. MORRISON DATE: 4/21/17
REVIEWED: EO, GS DATE: 4/21/17
11"
2%
DESIGNED: J. PATTERSON DATE: 5/4/17
DRAWN: L. WILD DATE: 5/4/17
REVIEWED: J. PATTERSON DATE: 5/5/17
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| Lena Civil and struct REG |
| Sheets and Views |
| Lena Civil REG-C1 |
| Lena Civil REG-C2 |
| Lena Civil REG-C3 |
| Lena Civil REG-G4 |
| Lena Structural_REG-GrpShltr_Fnd S1 |
| Lena Structural_REG-GrpShltr_SecElev S2 |
| Lena Structural_REG-SmallShltr_Fnd S3 |
| Lena Structural_REG-SmallShltr_SecElev S4 |
| Lena Structural_REG-DETAILS S5 |
| Lena Structural_REG-DETAILS S6 |
| Lena Structural_REG-DETAILS S7 |
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| G01_LenaBeach2019_CoverIndex_05102019_cj |
| G02_LenaBeach2019_ExistCondDemo_05102019_cj |
| G03_LenaBeach2019_KeySitePlans_05102019_cj |
| Lena Civil REG-G4 |
| Sheets and Views |
| G4 |
| G05_LenaBeach2019_KeyToBidItems_05102019_cj |
| L01_LenaBeach2019_Shelter1_05102019_cj |
| L02_LenaBeach2019_Host_05102019_cj |
| L04_LenaBeach2019_Picnic1_05102019_cj |
| L05_LenaBeach2019_Picnic2_05102019_cj |
| L06_LenaBeach2019_Shelter4_05102019_cj |
| L07_LenaBeach2019_Shelter5_05102019_cj |
| L08_LenaBeach2019_BoulderInstall_05102019_cj |
| L09_LenaBeach2019_ASPadDetails_05102019_cj |
| L11_LenaBeach2019_SignPlan_05102019_cj |
| L12_LenaBeach2019_SignDetails_05102019_cj |
| L13_LenaBeach2019_SignDetails_05102019_cj |
| C_U_Sheets_Lena_lw05102019_REG05102019 |
| Sheets and Views |
| C_U_Sheets_Lena_lw05102019_REG05102019-TYP PAVEMENT SECTION C4 |
| C_U_Sheets_Lena_lw05102019_REG05102019-U DETAILS U2 |
| LenaBridge_REG-BR 2.pdf |
| Sheets and Views |
| BR SECTION |
File details come from the government source that posted it.