Drawings_Part_3_2018_06-01.pdf
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- Attached to
- INRC - Phase III
- Solicitation number
- 12034318R0017
About this file
This notice provides details for a construction contract opportunity for Phase III of the Interagency Natural Resource Center project in Coeur d'Alene, Idaho. The U.S. Forest Service anticipates awarding a contract between $5 million and $10 million to support office space for 173 employees from the Forest Service, Fish & Wildlife Service, and Bureau of Land Management. The 29,000 square foot main office portion is expected to be posted for bids on June 5, 2018, with responses due 30 days later. Phase III will complete construction of the multi-phased Interagency Natural Resource Center to house interagency staff in a new facility.
13 - J-3 Drawings Part 3
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SIDEWALK POINT TABLE
POINT NUMBER
RAW DESCRIPTION
TBC
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
SW
SW
SW
SW
TBC
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
SW
SW
PC
PT
PC
PT
SW
SW
SW
PC
PT
PC
PRC
PT
PC
PCC
PRC
PCC
SW
PC
PT
NORTHING
20523.35
20490.40
20487.27
20472.10
20470.20
20465.39
20462.15
20454.43
20451.30
20447.57
20443.66
20415.75
20413.16
20385.25
20351.55
20405.51
20284.36
20282.99
20274.62
20270.60
20240.91
20239.57
20245.86
20249.87
20251.67
20253.04
20249.80
20264.53
20267.41
20271.40
20275.84
20278.96
20075.73
20196.66
20201.15
20230.33
20234.35
20240.65
20239.93
20239.21
20255.70
20262.87
20246.59
20231.69
20240.11
20256.94
20252.93
EASTING
40749.22
40739.62
40740.00
40748.78
40751.38
40773.33
40776.41
40777.73
40776.94
40774.05
40773.48
40784.39
40789.68
40846.66
40915.45
40991.02
40931.72
40927.71
40923.59
40924.98
40910.50
40906.87
40894.04
40892.66
40893.54
40897.55
40904.17
40911.39
40905.48
40904.09
40906.20
40914.60
40829.58
40888.78
40890.98
40905.27
40903.90
40891.02
40887.44
40883.86
40850.19
40823.49
40798.31
40783.23
40739.82
40885.40
40886.77
SIDEWALK POINT TABLE
POINT NUMBER
RAW DESCRIPTION
PC
PT
PC
PRC
PCC
PT
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
PRC
PRC
PCC
PRC
PCC
PRC
PT
PC
PRC
SW
SW
PRC
PRC
PT
PC
PT
PC
PCC
PCC
PCC
PT
PC
PT
NORTHING
20251.16
20249.79
20263.73
20271.89
20280.21
20293.82
20277.75
20271.46
20266.38
20244.57
20251.53
20274.82
20278.19
20279.70
20285.02
20295.70
20300.46
20306.71
20308.66
20307.71
20304.88
20298.64
20273.47
20273.77
20285.52
20291.82
20307.67
20312.65
20329.58
20344.63
20355.93
20363.09
20363.99
20373.61
20377.81
20382.50
20378.59
20370.85
20373.08
20356.32
20356.00
20353.16
20342.37
20332.13
20328.16
20317.85
20306.85
20309.27
EASTING
40885.90
40881.89
40853.42
40818.80
40797.31
40794.67
40787.48
40793.27
40794.90
40782.41
40762.39
40767.79
40772.91
40782.03
40751.79
40750.16
40747.41
40739.97
40734.51
40722.06
40716.87
40711.13
40680.41
40673.03
40673.03
40681.26
40702.51
40710.90
40715.90
40716.57
40722.80
40721.39
40719.94
40690.98
40671.78
40673.52
40691.40
40718.01
40724.82
40737.14
40733.98
40730.31
40722.13
40721.42
40723.44
40737.48
40764.05
40770.45
W
W
W
W
O
TRAILHEAD PARKING AREA POINT TABLE
POINT NUMBER
RAW DESCRIPTION
SIDEWALK
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
SIDEWALK
NORTHING
20540.31
20539.25
20536.73
20538.10
20550.67
20552.05
20523.02
20519.00
20506.43
20502.42
20501.10
20497.08
20480.92
20479.54
20516.82
20517.96
EASTING
40922.90
40924.60
40929.76
40933.77
40939.93
40943.95
41003.22
41004.59
40998.43
40999.81
41002.50
41003.88
40995.96
40991.94
40915.85
40911.95
SCALE
20 10 0 40
IN FEET
20 BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC OFFICE BUILDING
- PHASE 3
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2018
engineers surveyors planners scientists
Morrison
Maierle
06.01.18CO
NS
TR
UC
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ON
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EN
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1" = 50'
13 COORDINATE LAYOUT PLAN
C1.6
P
R
O
F
E
S
S
I
O
N
AL
E
G
I
N
E
E
R
R
E
G
I
S T E
R
E
D
S
T
A
T
O F
I
D
A
H
O
D
E
B
O
R
A
H
J
O
H
N
S
T
O
N
COORDINATE LAYOUT PLAN
5/1 6/2
8 6
:11 P
M
TBM
CRH
DAJ
ABBREVIATIONS
SW SIDEWALK
TBC TOP BACK OF CURB
PC POINT OF CURVATURE
PT POINT OF TANGENCY
PCC POINT OF COMPOUND CURVATURE
PRC POINT OF REVERSE CURVATURE
INRC OFFICE BUILDING - PHASE 3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
O
O
O
O
O
O
O
O
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
FL
FL
FL
WS
WS
WS
E
E
E
E
E
E
E
E
E
F
F
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E
E
S S
S S
S S
S
S
S
S
S
S
F F
F F
F
E
E
E
E
E
E
E
E
E
E
E E
E
E
F F
E
E
E E
E E
E
E
E E
E E
E
E
G
G
E
E
E
E
E
E
D
Y H
D
Y
H D
Y
H
D
Y
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WS
W
W
W
W
W
W
W
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F M
F M
F M
F M
F M
F M
FM
C.O.
SS SS
W W W
E E E
F F F
6S 6S
8S 8S
SCALE
50 25 0 100
IN FEET
KEY NOTES
SANITARY SEWER SERVICE CONNECTION, SEE PLUMBING SHEETS.
DOMESTIC 2" WATER & 4" FIRE SERVICE STUBS. SEE PLUMBING
SHEETS FOR CONNECTION TO OFFICE BUILDING.
SEE ELECTRICAL SHEETS FOR CONNECTION TO OFFICE BUILDING.
NATURAL GAS SERVICE, SEE PLUMBING SHEETS FOR FURTHER
INFORMATION. UTILITY TO ROUTE NATURAL GAS SERVICE AND
COORDINATE PIPE BURIAL DEPTH. PROVIDE ADEQUATE SIZE TO
ACCOMODATE WAREHOUSE, WAREHOUSE EXPANSION, AND FUTURE
OFFICE BUILDING.
PARKING AREA LIGHTING (TYPICAL). SEE ELECTRICAL SHEETS.
INSTALL POST INDICATOR VALVE ADJACENT TO SIDEWALK.
FIRE DEPARTMENT CONNECTION. SEE MECHANICAL SHEETS.
TBM/PEB
CRH/NCK
DAJ13 PROPOSED UTILITY PLAN
4" SANITARY SEWER SERVICE
8" WATER MAIN
BURIED POWER
BURIED FIBER
1" = 50'
C1.7
P
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F
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S
S
I
O
G
I
N
E
E
R
R
E
G
I
S T E
R
E
D
S
T
A
A
H
O
D
E
B
O
R
J
O
H
N
S
T
O
N
PROPOSED UTILITY PLAN
5/1 6/2
8 6
:11 P
M
6" SANITARY SEWER
8" SANITARY SEWER
LEGEND
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC OFFICE BUILDING
- PHASE 3
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2018
engineers surveyors planners scientists
Morrison
Maierle
06.01.18CO
NS
TR
UC
TI
ON
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UM
EN
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** STRIPE WIDTH
MINIMUM=24"
SPECIAL=36"
WIDTH OF SYMBOL
MINIMUM=24"
SPECIAL=36"
HEIGHT OF SYMBOL
MINIMUM=28"
SPECIAL=41"
RESERVED
PARKING
VAN
ACCESSIBLE
$100 FINE
PERMIT REQUIRED
RESERVED
PARKING
$100 FINE
PERMIT REQUIRED
2"
0"
18"
4"
12"
0"1 4"
0"1 4"
STANDARD
ACCESSIBLE PARKING
SPACE SIGN ASSEMBLY
VAN
ACCESSIBLE PARKING
SPACE SIGN ASSEMBLY
18"
12"
$100 FINE
PERMIT REQUIRED
1.5"
0.5" 0"
1.5"
1.5"
12"
$100 FINE PLAQUE DETAIL
NOTES:
1. SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER.
2. SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHER
APPROVED NON-METALLIC WASHERS.
R7-8NA
(NO ARROW)
12" x 18"
R7-8NA
(NO ARROW)
12" x 18"
"$100 FINE"
PLAQUE
12" x 6"
R7-8A 12" x 6"
"$100 FINE"
PLAQUE
12" x 6"
2" SQUARE
PERFORATED
GRADE 50
STEEL POST
FINISHED
GROUND
SURFACE
WHITE
BACKGROUND SIGN BLANK & BORDER
SAME AS R7-8A
1.5" GREEN
SERIES D
LETTERS
1" GREEN SERIES
D LETTERS
SIGN POST FOUNDATION
PER DETAIL 3 THIS SHEET
NATIVE GROUND
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC OFFICE BUILDING
- PHASE 3
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2018
engineers surveyors planners scientists
Morrison
Maierle
06.01.18CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
C9.1
P
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F
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S
S
I
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G
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E
E
R
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G
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R
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D
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J
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CIVIL DETAILS
5/1 6/2
8 6
:11 P
M
TBM
CRH
DAJ
NOT TO SCALE
2 TYPICAL CONCRETE SECTION
NOT TO SCALE
1 TYPICAL ASPHALT SECTION
6" CONCRETE
4" OF
" MINUS
CRUSHED BASE
SUBGRADE,
TOP 8" 95%
PROCTOR DENISITY
3" ASPHALT CONCRETE
SURFACING
8" OF
" OR 1
" MINUS
CRUSHED AGGREGATE BASE
COURSE
SUBGRADE, TOP 8"
95% ASTM D698
PROCTOR DENSITY
SEPARATION FABRIC
SEPARATION FABRIC
NOTE:
REFER TO GEOTECHNICAL REPORT AS GOVERNING DOCUMENT
NOTE:
REFER TO GEOTECHNICAL REPORT AS GOVERNING DOCUMENT
NOT TO SCALE
5 HANDICAP PAVEMENT MARKING
NOT TO SCALE
8 ACCESSIBLE PARKING SIGN INSTALLATION DETAIL
1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY
ABUTTING THE ADJACENT BALES.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES (4") AND PLACED SO THE BINDINGS ARE
HORIZONTAL.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES OR REBARS DRIVEN THROUGH THE
BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO
FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.
4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE
STORM FLOW OR DAMAGE.
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM ROW TO
ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENING
OVER ALL BLOCK OPENING TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4-INCH WASHED STONE, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.
NOTES:
1. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING
THE CURB AT THEIR SIDE OF THE INLET OPENING. A 2-INCH X 4-INCH STUD
SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER
BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON
THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS.
2. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH
OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE
(WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING
WASHED THROUGH HOLES IN THE BLOCK.
3. 3/4-INCH WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP
OF THE BLOCK.
4. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS
WITH SEDIMENT.
5. APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE INLET
6"
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED
MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6-INCH WIDE TRENCH WITH
APPROXIMATELY 12 INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 INCHES APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12-INCH PORTION OF THE BLANKET BACK OVER SEED AND
COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12 INCHES APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH
THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO
SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH
EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. 4THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-5 INCHES OVERLAP
DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE
OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON
THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)
WITH AN APPROXIMATE 3-INCH OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12
INCHES APART ACROSS ENTIRE BLANKET WIDTH.
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6
INCHES MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
3B
3A
3"
2"-5"
12"
6"
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC OFFICE BUILDING
- PHASE 3
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2018
engineers surveyors planners scientists
Morrison
Maierle
06.01.18CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
C9.2
P
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CIVIL DETAILS
5/1 6/2
8 6
:11 P
M
TBM
CRH
DAJ
NOT TO SCALE
9 EROSION CONTROL BLANKET DETAIL
FOR SLOPE INSTALLATION
NOT TO SCALE
6 BLOCK AND GRAVEL CURB INLET PROTECTION DETAIL
NOT TO SCALE
7 BLOCK AND GRAVEL DROP INLET PROTECTION DETAIL
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