Amendment 4-Drawings.pdf
PDF 4 MB Posted
- Attached to
- MOTCO Access Control Point (ACP) Gate 1 Federal contract opportunity
- Solicitation number
- W9123821R0005
About this file
This notice provides information about an upcoming request for proposal for construction services. The project involves upgrading an access control point and gate for a military facility, including constructing a visitor control center, gate house, overwatch and guard booths, vehicle inspection canopies, roadways, parking, security and communications systems, and supporting site development. The estimated value is between $10-25 million. The solicitation is expected to be issued on October 28th with proposals due December 3rd. The NAICS code is 236220 and size standard is $39.5 million. The agency is the Department of the Army Corps of Engineers Engineering District Sacramento. Contractors should monitor the beta.sam.gov portal for any updates to the notice or interested vendors list.
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Text version
DIRT
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A S
T R E E T
IH 16-19 C
N 2197646.862
E 6122490.720
ELEV 35.807
SS
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REMOVE TRAFFIC SIGNS (2)
RAMP
REMOVE HANDICAPPED
STRUCTURE
REMOVE MISC.
STRUCTURE
REMOVE MISC.
(TYP) AND ASPAHLT PAVEMENT
REMOVE CURB AND GUTTER
SIDEWALK
REMOVE CONC.
GAS LINE SIZE IS 3/4" PER BASE MX
ACTIVE BARRIER CONSTRUCTION
NECESSARY TO ACCOMODATE
RELOCATE GAS LINE AS
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N 2,197,763.01
E 6,122,624.12
N 2,197,760.54
E 6,122,628.51
N 2,197,659.82
E 6,122,535.86
N 2,197,663.36
E 6,122,532.26
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SITE DEMOLITION PLANS.
SEE SHEETS ED100 THROUGH ED105 FOR ELECTRICAL AND COMMUNICATION
ELECTRICAL AND COMMUNICATION DEMOLITION IS NOT SHOWN ON THIS SHEET.1)
GENERAL NOTE:
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& GUTTER (TYP)
CONCRETE CURB
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CABLE BASED PASSIVE VEHICLE
BARRIER (TYP)
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PAVEMENT ELEVATION
TIE INTO EXISTING
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HANDICAP
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VEHICLE BARRIER
CABLE BASED PASSIVE
SIDEWALK (TYP)
6' CONCRETE
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VEHICLE BARRIER AND
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3.3' MAXIMUM GAP
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N 2,197,676.63
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N 2,197,705.15
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N 2,197,698.40
E 6,122,550.97
N 2,197,686.11
E 6,122,541.54
N 2,197,690.23
E 6,122,530.41
N 2,197,748.30
E 6,122,493.33
N 2,197,760.54
E 6,122,628.51
N 2,197,717.84
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N 2,197,659.82
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N 2,197,663.36
E 6,122,532.26
N 2,197,675.29
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N 2,197,762.70
E 6,122,624.67
N 2,197,767.74
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N 2,197,744.94
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8"
3'-0"
WHEEL STOP
GROUT HOLE FULL
OPENING
DRAINAGE
INTO THE SURFACING
BY AN APPROVED METHOD, OR DRIVEN
SURFACE WITH A TIGHT FIT OBTAINED
IN A HOLE DRILLED IN THE FINISHED
BE PLACED PRIOR TO SURFACING OR
1/2" STD PIPE OR 3/4" REINF. ROD SHALL
CLEARANCE
1/2" MAX.
'-1
/4
5'-0 1/2"
1'-5 1/2"
4'-10 1/8"
STEEL LOOP RACK
2-3/8 OD TUBULAR
BIKE RACK COLOR.
& ANCHOR BOLTS TO MATCH
WRITTEN INSTRUCTIONS; PLATE
BOLTS PER MANUFACTURER'S
INTO CONC WITH 1/2" ANCHOR
WELDED TO LOOP RACK; SET
SURFACE MOUNTED PLATE;
CONC WALK
OR 3/4" DIAM. REINF. ROD
HOLE FOR 1/2" STD. PIPE
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ADVERTISEMENT
T Y
P
TYP
VAULT
EXISTING COMMUNICATION
#4 @ 6" O.C. E.W.
#8 @ 6" O.C. E.W.
SECTION 2
PLAN
3 ADDITIONAL #8 BARS
COMMUNICATION VAULT CONCRETE SLAB
NO SCALE
NO SCALE
VAULT BELOW
EXISTING COMMUNICATIONS
S
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B E
R
F
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C A
C S .d g n0 /2
/2
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P O
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W .C D
A V
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P O
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INSTALLATION PLAN
NO SCALE
PRECAST CONCRETE WHEEL STOP DETAILS
ELEVATION
PLAN
L PARKING STALLC
PARKING STALL
2'-0" TO EDGE OF
BY THE SPECIFICATIONS
THE DRAWINGS OR REQUIRED
PAINTED STRIPES IF SHOWN ON
END VIEWS
8"
(MIN.)
2" 4"
SECTION 1
NOTE:
7'-0" (MIN.)
8'-0" (MAX)
1'-0"2'-0" (MIN.)1'-0" 2'-0" (MIN.) 1'-0"
"2
"2
(M
IN
"2
2 - #32 - #3
" TOOLED EDGE (TYP.)8
CENTER TO CENTER
NO SCALE
BIKE RACK DETAIL
SPECIFICATIONS.
2. INSTALL ACCORDING TO MANUFACTURER'S WRITTEN
GOVERNMENT APPROVAL.
BE SUBSTITUED WITH AN EQUAL PRODUCT WITH WRITTEN
COAT. TYPE: "PUBLICOAT" V.S. BRONZE. PRODUCT MAY
STD SURFACE MOUNT; COLOR AND FINISH: POWDER
STANLEY, INC. 1-800-368-2573, PRAIRIE SERIES BK-3,
1. BASIS OF DESIGN PRODUCT BIKE RACK: BY VICTOR
BIKE RACK NOTES:
CS503
-5
-0
M
IS
C S
IT
E D
E T
A
IL
S
W -2
-R -0
SLAB
PAVING OR
JOINT FILLER
BITUMINOUS
AROUND BOLLARD
CONCRETE FILL
2'-0" SQUARE
ROUND OR 2'-0"X
MINIMUM 2'-4" DIA
GALVANIZED AFTER FABRICATION
AND SHALL BE HOT DIPPED
FABRICATIONS OF THE SPECS
MISCELLANEOUS METAL
CONFORM TO SECTION 05 50 13
YELLOW. STEEL PIPE SHALL
STEEL PIPE PAINTED SAFETY
NPS 12 STANDARD WEIGHT
AS SHOWN
AND DOME AT TOP
FILL PIPE W/ CONC
AROUND
CONCRETE ALL
BOLLARD SLOPE
FOR EXTERIOR
NO SCALE
BOLLARD DETAIL
EQ EQ
M
IN
V A
R
IE
S
SHOWN ARE ACCEPTABLE.
SECTIONS, HOLES, AND DRAINAGE OPENINGS
STANDARD PRODUCT FROM THE CROSS
MINOR DEVIATIONS OF A MANUFACTURER'S
A
M B
O L L
A R
D D
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A
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/3 /2
VARIES PER PLAN
6'-0" 6'-0"
M
IN
V A
R
IE
S P
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VARIES PER PLAN
1'-6"
V A
R
IE
S P
E R
M
IN
M
IN
UNIT PAVERS
TRUNCATED DOME
4" X 8" NOMINAL
UNIT PAVERS
TRUNCATED DOME
4" X 8" NOMINAL
BACK OF CURB
FACE OF CURB
CONC GUTTER
PER DETAIL BELOW
INTERSECTING WITH ARCED CURB
CURB CUT RAMP; MODIFY WHEN
EJ (TYP)
EJ (TYP)
UNIT PAVERS
TRUNCATED DOME
4" X 8" NOMINAL
LINE
HINGE
LINE
HINGE
BACK OF CURB
FACE OF CURB
CONC GUTTER
EJ (TYP)
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PLAN - ARCED CURB
PLAN - STRAIGHT CURB
1/2" = 1'-0"
1/2" = 1'-0"
ENLARGEMENT PLAN - CURB CUT RAMP "A"
ENLARGEMENT PLAN - CURB CUT RAMP "B"
C S
CS508
CS508
CS508
CS508
CS508
CS508
C S
C S
8 SIZE WHEN CUT
LESS THAN 1/2 NOMINAL
NO PAVERS SHALL BE
/2
/2
.C D
A V
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P O
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P N
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-R -0
NOTES:
RAMP DETAILS CAN BE FOUND ON CS507
ONLY USED FOR HANDICAP RAMPS. HANDICAP
1. UNIT PAVERS DEPICTED ON THIS PAGE ARE
A M N
O T
E A
D D
IT
IO
N /4 /2
CONC. CURB & GUTTER
CONTRACTION JOINT (TYP.)
EXPANSION JOINT (TYP.)
EXP. JT.
4" CONCRETE
1/8" R.
1/8" R.1/8" R.
JOINT SEALANT
BACKER ROD
JOINT FILLER
NON-EXTRUDING
PREFORMED
6" SUBBASE COURSE
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C A
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CONTRACTION JOINT EXPANSION JOINT
SIDEWALK JOINT DETAILS
NO SCALE
NO SCALE
SINGLE-PURPOSE WALK
TYPICAL SECTION
NO SCALE
NOTES:
NOTES:
M
IN
W A
L K D
E P
T H
D E
P T
H
WALK WIDTH
12'
10'
8'
6'
4'
WIDTH
WALK
TRANSVERSE LONGITUDINAL
NOT REQUIRED
NOT REQUIRED
4'
5'
6'6'
5'
4'
6'
4'
CONTRACTION JOINT SPACING
JOINT SPACING FOR STRAIGHT RUNS
JOINT SPACING
40' MAX.
42' MAX.
40' MAX.
40' MAX.
42' MAX.
M
IN
TOOLEDSAWED
M
IN
SAWED
TYPICAL SIDEWALK JOINT LAYOUT PLAN
CURBS THAT ABUT THE SIDEWALK LONGITUDINALLY.
2. EXPANSION JOINTS SHALL NOT BE REQUIRED BETWEEN
CONCRETE CURB AND GUTTER.
THROUGH BOTH WALK AND CURB WHERE WALK ABUTS
1. TRANSVERSE EXPANSION JOINTS SHALL BE CONTINOUS
EXPANSION
" PER FOOT4
"8
" MIN.8
1 " MIN.8
"16
" MIN.8
"2
THE MANUFACTURER.
1. DEPTH OF SEALANT SHALL BE AS RECOMMENDED BY
/2
/2
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A
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A L
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3' 4'
VARIES 1.5' 1.5' VARIES
3'
4' VARIESVARIESVARIESVARIES
3'
4' VARIES 1.5' 2.5' 1.5' VARIES 1.5'
0.5'
6' 2' 3'
3'6'
VARIESVARIES
SIDEWALK
GUTTER
CURB AND
GUTTER
CURB AND
GUTTER
CURB AND
4'
6' 2' 3'
6" AGGREGATE BASE COURSE
6" SUBBASE COURSE
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
6" SUBBASE COURSE
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
6" SUBBASE COURSE
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
8" P.C. CONCRETE PAVEMENT
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
8" P.C. CONCRETE PAVEMENT
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
8" P.C. CONCRETE PAVEMENT
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
8" P.C. CONCRETE PAVEMENT
PAVED MEDIAN
CONCRETE
PAVED MEDIAN
CONCRETE
PAVED MEDIAN
CONCRETE
PAVED MEDIAN
CONCRETE
PAVED MEDIAN
CONCRETE
PAVEMENT
EDGE OF
PAVEMENT
EDGE OF
CURB
INTEGRAL
6" COMPACTED SUBGRADE (90%)
CURB
INTEGRAL
CURB
INTEGRAL
SIDEWALK
5' 5' 6'
CURB
INTEGRAL
CURB
INTEGRAL
2.5' 2.5'
GUTTER
CURB AND
6" AGGREGATE BASE COURSE
6" SUBBASE COURSE
6" COMPACTED SUBGRADE (90%)
4.5" HMA WEARING COURSE 4.5" HMA WEARING COURSE
4.5" HMA WEARING COURSE4.5" HMA WEARING COURSE
6" SUBBASE COURSE
6" SUBBASE COURSE
6" SUBBASE COURSE
6" SUBBASE COURSE
6" SUBBASE COURSE
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US Army Corps
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2%
2% 2%2% 2%
2%
5%
4:
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2% 2%2% 2%2%
5%
4:
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NO SCALE
NO SCALE
TYPICAL ROAD SECTION (CANOPY AREA)
2% 2% 2% 2% 2%
0% 0%
TYPICAL ROAD SECTION (APPROACH ZONE)
2%
2% 2%
2% 2%
2% 2%
2%
5%
5%
4:
4:1
3:1 3:1
2%
TO EXISTING
NO SCALE
TYPICAL ROAD SECTION (RESPONSE ZONE)
EXISTING
CONTINUES TO
3:1
4:1
5%
5%
4:1
3:1
2%
TO EXISTING
EXISTING
CONTINUES TO
EXIT ENTRANCE
EXIT
ENTRANCE ENTRANCE ENTRANCE
EXIT
ENTRANCE
% VARIES
EXISTING
CONTINUES TO
APPRX. STA 2+18 TO 3+00
APPRX. STA 3+40 TO 4+80
APPRX. STA 5+50 TO 8+60
S
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(P O
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SIDEWALK (TYP)
6' CONCRETE
EXISTING VCC PARKING LOT
2" MILL AND OVERLAY
LOCATED ABOVE
COORDINATE FOR THIS POINT IS
FOR 15'. SEE SHEET CP100
ASPHALT PAVEMENT CONTINUES
SIDEWALK (TYP)
6' CONCRETE
CONCRETE CURB AND GUTTER WHERE APPLICABLE
ASPHALT SHALL BE PLACED BETWEEN EXISTING
BETWEEN STATIONS 50+00 AND 52+09.23
ALL PAVEMENT PRIOR TO STATION 0+00 AND
MATCH EXISTING EDGE OF ROAD ELEVATIONS FOR
S O
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®of Engineers
US Army Corps
U S A
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G A
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ADVERTISEMENT
PBX
P B
PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
KEYPLAN SCALE: 1" =200'-0"
N
-1
N 2,197,779.92
E 6,121,627.57
N 2,197,636.49
E 6,121,678.19
N 2,197,627.41
E 6,121,681.39
N 2,197,584.76
E 6,121,696.44
N 2,197,572.94
E 6,121,700.61
N 2,197,550.04
E 6,121,715.38 N 2,197,550.07
E 6,121,721.39
N 2,197,671.03
E 6,121,666.00 N 2,197,667.38
E 6,121,667.29
N 2,197,525.99
E 6,121,955.59
N 2,197,499.41
E 6,122,038.89
E N
A M
E
C A
C P .d
NO SCALE
KEY PLAN
SEE SHEET CP301 FOR TYPICAL SECTION
AGGREGATE SURFACE SHOULDER
SEE SHEET CP301 FOR TYPICAL SECTION
CONCRETE HARDSTAND PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
ASPHALT PAVEMENT
LEGEND
/2
/2
P A
V
IN
G P
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N
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CP101
A R
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N
20'010'20'
SCALE: 1" = 20'-0"
N
F -5
-0
W -2
-R -0
2" COLD MILL WITH 2" ASPHALT OVERLAY
A M G
E N
E R
A L N
O T
E /4 /2
SEE SHEETS CP301 AND CG302 FOR DETAILS
ALL NEWLY CONSTRUCTED MEDIANS ARE TO BE PAVED WITH 4" CONCRETE. 1)
GENERAL NOTE:
T R E E T
A S
T R E E T
INTEGRAL CURB (TYP)
SIDEWALK (TYP)
6' CONCRETE
CONCRETE CURB & GUTTER (TYP)
INTEGRAL CURB (TYP)
& GUTTER (TYP)
CONCRETE CURB
CURB (TYP)
INTEGRAL
& GUTTER (TYP)
CONCRETE CURB
S O
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®of Engineers
US Army Corps
U S A
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G A
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ADVERTISEMENT
PBX
P B
PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
KEYPLAN SCALE: 1" =200'-0"
N
GATEHOUSE
E N
A M
E
C A
C P .d
SEE SHEET CP301 FOR TYPICAL SECTION
AGGREGATE SURFACE SHOULDER
SEE SHEET CP301 FOR TYPICAL SECTION
CONCRETE HARDSTAND PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
ASPHALT PAVEMENT
LEGEND
/2
/2
P A
V
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G P
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N
W .C D
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P O
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CP102
A R
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2" ASPHALT PAVEMENT MILL AND OVERLAY
20'010'20'
SCALE: 1" = 20'-0"
N
F -5
-0
W -2
-R -0
SEE SHEETS CP301 AND CG302 FOR DETAILS
ALL NEWLY CONSTRUCTED MEDIANS ARE TO BE PAVED WITH 4" CONCRETE. 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
T R E E T
A STREET
& GUTTER (TYP)
CONCRETE CURB
& GUTTER (TYP)
CONCRETE CURB
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®of Engineers
US Army Corps
U S A
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G A
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ADVERTISEMENT
PBX
P B
PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
KEYPLAN SCALE: 1" =200'-0"
N
E N
A M
E
C A
C P .d
SEE SHEET CP301 FOR TYPICAL SECTION
AGGREGATE SURFACE SHOULDER
SEE SHEET CP301 FOR TYPICAL SECTION
CONCRETE HARDSTAND PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
ASPHALT PAVEMENT
LEGEND
/2
/2
P A
V
IN
G P
L A
N
W .C D
A V
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P O
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CP103
A R
E A
2" ASPHALT PAVEMENT MILL AND OVERLAY
20'010'20'
SCALE: 1" = 20'-0"
N
F -5
-0
W -2
-R -0
SEE SHEETS CP301 AND CG302 FOR DETAILS
ALL NEWLY CONSTRUCTED MEDIANS ARE TO BE PAVED WITH 4" CONCRETE. 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
CONCRETE CURB AND GUTTER
GEOTEXTILE
CONCRETE CURB AND GUTTER
GEOTEXTILE
THICKENED EDGE (TYP.)
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE GEOTEXTILE
CONCRETE CURB AND GUTTER
FILL WITH BASE COURSEFILL WITH BASE COURSE
EXPANSION JOINT BETWEEN CONCRETE CURB AND GUTTER AND CONCRETE MEDIANEXPANSION JOINT BETWEEN CONCRETE CURB AND GUTTER AND CONCRETE MEDIAN
CONCRETE CURB AND GUTTER
S O
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6" SUBBASE COURSE
6" AGGREGATE BASE COURSE
6" COMPACTED SUBGRADE (90%)
1'-0"
NO SCALE
6" COMPACTED SUBGRADE (90%)
1'-0"
NO SCALE
TYPICAL P.C. CONCRETE PAVEMENT SECTION
5'-0"
NO SCALE
8" P.C. CONCRETE PAVEMENT
6" AGGREGATE BASE COURSE
6" COMPACTED SUBGRADE (90%)
P.C. CONCRETE PAVEMENT INTERFACE DETAIL
/2
/2
PAVEMENT
8" P.C. CONCRETE
W .C D
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MAXIMUM DRY DENSITY.
1. SEE SPECIFICATION FOR COMPACTION STANDARD; PERCENT SHOWN IS OF
6" AGGREGATE BASE COURSE
BASE COURSE
6" AGGREGATE
F -5
-0
6" SUBBASE COURSE
SUBGRADE (90%)
6" COMPACTED
TYPICAL HMA PAVEMENT SECTION W/ CURB & GUTTER
6" COMPACTED SUBGRADE (90%)
NO SCALE
6" AGGREGATE BASE COURSE
6" AGGREGATE PAVEMENT
TYPICAL AGGREGATE PAVEMENT SURFACE SECTION
4.5" HMA WEARING COURSE
4.5" HMA PAVEMENT
W -2
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1'-0" 1'-0"
6" SUBBASE COURSE
4" CONCRETE MEDIAN/CONCRETE SIDEWALK AS SHOWN
A
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TYPICAL MEDIAN SECTION
/4 /2
25.418
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US Army Corps
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ADVERTISEMENT
PBX
P B
PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
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P B
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LEGEND
SILT FENCE
EROSION CONTROL BLANKET
INLET PROTECTIONIP
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50'025'50'
SCALE: 1" = 50'-0"
F -5
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A
M G
E N
E R
A L N
O T
E /4 /2
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
24" RCP
INVERT = 22.569
12" RCP
INVERT = 22.581
28" RCP
INVERT = 22.740
24" RCP
INVERT = 23.439
24" RCP
INVERT = 23.487
24" RCP
INVERT = 23.869
INV= 23.884 SFT
24" RCP
INVERT = 23.884
INVERT = 24.001
12" RCP
INVERT = 24.316
INVERT = 24.715
12" RCP
INVERT = 25.350
12" RCP
INVERT = 25.530
(P O
R T C
H
IC
A G
O H
IG
H W
A Y
12" RCP
INVERT = 26.749
12" RCP
INVERT = 26.762
RANDOM PIPES
M
CP
S
A N
CP
G
SILT FENCE
EROSION CONTROL BLANKET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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F
G
C R
A M
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T O D
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T R
IC
T
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T R
E E
T
S A
C R
A M
E N
T O
C A
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
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M
IL
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A R
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A N T
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IN
A L
C O
N C
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D
P N
A C
C E
S S C
O N
T R
O L P
O
IN
T
G A
T E
ADVERTISEMENT
-1
PBX
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PBX
PBX
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P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
S
E N
U M
B E
R
F
IL
E N
A M
E
CE101
C A
C E .d g n
NO SCALE
KEY PLAN
A R
E A
20'010'20'
SCALE: 1" = 20'-0"
/2
/2
R
O S
IO
N C
O N
T R
O L P
L A
N
W .C D
A V
E N
P O
R T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C D
A V
E N
P O
R T
LEGEND
SILT FENCE
EROSION CONTROL BLANKET
INLET PROTECTIONIP
SF
N
F -5
-0
W -2
-R -0
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
12" RCP
INVERT = 26.762
24" RCP
INVERT = 26.991
24" RCP
INVERT = 27.31427
.4
12" RCP
INVERT = 27.536
12" RCP
INVERT = 27.580
27.9
INV= 28.408 SFT
.9
.97
M
.14
UNK SIZE
UNK SIZE
M
24" RCP
INVERT= 28.20
24" RCP
INVERT= 28.52
D
.0
A S
T R E E T
.0
A S
T R E E T
CO
CO
EROSION CONTROL BLANKET
EROSION CONTROL BLANKET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
SILT FENCE
SILT FENCE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
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F
G
C R
A M
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T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
U S A
R M
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O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
M
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IT
A R
Y O
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A N T
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M
IN
A L
C O
N C
O R
D
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A C
C E
S S C
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PB
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P B
P B
P B
P B
PB
30 30
IP
IP
IP
IP
IP
PBX
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PBX
PBX
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P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
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P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
E N
A M
E
C A
C E .d g n
NO SCALE
KEY PLAN
LEGEND
EROSION CONTROL BLANKET
INLET PROTECTIONIP
SF
A R
E A
/2
/2
E R
O S
IO
N C
O N
T R
O L P
L A
N
W .C D
A V
E N
P O
R T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
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W .C D
A V
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P O
R T
A N
S I
D
F
IL
E N
U M
B E
R
CE102
N
F -5
-0
W -2
-R -0
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
.9
.5
A S
T R E E T
A STREET
Finished Floor El. = 31.17
(BUILDING 262)
EROSION CONTROL BLANKET
EROSION CONTROL BLANKET
SILT FENCE
INLET PROTECTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
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C R
A M
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T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
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O L A
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A H
A D
IS
T R
IC
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M
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A R
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A N T
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M
IN
A L
C O
N C
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D
P N
A C
C E
S S C
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O
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P B
S T A
.5 6 P
T
S T A
.3
P O
E
IP
IP
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PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
E N
A M
E
C A
C E .d g n
NO SCALE
KEY PLAN
EROSION CONTROL BLANKET
INLET PROTECTIONIP
SF
A R
E A
/2
/2
E R
O S
IO
N C
O N
T R
O L P
L A
N
W .C D
A V
E N
P O
R T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
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W .C D
A V
E N
P O
R T
A N
S I
D
F
IL
E N
U M
B E
R
CE103
N
F -5
-0
W -2
-R -0
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
12" RCP
INVERT = 24.705
18" RCP
INVERT = 24.768
18" RCP
INVERT = 24.898
18" RCP
INVERT = 25.020
25.418
.4
.4
25.510
25.544
18" RCP
INVERT = 24.768
.5
.6
.4
(P O
R T C
H
IC
A G
O H
IG
H W
A Y
MTC 16-09
FENCE
.2
.4
27.516
M
MTC 16-08
MTC 16-05
(P O
R T C
H
IC
A G
O H
IG
H W
A Y
ON INFORMATION GATHERED ON-SITE
EXISTING WATER LINE DRAWN BASED
ON INFORMATION GATHERED ON-SITE
EXISTING WATER LINE DRAWN BASED
Finished Floor El. = 31.17
(BUILDING 262)
E
LATCH
GATE
SPUR
RAIL ROAD
3 MPH
SIGN-
"3004 VLT"
SEE IMAGE
RAMP
HANDICAP
BUILDING 600
GATE
BUILDING 601
ROADWAY
EDGE OF
CONCRETE
RAISED
12" WIDE
MOTCO SIGN
PAD
CONC.
COLUMN
CONC.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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F
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C R
A M
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T O D
IS
T R
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T R
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T
S A
C R
A M
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T O
C A
U S A
R M
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P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
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A H
A D
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T R
IC
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M
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A R
Y O
C E
A N T
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M
IN
A L
C O
N C
O R
D
P N
A C
C E
S S C
O N
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PBX
P B
PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
S T
A
.3
0 P C
S T A 1+
20.38 P
R C
S T A .7
P T
S T A .3
P C
S T A 5+
63.62
P R C
S T A
.5 6 P
T
S T A
.3
P O
E
S T A
.0
P I
S T
A
.0
9 P I
S T A .4
P I
S T
A
.3
P I
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
S T
A
.7
P I
S T
A .6
P I
S T
A -1
.8
P
O B
S T
A
.2
P T
S T
A
.6
P C
S T
A
.1
P C
S T
A .4 7 P I
S T
A -6
.9
P
C
S T
A
.0
0 P T
S T
A -0
.4
P I
S T
A
P O
B
S T A .5
P R
C
S T
A
.2
P T
-1 0 2 31
4 5 6
DIRT
SECURITY CAMERA
(BUILDING IA2)
PIV
Finished Floor El. = 30.93
E N
A M
E
C A
C E .d g n
NO SCALE
KEY PLAN
EROSION CONTROL BLANKET
INLET PROTECTIONIP
SF
LEGEND
A R
E A
/2
/2
E R
O S
IO
N C
O N
T R
O L P
L A
N
W .C D
A V
E N
P O
R T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
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W .C D
A V
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P O
R T
A N
S I
D
F
IL
E N
U M
B E
R
CE104
N
F -5
-0
W -2
-R -0
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
KINNE BLVD
SILT FENCE
EROSION CONTROL BLANKET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C R
A M
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T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
M
IL
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A R
Y O
C E
A N T
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M
IN
A L
C O
N C
O R
D
P N
A C
C E
S S C
O N
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O
IN
T
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ADVERTISEMENT
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X
PBX
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PBX
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PIV
PBX
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PBX
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X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
E N
A
C E .d
EROSION CONTROL BLANKET
INLET PROTECTIONIP
SF
A R
E A
/2
/2
E R
O S
IO
N C
O N
T R
O L P
L A
N
W .C D
A V
E N
P O
R T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C D
A V
E N
P O
R T
A N
S I
D
F
IL
E N
U M
B E
R
CE105
N
F -5
-0
W -2
-R -0
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
EROSION CONTROL BLANKET
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
S A
C R
A M
E N
T O
C A
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
M
IL
IT
A R
Y O
C E
A N T
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M
IN
A L
C O
N C
O R
D
P N
A C
C E
S S C
O N
T R
O L P
O
IN
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G A
T E
ADVERTISEMENT
P B
PB
PBX
P B
PBX
PBX
P B X
P B X
P B X
P B
X
P B X
PBX
PBX
PBX
PBX
P B
P B
PB
PBX
PBX
P B
PB
P B
P B
P B
P B
P B
P B
PB
PB
PBX
PBX
PBX
2 31
4 5 6
PIV
E N
A M
E
C A
C E .d g n
NO SCALE
KEY PLAN
EROSION CONTROL BLANKET
INLET PROTECTIONIP
SF
N
A R
E A
/2
/2
E R
O S
IO
N C
O N
T R
O L P
L A
N
W .C D
A V
E N
P O
R T
A F
A N
C
IU
L L
O
A F
A N
C
IU
L L
O
W .C D
A V
E N
P O
R T
A N
S I
D
F
IL
E N
U M
B E
R
CE107
F -5
-0
W -2
-R -0
SPEC 32 92 19 FOR ADDITIONAL DETAILS
ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE SEEDED. SEE 1)
GENERAL NOTE:
A
M G
E N
E R
A L N
O T
E /4 /2
T.O.B.
EL: 110'-0"
LG
M
T
LG
M
T
LG
M
T
RIDGE PLATE (PER TRUSS MFR.)
EAVE
LG
M
T
LG
M
T
LG
M
T
LG
M
T
LG
M
T
51' - 0"
LG
M
T
2'
6" 2'
6"
0"
0"
S-302GH
S-302GH
S-302GH
S-302GH
S-302GH
S-302GH
LG
M
T
LG
M
T
2' - 6" 2' - 6"
4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"
SEE NOTE 2
CMU SHEAR WALLCMU SHEAR
WALL TO
DECK BELOW
4' - 0"
LG
M
T
B C D EA
TEMPORARY AND PERMANENT TRUSS
BRACING PROVIDED BY TRUSS MFR.
(MAX SPACING 6' O.C.) BRACING PLAN
SHALL BE SUBMITTED FOR APPROVAL
OUTLOOKERS
@ 4'-0" O.C.
MAX PER
TRUSS MFR.
DECK NOTE,
SEE S-001GH
OUTLOOKERS
@ 4'-0" O.C.
MAX PER
TRUSS MFR.
1' - 6"
SL
O
PE
/1
SL
O
PE
/1
1' - 6"
S-302GH
HSS COLUMN
W8X18 T.O.S.= 108'-0"
S-302GH
W8X18
W8X18 SEE NOTE 2
BLOCKING (TYP.
PER TRUSS MFR.)
BLOCKING (TYP.
PER TRUSS MFR.)
EAVE
EA
VE
EA
VE
BLOCKING
(TYP. PER
TRUSS MFR.)
BLOCKING
(TYP. PER
TRUSS MFR.)
S-302GH
NOTES:
1. SEE SHEET S-103VC FOR LOADING DIAGRAMS AND ADDITIONAL INFORMATION
2. OMIT BLOCKING BETWEEN TRUSSES AT LOCATIONS INDICATED TO PROVIDE
VENTILATION OF THE ATTIC SPACE.
* UNFACTORED SHEAR FORCE ACTING ON ROOF DIAPHRAGM, "E" FOR EARTH,
"W" FOR WIND
* E: 23K W: 4.7K
* E: 23K W: 19.6K
US Army Corps of Engineers ®
SHEET
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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B
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1 2 3 4 5
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S-102GH
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S C
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TR
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(G
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PN
SA
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SA
C
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8-
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C A4
4- D
M _S
7.
R
VT
F8
-5 0-
ADVERTISEMENT
S-
2G H
3/8" = 1'-0"S-102GH
1 ROOF FRAMING PLAN
0 2' 4' 6'
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
- G
EN
ER
AL
R
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IS
IO
N
S
/0 4/
2 0
N
TR
O L
JO
IN
T
#5 CORNER
BAR
#5 "T"
INTERSECTION
DOWELS
NOTE 3
#5 DOWEL
U.N.O.
110' - 0"
BOND BEAM
W/ 2 #5
BARS
24"
24"
NOTE 2
C O
N
TR
O L
JO
IN
T
C O
N
TR
O L
JO
IN
T
S-303GH
TOB ELEV
110'-0"
#5 VERT BAR @ 40"
OC
46' - 0"
1'
4" 7'
4"
2'
8"
4'
0" 3'
4"
W8, SEE
S102GH
100' - 0"
TOG ELEV
12' - 0" 8' - 8" 12' - 8"
#5 VERT BAR
@ 40" O.C., U.N.O.
STEEL ROOF
S-501GH
Sim
C
O N
TR
O
L
JO
IN
T
#5 "T"
INTERSECTION
DOWELS
#5 DOWEL
U.N.O.
#5 VERT.
BAR @ 40"
O.C., U.N.O.
#5 CORNER BAR
BOND BEAM W/
2 #5 BARS
BOND BEAM W/
2 #5 BARS
24"
24"
110' - 0"
NOTE 4
C O
N
TR
O L
JO
IN
T
C O
N
TR
O L
JO
IN
T
8' - 8" 10' - 0" 14' - 8"
TOB ELEV
110'-0"
2'
1/
8" 4'
0"
3'
4" 2'
8"
W8, SEE S-102GH
100' - 0"
TOG ELEV
46' - 0"
STEEL ROOF DECK
S-501GH
Sim
US Army Corps of Engineers ®
SHEET
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
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B
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SU
BM
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D B
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SI
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C H
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D B
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1 2 3 4 5
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S C
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TR
O
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PO
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(G
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PN
SA
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TO
D
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TR
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J
S
TR
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SA
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TO
, C A
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2/
W
8-
-R
-0
C A4
4- D
M _S
7.
R
VT
F8
-5 0-
ADVERTISEMENT
S-
1G H
3/8" = 1'-0"S-201GH
2 SOUTH ELEVATION
3/8" = 1'-0"S-201GH
1 NORTH ELEVATION
ELEV
ELEV
NOTES FOR ALL ELEVATIONS:
1. 1/4" DIA. SMOOTH TIES IN MORTAR JOINTS, SEE DETAIL 7/ S-501GH.
2. ALL CELLS GROUTED FULL IN ALL CMU WALL ELEVATIONS.
3. HORIZONTAL JOINT REINFORCEMENT PLACED AT 16" O.C., SEE DETAIL
3/S-501 GH.
FRAMING ELEVATION LEGEND
0 2' 4' 6'
0 2' 4' 6'
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
- G
EN
ER
AL
R
EV
IS
IO
N
S
/0 4/
2 0
T.O.S 108'-0"
T.O.B.
110'-0"
T.O.F.
100'-0"
T.O.F.
100'-0"
T.O.F.
100'-0"
#5 VERT.
BAR @ 40"
O.C., U.N.O.
#5 DOWEL
U.N.O.
BOND BEAM
W/ 2 #5 BARS
S-301GH
S-303GH
W8, SEE
S102GH
3'
4"
#5
CORNER
24"
24"
OUTLOOKERS, SEE S102GH
BLOCKING, SEE S102GH
4'
0"
STEPPED BOND
BEAM W/ 2 #5 BARS
W/ 2'-6" LAP LENGTH
18' - 8"
#5 VERT.
BAR U.N.O.
#5 DOWEL
U.N.O.
BOND BEAM
W/ 2 #5 BARS
#5
CORNER
24"
24"
#5 VERT .
BARS @ 40"
O.C.
T.O.B.
7'
4" 1'
4"
110' - 0"
OUTLOOKERS, SEE S102GH
BLOCKING, SEE S102GH
BOND BEAM
W/ 2 #5 BARS
#5
CORNER
BAR
24"
24"
STEPPED BOND
BEAM W/ 2 #5 BARS
W/ 2'-6" LAP LENGTH
S-501GH
Sim
S-301GH
17' - 4"
110' - 0"
#5 DOWEL
BOND BEAM
W/ 2 #5 BARS
18' - 8"
INTERSECTING
8" CMU
2 #5 "T"
INTERSECTION
DOWELS
S-302GH
#5 VERT . BARS @ 40" O.C.
T.O.B.
110'-0"
S-302GH
STEPPED BOND BEAM
W/ 2 #5 BARS W/ 2'-6"
LAP LENGTH
US Army Corps of Engineers ®
SHEET
U S
AR
M
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PS
O
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EN
G
IN
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R
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D R
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D
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B
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SU
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1 2 3 4 5
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S-202GH
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S C
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PO
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(G
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PN
SA
C
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AM
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TO
D
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TR
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J
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TR
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SA
C
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AM
EN
TO
, C A
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AR
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PS
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S O
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A, N
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C . W
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C . W
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W . B
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K
K.
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AN
/2
2/
W
8-
-R
-0
C A4
4- D
M _S
7.
R
VT
F8
-5 0-
ADVERTISEMENT
S-
2G H
3/8" = 1'-0"S-202GH
1 WEST ELEVATION
3/8" = 1'-0"S-202GH
2 EAST ELEVATION
3/8" = 1'-0"S-202GH
3 INTERIOR ELEVATION
EL
EV1 EL
EV 2
EL
EV3
NOTES FOR ALL ELEVATION VIEWS:
1. 1/4" DIA. SMOOTH TIES IN MORTAR JOINTS, SEE DETAIL 7/ S-501GH
2. ALL CELLS GROUTED FULL IN ALL CMU WALL ELEVATIONS.
3. HORIZONTAL JOINT REINFORCEMENT PLACED AT 16" O.C., SEE DETAIL
3/S-501 GH.
FRAMING ELEVATION LEGEND
0 2' 4' 6'
0 2' 4' 6'
0 2' 4' 6'
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
- G
EN
ER
AL
R
EV
IS
IO
N
S
/0 4/
2 0
T.O.B.
EL: 110'-11"
T.O.B.
EL: 110'-11"
T.
O
.B
EL
: 1
'-1
1"
T.
O
.B
EL
: 1
'-1
1"
GABLE TRUSS
TRUSS SHALL BE
PLACED DIRECTLY
ABOVE THE INTERIOR
SHEAR WALL
GABLE TRUSS
LGMT1
27' - 11"
EA
VE
1 1/2" WIDE RIB
METAL ROOF DECK
TYP. SEE SCHEDULE
ON SHT S-001VCC
TEMPORARY AND PERMANENT TRUSS
BRACING PROVIDED BY TRUSS MFR.
(MAX SPACING 6' O.C.) BRACING PLAN
SHALL BE SUBMITTED FOR APPROVAL
S-302VC
2'
6" 2'
6"
2'
6" 2'
6"
2' - 6" 2' - 6"
4'
0" 4'
9"
4'
4'
0" 4'
0"
4'
0" 4'
0"
4'
0"
S-302VC
S-302VC
4' - 0"2' - 6" 4' - 0"
COMPLETELY SHEATH
TOP CHORD OF TRUSSES
BELOW BEFORE BUILDING
ROOF FRAMING ABOVE
S-302VC
6' - 6"
S-302VC
S-302VC
S-302VC
S-302VC
S-302VC
S-302VC
S-302VC
S-302VC
TYP
LG
M
T2
LG
M
T3
SLOPE 4/12SLOPE 4/12
SL
O
PE
/1
SL
O
PE
/1
OUTLOOKERS 4'-0" O.C.
BY TRUSS MFR.
BLOCKING BY
TRUSS MFR.
R
ID
G E
PL
AT
E (P
ER
T
R U
SS
M
FR
OUTLOOKERS 4'-0" O.C.
BY TRUSS MFR.
CB
A
OUTLOOKERS
SEE OPPS. NOTES
BLOCKING BY TRUSS MFR.
G
AB
LE
T
R U
SS
NOTES:
1. SEE SHEET S-103VC FOR LOADING DIAGRAMS AND ADDITIONAL INFORMATION
2. OMIT BLOCKING BETWEEN TRUSSES AT LOCATIONS INDICATED TO PROVIDE
VENTILATION OF THE ATTIC SPACE.
* UNFACTORED SHEAR FORCE ACTING ON ROOF DIAPHRAGM, "E" FOR EARTH,
"W" FOR WIND
EA
VE
EA
VE
EAVE
EAVE
LGMT1
LGMT1
LGMT1
LGMT1
LGMT1
LGMT1
* E: 16.4K W: 12K
* E: 16.4K W: 8.9K
US Army Corps of Engineers ®
SHEET
U S
AR
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O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
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IS
SU
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C O
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N O
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N N
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1 2 3 4 5
D
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B
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S-102VC
R O
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FR
AM
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, C O
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D
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S C
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TR
O
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(G
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PN
SA
C
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AM
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D
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TR
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J
S
TR
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SA
C
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A, N
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C . W
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C . W
AL
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W . B
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K.
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2/
W
8-
-R
-0
C A4
4- D
M _S
7.
R
VT
F8
-5 0-
ADVERTISEMENT
S-
2V C
3/8" = 1'-0"S-102VC
1 ROOF FRAMING PLAN
0 2' 4' 6'
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
- G
EN
ER
AL
R
EV
IS
IO
N
S
/0 4/
SEE PLAN, S-102VC
SE
E
PL
AN
, S -1
VC
EAVE
EAVE
EA
VE
EA
VE
R
ID
G E
VALL
EY
VALLEY
RIDGE
SEE PLAN, S-102VC
SE
E
PL
AN
, S -1
VC
EAVE
EAVE
EA
VE
EA
VE
R
ID
G E
VALL
EY
VALLEY
RIDGE
STANDING
SEAM METAL
ROOF
STANDING
SEAM METAL
ROOF
WIND UPLIFT VALUES
ZONE 1: INTERIOR
ZONE 2E: EDGE
ZONE 2R: RIDGE
NOTES:
1. WIND UPLIFT LOADS ACT PERPENDICULARLY TO AND AWAY FROM
STANDING SEAM METAL ROOF.
2. REFER TO WIND UPLIFT VALUE TABLE (THIS PAGE) FOR WIND UPIFT
VALUES, BASED ON ASCE 7-16 USING COMPONENTS AND CLADDING ANALYSIS.
3. ALL DIMENSIONS GIVEN IN PLAN ARE HORIZONTAL PROJECTIONS.
ROOF LIVE LOAD VALUES
MINIMUM ROOF LIVE LOAD: 20 PSF
(GOVERNED BY CONSTRUCTION
AND MAINTENANCE LIVE LOAD)
NOTES:
1. ALL DIMENSIONS GIVEN IN PLAN ARE HORIZONTAL
PROJECTIONS.
ZONE 2N: EDGE
ZONE 3E: CORNER
ZONE 3R: RIDGE CORNER
3' - 0"
3'
0"
OVERHANG (SOFFIT) OVERHANG (SOFFIT)SPAN
DL = 13 PSF
NOTE 1
DL = 3 PLF DL = 3 PLF, SEE NOTE 3
ZONE 2E OR 3E
ZONE 1 OR 2N
NOTE 2
3' TYP.
LL = 20 PSF
ZONE 2R OR 3R
ZONE 2E OR 3E
ZONE 1 OR 2N
ZONE 2R
OR 3R
PRESSURE ON
SOFFIT IS EQUAL
TO ADJACENT
WALL PRESSURE
OVERHANG
ROOF
PRESSURE
5 5
3'-0" TYP
3'-0" TYP
3'-0" TYP 3'-0" TYP
NOTE: ROTATED FOR CLARITY.
OPPOSITE SIDE IS SIMILAR
US Army Corps of Engineers ®
SHEET
U S
AR
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O R
PS
O
F
EN
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IN
EE
R
S
D R
AW
N
B Y:
D
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B
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SU
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D B
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C O
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N N
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1 2 3 4 5
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S-103VC
ST
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S C
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(G
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PN
SA
C
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AM
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TO
D
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TR
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S
TR
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SA
C
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AM
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, C A
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AR
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PS
O
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S O
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A D
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TR
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AP
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A, N
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C . W
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C . W
AL
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W . B
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K
K.
C
H
AN
/2
2/
W
8-
-R
-0
C A4
4- D
M _S
7.
R
VT
F8
-5 0-
ADVERTISEMENT
S-
3V C
1/8" = 1'-0"S-103VC
1 ROOF LIVE LOADS
1/4" = 1'-0"S-103VC
PRE-ENGINEERED LIGHT GAUGE FRAMING
MEMBER LOAD DIAGRAM
NOTES:
1. SUPERIMPOSED DEAD LOAD DOES NOT INCLUDE SELF-WEIGHT OF LIGHT GAGE-FRAMING MEMBER.
2. DESIGN BOTTOM CHORD:
DL = 7 PSF
DL (SOFFIT) = 2 PSF
3. DEAD LOAD AT FASCIA INCLUDES WEIGHTS OF BENT PLATE, FASCIA BOARD, AND GUTTER.
4. IN ADDITION TO DEAD LOADS SHOWN, THE BOTTOM CHORD SHALL BE DESIGNED FOR AN ADDITIONAL SINGLE CONCENTRATED LOAD OF 0.2 K
AT EACH PANEL POINT (APPLY ONE CONCENTRATED LOAD AT A TIME).
5. IN ADDITION TO LIVE LOADS SHOWN, THE TOP CHORD SHALL BE DESIGNED FOR AN ADDITIONAL SINGLE CONCENTRATED LOAD OF 0.3 K
WHICH CAN BE LOCATED AT ANY POINT ALONG THE MEMBER.
6. IN ADDITION TO LOADS SHOWN, CONNECTION SHALL BE DESIGNED TO RESIST 1.0 K OF LIVE LOAD IN ANY HORIZONTAL DIRECTION.
7. THE LOADS SHOWN ARE FOR LIGHT GAGE FRAMING MEMBER LGMT1.
8. REQUIRED MAX LIVE LOAD DEFLECTION = L/360
REQUIRED MAX TOTAL DEFLECTION = L/240
9. THE TRUSSES MUST BE DESIGNED FOR AN ADDITIONAL 3.3K OF AXIAL LOAD DUE TO OUT OF PLANE FORCES AT THE TOP OF THE WALLS.
10. (+) VALUES REFER TO LOADS ACTING UPWARDS. (-) VALUES REFER TO LOADS ACTING DOWNWARDS.
11. FOR ADDITIONAL INFORMATION, SEE SHEET S-001VC AND SPECIFICATION SECTION 05 40 00.
WALL 5 -25.3 18.9
WALL 4 -20.5 18.9
3R -89.8 16.0
3E -78.7 16.0
2N -58.9 16.0 -54.1 16.0 -47.7 16.0 -41.3 16.0
2R -50.9 16.0 -44.5 16.0 -34.9 16.0 -28.5 16.0
2E -42.9 16.0 -42.9 16.0 -33.3 16.0 -26.9 16.0
1 -34.9 16.0 -34.9 16.0 -22.1 16.0 -16.0 16.0
< 10 20 50 > 100
ZONE
TRIBUTARY AREA SQUARE FOOTAGE (FT^2)
WIND UPLIFT VALUES (PSF)
WIND UPLIFT DIAGRAM LIVE LOAD
8'0 4' 16'
4' 8'0 2'
PLAN NORTH
ROOF SOFFIT WIND LOADS
3/16" = 1'-0"S-103VC
4 VCC WALL C&C WIND LOADS
0 4' 8' 12'
M
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/0 4/
FINISH FLOOR 600T200-43
BRIDGING
@ 48" O.C. MAX
PER MFR.
2-600S200-43
GABLE END TRUSS,
BY TRUSS MFR.
2-600S200-43
22' - 10"
@ 16" O.C.
600S200-43
100' - 0"
7/16" RATED STAGGERED
SHEATHING (OSB),
SEE NOTE 4, 5, 6
600T200-43
TBE
OUTLOOKERS, SEE S102GH
BLOCKING, SEE S102GH
110' - 11"
100' - 0"
FINISH FLOOR
600T200-43
600T200-43
2-
0S
0-
2-
0S
0-
BRIDGING
@ 48" O.C. MAX
PER MFR.
BRIDGING
@ 48" O.C. MAX
PER MFR.
600T200-4
2-
0S
0-
2-
0S
0-
3' - 0" 9' - 0" 3' - 0"
2-600S200-43 & 2-600T200-43
2-600S200-43 & 2-600T200-43
600T200-43 600T200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
22' - 10"
3' - 11" 3' - 11"
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
S-303VC
7/16" RATED STAGGERED
SHEATHING (OSB),
SEE NOTE 4, 5, 6
600T200-43
2-
0S
0-
2-
0S
0-
S-302VC
GABLE END TRUSS, BY TRUSS MFR.
TBE
5'
0" 4'
0"
1'
OUTLOOKERS, SEE S102GH
BLOCKING, SEE S102GH
HOLDOWN LOCATION, SEE LIGHT
GAGE METAL FRAMING
CONNECTION SCHEDULE ON
SHEET S-001VC FOR MORE
DETAILS
110' - 11"
HOLDOWN LOCATION, SEE LIGHT
GAGE METAL FRAMING
CONNECTION SCHEDULE ON
SHEET S-001VC FOR MORE DETAILS
FINISH FLOOR
600T200-43
BRIDGING
@ 48" O.C. MAX
PER MFR.
BRIDGING
@ 48" O.C. MAX
PER MFR.
2-600S200-43
22' - 10"
2-600S200-43
600T200-43110' - 11"
TBE
7/16" RATED STAGGERED
SHEATHING (OSB),
SEE NOTE 4, 5, 6
100' - 0"
US Army Corps of Engineers ®
SHEET
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ADVERTISEMENT
S-
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3/8" = 1'-0"S-201VC
1 NORTH ELEVATION
3/8" = 1'-0"S-201VC
2 SOUTH ELEVATION
3/8" = 1'-0"S-201VC
3 INTERIOR ELEVATION
ELEV
ELEV
WALL ELEVATION NOTES:
1. WALL FRAMING DIMENSIONS ARE TO FACE OF FRAMING MEMBERS, TYPICAL.
2. OPENING WIDTH AND LOCATION DIMENSIONS ARE FOR ROUGH OPENING.
3. OVERALL WALL DIMENSIONS ARE TO OUTSIDE OF FRAMING.
4. SHEATHING SHALL BE OF 7/16" RATED STAGGERED OSB, ONE SIDE (FULL HEIGHT), ORIENTED PARALLEL TO FRAMING.
5. SHEATHING SHALL BE ATTACHED WITH EDGE FASTENERS (6" O.C., STAGGERED) AND FIELD FASTENERS (12" O.C.). BLOCKING WILL BE USED, AS REQUIRED, TO
ACHIEVE EDGE FASTENER SPACING. FASTENERS SHALL BE #8 (MINIMUM) SCREWS.
6. PLYWOOD, STRUCTURAL-USE, AND ORIENTED STRAND BOARD (OSB) PANELS SHALL ADHERE TO APA L870, APA S350, APA E445, AND APA F405 RESPECTIVELY.
FRAMING ELEVATION LEGEND
0 2' 4' 6'
0 2' 4' 6' 0 2' 4' 6'
GABLE TRUSS BY TRUSS MFR.
PLAN NORTH
ELEV
M
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2 0
TBE
FINISH 600T200-43 600T200-43
600T200-43
600T200-43
600T200-43
600T200-43 600T200-43
2-
0S
0-
2-
0S
0-
2-
0S
0-
2-
0S
0-
2-
0S
0-
2-
0S
0-
BRIDGING
@ 48" O.C. MAX
PER MFR.
BRIDGING
@ 48" O.C. MAX
PER MFR.
S-301VC
5' - 11" 3' - 0" 8' - 4" 3' - 4" 6' - 2" 3' - 4"
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
600S200-43
2-600S200-43 & 2-600T200-43
2-600S200-43 & 2-600T200-43
2-600S200-43 & 2-600T200-43
100' - 0"
600T200-43 110' - 11"
S-303VC
TYP
7/16" RATED STAGGERED
SHEATHING (OSB),
SEE NOTE 4, 5, 6
5'
0" 4'
0"
1'
7'
2"
GC SHALL ENSURE ALL
TRUSSES ARE INSTALLED
DIRECTLY ABOVE A STUD
STEEL ROOF DECK
OUTLOOKERS
S-303VC
S-303VC
HOLDOWN LOCATION, SEE LIGHT
GAGE METAL FRAMING CONNECTION
SCHEDULE ON SHEET S-001VC FOR
MORE DETAILS
33' - 6"
FINISH 600T200-43 600T200-43
600T200-43
600T200-43
2-
0S
0-
2-
0S
0-
43 BRIDGING
@ 48" O.C. MAX
PER MFR.
BRIDGING
@ 48" O.C. MAX
PER MFR.
600T200-43
2-
0S
0-
2-600S200-43 STUDS
TO ALIGN WITH
VESTIBULE WALL
2- 600S200-43
7' - 9"15' - 8"3' - 4"
100' - 0"
2-600S200-43 & 2-600T200-43
2-600S200-43 & 2-600T200-43
600T200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
@ 16" O.C.
600S200-43
2-
0S
0-
3' - 4"
110' - 11"
@ 16" O.C.
600S200-43
3' - 5"
S-303VC
S-303VC
TYP
7/16" RATED STAGGERED
SHEATHING (OSB),
SEE NOTE 4, 5, 6
TBE
7'
2"8'
8" 2'
3"
GC SHALL ENSURE ALL
TRUSSES ARE INSTALLED
DIRECTLY ABOVE A STUD
STEEL ROOF DECK
OUTLOOKERS
HOLDOWN LOCATION, SEE LIGHT
GAGE METAL FRAMING
CONNECTION SCHEDULE ON SHEET
S-001VC FOR MORE DETAILS
US Army Corps of Engineers ®
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ADVERTISEMENT
S-
2V C
3/8" = 1'-0"S-202VC
1 EAST ELEVATION
3/8" = 1'-0"S-202VC
2 WEST ELEVATION
EL
EV2
EL
EV 1
FRAMING ELEVATION LEGEND
0 2' 4' 6'
0 2' 4' 6'
WALL ELEVATION NOTES:
1. WALL FRAMING DIMENSIONS ARE TO FACE OF FRAMING MEMBERS, TYPICAL.
2. OPENING WIDTH AND LOCATION DIMENSIONS ARE FOR ROUGH OPENING.
3. OVERALL WALL DIMENSIONS ARE TO OUTSIDE OF FRAMING.
4. SHEATHING SHALL BE OF 7/16" RATED STAGGERED OSB, ONE SIDE (FULL HEIGHT), ORIENTED PARALLEL TO FRAMING.
5. SHEATHING SHALL BE ATTACHED WITH EDGE FASTENERS (6" O.C., STAGGERED) AND FIELD FASTENERS (12" O.C.). BLOCKING WILL BE USED, AS REQUIRED, TO
ACHIEVE EDGE FASTENER SPACING. FASTENERS SHALL BE #8 (MINIMUM) SCREWS.
6.PLYWOOD, STRUCTURAL-USE, AND ORIENTED STRAND BOARD (OSB) PANELS SHALL ADHERE TO APA L870, APA S350, APA E445, AND APA F405 RESPECTIVELY.
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
- G
EN
ER
AL
R
EV
IS
IO
N
S
/0 4/
2 0
| SITE/CIVIL | |
| CD103 | DEMOLITION PLAN - AREA 103 |
| CS103 | SITE PLAN - AREA 103 |
| CS503 | MISC. SITE DETAILS |
| CS506 | HANDICAP RAMP DETAILS |
| CS508 | SIDEWALK JOINTS DETAIL |
| CG302 | TYPICAL ROAD SECTIONS |
| CP101 | PAVING PLAN - AREA 101 |
| CP102 | PAVING PLAN - AREA 102 |
| CP103 | PAVING PLAN - AREA 103 |
| CP301 | TYPICAL PAVEMENT SECTIONS |
| CE100 | OVERALL EROSION CONTROL PLAN |
| CE101 | EROSION CONTROL PLAN - AREA 101 |
| CE102 | EROSION CONTROL PLAN - AREA 102 |
| CE103 | EROSION CONTROL PLAN - AREA 103 |
| CE104 | EROSION CONTROL PLAN - AREA 104 |
| CE105 | EROSION CONTROL PLAN - AREA 105 |
| CE107 | EROSION CONTROL PLAN - AREA 107 |
| GATEHOUSE | |
| STRUCTURAL | |
| S-102GH | ROOF FRAMING PLAN |
| S-201GH | NORTH AND SOUTH CMU WALL ELEVATIONS |
| S-202GH | EAST AND WEST CMU WALL ELEVATIONS |
| VISITOR CONTROL CENTER | |
| STRUCTURAL | |
| S-102VC | ROOF FRAMING PLAN |
| S-103VC | STANDING SEAM METAL ROOF LOADING DIAGRAM |
| S-201VC | NORTH AND SOUTH FRAMING ELEVATIONS |
| S-202VC | EAST AND WEST FRAMING ELEVATIONS |
File details come from the government source that posted it. Updated .