TNC3 SHEET 157 OF 449.pdf
PDF 1 MB Posted
- Attached to
- Y1PC--Tahoma National Cemetery, Ph 3 Federal contract opportunity
- Solicitation number
- 36C10F24R0011
About this file
This document appears to be a plan view and profile view for the construction of Road A as part of the Tahoma National Cemetery Phase 3 Development project. The project is being solicited by the Department of Veterans Affairs Office of Construction and Facilities Management under Solicitation Number 36C10F24R0011.
The plan view and profile view provide detailed engineering drawings for the approximately 550 linear feet of Road A, including the horizontal and vertical alignment, stationing, curve data, curb locations, and finish grade elevations. The drawings show the road construction will include new asphalt pavement, concrete pavement, and curb and gutter. Key details such as the beginning and ending stations, low point station and elevation, and vertical curve information are provided. The drawings reference related civil, structural, and utility drawings that are part of the overall bid documents for this project.
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Text version
0+00
1+00
2+00
3+00
4+00
5+00
6+00
BP
: 0
+0 0.
PC
: 1
+3 6.
PT: 5+61.77
R 25'
R25'
+8
20+00 co co co co co co co co co co co co co
STA=4+71.70
OFFSET=-13.00
STA=4+79.87
OFFSET=-22.00
GL 516.49
GL 513.76
GL 511.43
R 506.60
R 506.60
R 509.40
R 509.41
R 516.15
R 518.71
R 521.68
FG 517.12
GL 509.61
GL 511.43
GL 510.48
FG 523.17
0+00
1.
1.
9.
0.
1+00
7.
8.
6.
6.
2+00
7.
7.
8.
8.
3+00
0.
0.
3.
2.
4+00
5.
4.
8.
7.
5+00
0.
9.
5+50
P V
IS
: 0
+2 5.
P
V
IE
: 5
.5
-3.76%
4.78%
PVI STA = 2+26.50
PVI ELEV = 505.03
A.D. = 8.54% K = 20.50
175.00' VC
B V
C S
: 1 +3
9.
B V
C E
: 5
.3
E V
C S
: 3 +1
4.
E V
C E
: 5
.2
LOW PT. STA = 2+16.02
LOW PT ELEV = 506.87
FINISH GRADE
EXISTING GRADE
BEGIN ROAD "A"
STA: 0+25
ELEV: 512.57
R 506.60
R 509.40
R 516.15
R 518.71
LINE TABLE: ALIGNMENT ROAD A
LINE #
L15
L16
L17
L18
L19
L20
L21
L22
LENGTH
136.14
155.07
58.50
142.67
30.97
135.02
59.03
133.33
BEARING
N 06° 27' 21.25" E
N 45° 25' 54.51" W
N 10° 52' 58.90" W
S 68° 55' 21.44" W
S 26° 21' 15.67" E
S 22° 24' 38.43" W
S 48° 16' 21.80" E
S 25° 45' 52.68" E
START POINT
(N 146312.71, E 1327405.21)
(N 146835.66, E 1327283.33)
(N 147062.30, E 1327109.79)
(N 147268.61, E 1326830.42)
(N 146969.43, E 1326600.73)
(N 146727.14, E 1326621.87)
(N 146320.43, E 1326635.11)
(N 146187.64, E 1326749.67)
END POINT
(N 146447.98, E 1327420.52)
(N 146944.49, E 1327172.85)
(N 147119.75, E 1327098.75)
(N 147217.30, E 1326697.29)
(N 146941.68, E 1326614.48)
(N 146602.32, E 1326570.39)
(N 146281.14, E 1326679.17)
(N 146067.57, E 1326807.62)
CURVE TABLE: ALIGNMENT ROAD A
CURVE #
C14
C15
C16
C17
C18
C19
C20
RADIUS
470.00
225.00
200.00
180.00
260.00
250.00
300.00
LENGTH
425.64
135.67
349.74
299.32
221.29
308.41
117.85
CHORD DIRECTION
N 19° 29' 16.63" W
N 28° 09' 26.70" W
N 60° 58' 48.73" W
S 21° 17' 02.88" W
S 01° 58' 18.62" E
S 12° 55' 51.68" E
S 37° 01' 07.24" E
START POINT
(N 146447.9801, E 1327420.5215)
(N 146944.4852, E 1327172.8516)
(N 147119.7481, E 1327098.7483)
(N 147217.2967, E 1326697.2912)
(N 146941.6847, E 1326614.4796)
(N 146602.3175, E 1326570.3898)
(N 146281.1386, E 1326679.1657)
END POINT
(N 146835.6616, E 1327283.3281)
(N 147062.2977, E 1327109.7938)
(N 147268.6063, E 1326830.4196)
(N 146969.4336, E 1326600.7325)
(N 146727.1420, E 1326621.8660)
(N 146320.4265, E 1326635.1122)
(N 146187.6448, E 1326749.6661)
CURB LOCATION TABLE (ROAD A)
STATION TYPE SIDE OF ROAD
4+71.70 TO 6+44.42 VALLEY LEFT
7+62.84 TO 9+91.47 VALLEY LEFT
11+91.57 TO 14+15.61 VALLEY LEFT
16+68.74 TO 19+13.44 VALLEY LEFT
21+52.40 TO 23+57.99 VALLEY LEFT
N
SCALE:1
ROAD A - STA 0+00 TO 5+50 - PLAN VIEW
1" = 20'
0 20' 40'
CR105
157DAMB
ROAD A - STA 0+00 TO 5+50
SCALE:2
ROAD A - STA 0+00 TO 5+50 - PROFILE VIEW
V: 1"= 10' H: 1" = 20'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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:46
A M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
SECURITY:
IMEG, INC.
TEMPE, AZ 85281
309.793.3421
PETE MCGHEE
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362
TAHOMA NATIONAL CEMETERY
PHASE 3 DEVELOPMENT
919PC2010
FEBRUARY 2, 2024
18600 SE 240TH ST, KENT, WA 98042
BID DOCUMENTS
Date:
GEOTECHNICAL:
TERRACON
21905 64TH AVE W SUITE 100
MOUNTLAKE, WA 98043
425.771.3304
DENNIS STETTLER, PE
OF 449
KEY MAP
(N.T.S.)
IRRIGATION:
EC DESIGN GROUP,
LTD
400 5TH STREET
WEST DES MOINES, IA 50265
515.225.6365
LISA ESSY, ASIC
COST ESTIMATING:
LELAND SAYLOR
1777 OAKLAND BLVD #103
WALNUT CREEK, CA 94596
415.291.3200
JEFF SAYLOR
STRUCTURAL:
KPFF
1601 5TH AVE. SUITE 1600
SEATTLE, WA 98101
206.926.0455
JEFF CREAGAN, SE
COMMISSIONING:
CHARLOTTE ENGINEERS,
LLP
5838 MONROE RD. #100
CHARLOTTE, NC 28212
704.531.3000
BRIAN ANNICHARICO, PE
ARCHITECTURAL/MEP:
TOLAND MIZELL MOLNAR
INC.
590 MEANS ST. NW
ATLANTA, GA 30318
404.214.9774
RICK MASSEY, AIA
WASTEWATER:
ADC WASTEWATER
INC.
PO BOX 486
TACOMA, WA 98401
253.203.1200
ROCKY ANDERSON
N
Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230
BASE BID
BID DOCUMENTS
ROAD "A"
M
UNRO
M
EMO
R
IA
L
DR
IV
E
PULL-OFF PARKING
C
R
2CR301
MATCHLINE SHEET CR114
COLUMBARIA
COURT 8
M
ATCHLINE - SEE SHEET CR106
SEE CU-SERIES FOR STORM SEWER
STRUCTURE AND PIPE DATA.
XXX.XX
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
WETLAND #
NEW CURB & GUTTER
NEW ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
2" MILL & OVERLAY EXISTING
ASPHALT PAVEMENT
SPOT ELEVATION
GUTTER LINE
TOP OF CURB
FINISHED GRADE
TOP OF WALL
BOTTOM OF WALL
HIGH POINT
LOW POINT
EMERGENCY OVERFLOW
GL
TC
FG
TW
BW
HP
LP
EOF
0 20' 40'
(HORIZONTAL)
0 10' 20'
(VERTICAL)
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
AutoCAD SHX Text
8" WATER MAIN FOR IRRIGATION
AutoCAD SHX Text
4" WATER MAIN
AutoCAD SHX Text
8" WATER MAIN FOR IRRIGATION
AutoCAD SHX Text
4" WATER MAIN
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
2.5" WATER MAIN
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
| Sheets and Views |
| CR105 ROAD A - STA 0+00 TO 5+50 |
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