af05902_Pre-Ad Plans.pdf
PDF 8 MB Posted
- Solicitation number
- 69056720B000012
About this file
This document includes preliminary plans and engineering drawings for the AK PFH 59(2), Snug Harbor Road Paving and Bike Lane, Phase 2 project. The plans provide design details such as existing survey control points, roadway stationing, estimated excavation quantities, drainage features including pipe locations and materials, and paving limits. The related federal contract opportunity is a pre-solicitation notice for the AK PFH 59(2) project seeking to pave and add bike lanes to Snug Harbor Road. The work will be completed for the Federal Highway Administration by the winning contractor.
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Other files
| File | Type | Posted |
|---|---|---|
| AK PFH 59(2) Prelim Letter_10-Sept-2020.pdf | ||
| Presol Snug Harbor.pdf |
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BRENT L COE Digitally signed by BRENT L COE Date: 2020.07.23 14:51:26 -07'00'PRELIMINARY - NOT FOR CONSTRUCTION
AK PFH 59(2) A.2
PRELIMINARY - N
OT FOR CONSTRUCTION
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
901 2368871.159 1680993.455 529.166 60°29'02.468828"N 149°46'30.135601"W 565.3063 0.999874909 5/8" IR W/ FHWA AL CAP 1.
902 2368720.165 1681277.594 517.726 60°29'00.972089"N 149°46'24.474946"W 553.8804 0.99987548 MAG NAIL W/ WASHER
903 2368695.563 1681539.620 512.498 60°29'00.720875"N 149°46'19.247034"W 548.6617 0.999875753 MAG NAIL W/ WASHER
904 2368373.763 1681894.020 489.229 60°28'57.539320"N 149°46'12.196234"W 525.4147 0.999876895 MAG NAIL W/ WASHER
905 2367949.433 1682059.550 483.012 60°28'53.354377"N 149°46'08.922316"W 519.2176 0.999877207 MAG NAIL W/ WASHER
906 2367821.499 1682420.345 482.517 60°28'52.081838"N 149°46'01.730937"W 518.7385 0.999877264 MAG NAIL W/ WASHER
12114 2369191.826 1680466.383 515.973 60°29'05.644709"N 149°46'40.633654"W 552.0859 0.999875491 5/8" IR W/ FHWA AL CAP
12115 2369052.575 1680731.306 529.250 60°29'04.264393"N 149°46'35.355445"W 565.376 0.999874881 5/8" IR W/ FHWA AL CAP
PROJECT :Snug Harbor Road Phase II DATE OF FIELD WORK : October 2019
PROJECT UNITS : US Survey feet COORDINATE SYSTEM : Alaska Zone 4 SPCS NAD83 (2011)
EPOCH DATE : 2010.000
VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b
To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.
c:
\p w -w or k\ d
S n u g H ar b or co n tr ol sh ee t.
xl sx
]S h ee t -N ov -2
:0
W
FL
H D
S ur ve y
W
FL
H D
S ur ve y
D es ig n ed b y:
C h ec ke d b y:
STATE PROJECT
D.4
SHEET
NUMBER
PFH 59(2)AK
SURVEY CONTROLPRELIMINARY - N
AK PFH 59(2) E.3
AK PFH 59(2) E.4
AK PFH 59(2) E.5
10.4 x 16 60501 -0000
60501 -0000
Station
E S T
IM
A T E D
M A X
IM
U M
C O
V E R
S T R U
C T U
R A L
E X C A V A T
IO
N
S T A N
D A R D
U N
D E R D
R A
IN
S Y S T E M
T Y
PE
S T A N
D A R D
U N
D E R D
R A
IN
S Y S T E M
T Y
PE
S K E W
A N
G
LE
A llo w ab le P ip e
M at er ia l (S ee k ey b el o w
B E V E
LS
V :n
H
B E V E
LS
V :n
H
REMARKS
See below for numbered notes
FEET CUYD LNFT LNFT Lt Rt 303+40 to 313+10 1024 303+40 24 303+80 29 304+15 24 304+92 47 305+97 32 306+50 47 307+00 32 307+50 47 308+00 32 308+50 47 309+00 32 309+50 47 310+00 32 310+50 47 311+00 32 311+50 47 312+00 32 312+50 41 313+00 50 314+00 to 315+50 153 314+00 47 314+50 32 315+00 47 315+50 32 318+00 to 319+00 106 318+00 46 318+50 32 319+00 44 322+40 to 324+35 157 322+40 32 323+00 41 323+60 30 324+20 40
PROJECT TOTAL 0 1440 1144
Allowable Pipe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
c:
\p w
-w or k\ d af ea
.x ls x] S h ee t -J u n -2
:0 P
M
D es ig n ed b y:
C h ec ke d b y:
STATE PROJECT
F.1
SHEET
NUMBER
PFH 59(2)AK
Note: The quantities shown hereon are approximate and are subject to field adjustments.
AK PFH 59(2) G.2
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