This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
===~~~r===£P~la~nN~a'-----.~==~-~ =---+-----=]=---;-:- d· MD....... Date I 7
Designe · AAf...... June 20 Date Drawn: .. _. ... l'J°RI< ..... ~~j_ _ __l'.D~e;.sc~r~lp~tl~a~n==-- Checked. ··· No.
Revisions
c "' "D
"' c Cf) Cf)
0 L u
"D L
.c f-
fm 0:: I
1
\ \ \
\ \
\ \\\. //
_ _[__ _ _L_--'~ _J
HAMPTON, VA
JACOBS ENG. GROUP. INC. BOSTON. MA
GEOTECHNICAL ENGINEER
Notes
I .
2.
3.
4.
5.
The horizontal datum is NSRS NAO 83 (20 I 11 Epoch 20 I 0.
The vertical datum is the average of the mean lower low water soundings, in feet, observed over the National Datum Epoch as shown on NOAA Navigational Chart 122£15 69th Ed., Feb. 2017.
The historic boring locations are approximate and based on record drawings of the original, 1950s, crossing and the second, 1970s, crossing.
Investigation locations indicated are approximate. Contractor to confirm locations of utilities and underground infrastructure with utility owners and with VDOT prior to commencement of work. The Contractor shall propose changes to investigation locations for the acceptance of the Engineer as required to safeguard existing utilities and underground infrastructure.
Vane shear test (VSTl and flat plate dilatometer (OMTl profiling locations shall be offset a few feet from the adjacent cone penetration test (CPTl or seismic cone penetration test (SCPTl location.
The horizontal datum Is NSRS NAO 83 (20 I I l Epoch 20 I 0.
The vertical datum is the average of the mean lower low water soundings, in feet, observed over the National Datum Epoch as shown on NOAA Navigational Chart I 22LJ5 69th Ed., Feb. 2017.
The historic boring locations are approximate and based on record drawings of the original, 1950s, crossing and the second, 1970s, crossing.
Investigation locations indicated are approximate. Contractor to confirm locations of utilities and underground infrastructure with utility owners and with VDOT prior to commencement of work. The Contractor shall propose changes to investigation locations for the acceptance of the Engineer as required to safeguard existing utilities and underground infrastructure.
Hampton Creek Approach Channel
' \ ' ' I
' ' I ' ' I
' ' I
'
I ' ' I ' ' I ' ' I
' I ' /
' ' I
\ ' ·,, ·,,
Vane shear test (VSTl and flat plate dilatometer (OMTl profiling locations shall be offset a few feet from the adjacent cone penetration test (CPTl or seismic cone penetration test (SCPTl location. ...... , _____________ -----
135 1 0 1 135 1 ·110 1 25,~)
"·~•m::i•m::m•o•i:.--------1 lee e e • ----~I GRAPHIC ::OCA_E Scale
I. The horizontal datum is NSRS NAO 83 (20 I I) Epoch 20 I 0.
2. The vertical datum is the average of the mean lower low water soundings, in feet, observed over the National Datum Epoch as shown on NOAA Navigational Chart 122'15 69th Ed .. Feb. 2017.
BORING NO.
3. The historic boring locations ore approximate and based on record drawings of the original, 1950s, crossing and the second, 1970s, crossing.
4. Investigation locations indicated ore approximate. Contractor to confirm locations of utilities and underground infrastructure with utility owners and with VDOT prior to commencement of work. The Contractor shall propose changes to investigation locations for the acceptance of the Engineer as required to safeguard existing utilities and underground infrastructure.
5. Vane shear test (VSTl and flat plate dilotometer WMTl profiling locations shall be offset a few feet from the adjacent cone penetration test (CPTl or seismic cone penetration test (SCPTl location.
B-0 I I B-012 B-013 B-014 B-015 B-016 B-017 B-018 B-019
SCPT-050 12 I 24 I 78. 95 CPT-051 12 124322.37 SCPT-052 12 124 126.99
Notes
35254'1'1. I I 3524926.5 I 3524408.90
NORTHING
3525649.95 3524926.5 I 3525 185.28
- 13.0 - 13.0 - 13.0
ELEV BAY BOTTOM MLLW DATUM
- 14.0 - 13.0 - 12.0
I. The horizontal datum is NSRS NAO 83 (20 I I) Epoch 20 I 0.
2. The vertical datum is the overage of the mean lower low water soundings, in feet, observed over the National Datum Epoch as shown on NOAA Navigational Chart 12245 69th Ed., Feb. 2017.
3.
4.
5.
I
I
The historic boring locations are approximate and based on record drawings of the original, 1950s, crossing and the second, 1970s, crossing.
Investigation locations indicated ore approximate. Contractor to confirm locations of utilities and underground infrastructure with utility owners and with VDOT prior to commencement of work. The Contractor shall propose changes to investigation locations for the acceptance of the Engineer as required to safeguard existing utilities and underground infrastructure.
Vane shear test (VSTl and flat plate dilotometer mMTl profiling locations shall be offset a few feet from the adjacent cone penetration test <CPTl or seismic cone penetration test (SCPT) location.
Description Dote
LEGEND
"Proposed boring location
0 Proposed CPT or SCPT location
• Proposed boring and CPT location
*Historic boring location approximate based on record drawing
1212'1799.96 1212'1902. I '1 I 2 I 2'1985.85 12125078. 19 12125167.72 12125327 .55 12125914.73
EASTING
I 2 I 2'1720.66 I 2 I 2'1848.87 I 2 I 2'1876.02 1212'1928.18 1212'1957.15 121250 18.03 12125048.4 7 12125078. 19 12125 I 08.00 12125137.83 12125 197 .52 12125241.9'1 12125'159.3'1 121256'17.6 I
I
,"-1
HB - 03-'I
' ' I
. I
! I
I ' '
I '
NORTHING
3524 I 6'1.03 3523366. 75 3522569.29 352 1733.80 3520923.49 3520 I 19.20 35 19351.'18
FEDERAL AID STATE SHEET STATEl---~-------------r----.-------------,
PROJECT ROUTE PROJECT NO.
VA. 6~ 6
Notes
I. The horizontal datum is NSRS NAO 83 (20 I I) Epoch 20 I 0.
2. The vertlcal datum is the average of the mean lower low water soundings, in feet, observed over the National Datum Epoch as shown on NOAA Navigational Chart 122'15 69th Ed., Feb. 2017.
3. The historic boring locations are approximate and based on record drawings of the original, 1950s, crossing and the second, 1970s, crossing.
4. Investigation locations indicated are approximate. Contractor to confirm locations of utilities and underground infrastructure with utility owners and with VDOT prior to commencement of work. The Contractor shall propose changes to investigation locations for the acceptance of the Engineer as required to safeguard existing utilities and underground infrastructure.
NORFOLK, VA
HB - 043
/ /
/
,...--""/
-. -, ' \ ' ' I
' /
/ /
/
/ ' '
LEGEND
Willoughby Bay
co
~Proposed boring location
0 Proposed CPT or SCPT location
• Proposed boring and CPT location
* Historic boring location approximate based on record drawing
I. The horizontal datum is NSRS NAO 83 (20 I I l Epoch 20 I 0.
2. The vertical datum is the average of the mean lower low water soundings, in feet, observed over the National Datum Epoch as shown on NOAA Navigational Chart 122'15 69th Ed., Feb. 2017.
3. The historic boring locations are approximate and based on record drawings of the original, 1950s, crossing and the second, 1970s, crossing.
'1. Investigation locations indicated are approximate. Contractor to confirm locations of utilities and underground infrastructure with utility owners and with VDOT prior to commencement of work. The Contractor shall propose changes to investigation locations for the acceptance of the Engineer as required to safeguard existing utilities and underground infrastructure.
5. Vane shear test (VSTl and flat plate dilatometer <DMTl profiling locations shall be offset a few feet from the adjacent cone penetration test (CPTl or seismic cone penetration test (SCPTl location.