D-Sheets.pdf
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| A001.pdf | ||
| YELL_spreadsheet.xlsx | XLSX spreadsheet | |
| K-Sheets.pdf | ||
| C-Sheets.pdf | ||
| Physical_Data_WY_PRA_YELL_10(19).pdf | ||
| G-Sheets.pdf | ||
| T-Sheets_-_Final.pdf | ||
| P-sheets.pdf | ||
| X-Sheets_-_Final.pdf | ||
| S-Sheets_-_Final.pdf | ||
| H-Sheets.pdf | ||
| O-sheets.pdf | ||
| Plan_Request_for_WY_PRA_YELL_10(19).pdf | ||
| F-Sheets.pdf | ||
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| V-Sheets_-_Final.pdf | ||
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| U-Sheets_-_Final.pdf | ||
| B_-_SHEETS_-_Final.pdf | ||
| N-sheets.pdf | ||
| I-Sheets.pdf | ||
| J-Sheets.pdf | ||
| NorrisToGoldenGatePhase2-Plans-70_with_Canyon_Rim_sites.pdf | ||
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| Preliminary_Letter.pdf |
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ROADWAY QUANTITIES
TABULATION OF
NOTE:
2.
1.
embankment construction.
See Sheet O.1 for additional quantities for staged and surcharged approach roads.
See Sheet E.1 for additional quantities at parking areas and
D.1
STATE PROJECT
NUMBER
SHEET
WY
PRA YELL 10(19)
P
M
F e b r u a r y
U
S S u r ft
D c m y fi le s p w p r o d u c ti o n d y e ll fa .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
FOOTNOTE:
See Sheet E.4 for Grizzly Lake Trail section.1
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
74807
750075
75107510
,5
.6
,5
.7
-0.7500%
-6.4150%
400' VC
K = 71
SSD = 390'
J H
J H
1 2 3 4 5 6 NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22649
BEGIN PROJECT
Slope stake limits
Eleocharis
Thermal boundary
PB 11
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
See Geotechnical Report No. 12-15.
UTILITY OWNER CONTACTS
888.467.2669
Thomas Stewart
Primary Contact:
NORTH WESTERN ENERGY
YELLOWSTONE NATIONAL PARK
307.344.2317
Dan Rhodes sewer, Gas, Etc:
Water, Power, Telecommunications, NTS and tack joint
Saw cut pavement structure details
See Sheet C.3 for
EXISTING PAVEMENT
CONNECTION TO
N
Line to be constructed
Profile grade Existing ground
Catch point right
Catch point left
Wetland boundary
R
T
L
T
See sheet E.3 Turnout, Soft ground
Soft ground
El=7512.87
E=2454621.65
N=1893188.08
306+75
SCHEDULES A & B
WY PRA YELL 10(19)
See Sheet O.2
Embankment construction
See Sheet O.2
Embankment construction
Riprap ditch, Method A, Class 1, RT
Class 1, LT
Riprap ditch, Method A, CUYD
EXC.
CUYD
EMB.
312+50 310+00307+50 305+00302+50300+00297+50
7485 7485
7490 7490
7495 7495
7500 7500
7505 7505
7510 7510
7515 7515
7520 7520
7525 7525
D.2
STATE PROJECT
A e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fb .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
5,639
,4
.9
,4
.0
-3.3509%
-1.4285%
570' VC
K = 297
,4
.0
+0.0681%
390' VC
K = 261
,4
.3
490' VC
K = 121
SSD = 512'
T S
.5
S C
.5
C S
.7
S T
.7
T S
.3
S C
.3
1 1
6 1 7 1
5 2
7 2
0 3
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
Slope stake limitsCP
22650
CP
22651 boundary
Thermal
Spiral= NG703002B
Ls= 150.00' f Spiral= NG703002A
Ls= 150.00' f
Curve= NG703002
D
D
R= 575.00'
Ts= 336.80'
L= 340.19'
Spiral= NG704013A f
Ls= 135.00'
D
D
Curve= NG704013
R= 500.00'
Ts= 333.98'
L= 353.47'
NGG096 Stream
ELO2014-01
BH
TB 37
TB
TB 38
TB
TB 39
TB
K = 124
380' VC
See sheet E.3
Turnout, See sheet E.3
Turnout, See sheet E.3
Turnout, See sheet E.3
Turnout, 321+00 to 330+50 Roadway excavation is unsuitable waste2.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
Eleocharis
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y c u lv e r t.
I n s ta ll in c h p ip e
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
N
Profile grade
Existing ground
Line to be constructed
Type 3
Subexcavation
Catch point right
Catch point left
Wetland boundary
R
T
L
T
Soft Ground
Soft Ground
Type 4
Subexcavation
See O_Sheets
Embankment construction
See Sheet O.2
Embankment construction
CUYD
EXC.
CUYD
EMB.
327+50 325+00322+50 320+00317+50315+00312+50
7445 7445
7450 7450
7455 7455
7460 7460
7465 7465
7470 7470
7475 7475
7480 7480
7485 7485
D.3
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fc .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
21,242
1,179
743074
74507450
-3.9660%
,4
.0
+2.9
630' VC
K = 91
,4
.8
610' VC
K = 80
SSD = 416'
S C 325+
92.38
C S
.8
S T
.8
P C
.0
P T
.4
P C
.6
C S
.1
S C
.1
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22651
CP
22053
CP
22054
Line to be constructed
Spiral= NG704013B f
Ls= 135.00'
D
D
Curve= NG704013
R= 500.00'
Ts= 333.98'
L= 353.47'
D
Curve= NG701003
R= 4,500.00'
T= 101.71'
L= 203.39'
D
R= 1,350.00'
T= 179.30'
L= 356.52'
Curve= NG701001 f
Spiral= NG701002B
Ls= 132.00'
PB 12
IP
GLR2014-01
GB-08
BH
YELL 05-31
GLR2014-02
GB-09
Slope stake limits
See sheet E.3 Turnout, See sheet E.4
Grizzly Lake Trail, See sheet E.3 Turnout, See sheet L.1, F.2 Roadway Obliteration, S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f in le t.
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s
I n s ta ll c a tc h b a s in
F L
H t y p e m a s o n r y h e a d w a ll
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
321+00 to 330+50 , Roadwasy excavation is unsuitable waste.
See F_Sheets for wetland impacts and mitigation areas.
2.
1.
S e e G
S h e e ts
R e m o v a l o f p ip e c u lv e r t.
R T
N
Subexcavation
Type 3
Catch point right Existing ground
Profile grade
Catch point left
CUYD
EXC.
CUYD
EMB.
342+50 340+00337+50 335+00332+50330+00327+50
7425 7425
7430 7430
7435 7435
7440 7440
7445 7445
7450 7450
7455 7455
7460 7460
7465 7465
D.4
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fd .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
21,906
13,250
107410
7420 74
507450
707570
-4.6990%
,4
.1
+1.3986
430' VC
K = 71
,4
.8
-4.9750%
510' VC
K = 80
SSD = 416'
,4
.9
350' VC
K = 86
S C
.1
P T
.7
P C
.8
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22055
CP
22655
Curve= NG701002
D
R= 1,000.00'
T= 680.14'
L= 1,194.55'
GB-09
GLR2014-03
GB-11
GB-10
GB-13
YELL 05-33
GB-14
GB-15
YELL 05-32
GB-12
Slope stake limits
57,899
21,111
See sheet E.3
Turnout, S e e G
S h e e ts
R e m o v a l o f h e a d w a ll
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s
I n s ta ll c a tc h b a s in
F L
H t y p e h e a d w a ll
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s
I n s ta ll c a tc h b a s in
F L
H t y p e m a s o n r y h e a d w a ll
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
I n s ta ll c a tc h b a s in
F L
H t y p e m a s o n r y h e a d w a ll
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1.
LEGEND
FOOTNOTE:
Drive probe location1
See Geotechnical Report No. 12-15.
reference number
Test boring location and boring mitigation areas.
See F_Sheets for wetland impacts and
NGG096 Stream
N
Line to be constructed
Slope stake limits
Thermal boundary
Profile grade
Existing ground
Catch point right
Catch point left
Wetland boundary
Riprap ditch, Method A, Class 1, RT
CUYD
EXC.
CUYD
EMB.
357+50 355+00352+50 350+00347+50345+00342+50
7405 7405
7410 7410
7415 7415
7420 7420
7425 7425
7430 7430
7435 7435
7440 7440
7445 7445
D.5
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fe .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
JH
JH
54628
-0.9088%
P C
.8
P T
.7
CP
22056
CP
22656
D
Curve= NG502002
R= 3,000.00'
T= 746.84'
L= 1,463.92'
PB 13
TB-40
TB 41
TB
NOTE:
2.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
1.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
will be wasted.
reused in this section. Excess roadway excavation material and in Solfatara Parking Area and Approach road needs to be
365+00 to 385+00 Roadway excavation on Grand Loop Road
See F Sheets for wetland impacts and mitigation areas.
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CUYD
EXC.
CUYD
EMB.
372+50370+00367+50365+00362+50360+00357+50
7385 7385
7390 7390
7395 7395
7400 7400
7405 7405
7410 7410
7415 7415
7420 7420
7425 7425
D.6
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll ff .d g n
WY PRA YELL 10(19)
e b r u a r y
C h e c k e d b y
D e s ig n e d b y
N
Line to be constructed
Profile grade
Existing ground
Slope stake limits
Slope stake limits
Wetland boundary
Catch point right
Catch point left
9,290
See sheet E.3 Turnout, See sheet E.3 Turnout, See sheet E.3 Turnout, 2.
1.
2,188
,4
.5
1,000' VC
K = 495
,4
.9
+1.1100%
-1.4607%
329' VC
K = 128
SSD = 584'
,4
.7
+2.9
400' VC
K = 91
P T
.7
0 P
C
.3
P T
.2
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22057
CP
22658
D
Curve= NG503035
R= 3,000.00'
T= 336.34'
L= 669.89'
NGG226 Stream
PB 14
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
8,422
See sheet E.5
Solfatara Parking Area, See sheet E.3
Turnout, See sheet E.3
Turnout, NOTE:
2.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number 1See Geotechnical Report No. 12-15.
will be wasted.
reused in this section. Excess roadway excavation material and in Solfatara Parking Area and Approach road needs to be
365+00 to 385+00 Roadway excavation on Grand Loop Road
N
Profile grade
Existing ground
Slope stake limits
Catch point left
Catch point right
Wetland boundary
Line to be constructed
Overhead power line
CUYD
EXC.
CUYD
EMB.
387+50 385+00382+50 380+00377+50375+00372+50
7385 7385
7390 7390
7395 7395
7400 7400
7405 7405
7410 7410
7415 7415
7420 7420
7425 7425
D.7
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fg .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
7410 7410
74307430
7450 7450
,4
.9
-3.3713%
760' VC
K = 120
SSD = 509'
,3
.3
+1.3528
580' VC
K = 123
,4
.3
400' VC
K = 137
SSD = 569'
P C
.1
P T
.1
P C
.8
5 P
T
.9
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22659 CP
22660
D
Curve= NG503032
R= 2,000.00'
T= 65.54'
L= 131.03'
D
Curve= NG503034
R= 2,300.00'
T= 192.99'
L= 385.08'
NGG232 Stream
PB 14
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
6,638
See sheet E.3
Turnout, See sheet E.3
Turnout, See sheet E.3
Turnout, S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1.See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
2,298
N
Existing ground
Profile grade
Line to be constructedSlope stake limits
Slope stake limits
Wetland boundary Thermal boundary
Catch point right
Catch point left
See sheet E.2 approach road, Beaver Lake Picnic Area
41.6' Paved apron
CUYD
EXC.
CUYD
EMB.
402+50 400+00397+50 395+00392+50390+00387+50
7385 7385
7390 7390
7395 7395
7400 7400
7405 7405
7410 7410
7415 7415
7420 7420
7425 7425
D.8
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fh .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
-1.5698%
,3
.3
1,200' VC
K = 506
T S
.5
S C
.5
C S
.0
S T
.0
P C
.3
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22661
Wetland boundary
Catch point right f
Spiral= NG708001B
Ls= 150.00' f
Spiral= NG708001A
Ls= 150.00'
D
D
Curve= NG708001
R= 850.00'
Ts= 267.15'
L= 227.52'
D
Curve= NG708002
R= 1,600.00'
T= 421.53'
L= 824.32'
GB-16
GB-17
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1.See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
See Geotechnical Report No. 12-15.
boring reference number
Test boring location and
S e e G
S h e e ts
R e m o v a l o f p ip e c u lv e r t.
Wetland boundary
Wetland boundary
N
Profile grade
Existing ground
Slope stake limits
Slope stake limits
Line to be constructed
Catch point left
15,995
1,835
See sheet E.3
Turnout, CUYD
EXC.
CUYD
EMB.
417+50 415+00412+50 410+00407+50405+00402+50
7370 7370
7375 7375
7380 7380
7385 7385
7390 7390
7395 7395
7400 7400
7405 7405
7410 7410
D.9
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fi .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
07450
74607460
,3
.5
+0.8018%
-1.2370%
400' VC
K = 196
SSD = 729'
,3
.7
630' VC
K = 313
HI
STORI
CAL L
ANDMARK
BOUNDARY
OBSI
DI
AN
CLI
FF
N
ATI
ONAL
HI
STORI
CAL L
ANDMARK
BOUNDARY
OBSI
DI
AN
CLI
FF
N
ATI
ONAL
P T
.6
P C
.6
P C
C
.8
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22058
CP
22059
CP
22060
D
R= 1,600.00'
Curve= NG708002
T= 421.53'
L= 824.32'
D
Curve= NG503026
R= 1,450.00'
T= 425.22'
L= 827.25'
GB-18
GB-19
OK 2013-01
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
N
Existing ground
Profile grade
Organic boundary
Catch point right
Line to be constructed
Slope stake limits
Remove existing drystack wall
Historical Landmark Boundary
Obsidian Cliff National
Catch point left
1,828
See sheet E.3
Turnout, See sheet E.3
Turnout, CUYD
EXC.
CUYD
EMB.
432+50 430+00427+50 425+00422+50420+00417+50
7370 7370
7375 7375
7380 7380
7385 7385
7390 7390
7395 7395
7400 7400
7405 7405
7410 7410
D.10
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fj .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
23,634
7410 7410
+0.7774%
,3
.5
80' VC
K = 107
,3
.6
+1.521 9%
-4.3010%
300' VC
K = 52
SSD = 335'
,3
.0
135' VC
K = 51
-1.6697%
A27
HISTORICAL LANDMARK BOUNDARY
OBSIDIAN CLIFF NATIONAL
HISTORICAL LANDMARK BOUNDARY
OBSIDIAN CLIFF NATIONAL
P C
C
.8
P T
.8
P C
.3
P T
.0
P C
.4
P T
.3
P C
.9
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
Standard
CP
22664
GPS
CP1015
Curve= NG503104
D
R= 1,690.00'
T= 267.71'
L= 531.02'
D
Curve= NG503102
R= 485.00'
T= 83.16'
L= 164.71'
L= 201.91'
T= 101.77'
R= 650.00'
D
Curve= NG503101
D
Curve= NOC701005
R= 535.00'
T= 213.46'
L= 406.21'
OK 2013-01
OK 2013-02
YELL04-5A
BH
YELL04-5
YELL04-6
OK 2013-03
OK 2013-04
OK2014-08
OK 2013-05
YELL04-31
OK2014-09
PB 15
OK 2013-06
OK 2013-06A
YELL04-7
YELL04-9
YELL04-10A
YELL04-10
Type 3
Subexcavation
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll
R e m o v a l o f p ip e c u lv e r t.
NOTE:
1.
LEGEND
FOOTNOTE:
1 1
Drive probe location1
See Geotechnical Report No. 12-15.
reference number
Test boring location and boring and mitigation areas.
See F_Sheets for wetland impacts S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
Ditch reconditioning, RT
See Sheet G.18 underdrain system, RT and Section 105.
Use Obsidian rock source. See Sheet M.9
Obsidian Creek
S to n e m a s o n r y h e a d w a ll r e p a ir
P la c e d r ip r a p m e th o d A c la s s
3,249
See sheet E.7
Obsidian Cliff Trail, See sheet E.3
Turnout, See sheet E.6
Parking Area
Obsidian Cliff
N
Profile grade
Slope stake limits
Slope stake limits
Line to be constructed
Historical Landmark Boundary
Obsidian Cliff NationalWetland boundary
Existing ground drystack wall existing
Remove
Catch point left
Catch point right
Organic boundary
Rockery wall
Rockery Wall
Class 2
Special Rock Embankment, LT
CUYD
EXC.
CUYD
EMB.
447+50 445+00442+50 440+00437+50435+00432+50
7365 7365
7370 7370
7375 7375
7380 7380
7385 7385
7390 7390
7395 7395
7400 7400
7405 7405
See sheet G.5
Culvert Headwall Repair, Obsidian Cliff
Rockery Wall
Class 5
Special Rock Embankment, RT
Removal of boulder, stockpile
Removal of boulder, stockpile
Riprap ditch, Method A, Class 1, RT
D.11
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fk .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
See Sheet G.18
Standard underdrain system, RT
73707370
7380 7380
7400 7400
7410 7410
74107420
7450 7450
7510 7510
75107520 7520
,3
.6
185' VC
K = 51
,3
.9
+1.98 13% -1.3876%
170' VC
K = 50
SSD = 405'
,3
.8
170' VC
K = 50
,3
.9
+2.03 00%
230' VC
K = 50
SSD = 350'
,3
.8
-2.5527%
+1.673 6%
B27
HISTORICAL LANDMARK BOUNDARY
OBSIDIAN CLIFFS NATIONAL
HISTORICAL LANDMARK BOUNDARY
OBSIDIAN CLIFFS NATIONAL
P T
.1
P C
.0
5 P
T
.7
P C
.1
8 3
9 5
2 5
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22061
CP
22062
Rockery Wall
MSE Wall Slope stake limits
YELL04-11
OK 2013-07
OK2014-10
OK2014-11
OK2014-12
BH
OK2014-13
230' VC
K = 54
7,577
See sheet E.3
Turnout, Terminal section type MELTM
M
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
RT, Class 2
Special Rock Embankment
S e e G
S h e e ts
I n s ta ll c a tc h b a s in F
L H t y p e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number 1See Geotechnical Report No. 12-15.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
C o n s tr u c t s to n e m a s o n r y h e a d w a ll
I n s ta ll c a tc h b a s in F
L H t y p e
I n s ta ll in c h p ip e c u lv e r t.
mitigation areas.
See F_Sheets for wetland impacts and
N
Historical Landmark Boundary
Obsidian Cliff National
Slope stake limits
Line to be constructed
Existing ground
Profile grade
Rockery Wall
Catch point left
Catch point right boundary
Wetland
CUYD
EXC.
CUYD
EMB.
462+50 460+00457+50 455+00452+50450+00447+50
7350 7350
7355 7355
7360 7360
7365 7365
7370 7370
7375 7375
7380 7380
7385 7385
7390 7390
Special Rock
Embankment, RT Class 5
Embankment, RT Class 3
Special Rock
Guardrail, RT
See sheet E.6
Obsidian Cliff Parking Area, Class 5
Special Rock Embankment, RT
See H.3 to H.7
MSE Wall
.9
D.12
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fl .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
Obsidian Creek
73507
7390 7390
7400 7400
7420 7420
207430
7430 7430 743
7440 7440 7440
07470
07480
,3
.1
-1.5608%
170' VC
K = 53
SSD = 419'
,3
.0
-0.9963%
,3
.3
240' VC
K = 93
,3
.6
+1.576 8%
290' VC
K = 122
SSD = 599'
HISTORICAL LANDMARK BOUNDARY
OBSIDIAN CLIFFS NATIONAL
P C
C
.1
6 5
7 5
9 6
1 6
3 6 4 6
5 6 6 6
9 7 0 7
4 7
6 7
8 7
0 8 1 8
7 8
3 9
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
CP
22665
CP
22666
Historical Landmark Boundary
Obsidian Cliff National
Slope stake limits
Wetland Boundary
Line to be constructed
Profile grade
Existing ground
Rockery Wall Rockery Wall
Rockery Wall
Rockery Wall
Catch point left
Reinforced Soil Slope
Catch Point Right limits
Slope stake
Rockery wall
Rockery wall
Rockery wall
OK2014-14
OK2014-15
OK2014-16
OK2014-17
OK2014-18
PB 17
5,791
See H. 3 & H.4
MSE Wall
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts h e a d w a ll
C o n s tr u c t s to n e m a s o n r y
I n s ta ll c a tc h b a s in F
L H t y p e
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts h e a d w a ll
C o n s tr u c t s to n e m a s o n r y
I n s ta ll c a tc h b a s in F
L H t y p e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
I n s ta ll c a tc h b a s in F
L H t y p e
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
300' VC
K = 531
Obsidian Creek
Curve= NOC6103
R= 4,450.00'
T= 1,287.96'
L= 2,507.41'
D
N
CUYD
EXC.
CUYD
EMB.
477+50 475+00472+50 470+00467+50465+00462+50
7345 7345
7350 7350
7355 7355
7360 7360
7365 7365
7370 7370
7375 7375
7380 7380
7385 7385
Rockery Wall
Rockery Wall
5 Rockery Wall
0 Rockery Wall
MSE Wall
D.13
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fm .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
-0.7982%
,3
.5
+1.548 4%
220' VC
K = 94
,3
.0
-2.6339%
506' VC
K = 121
SSD = 511'
,3
.9
-0.8525%
300' VC
K = 168
P T
.6
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
Line to be constructed
Slope stake limits
Slope stake limits
Profile grade
Existing ground
CP
22667
Catch point left
Catch point right
Subexcavation
Type 5
LPL2014-01
BH
LPL2014-02
Subexcavation
Type 5
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
5,121
See sheet E.3
Turnout, See sheet E.3
Turnout, See sheet E.3
Turnout, Terminal section type MELTM
M
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s m a s o n r y h e a d w a ll to ta l)
C o n s tr u c t s to n e
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
Wetland boundary
1,502
N
CUYD
EXC.
CUYD
EMB.
492+50 490+00487+50 485+00482+50480+00477+50
7335 7335
7340 7340
7345 7345
7350 7350
7355 7355
7360 7360
7365 7365
7370 7370
7375 7375
D.14
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fn .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
,3
.4
-0.8525% +1.94
18%
255' VC
K = 91
,3
.1
800' VC
K = 161
SSD = 590'
P C
.5
P T
.8
P C
.2
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
Line to be constructed
Slope stake limits
Wetland boundary
GPS
22668
CP
22063
Profile grade
Existing ground
Catch point right
Catch point left
L= 520.26'
T= 264.28'
R= 1,200.00'
Curve= NOCW7002
D
PB 18
4,050
See sheet E.8
Mount Holmes Trailhead, Turnout, See Sheet E.3
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
tie-in alignment
Schedule A to existing
Transition
S e e G
S h e e ts h e a d w a ll
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll t o ta l)
R e m o v a l o f p ip e c u lv e r t
1,237
N
CUYD
EXC.
CUYD
EMB.
507+50 505+00502+50 500+00497+50495+00492+50
7325 7325
7330 7330
7335 7335
7340 7340
7345 7345
7350 7350
7355 7355
7360 7360
7365 7365
D.15
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fo .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
7340 7340
,3
.6
-3.0248%
436' VC
K = 71
,3
.6
+3.1
+1.85 60%
100' VC
K = 80
SSD = 914'
,3
.3
-2.6636%
365' VC
K = 81
SSD = 421'
,3
.4
-2.1003%
70' VC
K = 124
,3
.1
,3
.0
(Sch. A tie)
170' VC
,3
.0
S c h
A t ie
(Sch. A tie)
-3.0248%
(Sch. A tie)
-3.2460%
,3
.7
S c h
A t ie
(Sch. A tie)
-1.2880%
(Sch. A tie)
150' VC
S c h
A t ie
S c h
A t ie
0 5 5 P
T
.7
P C
.7
P T
.8
CP
22669
CP
22670
Line to be constructed Slope stake limits
Profile grade
Existing ground
Subexcavation
Type 1
Subexcavation
Type 3
N
Curve= NG706001
D
R= 2,400.00'
T= 456.65'
L= 902.51'
L= 308.08'
T= 154.09'
D
R= 5,000.00'
Curve= NG706002
Obsidian Creek
Subexcavation
Type 1
AS 2013-01
AS2014-03
YELL 04-17
PB 19
system, RT underdrain
Standard
SUSPEND SCHEDULE A
Removal of boulder, stockpile
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s r o c k f a c e f in is h
C o n tr u c t c la s s B m a s o n r y r e ta in in g w a ll w in g w a ll
I n s ta ll r e in fo r c e d c o n c r e te h e a d w a ll f o r b o x c u lv e r t.
C o n s tr u c t s to n e m a s o n r y
I n s ta ll c o n c r e te b o x c u lv e r t.
R e m o v a l o f b o x c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
NOTE:
1.LEGEND
FOOTNOTE:
Drive probe location1
See Geotechnical Report No. 12-15.
reference number
Test boring location and boring and mitigation areas.
See F_Sheets for wetland impacts tie-in alignment
Schedule A
Transition to existing tie-in alignment
Schedule A
SCHEDULE B ONLY
NPS Drwg. No. 101/130820
NPS PMIS No. 86308 & 2131522
SCHEDULE A & B
water line. (Do not disturb)
Existing underground
Catch point right
Catch point left
Wetland boundary
CUYD
EXC.
CUYD
EMB.
522+50 520+00517+50 515+00512+50510+00507+50
7315 7315
7320 7320
7325 7325
7330 7330
7335 7335
7340 7340
7345 7345
7350 7350
7355 7355
Special Rock
LT Class 3
Embankment, Type 3
Subexcavation
See Sheet G.18
(Do not disturb)
Apollinaris Spring
See Sheet E.3
Turnout, See sheet E.3
Turnout, 511+50
WY PRA YELL 10(19)
D.16
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fp .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
Transition to existing
See sheets G.6 to G.7
& stream work, Apollinaris box culvert
Apollinaris box culvert.
(Do not disturb)
Old growth trees.
1,166 3,285
W e tla n d B o u n d a r y
,3
.0
-0.5000%
333' VC
K = 208
,3
.4
+0.5413%
418' VC
K = 401
P C
.2
P T
.6
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
N
CP
22064
CP
22671
Line to be constructed
Slope stake limits
Profile grade
Existing ground
Catch point right
Catch point left
Wetland boundary
Curve= NG701007
D
R= 3,000.00'
T= 366.04'
L= 728.48'
I n s ta ll in c h p ip e c u lv e r t.
C o n s tr u c t s to n e m a s o n r y h e a d w a ll to ta l)
S e e G
S h e e ts
Type 3
Subexcavation
See sheet E.3
Turnout, Standard
See Sheet G.18
Turnout, See sheet E.3 replacement work at Obsidian Creek.
Area can be used for staging the culvert
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
Underdrain System, RT
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
See Sheet E.11
Apollinaris Picnic Area Approach Road
CUYD
EXC.
CUYD
EMB.
537+50 535+00532+50 530+00527+50525+00522+50
7305 7305
7310 7310
7315 7315
7320 7320
7325 7325
7330 7330
7335 7335
7340 7340
7345 7345
D.17
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fq .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
0 7320
73207320
,3
.0
-1.7414%
520' VC
K = 228
SSD = 733'
,3
.4
+0.1500%(Sch. B tie) +0.4435%
,3
.8
S c h
B t ie
P C
.3
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522N
Line to be constructed
Slope stake limits
Profile grade
Existing ground
Wetland boundary
5 Subexcavation
Type 3
CP
22065
GPS
22672
Catch point left
Catch point right
NGG069 Stream
NGG057s4 Stream
Subexcavation
Type 3
PB 20
AS 2013-02
580' VC
K = 307
Standard underdrain system
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
1,449
3,150
See sheet E.3
Turnout, See sheet E.3
Turnout, See sheet E.3
Turnout, See Sheet G.18
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number 1See Geotechnical Report No. 12-15.
tie-in alignment
Schedule B
Transition to existing tie-in alignment
Schedule B
Transition to existing
S e e G
S h e e ts
P la c e d r ip r a p m e th o d A c la s s h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
Organic Boundary
Class 2 (For Landslide)
Special Rock Embankment, LT
See sheet E.9
Parking Area, Moose Exhibit
(Do not disturb)
Mound wetland
CUYD
EXC.
CUYD
EMB.
552+50 550+00547+50 545+00542+50540+00537+50
7300 7300
7305 7305
7310 7310
7315 7315
7320 7320
7325 7325
7330 7330
7335 7335
7340 7340
D.18
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fr .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
,3
.9
400' VC
K = 348
SSD = 1138'
,3
.0
-1.0000%
250' VC
K = 192
,3
.7
+0.3000%
-1.0776%
250' VC
K = 181
SSD = 908'
,3
.5
(Sch. B tie)
500' VC
(Sch. B tie)
-0.4770%
S c h
B t ie
S c h
B t ie
,3
.3
P T
.6
P C
.1
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
N
CP
22066
CP
22067
Slope stake limits
Profile grade
Existing ground
Wetland boundary
Subexcavation
Type 3
Catch point left
Curve= NG707101
D
R= 4,700.00'
T= 516.74'
L= 1,029.35'
NGG073 Stream
Catch point right
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
R e m o v a l o f h e a d w a ll to ta l)
R e m o v a l o f p ip e c u lv e r t.
2,310
SCHEDULE B ONLY
SUSPEND SCHEDULE B
Transition to existing
Line to be constructed
S e e G
S h e e ts h e a d w a ll to ta l)
C o n s tr u c t s to n e m a s o n r y
I n s ta ll in c h p ip e c u lv e r t.
NOTE:
1. See F_Sheets for wetland impacts and mitigation areas.
LEGEND
FOOTNOTE:
Drive probe location1
Test boring location and boring reference number
See Geotechnical Report No. 12-15.
tie-in alignment
Schedule B
Transition to exis ting
(Do not disturb)
Parking area
FUTURE PROJECT (GRAND LOOP ROAD, NORRIS TO GOLDEN GATE, PHASE 3)
tie-in alignment
Schedule B
2,262
556+50
WY PRA YELL 10(19)
CUYD
EXC.
CUYD
EMB.
567+50 565+00562+50 560+00557+50555+00552+50
7295 7295
7300 7300
7305 7305
7310 7310
7315 7315
7320 7320
7325 7325
7330 7330
7335 7335
D.19
STATE PROJECT
e b r u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fs .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
1013 1873196.422 2464721.476 7478.088 44°44'17.342135"N 110°41'55.966706"W 7450.1215 0.99961094 1/2" IR w/YPC 1.
1015 1903443.547 2457385.644 7379.800 44°49'15.444279"N 110°43'40.916299"W 7352.1088 0.99961836 1/2" IR w/YPC
22041 1873655.459 2464219.805 7496.565 44°44'21.837239"N 110°42'02.964966"W 7468.6005 0.99961024 1/2" IR w/YPC
22042 1876679.789 2460833.199 7552.499 44°44'51.443618"N 110°42'50.207665"W 7524.5479 0.99960882 1/2" IR w/YPC
22043 1877453.676 2460614.729 7519.725 44°44'59.068373"N 110°42'53.317979"W 7491.7798 0.99961047 1/2" IR w/YPC
22044 1877747.132 2460341.188 7513.647 44°45'01.945026"N 110°42'57.139896"W 7485.7035 0.99961086 1/2" IR w/YPC
22045 1879087.244 2457772.618 7537.091 44°45'14.978791"N 110°43'32.878235"W 7509.159 0.99961072 1/2" IR w/YPC
22046 1882498.556 2456342.712 7545.146 44°45'48.550499"N 110°43'53.069640"W 7517.2461 0.99961088 1/2" IR w/YPC
22047 1886568.123 2455475.780 7557.175 44°46'28.665377"N 110°44'05.536773"W 7529.3207 0.99961063 1/2" IR w/YPC
22048 1886950.545 2455091.992 7555.006 44°46'32.411051"N 110°44'10.899538"W 7527.1553 0.99961089 1/2" IR w/YPC
22049 1887537.769 2454036.992 7563.527 44°46'38.125447"N 110°44'25.590340"W 7535.6868 0.99961089 1/2" IR w/YPC
22050 1887900.041 2453885.393 7568.474 44°46'41.690442"N 110°44'27.732561"W 7540.6384 0.99961071 1/2" IR w/YPC
22051 1888631.352 2453893.833 7583.461 44°46'48.912119"N 110°44'27.697533"W 7555.634 0.99960999 1/2" IR w/YPC
22052 1890543.697 2454263.674 7542.055 44°47'07.824203"N 110°44'22.784112"W 7514.2483 0.99961182 1/2" IR w/YPC
22053 1895389.005 2452799.355 7430.405 44°47'55.549694"N 110°44'43.633794"W 7402.6544 0.99961772 1/2" IR w/YPC
22054 1896004.169 2452764.714 7426.662 44°48'01.621042"N 110°44'44.183686"W 7398.9153 0.99961791 1/2" IR w/YPC
22055 1896573.675 2452965.808 7415.919 44°48'07.260511"N 110°44'41.459071"W 7388.1756 0.99961835 1/2" IR w/YPC
22056 1897579.131 2454818.216 7400.660 44°48'17.336413"N 110°44'15.880437"W 7372.9301 0.99961835 1/2" IR w/YPC
22057 1898218.722 2455378.551 7404.529 44°48'23.696206"N 110°44'08.179992"W 7376.8043 0.99961795 1/2" IR w/YPC
22058 1901770.664 2456980.374 7389.270 44°48'58.894443"N 110°43'46.354289"W 7361.5712 0.99961806 1/2" IR w/YPC
22059 1902260.023 2457208.156 7392.909 44°49'03.744247"N 110°43'43.248309"W 7365.2119 0.9996178 1/2" IR w/YPC
22060 1902884.248 2457289.317 7375.571 44°49'09.914211"N 110°43'42.191109"W 7347.8772 0.9996186 1/2" IR w/YPC
22061 1904647.680 2457134.036 7375.808 44°49'27.314168"N 110°43'44.539693"W 7348.1237 0.99961865 1/2" IR w/YPC
22062 1905172.961 2457345.550 7372.246 44°49'32.517373"N 110°43'41.662921"W 7344.5607 0.99961874 1/2" IR w/YPC
22063 1908964.734 2456727.824 7349.820 44°50'09.908786"N 110°43'50.652743"W 7322.1481 0.99962004 1/2" IR w/YPC
22064 1911839.996 2455820.253 7328.213 44°50'38.227417"N 110°44'03.566870"W 7300.5526 0.99962142 1/2" IR w/YPC
22065 1913643.283 2455526.836 7324.204 44°50'56.009742"N 110°44'07.840107"W 7296.5466 0.99962173 1/2" IR w/YPC
22066 1915417.856 2455471.460 7319.239 44°51'13.527375"N 110°44'08.806562"W 7291.5806 0.99962198 1/2" IR w/YPC
22067 1916142.530 2455521.813 7313.110 44°51'20.686749"N 110°44'08.188371"W 7285.45 0.99962226 1/2" IR w/YPC
22068 1917681.576 2455431.703 7310.496 44°51'35.876028"N 110°44'09.610930"W 7282.8291 0.99962242 1/2" IR w/YPC
22069 1918299.825 2455293.229 7305.566 44°51'41.969577"N 110°44'11.602367"W 7277.8981 0.99962271 1/2" IR w/YPC
22070 1919309.022 2455153.571 7313.313 44°51'51.923207"N 110°44'13.654055"W 7285.6425 0.99962239 1/2" IR w/YPC
22071 1920959.381 2454938.660 7318.821 44°52'08.201604"N 110°44'16.822561"W 7291.1459 0.99962221 1/2" IR w/YPC
22072 1922530.342 2455085.768 7306.373 44°52'23.724820"N 110°44'14.955679"W 7278.6903 0.99962275 1/2" IR w/YPC
22073 1925203.796 2455995.806 7292.981 44°52'50.194418"N 110°44'02.616380"W 7265.276 0.99962304 1/2" IR w/YPC
22074 1927024.845 2456762.323 7277.207 44°53'08.235777"N 110°43'52.172943"W 7249.4869 0.9996235 1/2" IR w/YPC
22621 1874211.832 2463844.783 7514.939 44°44'27.302849"N 110°42'08.219146"W 7486.9781 0.9996095 1/2" IR w/YPC
22622 1874372.647 2463408.361 7537.499 44°44'28.857953"N 110°42'14.282494"W 7509.5374 0.99960859 1/2" IR w/YPC
22623 1874217.458 2462039.656 7583.554 44°44'27.222100"N 110°42'33.228657"W 7555.5862 0.99960689 1/2" IR w/YPC
PROJECT : Norris to Golden Gate Phase II DATE OF FIELD WORK : Multiple Entries
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM :Wyoming West SPCS NAD83 CORS96
VERTICAL DATUM : NAVD88 based on Geoid 03
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:
\m yf ile s\ pw
_p ro du ct io n\ d0
N or ri s-
G G
_c on tr ol sh ee t p ha se
II
.x ls x] Sh ee t
-J an -2
1:
P M
W
FL
H D
S ur ve y
G ob le
D es ig ne d by
C he ck ed b y:
STATE PROJECT
D.20
SHEET
NUMBER
PRA YELL 10(19)WY
NPS PMIS Nos. 86308 & 221090 NPS Drwg. No. 101/130820
SURVEY CONTROL
Sheet 1 of 3
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
22624 1874333.069 2461581.368 7573.773 44°44'28.328816"N 110°42'39.590298"W 7545.8042 0.99960753 1/2" IR w/YPC 1.
22625 1874723.199 2461152.437 7591.321 44°44'32.148324"N 110°42'45.574685"W 7563.3522 0.99960685 1/2" IR w/YPC
22626 1875320.405 2460964.288 7587.297 44°44'38.030863"N 110°42'48.245482"W 7559.3338 0.99960712 1/2" IR w/YPC
22627 1876038.807 2461057.211 7585.641 44°44'45.131585"N 110°42'47.035041"W 7557.685 0.99960716 1/2" IR w/YPC
22629 1877800.830 2459454.059 7528.834 44°45'02.406978"N 110°43'09.438344"W 7500.8888 0.99961047 1/2" IR w/YPC
22630 1877962.545 2459074.925 7543.918 44°45'03.974486"N 110°43'14.709432"W 7515.9732 0.9996099 1/2" IR w/YPC
22631 1878496.757 2458624.743 7516.354 44°45'09.214503"N 110°43'21.005642"W 7488.4131 0.99961138 1/2" IR w/YPC
22633 1879369.155 2457445.338 7526.112 44°45'17.736875"N 110°43'37.444418"W 7498.1829 0.99961136 1/2" IR w/YPC
22634 1880223.575 2457054.358 7518.503 44°45'26.142942"N 110°43'42.956381"W 7490.5825 0.99961188 1/2" IR w/YPC
22635 1880632.636 2456670.033 7520.852 44°45'30.151928"N 110°43'48.327501"W 7492.9324 0.99961191 1/2" IR w/YPC
22636 1881001.995 2456611.982 7523.012 44°45'33.794462"N 110°43'49.172701"W 7495.096 0.99961183 1/2" IR w/YPC
22637 1881503.580 2456664.033 7527.674 44°45'38.751252"N 110°43'48.506599"W 7499.7633 0.99961159 1/2" IR w/YPC
22638 1883513.945 2456083.923 7563.806 44°45'58.556176"N 110°43'56.768656"W 7535.9176 0.99961009 1/2" IR w/YPC
22639 1884602.128 2456231.296 7577.028 44°46'09.312598"N 110°43'54.846251"W 7549.1504 0.9996094 1/2" IR w/YPC
22640 1885948.391 2455727.227 7557.811 44°46'22.565968"N 110°44'01.982419"W 7529.9495 0.99961051 1/2" IR w/YPC
22641 1887093.866 2454682.113 7553.465 44°46'33.793682"N 110°44'16.597517"W 7525.6173 0.99961112 1/2" IR w/YPC
22642 1887303.386 2454200.409 7553.149 44°46'35.824164"N 110°44'23.298671"W 7525.3056 0.99961132 1/2" IR w/YPC
22645 1889697.007 2453986.447 7550.970 44°46'59.441841"N 110°44'26.532967"W 7523.1548 0.99961151 1/2" IR w/YPC
22646 1891293.209 2454458.281 7535.543 44°47'15.240415"N 110°44'20.169667"W 7507.7438 0.99961206 1/2" IR w/YPC
22647 1892065.985 2454757.406 7523.045 44°47'22.894627"N 110°44'16.108393"W 7495.2534 0.99961254 1/2" IR w/YPC
22648 1893076.743 2454655.220 7512.680 44°47'32.866766"N 110°44'17.638166"W 7484.9041 0.99961307 1/2" IR w/YPC
22649 1893603.167 2454442.010 7499.818 44°47'38.047729"N 110°44'20.653531"W 7472.049 0.99961377 1/2" IR w/YPC
22650 1894273.736 2453976.412 7459.317 44°47'44.631821"N 110°44'27.185153"W 7431.5569 0.99961588 1/2" IR w/YPC
22651 1894586.821 2453229.205 7453.552 44°47'47.663436"N 110°44'37.582227"W 7425.7945 0.99961645 1/2" IR w/YPC
22655 1896932.444 2453277.845 7412.157 44°48'10.828044"N 110°44'37.171873"W 7384.4156 0.99961841 1/2" IR w/YPC
22656 1897100.775 2454055.825 7413.573 44°48'12.552393"N 110°44'26.400836"W 7385.8395 0.99961803 1/2" IR w/YPC
22658 1898825.324 2455966.143 7405.553 44°48'29.732273"N 110°44'00.097353"W 7377.8326 0.99961768 1/2" IR w/YPC
22659 1899323.672 2456199.471 7409.543 44°48'34.671378"N 110°43'56.916190"W 7381.8282 0.9996174 1/2" IR w/YPC
22660 1900233.312 2456752.665 7408.603 44°48'43.696724"N 110°43'49.343397"W 7380.8941 0.99961723 1/2" IR w/YPC
22661 1900874.642 2456986.838 7394.961 44°48'50.047618"N 110°43'46.165812"W 7367.2557 0.99961779 1/2" IR w/YPC
22663 1903671.966 2457320.863 7388.649 44°49'17.694615"N 110°43'41.840182"W 7360.9591 0.99961796 1/2" IR w/YPC
22664 1904405.626 2457218.034 7381.152 44°49'24.930715"N 110°43'43.347615"W 7353.4664 0.99961836 1/2" IR w/YPC
22665 1906167.406 2457465.295 7365.336 44°49'42.345897"N 110°43'40.110919"W 7337.6533 0.99961902 1/2" IR w/YPC
22666 1907182.334 2457402.981 7355.997 44°49'52.362406"N 110°43'41.087268"W 7328.3179 0.99961949 1/2" IR w/YPC
22667 1908149.660 2457108.663 7361.072 44°50'01.890689"N 110°43'45.277894"W 7333.3965 0.99961936 1/2" IR w/YPC
22668 1909837.897 2456284.695 7346.167 44°50'18.495463"N 110°43'56.898887"W 7318.4984 0.99962039 1/2" IR w/YPC
22669 1910600.073 2456272.017 7332.020 44°50'26.020161"N 110°43'57.159340"W 7304.3531 0.99962107 1/2" IR w/YPC
22670 1911263.639 2456013.665 7339.771 44°50'32.551787"N 110°44'00.818490"W 7312.1087 0.9996208 1/2" IR w/YPC
22671 1912607.724 2455596.375 7324.561 44°50'45.790200"N 110°44'06.759561"W 7296.9029 0.99962168 1/2" IR w/YPC
PROJECT : Norris to Golden Gate Phase II DATE OF FIELD WORK : Multiple Entries
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM :Wyoming West SPCS NAD83 CORS96
VERTICAL DATUM : NAVD88 based on Geoid 03
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:
\m yf ile s\ pw
_p ro du ct io n\ d0
N or ri s-
G G
_c on tr ol sh ee t p ha se
II
.x ls x] Sh ee t (2
-J an
-2
1:
P
M W
FL
H
D S ur ve y
G ob le
D es ig ne d by
C he ck ed b y:
STATE PROJECT
D.21
SHEET
NUMBER
PRA YELL 10(19)WY
NPS PMIS Nos. 86308 & 221090 NPS Drwg. No. 101/130820
Sheet 2 of 3
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
22672 1914663.225 2455400.816 7318.626 44°51'06.070594"N 110°44'09.703028"W 7290.9692 0.99962204 1/2" IR w/YPC 1.
22673 1916685.582 2455584.166 7311.883 44°51'26.053749"N 110°44'07.383313"W 7284.2213 0.99962229 1/2" IR w/YPC
22675 1920384.276 2455043.177 7321.593 44°52'02.531389"N 110°44'15.307015"W 7293.9192 0.99962204 1/2" IR w/YPC
22676 1921653.030 2454810.321 7311.349 44°52'15.040406"N 110°44'18.682249"W 7283.6719 0.99962262 1/2" IR w/YPC
22677 1923368.088 2455328.853 7301.020 44°52'32.015958"N 110°44'11.673779"W 7273.3291 0.99962291 1/2" IR w/YPC
22678 1924182.130 2455285.213 7296.373 44°52'40.050253"N 110°44'12.370757"W 7268.6792 0.99962315 1/2" IR w/YPC
PROJECT : Norris to Golden Gate Phase II DATE OF FIELD WORK : Multiple Entries
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM :Wyoming West SPCS NAD83 CORS96
VERTICAL DATUM : NAVD88 based on Geoid 03
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:
\m yf ile s\ pw
_p ro du ct io n\ d0
N or ri s-
G G
_c on tr ol sh ee t p ha se
II
.x ls x] Sh ee t (3
-J an
-2
1:
P
M W
FL
H
D S ur ve y
G ob le
D es ig ne d by
C he ck ed b y:
STATE PROJECT
D.22
SHEET
NUMBER
PRA YELL 10(19)WY
NPS PMIS Nos. 86308 & 221090 NPS Drwg. No. 101/130820
Sheet 3 of 3
File details come from the government source that posted it. Updated .