Attachment_C.___GLA-KNB_Final_Drawings_3_23_17.pdf
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- Gila Knob Phase 1 Transmission LIne Rebuild
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- DE-SOL-0011107
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ATTACHMENT C: DRAWINGS
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PROJECT DRAWINGS
GILA-KNOB 230KV TRANSMISSION LINE REBUILD
PHASE I (STRUCTURES 4/9 TO 5/2)
ARIZONA
SECTION C
DESCRIPTION/SPECIFICATIONS
Spec No. 883
Existing Gila-Knob structure 4/8, looking south
GILA-KNOB 161kV TRANSMISSION LINE REBUILD
(STRUCTURES 4/9 TO 5/2)
A. GENERAL:
CONSTRUCTION STANDARD DRAWINGS: A complete set of standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.
Construction drawings are the specification drawings and any additional drawings required for use in construction. The construction drawings will be issued after contract award and may include amendment changes and other details, which make the drawings suitable to use for construction purposes.
PROJECT DRAWINGS: Project drawings included herein are reduced reproductions and are not to scale.
Some project drawings show details of fabrication and other information not a part of the work. Disregard information and details, which are not applicable.
STANDARD DRAWINGS: Where details shown on standard drawings included herein differ from project drawings or text, the details of project drawings or text shall govern.
INFORMATIONAL DRAWINGS: Some project drawings have the words “FOR INFORMATION ONLY” appearing above the title block. These drawings show some information, which may be required for bidding purposes. These drawings do not show items to be furnished or work to be performed.
EXISTING INSTALLATION DRAWINGS: Some project drawings have the words “EXISTING INSTALLATION” appearing above the title block. These drawings show the existing installations prior to modifications and may show some new work to be performed.
REFERENCE DRAWINGS: Reference drawings referred to on project drawings and not included herein, are not necessary for bidding purposes.
CONTRACTOR'S RESPONSIBILITY: Check all drawings and advise Western of any errors or omissions.
B. LIST OF DRAWINGS:
LOCATION MAP:
1. GLA 0015 Rev. C – Location and Vicinity Map
EXISTING TRANSMISSION LINE STRUCTURES FOR REMOVAL:
2. 41 6061 Rev. C FIO – Type HS – 161 kV Suspension Structure (For Information Only)
3. 41 6063 Rev. A FIO – Type 3A – 161 kV Medium Angle Structure (For Information Only)
4. 41 6064 Rev. A FIO – Type 3T – 161 kV 3-Pole Dead End Structure (For Information Only)
TRANSMISSION LINE PLAN AND PROFILES:
5. GLA-KNB T400 EI – Plan and Profile Str. 4/5 to Str. 5/3 (Existing Installation)
6. GLA-KNB 4207 Rev. B – Plan and Profile Str. Ex-4/5 to Str. 5/2
7. GLA-KNB 4208 Rev B – Plan and Profile Str. 4/9R to Str. 4/10R
TRANSMISSION LINE ELECTRICAL:
8. GLA-KNB 1004 Rev. A – Material Quantities
9. GLA-KNB 1005 Rev. A – Vibration Dampers
10. GLA-KNB 1006 – Steel Pole Fiber Optic Cable Mounting
11. GLA-KNB T100 – Removal Overview
TRANSMISSION LINE STEEL POLE STRUCTURE FOUNDATIONS:
12. GLA-KNB 2101 Rev. B - Type 266M Steel Pole Structures Foundations
13. GLA-KNB 2102 Rev. A - Type 281N & 281S Steel Pole Structures Foundations
TRANSMISSION LINE STEEL POLE STRUCTURES:
14. 43 266M 2200 – 266M Pole Structures Outline and Design Loads
15. 43 281N 2200 Rev. A – 281N Steel Pole Structures Outline and Design Loads
16. 43 281S 2200 – 281S Pole Structures Outline and Design Loads
17. 43 2206 Rev. H – Maintenance Provisions Outlines
18. 43 2207 Rev. G – Maintenance Provisions Outlines
19. 43 2208 Rev. H – Maintenance Provisions Outlines
20. 43 2210 Rev. I – Maintenance Provisions Details
21. 41 2701 Rev. A – Fall Protection Anchorage Plates
22. 41 9027-1 Rev. A – Aerial Patrol Mile Marker and Structure Number Signs (Sh. 1 of 3)
23. 41 9027-2 Rev. A – Aerial Patrol Mile Marker and Structure Number Signs (Sh. 2 of 3)
24. 41 9028 Rev. E – Aerial Patrol Warning Signs Details and Locations
25. 41 9029 Rev. B – Aerial Patrol Warning Signs and Marker Ball Marking Diagrams
GEOLOGY:
26. GLA-KNB 8000 – Site Plan and Boring Locations
27. GLA-KNB 8001 – Boring Log No. B-1 (Page 1 of 2)
28. GLA-KNB 8002 – Boring Log No. B-1 (Page 2 of 2)
29. GLA-KNB 8003 – Boring Log No. B-2 (Page 1 of 2)
30. GLA-KNB 8004 – Boring Log No. B-2 (Page 2 of 2)
31. GLA-KNB 8005 – Boring Log No. B-3 (Page 1 of 2)
32. GLA-KNB 8006 – Boring Log No. B-3 (Page 2 of 2)
33. GLA-KNB 8007 – Boring Log No. B-4 (Page 1 of 2)
34. GLA-KNB 8008 – Boring Log No. B-4 (Page 2 of 2)
GILA-KNOB 161kV TRANSMISSION LINE REBUILD
(STRUCTURES 4/9 TO 5/2)
Following is a partial list of standard drawings that will be needed for this specification. The standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx
41 1018 Rev. C - Steel and Concrete Pole Structures – Overhead Ground Wire Assembly
41 1020 Rev. C – Suspension Insulator Assemblies – Single String
41 1023 Rev. E – Tension Insulator Assemblies – Double String
41 1031 Rev. F – Optical Ground Wire Assemblies
41 1033 Rev. C – Station Post Jumper Insulator Assemblies
41 9026 Rev. A - Wood Pole Structures – Aerial Patrol Warning Details and Locations
41 9027-1 Rev. A - Steel Pole Structures – Aerial Patrol Mile Marker and Structure Number Signs (SH. 1 of 3)
41 9027-2 Rev. A - Steel Pole Structures – Aerial Patrol Mile Marker and Structure Number Signs (SH. 2 of 3)
41 9027-3 - Steel Pole Structures – Aerial Patrol Mile Marker and Structure Number Signs (SH. 3 of 3)
41 9028 Rev. E - Steel Pole Structures – Aerial Patrol Warning Signs Details and Locations
41 9029 Rev. B - Aerial Patrol Marking Warning Signs and Marker Ball Marking Diagrams denton
FIO
240+00 250+00 260+00 270+00 280+00
P I
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6'
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170 FT.
200 FT.
PI GLA-KNB 242+69.46
54°56'24"
PI GLA-KNB 254+35.68
-56°27'33"
PI GLA-KNB 268+63.80
-49°19'56"
PI GLA-KNB 279+72.39
51°52'47"
4/5 4/6 4/7 4/8 4/9 4/10 4/11 5/1 5/2 5/3
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
HEADQUARTERS - LAKEWOOD, COLORADO
LS
CENTERLINE
APPROVED DESIGNED
ARIZONA
STEVE ROCK
ELECTRICAL ENGINEERING MANAGER
AS BUILT
LT 20 FT PROFILE LINE
RT 20 FT PROFILE LINE
GILA-KNOB
161-KV TRANSMISSION LINE
PLAN AND PROFILE
GLA-KNB
1" = 200' HORIZONTAL
1" = 40' VERTICAL
SCALE:
200' 0' 100'
40' 0' 20'
EXISTING INSTALLATION
T400
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NESC LIGHT LOADING
COND. - 300 KCMIL 12-STRAND ANACONDA
TYPE 178/R2
[4/7-5/2] APPROX. 477 KCMIL ACSR
CURVE SHOWN AT 176 °F, FINAL CONDITIONS
OGW - 3/8-IN 7 STRAND HS STEEL
CURVE SHOWN AT 20 °F INITIAL CONDITIONS
LIDAR AND IMAGERY SEP. 2011
STR. 4/5 TO STR. 5/3
G L
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JANUARY 25, 2017
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GILA GRAVITY CANAL
240+00 250+00 260+00 270+00 280+00
P I
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BACK FROM 4/9L
P I
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EXISTING COND. AND OGW
AHEAD OF 5/2
N 49°45'46" W
N 2°54'55" E
N 6°45'37" E
R
TH
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IL
A S
U B
AP
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185 FT
R-O-W N 52°9'16" W
N 51°53'6" W
NORTH GILA SUB
(APS)
T8S,R22W,SEC.11
YUMA CO., AZ
N G
A -H
A N
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A
P S
N G
A
0- K
V
A P
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100 FT
R-O-W S 80°23'29" W
S 76°37'56" W
S 78°52'7" W
T8S,R 22W
,SEC.11
YUM
A CO
., AZ
N 49°2'54" W
PI 242+69.22
52°45'22"
PI 254+69.12
-55°20'45"
PI 268+52.90
-47°43'14"
PI 279+80.31
50°35'29"
EX-4/5
EX-4/6 EX-4/7 EX-4/8 4/9L 4/10L 4/11L 5/1 5/2
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
HEADQUARTERS - LAKEWOOD, COLORADO
CENTERLINE
STEVE ROCK
ELECTRICAL ENGINEERING MANAGER
ALLEN TURNER
RT PROFILE LINE
R-O-W EDGE
PLS-CADD SIGN CONVENTION:
( ) UNSIGNED: RT AH (-) NEG. SIGN: LT AH
COORDINATES AND BEARINGS ARE BASED ON THE
ARIZONA STATE PLANE COORDINATE
SYSTEM, WEST ZONE, NAD83 DATUM.
UNITS ARE US SURVEY FEET.
GILA - KNOB
161-KV TRANSMISSION LINE
ARIZONA
PLAN AND PROFILE
GLA-KNB
1" = 200' HORIZONTAL
1" = 40' VERTICAL
SCALES:
200' 0' 100'
40' 0' 20'
* DESIGNED FOR 230-KV
PHASING
STR NO. 4/9L
LOOKING AH
PHASING
LOOKING AH
STR NO. 5/1
C
B
A X
Y
Z
OPGW
GLA-KNB (FUT.)
MARCH 25, 2016 A 4/19/16
A7-AFT
ADDED C/L BEARINGS AND
MOVED STRS. 4/7, 5/1, 5/2.
3/6/17
C B A C B A
PHASING
LOOKING AH
STR NO. 5/3
PHASING
LOOKING AH
STR NO. 4/8
B A7-CN
CORR. OPGW INFO. AND
FUTURE LINE CONFIG.
A B C
OGW
OGW OGW OGW (BK) OGW OGW
PHASING
STR NO. 4/10L
LOOKING AH
A B C
OPGW
OPGW (AH)
OGW (BK)
LT PROFILE LINE
STR. EX-4/5 TO STR. 5/2
STRUCTURE RANGE, WIRE, RULING SPAN, INSTALLATION TENSION, DISPLAY CONDITION
G L
A -K
N B
-7
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-2
.X
CONDUCTOR
[4/9L-4/10L] 1334 KCMIL, 54/19 MARTIN ACCR-T13
[4/9R-4/10R] 1334 KCMIL, 54/19 MARTIN ACCR-T13
CURVE SHOWN AT 410 °F, FINAL CONDITIONS
[4/10L-5/2] 1272 KCMIL, 54/19 PHEASANT/ACSS/MA2
CURVE SHOWN AT 482 °F, FINAL CONDITIONS
OPGW - « COMPLETE WITH AS-BUILT »
CURVE SHOWN AT 20 °F, INITIAL CONDITIONS
EXIST. CONDUCTOR
300 KCMIL 12 STRAND ANACONDA
TYPE 178/R2 (HOLLOW "EYE-BEAM")
[EX-4/7-4/9L] APPROX. 477 KCMIL ACSR
CURVE SHOWN AT 176 °F, FINAL CONDITIONS
EXIST. OGW - 3/8 INCH 7 STRAND HS STEEL
CURVE SHOWN AT 20 °F INITIAL CONDITIONS
MAX. ACSS DESIGN OPERATING TEMP. = 482 °F
MAX. ACCR DESIGN OPERATING TEMP. = 410 °F
GROUND CLEARANCE = 22.4 FT. MINIMUM
+ / - 28 FT. SIDE PROFILES
LIDAR AND IMAGERY SEP. 2011
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EX-0/1 - EX-4/7, 300 KCMIL 178R2 ANACONDA.WIR, RULING SPAN 600 (FT), TENSION 3000 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 176°F = 80°C MAX SAG EX-0/1 - EX-4/7, 3_8-7 STRAND HS STEEL.WIR, RULING SPAN 655 (FT), TENSION 1700 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 20°F INITIAL EX-4/7 - 4/9L, FLICKER_ACSR.WIR, RULING SPAN 600 (FT), TENSION 2660 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 176°F = 80°C MAX SAG EX-4/7 - 4/9L, 3_8-7 STRAND HS STEEL.WIR, RULING SPAN 600 (FT), TENSION 1200 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 20°F INITIAL 4/9L - 4/10L, ACCR 1351-T13 (MARTIN ACCR) V2.WIR, RULING SPAN 778 (FT), TENSION 9750 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 410°F = 210°C MAX SAG 4/9L - 4/10L, SFSJ-J-1413.WIR, RULING SPAN 781 (FT), TENSION 1700 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 20°F INITIAL 4/10L - 4/11L, PHEASANT ACSS.WIR, RULING SPAN 596 (FT), TENSION 8492 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 482°F = 250°C MAX SAG 4/10L - 4/11L, SFSJ-J-1413.WIR, RULING SPAN 590 (FT), TENSION 2250 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 20°F INITIAL 4/11L - 5/2, PHEASANT ACSS.WIR, RULING SPAN 567 (FT), TENSION 8513 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 482°F = 250°C MAX SAG 4/11L - 5/2, SFSJ-J-1413.WIR, RULING SPAN 590 (FT), TENSION 2250 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 20°F INITIAL 5/2 - EX-20/2, 300 KCMIL 178R2 ANACONDA.WIR, RULING SPAN 652 (FT), TENSION 3100 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 212°F = 100°C MAX SAG 5/2 - EX-20/2, 3_8-7 STRAND HS STEEL.WIR, RULING SPAN 650 (FT), TENSION 1900 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 20°F INITIAL
EX-4/5
340+00 350+00 360+00 370+00 380+00
P I
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P I
°3
6'
P I
-5 9°
'0
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A -S
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W
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18.4 FT CLR LINE
22.4 FT CLR LINE
P I
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8"
°2
1'
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N 6°45'37" E
N
9°
'46 " W
R T
H G
IL
A
S U
B
AP
S)
185 FT
R-O-W N 52°9'16" W
N 51°53'6" W
NORTH GILA SUB
(APS)
T8S,R22W,SEC.11
YUMA CO., AZ
N G
A -H
A N
G
-K V
A
P S
N G
A
0- K
V
A P
S
100 FT
R-O-W
S 80°23'29" W
N 49°2'54" W
S 76°37'56" W S 78°52'7" W
T8S,R 22W
,SEC.11
YU
M
A CO
., AZ
PI 365+95.12
-51°12'48"
4/9R 4/10R
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
HEADQUARTERS - LAKEWOOD, COLORADO
STEVE ROCK
ELECTRICAL ENGINEERING MANAGER
ALLEN TURNER
PLS-CADD SIGN CONVENTION:
( ) UNSIGNED: RT AH (-) NEG. SIGN: LT AH
COORDINATES AND BEARINGS ARE BASED ON THE
ARIZONA STATE PLANE COORDINATE
SYSTEM, WEST ZONE, NAD83 DATUM.
UNITS ARE US SURVEY FEET.
GILA - KNOB
161-KV TRANSMISSION LINE
ARIZONA
PLAN AND PROFILE
GLA-KNB
1" = 200' HORIZONTAL
1" = 40' VERTICAL
SCALE:
200' 0' 100'
40' 0' 20'
* DESIGNED FOR 230-KV
PHASING
STR NO. 4/9R
LOOK. AH (NORTH)
A 4/15/16
A7-AFT
ADDED CENTERLINE BEARINGS AND MOVED
STRUCTURES 4/7, 5/1 AND 5/2. MARCH 25, 2016
B A7-CN
CORRECTED OPGW INFORMATION AND
CHANGED FUTURE LINE CONFIG.
3/6/17
Z Y X
CENTERLINE
RT PROFILE LINE
R-O-W EDGE
LT PROFILE LINE
STR. 4/9R TO STR. 4/10R
STRUCTURE RANGE, WIRE, RULING SPAN, INSTALLATION TENSION, DISPLAY CONDITION
G L
A -K
N B
-7
T O
-2
.X
CONDUCTOR
[4/9L-4/10L] 1334 KCMIL, 54/19 MARTIN ACCR-T13
[4/9R-4/10R] 1334 KCMIL, 54/19 MARTIN ACCR-T13
CURVE SHOWN AT 410 °F, FINAL CONDITIONS
[4/10L-5/2] 1272 KCMIL, 54/19 PHEASANT/ACSS/MA2
CURVE SHOWN AT 482 °F, FINAL CONDITIONS
OPGW - « COMPLETE WITH AS-BUILT »
CURVE SHOWN AT 20 °F, INITIAL CONDITIONS
EXIST. CONDUCTOR
300 KCMIL 12 STRAND ANACONDA
TYPE 178/R2 (HOLLOW "EYE-BEAM")
[EX-4/7-4/9L] APPROX. 477 KCMIL ACSR
CURVE SHOWN AT 176 °F, FINAL CONDITIONS
EXIST. OGW - 3/8 INCH 7 STRAND HS STEEL
CURVE SHOWN AT 20 °F INITIAL CONDITIONS
MAX. ACSS DESIGN OPERATING TEMP. = 482 °F
MAX. ACCR DESIGN OPERATING TEMP. = 410 °F
GROUND CLEARANCE = 22.4 FT. MINIMUM
+ / - 28 FT. SIDE PROFILES
LIDAR AND IMAGERY SEP. 2011
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STA. 336+12 - STA. 386+57
4/9R - 4/10R, ACCR 1351-T13 (MARTIN ACCR) V2.WIR, RULING SPAN 832 (FT), TENSION 9300 (LBS) AT 60 (DEG F) INITIAL, DISPLAYED 410°F = 210°C MAX SAG
11798 958 1 3 4/9 R 4/10 R
596 1 3 4/10 L 4/11 L 567 2 3 4/11 L 5/2
788 1 3 4/9 L 4/10 L
1 1 4/9 L 4/10 L 1 1 4/10 L 4/11 L 2 1 4/11 L 5/2
9904 9302 9302 8512 9902 9342 9342 8529
12261 10980 9646 8384 10215 9215 8325
2558 1867 1711 1572 3028 2579 2222 1931 3014 2595 2228 1925
(564-569)
(559-566)
SITE PLAN AND BORING LOCATIONS
Project Mngr:
Approved By:
Checked By:
Drawn By:
Project No.
Scale:
Date:
File No.
Consulting Engineers and Scientists
4685 South Ash Avenue, Suite H-4 Tempe, AZ 85282
FAX. (480) 897-1133PH. (480) 897-8200
Gila-Knob T/L Rebuild, Phase 1
12/16/2015
65155124.DWG
AS SHOWN
65155124
SDN
JRH
KLJ
JRH
EAST COUNTY 6th STREET and SOUTH AVENUE 8
E.
YUMA COUNTY, ARIZONA
EXHIBIT
A-1
NOTE: SITE IMAGE MAP PROVIDED USGS NATIONAL MAP VIEWER, 2015
N
N
O
R
H
L
A
S
U
B
S
T
A
T
I
O
N
E. COUNTY 6th ST
LEGEND:
APPROXIMATE BORING LOCATION (STRUCTURE #)
APPROXIMATE SCALE
1" =
FEET
200' 400'
400 Feet
B-4 (5/2)
B-3 (4-10L)
B-2 (4-8R)
B-1 (4/7)
S
A
S
A lampman Typewritten Text
GLA-KNB 8000
NP
17-20
6-17
12-13-12 N=25
12-13-15 N=28
12-16
7.0
POORLY GRADED SAND WITH GRAVEL (SP), trace silt, brown, medium dense
POORLY GRADED SAND WITH SILT (SP-SM), trace gravel, brown, medium dense
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Borings backfilled with soil cuttings upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/4/2015
BORING LOG NO. B-1
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/4/2015
Exhibit: A-5
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.743526° Longitude: -114.488535°
Groundwater not encountered
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8001
5-5-6 N=11
6-9-10 N=19
10-12
9-13-29 N=42
40.5
POORLY GRADED SAND WITH SILT (SP-SM), trace gravel, brown, medium dense (continued) dense
Boring Terminated at 40.5 Feet
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Borings backfilled with soil cuttings upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/4/2015
BORING LOG NO. B-1
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/4/2015
Exhibit: A-5
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.743526° Longitude: -114.488535°
Groundwater not encountered
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8002
24-17-7 6-14
21-50/5"
17-25-30 N=55
12-23-28 N=51
20-30/3"
4.0
20.0
SANDY SILTY CLAY (CL-ML), light brown, very stiff, weak cementation
SILTY SAND WITH GRAVEL (SM), light brown, very dense, weak to moderate cementation
POORLY GRADED SAND WITH GRAVEL (SP), trace silt, brown to light brown, very dense, no to weak cementation
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Backfilled with cement-bentonite grout upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/3/2015
BORING LOG NO. B-2
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/3/2015
Exhibit: A-6
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.746788° Longitude: -114.488083°
While drilling
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8003
50/4"
23-50/6"
19-44-50/3"
11-15-19 N=34
40.5
POORLY GRADED SAND WITH GRAVEL (SP), trace silt, brown to light brown, very dense, no to weak cementation (continued) groundwater encountered at approximately 32 feet while drilling dense
Boring Terminated at 40.5 Feet
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Backfilled with cement-bentonite grout upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/3/2015
BORING LOG NO. B-2
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/3/2015
Exhibit: A-6
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.746788° Longitude: -114.488083°
While drilling
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8004
76-25-51
2-2
6-7
6-7-7 N=14
12-18
9-13-21 N=34
6.0
11.0
19.0
POORLY GRADED SAND WITH GRAVEL (SP), trace silt, brown, very loose to loose
POORLY GRADED SAND WITH SILT (SP-SM), brown, medium dense
POORLY GRADED SAND WITH GRAVEL (SP), trace silt, brown, medium dense
FAT CLAY (CH), brown, very stiff to hard
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Borings backfilled with soil cuttings upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/3/2015
BORING LOG NO. B-3
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/3/2015
Exhibit: A-7
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.749149° Longitude: -114.49197°
Groundwater not encountered
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8005
11297 21
14-21
14-19-23 N=42
18-32/3"
20-35-37 N=72
37.0
40.5
FAT CLAY (CH), brown, very stiff to hard (continued) very dense
SILTY SAND WITH GRAVEL (SM), light brown, very dense, moderate cementation
Boring Terminated at 40.5 Feet
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Borings backfilled with soil cuttings upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/3/2015
BORING LOG NO. B-3
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/3/2015
Exhibit: A-7
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.749149° Longitude: -114.49197°
Groundwater not encountered
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8006
NP
5-10
5-7-10 N=17
15-22
15-36-34 N=70
12-15-19 N=34
5.0
11.0
POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM),
loose
POORLY GRADED SAND WITH SILT (SP-SM), trace gravel, medium dense
SILTY SAND (SM), trace gravel, dense to very dense, weak to moderate cementation
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Borings backfilled with soil cuttings upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/4/2015
BORING LOG NO. B-4
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/4/2015
Exhibit: A-8
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.748832° Longitude: -114.495473°
Groundwater not encountered
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8007
16-30
10-13-17 N=30
15-29
16-20-24 N=44
28.0
40.5
SILTY SAND (SM), trace gravel, dense to very dense, weak to moderate cementation (continued) medium dense
FAT CLAY (CH), brown, hard
Boring Terminated at 40.5 Feet
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
GR
AP
HIC
LO
G
TH
IS
BO
RIN
G L
OG
IS
NO
T V
AL
ID
IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
G
EO
SM
AR
T L
OG
-NO
W
EL
L 6
.GP
J T
ER
RA
CO
N2
.GD
T 12/
/15
SITE:
Advancement Method:
Hollow Stem Auger
Abandonment Method:
Borings backfilled with soil cuttings upon completion.
4685 S. Ash Ave., Suite H-4 Tempe, Arizona
Notes:
Project No.: 65155124
Drill Rig: CME-55
Boring Started: 12/4/2015
BORING LOG NO. B-4
Civil Design & Engineering, Inc.CLIENT:
Phoenix, Arizona
Driller: D&S Drilling
Boring Completed: 12/4/2015
Exhibit: A-8
See Exhibit A-2 for description of field procedures See Appendix B for description of laboratory procedures and additional data (if any).
See Appendix A for explanation of symbols and abbreviations.
North Gila Substation Near Yuma, Arizona
PROJECT: Gila-Knob T/L Rebuild
UN
CO
NF
INE
D
CO
MP
RE
SS
IVE
ST
RE
NG
TH
(p sf)
PE
RC
EN
T F
INE
S
WA
TE
R
CO
NT
EN
T (
DR
Y U
NIT
WE
IGH
T ( pcf
) ATTERBERG
LIMITS
LL-PL-PI
SA
MP
LE
TY
PE
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H ( Ft.
FIE
LD
TE
ST
RE
SU
LT
S
DEPTH
LOCATION See Exhibit A-1
Latitude: 32.748832° Longitude: -114.495473°
Groundwater not encountered
WATER LEVEL OBSERVATIONS
lampman
GLA-KNB 8008
| Cover Page |
| Project Drawings |
| gla_0015c |
| 41_6061c_fio |
| 41_6063a_fio |
| 41_6064a_fio |
| gla_knb_t400_ei |
| gla_knb_4207b |
| gla_knb_4208b |
| gla_knb_1004a |
| gla_knb_1005a |
| gla_knb_1006 |
| gla_knb_t100 |
| gla_knb_2101b |
| gla_knb_2102a |
| 43_266_m_2200 |
| 43_281_n_2200a |
| 43_281_s_2200 |
| 43_2206h |
| 43_2207g |
| 43_2208h |
| 43_2210i |
| 41_2701a |
| 41_9027_1a |
| 41_9027_2a |
| 41_9028e |
| 41_9029b |
| gla_knb_8000 |
| gla_knb_8001 |
| gla_knb_8002 |
| gla_knb_8003 |
| gla_knb_8004 |
| gla_knb_8005 |
| gla_knb_8006 |
| gla_knb_8007 |
| gla_knb_8008 |
File details come from the government source that posted it. Updated .