A
„,9,11
10
______
17
19
02
10. 20
+37
1.5
16"
20-sq. bars 32-0"long 10-sq bars 32'long
20-7 sq. bars 32-0"long
28-1 sq. bars 32-0″ long
*
5.0
+52
3-8 23
6-11"
········
W
*****
214
14"
***
17
……….
401-6
q.bars 28-0 long
-..-"sq. bars 26-0"long
701-6
20"
SA
Splices 12" leng
23"
... sq. bars 26-0" long
-"sq.bars 28-0" long
19-10½
+92
A,
···
„-"sq.bars 4″o.c. 32′0″long
*...*
MARIAN
****
17-1˝sq. Bars 32-0" long.
*......
…..*.*.
C
= 15 spaces ✪ 14". 17′6″
16-1"sq. Bars 32:0" long
C
28-3"
B
Section between Counterforks
3.5
*******
**********
16 spaces @ 14" 18′8″
*:*
12-0´
20"-10"
„,0*9
5'
North East Wing Wall
¾¼"sq. bars 26-0"long.
DWEST SPIZISZ 50
Elev.+56
sq. bars
2,19q bars
A
ZETU.
sq. bars
B
Pr
21″
2:2
오오오
​#4
H
1-4 | 12 | 12 12
4 Spaces @ 3'-34 - 13 - 3 ″
-
"sq. bars 26-0"lang
Fe
("sq. bars 28-0" long..
5 spaces 3'x15'
Section A-A
Typical of vertical slab
1 sq. bars
I5-0°9-9
A
exper
Splices 3-6° · long
First Layer of 1 sq. bars 5
•
14-3
S
As a S
ܒܫܒܫܫ
| 2-6″
-21
2-11 sq. bors 31-0"long
૧૧:
2-
14 sq. bars 25-0"long
14
12=6″
2,-14 sq. bars 21-0" long
... 2-11 sq. bars 32′0″long
2-11 sq. bars 28-6″long
2,-1 sq. bars 25-0" long
All bars in back of counterforts
to be hooked to rails in
bottom slab
A
3 Raila 12"o.c..
A
Plant Sta
4-3″
6:0
bars 23 long
Splices 3-6 long
Section B-B
bars
of 11 sq.
Second Layer
BEACH BAB
2-6*
|_ 2=6° |
}
N
·Splices 2'-0" long
-IN
4.- ¾/4 sq. bars 4″o.c.32-0" long
12′-6″
2-14 sq. bars 18:0" long
Rear Elevation
H
2-1 sq. bars 30-6" long
૬૧.
2-11 sq. bars 25-0″ long
2-1 sq. bars 21-6" long
Rail 21-0" long
600
I
-IN
VALNI
2
5 o.c.
Third Layer of la sq. bars
sq.bars 32-0"long
Splices 2-0 long
splice 2-0"long "sq.bars 32 long
1200'
N.E.Wing Wall..
2-6″
70±4
1
320't
Sa pang men
30°
·Splices 2′0″ long
N
-IN
"
| 2-6 |
Section C-C
2-14 sq. bars
21-0" long
2-14 39. bars
17-0" long
12-14 sq. bars
13.0" long
49.
300'
62
1181*
=
17
12
39 Spaces
10 = 11-8″
14 Sp.
52-5" sq. bars,
་་
l
30-3 sq. bars
- sq.bars
70
Location Diagram
-92
-Wing Walls, Reinforced Concrete
294.75
A
N
-IN
가
​(30
34 sq bars 26-0"long
-2
2.- ¾4 sq. bars 28.0"
sq. bar 28 long!
....Wing Wall
3′0″
-~
sq bar 26
1200'
1-2 { "
4-4 sq. bars 4"o.c. 32-0" long
의
​sa.bars 220 long
~
|_ 12 Splices
All these bars to be hooked around
front and rear vertical bars
1 są bars 11-6
350″
long
500'
3'0"
શી
3"
Section through Counterforts
MADE BY
6
TRACED BY
bars 12
CHECKED BY
'3-0" 2=0" 2-0" 12 12" 12" 12" 12″
O
MrLeyt
APPROVED:
bars
XZA
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
OFFICE OF THE ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE.
Goff
2-14 sq. bars 13-6 long
2,-14 sq. bars 11-0" long
TTRI
PEDRO MIGUEL LOCK
SIDE APPROACH AND WING WALLS.
Plate 75





# J. Sucker
Designing Engineer.
Chairman and Cefst Enginear
BUBMITTED
RECOMMENDED:
7125
AUBUST - 27, 1210.

LD. Corma
Designing Engir
Jr. Jr. Jodoc.
Assistant CHIEt Engma
P-72

16"
.8
8"
6
2'-0'
mich
2°
mit!
112½"
3
44″
3 1/2 1 1/1/
17 23
31
31
=
3
14
LIEL
177
x.com
2"
S
S
S
=-100
1
-W
Tap
*
8
*
\\D{=0}]}
isla
Tap
$
K
RA
-IN
M
31
~100
~
7
Akat
12"
-IN
-1x+
W
12
IN INIY
-IN
35
ONT
23
183232
Section at Hanger.
134
3
Timber Bolt.
IN
142
INOO!
18€
m
****
9.99
7
2 2 1 1 2 "
Section A-A.
PQ-
MEN
13
!!.0
€
****
miti
-IN
S
• dia. Bolt
TETŐANY
p for
1
S
in
***
2"
S
w
S
S
***...*.*
00
-12
přejte
Era::
.2
10:0:0:
Buffer Casting, Wall.
L
C
8:00
10.
:0%
-IN
13年
​SOME
::0€
Plur
:
10:3
79
****
Washer.
2
S
1호​"
T
MHH
Miti
10:K
लाक
8"
()
བ 、』 。 བཟེར
-IN
S..
S
*:
32
261
"
3
-14
mit
24
3
M
店
​26
Section B-B.
t
Katalog
[AKN_
4号
​1
་་
Washer, Top.
ני
14
JOM MIH
-12
3'
124
6
1
E
~100
No
1
1
تاة
10
E.
12
10|GT
S
1 M
8많으
​2 +
30
S...
3
미​의
​3
m100
u
Bearing Block.
11
n
π
•
5ྣ་
8
inlod
1
5
5年
​=
2"
Section E-E.
:
in100
81
3
७
116
Section D-D.
A/CH
3
"
커​..ㅏ
​Cored Hole
2"
3,6
2"
S...
476
"NO]
4 16
11
23
~i~
D
77373711
-2
Timber 12" x 16" x 16"
13
いい
​52"
Section C-C.
13°
Assembly of Buffer, Buffer Castings etc.
Hangers 15'c. to Buffers 5'c.toc.
1 ½ " |
S
Is
Buffer Casting, Movable.
Anchor Rod.
(Mic
2종
​0100
*~100
mlag
W
2°
2*
FIN
3
S
C
道
​Bolt.
3½"
•
1
KELLOGGSE
2"
3" 24
Bolt.
4″
DRAGOGORO
D
о
Plate.
"S' refers to smooth surface.
5
6'
two
I
15'
2
7-6
+87
+79
***
*****
****
66+
t
#
H
High Water Level
Mean •
Low
Gatun & Pedro Miguel (Upper)
•
*
+1
.9 *L
**
**
1)
11
"}
"2
1
t
•
***
P
J
+ 12
Gatuni (Lower)
1)
"
VANDA
"
2
7-6"
ડ4
+54
PARA EL GILA DISTRETTICA
KIM
Diagrams Showing Location of Buffers
on Approach Walls
12 3
MADE
BY
12-20
**
"
TRACED BY.
:
Pedro Miguel (Lower) & Miraflores (Upper)
CHECKED BY.
A.^.
1
!
+67
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
OFFICE OF THE ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE.
GAB. ALER
J. Co. L. Siptey
Assistent Edging?
to
FOR ALL LOCKS
DETAILS OF BUFFER, BUFFER CASTINGS,
ANCHORS, ETC.
APPROVEÓ,
PROVEN Youfials
„Chairaian and ChterZkgineer.
Plate 76


BUBMITTED:
7116
"LD. Cornish
RECOMMENDED:
AUS 43 910.
Designing Engineer.
Sr. F. Seodors.
Assistant CHïof Engineer,
G-74
P-62
M-62

space 7 dia.
must fie clor…..
For hole
spacing see
detail 7404 -
8,9,10 & 18
Sear
7404 -
19 to 22
inclusive
For hole
spacing
detail
beyond back of Ľ and plane off Flush
…..Extend web
100
O
O
18-10"long
Note :-
6"
Gate
-Rive
REVIEWED:
DESCRIPTION
17.36"
.....Rivets
--Rivets
Web Plate
Sealing Device
Ton
2.6
8888
13.
Filler 1x15x11 7 12 1″
End Post
00
O
O
..sheathing
4-11-
Rocker Bearing Steel
911-2
MATERIAL
6"
the pr
Drilled for 3 dio pin
19-0'
함
​Details of Roller Track
Structural Steel
Structural Steel
Cast Steel
Bronze
•Flange plate
216.
...... Finished Edge
* Flange plate
| L6767
2"
· L6 4
….... 3 x 3 × 1 7 - 3
133×4:30
2. Flange plates
£674X
3£-
03131*
213 K 3%*
**
Web Plate
lol
26x4x16
Edward la Sherman-
Edw. Schildhauer
Ogeigning Engineer.
Electrical and Mechanical Engineer.
* 54 × 951
X
4"
21 3×3×
233 52
ટús
×
300
|O| 101
lol lol
Ollo
x3
8
of Girders to be "p All other rivets to be
O
x 52102888
2654
mooma
ESTIMATED WEIGHT
72,000 f
3,000
1,700
800
7,500
Web Plate
3x-54" x 591*
.x
23×3×52
lol fo!
·
56744
Joi jola
: X
[O] jo
52
101 10~
203352
0 0 0 0.0
1257473 web
52
541
Web Plate
|0|| 102:
1x 54"x 594"
Number of rivets and spacing to be as shown
and in edges of sheathing not to exceed 3"pitch.
All rivets in End Posts including end connections
O
10110010
01:10
L 6x4
$s
6x47
.
Section C.C
x7-37
L6×6×
...B
Sheathing
...sheathing
"sheathing
cover plate.
Drilled For I'dia.bolts
For spacing. see
7404-5
ཐད་
cover plate
3-
¿cover plate
1
1
"Fillers
272
Rivets.
64
274″
Rivets &
:00 ¤ ¤
* L 3 x 3 * * * B
30°
106
72
72
3-93"
Top Filler
191*15*2*
Bottom Filjer
9x151
2-11*
Fillers
15
´.12°45'
O
•
O
O ais
O
O
O
O
O
O
O
O
O
O
O
O
O
O
e-
incom
1880
2-10"
CASSANA-MAN
ane
18687
Details of Side.Seal on Gate
O
O
11-5°
3-94
O
fdia
hole
100
Flange Plate
\x81-45-3″
00 0
O
Flange Plate
2× 8 ×45-3-
т
I
+
O
100
Q
Top L 6767
+
Bottom L 6x4x
27
2-10"
Top L 6x4x1
Bottom L 6×4;
-I stud.
Gusset Plate
O
O
О
O
O
O
O
О
O
O
1 373785
Q
Reda
Rear Elevation
BLEEMIALAREDOARAIKALNANGIN, AGAR. ARA
O O O
3-9
Cross Frame
o ok
240″
OOKH
12°45'.
PSICO
321 132
O
L3:3
O O
*
*
Flange Plate
x8×41-9
0 0 0 0 O
8.9
'L6x4'
(01-4×
K
2-110
Z bars
20
x4.
**
8409 2
3-107°
O Botton L614x
Top 6x6x
O
O
O
O
O
O
O
O
• Pan
❤
O
O
X
13 × 2 × 7-10 35
Z bars
Flange Plate
8
25.
Git O O
O
O
O
O
O
never had his
O
O
O O
O
Girder D
20
Web Plate
Girder F
O a
2-11
O
Web Plate
·-32″
O O
"
3x3x
A.
*
O
OOO
0 0 0 0 00 0
if Gusset
Gusset
11-8″
Gusset
3-11″
O
Pagkatus
с
2-11
O $.0
"
O
O
---L 3213x
Fini
O
O
LARRARABAGINDA
¦
x8-9
SKERR)
O 36 σ
பூந்
3-102*
2-11
O O
05
x78
ver plate
Cross Frame
0000000006
over plate {×7)
о
O
Cover plate 17} × 4-3
46-32
13
OK
WELL
17.36
Section at End of Gate
4-3″
00000
00000
2-1
3403″
Center of Gravity of Gate
O O
O
O O O
MES
780%
2.89
TELEF
56 gennem
23
P8][3
DIV
Sheathing Plate
·Cover pluie
cover plate
Cover plate Ex8
2-11
2101122 (401
34
QA
2'dia. drain hoks
drai
---
oooooo aj
2" dia. drain hole
FOREXORE AT JY O
11-8
~
oooooo
ooo ooo oo
2334DY
Ooo ooo o
3-11°
X
22
བཔ་�ཟནང་མཚན་
Q
×10 × 45-2
2-1
45-23
Web Płote
ZELA 1332
1180
3
A
"
H
Web Plate
0.0 0 0 0 0
A
PETIT GET. "DE
24
Girder E
O
VAR TH 1.3 GA 1.
3-10%
£6x4x16
2-11
2'dia Air Vents
C
L6X4
Girder G
ܝܐ
C
ato
Oul
QUO
iol
10!!
i Hoi
OU
im
jom
에
​ol
=
OHO
cover plate
Ojo
x
O
Sheathing Plate
59283"
O
Sheathing Plate
66283
2-10″
이 ​이
​0 0 0 0
Details of Bottom Seal on Gate
190.0
00
བཟཔ་ལ་མནན་ཆེན་མཆོདwauམ་ཞེན་པ�སྨ2མམ་ཕམ་ཕལ་ཆ
_IN
...
tz8o
O
28
Top L 6x4x
Bottom L 6x4x
COKCH
For hole spacing See-7404 - 2
Drilled for I'dia.bolts
2-10″
Top L6'x 4x
O
O
Bottom L6=6
L 6 x 4 x 1
...L 6"x6" x 1/6
Sheathing Plate.
x101x143
oooo ooo
Front Elevation
3-93
Babbit
11-5″
3-9
Sof
O
AT.31
10 0. oo o o oo
ο ο ο ο ο ο ο
20
00
�པ&སཔ་
2-10″
8
RESEARCH
O O O O
1:00
GUMENE BONNE
***********
[
0100
3-93
Fillers
-O
2-11"
Q..
94x
152 x 16
Fillers
- B
[od
201
QQ
D
DELET
k
E
F
G
☺
„Topped for I"dia.bolts
· 2 ·
For hole spacing
see 7404 - 2
4階
​.... Rivets / "
$
O
Rivets &
13
16
11
WHICO
ba
Zbars 6×3×2 × 7-10 1
Zbars6×3×™×4-10 CP, Zbars 6×3ק×4-10½ 28 183.
MADE
4
Details of Gate Roller and Bracket
inno
Br
0676"× ×45
TRACED BY
Finished Edge
66ר×4
x
£6×6××4
1° 6×6××4
APPROVED:
.2
"
CHECKED BY
13
L3
100KN
Section A.A
£ 37 3
=
inted
22 3
5.6.5L
OrLEP
J. E.. L. Z
Assistant Engi
22
#v
Geop Godhal
Choirman and Chief
Plate 77
Drill for 14 bolts..
4 R
L 6x6
LỆ XANH
26x4×
264x
*-N
• Cotter
L 6x4x
16x6 17
16
R. 18
2½
L³ 6 x 6 x 1″
51
[OBIN
SUBMITTED
|78}
о
iL6x4"x3
₪6×6×½
L6x6x
L6x6x2
L6X6X
| L°6×6ר¦
16x6x1
16×6× 1″
RECOMMENDED.
---
39
ISTHMIAN CANAL COMMISSION
REPARTMENT OF CONSTRUCTION AND ENGINEERING.
office or THE ASSISTAKT CHIEF ENGINEER
CULEBRA. CANAL ZONE.
GATUN AND MIRAFLORES SPILLWAYS
GENERAL DRAWING OF STONEY GATES
LL 6 x6 x
L6"x4" x 1
Plate.
"Filler
Filler
(1-x13/2015 12
.
} - 6 x 4 x | | 2
Filler
12137151
-6747
Section B.B
•
Filler
1*150*
6x4x2
6 x 31 x 2


AUQ. 3. 1910.
S.D. Cornish
Designing Engineer.
Jr. B Stodest,
Assistant Chief Engineer

Top of Coping
6110
~ 1/2" ||
2-0 ~
2-0-
6019
Recess Cover
Drain Pipe
"
· 2-7 ½ "
19"
·2=0"
4'-3″
ブーブー
​-2-25"
-2=-33"-
2=3/7/7".
-2-28"-
루사
​4'-3
-Friction Clutch
-10=0"
7-7"
--8'-0".
6411 and 64/2
Cut Off Coupling
/6423
Motor + Rated 50 Ho
500 R.P.M.
(og mora...
Ž
Motor Shaft
4
8'-0"
BJUD
6423
18/1/1
ÄISSCKETERTUTAKO MALVAR KIRKLA:WINE ZELATERTAMBANUES NĚKDEKESKUS ROUMILIATUR
TH
40%
-6415.
pa do da
I gu
एस
6416
Ա
8
0120
十
​6414
6410
6417
19
5=0"-
5=0
| 5½"
162½"
64/3
*
Anchor Bolt
KENMERKAVARNEY YER
6407
Floor Line of
Operating Tunnel
S
·4'-0"-
Get
-6413
பல
6407
Crosshead
Raised
7.
See Drawing No.61/I.
•Drain
mm
www
TOT
M
at c
זז
strada, wakipit
:-4=0"
•6416
·6406
6407
I
<span
I
I
Į
1
[
1
6416
-6416+
1
|
|
1
I
1
}
}
0-
"1
-5′-0″
Drainage
Tunnel
0-,Þ
Hit:
Drainage
Tunnel
-2-6"
-6420
7-6".
6405
2=6"
pri
47
11
11
!!
||
11
-6420
5=0"
·6409
18'-0" - Travel of Valve
11
||
6404
;
Vie
||
ļļ
30'-3″- This Distance Constant for All Lock Walls
I
1
-6409
C
14
6408
6421
6413
6409
"
-13-8/½"
Face to Face
of Guide Rails
6407
·6418
6418
-6418
Side Elevation Below Bulkhead
Showing Use of Guide Bearing
4 Valve Stem
Roller Train
6418
-144
12′
·3′-0″.
70-8
Kr
6'-0"
1
}
I
}
|
6'-0"
Crosshead
Lowered
7
;,6%
1
"P=2.
=>
·6405
(3190)
{cron
Valve Stem
6409
0001
-20
ri
ANDE
KA
Vidy
6419
&
Roller Train.
6404
6409
WE HA
MADE BY
164
11
TRACED BY
CHECKED BY
61
APPROVED
LO ට
K
11
3
Note: Numbers on Parts
+ Valve Stem
This Distance Constant Wherever
Guide Bearing is Used.
For Location of Valves Using Guide
Bearings See Drawing No. 6419.
m
F.A.B.
Joe
are Drawing Numbers.
Plate 78
Scale
& & Leer
Asst Elect, and Mech. Engr.
OVER WW Goethals
Chairman and Chief Engineer.
WOR
37-7" to
Bottom of Culvert
3
Ma
REFERENCES
FOR ASSEMBLIES SEE DRAWINGS NO. 6425, 6428, 6427.
FOR DETAILS. SEE DRAWINGS NO. 6404 TO 6429 INCLUSIVE.
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
OFFICE OF THE ASSISTANT CHIEF ENGINEER.
CULEBRA. CANAL ZONE:
STONEY GATE VALVES
MACHINERY FOR ALL LOCKS
ASSEMBLY -- SIDE ELEVATION
a
Inches
Jummu
4 Ft.
RECOMMENDED:
Jadi-
Da
DECÉMBER 1, 1909.
SUBMITTED:
Cow Childhaver.
Electrical and Mechanical Engineer.
Assistant Chief Engineer.
Drawing No. 6425
-6424
T
11
Top of Coping
quadoras
6110
CONCL
qzatvaralaa
z=0
6/09
12
11-6"
ASVIEWED:
6-, 2-
"
7'-3
0-9
-2-0½"
2-9*
Operating Tunnel, Center Wall
-7'-0"...
6410
6423
L.D. Cornish
Designing Engineer,'
6415.
-6411 and
6412
Operating
Tunnel
T
6410
6423
6415
-6420
6416 and
6417
19′
6424
$118#
-
0149
15/12
-6423
PATREON
-0179
カー
​64/3
T
-20~
Conduit Space
6418
6409
-9079
6420
$42.0
J
64095
6418
Top of Bracket
6420
-0
@o
-800.9
30-3" This Distance Constant for All Lock Walls
64084
7
2-724-
2=-794-
-1209.
642
Main Stoney Culvert
I
6409
#
Q
64071-000
6420-
13'-8"
Roller Train
F
-12-
12
- 13/1/12/1
5=0"
ور اثرات
Valve Stem and Thrust Screws
TH
Roller Train
·6-0
T
III
4'-10½".
6407-
1
6405
Note: Numbers on Parts
-6408
6405-
1
6404
are Drawing Numbers.
LEADIN
1
Minimum
A
ه.
MADE BY
TRACED BY
CHECKED BY
6404-
APPROVED:
GULAR
---
Moderna med m
V
Grp me
Scale
FAB.
Jo & Lee
Asst. Elect, and Mech. Engr
Got You ful
Chairman and Chief Enginour.
2
Plate 79

Just
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING..
AFPICE OF THE ASSISTANT CHIEF ENGINAER.
CULEBRA, CANAL ZONE.
REFERENCES
FOR ASSEMBLIES SEE DRAWINGS NO. 8425, 6426, 6427.
FOR DETAILS SEE DRAWINGS NO. 6404 TO 6429 INCLUSIVE.
Inche
STONEY GATE VALVES
MACHINERY FOR ALL LOCKS
ASSEMBLY -- END
1961
ELEVATION
SUBMITTED:
4 Ft.
ارڈ
RECOMMENDED:
Jt, F.
6424
DECEMBER 8, 1909.
EdwSchildhauer.
Electrical and Machanical Engineer.
rdois
Assistant Chief Engineer.
Drawing No, 6426
RESUMEO
¡
DAN
***
:
LA.Cornish
Designing Engineer.
6'-3**
0-, P
4'-0"
;
·6'-0*
;
:
1
~6-6
!
¦
3'-0"
3-0″
&
&
Vertical Shaft and Thrust Screw
Valve Stems
X


1
2014-
π
1100
6420
6421
Vertical Shaft
and Thrust Screw?
6420
6404 and 6405
|[
& Bulkhead
6408
6423
15/2/20
-IN
12'
6422
2-10"
8½ 2
Friction Clutch
Cut Off Coupling.
6415.
#N
17
O
ZO.
0
ין.
0
& Motor Shaft
8'-3"
BOD
P
/6408
لنا
O
6411
6414
and
O
6412
6410
6105
4 Valve Stem and Thrust Screws
-2-02/
8'-3"
Left Hand Machine
。
·6416
ए
·6422
-6406 and 6407
-6418
-6417
ts
-12=
XXXXXXXXI
-12'
6'- 1½/2"--
6420
4'-3″
&
2'-9*
3'-4″
Valve Stems.
3'-0"-
2′-9″---
5-6″ Operating Tunnel
Operating Tunnel
Operating Tunnel and Main Stoney Culvert Center Wall.
Note: Numbers on Parts
are Drawing Numbers.
ļ
:
5~6*
2-9"
we a
3'-4"
3'-0".
2'-9"
-2=0°
4'-3″
12
~
·12′
O
6-1/2"
O
(O
TO
8'-3″
。
!
6423
Right Hand Machine
4 Valve Stem and Thrust Screws
O
G
18.-.
6424
8'-3″
"
2-02-
0
THIS
O
[M©
0
& Motor Shaft
Song
*
· 15½"
M
2-10"
ES!
3/8
Vertical Shaft and Thrust Screw
Drain
See Drawing No.6/11
☺☺
PAND
12"-
:
3-0″.
„O-,
!
12
6'-0"
10~+
& Vertical Shaft and Thrust Screw
MADE BY
TRACED BY.
CHECKED BY
D
og
APPROVED
Scale
2
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
office or the ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE.
"Fon Gorthals
FAB.
JOZE Lee
Asst Elect; and Mech. Engr.
Plate 80
Chairman and Chief Engineer.
t
REFERENCES
FOR ASSEMBLIES .SEE DRAWINGS NO. 8425, 8428, 8427.
FOR DETAILS, SEE DRAWINGS NO. 8404 TO 8429 INCLUSIVE,
AB
W
3
STONEY GATE VALVES
MACHINERY FOR ALL LOCKS
ASSEMBLY PLAN
Inches
lululul
DECEMBER 18.
1909
taw Schildhauer
Electrical and Mechanical Enginear,
RECOMMENDED:
Jr. F. Sroders.
Assistant Chief Enginger.
Drawing No. 6427
SEO PEDRENNERELOSTERAYIZATIO
Reviewed:
Drain Outlet.
6508.
L.D. Cornish
Designing Engineer
ห
5
7411111116
6507-
B*******
Note - These details to be
furnished by purchaser.
C
WALLS
JERICHO PAKETLOSTOJALAN
6508
FO
-6505
-6504
army
7021
6504
6508
6504
201-2
2101-9
Floor Level
$81
6504
5-11 12-
$1-.
૦૩
-IN
2
3-2".
6503-
1775
-7021 Furnished by purchaser.
6505.
19" R.
17-
2-0 D
-19"R.
18°
TABU
6507-
Fit
19"
=
BANN
"IN
+
7'-7"
6508.
・ビーブー
​2-7
6504
Filing
DHIKROMIA?|
FISHI
Approximate.
Bearing Details 6505
3½"
6508
167 5
7:0".
-6506
,6506
2017
6-0" — Approximate
đi t
6504
Limit Switch.
WAW
5'- 5 ".—_—_—_—__
Motor 750 R. P.M.
No Load.
Grout
''-8/
10
•6506
6506
章
​•£
#
6105
A
-341-7
AIE
137
6505
i For Grout
14 Approximate
91" Approximate
2-2
6508
6505
72-103" To Top of Coping
Floor Level
Reference.
Foundation Plan.....
Bed Plate and Bearing Cap.........
Bonnet, Bonnet Covers, Sleeve, Bevel
Gears, Nuts, Coupling and Stuffing Box......
Shaft Bearings, Valve Stem Guide, Raising
Block, Foundation Washer and Screw Nut........
Limit Switch Connections and Bed Plate
Doors....
Oil Pump Details, Oil Gauge and Thrust
Screw Roller Bearing.......
Thrust Screw, Shaft, Keys, Studs, Pipe
and Miscellaneous Parts....
Note - Numbers on parts are Drawing Numbers.
TRACED BY.
Scale
Ratchet Details....
Stuffing Box Frame, Valve Stem and Valve
Stem Casing.........
7021.
Limit Switch Assembly and Details....... 6105 to 6108. Inclusive.
MADE BY M.H-M₁. ~C.C
CHECKED BY.....
APPROVED:
C.C.C.
Plate 81

C.C.C.
2
Ass' Flest and Mech, Engr.
Jr. F. Stodes
Acting Chairman and Chief Engineer.
Drawing.
.6501.
.6503.
Inches
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
OFFICE OF THE ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE.
.6504.
REFERENCES
FOR ASSEMBLIES SEE DRAWING NO. 6502.
FOR DETAILS BEI DRAWINGS NO. 6503 TO 6609 INCLUSIVE.
.6505.
6506.
6507.
6508.
..6509,
CYLINDRICAL VALVES
MACHINERY FOR ALL LOCKS
ASSEMBLY AND SECTIONS
3
RECOMMENDED:
DECEMBER 29, 1000.
SUBMITTED:
Eden Schildhauer
Electical and Mechanical Engineer,
2004. F. Sodoe
Assistant Chief Engineer..
Drawing No. 6502
+
DARRERSCHEINČELAD
REVIZWED
7:00
O
LAC
SPRUCE, EVER D3 ELAS BOATS" MON LATE.
Back of Angles.
G
O
•
O
Henry Goldmark.
Designing Enginoor,
O
Designing Engineer
PSTEIN WERE TAKEN 30. 27" YANG
O
•
O
O
a
000000
000000000
190000000
DEŽELJENOSTEANIC IN
Shock Absorber.
RÜYA
Back of Angles
17:0
TEKKIDA WY
+16 D
BRON
Face of Lock Wall.
}
130,000lbs
2-252-
of Pintle.
Strut
Edge of Recess Cover.
6-g"
6=5"
& of Electric Locomotive Track.
4-10-
16-0"-
11
}
1
1
1
1
1
Face of Gate Recess.
لا.
HANDHELD THE
D
A
V:A.A
AL
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6.
4.D.C
0.
✓
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16
4.
R
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US
"D:"
2.
D
21
.0.
Gear 19-1" F.D.
R:D
PANASONICAS BASKETS ARE PREDELABAZAR 132
£ of Pintle.
PLAN OF MACHINERY.
PANELONE AUSOARES AND SCAN.
isi
.
4.
d
Total Gear Reduction 1800 tol.
Time of Operation 2 Minutes.
Encased Gears.
of Gear
Bo-c
4:0
ALBA VEZETVANS
50 H.P. Motor.
450-500 R. P. M.
Big"
কার
TMUTEMI
O
D.D....D.
;D:
d
4.
€ of Gear.
Encased Gears with Spring Centers.
ব:
+
.:
0
4.
G
VI
di
ل:
0:
14.
A
·D:
IS
N▼
V
12:0"
249"
✨of Operating. Tunne) and £ of Center Lock Wall.
14:8"
23-
17-0'.
5-9"
5'-0"-
For Sectional End Elevation see urawing 6207.
VENDIGTCA
11-3"-
70-01
5-6"
(0
21-3":
N
K
Top of Coping,
£
ن
:D.
لی
20%
-2-87
"2"
Pinion.
16" P.D.
3-6
22
Strut
Opening
::
£ of Strut
5-8"
4:0°
ZAHRNUT S
**********
*** S*
water Level.
Nội thất Tin ảnh
·7-0"
Water Level.'
V
3.A.
19
ADNA
A.
MADE
BY
心
​AD
♡:
KAN
APPROVED:
4
A
NANA
D
"
ď
2:
2
:0:
0..0.
Δ
. ..
0
ཧྥ་
F.A.B.
a.
20
PORNS META
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D:
4.
d..A
Duc
1.
VO!!
PODA
S
C.C.C
TRACED BY
OARDKED BY E. & felt
Aas't Elect.
Ence.
Mach.
"WW Southal
Chairman and Chief Engineer
rain.
PUEBLA AMEJITVENE MOMRACTEZAR ATEL
Drain.
Drain.
MITERING
MITERING LOCK GATES
Plate 82


ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
pPrice or THE AŠŠISTANT CHIEF ENGINEER
CIMEBRA, CANAL ZONE.
5'-0"-
PROPOSED ARRANGEMENT OF OPERATING MACHINERY
WITH STRUT ACTUATED BY A COMBINATION HORIZONTAL
CRANK AND GEAR TO OBTAIN VARIABLE VELOCITY.
PLAN AND SECTIONAL SIDE ELEVATION.
Drainage Tunnel.
بول
RECOMMENDE
F
1:4∙
جاه ماه جار
20/4-20 2012
:D
12:
چاه چاه
SUBMITTED:
Edu Schiltiaver.
Electrical and Mechanical Engineer,
JANUARY 28, 1910
SAMEHEDINJA PRI ZAME
Assistant Chief Engineer
SECTIONAL ELEVATION.
Drawing No. 6206
PERAMENTEN NAČ
:
REVIEWED,
Henry Goldmark.
LAC
Designing Engineer.
Designing Engineer
Gate Leaf.
& of Strut.
Face of Lock Wall.
78-2
N
6':9″
Eof Electric Locomotive
Track.
18-25
Face of Gate Recess.
10. P.
ܘ ܕ
44-4
4709
Acasa 6.0.
·0.0
·D:D.
A
D.
Q:
A.
A.
♡
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::4
♡":·:D:
P
A
D D
D
4
D:D
/>
8-31
✩
Y
30′-0″.
D
'D
D.!!!
3-8
A
:AD
7. D
ج
SECTIONAL ENO ELEVATION.
For Plan and Sectional
Side Elevation see Dwg. 6206.
E of Gear and
Pinion.
Top of Coping
WIN.
I da
9'-0" _______
D
5'-4".
iD.
K.M
9-6½" P.R.
D
E of Drain
A
5
11'-911
4,9
0.0:
•9.00
.0.0
D.4.
£ of Electric Locomotive Track.
23-
A.
4:48
Se DO CAR
Eof Center Wall.
Operating Tunnel.
Cond
Condult Space.
4:0
NAVY
.0
Eof Operating
Tunnel
Drainage Tunnel.
4
4:
A
D
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
OFFICE OF THE ASSISTANT Chier ENGINEER.
CULEBRA. CANAL ZONE.
MITERING LOCK GATES
PROPOSED ARRANGEMENT OF OPERATING MACHINERY
WITH STRUT ACTUATED BY A COMBINATION HORIZONTAL
CRANK AND GEAR TO OBTAIN VARIABLE VELOCITY.
SECTIONAL END ELEVATION.
MADE BY
TRACED BY
CHECKED BY
TTA-B.
APPROVED,
<.
E.C. Fel
Mech.
Ass't Elect and
Plate 83

Mech. Engr.
sch Grificals
Chairman and Cotar Engineer
SUBMITTED.
JANUARY 28, 1910,
EduSchildhaver.
Electrical and Mechanical Engineer.
RECOMMENDED.
IV F. Stoday
Aznginee
Assistant Chief Engineer.
Drawing No. 6207
REVIEWED,
Houry Fold mark.
*****
Designing Engineer. ·
Lock Wall
Face of
Crosshead Nut.
#
Section on A-B
Gate
Timber
race of
Fender
-Top of Coping
Top of Top Girder.
Diagram
Showing Relation of Machinery
To Gate Recess Cover, Railing, and Lock Wall
Outline of Gate
Gate Recess
Cover
达
​Locking Pin.
Miter Point
Foce of Gote Sheathing
29.7
3:4/1/1
Face of Gate Recess Cover
200
« augue
* ET F
PURE'VE H
4-11
-흑​이
​Plan
3'-0"-
In Mitered Position
20*
To my
Point
6 D. Pin
and Miter
& Lock
3½ D. Pin
Point
Fender Timber
Miter
7
fift
Qu
2-10/2/2
3.6½"
Z
3D. Pin
01-
A
asshead; Nut
B
+
6
Knuckle
Angle Riveted to Gate
-Roller Thrust Bearing
THI
É Rail Shaft
Collar Thrust Bearing
W
Side Elevation
Frictio
-Stuffing Box
Cut O
Coup
HE
5-4″
Angle Bolted to Machine
9-0"
Removable Covers
Outline of Gate
Water Tight Compartment
!!!!
20:
Limit Switch
7½H.P. Motor
625-750-R.P.M.
//
Bolted Connection to Girder
MADE BY
া
sales
Im
19
CHECKED BY
APPROVEDA
TRACED BY ED G.
/////////////////////ID
Face of Gate Recess Cover
Rail Shaft
TAB.
کریم نہیں
58
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
office of the ASSISTANT CHIEP ENGINEER.
CULEBRA. CANAL ZONE.
Cel
Ass't Elect and Mech. Engr.
N
Top of Top Girder
MITERING '.OCK GATES
PROPOSED MACHINERY FOR FORCING PERFECT MITER
AND LOCKING IN MITERED POSITION
ithals
Chairman and Chief Engineer
Plate 84


29-2
2100
& Locking Pin
&
Miter Point
Face of Gate Sheathing
Motor Shaft

SUBMITTED.
انگاما
FEBRUARY
Schildt haver
Electrical and Mechanical Engineer.
RECOMMENDED:
1910
Stodo it...
Assistant Chief Engineer
Drawing No. 6208
OZONAM KA
REVIEWED.
EXITN
G
.....
2=3"
+
HHISHE
M
Dzeigning Enginear.
Decigning Enginoor,
KETAM TALDEAKYA
•Reduction Gear for Tractive Effort Return.
110 to 17
HAHA
73 to 60
78 to 19
--
5-6"
1
1
TI
KITE
[55 to 29
11
-11
JAN
36 to 30
Universal Connection.
62 +6 24
VM
RUU
+126+016-
Tow Line - Maximum Pull 25.000 Lbs.
-
•Thrust Wheel
-
0
ܶܐ (
NI
Zessi
MI
Slip Drum with
Variable Resistance
Control.
==
TO
IM
60 to 12
PLAN.
11'-6"
27-0"
1.
1
90 to 24
1
60 to 16
115 to 29
Pitch Line of Rack..
Top of Copings
Bar
kzzzzz-
LAT
WA
NJHALAPAYÝDENEŠO
==
13
HI BIL-
SE 20'LL"ZLE
S
1
Hand Hole
ܪ
5-6"
J
=
RizzSÆK
====
וון
2-3"
Gong
Headlight.
"1
MKO
M:
A
Speeds.
Locomotive Towing.
Returning
Slip Drum Towing
11
Idle
419 5030
[1
A
11
[1
6'-9" To £ of Rack
Motors.
2-75 H.P. at 500 RPM. for Driving Units.
1-7½ H.P. at 750 RPM. for Slip Drum- 10 Ft. per Min..
1-2
#1 -200 "
Starting Torque at 1 Ft. Rad
For 75 H.P. Motors.
7호
​2
Maximum Pull.
I
·2-6"
-
♡.
11
い
​ון
END ELEVATION WITH COVER REMOVED.
8'-0".
#1
TRACED BY.
CHECKED BY
"1
جج
E of Rack.
KATARI..
ぜ
​6-10"
APPROVED:
MADE BY W.H.
11
[1
2-6"
c.c
Steel Tie.
to. C. Lee,
Engr.
Aas't Elect and Mod
Moch.
2 Miles per Hour.
5 #
||
Goth Galihali
Chairman and Chlef Engineer.
Plate 85

10 Feet per Min..
200 "
CAMERE EGNE
T
11
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
DENNE OI THE ASSISTANT CHUET ENGINEER.
CULEBRA, CANAL ZONE,
11
ELECTRIC, LOCOMOTIVE
PROPOSED FOR TOWING SHIPS THROUGH
OF LOCKS
SLIP DRUM, TWO DRIVING TRUCKS WITH UNIVERSAL
CONNECTION TO BODY
#1
each 1150Lbs.
100
20 11
25,000 Lbs
18"
RECOMMENDED:
Jr. F.
"
822
Conductor
#

Conduit.
FLIGHTS
MARCH 2, 1910.
ED:
Edurchild have
Electrical and Mechanical Engineer.
Trodors.
Assistant CRT&T Engineer.
Drawing No. 6806
GRAN CAN
Gatun Lake
1
275
274
273
272 a
271.
270|#
892
269
LD.Cornish
Henry Goldmark.
. ..
267
815
265
266
812
3.
1814
264
813
Pacific Ocean
Designing Engineer.
Designing Engineor.
- - 453
452
E
263
263 ..
855
447
854
~ 6
446
853
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261
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260
259
a a
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440
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442
439
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438
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738739
558557
554555
255
736737
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254
811
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810
253
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Miraflores Lake
734735
732 733
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552 553
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243
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241
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POMPON JUAN,-
430
957
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956
427
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538
426
425
851
850
719
- - 429
428
849
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536 537
MIRAFLORES LOCKS
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534535
716717
532 533
714715
712 713
931
930
530 531
7102711
320..
52 529
701
708 709
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706 £ £ 707
526 ☎ ☎ 527
-- 237
236
235
234|--
601
108
909
908
955
954
B-7
928
929 927
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845
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4221
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421
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420
522 523
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702703
314
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228 - - 229
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226
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417
416
415
414--
516 517
514 515
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4091 ---
843
8415
Gatun Lake
411
6840
408
---
406
508 509
407
405
404
403
402
401]·
400
506 507
220 - - 221
612
อล
218
Note:-
905
904
504 505
502 503
Miraflores Lake
216-217
213
mas
212
5000501501
Numbers Refer to both the Valve
or Gate and its Operating Machinery,
Except thata Mitering Lock Gate shall
bear the Number of its Operating Machin-
ery and Not of its Mitering Machinery.
៦ .
MADE BY
214
CHECKED
117
TRACED BY
www
0128
903
902
207
- 19
APPROVED:
206
205
NO SCALE.
FIRRELAT
a a
204
เขตกา
*IMATIKULES
102
DAR
INISTRAT
200
901
803
802
209
801
900
7800
1802
NUMBERING SYSTEM
Miter Gate Operating Machinery
Locks Class Numbers
Gatun
I to49 (Inclusive)
Pedro Miguel 50 to 99
Miraflores 100 to 199
n
Stoney Gate Valve Machinery
Locks Class Numbers
Gatun
200 to 299 (inc)
Pedro Miguel 300 to 399
Miraflores 1400 to 499
ล
Cylindrical Valve Machinery
Locks Class Numbers
Gatun
500 to 599 (Inc)
Pedro Miguel 600 to 699
Miraflores 1700 to 799
12
•
10
Guard Chain Machinery
Locks Class Numbers
Gatun
800 to 819 (Inc)
Pedro Miguel 1820 to 839
Miraflores 1840 to 860
་་
F.l.l.
E..R..G..
F:A. Browne
Assistant Engineer.
11
"Top Yeuhals
Chairman and Garer Engineer.
203
Miter Gate Mitering Machinery
Locks Class Numbers
Gatun
900 to 925 (Inc).
Pedro Miguel 1926 to 949
Miraflores 950 to 975 14
Auxiliary Culvert Valve Machinery
Locks Class Numbers
Gatun
B1 to B4 (Inc.
-Pedro Miguel B5 to B8
Miraflores B9 to B12
"
202
Progressing from Atlantic
to Pacific Numbers Read from
East to West.
20
11
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
orrice or The ASSISTANT CHier ENGINEER.
CULEBRA, CANAL ZONE.
a m
LOCK MACHINERY ALL LOCKS
NUMBERING SYSTEM
Plate 86

Atlantic Ocean



code
APRIL
1016
Eawkhildhauer.
Todo
Electrical and Mechanical Enginear.
RECOMMENDED,
J F.
Asetotani Chik Lagineor.
Drawing No. 6115

all p
EVIEWCO:
16-0°
152
6 Panels & 18'-4"~110-0"
32'0"c: Trusses.
11-0°
zah.
20'-0"
EduSchildhauer
Electrical and Mechanical Enginger
D. Cornish
Designing Engineer
33-114
46-0*
P
25-0"
Concrete
Counter-
Ladder,
weight
38-b'
MEHME
20'-3"
WH PH
* "YANG AND AS
Motor-
Line]||Shaft for Wedges,
[1]youÇ un-
40'-8*
40-8°
C
7-0"
K
PRESENTANZ
*****
Lama
EL97.25
5:07
2072-8-51
(2991*86.+13
1-617-0
CLöddeľ
EL+931667
2-8
EL +920
Air Buffer
7-457 7-42
Horizontal
Tru
Wicket
EX+89 25
14-9"
14-9″
„b-bl
9-bi
13-516
39-0″.
Girders
21-71
EL +45.50.
₤1.+92.0
El+90.75
EL +89.25
34-12
EL +89.25
CLODIJ
EL 90.75
9-67
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43-3″
98-0"
164"-3"
13 Panels @9-2”- 119″ 2″
ното приз
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262-3°c to c
thet
47-10
Anchorage
** ** ** *** *
ELEVATION
END PORTAL
Z
V
Z
π
N
Ladder
El+98.1667
El+92.0
A
Halt
Machinery for Operating
Wicket Girders.
6 Independent Units
12-0°
46′-0″
18'-0"
14-0"
1
6-2″
3
All Machinery for Turning and Wedging,
Electrically Controlled from this House
2 Motors for
Turning Dam
SO I J
Foot Walk
Denne m de
Sam mana
L
Cap
M
Hand Power for
Turning.
Slope for drainage
Hond Power for Wedging
Ronyer
Molor for
driving all Wedges
—
16-0°
Tuming
Indicator
Hand Brake &
Wedec
Indicator
Line Shaft
18'-0"
$1.
CONTA
Foot Walk
Greasing Device
for Center Pivot
Ladder
16-0°
dild-p
LATZ!
18'-0"
19-202
4-6″
ale
SECTION A-A
Showing Cross Section at Center Pivot
A
Page
INT
NA
Bal
Machinery for Operating
Relling Gates.
6 Independent Units.
PLAN OF FLOOR
IN
DZ
Trailing Wheel
47-10
da vlad
Rack and Track Quadrant
***********IA-IAA
Ka
92-3″Rad. of Track
-
-
Japanes
94-3′ Rad of Rack.
lenka kepekatan p
O Q O
*
X
30-2
O
**** ** *VAN. IN WING WIGAW AWNING
XX
O
wedge
Girders
Variable for Panels ito
Bottom Chord of Upstream Ver. Truss.
X
Wicket Girder
*0
K
·Main Pinions
Line Shaft
P
El + 90.75
K
Pivot Girders?
59-85 ctoc pins……….
End Lalch
Diagonals in Top Lateral System
MA
PA MAA ka m
Hanger at intersection
of Diagonals.
5 Ton Cranest
32-0
Line Shaffi
for Wedges
-Trailing
Wheat
1935
•1•
12-61
SECTION B-B
Showing Typical Gross Section, Panels ! to 12
PLAN BELOW FLOOR
Air Buffer
£1,+84.25
23'-5"
6-4 11
.0.91
C
30-0
30-0°
47- 10″
0,81
.8-91
El+97.25
El +920
4.1
Slabe.
El +9200
SIDE WALL
€1. + 69.25
B
01-1
H
(
*
W
INXI
RI
T
XX
XXI
+
4 of Dam in closed position
"Line Shaft |for Wedges
3XXX)
JRXXXI
XX
#
300
110-o'width of Lock
EL 3731
119'2″c toc Bearings
& of Bearing
www
*XX**X*XX
*****
the
11 sps @ 9-2″-100′′10″
★ of Upstream Vertical Truss.
DIRECTION OF CURRENT.
****************· Ang say* •
N
AZT
□□□
p p
KRI
XXXXXX!
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□□□□□□□□□□
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X*XXI
100
300XD!
and
CANA
□□□□□□□□□
□□□□□□□□区
​XXX
SECTION C-C
Showing Dam in Closed Position.
THE
Brocket
Guide for
Gates
XXXX
XXX
XXXX
3XXI
DOD
4
区
​N/
□□□□□□□□□□
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XXX
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XX
2
IRI
XX
VA
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4-7
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XI
XXXX
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3X
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XXXX
4-7:
£19725
2
9.187
End Laich
£1.90.75
Casting
6,5
MIDDLE WALL
El +90 15
End Wedge
Casting
167″
Automatic Device for Air Buffer
32324
EL.95.50
Strut in Top Lateral System.
E192.0·
·EL+90.15
30-0"
& of Center Wall
30-0"
32:0*
30-21
Kepada m
-Line Shaff
for Wedges
El.9725
EL 95.50
0
MADE
EL+92.0
18
EL+ 84.25
TRACED BT
HW in Gatờn lake.
PPROVE.
* 8700 Elev
CHECKED AT
ANG PANGALANA D
DAN HAR MAN M
De Venta Ca
—
VI P
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La d
pa p
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G.J.
Dr
paya baka
KONKANĀ SASAKTIACALLEJIN
NA PÅ A
Kap
Jom
6.9
•I• •
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING,
oprice on THE ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE
7 Part Tackle I'Wire Rope.
EMERGENCY DAMS
For Gatun and Pedro Miguel Locks
GENERAL DRAWING OF EMERGENCY DAMS
Right Hand Dam Shown
YO weg
Ap
Stope of Girder
10
Assistant Engineer.
hallelady
Chauman and Chief Engineer
Plate 87
SUBMITTED
0
-EL. 36.4010
EL313
RECOMMENDED.
P
CROSS SECTION OF DAM
IN CLOSED POSITION
F.B. Mönnichia
Designing Engineer.
JUNE 6, 1010.
The F. Sevdad.
Assistant Chief Engineer.
2
SAENZORSK NA
SANZAMAZON: 227 DOMESTILANKYNILASTELLANOMA IN LUKE MZTAS PIEZUELANDICAPPER
KISTAN PALAKKADIELYSEESAMAKŽE ZARASHANTARANGALIA ISLANKENSHELFDE GROSSELJAANDOEN.
REVIEWED
AND SLIMUZ
SAN DARI DES
for Foot Walk see Sheet 5527
|
VALGAMAA KANGGO
the we want
porta a Pas de Mad Made M
M
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Exartoninducers
Down
Electrical and Mechanipal Engineer
L. D. Cornish
Designing Engineer
01
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MENDEL JODEZIJA MEAN
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003
A TANAKA
BLESS
Wedge
Confroller
CAREJA, “I beneath SPAN
NORAMAS AGUU SATAN PAL DOMA, DONE ANONI
Wedge Indicator
See Sheet 5541
t
1
CARA MENDOZA PRINCE TO CON
TEIKKAAVIK MEDIA
"OUTLAND
PREZANTE MARKET.
Rheostat
apans
MORE!
Pocket for Adjustable Counterweight.
2 Brass Hand Rail,
065
19-
43×23:17
400
Turning
Controllers-
61@
PLAN OF COUNTERWEIGHT
ANOT
Switch Board/
610
SEDANG PELBAGAIN
PRESSREL/REZ TABODY
PRESS
CONSULENT Pawnings 2575 mm KRONE VIDE
610
Steel Pl.
610
61
PERIMENTALA
6!
33.2"
BHUAIL ONT
(PL.
38 (11)
O
PL
Pocket for Adjustable Counterweight
MOTORS FOR TURNING
11-0 Pocket. 38
43×2×37
66.4 c-c
19
HOME
H
DISCOSSFACKLEYE ZEZENAS
33.2"
Gas Pipe
15
610
38 (19
FOR FUNIAKO TEN
1640
LAU
AP!.
ZANTESEHING
--
15T@40*/*
$80 6!
11/01
2-Motors - each about 110 HP
220 Volts 3phase 2öcycle
355 RPM. Fitted with solenoid brake
Contactor Panel'i
(Rheostats
POKAMERAS, Tg
SMART ANNUSTREN
P!
618
Contactor Panel-
2-5*
01
Photo Marjan
PESUAINETE
3-32
32-0˚c-c of Trusses
To center see
Sheet 5534
VOLYNEURO
←
- - - - - - - TRANG
we
===———
All grease cups shall be of easy access and connected
by suitable piping, if necessary, to the bearings
All pockets in counterweight outside of house to be
TAXMINŽENI
PROGRAMIN 2 VIEWS TO 13. Bawat come
drained by pipes imbedded in concrete
Three adjustable counterweight pockets, two inside house
and one outside, to be filled with a quantity of pig iron
EJORDANS
and concrete such that there will be an excess weight
of 10,000 lbs. on each of the two trailing wheels under
the short arm
45 (20)
MAKSTUD VAN HARIAN
O
Mas
FORMA MAI VA DORNE
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58 (21)
MEBORDE
O
PAVA IYIŞI
48(19
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BELIEVE MORE PAPA, SPOL.
Star Gebetriebs' tapeta, or
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CATATAN TENGA
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GILAJNA: PL. TOPA
SOKKAL, A KARE
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VALLIEREN JUST MARLAARZENARNY
40-
Piece Marking System
First two numbers refer to sheet showing piece
Second number, in circle, refers to pisce or sheet
Example:- 38 (24) refers to piece (4) on sheet 5538,
the first two digits of sheet number being omitted
48
o D
48 480
Shaft 48
10
For Elevations and Transverse Section see sheet 5530
For Longitudinal Sections
see sheet 5531
For Details of Operators House
For General Drawing of Structural Supports see sheet 5532
47
47016
4+00
®
40
47(5)
47
See sheet 5533 & 5536
A p
040
10
46 (15)
48 (13)
-48 (13)
43 (15)
47(10)
48 (17)
Plate
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171
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201
10.
10
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Frank H. More
Agulatanı Engineer
Jauh als
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C
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118
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Ja
MD ON
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Plate 88
0
O
38 (8)
O
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
orrice oF THE ASSISTANT CHIEP ENGINEER.
CULEBRA. CANAL ZONE
@
EMERGENCY DAMS
For Gatun and Pedro Miguel Locks
GENERAL DRAWING OF TURNING AND WEDGING
MACHINERY FOR SHORT ARM
Q
SUBMITTED
(Φ)
2'-3"
9'-5"
4-4"
PLCOM 3a) & M! D&D
4'-4*
9'-5*
2'-3"
7B Mönnelie
Designing Engineer
MAY 28, 101O
JJ J Jrodow
GUNNARIEPASANGANANAS
Assistant Chief EngineCT
5529
KÁMEKUTANA N
KANGAS ABLATANTE VREMENE OTCA ELDERNA METTANIONS MELANNERYKLOS PULI B.Satalan:1-30

MAMAY QOYULMAGGIE NETGANINIZI MAKKAAN 200 mgTNERRORINO MARANERLANDAISEN PLANIRANIERISA ANN
MAZZARS PRESENTARE SUNSAI
An ana
KANSERRAN
HAPPENSCHEN ZA PLANINE
LAZIŠLAIDO COM
LOREMAINS ONLINE SACOM
1-3°
QEVIEWEO
6-i
lot
25
15-2
To Centre
See Sheet 5534
HOME OF WANTING ADVENT. TESNER, ADMIN ANG "THE-IN. HE OPTINGTON
O
10C 25*
Ex is bild naver.
L. Le Cornish
Electrical and Mechanical Engineer
Designing Engineer
3 x 2 1/2 x 3
Lad
3*3**
·Bearing Pl.
6:21
7.101-9
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HOLES
Web 45*
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12°C 30°
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*****
20°1 70
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1½ Gas Pipe
1½ Gas Pipe
NE
3*2*
4421
O
G-52
3-6
O
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O
NO
48 (19)
0
TENN
**
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Wedge
Indicator
See Sheet
5541
MOS
+0*
SECTION DD
487
Hand Brake
See Sheet
5546
3
-5"* Pipe
2-21
*
48(9
4×2
2- Webs 30x4
b.to b.
HOM
***
2:2
181 GO
486
45.0215
1-3
Pr
10"I to carry 3 Ton Trolley
and Chain Hoist
7-45
****
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2-14-4-2
Web 2775
NA
DETHIE
37(2
8-95
37(16)
T
Micha
92'-3" Radius of Track.
94'-3 Radius of Rack.
98'-0" to Centre Pivot.
3-4
0:
**
O
MINKOSILNE
VLJENJE
2-21
32
*****
4801
www
3-1h
109:
3,922
D
43 27
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434)
43(2)
1-104
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102
4-13 474-1
I-Web 27-4
I-W2b 41*¨
9.
2-101
2-0
433
71-682
Trailing Wheel
2-3 Diameter.
5 face
33.2"
2-0"
**
3:51
3-111
2-7
$7(2
*143*
For Equalizer
see Sheet 5537
10
4-1$ 44
Web 27+
57(2
SOU
4-134mAnぎ
​½" Web
10:
4-6
****
3-9"
LOTE
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MO
O
で
​For Details of House
See Sheets
5533
5536
1864 gi
૩૩
5-21, b.tob
11-71°
22'-8° to Floor Line:
6-100 btob.
2-4 bitola
chord
Floor Line Elev. 120. 8333
5:0°
To Centre
& Bottom Chord
Elev. 98.1667
Eley. 93.1667
567
(stav
LISA
Piece Marking System:-
9×28 1892Y
14-10 6×6ק
F-COMPU
THO
gay
First two numbers refer to sheet showing piece
Second number, in circle, refers to piece on sheet
Example:- 38 (24) refers to piece (24) on sheet
5538, the first two digits of sheet number being
omitted.
2-12
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.
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44
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For Details of House
5533
See Sheets {
5536
S:2
نی
7-9
PRET THE SPORT
***
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4-1º 4×4¨×™
2-wabs 36
**AW
C
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PROT
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61
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4408
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Web 62*{
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8-9
400
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FOR PLAN AND HORIZONTAL SECTIONS SEE SHEET
5529
FOR ELEVATIONS AND TRANSVERSE SECTION SEE SHEET 5530
FOR GENERAL DRAWING OF STRUCTURAL SUPPORTS SEE SHEET 5532
C
375
Ω
$3
44
13×34
31-6783
40
47.09
Shins
43
Ka
K
39
1-312
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1033 (1)
44
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440
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43
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39
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39.678
397
393
40 (2
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71.668-3-1
***
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37 (9)
KOM
TRACED BY
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pop SA, A
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CHECKED BY
APPROVED:
D
20
2:
TO
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Beton
3 (1)
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2:9*
39(4)
40-3
38(8
Ёнги
Q
Frank H. More
Assistant Engineer.
Son Garshals
Chairman and Chief Engineer.
XX
Plate 89

Clev. 1248533
2 XANH
To be continuous
between Columns
9049 $9,0
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
OFFICE OF THE ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE.
EMERGENCY DAMS
Fer Gatun and Pedro Miguel Locks
GENERAL DRAWING OF TURNING AND
MACHINERY FOR SHORT ARM
€8-9
5-8
01-01
SUBMITTED:
27-3
44-2°
RECOMMENDED:
WEDGING
MAY 26. 1910
F.B. Mönniche,
Designing Engineer.
Jr. Jooders.
J.
Assistant CHTET Engineer.
5531
STARP^%^AKILANGNLIGASS BIG, DENNA KANAPURNA a minat pacman AURIENZANCE LINK_PI/200_.JA, ARIA ANGALIA
KAA Jeddah, danĽ. Wichita

SEVIRWAD
A
.6;2
TO LONG ARM WEDGES
SEE SHEET
5533
83 (13)
Edw Schil, thamer.
82(8
ELEVATION AT CENTRE.
Electrical and Machen:cal Enginoon
L. Dr Cornish
Designing Engineer
52(4
52(3
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£3
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HALF PLAN.
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€*g*
SAB
Pat and
"-1"
$2
Motor about 25 HP
500 R.PM.
25 Cycle. S Phase,
220 Volts.
Ба (13)
B
13
Lick
FOOT WALK
SEE SHEET
про них не поворотным премина мирот подмарамиците при формираните от в
•
PL.
16%
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538
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PARIS MATURE
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53
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11
77
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15
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-322
PLATE.
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TRAILING WHEEL
2-6 DIA. 7 FACE.
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SEE SHEETS 3528-80-8
48
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SHORT ARM
65(4
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Y
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PLAN OF HAND WEDGING PLATFORM.
FOR DRAWING OF PLATFORM AND WALK SEE SHEET 5327
48.68*
551
50
A
EL
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60(3
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53 (13
SVENIA KRASIVERY
PIECE MARKING SYSTEM
Mt. Tatarbel
FIRST TWO NUMBERS REFER TO SHEET SHOWING PIECE.
SECOND NUMBER, IN CIRCLE REFERS TO PIECE ON SHEET.
EXAMPLE:-
↑
32
REFERS TO PIECE (24 CH SHEET BASA,
THE FIRST TWO DIGITS OF SHEET NUMSER DE-
ING OMITTED.
EMERGENCY DAMS
For Geton and Pedro Miguel Locks
GENERAL DRAWING OF WEDGING MACHINERY AT
MADE SY
F.H.
26
ONCERTO OF Frank H. Chrome
TALOID IN
Assietam Engineer
APPELSD.
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
HFCC OF HAVE ASSISTANT CHIEP ENGINEER.
CULEZAN. CANAL ZONE.
CENTER
Plate 90

Gaeshaly
Chefwas cat Chi¿łaganc
KRENTÓ KHADZI DES
QU'SHISTTEC
ہے
JUNE 24, 199
T.A. Minnuchia.
Dvolgning fagtõuse,
CIRI PAŠS RELAC
Jo F Stodes.
kuristum Thiet Zuginosa.
ہے
PUSSY AUTOREMANETODANCERE Sİ
ARSOVIETONzerzetes keliomst za MLADOSTING ME USTEDES, DEZE IN
5534
EPRESENTIALEM SANTANERA MOTORANTI VARIAN
STILLEGGSUME QUARTE

CV KE MARKET) SHINKUNJAVA UPAJOR TALKING VINDENMAAN ONSDAGSINTENSES
ITTYOREST EVERESTUARIO NE
KEN GRAVE KOMUNIKORELAZWISKO SKAPARÇA MËNDRUAPARKURS FAROE
B
20:
57 (25)
47(10)
5721
47(9
Hitssi
59 16
QUE
110
1-10"
-5714)
57(12)
}
2-0'
D
Elurte hilillianer!
Electrical and Mechanical Enginect
L. L. Cornish
Designing Engi
D
·56(16)
57(18)
57(10)
57(18)
·58(16)
57(19)
8.3"
4-5½"b.tob.
M
45
Elev. 90.75
54 (20)
59 (21)
56 (22)
5503
12°C 25*
70-1
b.to b.
4-15 5x3 2x2
Web.53*1
2-Covs. 11
1-obb
58(21)
Q
16-0"
·58 (22)
D
48(15)
4-15 4 x 3 1/2-1/2"
Web 12*1
59 (23)
SEDEMİREN VENDATANGKADRESE SHTONGING MA
59(20)
*
-58(17)
54 (20
7:9"
58(17)
48 15
59(3
59(19)
48(13)
3 -6°
Slot iix
[1-9½ btob.
8+6
CAT APA
SECTION AA
(59(5
1-8½ btob.19
1-10 to be
C-
II
SECTION BB
59@--
C-
ALYZER
58 (18)
(Worm Wheel 48
Shims
32-0 C.to C. Trusses
END ELEVATION
59(7
59 (18)
Roller 596
3'-6"
·48(13)
4815
½ PI.
LENTLESS
58(17
7-9¨
58(17)
48(15)
`4 1 4 × 4.1
8 × Web
x
Splice Pl.
!
-9
७
-58(22)
Elev. 90.75
16:00
Bolts to stagger
✰ of Girder
58(16)
8:3
WAT
58(16)
OIL
57(18
57(10)
O, JAPAN, ŽMON
16
574)
|57(14)
VERDE VANDE VIRTUDES,
1-107
'57
-Slot Web
Ho
2'-0"
K
47(9
@
57(25)
-4700-
57(21)
40
A – S
B
For General Drawing and Details of
Air Buffer See Sheet 5560
78-1
P1444-0
1-0"
311-1
15-8°
.6:1
si bato
32-21
904979:2
3-01
16-1
49 (6
49(4)
2-1122
49(5)
2-6
49(6)
49(7
494
End Wedges
Bevel 1:5
Stroke 12'
154 Jatob
H
49(11)
2'-6°
20.244
[ja]
2-6'
570
57017
Ma
58(5
57 14
2-41
*P.
vê vanga la ta
57(5
37 (7)
Shims
49 (8
499
هدت
6-0°
59 24
+ Pl
S-1
5306
2-83
510 (51
SECTION DD
57019
13. 256
104.
57(12)
1 Pl
57 (16)
514
51(19)
110
PLAA
Elev. 90.75
So
57@
·57 (2)
DOWNSTREAM ELEVATION
-574
57(18)
24.2537
3-3"
·57(2)
To Draw Wedges.
3-1"
5:0"
64
..8-1
*272

64
Ladder.
Bars spaced
1-0°ċ-c
2 Bars 2×2
2-€½"btob.
Je
2'-A"
& Horizontal Truss Elev. 5.5°
1-6
M
kal244
414*4*12
2 Webs 3011
581
55(1
59
516)
5911
59(8
9"
55
FEMA
550
~5819
58
312525
214
Mad M
2-42
-48 (27)
48 (13)
Plate
48 (27)
·59(13)
·57(14
59 9
591
1-$10
For Foot Walk see Sheet 5527
53(7
الرب
المر
23-256*
2 Pl.
Pa sem s
AUMAVA
PT
13(3) 48 (27)
59(4)
59 (18) R
59 (19) L
58 (4)
14232 × 312 + 12
2 Webs 13×2
9*
SECTION CC.
Elev. 90.75
2-81
經
​|_ 272-21
17.753
58(2)
2:61 btob.
-597415 4-3 1/2 x 2
Webs
M
3-9
9-1
MADE BY
Piece Marking System.
First two numbers refer to sheet showing piece.
Second number, in circle, refers to piece on sheet.
Example:- 38 (24) refers to piece (24) on sheet 5538, the
first two digits of sheet number being omited.
CHECKED
16-8°
TRAGED BY
PI.
"2-2
1-11"
APPONY
58 (D
A
E
E.H..
ar Frauls H. More
Assistant Engineer.
વ
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
orrice or THE ASSISTANT ChicP ENSINCER.
CULEBRA, CANAL ZONE.
btob.
EMERGENCY DAMS
For Gatun and Padro Miguel Locks
GENERAL DRAWING OF WEDGING AND LATCHING
MACHINERY FOR LONG ARM
Chairman and Chler Engineer.
Plate 91

----- -

58 (8)
To Center
see Sheet 5534

KUBMITTED,
ECOM
7. B. Morenabe.
Designing Engineer.
COMBJENDE
JUNE 24,
16T).
7.
Stodern
Assistant ORTES
5535


Max. Lake Lovel EL+8700
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Down Stream
1
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of B₁50° Pl
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Roller Train.
Screw Pitch.
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Roller Train Chain.
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D
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A
Foot Bridge.
•*
SASA
:
Max. Height of Gate El.+ 110.50
Nei
W
A
18-0"
-4-6-3½" € to
*DANA
Machinery Operating Tunnel.
p
E tok of Hoisting Chain.
Spillway Gate.
47-72
.:0.
..D...
El.+88.00'
Crest Elevation +69.00°-
•••.
a. 6.a.
A
7 H.P. Motor 625-750 R.P.M.
Operating Time 10 Min..
OverAll.
..····
60
...
D
P
Повер
A:
W
··
Limit Switch.
·D
:?.
104
B
p
0:
PA
MOLA
••a•
00
SECTIONAL ELEVATION - DOWN STREAM. SIDE.
30
D
NE
D
P
84
Ca
P.
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's
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l
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4..
DPD P
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:0:
10%
A:
I
For General Plan of Gatun Spillway see Drawing No. 4019.
Miraflores
34
In
4503.
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
office of THE ASSISTANT CHIEP ENGINEER.
CULEBRA, CANAL ZONE.
MADE
TRACED BY
CHECKED BY
AP
SPILLWAYS
..C..
Plate 92
GENERAL ASSEMBLY OF MACHINERY
G.CC..
T.A. Browne
Assistant Engineer.
OVED
O Geoff Goethals
Chairman and Chyét Engineer.
JULY 9, 1010.
SUBMITTEDİ
Edw Schildhauer.
Electrical and Mochanical Engineer.
RECOMMENDED:
H. J. Stoops
lost
Assistant Chiat Engin
Drawing No. 6706
REVIEWED,
5to 5.7
Sia 58
Stá 59
Sta. 60.
PC. Sta 60+04.86
Sta 61
Sta.62
Sta 63
EduSchildshaver.
Electrical and Mechanical Engineer.
L.D. Cornish
Designing Engineer.
£1.65 £1.90
El. 90
£1.65
64.59
E165
E1.65
E1.90
End of Wall_Sta_62+09.86
El.90
E1.65 El.85
K
1.90
Top
|-~-~27.95
Wall
£1.65
56 17
El.90
69°14′45″.
Rad. 150.0′ to face of Wall-under
PIT
10
Coding
£485
West Abutment
NOTE:
Crest gates not shown on
West half of Dam
Rock covered with about one foot of concrete
Finished surface to be nowhere 'higher than El. +45 .
El. +40-1
312.93′
21.48
101
El.+ 10~
R. 35.11'
R.30
7178145
to back of dam
Fad. 334.65′
33465
•
田
​2+2°.
•
Rad 314.65'′ to Grest line
142.5′
69°14
*
TOTAL PARASTRA H
A
Rad. 221. 61
A
15
母
​27
Fad 155,36.
Crest Line 7
Center fine of Spillway
o
Eley.
10°55′58″:
'12'
be of Ogee Dam 7
201
10°20′27
819.56 inside? Walls under coping
63.75
₤1. +101
Rock covereawith about 1ft. of concrete
142.5′
69° 14′ 45″
94457, 1949 51 94951°
NOTE:
54.0′
B
+
60.33'
2°44′57″
5.00.6
64
旦
​||__
4645
3/2.932
For Sections see drawing No.4020 •
R. 35:11'
56.88'
δεν
£1.48
El.+10+
56.88*
El. +40.
40 20 30 40 50
KAŠTI LSC
ܢ
East Abutment.
BVEZNE
$1.85
60 70 80
GRAPHICAL SCALE
Sto 63
50 100
MMUN
56.88'
69.14
1.
· Rock covered with about ift. of concrete.
Finished surface to be nowhere higher than Elevation +45
1
450
Details of back of curved wall subject tochange
-2
Rad. 150.0 to face of wall under coping
200 FEET
Forebay for hydra-electric power plant
penstocks will be built within these limits,
with openings through cyfved approach
wall.
21. 93
}
EI.90
Fall
APPROVED.
Top
- 21. 95
64.59
F1.65
E1.90
E1.90
E1.90
El. 85
áta 57
£1.65
Sta. 58
MADE BY EHT. and X.J.
HJ....
TRADED BY......
ohzoked by E;C.S.
El. 90
E1.80 EL.65
EL.80 E165
E1.65
310..60
RC. Sta.60±04.BG_
1
}
}
I
...
}
Sta 52
sta 62
End of wall Sta. 62-09.86.
Foushal
• Chairman and Chief Engineer.
StaBL
ISTHMIAN CANAL COMMISSION
· DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
office of TIME ASSISTANT CHIEP ENGINEER,
CULEBRA, CANAL ZONE.
GATUN SPILLWAY
PLAN OF SPILLWAY DAM
FOOTBRIDGE OMITTED
KLAAS
Plate 93

SUBMED
Designing Engineer,
Edward C. Sherman
Troders
JJ. F.
Assistant Chia Egginoor.
4019
RECOMMENDBU
JANUARY 11, 1910.
G-19
DA MASARAN PERNAFANART GINOTIFITAGE
EL. 69.00
EL 65.0
REVIEWED:
EL.60.0
30ft, rails about
3ft, on centers,
between Piers.
EL 30
H
+354-55
40
意
​20:0'
Mark
R
(R2)
5.0°
香​香脆
​Edw.
S.D. Cornish
Electrical and Mechanical En
Designing Engineer.
Crest_line
a
*
*-1.01'
14.3
22.1
4.88
Revision
1:2:4 Concrete facing
Pier "B"
28.6°
EL.40
10-0
NAR
CREA
Made by
W. J.
W. J.
11.65
EL32
Mean Sea Level 7
·10-0
57.56
REVISIONS
El 69.00
7.99'
E.H.T.
ENT.
13.51
Checked by Authority
E.C.S.
E.b. S.
E116
113.04.
*:.
**
10-0.
******
SECTION C-O
EL.&
20.98
1:2:4 Concrete
canada g
10:
Approved
Thor.
|Feb. 18-1910.
*.
Jr. J. J May 16-1910
Rad. 70.0°
Date
F14
TAK
9.1.
10-0″
*****
EL 2
7-0ˆ
M
35.48'
****
EL Q
Jus V X F S V N P S P
19-0″
EL-93.00
10
EL. +69.00
EL 65.0
EL 60.0
30ft. rails about
3ft on centers ·
between Piers
El.-2
EL+107
50145
LIN
܆܆܆
5.5°
*****
20.0
Machinery Tunnel
El. 16.5
(12)
14.3'...
Chang
*...*
1.01'
El.
NOTE:
EL: 115.5.
4.88*
28.6
59.0
TLEY-
EL-9770
*
bi
**
3756
EL +85.00
7.99
EL 6900
13.51
***
20.98′
113.04'
14 Contr
:D..
܂
For location of Sections see drawing No. 4019.
Equation of parabolic crest, x²-42y.
1:2:4 Concrete facing 211. thick to extend to line of
south face of baffles, 192.36ft. from center point.
Cha♥
4
Bod. 70.0'.
SECTION 8-8
Showing relation of Pier'B' to Spillway Dam.
1
£1.2
*
35.
****
5
- EL +69.00
EL 65.0
EL 60.0
30ft.rails
about 3ft.0.0.
between Piers
·El.+10
EL-2
2:0
10
50%
45 ope
+4 5.5
20
NIR
20.0
5.5"
+50
GRAPHICAL SCALE
30
Crest
5=0°
40
F1.01
14.3
El.+35
52.0°
128.6
ww
50
11.63*
FEET
PLA
195
*2%
7.92
57.56
EL +69.00
113.04
13.51′
SECTION
Showing relation of Pier A to Spillway Dam.
API
MADE ST
********
20.98'
1:2:4 Conci
HJ...
#J.
TRACED BY......
CHECKED BY. C.C.& &ET.
.16
Rad. 70.0°
*****
......
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
office of THE ASSISTANT CHIEF ENGINEER.
CULEBRA, CANAL ZONE.
Geitals
Qheirman æg 3747 Engineer,
AND.
Plate 94
GATUN SPILLWAY
SECTIONS OF SPILLWAY DAM
35′48
4020
INDIA.
RECOMMENDED:
El.
SHABERİ İKİ:
Edward to. Sherman
Designing Engineos.
JANUARY 11, 1910.
Srodeck
Assistant Chief Engineer
G-20
UNINGTON VREEMDEN HONOUREDE "EVOSETS TEEN


HUB
1000006
GATUN LAKE
|00000000000
182'
Fender Chain
75.75
шего конаблашу
(£1.+5 HW+/
LN-P
EL+373
-423
50.01
Fender Chain
Lower Guard Go.
47-4" High
REVEVED:
200.0' 91.5'
Lower Gote
Upper Guard Gate
54-8 High
MWO
27-425
Lower Lock
77-0" High
RE
F
3583
Upper Gate
"Educkhildhauer
79-0" High
•-*
-E!+
[1+13' FE!.+11
Get a
Electrical and Misakanieat Engine97.
Lo Cornish
Dirigatag Enginoor,
358.5'
-21242/3/1
PEDRO MIGUEL LOCK
Lower Lock
77-0° High
80.01
Fender Chain
E! +13"
Intermediate Gate
79-0*High
-Top of Coping El. +3.43
K
El-44}'
721,5′
7. B. Mönniche.
Designing Reginaer,
-Top of Coping El. +92'
FEL. +11'
550.0'
E-133
209. Jan07
-H.W. EI.+87′
E: +3
Middle Lock
77:40" High
J
100,0" 81.0' 50.0'
Fender Chain
79-0" High
Safety Gate
79-0" High
Lower Gate
-E1.+583
358.5
75.75
1048
KOD
Lower Guard Game
47-4° High
Fender Chain
Intermediate Cake
Middle Lock
7770 High
Landskap i grad mengg
MIRAFLORES LAKE
Lor
E
Fender Chain
1821
T
-13,58.-.-.
———-E! -153"
Emergency Dom
O
GATUN LOCKS
•Top of Coping EL +64.25
721.5
200.0'
91.5
Upper Guard Gate
47-4" High
Upper Gate
SADA BETALASE
KC
CANA ADRIAT
77:0 High
-E1-183
•H.W. E1-543
-E! +15=
of
Lower Gate
-E1-201
358.5'
a
81.0 100.0
Upper Lock
77-0" High
Safety Gate
77-0"High
80.0
Fender Chain
Intermediate Gate
• 77-0" High
EMIS
Fender Chain
MIRAFLORES LOCKS
H
BC
DO
DET
-Tap of Coping El-58}'
El-18
TEX-203'
FEL+13$
Flop of Coping Clex +92'
550.0'
Docu
1100°
110,0°
$50.0
So badag mig svarban
mg
FF TH
EKIS
51:483
Intermediate Gate
77-0° High
Fender Chain
100,0 810
20.0
[
Safety Gate
HO
Fender Chain
77-0" High
Lower Gate Upper Lock
77-0" High
Di
358.5'
~H.W. E! +87′
[E! +13}' «[+15
Upper Gate
91.51
77-07 High
Upper Guard Gate
54-8 High
EX:37$*
200.0'
DE
Revised Jan 29, 1910
Feb. 17, 1910
May 12, 1910.
Top of Coping El. +32'
182'
Emergency Dom
__Z_J.
·El.-52'
1080.0
GATUN LAKE
Fender Chain
CARIBBEAN SEA
TA NHẬN HỆ
3. Lifts
"COLON
Locks GATUN
ISTHMUS OF PANAMA
/*#20 MILE'S
CHECKED BY
IMPROVED
N
F1-30
Lock
*4*/
Plate 95
Locks
2 Lifts
Lower Gate, Lower Lock
82-0"High
N.
B
PEDRO MIGUEL.
MIRAFLORES
50.0
El+16 4.
[D
JE
PACIFIC
BUBMITTED:
PANAMA
Lower Guard Sate
66-07 High
OCEAN
75.75'
ISTHMIAN CANAL COMMISSION
DEPARTMENT OF CONSTRUCTION AND ENGINEERING.
office of THE ASSISTANT CHIEP ENGINEER.
CULEBRA, CANAL ZONE.
KECOMMENDED:
J
EHRAN
JMWO
FLW-10
GENERAL PLAN AND PROFILE OF LOCKS
SHOWING ALL GATES
FENDER CHAINS AND EMERGENCY DAMS
Scale-Length_{*= 120'
MADE BY AA.C.
Scale Height 1*« 60°
TRACED BY ÁÅG..
Assistant Engineer.
J. Hammer.
over con Goerhals
Chair:mon vght C3157 Engineer.
Supersedes Drug 3001 dated Feb. 15-1909.
Fender Chain
Wappende
Henry Goldmark.....
Designing Engineer.
APRIL 24, 1809.
F. Jtoday
aletant
Kengineer.

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79°54'
73.55
79°5€
79°5
79°52
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46
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41
45
44
42
45
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43
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45
44
44
43
44
44
43
42
RG
43
43
44
43
42
43
4
43
44
42
12
43
43
43
WES
42
42
42
41
42
42
42
41
41
40
42
41
42
Al
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41
40
42
41
41
42
42
41
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41
40
42
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BREAKWATER
42
42
38
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9°23
38
37
37
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37
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34
33
33
59
32
39
34
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TORO PEINT
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27
34
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22
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19
21
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10
MINDI
HILLS
72
9°18′
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N
,81,
RAILROAD
6M.
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42. 7° 48′ 50″
SWAMP
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BAS
~
9°17
DE PERSION
SPILLWAY, MINDI DIKE.
CHAGRES
9° 17°
GATUN
VILLAGE
て
​-
RIVER
100
#1
P
DIVERSION
DAM
10
Drawn By
A. Aungryama
91.6
-SPILL-WA-Y~
Checked
9°16
150
------
are
100
For the
Plate 96
X
DAM
- then the creation was to start you by...the chart rath
for durat
50
+ to do t
--
arm **-*
water get the trust comput
HA
--10-
50
100
ISTHMIAN CANAL COMMISSION
ATLANTIC DIVISION
Gatun CZ
M/?
GENERAL MAP
showing location
GATUN LOCKS AND DAM
BREAKWATERS IN COLON HARBOR
CHANNEL EXCAVATION TO DATE
Scale 1:30000
To accompany Annual Report of Division Engineer for
1909
10
79°58
79°54′
79°55'
13.56
79°57'
May Sitel
Division Engineer
Scale Month Day Year Inolex
AS SHOWN JULY 25 1910 12-14-23.
+401
+30
+26
+10
-101
-20
-30
-40-
-50
£300
+40
+30
+20
+101
O
-10
-20
-30
-40
-50-
6+4500
DAT
· 250
6+4600
|
1
1
1
I
200'
|
6+4700
1
150
MEAN Sea LeveL.
I
6+4800
1
100'
6+4900
1
1
EXCAVATION
EXCAVATION
50′
6+5000}
|
&
SECTION AT
MILE 7 +400'
6+5100]
COMPLETED
REMAINING
|
50
}
EXCAVATION
6+5200
I
|
100
7+0000--
BESTEMMINGSONED THREEING
LOWER LOCKS
EXCAVATION COMPLETED ΤΟ
be
REMAINING
////
3
-001 + L
150'
1
I
- 5 2 1/3
7+ 200
200
JULY IST 1910.
250'
7+ 300
7+ 400
+40
+30'
++20'
+10'
0
-10'
-20'
-30'
-40'
- 50'
300w.
7+ 500
1009 +2
7+ 700
+50
+40
+3아
​+20
+101
-10
-201
-30
1008 +2
W
2.50'
7+ 900
m
200
7+1000
-0011+2
150
100
EXCAVATION,
7+1200
EXCAVATION
50'
7+1300|———
MILE
MIDDLE LOCKS
COMPLETED
0
SECTION AT
7 +1200'
COMPLETED
7+1400!
ORIGINAL GROUND SURFACE
50'
7+1500H
100
T ппппп
7+1600
1
74 1700
150
7+1800
200
150 W.
[0061 +L
+50′
7+2000
++40
+30
+20
+10'
-10°
-20
·30°
gallery
7+2100
7+2200~~
£4
+100,
7+2308
+90
+80
+70°
160
+50||
+40
+30
+20
+101
100Г
пппл
-107
-20
E.
7+2408-
7+2500
250
200
UPPER LOCKS AND
7+2666
150
7+2700
DERING INTEREST AGAR TO THE
EXCAVATION COMPLETED
100
7+2900
FOREBAY
EXCAVATION
7+2900†-
50
+
+
SECTION AT
MILE 7 +2600'
10
7+3000
-20
-30
O
出
​40
-50
COMPLETED
50
7+3100
7+3800
100'
Drawn By
72.E. Chafield
7+3300
150
7+3400-
Checked By
I
200
Plate 97
250
++80
+70
+60
+50
+40
7+3500
+30
+20
+10
+90
1+90
W
7+3600
-+70'
BURNETTAKMEREKA
ISTHMIAN CANAL COMMISSION
ATLANTIC DIVISION
Gatum CZ.
GATUN LOCKS
Excavation Progress Sheet
To accompany Annual Report of Division Engineer for
1909 -10.
+80'
Your Sitel
Division Engineer
+60'

++50°
+40′
+30'
+20'
+10°
MEAN SEA LEVEL
0
-10'
-20

7+3700
Scote
Index
Month Day Year
AS SHOWN (JULY | 25 1910. 12-14-18€
PRIORITIZES MADENIABADAIRE CONSONAL DREYMON
SAIL MODERNLEYLACHINE UN SES PA✦
Degrees Fahrenheit.
077
jogr
5.
May
May, 15.
May, 25.
MYYEUX
Time
-O
*3
-0.
June,
RECORD CURVE ELEMENT *3.
EL. +92.0)
50.0'
BA
EL. +13
Junė, 14
June, 24
LOCATION OF THERMOMETERS.
SCALE: IN. 20. FT.
AMANDA DAVA VADAVA DVA PAT HANVINIVE
EAST CHAMBER.
110:0º.
Degrees Fahrenheit.
VY
130
120
077
TOOT]
EVVVVVVVVVVIVEVIV
5.
May
湄
​May, 15.
60.0'
May, 25.
RECORD CURVE
VIVA
✪
E. OF LOCKS.
Time
O
June,
ELEMENT *2.
June, 14
-O-
VA VA VA VA DAVAVAVARAVA
Y V VI VI
June, 24.
*
Degrees Fahrenheit:
Degrees Fahrenheit.
150
130
120
ise
May, 10.
May 13.
May. 20
RECORD
May, 23.
May, 30
CURVE
2.
N
June.
Time
Time
9.
ELEMENT *I
DUNE
Juna, 12
RECORD CURVE ELEMENT *4
MONUMENT
drawn BY...
A. Awoyama.
June, 19.
June 22
ISTHMIAN CANAL COMMISSION
ATLANTIC DIVISION
Gatun, C.Z.
GATUN LOCKS
CONCRETE TEMPERATURE CURVES.
To accompany Annual Report of Div. Engr for
1909-10
CHECKED BY
STORIES
Plate 98
Juna 29.
SCALE
AS SHO,
Mary Libert
Division Engineer.
MONTH DAY YEAR
INDEX.
JULY | 20 [1916] 12-14-24.
“KUSES PEMANIS,
KUN SOLAR PO



KAALISENJAMINA KAGETROKKEN Kay Kakka
KARENDUS


MAONI:JEREZZA ALIMENTETEROREN
CALDESAJOVNY KRA
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FLORAL MAJICHOCELADO ANALOGASES.
VERGINEAkshatfiat punt
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二三
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SECTION F
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​Completed Wall Completed Floor Partially Completed Uncompleted.
Wall
EXPLANATION OF HATCHING
BEJELEMAEMANALITIGAT
1 2 2 2 0
ISIID
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MARANGAMBATANGA
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06
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SECTION D-D
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1
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20 0 0 0
101
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פ-2000
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ALLIR.
KITVII:
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Upd
Q
с
SECTION E-E
Drawn By
jas. It. Dicker
Liza
Checked By
F
ISTHMIAN CANAL COMMISSION
ATLANTIC DIVISION
Gatun C.Z.
GATUN LOCKS
Progress Sheet
Scale 1200'
To accompany Annual Report of Division Engineer for
1909 10.
Plate 99
Joy Sabat
Scale
us snown
Division Engineer
PREVICHAK ČELIK ZAMscianda Variero agdogPONTOKIOMICSGOOI POG-UNDERSTORY

Index:
Month Day Year
25 |1910 | 12-14-18
July 25 1910
TEPHEN BRADYCAM MIFANOMESALJONIZAREA

LIBER:STOTIN/CL




SSTREZERVALCEZZET
Makan Anda *-***KENERNEHMENSPORDI LAPSET SKOVBA, DOZEREZOVERSIAL MAASKETRALHELMASSOZAKUR
ANGLAROMEES PERKASAGRAN
ACCINE MELIGHALAN.
∙150
-125
-100
75
-50
900
•25
150
125
100
-75
50
25
Mean Sea Levai
600
700
Gça
COMPLETED TO JULY 1st. 1910
500
+60
+60
400
300
200
+92.5
+92.5
100
WEST VALLEY
+115
+115
+115
EAST VALLEY
Mean Sea Levet
0.0
1
+115
"M) PANE
1
COMPLETED TO JULY 13₺ 1910
1
1
COMPLETED TO JULY 18 1909
Crrrrr
Mean Sea Level
100
MAN RACA
}
1
+90
1
!
CONTRO
200
1
1
1
1
1
300
1
1
f
+60
1
1
I
FRENCH CANAL
4,00
500
COMPLETED TO JULY 1st. 1910
f
600
T
700
D
-L.
800
+30
+30
900
1000
Ang tataram SREDINERIEREN, L63-0
F
7100
Drawn By.
150
125-
Checked Ey
G
100-
75-
50-
25-
Plate 100.


ISTHMIAN CANAL COMMISSION
ATLANTIC DIVISION
Gatun C.Z.
SECTION OF GATUN DAM
Showing
PROGRESS TO JUNE 30 1910
1200
To accompany Annual Report of Division Engineer for
1909-10.
Ma Me
Scale
AS SHOWN
150
125
100
75
50-
25-
1300
You& Sites
Division Engineer
Month Day Year
Index
JULY 25 1910 12-14-21

*
10/0
with the who
Ridge
10
70-
60-
75.
50-
45
45.
50-
60
50.
40
30
70
80
nepres
C06
-001
G FOR
60.
.50
GUM HLOE CARD ERL
40
901
30
B
سر
30
80 70
KIRAJENDANUR KALLY
62
50
40
30
CREST. Flev. 13.0
Quebrada
Agua Clara
So
s
-60
Difch
BACKS
I
1
TOUL
par jag var pag
than an act
„PALMER ME?
I
95
80
HAND GETRES
Ridge.
Scale 1:4000
95
Soft blue sandstone
-80
Blue clay.
Blue Clay
90
Red Clay.
land Sand
MAGAZINE
CREST.
PROFILE ON AXIS OF DAM
Scale 1:480
£2, ABER DIE KITTYLJE "ABETES AND OTHER MENN LINE-10
wer conter to the best 25 Bathe and time is sti
Mon Salent poor & Survemangangarters *hout W0Gundel
W. S. Eley. 68.0
236 38 4*
Get
AT
81
Elev. 73.0
6/
20
2/
TOPOGRAPHY
28
www.d
23
Be
MODERAT VA
24
AGUA CLARA PUMP HOUSE
Scale 1:480
1
25
Probably Rock
-26-
PROPOSED
FILTER BEO.
·27.
-28
470
20
-30-
33.6
* 110-*
42-24
Trench
PROPOSED
wwwww.c
17.0
ere
1-11.0
156
$25.0
--==--
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SHOP
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73.0
50.0
11
73.0
!!
68.0
SETTLING BASIN
"1
OPENNY.
•
-081-
Selected Earth
Rolled in layers
Concrete
L.
concrete cutoff.
2033
PROPOSED CLEAR WATER RESERVOIR
56.33
"
Trench.
Concrete
35.6-.
ઉત
FLOOR EL. +30,0
SECTION AT GATE
Scale 1:480
PROPOSED MIXING
A
35.0
Afte
2000
Red clay.
☐
PRESENT PUMP HOUSE
N
34.0
HOUSE
*- 10'
Mas
--25.0°
Yellow sandstone.
EL. 73.0
Rock Fill.
Yosα
Red clay and porous sand
HOUSE
|
I on
8 8000>
GE
Blowoff 36" Pipe &
Main 16
0
EL. 68.0
80
-36
Selected Earth,
Rolled in layers
Trenches.
-37
-38-
-39
W
(-10° 10′
040 70600
EL 73.0
Rock Fill.
B
Red clay.
Do
GENERAL SECTION.
Scale 1:480
33807
Res
YourBes
ISTHMIAN CANAL COMMISSION
ATLANTIC DIVISION
Gatun C.Z.
General Plan of
Plate 101
AGUA CLARA WATERWORKS
To accompany Annual Report of Division Engineer for
1909-10.
Drawn By
R. E. Chatfield.
Checked By
Your Sims
Division Engineer
Scale Morth Day Year
Index
AS SHOWN JULY 23 1910. 12-14-22
Engineering Lib.
T
774
7651
Cubic
Yards
1900000
1800000
1700000
1600000
1500000
1400000
1300000
1200000
1100000
1000000
900000
800000
700000
600000
500000
400000
300000
000
200000
700000
O
Rainfall in
Inches at
Empire
20
78
16
14
72
10
8
5
ہے
2
Isthmian Canal Commission.
Total Cu.Yds.each
year from Prism
243472
Monthly average
30434
1904
914254
76 188
1905
Lieut. Col. D.D. Gaillard, Div. Engr.
Central Division.
2 673 948
THI
222 829
1906
916234/
763/528
1907
Diagram of Yardage and Rainfall.
17 128 043
1427337
1908
Office of Res. Engr., Empire, June 30, 1910
17905432
1492 119
Plate 102

1909
Six months
9 559 368
/693 228
A.S.Zinn, Res. Eng'r
1910
PRON
2
4
Lieut. Col. D.D. Gaillard, Div. Engr.
A.S. Zinn, Res. Engr
हू
10
12
A
14
Inches at
Empire.
T6
78
20
22
Rainfall in
M
1904
1905
1906
1907
1908
6061
at Work.
of Steam Shovels
Average Number
Apr.
250
May
June 2.60
July 2.60
Aug. 200
Sep. 223
Oct.
1.37
0.07
1910
Jan. 31.04
Feb. 3987
• Mar. 43.88
Apr 44.12
May 31.70
June 38.28
2.18
0.65
1.92
1.48
Nov.
Dec.
Jan.
Feb. 1.50
2.00
1.96
2.7/
1.76
4.93
2.00
1.70
7.27
Mar.
Apr. 6.50
May 629
June 0.85
July 8.00
Aug 5.22
Sep. 3.84
Oct. 4.19
Nov. 4.83
Dec. 6.72
Jan. 12.83
Feb. 12.48
Mar. 12.37
Apr. 12.33
May 12.41
June 14.81
July 16.64
Aug. 16.93
Sep. 21.33
Oct 22.67
Nov. 20.46
Dec 22.68
1| ག ག ཅུ། སྡུ|:ཀ | སྟེ ཅི ༄|
July 43.38
Aug. 39.85
Sep. 39.12
Oct. 39.85
Nov. 44.88
Dec. 48.84
Jan. 51.53
Feb. 54.00
Mar. 53.66
Apr. 53.04
May 5324
June 55.15
July 52.57
Aug. 52.58
Sep. 49.68
Oct. 49.55
Nov. 50.91
Dec. 50.73
Jan. 51:80
June 45.15
200
300
400
500
600
700
800
900
1000
Excavators
French
Lower
Na Steam Shovels
Upper No. French Excavators
and Steam Shovels
French Excavators
Steam Shovels only
Curve
26 51
774
те
Engineering Lib.

1100
1200
1300
1400
1500
1600
1700
1800
1900
per Day.
per Shovel
Average Cu.Yds.
Henc
Central Division.
Diagram of Performance of Steam Shovels.
Showing Efficiency.
Plate 103
15hb]
400
Boo
200
Hojal
Edge
H-805
18
###1
17
16
...
므
​Gener
201
A
·50.
Cr
I
t
И
I
1803.
15
400.
direction
200
150
-450-
14
.56Q
-500-
lide
550_
550-
+1810
13
on this Line
IT
Holi
Solid Rock not in motion
L
+1811
July.
Toe of Slope £i.+95.
''
Linke
LOC
N
Toc of Slope El+40.
721
11
++-
10
Ling
1910
1.
Priginal
10
erg:231
,
9
11
in
+1815
ver
Praßent
14
A
8
Canal Axis
LECA
it lo
NT
ap!!
L
Boesent
Jalan 1872
Surfence
7
4ofi Berm at Ctev+95 To carry Relocated
H
h
6
TA
Edge
Ma
42
DE
ti
Teneral diret
DE
TA
Station1820
5
IATA
HE AMEN. A
Ak
---
10%
LIBOU
→
Cross Section on this Line
41820
✓
Panama Rail Road.
U
•
!
doy
In
slide.
To Panama
Bottom off
N
150
100
·200
1910.
Canal Et
.250
Icy 40.
300-
--300.
Nyhet
At
+1825
Mall
Vald
ไป
JUTY
fog
"N
isie
15lok
402
الله
~
+
O
LO
100
PRODĖ, KAD Šachova d
Station
""
1/
G Mapleton) E
Plate 104

L1830
1808
1811
aka
}
-ISTHMIAN CANAL COMMISSION-
CENTRAL DIVISION
CONTOUR MAP and SECTION -
of
Cucaracha Slide:
Office of Rey Engr
AS Zinn-
Empire - July 1st 1910.
·Scalel:2000.
ResEngr.-
~Lieut Col D. D. Gaillard Div Engr
~
Engineering Lib.
те
774
251
200
100
225
To Panama
Outline of
Slide
200-
175
2
150
July
3
1,
1744
ALLEL
1910
Canal Axis
Surfac
40 Foot Berm
LaM
4
no
E
D
S
May
Toe of Slope
SCALE 1:2000.
7
Toe of Slope
ISTHMIAN CANAL COMMISSION
CENTRAL DIVISION
CONTOUR OF SLIDE STA. 1738+50 TO 1747+50
SHOWING CROSS SECTION STA. 1744
OFFICE OF RESIDENT ENGINEER, EMPIRE.
A. S. ZINN, RES. ENGR.
LIEUT. COL. D.D.GAILLARD, DIV. ENGR.
8
૩
10
Plate 105

!
Z


Panama Canal July 1,1910.
GRAPHICAL REPRESENTATION OF YARDAGE.
25,737,810 4,269,000
17,619,535
Quantity Naker o
Remaining by Americans
ATLANTIC DIVISION
Total taken out last fiscal year
6,282,133
38,309,475 -
Quantity
Remaining
Taken out by French.
58,815,543
71,774,143
CENTRAL DIVISION
Total taken out last fiscal year
17,832,177
Taken out
15,845,133 26,210,270 4,792,000
Quantity a
ou
Remaining Americans
31,858,122
mericans
PACIFIC DIVISION
Total taken out last fiscal year
7,743,812
Quantity Remaining
Quantity
-20,847,000
Taken out
by French
110,763, 623
Taan out bx Americans
R
July 1, 1910
ALL DIVISIONS OF PANAMA CANAL.
Total taken out last fiscal year.
+
Water Surface- Mean Sea Level
AL
-29,908,000-
Taken out
by French
Cross Sections of Proposed Lock Canal
With Summit Elevation at 85 Ft.
500'.
Mindi River to Gatun Locks Mile 4.5 to 7.15
Miraflores to Panama Bay Mile 41.47 to 45.5
American Obispo Diversion
Water Surface - Mean Sea Level
41
Dike
500'.
Colon Harbor
Prop. PR
Berm
40'
slope lon
45
1000
Gatun Locks to Angle North of San Pablo Mile 7.74 to 23.66
Water Surface Elev. +85
45
Mile o to 45
40' Berm for P.R.R.
from Mile 30.9 South Water Surface - Elev. +85
Water Surface Elev.+85
700
800
Angle North of San Pablo to Angle North of Juan Grande Mile 23.66 to 27.5
45
す
​500
Angle North of Juan Grande to Angle at Bas Obispo Mile 275 to 31.5
Excavated by French
Excavated by Americans
Proposed water Surface Flex +855
Slope Ion 3
Proposed Bottom-Elev. +40
300
BERM
slope
10 on l
Typical Cross Section of Culebra Cut.
Bas Obispo, Mile 31.5 to Pedro Miguel, Mile 39.6
slope 3 on 2-
Slope Tonl
Slope lonl
slope
4 onl
Slope lon
ATLANTIC
Miles
ATLANTIC DIVISION
Estimate of Cu.Yds. to Complete Canal,
Cu.Yds. Excavated to July 1, 1910
Remaining
>> >>
Lieut.Col. Wm. L. Sibert
DIVISION Engineer
COLON
Mean Sea Level
7.7 Miles
OCEAN
2
MOUNT HOPE
Major Chester Harding
Asst. Div. Engr.
Major Edgar Jadwin, Resident Engr.
Major J. P. Jervey, Resident Engr.
Prophead BAR
MINDI
5
43,357,345
25, 737,810-
17,619,535
Old French Canal
East Diversion of Rio Chagres
GATUN
Gatun Locks and Dam
Elev.115
French Canal
10
LION HILL
Rio Chagres
Rio Trinidad
Rio Chagres
Rio Chagres
Hmmmm
AHORCA LAGARTO
Rio Chagres
Lowest line of Narrow Channel
Excavated by French
Rio Chagres PENA BLANCA
Rio Chagres
Rio Chagres
K N
Rio Chagres BOHIO
Rio Chagres BUENA VISTA
Rio Chagres
Rio Chagres
Rio Chagres
I
Lieut. Col. D.D. Gaillard, Division Engineer
Rio Chagres
Rio Chagres
12 22
Estimate of Cu.Yds. to Complete Canal, 182, 537,766
Cu. Yds. Excavated to July 1, 1910,
Remaining
35
110,763,623
71,774, 143
23
31
"
FRIJOLES
20
CENTRAL DIVISION
Estimate of Cu.Yds to Complete Canal, 97, 125,018
Cu. Yds. Excavated to July 1, 1910
» » Remaining
58,815,543
38,309,475
" "> >>
A.S. Zinn, Resident Engineer
Rio Chagres
my T mm m
31.7 Miles
22
TABERNILLA
Rio Chagres
Rio Chagres
V K
Proposed Surface of Water Elev.+85
Ar
Rio Chagres
00
24
SAN PABLO
25
Rio Chagres
26
Rio Chagres
Rio Chagres MAMEI
Rio Chagres
27
Rio Chagres
Rio Chagres
Rio Chagres
00
Av
JUAN GRANDE
28
Rio Chagres
Rio Chagres
Un
30
MATACHIN
Rio Chagres
Rio Chagres
31
BAS OBISPO
Rio Obispo
CAMP ELLIOT
Rio Obispo.
32
LAS CASCADAS
Rio Obispo
33
Mean Sea Level
1
1
EMPIRE
roposed සිcdden of s
34
Rio Obispo
my
Excavated by French
Excavated by Americans
35
CULEBRA
11
36
37
Elev. 534-Highest Point of
Excavation at Gold Hill.
Elev.410-Highest Point of
Excavation at Contractors Hill
Elev. 312 Highest Point
on Center Line.
Rio Grande
38
PARAISO
Rio Grande
T
39
PEDRO MIGUEL
Pedro Miguel Lock
Rio Grande
Rio Grande
Elev. +55
Engineering Lib.
те
774
2651
Elev.+10
S.B.Williamson, Division Engineer
Estimate of Cu.Yds. to Complete Canal 42,055,403
Cu.Yds. Excavated to July 1, 1910
» » Remaining
26,210,270
15,845,133
S595
27
MIRAFLORES
PACIFIC DIVISION
Miraflores Locks and Dam
42
Rio Grande
COROZAL
wr
Rio Grande
Il Miles
1
44
BALBOA
John M.G. Watt, Asst. Div. Engr.
W.G.Comber, Resident Engr.
W. B. Corse, Resident Engr.
assed.
PACIFIC OCEAN
PANAMA
47
Isthmian Canal Commission
PROFILE AND YARDAGE ESTIMATE
ON
PANAMA
OFFICE OF RES. ENGINEER
Horizontal Scale 1:100,000
O
High Tide +10
Mean Sea Level o
Low Tide -to'
Plate 106
CANAL
EMPIRE JULY 1, 1910
Vertical Scale 1:1000
Col. Geo. W. Goethals, Chairman and Chief Engineer.
Lieut. Col. H.F. Hodges, Asst. Chief Engineer.
E.O.Smith
ENGRAVED AND PRINTED BY THE US.SEOLOGICAL SURVEY
House Doc. No. 1030; 61st Cong., 3d Sess.

Rio
50000 S. Ph
40000
30000
OPM
20000
Pedro Migu
Camino
Lock
Pedro Miguel
Lock Site
PEOROMIGUEL
Grande
Rio
de
Cam
Calmitillo
J
Miraflores Lake
Surface Elevation +55
de
Com
Excavation done in the time previous to June 30, 1907.
2000
Rio
Arraijan
Cruces
*********
RELOCATION
MIRAFLORES
Rio
Pedro Miguel Road
Cardenas
Miraflores
Cocoli
OP
16 WATER
57700
July 1, 1907 to June 30, 1908
Locks
Miraflores Locks Site
Dump
THE Panama
SUPPLY
兴
​Ri
PANAMA
LINE
2100
DRAULIC TRE
PLAN
Rio
de
R. R.
Camino
Velaz
RIO GRANDE
"LINE
Cochinito
DIVERSION
Velazquez
COROZAL
Rio
SAND WHARF
Pan
Grande
July 1, 1908 to June 30,09. July 1, 1909 to June 30, 1910.
1000
m
Corozal
DIABLO
A
Road
Rio
2200
SCALE IN FEET
Curundu
EXCAVATION DIAGRAM
Showing
Volumes Expressed in Sq. In
W
To be excavated
O
AND WHARF
Zone Line
ANCON
RESERVOI
BALBOA
Jule
AVOIR
EAST BALBOA
LINE/OF DUMP
LINE OF DUMP
Rio Farfan
2300
PUNTA PATILLA
PANAMA
Breakwater to Noos Island
WORTH MIN
2400
NAOS T
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
PEDRO MIGUEL TO PANAMA BAY
DATE June 24, 1910
OFFICE OF DIVISION ENGINEER COROZAL
SCALE. 1:40000
DRAWN BY Bluhm TRACED BY Bluhm CHECKED BY Howe
To accompany Annual Report for Fiscal Year ending June 30, 1910.
Approved: S. B. Williamson
Division Engineer
PERICO I.
ICULEBRA 1.
CHANGARMI I.
Excess Dredging shown, due to Siltage
(Horizontal
FLAMENCO I.
Scales Vertical
(Areas
Plate 107.
Ft. 40,000 Ft.
| In. 20,000 Ft.
Sq.in 2,469,136 Cy. Yds.
SAN JOSE 1.
2500
2500
OCEAN
PACIFIC
50000 Sq. Ft
40000
30000"
20000
10000
7
"
ENGRAVED AND PRINTED BY THE U.S.GEOLOGICAL SURVEY
House Doc. No. 1030; 61st Cong., 3d Sess.

140-
+59
160
-170
180.
190
1903+94.4
100,
+19/10
440
450
460
470
480
450
500
510
CEMENT TRACK
310.
350
360
-370-
380.
390
400
410-
420-
30.
-280
300.
310
-320-
330.
2.30-
-270-
-240-
250-
260
200
210
220
-230
081
1490-
-160
470-
140.
150
110
120
130
100
of
150
SCALE IN FEET
1920
100
140
130
120
011
1921+31.
200
066
5666
300
Panama.R.R.
10
140
30
12.0
410-
100
SAND & ROCK
STORAGE TRESTLE
SAND & ROCK
STORAGE TRESTLE
PARAISO
CRANE TRACKS
ELMSL.00,
EL+40
CEMENT TRACKS
1934+29
60.
TOE OF DAM SLOPE
J
50
NARROW GAUGE TRACKS
EL +36/3
-100
SHOULDER OF CUT
Vert
Hor
FUTURE BACKFILL EL. +92
ග
EE
FUTURE BACKFILL EL.+92
RIO PARAISO
RIO
EL +10
GRANDE
EL+92
-22% GRADE NARROW GAUGE TRESTLE
LONGITUDINAL SECTION OF LOCK CHAMBERS Reviewed:
1:800
1:4000
H. 13. Cors
Resident Engineer.
CRANE TRACKS
CRANE TRACKS
50-
40.
-40
50
1960.
Recommended: Johmm & watt
Plate 108
RIO PEDRO MIGUEL
CANAL AXIS
L1967+12
To MIRAFLORES
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
PROPOSED LAYOUT OF HANDLING PLANT FOR
PEDRO MIGUEL LOCK
OFFICE OF DIVISION ENGINEER-COROZAL
SCALE 1:4000
DATE June 6 1910.
DRAWN BY Lorah. TRACED BY Lorah. CHECKED BY
Howe.
Approved: S.B. Williamsar
Asst Division Engineer.
Division Engineer.
To accompany annual report for fiscal year ending June 30-1910
ENGRAVED AND PRINTED BY THE U.S.GEOLOGICAL SURVEY
House Doc. No. 1030; 61st Cong., 3d Sess.
MIRZAN
10-0'
Extreme Working PosITION
& or,BUCKET
A
-17:00
SANC
NA AMPAROLES 2 ONU potencia de B
-28-0″
·110'-0.
1stot
1/2'-6"-
168.0
150'-0"
Rock
·150·0".
304305
~ CHAMBER
·13-02
Parisignaa
KARETTE MEMESNESSANS
56-0"
CRANE
L
MACHINERY HOUSE
TWO Z YARD MIXERS
115'-0
-15'-0" —-—-—------
CONCRETE
BUCKET
S
84'-6"
SAN
5101
50-0
-13′-0″
30-0"
50:02
50%
~BERM CRANE
·12′-0
5
B

fok
0-29
OF CHORD TO TOP OF RAIL)
စားဝန်က
13-2"
115-0
Clearance Line of Bucket, open.
OPERATOR
168:0
12518460p)
2½ CU.YD. HULETT EXCAVATING BUCKET.
HOILLOH
Clearance Line of Bucket
84.6
ROCK
FILL
-80:04
25-0
MAMANA
27-7
30-0
-$5.0"
ABT 2'-9"
5
Rock
•
-150;0-
150-0
·MACHINERY HOUSE
CHAMBER CRANE
15:0k-
TIN
10
bez
A
-112-6″-
·100·0"
-45:07
CONCRETE BUCKET
2 CU. YDS. CAP.
SAND
·55-02
10
20
OPERATOR
·28-04
30
BUCKET
EXTREME WORKING POSITION
& OF
40
45:0
Hope
SCALE OF FEET
50
0-11
60
70
RAIL CLAMPS
80
90
TO ACCOMPANY ANNUAL REPORT FOR FISCAL YEAR ENDING JUNE 30, 1910.
KASVILAJNA
[limm
100
0101010100
101010 0101016
erroroTIO
-40-0—
53-62
OVERALL WIDTH
ELEVATION OF BERM CRANE
-SECTION BB~
RAIL
CLAMPO
·40:0:0
50-0
OVERALL WIDTH
ELEVATION OF CHAMBER CRANE
~SECTION AA~
RAIL CLAMPS
Plate 109
Isthmian CANAL COMMISSION.
PACIFIC DIVISION.
GENERAL ARRANGEMENT OF MATERIAL HANDLING CRANES,
PEDRO MIGUEL LOCK
OFFICE OF DIVISION ENGINEER, COROZAL
&CALE 1/32 in. = ift.
DATE, JUNE 14, 1910.
DRAWN BY WY. TRACED BY NILL CHECKED BY Howlin
APPROVED. S. BWilliamson. DIVISION ENGINEER
KANA
DEPARTMEN

2020
20-
2020+54
100
110
120
130.
140
70.
60
-80
Panama.R.R.
-20
-30-
40
50
2030
Spillway.
D
70
R
50
POWER
HOUSE
0
2040
-------
HOUSE
CEMENT
---
R
A
N
100
2050
D
0
E
SCALE IN FEET
001
400
TOE OF DAM SLOPE.
500 W
RIO COCOLA
2060
환​합니다
​Crane Tracks
COCOLI
STORE
HOUSE
Crane Track
MACHINE
SHOP
HILL
Track
Cementtrack
sandRock
Storage Trestle
Rock Sand
en Storage Trestle
ㅁ
​Relay Pump House
150
2070
+
30
40-
50-
60
70
-90
100
-10-
120
130-
140
150
Crane Track
Crane Tracks:
169
170
180
C190
180-
170
160
140-
=
140
Cement Track.
160
2077+15
CANAL AXIS
2080.
Plate 110
To Panama.R.R.
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
PROPOSED LAYOUT OF HANDLING PLANT FOR
MIRAFLORES Locks
OFFICE OF DIVISION ENGINEER-COROZAL
SCALE 1:4000
DRAWN BY
Approved.
DATE June 11 1910.
TRACED BY forah. CHECKED BY Howe
BWilliamson
Division Engineer.
To accompany annual report for fiscal year ending June 30 1910.
ENGRAVED AND PRINTED BY THE U.S.GEOLOGICAL SURVEY
House Doc. No. 1030; 61st Cong., 3d Sess.
SECTION OF WALL
78-0-
¿
·70-0-
+
1
WORKING POSITION
BUCKET
EXTREME -
£ of
o U
É OF CHORD TO TOP OF RAI,
CLEARANCE LINE of Bucket
FILL
NIW
Rock
16--3-
ONE HALF WIDTH
OF CENTRE WALL
30-0
84'-0" MAX. HEIGHT OF WALL
TRAVEL OF CHAMBER CRANE 70FT.
84-6
80:0
97-6-
55-0
2-9"
PREDTHRAJATEL
Stop-GAGE
MACHINERY HOUSE
27-72
55-17
~CHAMBER CRANE ~
56'-0"
1/2 - 6 ~ | |
100:04
~CHAMBER CRANE ~
CONCRETE BUCKET
2 CU. YDS CAP
D CARE
55-0
StoGAGE
28
25-0
25-0
OPERA
ERATOR
12:00
28-ச
144'-0"-
(1=2
TXE
G
+19
·HAMBER CRANE BUCKET.
45-0
HANDYGATE
RIGHT POSITION
و ۲۰۰
MOVABLE CONCRETE
HOPPER
Hopper, FINAL POSITION
Concrete Bucket,
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CHAMBER
My
CRANE BUCKET
MOVABLE CONCRETE HOPPER
2 BUCKETS CAPACITY
~SECTION AA~
701
Boom.
PLAN SHOWING CHAMBER AND BERM CRANES, MOVABLE HOPPER AND HORIZONTAL MOVEMENT OF BOOM.
WITH THIS ARRANGEMENT A 78 FT. SECTION OF SIDE WALL AND A 78 FT. SECTION, FOR HALF THE WIDTH OF
THE CENTRE WALL, CAN BE BUILT WITHOUT MOVING BERM Crane
WITH BERM Crane alONE A 58FT SECTION OF SIDE WALL CAN BE BUILT.
E
CEMENT
-TRACK
TRICO
dstok Astok
CEMENT
-TRACK
f. 12:012'-0"
BERM CRANE ~
50-0-
·BERM CRANE~
10
об
MACHINERY HOUSE
CO
10
10
P:29
TO TOP OF RAIL
47-0
30
OPERATOR
LADDER
2½ CU. YO. HULETT EXCAVATING BUCKET
Clearance line of BUCKET, Open
150-0
Rock.
·168-0-
RAIL GLAMPS.
SCALE OF FEET
40
60
·50-07
40:0
60
OVERALL WIDTH
ELEVATION OF EXAMBER CRANE
4
70
80
90
TO ACCOMPANY ANNUAL REPORT FOR FISCAL YEAR ENDING JUNE 30TH, 1910.
SAND
RAIL CLAMP
Eitreme Working RoSITION
OF BUCKET
xoxoxo
6767
C
0101
40-02
·53′-6″
OVERALL WIDTH
ELEVATION OF BERM CRANE
~ SECTION BB ~
Vlaďka
Plate III.

·RAIL CLAMI
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
GENERAL ARRANGEMENT OF MATERIAL HANDLING CRANES
MIRAFLORES Locks
OFFICE OF DIVISION ENGINEER-COROZAL
SCALE 1/32 IN. LET.
DRAWN BY Wh
APPROVED. S.B. Williamson
DATE JUNE 9,1810
TRACED BY NILL CHECKED BY Ho&.
DIVISION ENGINEER
TESTING A
1920
192/+31
12+1261
+92
+37/3
a
1930
A
+373
192
1938
+92
の
​+373
1938
+37/3
(+1
1938
100
SCALE IN FEET
100
200
300
Guam
400
MAGAJENEZA
EAST WALL.
ww
CENTER WALL.
zzzz D M M Z ZZZZIID
500
WEST WALL.
=
Z
π
I
1950
1950+47
+92
حدى
1950+47
Top of Floor
D
1950+47
1952+29
1952+29
1852+29
Top of Floor
Z
187
Top of Floor
+67
11
·G_7
+11
1960
HATTENT
CA
+1
1967+12.
1967+12
Plate 112




ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
CONCRETE PROGRESS SHEET
FOR PEDRO MIGUEL LOCKS.
OFFICE OF DIVISION ENGINEER-COROZAL
SCALES: Hor. 1'4000, Ver.l: 2400. DATE Jurazo 1910.
DRAWN BY Lorab TRACED BY.C.b.h._CHECKED BY Jims
Approved
S. 13. Willowsou
Division Engineer.
To accompany annual report for fiscal year ending June 30 1910.
-5-0.
~√√37-
Note: In raising forms cach panel is movea half its length to one side to
stagger the vertical joints marked on the face of the wall.
in to give play to the
Holes in ExGin. Waling are to be bored
Bolts "D"
Bar
4' Pipe
Clip
d
Wedge
•
美
​15-0"
**
4.
1½ x 24 Bor
4 Drain Pipe
2x4 Lag Screw
*
Exio Lag Screw
S San Pedoman at
4x8x16+0" abt.
616:15:07
ang mag van 1 vs det v
“Q?
8x8
-7=10"
-5-0·
Form N°I set up for first Layer of Concrete
"
L2+
·2-6-
4×8×3-3*
And
Detail of Top Part of Form N°I.
LEVYGER BAJE
-7-6".
Clip
6x6x15-0
Dap Vertical 12”
6x6x15.02
1-3
2 x 4 x 15-02-
4
4
·3-0·
Bolt "B"
2-61-
2-6
Yer 200 ORANG PENUM CLUBY MOSTARFSE
·These two 13×6×15-0° Planks
nailed fast to 4x4x12" Blocks
2-6"o.c. constitute an
abnormal Guide Piece
-2=6"
Anchor Nut I
-1-5/1/11--
13 Plank nailed fast
to Verticals
中
​1938 10 BUT MADARA
-2.6.
15-0.
中 ​中 ​中
​First Layer of Concrete in Place.
and Form Nº removed.
2 Washer
Abnormal Guide Piece left in Place
Bolt B removed.
-Bolt "B" with Anchor Nut.
Bolt "A screwed
into Anchor Nut.
Sleeve Nut)
11A
Wedge
WENSWAY
PANG
-2-61-
Bolt "B" - 6 req.
43.
·3-0
g*
Bolt "D-12 req.
2
-2'-6"-
?
+
2-6
Sleeve Nut-12req.
'Washer
10°
Eye Bolt -2req.
2x4 Lag Screw-18 reg.
Cl½ Washers.
vit
Bolt E*
191
Bolt "E"
·2-6*·
2-2
1/2
中
​LAMPUS
Bolt E-2req.
Eye Bolt
2-6*
2-6
O S
0:68
MESINENY
7'-10"
8.00
6x6x15-00
R
punch l
2-6*
·6×6×15-04
Hardware
required for one Set of Forms N³ 1,11,& HI.
2.6
2x6x15-0
13
Wedges.
2-1
Bolt A-12 req.
-21
Anchor Nut-6req.
for every 90sqft of Wall.
4x10×14=0*
2-6.
15-0.
2-6
+2+
7/12/2
" Clip -18req.
S×10 Lag Screw -36 reg.
4-KIOKI4-0"
Eye Bolt
4 Drain Pipe
Punch
4x8x 20-0” abt.
5-0
4x8x16-0″obt.
6x6x15-0-
Dap Vertical 1½"
Form N°II set up for second Layer of Concrete.
Bolt D
6x6x15-0
Dop Vertical"
O
- ❤
O
4×10×14-0°″
2x4x15-0
"Clip
Clip
*N
3-0"-
Bolt B with Anchor Nut
4.
£4 Lag Screw
T
१७
ZSIE
به
Sleeve Nut
1-14
ONENE#
10
N
Second Layer of Concrete in Place
and Form NºI removed.
+
Detail of Top Part of Form NºII
13--
Engineering Lib.
те
BERNIUS PRHETE
774
U51
Standard Guide Piece leftin Place
Bolt "B" removed.
2-61
+
=0
0°0
Bolt A screwed.
Abnormal Guide Piece with Bolt A
and sleeve Nut left in Place
into Anchor Nut.
Bolt "B"
-1-5
Method of Raising Form Nº III.
1. After concrete has hardened, unscrew and remove bolts "B". Insert bolts "A" into the holes cored in the concrete
and screw tight into the anchor nuts løft in the wall. By screwing sleevenuis on the outer end of holts "A",the
upper guide piece is held firmly against the wall.
2. Suspend form by means of Eye Bolts. Unscrew bolts "D" in middle, and lower waling, then tighten ali sleeve nuts
that might have become loose by unscrewing bolts D: Pull form off the wall leaving all three guide pieces in
place, the lowest one of which, with its bolts “A”and sleeve nuts, is to be removed and raised up to working level.
3. Next the form is to be lifted up six feet, and so set up on top of upper guide piece that verticals rest
against the 4x4 in. blocks. By doing so the holes of middle and lower walings will come right opposite the sleeve
nuts of upper and lower guide pieces respectively.
4. Insert bolts "D" in to holes of the walings and screw tight into the sleeve nuts, thus fastening the form to the wall.
5. Adjust form by loosening the lower row of bolts "D" and driving wedges under verticals at their lower end. When
the desired adjustment is accomplished, tighten bolts "D.
Concluded below.
These two 13×6×15-0¨ Planks
connected by 4x4x12" Blocks
2-6"o.c. constitute a stan.
dard Guide Piece.
Anchor Nut-
12 Plank nailed fast to
Verticals
2x4x15:0
{"Clip
Dap Vertical
Bolt D
GxGX15-0-
Bolt "D"
6x6x15-0
Dop Verticalį“
Form N°III set up for third Layer
of Concrete.
4x10x14-0
Bolt D
VEN
5-3".
2-
DAN PASSWORDEN
Bolt B with Anchor Nut.
+1
Abnormal Guide Piece
with Bolt "A" and Sleere
Nut removed.
2 Washer
5x10 Lag Screws
'O
Sleeve Nut
ی*
เก
Third Layer of Concrete in Place.
Form N&II pulled off the Wall, ready
to be lifted.
Cald
4+
10
6
4×19 x 14-0″
*-P
9"
Standard Guide Piece left in Place
Bolt B removed
17年
​W//
10°
4
Standard Guide Piece
with Bolt "A" and Sleeve Nut
left in Place.
Bolt A screwed
in to Anchor Nut
105.5.
Anchor Nut remains
in Concrete
Details of Middle Part of Form Nº I.
"1
IN
12 Plank nailed fast to
Verticals
O O ·
Bolt "A"
2-14
•
Bolt D
6x6x15-0-
Bolt D
6x6x15-0-
1-51
Form N°III set up for fourth Layer
of Concrete.
Anchor Nut
Clip.
2x4x15-0
DANA
Wedge
4×10×14=0"
5-3"
✓
D.
•
-Bolt B' with Ancher Nut
D
APPROVED:
Plate 113
Standara Guide Piece
with Boll "A"and Sleeve Nut
removed and raised up
to working level.
4x10×14=0"
Fourth Layer of Concrete in Place.
Form Nº III pulled off the Wall, ready
to be lifted.
SB. Williaman
13.
DIVISION ENGINEER
Continued from above.
6. Connect adjoining forms by bolts "E"
7. The guide piece previously removed from below, is now to be set up on top
of form, so that the 4x4 in. blocks rest against verticols, and lightly nailed to
the verticals. Put bolts "B" in place, and screw anchor nuts on them
Ready for laying concrete.
Bolt "B" removed

10
SUORITET MELIPERISE LA PROPER-MARIESTA BATERIJ
ISTHMIAN CANAL COMMISSION
DATE
PACIFIC DIVISION
FORMS FOR LOCK WALLS.
PEDRO MIGUEL AND MIRAFLORES LOCKS
OFFICE OF DIVISION ENGINEER-COROZAL
SCALES⋅ 3/16 & 3/4=1'-0"
DRAWN BY WR TRACED BY ..
10-9
JULY 14 1910
CHECKED BY Vowd
+
S
KOORTS NA DIE ZINC TENAAMLA







>50
+49
2026
2020+54
110
120
110
140
130
120
-110
-100
90
go
60.
001-
50
GO
70
80
100
120
130
140
110
90
50
60
40
30
OL
80-
120
៖ រ
90
60
50
40
-24-0"-
To
10
80
20
Sketch of Concrete Barge.
Present Location of P.R.R.
06
40
50
60
80
10
Dredging Pump
Giant
Discharge
Will be
Jut
placed on th
is line
90
80
о
110
100
Giant
90
70
Extrak
COCOLI HILL
90
80
70
-60
So
40
64-0".
7+15
2077+1
Giant
18 45
80.
2080
Dredging Pump
Giant
Extra branch
1st Position of
90
Giant
Giant.
Extra branch.
2.090
AGUADULCE
HILL
60
30
48
94+98.2
30
3445
665
900
C
Coffer dam for
first operation.
Dredging Pump
2100
-110
CentralStation
Mouth of
Eventual Diversion
50
40
30
400
20
Go
70
60
50
130
AREA
40
2/10
40
BQ
TO
RIO
AREA
ΤΟ
Coffer dam for
W
Second operation.
FILLED
BE
===
--
RIO GRANDE DIVERSION
2120
GRANDE
BE
20
--
2nd Position of main (3600 Feet.)
2130
FILLED
Hotel.
COROZAL
--
6
Coffer dam for
second operation.
Station
To
B
DDDD
AREA
FILLED
90
60
40
BE
2150
Plate 114
+2160
500
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
GENERAL PLAN OF HYDRAULIC
EXCAVATING PLANT AT MIRAFLORES
OFFICE OF DIVISION ENGINEER-COROZAL
SCALE: 1:10000.
DRAWN BY
DATE June 211910.
TRACED BY C.Lorah. CHECKEDBY Howe
Approved 3. Williamson
Division Engineer.
To accompany annual report for fiscal year ending June 30 1910
ENGRAVED AND PRINTED BY THE U.S.GEOLOGICAL SURVEY
House Doc. No. 1030; 61st Cong., 3d Sess.

2-4 Straight Bars 8-0" lg.
-Bent Bars 8-6" lg. Bars 8-6″lg.
HRER
+Bars 69.C.-
Bara Rose
& Straight Bars &-0"lg.7
17" Bent Bar 8-6″ 19-
Bars 120G "A
H
+ Bars. 20:0″lg 6" OC.
Barse" oc
2- Bars 4-9″lg.
2-1 Bars 7-2″lg-
ZZ
4 Bars 14:0″lg goc.
Mesh12 wire cloth
TH
HEPRENE
TRANSVERSE SECTIONAL ELEVATION
-2" Pipe thru beams for drains -
A
B
C
of Barge
-£. Bars 18'-0"19.8″os alternating with 21-0"lg.
½ Bars 26-01g 60s = 100
1
*
HH HH HHHHH
14d
5-6
5-59
5-4
5-4
-"Bars 9"o.c
-₤ Bars 21-0" lg 12″ O.C...
•{ "Mesh #12, wire cloth...
15/1/20
Distonces from bottom of Bargetodeck.
No of Column. At Columns.! Between Col's.
5-6
5-5
5-5
5'-5"
Deck.
ľ Crown.
2-3 Straight Bars 10-0°lg.
...
- * Bent Bar 10-6 lg.
-½" Bars 5:01g 8"0-G-
SSA
2-Straight Bars 10-0"lg,
1- "Bent Bar 10-619-
HELE
24-0
1
I
1
Z H H H H H H H H H H FH
4
+6%--
70"
Hooring Bitts
Mooring Bitts
not
H H H H H H B B H H #EL
OO
colle
2. 3 Straight Bars 12-0″lg.
15 Bent Bar 12-6″19
2 zdiag
·
D
1
I
•
*"Bars 21-0″19 8″ac 책​을
​4
1
•
TS R H ZER
10—0″
BEHA
Bottom of Barge Level.
2- Straight Bars 9'-0"lg.
-1-3" Bent Bar 9'-6"lg.
Manholes 22" Dia.
Offset!" wide. 1½"deep.
2
-100
[I
10=0"
8-0
Ong
HELL
#Bars 21-0 lg 12″OC.
LONGITUDINAL SECTION SHOWING REINFORCEMENT
Timber guard
- Bars 21-0"19 12" 0.C."A"
315-3
ܘ
4"
31-71
REEEEE
FFE
* Bars 22-0″ 19 = "o.c."B" alternating with Bars 14-0″lg 9'o.c.
10
+ Bars 21-0"lg 12″o.c.
-24 Straight Bars 9-0″lg.
--Bent Bar 9-6″lg
TRANSVERSE SECTION SHOWING REINFORCEMENT & Mesh # 12 wire cloth.
•* Rods 5:0"10 8"'oc
¡in quikheap.
1
"Holes.
·64'-0"-
10:0″
+
& of Barge
Pump
1
1
Ji7/1
3-16
PLAN
9
Davit
Hole
2-3 Straight Bars 8:0¨lg-
13" Bent Bar 8-6″lg-
ino
31585888
Auxilliary Pump.
SIDE AND SECTIONAL ELEVATION
100
+0=0"
C
2- Straight Bars 8:01g=
BentBar 8-ig.
Level Plane.
Z H H H H H H H H H H Z H H H Z H H G K H
- +/-11-2
A
HEATHERSIHHCEFFAZZZZZZZ
1
U
100
+ Bars 210"lg 8" 10
··|-·.
L
10-02
6-22-
P
Reviewed.
•Mooring Bitts.
22222
Q5 Q
21" Bars 4-9"Ig.
2 F
·23 Straight Bars 12-0″lg
-13 Bent Bar 12-6°19
2-1 Bars 7-21g,
*Bars 22-019 9"oc.
See transverse section B.
123" Bars 5:0"1g in column.
Jing"
•
GAR
*** ***
<path
NoCole
Assistant Engineer.
+ Bars alternate 18-0" $21-0″ig 8" 0.6.
+ Bars 26:0"Ig_6.0.6.
AHAL
T
#LHHHHH
_End of barge
た
​-7:0
al
HHHH
-+Bars 9"a.c.
F" Bars 210″Ig izios.
Mesh 12 wire cloth
Side of barge.
10"
2- Straight Bars 12-0"19.
1 Bent Bar 12÷6″lg
SIDE ELEVATION SHOWING REINFORCEMENT IN BEAMS POSTS & DIAGONALS
01
+ Bars 21-0 lg 1206. See transverse section "A".
-35
Section of Column.
}
Recommended._Johnmns watt
Asst. Division Engineer.
10%
100
Plate 115.
-"""Bars alt 18-0" 8:0″lg 8"ac.
- 10/11
10252
10
Location of Holes for Mooring Bitts
NF
HAHHAL
43 Bars 5-0"lg,
-Bars s"ac
-4" Bars alt 21:0:1140 "giz:ac
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
DETAIL OF CONCRETE BARGE
SUPPORT HYDRAULIC PUMP
OFFICE OF DIVISION ENGINEER- COROZAL
SCALE 1/8 3/4-1-0″
DATE May 241810
DRAWN BY Bluhm TRACED BY Lorah. CHECKED BY Nowe
To accompany annual report for fiscal
year ending-June 30 1910.
Approved. S. BWilliamson,
Division Engineer
Jader

Engineering Lib.
те
274
2851
HIGH WATER EL + 10.0
MS.L. EL 0.0
E
SAND
LOW WATER EL -10.0
MUN IA E5 M 12 TI DO TE
-33-0-
BARGE
RACK ROPE
EL-25.0
18 M M M M
14
*2 HOIST Ropes-
CHOLD RO
10
EL. + 14.0
FD
MOTOR
152
TO OF COLUMNS
EN AS
01
-2 HOIST ROPES
CCOUNTERWEIGHT ROPE
55-0-
TANT
0
55-2° TO $ OF RAILS
SAND STORAGE-BINS,
I
10:
HOLD ROPE
O
RAND
AR
THE
10:
8
SECTION OF WHARF UNDER SAND-BINS
COUNTERWEIGHT ROPE
LADDE
F
U
-25-
SECTION ABOVE
´FF´TAKEN AT ÁẨ
SECTION OF WHARF TAKEN AT BB
Plate 116
F
1-2 1"
18-0
31-3½-
Isthmian CANAL COMMISSION
PACIFIC DIVISION
SAND-UNLOADER AT BALBOA
SHOWING CRANE, STORAGE BINS AND WHARF
OFFICE OF DIVISION ENGINEER COROZAL
SCALE 1/16IN. IFT.
DRAWN BY NILL
APPROVED:
DATE JULY 27,1910
TRACED BY NILL CHECKED BY Norwe
S.B. Williamsour
DIVISION ENGINEER

Engineering Lib.
те
774
7051
LIA |201
140
PIP
ALECTE MEX
952
WASH-OUT
ROBE
|HU|||
"pp
4 ¿ZETINI
RA||
Jac
SETTLING
TANKS
LA'O' DIAM. IB'O' HIGH, CAPY 5000. G.
LONDE:
והום
236—
HIMNE
INAUZ
TIMATE
HINES
[{}017.
-12° discr
UMMY
500||||IVE:
"JATE
BATE
110°
01
ΤΟ
SUCTIOr
12
10° SUCTION
PLAN
lo' DibCHARGE
Oripica Box
INFE
Hea
UUDEN » |
A m
30'o'.
-----------
COAGULANT STORAGE TANKS,
6'0" DIAM., 10'0" HIGH, CAPY. 2100. GALD.
´2500' - 10°CI
PIPE TO PILTERO.
Mixing TANK,
12'0' DIAM, 8'0' HIGH,
CAPY. 7000 GALO
CONCRETE
10° JUCTION
ÉLEVATION
OPERATOR'S
-.01
QUARTERO
BO MP.AC
MOTOR
20
τσ' τιο σTALE
PUMA
ALUM TANKS
10°
10’TWD STAGE
PUMP
80 HP A.C
MOTOR
(JW-8D
ISTS' - 16° C. I. PIPE
TO COCôli LakE
SUCTION 2
STR
APPROVED
OCALE OF PRET
BAR-1
D
70
S. B. Williamson
Division ENGINEER
J
ZANO
REBERVOIR
▸
J
LINK
C
100 GAL TANK,
LÖNING FILTERS
GRANDE
L-;"ཀླ...----
MIRAFLORES
2500-10° Ci
DISCHARɑe to
FILTERO
COCOLI
1:
BANAGE
GRAM!
WAM CHATHUA USTUNLAHORATZAITHLINTIN
LOCKS
ས་མ་གོར་བར་
COCOLI
Pumpina
STATION
URB
CIHIDIANIHINHMHIDHDAVAD
"NATUR
1835 16°.
*** ***** ***
25.
KOUBE
A
´▲ ES' Mech. Pras-
A
Plate 117
The nod to 27
AUDI
FILTERS IN BASE-
POWER - KOUSE.
QUATION
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
COCOLI
COROZAL
LAKE
PUMPING AND
FILTRATION PLANT.
OFFICE OF Division Engineer
SCALE 1/16 = 1'0"
DATE 7-14.-10.
DRAWN BY WEL TRACED BY WEL CHECKED BY Home

"Seven Water
To Colon
Labor Camp
000: 00000
Inoune
ToLa Boca
Asylum
Ancon Corral.
QQ
Ool
Q90
பாத
Legend
New Sewer & Water Lines
175.
ΡΙΟ
REPUBLIC OF PANAMA
CANAL
ZONE
quel.
Surch of
Calle 40 A.
De La
Calle
8 Sawer
Wate
50
America.
Calle De La
Calle 39A.
Calle
0
Caledonia.
80000
300
69
Calle Perigault.
DeLa
Calle 38 A
375
000000000
400
Anch
DE
De
B
425
Constitucion
Calle 37-A.
450
AP
Indepen
Colle
Tivoli Hotel
BROX
Ancon Athletic Grounds
Es
*********
N
Calle Concordia
Water
Calle
Herobar
。 & Sewer-
dencia.
30 Storm Sewer
Calle
Do
AMO
CURR
Water
Calle36 A
Ossa
water
SES
Calle 35 A.
seps
Calle
Calle
61
wer
Caledoniaering
8water
calle 34A
ID
1000
10
De La
Ancon
10% Sewer
6 Water
WALD TEE
P.R.R.Station
50
Calle 33A
Republica
Del
Sower
8 Water
2.4
:0
acker
Jose Higino St
E2431
&
Calle 32 A
Istmo.
Avenue
E. 23rd St
Sewer, Gwatu
Boulevard.
ter
E.22nd St.
Sewer, & water.
Foot Bridge.
gooboo
Concrete
Reservoir:
Calle 31A.
£ 21St
Sewer,
OF July
6"Water
& Sewer
Administration
Building
St
6" Water.
Avenue.
Steelwater Tank.
50,000Gal
E 20th
8 Sewer,
Obarrio Place
15 Outfall
85ewer. "Water.
E
50
Lyon St.
8"Sawer.6" Water.
New Intercepting Sewer
3
REPUBLIC OF P
PAXX
Freight House.
Central
CANAL ZONE
East 16th St
East 15th St.
Northern Avenue
-Balboa St
Avenue
F.St.
Cemetery.
Colon
L
Avenue.
West
west
E.
East 14th St
50.
st.
St.
Fourteenth
West
sixteenth
C
St.
Cemetery
St.
East13th
시
​Santa Anna Place
|ი
Cemetery
St.
St.
St.
BASWEY
12th
Waters
Plaza
Fifteenth
East
Balboa
W
Mark
west
St.
B
Vicente
St.
San
Umet
West
Road.
Plazo
Arange
4111
st.
Northern
Eighth
Avenue
Cross
12th
Central
13th
A
St.
w.Seventeenth St sewer
water
Place
St.
Seventh
Tenth St.
Ninth
Eighteenth
Ave.
Sixth
Sur. Ave.
Nineteenth St.
Eleventh
A
8"Sawen
4Water.
Twentieth St. 8"sewer
8" Sewer
4 Water.
Water.
St.
-To Outfall.
Third
B.
Avenue
Hiranda St
Jose de
Bolivar
Avenue
Herre
Plaza.
Cathedral
St
Fifth
Obaidia St
AID
Pláza
Plaza
National.
Palace
Fourth
St.
155
St
St
Y
St
St.
St
St.
Southern Ave
OF
First St
Second St
M
National
Square.
Sea Wall.
Plate 118
P
A
N
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
MAP SHOWING PANAMA IMPROVEMENTS
OFFICE OF DIVISION ENGINEER-COROZAL
SCALE 1:6000
DATE July
DRAWN BY TRACED BY Lorah. CHECKED BY
Approved. S.B. Williamson
Division Engineer.
1910
Howl
ENGRAVED AND PRINTED BY THE U.S.GEOLOGICAL SURVEY.
House Doc. No. 1030; 61st Cong., 3d Sess.

Note:
Outside Toa 172 Bars1 0 4-6' long
10
lo 2-9″
Inside Toa
10 4-8"
to 7-0°
3'-6"
&•
Reservoir to be plastered insida with 1:1 Mortar thick
Thickness of wall and Floor as given includes Plastering
Mix Concrete 1:24:5.
use plain Medium Steel for Reinforcement and annealed
wire N° 12 for Tying.
Wall
1
1
·3040″-
160
Longitud R 5000 lin.ft.
Floor
1500
1500.
162 Bars 10'-6" long
162
7'-6"
5'-0"..
162
..
L
Sectional Elevation B-B
··
-
4.
to
lin per foot.
•
46ate Valve
·
·10×22
+ Outlet
Over flow
Total Weight.
4" washout.
7744+
5$..
4 Gate Valve
640
1120
•
a
560"
5000!-
1500-
1500..
1701
1215
BIO..
··
•
656lbo
24.
306 ..
572..
582-
5215
717
767.
177
1 2.6 7
1549-
13433lbs.
A
4-0°-
5'-0"
- 6″-
5-0
M
7:
++++
++
5-0-
Part Plan showing Main Reinforcement in outside
Toe of Wall and Floor.
Place Bars 2"above ground. For Splice in Floor overlap 1-6"andwrap with wire
99 2-long 12″ of
£59.4-6 long 12" 0.c.
-++++-+-
+++
+-+
++
Fr
ー​ト
​54 39.24 0.c. 34-6″ long
round 24″oc. 84-6 long
十​十​十
​-+ +-
++++++
+ + + + + +1-
5-0°
213paces@ir»21-o'
"Sq 24" 0.c. 34'-6" long.
"Round 7-0 long 12'ac.
Square 4'-0" long 12" 0.c.
Round 3'-6" long 120.c. (Hooked)
Sectional Elevation A-A.
Elevo
40'-8"
8
round: 24°0.c.54-6-long
41 Spaces • 17 •
5:00
Part Plan showing Main Reinforcement in
Inside Toe of Wall.
Place Ears 24" from Foos. Hook the ₤13-6" Round over the longitudional
Rodin Bock of wall as shown in Section A-A.
4"Outlet
+ Inlet.
41-0°
4 Overflow
4 wasbout.
HEE
·40-8″.
......
sc-0
2-6~-
·10-2″
2″Slope in Ilfeet.
So'-0"
5:04
-8-02
SA
-30-0″.
departe
5:02
-5-2″
5:0
6″x6″Drain.
Part Plan showing main Dimensions of Reservoir
and Location of Pipes and Drains.
Fill drains with broken Stone.
5'-0"
5:02
6x6 Drain
2"Slope in 21feat.
Borsigos
10 Bars12o2.
3"per
5-0°
4'-8°
S
3" || 12 | 12!!
10-.6
Part Plan showing longitudional Reinforcement
in Wall.
All Rods to be "Round 12" ac. bent at the corners of Reservoir.
For Splice overlop 2'-0" and wrap with wire.
Avoid splices near corners of Reservoir.
8
4-0
4-0°
-12-09
22°
{"Round 10´s long.
1270˚C.
§ Round 7'-6"long?
12° 0.c.
Sq 5:0" long (hooked)
1270-c.
A
Engineering Lib.
те
774
451
I
Submitted:
Elevation showing Main Reinforcementat.
inner Face of Wall.
Place Rods 3″ from Finished inside Face. The "Sq to be hooked over
the longitudional Red in Base as shown in Section A.A.
2×6×12-6'
VIDY
O
_U-,Z) ▼ RIT
HoCole
Assistant Enginear.
Johning watt
Asst Division Engineer.
Reviewed:
Approved: B. Williamon
Division Engineer.
42 - 2 16 » 0′-0″
These four boards forming a panel to be set at
working place only to prevent spilling of concrete.
Runway for loaded wheelbarrows.
Piace boards for crossover opposite working place
Runways for empty wheelbarrows.
240110'-D´
216
**E*R*-o"
Bracing of Wall Forms
2-6" O.C.
LICIES
Plate 119
10'-6"
10-8°2
2184//*-0''
ISTHMIAN CANAL COMMISSION
PACIFIC DIVISION
100000 GALLON RESERVOIR - NAOS ISLAND
OFFICE OF DIVISION ENGINEER-COROZAL
SCALE 1in = 8 Ft.
DATE May 20192.
DRAWN BY ARR. TRACED BY CLL CHECKED BY ༼16,4
TO ACCOMPANY ANNUAL REPORT FOR FISCAL YEAR
ENDING JUNE 30 ¡1910,

80 00 W
920'N
PTA. TORTOGUILLA
FORT LORENZO
79°55'W
THE PANAMA CANAL
TORO POINT
LIGHT
MANZANILLO BAY.
CHAGRES
COLON
RIO
ggggggggar
DOC
gab
B00
CHAGRES
Arm
CRISTOBAL
LIMON
00
Bd
200
BAY
9°15'N.
kkk
44
RIO DEL PUERTO ESCONDIDO
L
**
4
444
$
YYY
PANAMA R.R
EAST DIVERSION.
*
L
MT. HOPE
RESERVOIR.
Y
k
RIO INDIO
FRENCH CANAL.
k
444
PROPOSED FREIGHT LINE
kk.
MINDI
k
44444
9°20'N
244
444
Water Shed
GATUN
100
300t
End of Track.
June, 30-09.
Sta.278.
Rio
GATUN
M,00.08
CANAL ZONE BOUNDARY
yy
QUEBRADA
RELOCAT
*
业
​TIGER
HILL.
土
​土
​と
​V
BAJA
79 50 W
£
Y
J
*
Present Flooded
10
2030
CALLE BRUJA SWAMP
L
THE
Y
N,Or
DAD
mpn
Monte
Vistoso
TRINIDAD
Monte
Lirio
LION HILL
acea
Que Canejo
RIO
土
​Rapid
of Las Pin
QUEBRADA
بو
J
Find
AHORCA LAGARTO
Dodo
OLD BED OF THE
-
Elev. 170
St
HAGRES
土
​FRENCH CANAL
14
Que
Bibare
Que Chi
AGUA CLARA SWAMP
RIO JUAN
Engineering Lib.
те
774
451
GALLEGOS
PANAMARR
pun
פיקת
REPUBLIC OF PANAMA
CANAL ZONE
and
Ever
здобле
700
End of Track
June,
60-05-45
AGUA SALUD
RIO
ingh
FRIJOLES
M,SS BL
200
85
9°05' N.
$900
30
RIO FRIJOL
79°45'W.
Rio
1816 215
FRIJOLES
GR
TABERNILLA
FREE
1000
CAIMITO
SAN PABLO
9°10'N.
MAMEI
1700
BAILAMONOS
30
MATAG
GORGONA.
M05.6L
200
Plate 120
BAS OBISPO
LAS CASCADAS
EE
PANAMA R.R. CO.
RELOCATED LINE
Office of Chief Engr
M, SbbL
9°05'N.
Colon R.P
Chief Engineer File No 8055
GENERAL MAP
SHOWING RELOCATED LINE
COLON TO BAS OBISPO
Drawn by:
Scale: 1:80,000
Traced by: A Date: July 27-10.
Approved:
Yo Mears
ENGRAVED AND PRINTED BY THE U.S.GEOLOGICAL SURVEY.
House Doc. No. 1030; 61st Cong., 3d Sess.
Engineering Lib.
те
774
251
12465.
30'Roadbed:
172:1
!
211
3
To be raised with Track Shifter.
Die
Zm
40' Roodbed.
5
To be raised with Track Shifter or
filled from Temporary Trestle.
4
12:1
me
v
Original Surface of Groung
175
Gatun Lake. 1857
+30
VI
A
_ _
We
Plate 121

PANAMA R. R. CO.
RELOCATED LINE.
Office of Chief Engr.
METHOD OF MAKING
QUE BRANCHA EMBANKMENT.
TYPICAL SECTION.
Drown & Traced by O.G.T
4. Grears
Colon, R.P.
Scale 1 IN 50 FT
S
July 29.1910
Chief Engr File N° 12465.

忄
​Fill approximately
65'in height.
2′✈ 2' 2'xx 2'xx 2'x2'✯ 2'✈
11
I
x 2'x2'x
-100% Grade
"1
}
||
11
12
_H====
|.|
p
|
1
'-2' 2' x 2'sti
C
LLL
16°c.toc.
Part Longitudinal Section
11
I
||
11
+=-1E
1
1
I
-
49-1
Part Section above Floor
and
Part Top Plan
11
RN
6=0".
2'.
cof
`30 Lb. Rails. 12″c. toc.
074
34Square twisted bars. 1-6"c. to c. 6" from back
of wall and extending 3'into main wall.
=
11
||
||
||
Jak
41 ===
مواد
-
11
"
|
„9-01
<<-,2
H
th
3'
||
ŀl
I
M
3'
P
C
2 tol Slope
-+- ===
16:"0"
1
ALL
#+
11
11
||
W
11
M
3'
18-6"
冰
​#=
1
3'
trist
11
запра
4-2-a4|
A
£
132
1
|
19′-9″
l
Depth of curtain wall to be
determined by local conditions.
NOTE
Positions of Wing Walls to
be determined by local conditions.
ha
afspice
3-3
9-1
Flaring Wing Wall
|_ 2=6"--|
22
+9
6~0"
1-6"
1
26-0"
4-0" ___ 4-0" _*_3=-9"
*
Square twisted bars. 2c. to c.
6'-0"
Transverse Section
End Elevation
3′-9″ — 4′-0″ _<
420"
26-0"
Old French Rail.
U
U
4-0".
-2-6″
Plate 122

3/4" Square twisted bars.
to coincide with spacing
of top bar. 2's.toc.
3/4"Square twisted
bars. Spaced 2 c.toc
and intermediate
with Transverse
Rails.
3-3"
French Rail placed in a
9"circular concrete pile.
Spaced 16'c.toc.and
staggered with piles in
other side wall.


Straight Wing Wall
Colon R.P
PANAMA R. R. CO.
RELOCATED LINE
Office of Chief Engr
TRIPLE 6×8′ BOX CULVERT
QUEBRADA ANCHA
Drawn by: ALR Date: Mar. 2-1918
Traced by: ALP. Scale: 3/16 In. 156.
approved:
4. Freera
Chief Engineer File Nº 14254
トー
​Elev. 31.81 Subgrade
Elev. 260
Elev. 23.5
Elev. 8.5
Elev. 7.0
Elev. 5.0
MEMEMEM=////EWF/B\\\\F//
-10-0;-
2
2 + 2' + 2'4 2'4 2' 2'4+ 2 + 2 +
CAVA
7
6
• 2' x 2' 2' 2'* 2' 2'× 2'x2'
4'-
18-9″
#
3'->
22
itol Slope
MEMEMEME
22-6"
£4£4£4 £
k24.
n
H H H H H H X H
18-9″ -
1=//
||
Half Section
여샤
​C
昔
​+241
rea
T
Glad
Ja Square twisted bars. In ctoc. 5 from back of
wall and extending 3 into main wall.
K
34 Square twisted bars.
Lower row 2 above bottom of slab.
Top
q"
Bars spaced 6 "in direct line or 3"staggered.
2'
Quarter Section above Floor
and
Quarter Top Plan
||
W
7-3"
Med
K
+ 2 x 2 + 3
-42-0"-
11
11
be
-17-6".
11
サー
​L
23-3"
+2=6"
27-0".
IL
4
===
2'
All concrete piles to be
carried down torock.
0-51
Depth of Curtain Wall to be
determined by local conditions.
26'-6'
NOTE:
Position of Wing Walls to be
determined by local conditions.
19-6%
-34
tat
Half Side Wall
42′-0″
Half Center Wall
ただ
​T
-~-α===
Arrangement Diagram
Concrete Piles
Scale 1/3=1'
4/K
Flaring Wing Wall.
|2 +49,20
T
6=0'
6:0"
12's
द्र
I
12=0"—
1-6"
10=0"_
+2
4/
p
.30-0"
34 Square twisted bars. 2 'c.toc.
N
-6=0″-
"
34 Square twisted bars
2'ctoc.
"
Square twisted bars.
2'c.toc.
French Rail
11
Transverse Section
30-0"-
End Elevation.
k 4'
10-0--
Tax
4
Plate 123


Square twisted bars to
coincide with spacing of
top horizontal bar
6 French Rail to be
placed in center of each
pile and to extend 3'
into same!


Straight Wing Wall
Colon R.P
PANAMA R.R. CO.
Relocated Line
Office of Chief Engr
DOUBLE 12×15'80X CULVERT
CARDENAS RIVER.
Drawn by. A.L.P. Date: Dec.13 "1909.
Traced by: A.L.P. Scale: //gin-IFE.
Approved:
& gears
Chief Engineer File N° 142.50.
Scale D. Scale C.
For Curres For Curves
7. 12.
16. 18
$4,000,000
8
12
16
20000,000
24
26
32
36
44
48
52
56
60,000,000+
400.000
+ 500,000-
600,000
700,000
800,000
900,000
40000,000 - 20 Millions
20 Millions +1 Million
64
68
72
76
84
88
92
96
-100,000,000
32
34
36
38
80,000,000+ 40 Millions
42
44
46
48
50
104
108
112
116
124
128
/32
136
52
54
56
58
120,000,000+ 60 Millions
144
148
152
156
164
168
172
176
-180,000,000.
2 Millions
4
6
8
10
62
64
66
68
-140,000,000+ 70
72
12
14
204
208
16
18
74
76
78
£60,000,000 - 80 Millions
160,000,000
82
84
86
88
90
2/2
216
22
24
26
224
228
28
30
184
92
188
94
192
96
196
98
-200,000,000 Hoo Millions
102
104
106
108
-229,000,000+ 110
112
114
244
248
252
256
-260,000,000
264
268
272
276
344
348
352
356
122
124
126
128
130
132
134
136
138
-280,000,000+40 Millions
116
118
600,000
700,000
800,000
900,000
5 Millions
100,000
200,000
300,000
400,000
500,000
232
600,000
700,000
800.000
236
900,000
240,000,000 +120 Millions+6 Millions
100,000
200,000
300,000
400,000
500,000
284
288
142
144
292
146
296
148
-300,000,000 150
304
152
154
308
312
156
316
158
-320,000,000 +160 Millions
Scale A.Scale B.
For Curves For Curves
2.3, 4, 8, 10,
1, 5. 6. 9
11, 13, 14.
15, 16.
100,000/ Million
182
184
200,000
300,000
Dollars.
Cubic
Yards
Scale D. Scale C.
100,000
200,000
300,000
400,000
500,000+
600,000
700,000
800,000
900,000
2 Millions
100,000*
200,000
300,000
400,000
·500,000-
600,000
700,000
800,000
900,000
7 Millions
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
900,000
8 Millions
100,000
324
162
164
200,000
328
332
166
300,000
336
168
400,000
-340,000,000 170
500,000
172
600,000
174
700,000
176
800,000
178
900,000
.360.000000 180 Millions 19 Millions
100,000
200,000
364
368,000,000
2,000
600,000
700,000
800,000
900,000
3 Millions
100,000
200,000
300,000
400,000
500,000
29
30
31
32
33
34
35
600,000
36
37
32
700,000
800,000
900,000
4 Millions
100,000
200,000
39
40
41
42
43
400,000
44
500,000+ 45
46
47
300,000
48
49
Cubic
2345
6
7
8
9
10
//
12
13
14
15
16
17
18
19
20
2/
23
23
24
25
26
27
28
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
Cubic
May
June
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73 77-0
74
Yards
Yards.
Scale A. Scale B.
18-
16-B
July
Sep. 0
Aug.
Oct
Dec.
Nov.
1904
May
June
12-0
1
July
Sen.
Oct.
Nov.
O |AUT
1904
Jon,
Feb.
Mar.
14
1905
Apr.
May
June
July
Aug.
Sen.
Oct.
Nov.
Dec.
Jan.
Feb.
Mor.
Apr.
-B
9-B
+
June
1905
1906
May
June
July
Aug.
Sep.
Oct.
Nov.
Dec.
Jan.
Feb.
3-A
15-8.
VA
14
DW
Apr.
May
June 6
1907
5-B
2-A
4-A
July
Aug.
Sep.
Oct.
Nov.
Dec.
Jan.
Feb.
Mar
1907
*
76-B
+
**
udy
Moy
1908
June 6
July
Aug.
Sep.
Oct.
Dec.
Nov.
Jon.
Feb.
Mar
+1
10
DO
TH
+
1909
Apc.
May
June 6
July
Aug.
Seb.
Oct.
Nov.
+
4-A
02
+
+
K
Dec.
Jan.
Feb.
Mar.
+
+
23
1910
Apr.
May
June
July
Aug.
Sep.
Oct.
A
Nov.
Dec.
Engineering Lib.
те
774
451

1911
Jan.
Feb.
Mar.
Apr.
May
June
July
Aug:
Sen.
Oct.
Nov.
Dec.
Jon.
Feb
July N
Mar.
Apr.
May
June
Aug.
Sep.
Oct.
||||||||||THAL |||||||||||||૬||||||||||||OTST||||||
1912
6849 GAWA -
May
June
July
2
3
4
5
7
10
"/
1912
14
15
16
17
18
Nov.
Dec.
17
Jan.
Feb.
"
Aug.
Sen.
Oct.
Nou
"
ր
Excavation Atlantic Division
"I
n
}}
n
"
Mar.
Apr.
May
June 6
"
1913
Dec.
Jan.
Feb.
July w
Aug.
Sep.
Oct.
Nov.
Expenditure
亲爱
​"
Gatun
Locks
Gatun Dam & Spillway
Central Div. - Chagres Section
Culebra
Total
2
F
17
12
"
13 Atlantic Division Concrete
Pacific
Gatun
Pacific Div.-
C
Dec.
Jan.
Fab.
Pedro - Miguel,- Locks & Dam
Pacific Division Wet
"
Dam Fill
Fill
Dry
Miraflores Locks & Dam
Total
Mar
Apr.
May
June
July
1913
Plate 124
<<
Pony
Wet
- Dry
-
"7
-
ISTHMIAN CANAL COMMISSION
CHART
SHOWING
EXCAVATION AND EXPENDITURES
TO JULY 1, 1910
H.A. Rousseau
Member Isthmian Canal Commission.
Sep.
Oct.
Nov.
Dec.
1914
Construction & Engineering
Total
-
Jan.
Feb.
Assistant to the Chief Engineer.
YOW
Nov.
Dec.
Apr.
May
6 June
1914
Scale B. Scale A.
For Curves For Curves
1, 5, 6, 9,
15, 16.
A July
Aug.
Sep.
Oct.
Nov.
Dec.
I Million.
2
3
4
5
6
7
8
9
10
//
12
13
14
15
16
17
18
19
20
2/
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41.
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
87
88
2,3,4,8,10
11,13,14
89
90
91
92
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
900,000
/Million-
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
900,000
2 Millions
Cubic
Yard's
Scale B
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
900,000
3 Millions-
100,000
200,000
300,000
400,000
500,000-
600,000
700,000
800,000
900,000
4 Millions
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
900,000
-5 Millions-
.100,000
200,000
300,000
400000
-500,000-
600,000
700,000
800,000
900,000
6 Millions
100,000
200,000
300,000
400,000
·500,000-
600,000
700,000
800,000
900,000
7 Millions-
75
76
77 700,000
800,000
900,000
8Millions
100,000
200,000
300,000
400,000
78
79
80
81
100,000
82
200,000
83
300,000
84 400,000
85
86
·500,000
600,000
500,000
600,000
700,000
800,000
900,000
9 Millions
100,000
200,000
Cubic
Yards
Scale A
Engineering Lib.
те
774
ا 265

Inches Rainfall.
200
190
180
170
160
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
Years
of
Record
Miles
between
stations
Balboa-6
2.00
Ancon-i!
२०
verag
AXE
1908
686
PedroMiguel-2
M
Rio Grande-5
CuleBia-17
"}}
annual
7.
rainfall for years
San Pablo-2
1.94
Tabernilla-2
1908
RK 7-21-10
6.10
cars of
の
​ISTHMIAN CANAL COMMISSION
THIRD DIVISION, OFFICE OF CHAIRMAN and CHIEF ENGINEER
RAINFALL ALONG CANAL ZONE
1908-1909
and
Bohio-12
STATION AVERAGES
8.44
Plate 125
ecord
Gatun-4
708
Cristobal-37
Engineering Lib.
те
705)
*......
Plate 126
Inches.
20
15
10
5
15
10
5
***************
Gatun
5 years
Cristobal
(Colon
40 years.
Gamboa
29 years
Culebra
21 years
Bohio
15 years.
Ancon
(Panama)
13 years
San Pablo
2 years.
TH
Alhajuela
10 years
J
4.
Inches.
20
15
10
5
15
10
5
10
T
H
0
Chart Showing Comparative Monthly Distribution of Precipitation
Average for Period ending Jan. 1, 1910
Years of Record

Ancon
Average Hourly Velocity-9.0
Hours of Calm
3%
6.4m
74%
8.1m.
0.29
4.8m.
N
14%
11.4 m.
2P%
6.$m.
2%
7.0m
3%
6.6m.
2%
5.6m
3%
5.6m.
Average Hourly Velocity-5.9
Hours of Calm
77%
Culebra
0.2%
4.4.
5.5 m.
N
16%
7.3 m.
0.1%
3.2 m.
Explanation of diagram.
Radial lengths from foci in shaded areas
represent percentage of hours of prevailing direction
Radial lengths from foci in
in blank areas represent
average hourly velocity for corresponding time
3%
9.0m.
0.2%
4.2 m.
0.3%
38%
3%
11.7 m
Cristobal
Average Hourly Velocity-12.9
Hours of Calm
6%
010
11.2m.
010
5.3%
N
21%
4
AN
m
66
Plate 127

14.2 m.
16%
12.7m
2%
3.5m
DRY SEASON WIND ROSE
FOR 1909
4%
a

ISTHMIAN CANAL COMMISSION
THIRD DIVISION, OFFICE OF CHAIRMAN and CHIEF ENGINEER
Ancon
Average Hourly Velocity-6.3
Hours of Calm
16%
5.4 m.
42%
6.6m.
4%
4.Vn
N
5%
49
15%
74 m.
3%
4.4m
11%
6.6m.
30
5%
5.5 m.
16%
5.6m.
Culebra.
Average Hourly Velocity-54
Hours of Calm
4.3%
5.6 m
3%
5.4m
N
51%
47m
6%
6.4m.
Explanation of diagram
Radial lengths from foci in shaded areas
represent percentage of hours of prevailing direction.
Radial lengths from foci in blank areas represent
average hourly velocity for corresponding time.
4%
3.7
40.0
6%
43m
16%
5.8m
Plate 128
Cristobal
Average Hourly Velocity 6.9
Hours of Calm
11%
9.0m
10%
10.3m.
6%
7.8m.
N
141%
9.3 m
13%
5.6/m.
4
5%
7.3.
36%
5.10
O



5%
3.8 m.
WET SEASON WIND ROSE
FOR 1909
ISTHMIAN CANAL COMMISSION
THIRD DIVISION, OFFICE OF CHAIRMAN and CHIEF ENGINEER
Engineering Lib.
те
774
3051
Wind Velocity Scale
M
10
+ m
~
-
Scale
Rainfall
40
36
132
24
20
KHz
July
1909
Aug
EvaporatiON and ALLIED PHENOMENA
for
BRAZOS BROOK STATION from JULY 1909 to JUNE 1910 INCL'S'E.
Average Wind Velocity
Sept. Oct.
Nov.
Note:-
Rainfall and evaporation in inches.
Vapor pressure in tenths of an inch
Average wind velocity in milos per hour
Evaporation measurements from pan 4 ft. in diameter
by 10 ins. deep, floating in reservoir.
Nopor
Evapor
Pressure
Dec. Jan.
tion
Precipitation
Feb. Mar.
1910
Apr.
Plate 129.

May.
June.
+6
Vapor Pressure and Evaporation Scales.
Engineering Lib.
те
774
2517
Wind Velocity Scale
5
+
♡
2 24
Rainfall Scole
22
20
Ho
+2
2
July
EVAPORATION and ALLIED PHENOMENA
for
Rio Grande STATION from JULY 1909 to JUNE 1910, INCL.
►
Average Wind Velocity
1909
Aug. Sept. Oct.
Vapor Pressure
Nov. Dec.
Note:- Rainfall and evaporation in inches.
Vapor pressure in tenths of an inch.
Average wind velocity in miles per hour.
Evaporation measurements from pan,
4 ft. in diameter by 10ins.deep flooting
in reservoir.
vaporation
Precipitation
Jan.
Feb.
1910
Mar.
Apr.
Plate 130

May
June
10
LO
Vapor Pressure and Evaporation Scales.
Engineering Lib.
те
777bf
351
15-
るー
​Discharge in Thousand Cubic Feet Per Second.
G
13 —
12-
//
10
7
4
2
Third Division, Office Chief Engineer
Chagres River Drainage Basin
(1320 Square Miles)
Mar.
Cycle of Average Monthly Discharge
For Period of Twenty Years
(1890 to 1909, inclusive!
Note: From 1890 to May 1908, discharge estimated
from present relations. May 1908 to Jan 1910,
from Current Meter measurements.
Annual
April May June
Average Discharge for Three Dry Months.
Average Discharge
July
Aug. Sept. Oct. Nov.
Dec.
Jan.
Plate 131

Inches per month on watershed
Feb.
12
//
10
و
8
7
6
Mar
Engineering Lib
те
774
051
50
Third Division, Chief Engineer's Office
Chagres River Drainage Basin
(1320 Square Miles)
Mass Curves of Discharge at Gatun West Diversion
(Actual Runoff Measurements)
Cu.Ft.pe
Se
30,000
25,000
20,000
Note:- Gagings began at Gatun May 1908, discharge figures,
previous to that time are established from the present
relation between the discharges at Gatun and Bohio.
Based on this argument, during the period since 1890,
the Maximum discharg was in the year 1909, the Mini-
mum discharge in 1905; and the minimun dry season
discharg in 1908 (Jan. to April incl.)
15,000
10,000
Rate-Vector
Jan. Feb.
5,000
2,500
Mar.
April May
June
1909.
Mean for period of 20 years
July
1908
1905
Aug. Sept.
Oct.
Plate 132

Nov. Dec.
350
300
250
20
150
100
Thousand Million Cubic Feet
50
75
701
65
8
Discharge in Thousand Cubic Feet Per Second
B
50
45
35
25
15
Nov.
20
Dec.
40
60
Oct
Avg
80 100
Third Division, Office Chief Engineer
Chagres Drainage Basin
Curves of Discharge Duration
at
Gatun, West Diversion
Year 1909
Full line shows number of days that discharge has
been above a given quantity.
Broken line shows mean monthly discharge in order
of dryness.
120 140
Sept
June
Period by Days
160 180 200
Jan.
Feb.
May
T: April
Plate 133

Mar.
220 240 260 280 300 320 340
365
35
30
25
20
Jowe
00000
100.000
$0.000
28
Fanced
Vector Diagram
Alhajuela
Gamboa
Botto
Fatun Canal
Gatun Xe Live
Accumulated
Discharge
TH
and
Punote
en Pla
Can Water 22
Vigia
You
100
Heights of Water in feet above Mean
Crell Curlle anet. hing
Catua
Banio
Alhajuela
Samboa
Vigia
70
30 X 76 2015
25 25 76 75 750
220 20 6 5 110 15
25 15 60 105 10
10 10 55 100 135
5 5 50 9 5 130
0
be
der of Month
4590135
Vila Vick 160.5
wan
26
Flaviograph washed out.
10
antboa
Hayaa
1
M
Sat
BATLA
29
AIN
AreHafeez
29
300
Engineering Lib.
TC
774
Dard Division Office Chief EnGINLET
Diagram of Freshet Heights and Mass Gurres
in Chagres Miras Dec 20, 1909- Jan B 1910
To Accompany
1/
Tetpri
and
251

458
we Grood on Love Storage
Plate 134
Lista #52
min Wood
2A 1985
Seo
abere
Mastu
where
Station
Maju
Cumbca
Banio
Batua
+ Aschere!
moff total Area (Storage plus
1906 1989-10
1793 720
782
386 38.7
196
Bobie accur. Pigegne
TAG
Actum
བས་ན་ཐུགས་ཐོག་ཆོག།
72TILLY?
雄
​ALPEN
Scale
2903 4077
aps paamoy
אי א
ashayyy
Engineering Lib.
Te
77
251
bough
30
28
26
24
pas sa te i
22
20
16
26
14
Thou
O
4
2
Nov.
Dec.
Average Discharge
20
Oct.
40
Sept.
60
Average Discharge for three Or Months
80
Third Division, Office Chief Engineer
Chagres Drainage Basin
Curves of Discharge Duration
at
Full line shows number of months that discharge
has been above a given quantity.
Aug
Gatun, West Diversion
For Period of Twenty Years
(1890 to 1909, inclusive)
Broken line shows mean monthly discharge in
order of dryness.
100
Note: Discharge from 1890 to April 1908 incl., estimated
from present relations. May 1908 to Jan. 1910
from 'Current Meter measurements.
July
120
June
May
140
Period by Months.
160
Plate 135

Jan.
180
Fab
200
April
220
Mar.
240
above Mean Sea Level
in feet
Height
85
80
75
70
65
55
の​50
45L
RZK 7-21-10
Dec 2,1906
25,1909
Dec 3,1906
26,1909
|
I
|
Dec 4, 1906
27,1909
Dec.5.1906
28.1909
Dece
ecember
mb
14
Dec. 6, 1906| Dec 7,1906
29,1909
30,1909
K
190
1906
Plate 136.

Dec 8, 1906
31.1909
1st Day
2nd Day
3d Day
4th Day
5th Day
6th Day
7th Day
Isthmian Canal Commission-Third Division, Office of Chairman and Chief Engineer
Diagram showing two largest freshets at Gamboa
Years 1906 and 1909.

:
TORO
OCEAN
ATLANTIC
COLON LIGHT
LIGHT
--
REPUBLIC
CANAL
WIRELESS
POLE NO.
OF
#:
ZONE
mat
PANAMA
REPUBLIC OF
CANAL
CRIST
RIO
to
mens nuda «ran THG
AN
« AND CONTINE
···
CAR
PANAMA
OPRIETARIAN.. — §
ZONE
HOT
CHAGRES
5
உ
GATUN
Potra
GATUN
SANTA RITA
રામ
ATUN
UEBRANCHA
LAKE
TRINIQAD
Ahore Lagarto
Lion Hill
RIO
ESCOVAL
RIO
BOHIO
CHARES
FRIJOLES
FRIJOLES
SALUD
WEST
EAST
TABERNILL
BASES
SAN PABLO
TABERNILLA
QUTH BASE
GIGANTE
: Mamei
CHAGRES
RIÓ
SALVADOR
MATACHIN
GORGONA
BAS OBISPO
SEMAPHOR
LAS CASCADAS
BALBOA
EMPIRE
150
SULEBRA
IRON
GORDO
DANIELS
--
PEDRA MIGUEL
5:5
ZONE
PANAMA
CANAL
OF
REPUBLIC
LEGEND
Denotes Primary Triangulation Point
Denotes Secondary Triangulation Point
Denotes Direction Observed July 1, 1910
Denotes Direction not Observed July 1, 1910
RIO
MIRAFLORES
፡፡
GRANDE
ESPINOSA
MAP OF
COROZAL
ANCON
COBRA
2
Plate 137
REPUBLIC
CANAL
BALBUA
3
PANAMA
AND
OF
PANAMA
REPUBLIC
ZONE
OF
STAGE OF COMPLETENESS
ON JULY, 1, 1910
STATUTE MILES
*#*#
E!
OCE 'AN
PANAMA
I CAN « me so to
CANAL
ZONE
ISTHMIAN CANAL COMMISSION
Department of Construction and Engineering
THIRD DIVISION--OFFICE OF CHIEF ENGINEER
CULEBRA, CANAL ZONE
OF TRIANGULATION SYSTEM
SHOWING
X
CIFIC
C.M. Savill
O
d
JULY 20, 1910
Assistant Engineer in Charge.
R.Z.Kirkgatrick
Engineering Lib.
те

774
2651
Chief Quartermaster
Lt. Col. C. A. DEVOL
U.S. A
Subsistence Officer
Moj. EUGENE T. WILSON
U.S.A.
Examiner
Accounts
W. W. WARWICK
Department of Sanitation
Col. W.C.GORGAS
Asst. Surgeon General U.S.A
Member of Commission
Assistant Chief Engineer
Lt. Col. H. F. HODGES
Corps of Engineers U.S.A.
Member of Commission
Atlantic Division
Division Engineer
Purchasing Officer
Capt. F. C. BOGGS
U.S.A.
la Charge of Washington Office
Lt. Col. W L SIBERT
Corps of Engineers, U. S. A.
Member of Commission
General
Chairman
and
Chief Engineer.
ISTHMIAN CANALCOMMISSION
Col. GEO. W. GOETHALS
Corps of Engineers
U. S. A.
Central Division
Division Engineer
Department of Law
FRANK FEUILLE
Counsel & Chief Attorney
Department
Construction & Engineering
Col. GEO. W. GOETHALS
Chief Engineer
Lt. Col. D. D. GAILLARD
Corps of Engineers, U. S. A
Member of Commission
OF
of
ORGANIZATION CHART
Pacific Division
Division Engineer
S. B. WILLIAMSON
ISTHMIAN CANAL COMMISSION
CULEBRA.CZ,
AUGUST
1910
Plate 138
Department
of Civil Administration
MAURICE H.THATCHER
Member of Commission
Investigations
Canal Record
JOSEPH BUCKLIN BISHOP
Secretary of Commission
Disbursing
Officer
E J. WILLIAMS
Mechanical
&
Division
Assistant to the Chief Engineer
Civil Engineer
H. H. ROUSSEAU
U. S. N.
Member of Commission
Superintendent
A. L. ROBINSON
Assistant Engineer
C. M. SAVILLE
Engineering Lib.
те
774
1451

Assistant Chief Engineer
Lieut. Col H F. HODGES
U. S. A.
Member of Commission
C.O. Carlson, Secretary
I Clerk
Total 36 Men
-
Masonry & Lock Design
L.D. CORNISH
H.F. TUCKER
Designing Engineers
2 Asst. Engineers
2 Draftsmen
Lock Gates & Protective
Devices
H. GOLDMARK
Designing Engineer
3 Asst. Engineers
2 Draftsmen
Operating Machinery
EDWARD SCHILDHAUER
Elect. & Mech. Engineer
E.E, LEE Ass! El.& Mec. Eng.
3 Ass't. Engineers
6 Draftsmen
I Clerk
Movable Dams
T.B. MÖNNICHE
Designing Engineer
2 Ass't Engineers
2 Draftsmen
Spillways
E. C. SHERMAN
Designing Engineer
2 Draftsmen
I Messenger (Silver)
Assistant to the
Chief Engineer
Civil Eng. H, H. ROUSSEAU
U.S.N
Member of Commission
J.C. Parson's Secretary
Total 16 Men
Office Engineer
A. B. NICHOLS
Total 10 Men
Assistant Engineer
ARTHUR RAGGI
3 Draftsmen
2 Silver Men
2 Clerks
1 Messenger
(Silver)
Inspector of Shops
Maj. T. C. DICKSON
U.S.A.
Travelling Engineers
JAMES G. CRAIG
ARTHUR C. STONE
D. E. IRWIN
CHAIRMAN and CHIEF ENGINEER
Col. GEO. W. GOETHALS
U.S.A.
W Howard May
Secretary to the Chairman
Total 437 Men
Assistant Engineer
C. M. SAVILLE
Total 250 Men
Hydrographic and
Meteorological Field Work
38 Men
F. D. WILSON, Inspector.
2 Hydrographers
2 Meteorologists
33 Laborers
Meteorological Office Work
3 Men
H.G.CORNTHWAITE
Principal Meteorologist
(Acting)
2 Observers
Hydrographic Office Work
3 Men
H. F. FRENCH
Principal Hydrographer
I Hydroghapher
I computer
Computations and
Drafting
3 Men
MALCOLM ELLIOTT
Ass't. Engineer
2 Draftsmen
Clerical Section
6 Men
D. F. PYNE
Acting Chief Clerk
4 Clerks
1 Messenger
General Surveys
and Explorations
Field Work
R.R. WIGGINS
Ass't. Engineer
196 Men
General
Surveys
158 Men
2 Ass't. Engineers
2 Junior Engineers
7 Transitmen
5
Levelmen
6
Rodmen
1 General Foreman
I
Foreman
133 Laborers
Explorations
38 Men
I Transitman
I Level man
1
Rodman
1 General Foreman
1
Foreman
32 Laborers
I Water Boy
Organization as of August 1, 1910.
Chief Clerk
C.A. MEILVAINE
Asst. Chief Clerk
JOHN K. BAXTER
Total 37 Men
21 Clerks (Gold)
2 Clerks (Silver)
2 Photographers
Telegrapher
f
4 Messengers (Silver)
I Pressman
2 2
Motor Car Conductors
Trainmen (Silver)
A. D. FAURE
Chief Accountant
I Cost Accountant
Surveying Officer
H.S. FARISH
| Assistant
2 Inspectors
T. B. MISKIMON
H. W. HORNTHAL
Plate 139

Supt. of Club Houses
F. C. FREEMAN
5 Secretaries
6 Asst. Secretaries
| Clerk (Y.M.C.A. Funds)
6 Barbers(Y.M.C.A.Funds)
Silver Employees
44 On I.C.C. Payrolls
27 On Y.M.C.A Payrolls
MEN
CLERICAL FORCE
CHIEF CLERK
AE BRONK
ASST. CHIEF GUREK
W, J. DEAM
CHIEF TIME EEPER
H.A HAYWOOD
IN DIRECT CHARGE OF TIMEKEER
ING FORCE, OFFICE OF División ENGR.
CLERKS
MEN ON ROLLS
TOTAL CLERK S
TOTAL MIN ON BOLLA
CLERKS
MES ON ROLLA
CHASEED CONSTRUCTION CISTRICT
DISTRICT TIMEKEEPER
CLARKS
MEX ON COLLA
M.P PITTO
DSTRICT TIMEKEEPER
H. H. TWOMBLY
CLERKS
MEN ON ROLLA
EMPIRE CONSTRUCTION DISTRICT
DISTRICT TIMEKEEPER
EE HATES
CLERKS
MEN ON ROLLS
CLERKS
2.677
CULEBRA CONSTRUCTION DISTRICT
MEN
CLERKS
CLERKS
2.706
PEDRO MIGUEL CONSTRUCTION DISTRICT
DISTRICT TİMEKGEPEE
M.L.FRENCH
CHIEF ACCOUNTANT
WEL MCCOY
ASST. CHIEF ACCOUNTANT
PROPERTY CLERK
F.H STEPHENS
CLERKS
CHANCERSON
CLERKS GENERAL
PILE CLERK
F.S.STALEY
-VER MRN
3.030
VACANCIES
MISCEL
G
1,983
ANEOUS
STEAM SHOVEL ENGINEERS
STEAM SHOVEL CRANEMEN
STEAM SHOVEL PIREMEN
INSP OF BLASTING OPERATIONS
IN OP OF BLASTING WIREMEN
MATERIAL FOREMAN
SILVER MEN
VACANCIES
IC
42
2,746
STEAM SHOVEL ENGINEERS
STEAM SHOVEL CRANEMEN
STEAM SHOVEL FIREMEN
A
824
8
N
J
9
S
Tel
98 ---
ماه -
U
STEAM SHOVEL REPAIRS
SUPERINTENDENT
WH.BATES
ASST, SUPERINTENDENT
JH. MORIARTY
MEN
CRECTING SYOP
FOREMAN IN CHARGR
FITZ LEWIS
POREMEN
MACHINISTS
PIPE FITTERS
STEAM ENGINEERS
ELECTRIC CRANE OPERATORS
SWITCH ENGINEERS
SILVER MEM
MACHINE SH © ♬
FORNMAN IN CHARGE
S.G.SHEARER
MACHINISTS
DḤOP CHECKER
LINEMEN
SILVER MEN
BOILER SHOP
FOREMAN IN CHARGE
RALPH GARDINER
BOILERMAKERS
ELECTRIC CRANE OPERATORS
SILVER MEN
49
BLACKDMITH SHOP
FOREMAN IN CHARGE
WM. FOX
BLACKSMITHS
SILVER MEN
CARPENTERS
MACHINISTS
PLANING MILL
FOREMAN IN CHARGE
WPHISCOCK
MACHINISTS
BOILERMAKERS
SILVER MEN
NIGHT repar GANG
FOREMAN IN CHARGE
WH.NEEDHAM
POKEMEN
STEAM ENGINEERS
Silver MEN
MACHINISTS
SİLVER MEN
CUCARACHA REPAIR CAR
FOREMAN IN CHARGE
VOLANTI SAPHIR
MACHINISTS
67
SILYPE NABH
BAS OBISPO REPAIR CAR
FOREMAN IN CHARGE
GE CONN
DRAFTSMEN
BIYER MEN
26
cocmMOND
VACANC
MATERIAL INSPECTOR.
PIPE FITTERS
COPPERSMITHS
CARPENTBES
25
26
BLACKSMITHS
ASST. MATEBAL INSPECTOR
MATERIAL FOREMAN
DAVID VAN HOUTEN
-VER MAN
BOILERMAKERS
MACHINISTS
BILVER
MEN
5
INSPR OF STEAM SHOVEL REPNE PARTD
R.R ROBERTBON
427
S
102
-gan--
:
25
·
14.
ON
2
Un--
2
2
--2430
MEN
MUNICIPAL WORK
SUPERINTENDENT
DE. WRIGHT
TECHNICAL WORK
TRANSITMEN
LEVELMEN
TABERNILLA
FOREMAN IN CHARGE
T. THOMAS
FORCMEN
PUMPMEN
SILVER MEN
GORGONA
FOREMAN IN CHARGE
A.W.WALDRON
PUMPMEN
SILVER MEN
SILVER MEN
LAS CASCADAS
FOREMAN IN CHARGE
H.BROOKS
26
W.E.GRANT
FOREMEN
PUMPMEN
SILVER MEN
CULEBRA
125
EMPIRE
GENERAL FOREMAN IN CHARGE
4
PUMPMEN
SILVER MEN
FOREMAN IN CHARGE
W.P.CALLAGHER
PARAISO
92
SILVER MEN
VACANCIES
FOREMAN IN CHARGE
C.H.LOHMAN
33
FOREMEN
STEAM ENGINEER
SILVER MEN
62
471
53
¿
2
A
-N
2
MEN
ENGINEERING
RESIDENT ENGINEER
~S.ZINN
EMPIRE
JUNIOR ENGINEER
F. A POTTS
TRANSITMEN
LEVELMEN
RODMEN
SILVER MEN.
PARAISO
ASSISTANT ENGINEER
M.W. TENNY
TRANSITMEN
RODMEN
SILVER MEN
LAS CASCADAS
ASSISTANT ENGINEER
W.L. THOMPSON
JUNIOR ENGINEERD
TRANSITMEN
LEVELMEN
SILVER MEN
VACANCIES
JUNIOR ENGINEERS
TRANSITMIN
LEVELMEN
DRAFTAMEN
RODMEN
„AILVER MEN
FLAT, STEEL
FLAT, LIOGERWOOD
MOTÓR
PAY
LOCOMOTIVE CRANES
25 TON
100 TON
LOCOMOTIVES
DECAUVILLE, Todo CLABS
19 24, 260
93
15x22; OGO CLA69
12× 18 1 042 CL. 35
17 × 24 | 440 CLe
16½ x 23½, OGO CL/
20×26, 260CL.
+
PILE DRIVERS
MOON BE AM
BWING CIRCLE
MOTIVE POWER, ROLLING STOCK
AND CONSTRUCHON EQUIPMENT
CARS
BUCAUVILLE (INI
DUMP KING
(INDUSTRIAL)
DUMP, STEEL WESTERN*
DUMP STEEL"OLIVER"
DUMP, STEÈL® GOODWIN"
DUMP, WOODEN *INGOLDSBY'
DOWS UNLOADING
RIGHT
EPT
20
70 TON
STEAM SHOVELS
45 TON BUCYRUS
BUCYRUS
BUCYRUS
MODEL GO MARION
MODEL 91
95 TON
MARION
SPREADERS
JORDAN
MANN-MC CANN
TRACK SHIFTERS
UNLOADERA
25 TON LIOGERWOOD
GO TON LIDGERWOOD
67
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4.1.
NA7
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363
419
298
-CONTEN
-44
*-d--a6
2
25
--- G
5
18
* * =
2
14
32
12
U
25
MEN
HAGREB construction district
DUPREINTENDENT
J.W.ONEED
ASST SUPERINTENDENT
J.V. DONAHUE
1797
STEAM SHOVELS
TABERNILLA
GENL.FOREMAN IN CHARGE OF TRACKS
AND DUMPS
LEONARD MC.LEAN
STEAM ENGINEERS
DILVER MEN
FOREMEN
ş
SILVER MEN
FOREMEN
STEAM ENGINEERÓ
SILVER MEN
CAIMITO DUMPS
GENERAL FOREMAN IN CHARGE
J.S.CURRAN
FOREMEN
FOREMEN
MAMEI DUMPS
GENERAL FOREMAN IN CHACCE
R.W. HUTCHINGS
BILVER MEN
FOREMEN
STEAM ENGINEERS
DIVISION ENGINEER
LIEUT. COL.QQGAILLARD
CORPS OF ENGINEERS,U.S.A.
MEMBER OF ISTHMIAN CANAL COMMISSION
BILVER MEN
MEN
EAST MAMEI
GENERAL FOREMAN IN CHARGE
OF CONSTRUCTION
T.R.OWENS
BILVER MEN.
348
206
POINTS FIVE AND SIX
GENERAL FOREMAN IN CHARGE
OF CONSTRUCTION
JW.LORO
FOREMEN
93
ALLYER MAN
TI
GENERAL FOREMEN
POREMEN
STEAM ENGINEERS
Silver MEN
FOREMEN
205
POINT FOUR
GENERAL FOREMAN IN CHARGE
CT WATSON
GENERAL FOREMEN
POREMEN
4
عده
239
GORGONA DUMPS
GENERAL FOREMAN IN CHARGE
J.L. HOWARD
AL.
375
MATERIAL FOREMAN
JOGEPH BURKE
2
2
VACANCIES
2
PANAMA RAILROAD RELOCATION
GENERAL FOREMAN IN CHARGE
RANCE FERGUSON
SILVER MEN 467
5
I
2
19010
9,469
EMPIRE CONSTRUCTION DISTRICT
SUPERINTENDENT.
MEN
J.M. HAGAN
ASST. SUPERINTENDENT
C.R. GIBBON
2093
GENERAL POREMAN IN CHARGE
OF CONSTRUCTION
C.M SWINEHART
GENERAL FOREMEN
POREMEN
BLACKSMITHS
STRAM BHOVELA 21
BAS OBISPO
STEAM ENGINEERS
BLASTING WIREMEN
SILVER MEN
STING WIREMEN
SILVER MEN
BAS OBISPO
GEHL. FOREMAN IN CHARGE OF TRACKS
J.A.YAN HARDENVELO
GENERAL FOREMEN
FOREMEN
Yến Min
LAS CASCADAŞ
GENERAL POREMAN IN CHAREJ
OF CONSTRUCTION
J.W. CHENCY
GENERAL FOREMEN
FOREMEN
FOREMEN
SILVER MEN
LAO CASCADAS
GENERAL REIMAN IN CHARGE
OF TRACKB.
S, A.BRUCE.
GENERAL FOREMAN
POREMEN
242
LAS CASCA DAS
GENECAL FOREMAN IN CHARGE
OP TAROS AND TRACKS
MJ.CUMMINGS
SILVER MEN
FOREMEN
358
POREMEN
2.64
EMPIRE
GENERAL FOREMAN IN CHAR
OF CONSTRUCTION
A.6.LINOSAY
GENERAL FOREMEN
FOREMEN
STEAM ENGINEERS
BLASTING WIREMEN
Silver MAN
·ILURE MEN
OF TRACKS
J.P. BRYAN
534
VACANCIES
FOREMEN
BLASTING WIREMEN
SILVER MEN
ISTHMIAN CANAL COMMISSIONI
48
Central Division
ORGANIZATION AS OF AUGUST 1,1910
387
EMPIR &
GENERAL FOREMAN IN CHARGE
SILVER MEN
GENERAL Foreman in CHARGE
OF DRILLING
W. R. RIOOLE
BLACKSMITHS
FOREMEN
MATERIAL FOR EMAN
T. H. YOUNG
215
Buff
TUNIN
દ
492.
#t-
n-
13
NON-
4
4
१
CULEBRA CONSTRUCTION DISTRICT
SUPERIN TENDENT
JOSEPH LITTLE
ASST. SUPERINTENDENT
C.L MEALER
STEAM SHØYELS 25
MEN 2197
GENERAL POR MA
IN CHARGE OF CONSTRUCTION
LA. O'NEILL
GENERAL POREMEN
FOREMEN
BLASTING WIREMEN
STEAM ENGINEERS
SILVER MIR
GENERAL FOREMAN
IN CHARGE OF CONSTRUCTION
GENERAL FOREMEN
FOREMEN
BLASTING WIREMEN
SILVER MEN
ALEDWARDS
493
GENCEAL poreMAN
IN CHARGE OF CONSTRUCTION
WM.E. LOWE
GENERAL FOREMEN
FORAMEN
BLASTING WIREMEN
SILVER MAN
FOREMEN
GENERAL FOREMAN
IN CHARGE OF CONSTRUCTION
N. LEONARD
Czo
AILVER MEN
GENERAL FOREMEN,
FOREMEN
BLACKSMITHS
SILVER MEN
284
182
GENERAL FOREMAN
IN CHARGE OF CONSTRUCTION
A.B. CABEY
GENERAL FOREMEN
POREMEN
BLASTING WIREMEN
SILVER MAN
VACANCIES
389
ENECAL FOREMAN IN CHARGE
OF DRILLS AND OSTRICT SHOPS.
P.R. WOODMAN
POREMEN
DRILL RUNNER
SILVER MEN
34-3
2
295
MATERIAL FOREMAN
W. B. STEWART
FOREMAN OF NIght HoSTLERS |
FOREMAN
2
455
10
Engineering Lib.
те
774
.451

GENERAL SUPERINTENDENT OF CONSTRUCTION
MEN
MEN.
G. A GREENSLADE
PEDRO MIGUEL CONSTRUCTION DISTRICT
SUPERINTENDENT
W. T. REYNOLDS
ASST. BUPERINTENDENT
FL HUPP
721
STEAM SHOVELS
PEDRO MIGUEL
GENERAL FOREMAN IN CHARGE
OF CONSTRUCTION
DJ. MCCAULEY
FOREMEN
LYLE MEN
PEDRO MIGUEL
GENL. FOREMAN IN CHARGE OF TRACKS
JOSEPH PRATT
FLYER MEN
DUMAS
MIRAFLOREO
GENERAL POREMAN IN CHARGE
THOMAS O'BREIN
FOREMEN
STEAM ENGINEERS
FLYBR MEN
PL. HUFF
GENBRAL FOREMEN
POREMEN
STEAM ENGINEERS
171
PULVER MEN
FOREMEN
46
SILVER MEN.
BALBOA DUMPS
ASST. SUPERINTENDENT IN DIRECT CHARGE,
MATERIAL FOREMAN
G.C. FERE:S
VA, CANGIUS
8254
324
O
78
กุม
Z
NON
2
TRANSPORTATION
SUPERINTENDENT
A SESSIONG
ASST. BUPERINTENDENT
J.M.M.NEILL
CHIET DISPATCHER
G.W MORRELL
ASST CHIEF DISPATCHER
LH FARMER
LIDGERWOOD INSPECTOR
JONCILL
TABERNILLA YARD
GENERAL YARDMASTER
M.W.GILLIAMng
YARDMASTER
JOHN GRAHAM
FOREMAN CONDUCTORS
QUALIFIED ENGINEERS
UNQUALIFIED ENGINEERS
QUALIFIED CONDUCTORS
UN QUALIFIED CONDUCTORS
STEAM ENGINEERS
Silver MEN
SAN PABLO YARD
ACTING YARDMASTER
H.T. LANNING
QUALIFIED ENGINEERS
UNQUALIFIEO ENGINEERS.
QUALIFIED CONDUCTORS
UNQUALIFIED CONDUCTORS
SILVER MEN
GORGONA YARO
GENBE AL YARONASTER
W.RICE.
YARDMASTERS
H.C.WERTZ
BLREAD
SILVER MEN:
QUALIFIED ENGINEERS
UNQUALIRED ENGINEERS
QUALIFIED CONDUCTORS
UNQUALIFIED CONDUCTORS
$4
BAS C81SPO YARO
GENERAL YARDMASTER
D.F. METCALF
VALIFIED ENGINEERS
IQUALIFIED ENGINEERS
QUALIFIED CONDUCTORS
UNQUALIFIED CONDUCTO ES
STEAM ENGINEERS
TRAINMEN 11
SILVER MEN
AD
SILVER MEN
LAS CASCADAS YARD
GENERAL YARDMASTER
J.C BARNETT
FOREMAN CONDUCTORS
QUALIFIED ENGINEERS
QUALINED CONDUCTORS
TRAINMEN
TRAINMEN II
MALVER MEN
SoB
MOTORMAN
SILVER MEN
دار
EMPRE CUT
GENERAL TAROMASTER
RANDALL
YARDMASTER
FR.ROBERTS
QUALIFIED CONDUCTORS
UNQUALIFIED CONDUCTORS
EMPIRE YARD
FOREMAN CONDUCTOR.
QUALIFIED ENGINEER
WATCH MY AM
181
CON OVCTORS
77
CULEBRA CUT
GENERAL TAEDMASTLE
C.F. BRENNAN
YARDMASTERS
2. H. ALLISON
A.B.CONLIN
SILVER MEN
TRAINMEN
STEAM ENGNEERD
1301
J.W. FRANCIS
ALLVER MEN
12
PEDRO MIGUEL YARD
GENERAL YARDMASTER
H GIRDNER
FOREMAN CONDUCTORS.
QUALIFIED ENGINEERS
UNQUALIFIED ENGINEERS
QUALINED CONDUCTORS
UNQUALIMED CONDUCTORS
STEAM ENGINELES
TRAINMEN
TRAINMEN II
SILVER MEN 220
Galo
BALBOA YAR O
GENERAL YARDMASTER
POREMAN CONDUCTORS
ALIFIED ENGINEERS
QUALIFIED CONDUCTORS
UNQUALIFIED CONDUCTORS
STEAM ENGINECES
SILVER MEN
VACANCLES
YARDMASTERS
LOCOMOTIVE ENGINEERS
مت
то
NÓNU-5
8
AÑAZ
12
40425-
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1-ñ-Ga
Plate 140
Me
AIR AND WATER service
SUPERINTENDENT
6. 6. CONEY
BALBJA, TO BAS OBISPO
GENERAL FOREMAN IN CHARGE
OF CONSTRUCTION AND MAINTENANCE
W. FULLMAN
FOREMEN
STEAM ENGINEERS
SILVER
popul
137
GORGONA
FOREMAN IN CHARGE
W.T.HRINS
SILVER MEN
27
VACANCIts
STEAM ENGINEERS
SILVER MEN
198
91
→
3
2
BREAKWATER
1
I
2
3
- 39454
2
1
8
1
19
2
1
1
2
4
5
13
1
5
5
4
15
15
28
*
Ass't Engineer
SURVEYS
Junior Engineer
Transitmen
Levelmen
Rodman
Draftsman
Foreman
MINDI
Supervisor
Gen. Foremen
Foremen
Engineers, St. Shovel
Cranemen, -
St. Engineers, Pump
BREAKWATER
Supervisor
Gen. Foremen
Yardmaster
Foremen
Transitman
Levelman
MINDI
Rodman
Masters, Towboat
Mates
Marine Engineers
Steam
T
Coxswain, Launch
Engineers, St. Shover
Cranemen,.
Firemen,
Loco. Engineers
*
Conductors
Trainman
And 3138 Men
CHANNEL, COLON BREAKWATER
✓ TRANSPORTATION
1
16
1
1
1
1
2
1
I
9
31
14
4
10
"1
"I
24
22.
3
I
1
20
6
4
9
J
9
1
1
||
Resident Engineer
4
OFFICE FORCE
3322
Clerks
Foreman, Material
Inspector,
PORTO
BELLO
Asst. Engineer
Superintendent
Supervisors, Quarry
Moster Mechanic
Junior Engineer
Transitman
Levelman
Rodman
Draftsman
Yardmaster
Ass't.
Clerks
Timekeeper
Gen. Foremen
Foremen
n
•
St. Engineers
Firemen
Engineers, St.Shovel
Cranemen,
"
WATER TRANSPORTATION
I
"
Firemen,
Loco. Engineers
Trainmen
Hostlers
Wireman, Blasting
Lineman
Drill Runners
Foremen'
Checker
福​像
​"
Supervisor
Masters
Mates
Marine Engineers
Steam
DRY DOCK & MARINE SHOPS
Master Mechanic
Foremen
Draftsman
Steam Engineers
Loco.
Marine
Coxswains
1
#
CHANNEL, NOMBRE DE DIOS
TRANSPORTATION
I
"I
17
19
6
6
45
212
2
1
1
1
1
I
I
72
3
2362
Superintendent
Supervisor
DREDGING
Supervisor
Gen. Foreman
Foremen
Masters
Mates
Operators
Cranemen
Marine Engineers
Coxswains
Boilermaker
Machinists
Boiler Scalers
Chief Steward
NOMBRE DE DIOS
Supervisor
Levelman
Carpenter
Cook
Rodman
Foremen
Clerks
Loco. Engineers
Masters
Mates
Morine Engineers
Operators
CLERICAL
1
40
1
1
5
2
I
12
I
2
6
1
ATLANTIC
1
FORCE
Chief Clark
Ass't. Chief Clerk
1
Chief Property Clerk
File
Cost Accountant
Chief Timekeeper
Material Inspector
Clerks
And II Men
11
MUNICIPAL ENGINEERING
1
Superintendent
Clerk
Draftsman
Gen. Foremen
Transitmen
Levelman
Foremen
Filter Operator
And 417 Men
•
Reservoir Maintainers
Steam Engineers
Pipefitter
DIVISION
Division Engineer
Asst. Div. Engineer
DESIGNING
1
↓
6
1
1
8
≈ 2
32
53
3
TRANSPORTATION
Trainmaster
Yardmasters
Conductor Foremen
Conductors
FORCE
Office Engineer
2-4
Chief Draftsman
Draftsmen
MOTOR CAR
Motorman
Loco. Engineers
Trainmen
And 290 Men
GATUN MACHINE SHOPS
1
6
S
Master Mechanic
Gen. Foremen
Foremen
´Hostlers
Shop Checker
4 Steam Engineers
And 256 Men
Organization as of August 1, 1910.
The term "Men"includes "Hourly Gold"
and "Monthly and Hourly Silver men.
LINES & GRADES
Junior Engineers
Transitmen
Levelmen
Rodmen
ક્ષત્ર
4
2
1
2
~ -
POWER PLANT
1
1
5
6
1
1
3
2
12
25
9
1
PROPERTY
Gen. Foreman
Foremen
Clerk
14
7
7
7
Electrical Superintdt
Station Engineer,
Steam Engineers
Sw.Bd. Operators
Station Recorder
Machinist
Fireman
Gen. Foreman
Foremen
Wiremen
Linemen
Operators, Pump
EXCAVATION
Supervisor
Gen. Foreman
Foremen
LOCKS
Resident Engineer
Superintendent
St. Engineers, Loco. Crane
Engineers, St. Shovel
Cranemen, .
3
"
Gen. Foremen
Foremen
13
Steam Engineers
39 Engineers, Cableway
1
20
MIXER
1
19
1
5
Engineering Lib.
тс

25
39
22
3
MIXER
46
774
251
UNLOADING
4
24
HOUSE NO. 1
Gen. Foreman
Foremen
Yardmaster
Motormen
HOUSE NO.2
Gen. Foreman
Foremen
PLACING
Supervisors
Gen. Foremen
Foremen
Engineers, Cableway
St. Engineers, Loco Crane
,Derrick
Engineers,Trov.Crane
FORMS
Gen. Foremen
Foremen
And 2814 Men
1
2
2
1
1
1
2
12
21
15
FIELD OFFICE & SURVEYS
Clerk
Foraman
Junior Engineer
4
12
4
Transitmen
Levelmen
Rodman
Draftsman
DAM & SPILLWAY
Plate 141
[
1 Superintendent
HYDRAULIC FILL
Supervisor
Resident Engineer
Gen. Foremen
Foremen
Operators
Marine Engineers
Coxswain
Blacksmith
Machinist
Masters
Mates
Stewards
1
5
16
1
1
4
13
1
22
ENROCKMENTS
Supervisor
Gen. Foremen
Foremen
Operator, Telegraph
Steam Engineer
CONCRETE
Supervisor
Gen. Foremen
Foremen
Steam Engineers
Hostler
Engineers, St. Shovel
Cranemen
And 1609 Men
Frigineering Lib.
те
クワゲ
​451

1
PEDRO MIGUEL
LOCKS & DAM3
2
3
3
19
15
I
14
5
4
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12
12
6
2
Z
42
to
1476
の
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40
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40
5
157
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4
2
2
1
TRANSPORTATION
| TRAIN-MASTER
YARD-MASTERJ
10
FIRST District
DISTRICT
J
104
I RESIDENT ENGINEER
457
2731
GOLD MEN
SILVER
JUNIOR ENGINEER
TRANSITMEN
LEVELMEN
ROOMEN
SUPERINTENDENT
PIELO CLERK
GEN POREMEN
POREMEN
ENGINEERS (PORTERL)
SUPERVISOR
ENGINEERS - STEAM
ST SHOVEL
UNEMEN
CRANEMEN,
HOSTLERS, (NIGHT)
OPERATORS, (ELEC CRASC)
OILERS
MACHINISTS
BLACKSMITHS
CARPENTERS
IRON WORKERS
SILVER MEN
•
COCOLI SHOPS.
1 MASTER MECHANIC
4
FOREMEN
CLERK
LOCO. ENGINEERS
HOSTLERS (NIGHT)
CONDUCTORS
TRAINMEN
SILVER Men
BLACKSMITHS
BOILER-MAKERS
CARPENTERS
CAR-REPAIRERS
IRON WORKERS
MACHINISTS
PIPE-FITTER
SILVER MEN
MIRAFLORES
DRY EXCAVATION
1
2
2
1
4
zz
13
3
S
6
766
Z
}
9
|
S
}
40
Zo
CONCRETE
6
154
LOCKS & DAMS
I
4
ASST ENGINEER
JUNIOR ENGINEER
1
TRANSITMAN
LEVELMEN
RODMEN
SUPERINTENDENT
Field CLERK
GEN. FOREMEN
1
Z
3
FOREMEN
STEAM ENGINEERS
ENGINEERS, ST SHOVEL
CRANEMEN
CHANNELERS
Silver Men
TRANSITMAN
LEVELMAN
RODMEN
GEN. FOREMEN
FOREMEN
GEN FOREMAN (CRANCS)
OPERATORS
STEAM ENGINEERS
CARPENTERS
IRON WORKERS
MACHINISTS
MIRAFLORES CEMENT SHED
Silver Men
GENERAL
FOREMAN
OPERATORS (CRANE)
CEMENT TESTER
41
SILVER MEN
ROCK AND Sand Tracks
3
FOREMEN
33
Silver Men
ROCK EXC BELOW MIRAFLORES LOCK
I
SUPERVISOR
GEN FOREMEN
TRACK
DUMP
DREDGING
FIELD AND OFFICE
| ASST. ENGINEER
2
TRANSITMEN
LEVELMEN
z
4
ROOMEN
I
DRAFTSMAN
2
CLERKS
4 SILVER MEN
4
4
I SUPERINTENDENT
2
GEN FOREMEN
I
CLERK
4
DREDGE MASTERS
6
MATES
7 CLAPET MASTERS
7
MATES
2
3
12
14
8
9
2
2
}
1
6
422
SANO
•
·
SECOND DISTRICT
2
}
6
240
TUG MASTERS
MATES
I STEWARD
1
1 MASTER
I RESIDENT ENGINEER.
MASTERS
MATES
MARINE ENGRS, (DREDGE)
(CLAPET)
(TUGS)
(MISC)
1 MATE
2
4
3
1
ક
124
·
293
1338
·
OPERATORS (DIFFER DR.)
CRANEMEN
POREMAN, (Diver)
CARPENTER
OPERATOR (HOIST)
COXSWAIN
SILVER Men
,(ENGINEER)
SUB-AQUEOus Rock EXC.
GEN. FOREMEN
CABLE SPLICER
OILERS
SILVER MEN
MARINE ENGINEER
FOREMEN
OPERATORS (CRANE)
FOREMEN
ENGINEERS
BLACKSMITH
GOLD MEN
DRILL RUNNERS
SILVER MEM
SILVER
·
SHOPS AND SHIPWAYS
OFFICE
4
CLERKS
32 SILVER MEN'
MACHINE SHOPS
2
39
N
I
8
4
114
10
4
SHIPWAYS
3
2
1 MASTER MECHANIC
1
I
1
1
}
17
1
1
GEN: FOREMÈN
MACHINISTS
COPPERSMITHS
GEN.FOREMAN, ( BL-JM)
BLACKSMITHS
PIPE FITTERS
SILVER Men
Z
GEN. FOREMEN
IRON WORKERS
BOILER MAKERS
SHIP FITTERS
1
MACHINISTS
BLACKSMITH
PIPE FITTER
TIN SMITH
177 Silver MEN
YARD AND GENERAL
FOREMEN
3
Z LOCO. ENGINEERS
Z
HOIST
I
LOCO. CRANEMEN
I
RIGGER
GEN FOREMAN (SHIP-WR)
SHIPWRIGHTS
POREMAN, (PAINTER).
(MASON)
153 SILVER MEN
MACHINIST (FOREMAN)
HYDRAULIC ExcavaTION
1
I FIELD CLERK
}
SUPERVISOR
GEN. FOREMEN
FOREMEN
CHIEF ENGINEER
ASST.
L
12
12 PIPEMEN
64
OPERATORS
SILVER MEN
PACIFIC DIVISION
I DIVISION ENGINEER
1 ASST. DIVISION ENGINEER
GOLD MEN
SILVER
14
DRAFTING AND ENGINEERING
I CHIEF DRAFTSMAN
7
1
I
5
2
917 Gold Men
3012 SILVER
N
23
42
26
CLERICAL FORCE
}
DRAFTSMEN
·
JUNIOR ENGINEER
Silver MAN
CHIEF CLERK
ASST. CHIEF CLERK
STENOGRAPHER
FILE CLERK
SILVER MAN
ACCOUNTANT
CLERKS
CHIEF TIMEKEEPER
CLERKS
SILVER MAN
CHIEF PROPERTY CLERK
CLERKS
Checkers (CEMENT)
FOREMEN, (MATERIAL).
SILVER Men
CHAUFFEUR (MOTOR CAR)
SILVER MAN
ORGANIZATION AS OF AUG. I -1910
FIELD AND OFFICE
TRANSITMAN
LEVELMAN
RODMEN
COMPUTER (COSTS)
SILVER MEN
1
I
3
I
8
1
THIRO DISTRICT
MUNICIPAL WORK -
| ASSISTANT ENGINCER
39 Gold Men
425 SILVER
2 N
2
9
1
2
1
1
3
N
STEAM ENGINEERS
OPERATOR
ASST. OPERATOR
ENGINEERS (ROAD ROLLER)
૩ FOREMEN, (SAN. WORK)
(PANAMA IMP)
425
I
SUPERVIBOR
TIMEKEEPERS
ELECTRICAL DEPARTMÈNT.
FOREMEN
CUSTODIAN
I SUPERINTENDENT
39 GOLD MEN
69 SILVER
2
17
STATION ENGINEER
I
RECORDER
5 STEAM ENGINEERS
}
FIREMAN
I
MACHINIST
1
SW-BOARD OPERATOR (CH)
3
OPERATORS
I
1
2
SILVER MEN
10
4
6
વર
ASST. SW-BD.
SILVER MEN
GENERAL FOREMAN
FOREMAN
LINEMEN
WIREMEN
OPERATORs (Crane)
(SUB-STA)
SILVER MEN
1
2
ANCON
N
N
1
6
6
6
I
Plate 142
2
J
3 DRILL
TRACK
3 DUMP
I
I
FOURTH DISTRICT
QUARRY
422
SUPERINTENDENT
GOLD Men
SILVER
40
422
LEVELMAN
ROOMEN
FIELD CLERK
GEM. FOREMEN
POWDER
CRUSHER
MISC.
ENGINEER (NCIST)
LST SHOVEL)
CRANEMEN, ·
FIREMON
MACHINIST
BLACK SMITN
WIREMAN
SILVER MEN
Engineering Lib.
TC
774
251

THE CANAL RECORD
W. C. HASKINS
J.O. COLLINS
MISS. J.M. BEATTIE
Office Of
Secretary of Commission
JOSEPH BUCKLIN BISHOP
Secretary
42. Persons
M
1. C. C. BAND
Director
C.E. JENNINGS
Librarian
OLIVER KIMBALL
35 Bandsmen
ORGANIZATION AS OF AUGUST 1, 1910.
Plate 143
CLERKS
PAUL S. WILSON
1 Messenger
CD. While
Yard Condiciór
6 Man
A Edvall
Foreman
Car Machine &
Repair Shop
832 Man
Sizel Car
Repair Shop
213 Men
J. B. Brown
Foramon
Wood Car
Repair Shop
185 Men
Car Machine
Shop
19 Men
Hiram L Haynes
Louis Lewis
Elmer E Lord
William S Parks
Haller Smith
Included under General Foreman
Lenders of man under Shop Foreman
John Mc Conahy
William H. Wilmer
Leading Mon
"
Carl O.Simonson
Edwin Corliss
Leroy Smith
#J
#
"
I
L.U. Cole
Foremon
Carpenter Shop
33 Men
J.J. Eason
Sen'l Foreman
Car Dep't &
Foundry
923 Men
"
FB Ferebee
Foremon
Pattern Shop
B2 Men
isman direct
20
Boilermaker Spl.
"
D
"
W
"J
Machinist Spl.
"
A. Eason
Foreman
Planing Mill
62 Men
Car Repairer Spl.
D
•
Molder Spl.
·C.M. Boyle
Foremon
Foundry
173Man
W. W. Hurley
Chief
Car Inspector.
160 Men
Car Inspection
Balboa to
Frijoles indusins
20 Men
CS. Perry
Foremon
Night Gang
31 Men
F. G. Swanson
Accountant
8 Men
WG HUN
Pedro Miguel
Car Shop
89 Men
Wm. Taylor
Chief Cherk
H.C.Dew
Asst. Christ Clark
31 Men
J. W. Jones
Forsman Pipe
& Copper Shop
96 Men
H.C.Cunningham
Chief
Timekeeper
9 Men
C. D. Thompson
Utility Yard Gong
46 Man
C. Metzger
Foreman Moch
Shop & Tool Room
106 Men
Pedro Miguel
Engine House
153 Men
R.S Seewold
Foremon
J.J. Bartley
Genl Foreman
170 Man
Instrument
Repair Shop
6 Men
Balboa
Hostling Force
17 Men.
JW. Wright
Foreman
A.L. Robinson
Supt of Mechanical
Erecting Shop
Gong No.1
53 Men
Division
2237 Men
ATCorcoron
Gen Foremon
Loco Dept
697 Men
T.H. Jordan
Foremon Machine
& Crecting Shop
307 Man
Peter Frarow
Foreman
Erecting Shop
Shop
Gang No.2
34 Men
E B Connor
Gan'l Foreman
140 Men
Las Cascadas
Engine House
84 Man
H.J. Betterley
Millwright Gang
28 Men
R. Bailey
Gamboo
Engine House
55 Men
G.H. Cook
Air Brake
Gong
19 Men
UH Flynn
Mechanical
Engineer
27 Mon
Q. A. Hall
Testing Engineer
I Man
O.A. Sondberg
Power Plant
12 Men
c. E Whipple
Chief Draftsman
13 Men
DE. Holl
Foremon
52 Men
Tabornilla
Engine House
46 Man
R. R. Robinson
Foreman
Shipping Gang
16 Man
San Pablo &
Comito
Engine House
6 Man
H&Hollmore
Foreman
Boiler Shop
216 Men
Engineering Lib.
те
774
251

JC. Smith
Foreman
Baboo Power
Plant
31 Man
Balbos Electric
Light & Air
Compressor
Plant
14 Man
OH. Kunce
Fortmon
Blocksmith
Shop
72 Men
Balboa Ancon
& Corozal
Wiring Gang
17 Men
AC Everist
Foreman
Paint Shop
26 Man
H. Rowe
&
Supt Electric
Light
Air Comp. Plans
189 Men
WL Fay
Foreman House
Kiring
Gorgono "to
Miraflores
63 Men
Rio Grande
Air Compressor
Plant
7 Man
J. A. Martin
Foreman
Cristobal & Cater
Wiring Gang
24 Man
Empire
Air Compressor
& Boiler Plant
12 Man
Wd Kimberly
Special Strom
Engineer
66 Man
Las Cascados
Air Compressor
Plant
7 Men
Plate 144
MECHANICAL
PL Sheridan
Foremon
Mason
16 Men
DIVISION
ORGANIZATION AS OF AUGUST 1, 1910.
Repair Gang
Outside Air
Mains
22 Men
*****.
GATUN STOREHOUSE:
Charles R.Bryon
Storekeeper.
S
7 Men
52
11
Gold
Silver
Las CascadAS-BAS OBISPO -
DISTRICT
J.M. King.
District Quartermaster
3 Men Gold
164.. Silver
GORGONASTOREHOUSE
C.L.Prentiss.
Storekeeper.
15 Men
PORTO BELLO DISTRICT-
C.D.Morgan
District Quartermaster.
3 Men
Gold.
Silver
68 ..
111
4
Gold
Silver
EMPIRE DISTRICT:
W.G.Roso.
District Quartermaster
6. Men Gold
184. Silver
**
..
CRISTOBAL DISTRICT-
Roy R.Watson.
District Quartermaster
12 Men
234
General Office
C.H. Mann. Chief Clerk
27 Men Gold
3
Silver
SUPERVISOR of EXPLOSIVES-TC. Allerbury
C.C.McColley
INSPECTOR
VETERINARIAN
AssT
MJ. Dunn.
J.R Brown.
CULEBRA
Gold
Silver
C.A.DEVOL
Chief Quartermaster
R.E. WOOD.
Asst: Chief Quartermaster
263 Men
2955
Gold.
Silver
CULEBRA.
GATUN DISTRICT.
R.M.Gamble,
District Quartermaster.
10 Men
Gold
Silver
246
CULEBRA DISTRICT-
M.F.Sedwick.
District Quartermaster
8 Men Gold
176- Silver
EMPIRESTORENOUSÉ—
LIRIO MILL
FW. Miracle
Storekeeper
30 Men
119
Gold
Silver
TABERNILLA-SAN PABLO
DISTRICT.
J.M.K.Humphrey.
District Quartermaster
Gold
Silver
2 Men
128.
·PEDRO MIGUEL- PARAISO·
DISTRICT
J.T.Smith
District Quartermaster
6 Men Gold
171.
Silver
MIRAFLORES STOREHOUSE-
Robert Wuerg.
Storekeeper
Ką
Engineering Lib.
те
774
451

2. Men
40
Gold.
Silver
GORGONA DISTRICT
-R.C.Shady.
District Quartermaster
7. Men
Gold
Silver
179
-Corozal-MiraflorES.-
DISTRICT
A.R Bennett.
District Qvartermaster
3 Men Gold
109 Silver
-BALBOA- STOREHOUSE-
R.K.Morris
Storekeeper.
4. Men
28.
ANCON
Gold
Silver
BALBOA.-
DISTRICT-
B.C. Poole
District Quartermaster
14. Men Gold
282. Silver
CONSTRUCTING QUARTERMASTER
1.
Plate 145
W.D. Smith:
CULEBRA
3 Men
TRAVELING PAINTERS.
3. Men Gold
30 Silver
Gold.
Silver
TRAVELING CARPENTERS
4 Men Gold
70. Silver
Engineering Lib.
те
777 6
215/

HOTEL TIVOLI
Manager
Peter F. Guyer
Office Force
Hotel Force
Total
6 Men
72
78
•
76 Men.
SUBSISTENCE DISTRICTS IN
CHARGE OF CHIEF STEWARDS
Cristobal
Gatun
Tabernilla
San Pablo
Gorgona
Bas Obispo
Las Cascadas
Empire
Culebra
Paraiso
Pedro Miguel
Miraflores
Corozal
Ancon
Balboa
Porto Bello
Nombre de Dios
Toro Point
Total
113
22
22
59
20
16
39
32
17
37
15
26
16
24
38
&
16
596
λ
0
+
+
A
2
"
-
"
"
"
的
​H
Organization as of June 30, 1910
SUBSISTENCE OFFICER
MAJOR EUGENE T. WILSON U.S.A.
ASST SUBSISTENCE OFFICER
LIEUT FRANK O.WHITLOCK U.S.A.
Subsistence Dept.-
700 Men.
Commissary Dept.
998
Total.____ 1698
Chief Clerk-_ _ _ _ _W.F. SHIPLEY
Office Force
Gold. Silver
Subsistence Dept. 18 Men 7 Men
Commissary Dept. 62 "/
Total
80
18
-
- -
"
"
"
"
Retail Department
Inspector
Frank Floyd
#
Asst Inspector
382 Men.
Th
Retail Stores in charge of
Storekeepers
Cristobal Retail Store 54 Men.
Cristobal Shoe
Retail
3
48
Gatun
Tabernilla
San Pablo
10
8
34
&
Gorgona
BasObispo
18
45
31
7
19
15
"
"
"
"
Las Cascadas .
Empire
Culebra
Rio Grande
Paraiso
Pedro Miguel
Corozal
Balboo
Ancon Meat Market
Porto Bello Retail Store 12
Monte Lirio
3
Bohio Ridge
Camp Totten
Frijoles
Toro Point
..
#
"
Total
-
Miraflores
Nombre de Dios
Total
BY
-
n
A
P
M A
"
Yacant.
" 37
N
~
H
"
"
Cigar Stands
3
چے
"
•
M
*
G
P
6 ·
1
PA
·
"
380 "
1 Man
2 Men.
PANAMA R. R.
COMMISSARY DEPARTMENT
Chief Clerk W.F.Shipley
Office. 73 Men.
Power Plant
Chief Engineer
Vacant
96 Men
Vacant
Ice Plant
Chief Engineer
19 Men.
Bakery
Manufacturing Plants.
Superintendent
S.M.White.
407 Men.
Office.
9 Men.
Wagon Men 14
Manager
JOHN BURKE
997 Men
Head Baker
William Brugge
52 Men
Laundry
Superintendent
HS Newcomb
152 Men
•
Coffee Plant
Coffee Roaster
John T Goretzke.
1 Man
Ice Cream Plant
Ice Cream Maker
JN. Ratteree.
8 Men.
Raw Material Store
Storekeeper
H.A.Sivell
39 Men
Line Transportation
Foreman
Joe Curtis
Il Men
Plate 146
Wholesale Department
General Storekeeper.
Bror Eklundh,
55 Men
Wholesale Stores
Warehouse
Dry Goods
Grocery
Hardware
22 Men
7
୫
5
Boots and Shoes
Stationery Furniture 4
Total 50
72 Men
Womens Dry Goods Store
5 Men
Cold Storage Plant
Storekeeper
CB Austin.
Panama Purchasing
Agency
Local Buyer
J.H. Keefe
2 Men.
TREASURY OF THE CANAL ZONE
Treasurer
EDGAR P. BECK
Assistant Treasurer
E. H. ASH
2 Clerks
COUNSEL, CHIEF ATTORNEY
and
PROSECUTING ATTORNEY
Counsel and Chief Attorney
FRANK FEUILLE
Prosecuting Attorney
WEK. JACKSON, Jr.
I Asst Prosecuting Attorney
2 Clerks
| Messenger
DISTRICT JUDGES
Senior District Judge
M.C.RERDELL
I Clerk
ANCON
District Judge
S. E. BLACKBURN
I Clerk
EMPIRE
District Judge
E. S. GARRISON
I Clerk
GORGONA
District Judge
J. B. MARCH
I Clerk
CRISTOBAL
District Judge
THOS. E. BROWN,
I Clerk
Organization as of August 1, 1910.
SUPREME
AND
SUPREME COURT
Chief Justice
H.A.GUDGER
Associate Justice
LORIN C. COLLINS
Associate Justice
WESLEY M. OWEN
Clerk of Court :
WALTER EMERY
CIRCUIT COURTS
FIRST CIRCUIT.
DEPARTMENT OF CIVIL ADMINISTRATION
Head of Department
MAURICE H. THATCHER
MEMBER OF COMMISSION.
Chief Clerk,
Asst Chief Clerk
I Storekeeper. 17 Clerks. Translator
2 Messengers
JUDICIAL CIRCUITS
Judge
H. A. GUDGER
Clerk of Court
WALTER EMERY
/ Translator
I Messenger
SECOND CIRCUIT
Judge
WESLEY MOWEN
Clerk of Court
ELBERT M. GOOLSBY
/ Translator
I Messenger
THIRD CIRCUIT
Judge
LORIN C. COLLINS
LIN
Clerk of Court
NELSON R.JOHNSON
I Clerk.
GEO. A. NINAS
CHAS. L. LUEDTKE
I
M
DIVISION OF POLICE & PRISONS
Chief, J.P. FYFFE
Asst Chief - C.W.BARBER
Inspectors
2
4 Lieutenants
8 Sergeants
20 Corporals
116 First Class Policemen
III Policemen
5 Clerks
ANCON DISTRICT
Ancon, Corozal,
Balboa, Miraflores,
Las Sabanas,
Pedro Miguel
EMPIRE DISTRICT
Empire, Cucaracha
Paraiso, Culebra
Las Cascadas
GORGONA DISTRICT
Gorgona, Bas Obispo
Matachin, San Pablo
Tabernilla, Frijoles
CRISTOBAL DISTRICT
Cristobal, Bohio
Gatun, Mt. Hope
Porto Bello
ZONE PENITENTIARY
CULEBRA
Coroner of Zone,
Marshall of Supreme
and Circuit Courts.
Warden Zone Penitentiary:
J.P. FYFFE
DIVISION OF POSTS,
CUSTOMS AND REVENUES.
Head of Division
TOM M. COOKE.
Deputy Collector & District
Tax Collector, Cristobal
JOHN L. STORLA
Deputy Collector & District
Tax Collector. Ancon
ARTHUR MEGOWN
Office Force & Clerk's, Massenger
Customs
Ancon
3 Men
Lands &
Buildings
Administrative
Districts.
Ancon
Empire
Gorgona
Cristobal
2 Dist. Tox
Collectors
3 Deputy Dist.
Tax Collectors
4 ClerkS
Customs
Cristobal
2 Men
| Messenger
|Administration
of Estates
Director of
Posts.
IBPostmasters
6 ASST.
"
29 Postal Clerks
3 Clerks
23 Messengers,
Clerk's and
Railway Mail
Clerk's
POST OFFICES
Ancon
Bas Obispo
Balboa
Matachin
Corozal
Gorgona
Miraflores Tabernilla
Pedro Miguel San Pablo
Paraiso Bohio
Gatun
Cristobal
Las Cascadas Porto Bello
Culebra
Empire
Engineering Lib.
те

774
451
DIVISION OF FIRE PROTECTION
Fire Chief
C. E. WEIDMAN
Asst. Chief
C.F. KOERNER
I Clerk
I Engineer
1 Electrician 7 Captains
7 Lieutenants 4 Firemen
/ Lineman
I Messenger
STATIONS
Ancon #2
Ancon #3
Balboa
Paraiso
Culebra
Empire
Las Cascadas
Gorgona
Gatun
Cristobal
Tabernilla
Mount Hope
Corozal
Pedro Miguel
Porto Bello
VOLUNTEER COMPANIES
Balboa
Ancon
Corozal
Miraflores
Pedro Miguei
Paraiso
Culebra
Empire
Las Cascadas
Gas Obispo
Matachin
Gorgona
San Pablo
Tabernilla
Gatun
Porto Bello
DIVISION OF PUBLIC WORKS
ANCON
Superintendent
GEORGE H. RUGGLES
5 Clerks
I Meter Inspector
Zone
Plumbing
Inspection,
Preparation of
Private Water Bil
for Collection
1/3 Time of
Inspector
Panama.
Plumbing
Inspection,
Water, Sewers
and Paving.
Maintaining
Operation &
Collections.
i Inspector
I Foreman
16 Men
CRISTOBAL
Asst. Supt.
J.J. REIDY
I Clerk
Colon.
Plumbing
Inspection,
Water Sewers
and Paving.
Maintaining,
Operation &
Collections.
I inspector
I Foreman
21 Men
I Messenger
&
Market Inspector
MARKETS & SLAUGHTER HOUSES
MARKETS
SLAUGHTER
HOUSES
Empire
Pedro Miguel
Paraiso
Culebra
Empire
Las Cascadas Gorgona
Gorgona
Tabernilla
Cristobal
Inspector
4 Foremen
Plate 147
DIVISION OF SCHOOLS
School Superintendent
FRANK A. GAUSE
2 Supervisors
I Principal High School
3 Principal Grade School
54 Teachers
i Children's Supervisor
I Clerk
I Messenger
SCHOOLS
WHITE
Ancon
Pedro Miguel
Paraiso
Culebra
Empire
Las Cascadas
Gorgona
Gatun
Cristobal
Colon Beach
Corozal
Tabernilla
BLACK
Balbca
Paraiso
Culebra
Empire
Matachin
Cruces
Gorgona
San Pablo
Tabernilla
Bohio
Mount Hope
Cristobal
Pieya de Flor
Los Cascados
Gatun
Engineering Lib.
те
774
451
Quarantine
Bocas del Toro.
Dr. PAUL
OSTERHOUT
Total 1
Porto Bello
Cristobal
Gatun
Bohio
Tabernilla
San Pablo
Line
Divisions
Gorgona
Bas Obispo
Las Cascadas
Health Officer
Colon & Cristobal
Dr. M.E. CONNOR
Clerks.
3 Total
Inspectors,
Other Employees 148] 158
Empire
Culebra
Paraiso
Pedro Miguel
Miraflores
Corozal
Tivoli
MEDICAL
Stations
Balboa
Nombre de Dios
Toro Point
Total
Employees
Gold Silver Total
2
5
7
4 9
12 26
5
14
2 3
2
2
७
3
5
7
7
2
3
2
2
2
2
2
2
6
4 6
3
5
5
5
8
5 10
13
10 17
4
6
3
3
3
2
2
2
Colon
Quarantine Officer
Dr. C.C. PIERCE
Asst. & Employees 15
Total 16
3
لیا
5
"
6
5
5
4
4
4
5
Chief Quarantine Officer
Surgeon J. C. PERRY
U.S. P.H. & M. H.S.
I Clerk
72 84156
Palo Seco
Panama
Quarantine Officer
Dr. F. GRUVER
Other Employees 20
Total. 21
SERVICE
Gold Man
Silver Men
Total 14
9 Chaplains
13
Hospital Car
2
8
Gold Men
Silver Men
Total 10
Launch
Gold Mem
Silver Men
Total 7
Nh
2
5
Dentists 2
J

Health Officer - Panama
Surgeon J. C. PERRY
U.S. A H. & M. H.S.
Assistant Health Officer
Clerks
3
Inspectors
6
Other Employees 53)
Total
63
Chief Sanitary Officer
Col W. C. GORGAS
Asst.C.S.O.-Lieut. Col. JOHN L.PHILLIPS
General Inspector, Major RE.NOBLE
Chief Clerk. H.E.BOYAY
18 Clerks, 4 Messengers
Total-26 Men Grand Total 1630
Chief
Sanitary Inspector
·J. A. LE PRINCE
Assistant
Dr. H. CANFIELD
I Clerk
3.
Special Inspectors
Organization as of August 1, 1910
Divisions
San Pablo
Porto Bello
Gatun
P.R.R. Relocation
Bohio
Tabarnilla
Gorgona
Matachin
Bas Obispo
Las Cascadas
Empire
Culebra
Paraiso
Pedro Miguel
Miraflores
Corozal
Ancon
Balboa
Ancon Hospital
Superintendent
Lieut. Col. CHAS. F. MASON
Physicians
31
Clerks & Nurses 118
Other Employees 460
Total' 610
Total
Chief of Board of
Health Laboratory
Dr.SAMUELT. DARLING
Staff
13
Other Employees 4
Total 18
Employees
Gold Silver Total
/
5
5 13
1
1 24
/
2
/ 13
/
/
2
13
9
2 9
14
2
14
1 15
1
12
/
7
17
/
/ 12
1 15
20
SANITARY
61.C.C.Camp Native Village
Colored
23 White Quar: Bach. Quar: White Camp Colored Camp Married Qu? New Gotun Spillway
27 28 Mitchellville Habich veles
Colon Hospital
Superintendent
Surgeon W H. BELL
Physicians
12
Clerks & Nurses 49
Other Employees 139
Total 201
INSANE
ASYLUM
|||||||
16 Santa Rosa Tivoli
12 Native Village Oil Comp
26 255 281
Store House
Keeper
J. J. MORAN
Clerks
3
Other Employees 6
Total, 10
Plate 148
Mamei
Santo Tomas Hospital
Superintendent
SERVICE
Dr. P. de OBARRIO
Physicians
Nurses
Lob.
European Comp W. Indian Camp || San Miguel
Spanish Camp
\I.C.C. Quar- East Balboa
Total, 6
25 I.C.C. Quars Lion Hill Frijoles
14 Amer. Quar Lab. Old Camp Lab. New Camp W. Lab. Camp Native Town
Native Village
14I.C.C, Camps
Caimito
Mulato
14 Am. Camp Am. Camp 2 Native Town
8 Native Town
Hato
Bas Matachin Jamaica Town
10 Russian Camp Chagres-Palmetto Haut Obispo I.C.C. Camp Santa Cruz Gamboa
11 Martinique Camp Native Town White House Amer, Quar? | Italian Camp Buena Vista
Cunette Camacho Dam Empire Hill Cerro
Lirio
Iron Hill Rio Grande Powder Ho. Enterprise
Cow Pens Santa Cruz Banana Walk
16
Sabanas
Old Empire Golden Green
New Culebra
16
Gold Hill
16 White Quar: Laborers Quan Cucaracha Native Town Cartagenita
18 Amer. Quar: Native Settl 40 Mile Camp Tank Camp
21
13
23
Taboga
Sanitarium
Gold Roll 4
Silver Men 16
Total 20
Settlement
Near Dam
Engineering Lib.
те
774
2651

DISBURSING DEPARTMENT
EDWARD J. WILLIAMS
Disbursing Officer
Wm: M. WOOD
Asst. Disbursing Officer
And 34 Men
PAY DIVISION
J.P. WALDROP
Cashier
And 10 Men, Including
3 Chinese Money Counters
SUBSTATION ANCON
Paymaster
And 1 Man
Plate 149
MISCELLANEOUS
DIVISION
Asst. Disbursing Officer
19 Men
SUBSTATION CRISTOBAL
Paymaster
And 1 Man
ORGANIZATION AS OF AUGUST 1, 1910
1
GENERAL ACCOUNTS
J. H. MCLEAN
15 Clerks
Audit
Bills
Coupon
Books
Book
and
Meal Keeping
Tickets
VOUCHERS
PERRY BROWN
7 Clerks
Adminis- Panama
trative R.R.Accts
Audit Receivable
GENERAL INSPECTION
H. PEARSON
3 Traveling Inspectors
EXAMINER OF ACCOUNTS
W.W.WARWICK
121 Employees
U.L.UPSON Secretary
2 Clerks
ASST. EXAMINER OF ACCOUNTS
THOS. L. CLEAR
Stenographer
5 Messengers
TIME INSPECTION
E.R SINE
45 Time Inspectors
2 Boatmen
1st Dist. 2 Dist. 3rd Dist. 4th Dist.
9
7
10
Men Men
11
Men
Men
5th Dist.
8
Men
FILES AND BONDS
E.B. HARTLEY
2 Clerks
Organization as of Aug.1,1910.
Engineering Lib.
те
PAY ROLLS
R.W. GLAW
17 Clerks
Contract Personnel
Laborers
Account
File
774
451

CANAL ZONE ACCOUNTS
S. S. SIMPSON
R. W. DAVIES
6 Clerks
Revenues
Postal
Accounts
Claims
Plate 150
INJURY CLAIMS
J. H. HELMER
2 Assistants
2 Clerks
Secretary Br
Assistant to
Vice President
TH ROSSBOTCOM
8 Men
Treasurer
S DEMING
3 Men
Storekeeper.
ELHubbard.
102Men
CHF. CIK --BJ. Dawson.
Office: 14 Men.
Gerl Foreman
H.J. Blair
86Men.
Store Foreman.
GR Hiller.
22 Men
Track Mail Ya Frmh
T.M. Greatwood
22 Men
Lumber Yornia
H.Jelleret
27Men.
Fitting Room
Foreman 6Men.
Electrical Dept.
Men
Warehouse.
iForeman
/Man
Hardware Dept.
Foreman. Mon.
Gen Counsel
R.R. ROGERS
Cashier
R.H.Wardlaw.
Il Men
Cht Clk --DAAlføro
Office- 4 Men.
Paymaster
GE.Mohr.
1 Man.
Teller.
BM.Fennell.
I Man.
Ass's Cashier.
FGrunewald
/Man.
R.&F.A.&PC Balboa
J.St.C.Hunt.
Gen P- Officer
FC BOGGS
Comm. Pur Off
W.L SIMPSON
18 Men
59/ Men
Chief Clerk. H.SWilson
Office: 24Men.
Wharf Supt.
TH.Clark.
Wharfinger
J.B.Schuber
3 Foremen
548 Men.
Tug Bolivar."
13 Men.
Superintending
Engineer
ROLAND ALLWORK
253 Men
MgrAtlantic Dir..
C.J.Geddes.
In charge Maint & Opera
22 Men.
Inspectors
Linamen
Il Man
Operators
10Men
/ Timekeeper
Migc Central Div
| Incharge Maint&Opŕn
38 Men.
Inspectors.
Linemen.
20 Men
Operators.
17Men.
ITimekeeper.
ElecSignal Maintainer.
FARutherford.
VICE PRESIDENT
E.A. DRAKE
832 Men
Shop Electrician.
C.H Carter.
Man.
Terminal Sup
H.I. BAWDEN
336 Men
Ass! Ter. Sup?
G. E. HOFFMAN
158 Men
Supt. Tel. & Tel.
A.B.Kratz
224 Man
CHF CIKS.C Potts.
Office: 3 Men.
Mgr.Pacific Div.
O.E.Granberry
In charge Maint' &Õparh
16 Men
Inspectors
Linemen.
4 Men.
Operators
Il Men
Timekeeper
Electrician---Balboa
R.E
Degnan.
In charge of Electric
Cranes & Lighting.
27 Men.
Machinists
Wiremen
Oilers.
5 Men.
Crane Operators
22Men.
Electrician-Cristobal
J.A.Hess.
In charge of Electric
Light & Power.
Cristobal & Colon
Elec.Light Wiremen
6 Men
Òrganization as of June 30, 1910
Freight Agent
A E PATTERSON
18 Men
Passenger Ag
C. C. VAN RIPER
2 Men
Supervisor.
CL.Bleakley.
In charge of Constrictn
Foreman FQ Morgan
94 Men
/Foreman
2 Inspectors
I Cable Splicer
Foreman Gang No.1.
GFHill
27 Men.
Foreman Gang No. 2
Wm. Bernard
21 Men.
Fimin, Gang 3.
H.Service.
15 Men
Frmn,Gang"4.
U.McCarthy.
23 Men
Wire Chief
R.T.Davenport
In charge of Main't.
of Main Line.
7 Men
Line Foreman
JAHennessey.
6 Men.
Claim Agent
J.H. MILLER
3 Men
Master of Transportn.
A.K.Stone
385 Men.
Chif Cik-HLGifford
Office 8 Men
Gen'l Yardmaster
Cristobal Colon.
H.Baxter
56 Men.
Yardmaster
SW.Heald
33 Men.
Yardmaster
C.C.Miller
21 Men
Gen'l Yardmaster.
Panama
JH. Luther
25 Men
Yardmaster.
WH. Bain
24Men
1st Trick Dispatcher
C.W Northrop
2nd Trk Despr
LB Maggard
3rd Trk Despr
LFOrr
21 Conductors
21 Loco Engineers
21 Collectors
4 Baggagemen
52 Brøkemen
23 Flagmen
Station Agents
14 Agents.
I Relief Agent.
133 Man.
Special Agent
MD. ALONSO
R&F.A.& P.C:-Colon.
R.W.Bergin.
902 Men.
Chf Cik-J.C.Angel.
Office: 15 Men.
Auditor
JOHN ADAMS
20 Men
Supt of Stevedoring
B.A.Kallish
835Men.
1 Foreman, 153 Men
A
/
/
"
333
.234 N
Local Freight.
Clerk in Charge.
J.C.Warren
20Men.
Pasgr Boge & Exp.
Station Agent
P.Heald
10 Men
Asst. R.&F.A. & P.C.
P.E.Cruchley
Office force: 5 Men
17 Men
Pilot
J Constantine
Tug "Phoenix"
/Cup!.
10Men.
Inspection Dept.
4 Men.
PANAMA R. R.CO.
BOARD OF DIRECTORS.
D. DU B. GAILLARD.
G.W.GOETHALS.
H.F. HODGES.
R. R.ROGERS.
H.H.ROUSSEAU.
W.L.SIBERT.
F. C. BOGGS.
C.A.DEVOL.
E.A.DRAKE.
M.T.ENDICOTT
O.F.ERNST.
C.R.E DWARDS.
``````
PRESIDENT.
COL. GEO.W.GOETHALS.
CULEBRA, C.Z.
GENERAL SUPERINTENDENT.
E.T. WILSON.
J.A.SMITH.
6555--Men.
Chief Clerk-R.L.Mock.
Asst. Chf Clerk -----RE Beverley.
Office Force--17 Men.
ここ​こここ
​Supervisor
C.G.Jones.
611 Men
Foreman 35Men.
26
33 #
11 N
56 #
"/
N
50
"1
85 "
21 "!
38
50
4
#
19 K
3/ "
22
"
54"
我
​Supt of Const'n.
M.B Connolly
Supervisor
V.Miller.
590Men.
¡Foreman 37 Men
#
10
35
56
28
1990Men.
ان
"
2
Land Dept.
Land Clark
A. A.Greenman.
#
23
35
N
49 #
88
75
28
#
WAS
2-Men.
14
18
37 1
Supervisor
R.M.Elder
547Men
77
Engr. of Const'n.
H.PWarren.
1 Foreman 38Men.
"
"
2/89 Men.
"
#
33
30
12
40
15
26.
22 #1
35"
28"
47 #
37 #
7 к
45 11
34"
24 n
57
Supervisor.
HCWilson.
219Men..
Foreman. 41Men
58 A
"
39 #
35 H
96
18
Gravel Pit Foreman
F. Herman
23Men.
Chief Engmeer.
F.Mears.
3285 Men.
Chi Cik CW. Lee.
Office 18 Men.
Supt. B.B&W.S.
J. A.Purdum.
158 Men.
/Foreman 2/Men
"
A
32
24
34
16
#
25 N
Junior Engineer.
PH Underhill
7 Men.
Jr. Engr
J.H.Weller
9 Men
Jr Engr
LK Needham
змел
Jr. Engr
E B Karnopp
9 Men
Relocation
EC-4 Gang
4 Man
--
-
Engir of Maint
E.Zook.
Master Carptt.
J. Q. Tysinger.
276 Men.
/
Gen.Foreman
W.F.Cappers.
115 Men
Foremen 15Hon
ގ
10
#
60
20
864 Men.
(Foreman 36Mer
//
17 #
52 N
38
2
Supervisor
PJ Fahey
169 Men.
¡Foreman SAMen
N
18
29
25
14
20
22
Signal Foreman
A.Arthur
23 Men
Material Clerk
PCMcCormick
Supervisor.
A.H.Stewart
264 Men.
Gen Foreman.
JA.Moore
145 Men
Foreman 28 Men.
37.
38 #
*
16 #
21
I
foreman
17Mer
92
3/
15
18
Supervisor.
W.E.McCann
12! Man.
iForeman 34Men
35
#
10
10 A
10 N
16 "
Insimtmen.
R.H Sartor
5 Man
Engineering LID.
те
774
751

2nd Vice PRESIDENT
L: Col. H. F. HOOGES
U.S.A.
Chief Draftsman.
O.G. Tubby.
Drafting Room 5Men
19 Men.
Instmtman
WO Patterson
6 Men.
Instm'i'men.
0.EMelsbury.
6 Men.
Locating Engr.
G.H.Ruggles.
190 Men.
Asst. Engineer.
B.FHornor
44Men.
Asst Engr.
M.E.Gilmore.
25 Men.
AsstEngr
QT Chamberlain
95 Men
Asst. Engr
RLCooper
44 Man.
Asst Engl
L. CHammond
37Men
Master Mechanic.
PG.Baker.
929Men.
Chr Crk-G.W. Andrews
Office 8 Men.
Car Dept.
Gen Foreman.
J. Belt.
430 Men
I Clerk
Car Shed
Foremen
A U. Hermen.
3/5 Men
Saw Mill
Foreman.
H. Anderson
49Mer
CarInspection
Foremen
JEButler RyWhitaker.
28 Men.
Paint Shop
Foreman
E.W.Leeds
32 Men.
Brown Hoist Plant.
1 Stevedore
2 Clerks
3 Operators.
200 Men.
Round House
Paname
General Foreman
GJ. Desborough.
93 Men.
Loco. Dept.
Gen Foremân
W.T. Brewer
248 Men
/ Clerk.
Machine Shop.
Foremant
C. T.Hiltabıdle
67 Men
Boiler Shop
Foreman
E.C. Miller
40 Men.
Blacksmith Shaa
Foreman.
W. H.Smith
34Men.
Erecting Shop
foramen.
P.J. Wall.
39Men
Copper& Tin Shop
Foreman
P.B. Keefer
10 Men.
Round House.
Cristobal.
Foremen
W. H. Readle.
PJ Dorell.
50 Men.
1.
Local Auditor
H.L.Stuntz.
39 Men.
CHT CIK RW. Hart.
Asst Chief Clerk
Plate 151
Accs. Payable.
2 Men.
Accts Recrble.
3 Men.
Payroll
& Coupon Dept.
Freight Rects
& Sta. Accts.
7 Men.
Ticker Acch Dep't
Il Men.
4 Men
Miscellaneous
9 Men
Traving Auditor.
C.V.Biscoe.
Supt. H.&B.Quarters.
P.T.Murphy.
51 Men.
Washington
Hotel.
31 Men.
Colon
Quarters.
15 Men.
Colon
Barracks.
| Mon.
Panama
Quarters.
9 Men.
Panama
Barracks.
1 Man.

Supt B.B.&W.S.
JAPurdum.
158 Men.
CarpfrForeman.
R.G.Campion.
21 men.
Masonforeman.
A.P.Lucchessi
16 men.
Mas Frimin
J.L.Wardlaw.
25mcn.
MasFrimin
R.A.Richards
24mcn.
Carpenter
C.A.Wyman
LI MEN.
Pile Drir Frian
C.A.Nelson.
32men.
Pile DrvrEngr
F.Mitchell.
BridgeForemen
J.T. Ward.
CEllison.
29men
Pile Drvtfrin'n
W.J. Quey.
34 man.
Pile Drvr Engr
LLichenstein.
Bridge Foreman.
A.V.Kidston.
Carpenter
H. Mchrman.
31 men.
Junior Engineer
PH.Underhill.
7 men.
Jr. Eng'r
J. H. Weller
9 men
Levelman.
H.Orrenstein.
Levelman.
H.Weston.
7men.
Jr. Engr.
L.K.Needham.
6 men.
Jr. Engr.
E.B.Karnopp
9 men.
Transitman.
Wm.Hayne.
8 men.
EC-4. Gang.
4men.
Supervisor.
C.G.Jones.
611-Men.
S.S.Engr
W.H.Bede//.
12 men.
Foreman.
D.D.Nugent
35men.
Frin
J.A.Woodling.
54men.
Firin
S. Copp.
3/men.
Επίπ
CT.Noland
85men.
Fi'n.
M. Cusick.
56men
Finn.
R. Morgan
26men
Unqualified
Conductors.
M.E.Thompson
N.J.Chandler
V.V.Sassions
W.F.Murray.
D.C.Loud.
J.POsborne.
E.EClendenin
RELOCATED LINE
Organization as of June 30, 1910
PANAMA R. R. CO.
PRESIDENT.
COL. GEO.W. GOETHALS.
Chief Clerk.
S.S.Eng'r
J.H.LaRowe.
77men.
ENG'R, OF CONSTRUCTION.
H. P. WARREN.
S.S.Engr.
S.M.Perkins.
14men.
Foreman.
MJ.Hanafin.
38men.
Fin.
F.J. Turner.
22men.
CHIEF ENGINEER.
F. MEARS.
Fn
J.Stenson.
50men.
Fm'n.
M.Steele.
33men
Frin
E.Mc.Tucker.
50men.
CULEBRA,C.Z.
I
Unqualified
Engineers
D.F.Conley
FH.Whitsel
B.J.Farr
HSBillington
GW.House.
KWShope.
G.C.Henderson
C.W. Lee.
.2189 Men.
Supervisor.
R.M.Elder.
547-Men.
S.S.Engr.
F.Anderson.
36men.
S.S.Engr.
GR.Dempster
19 men.
Foreman.
GW. Smith.
93men.
Frin
R.F.Andrews.
12men.
Fiin.
L. Brown.
40men.
Emn.
R.M.Scherer
35mcn.
Fm'n.
J.H.Brown.
Tmen.
Frin.
L.C.Levee.
45men.
Fmin
R. Fulton.
34men
Unqualified
Conductors
FW. Hanley
QE.Murphy
Supt. of Const'r'n.
M.B.Connolly.
S.S.Engr
C.H.Cammack
20men.
Foreman.
R.C.Macey.
38men.
1990 Men.
Fm'n.
L.S. Brown.
30men.
Ema
M.Mitchell.
15men.
Fmin
N. Wheeler.
26men.
Fn.
G.W.Henderson.
28men.
Em
GA.Davis.
47men.
Fmin.
M.McGrath
57men
Unqualified
Engineers.
J.R.Foley
C.B.Smith.
F. Scales.
J.T.Horne.
E.Gulberg.
B.C.Elmes.
Supervisor.
J.Miller.
S.S.Engr.
L.S.Garske.
26 men.
Foreman.
LN.Carroll.
43men.
Frin
J.McNally.
49 men.
Fa'a
H.Adkins.
56men.
590 Men.
Fin
C.P.Martin.
14men.
F
R. Parks.
37men.
Fm'n.
C.C.Reid
35men.
Fmin
N.Edward's.
18men.
Unqualified.
Conductors.
L.N.Carroll.
M.Q.Hipp.
FM.Buker.
S.S. Engr
CP.McDowell.
23men.
Foreman.
H.C.Pedersen.
88 men.
Frin
L.Widemeyer
28 men.
Frin.
J.Maynor.
60men.
Fan
N. Taite.
18men.
Fan.
A.Skipper
37men.
Fin
D.J.Morrice.
35men.
Unqualified
Engineers.
A.WLawton.
M.H Davis.
J.W.Marshall.
J.H.Fisher
EH.Robertson
L.E.Mapes.
:
Plate 152
Supervisor.
H.C.Wilson.
214 Men.
Foreman.
W.Klause.
41man.
Fm'n
P.J.Monroe.
58men.
Farn
W.J.Corbett
39men.
Firin
V.A.Stewart.
35men.
Fmin
L.C.Trenary
36 men.
Gravel Pit Frimin
F. Herman.
23 men.
Unq. Engineer
C.H.Hill.
:
INSPECTING ENGINEER
W.A.E. Doying
5 Clerks
1 Messenger
INSPECTORS
LOCATED AT VARIOUS
POINTS IN U. S.
PURCHASING DEPARTMENT
C.E.Dole, Chief Clerk
22 Clerks.
5 Messengers.
INSPECTORS OF SPECIAL
EQUIPMENT
T. M.Post
J. Hammer
and assistants
Assistant PURCHASING
OFFICER, NEW YORK
16 Clerks
I Inspector
1 Messenger
DISBURSING OFFICER
James G. Jester
18 Clerks.
2 Messengers
ASSISTANT PURCHASING
AGENT, NEW ORLEANS
GENERAL Purchasing OFFICER
CAPT. F. C. BOGGS U.S. A
General Purchasing Officer
and Chief of Office
Washington, D. C.
I Clerk
| Messenger
MEDICAL SUPPLY DEPOT
NEW YORK.
2 Clerks
I Packer
10 Clerks
ASSISTANT EXAMINER
OF ACCOUNTS
H.A.A. Smith
APPOINTMENT DIV.
Ray L. Smith
Chief
5 Clerks
I Messenger
I Clerk
EMPLOYMENT AGENT
NEW YORK
Henry A. Smith
ORGANIZATION AS OF AUG. I – 1910.
-
CORRESPONDENCE
AND RECORD Division
6 Clerks
Engineering Lib.
те

774
451
1
ADMINISTRATION
A. L. Flint
Chief DraFTSMAN
E. B. Harden.
Assistant to the
Chief of Office
CUSTODIAN FORCE
13 Employees
Plate 153
MISCELLANEOUS
| Property and
Shipping Clerk
2 Clerks
I Telegrapher
I Telephone Operator
5 Messengers