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LABEL : � _ � _ _jBASE BALL. �
� uUN-nNG
r�-
�— — � Ok1NT IN to G A.
STEL pAb LOGKABLE
�NGI-USU2�- AT
F�� I-�ATION NOD ON
7 -DAY GAI.LENDAR
TI ME.G-LUG. K
TdRK # TW 120 , sKIP- A -DAY
N GENERAL NOTES
KVA
670 ) 1. ALL.{CONCRETE-SHALL ATTAIN A MINIMUM COMPRESSIVE
I' STRENGTH OF 2500 PSI AT 28 DAYS. ALL CONCRETE SHALL
== BE VIBRATED FOR THE FULL DEPTH OF THE FOOTINGS.
- 2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM .A615,
f GRADE 40 FOR #3 AND #4, GRADE 60 FOR #5 AND LARGER.
3. DUE TO SOIL CONDITIONS, CASING MAY BE REQUIRED. USE
REMOVABLE STEEL TYPE OR SONOTUBE.
4. FOR FOOTING CASING REQUIREMENTS AND SPECIAL TREMIE
Hl
CONCRETE MIXES, SEE THE SPECIFICATIONS.
44 Hl
5. ALL FOOTINGS MUST '�
. U T BE INSPECTED BY THE BUILDING DEPARTMENT
INSPECTOR AND A SOILS ENGINEER PRIOR TO PLACING OF REIN-
FORCING STEEL AND POURING OF CONCRETE.
t�, �—� .�,� 6. PROVIDE PLYWOOD COLLAR OVER FOOTING HOLES UNTIL THE
3/4CONCRETE IS POURED.
\
{ / Q -•7. TIMBER POLES SHALL BE COASTAL DOUBLAS FIR OR SOUTHERN
C�
PINE MEETING ALL THE REQUIREMENTS OF ANSI 05.172 AS
0\
` MODIFIED IN AWPA C23-74.
► SEG u k_ I � � �,.m'�
9"N 8. POLES SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH
�►
.
AWP 23
A C 74
ALL TIMBER MBE POLES SHALL HAL BE TREATED
`51 H 6m L `.lo : � E BY
THE KOPPERS COMPANY (CELLON PROCESS) OR BY J.H. BAXTER
(DOW PROCESS).
i 84''TElENWNATUlALTRA0MAMMM NO. 186A -24X3601"975
.4 .
CONTROL DIAGRAM C-ryF? FflR GIS L2�G3 �c4)
(bEviGES LOGATEb IN SWITCHGEAR �NGLOsI�RE
U N LASS N oT�D, -gyp, �oR ALL
" 3..`^s�:n:'» �yy:::=!A+3:s-,.,a.._�;-.��a-ts :a#�kj�t�.`2-ss�� :�Yr:,l�oes'�?=sS'.:.ask'•:x:s..",-+:yfi-s::::.,�.�.-=S::Yrs`^a5XssY.;.`sS'M..�=..�:@a�«,.mY's^s.F�_�s..:....+:.:<antie�-Tr-,�R=+an ..r 5:�.�.,t,u....s�,t`.�..�...:-:#'a+:..--..3 .:...w�.s.'_-` - .tea_
PANEL'
7 , 4WV) 54
C H E L
Nth OF OUTLETS � 0 T1 0 WA T T S
A _
ANP3 POLE LJ 3. R CC. U13C.
rl a
y
1
14
2._ .a-n-.w.�rew..«-...� _ """ _ _ _ i _ ......,:,>u..,...-.......�..-.w...�.:.............. _..a-��+Wa.�_.m..u,et�...+.m. - .�...�....�..-�....,.. �,..+...,_.. ,.-..,�....�..•:�.a,...,-
223,
24
27
213
37 -�
r
TOTAL V4 i'T
_
OTHER LOAD W
`Si
ArN
�4
LARRY D. MULEN
' 8279'
�J
Pn X11:1"�
". �«./..,...'�...._�',��G«3a'SS_.m�....z::3zlu.5sa'.��..�Yr;J.c`I_P._.Gua_��e�.iib'Y.c'�.'.±.'i`�-'R�ntSS�:«raaY-�Z+.;iF£.:3s.`�:�itif3�:'�z����,€��T�:;.� >.�,�.1..;v�'Sd'd>rv�,tyn-'.cr..3c5w-:r::4�+�'<+:art•.u:;fL`•�r+;bT�%?*v�:3di<T3YYi�-eih�'M�: �3': ssi.::�-aE:3czu��' � � � ����y`r'
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t3mprev SY
rA
—4" PIAe
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PoLoa
120Iv LTA, CoNTA6YoR
2oA bl 5F -:E bNE-LINE
H
oI PUSH 9un7o N
�
FY -PASS �
� a I sw i-rc.
i� ft
'
LABEL : � _ � _ _jBASE BALL. �
� uUN-nNG
r�-
�— — � Ok1NT IN to G A.
STEL pAb LOGKABLE
�NGI-USU2�- AT
F�� I-�ATION NOD ON
7 -DAY GAI.LENDAR
TI ME.G-LUG. K
TdRK # TW 120 , sKIP- A -DAY
N GENERAL NOTES
KVA
670 ) 1. ALL.{CONCRETE-SHALL ATTAIN A MINIMUM COMPRESSIVE
I' STRENGTH OF 2500 PSI AT 28 DAYS. ALL CONCRETE SHALL
== BE VIBRATED FOR THE FULL DEPTH OF THE FOOTINGS.
- 2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM .A615,
f GRADE 40 FOR #3 AND #4, GRADE 60 FOR #5 AND LARGER.
3. DUE TO SOIL CONDITIONS, CASING MAY BE REQUIRED. USE
REMOVABLE STEEL TYPE OR SONOTUBE.
4. FOR FOOTING CASING REQUIREMENTS AND SPECIAL TREMIE
Hl
CONCRETE MIXES, SEE THE SPECIFICATIONS.
44 Hl
5. ALL FOOTINGS MUST '�
. U T BE INSPECTED BY THE BUILDING DEPARTMENT
INSPECTOR AND A SOILS ENGINEER PRIOR TO PLACING OF REIN-
FORCING STEEL AND POURING OF CONCRETE.
t�, �—� .�,� 6. PROVIDE PLYWOOD COLLAR OVER FOOTING HOLES UNTIL THE
3/4CONCRETE IS POURED.
\
{ / Q -•7. TIMBER POLES SHALL BE COASTAL DOUBLAS FIR OR SOUTHERN
C�
PINE MEETING ALL THE REQUIREMENTS OF ANSI 05.172 AS
0\
` MODIFIED IN AWPA C23-74.
► SEG u k_ I � � �,.m'�
9"N 8. POLES SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH
�►
.
AWP 23
A C 74
ALL TIMBER MBE POLES SHALL HAL BE TREATED
`51 H 6m L `.lo : � E BY
THE KOPPERS COMPANY (CELLON PROCESS) OR BY J.H. BAXTER
(DOW PROCESS).
i 84''TElENWNATUlALTRA0MAMMM NO. 186A -24X3601"975
.4 .
CONTROL DIAGRAM C-ryF? FflR GIS L2�G3 �c4)
(bEviGES LOGATEb IN SWITCHGEAR �NGLOsI�RE
U N LASS N oT�D, -gyp, �oR ALL
" 3..`^s�:n:'» �yy:::=!A+3:s-,.,a.._�;-.��a-ts :a#�kj�t�.`2-ss�� :�Yr:,l�oes'�?=sS'.:.ask'•:x:s..",-+:yfi-s::::.,�.�.-=S::Yrs`^a5XssY.;.`sS'M..�=..�:@a�«,.mY's^s.F�_�s..:....+:.:<antie�-Tr-,�R=+an ..r 5:�.�.,t,u....s�,t`.�..�...:-:#'a+:..--..3 .:...w�.s.'_-` - .tea_
PANEL'
7 , 4WV) 54
C H E L
Nth OF OUTLETS � 0 T1 0 WA T T S
A _
ANP3 POLE LJ 3. R CC. U13C.
rl a
y
1
14
2._ .a-n-.w.�rew..«-...� _ """ _ _ _ i _ ......,:,>u..,...-.......�..-.w...�.:.............. _..a-��+Wa.�_.m..u,et�...+.m. - .�...�....�..-�....,.. �,..+...,_.. ,.-..,�....�..•:�.a,...,-
223,
24
27
213
37 -�
r
TOTAL V4 i'T
_
OTHER LOAD W
`Si
ArN
�4
LARRY D. MULEN
' 8279'
�J
Pn X11:1"�
". �«./..,...'�...._�',��G«3a'SS_.m�....z::3zlu.5sa'.��..�Yr;J.c`I_P._.Gua_��e�.iib'Y.c'�.'.±.'i`�-'R�ntSS�:«raaY-�Z+.;iF£.:3s.`�:�itif3�:'�z����,€��T�:;.� >.�,�.1..;v�'Sd'd>rv�,tyn-'.cr..3c5w-:r::4�+�'<+:art•.u:;fL`•�r+;bT�%?*v�:3di<T3YYi�-eih�'M�: �3': ssi.::�-aE:3czu��' � � � ����y`r'
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