HomeMy WebLinkAbout1754.1ELEC. SERVICE
CABINET # I
STA, 1+5f
EXIST CB, RIM=3i.
306.2, 30 I N
I.E.=306.2, 30', IN, .,
I. E. • 305.8, 36 ; OUT u,
15" C P, I. E. = 303.0 -1
EXIST. SS M.M.
RIM • 313.76 -_
I. E. = 303. 3, B"CP
EXIST. C. B.
RIM= 314.27
LE. = 307.7, 24" IN, S.
I.E.=307.5, 30'; OUT, N.
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EX. CONC. WALX
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EXIST. C.I., RIM=31,
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LE.° 312.5, 8'; OUT.
/
TELEPHONE
POWER VAULT
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APPROX. LOC. .. X
FH
EXIST. C.L. RIM = 315D5
I.E.= 311.5, 6, OUT,N
EXIST. C. B., RIM =314.21
I.E. = 308.3, 12'; IN,SE.
EXIST
I.E. = 306.7, 30'; IN, E.
I.E.=306.7, 30,' OUT, NW.
EXIST. C. B., RIM=314..0 / i
L E.=307.7. 24�IN,
I.E.F 307.0, 30'; OUT, W.
I
JB 0 'e
STA. 2*57
LTC,, FIX. # 2
STA. 4464
STA. Gt57
(Typ. Tor all runs)
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° 22" CONC. CULVERT
I.E.- 297.67
G4 1CP
BARBEL WIRE FENCE -
SIC
206
'yp. ;O-r arr -run>c
EXIST. C. B, RIM =30Z29 - E.
-
EXIST. SS M.M., RIM = 307.69 -DI
0b Y G4 _� I b EXIST. MAILBOX
(BOLTED)
/ t •6 \ C-� '-EXIST DRIVEWAY
EXIST. 15" CONC. CULVERT ENTRANCE PILLARS
I. E. • 301.6 /-EXIST. MAILBOX
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CURVE DATA TABLE
NO. DELTA
RADIUS
LENGTH
TANGENT
C -1
51 0 46' 18. 6'
125.001
112.949'
60.659'
C-2
150 56' 04.0"
200.00'
55.622'
27.992'
C- 3
940 51' 45.0"
185.00'
306.298'
201.406'
`90
JB # 4
S TA . 10 43o
300
9
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V ethg Od \ 4
`\yes
Y
310
LTC. Fix. 0 5
STA. 10f54
CURVE DATA TABLE
NO.
DELTA
RADIUS
LENGTH
TANGENT
C - 4
6 20 50' 00 0'
200.00'
219.330'
12 2.16 0'
C-5
250 33' 52.4"
330.00'
147.241'
74.867'
C-6
200 15' 46.3"
330.00'
1 116.706'
58.969-
Of
WM
EXIST. STEPS \� � 310 -EXIST. GRAVEL
a b / DRIVEWAY
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or
22" CONC. CULVERT
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GRAVEL
LTC. FIX. # 1 POND LTC.
STA. 2f54 3•, STA. (o f54
i
C. T4 • FIX. - G
STA. 12450
2' a 2' V. rticol
Por.r Tor.r
X -SINGLE GUY
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LT4• FIX. # 7
STA. 14f44
5
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320 /
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ex �S ` II T0 E�4
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/ Overhead Power Linea
R/W
30'
2 6 r
4- 6"
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310
30'
18' --- 18 2
1
6"
1 �.
TYPICAL ROADWAY SECTION
I STA 16f00
T I
300 I
EXIST.I
�2' ■ 2' V.rtic.I TOWER
Power Tow.. �OGET POWEQ�6�q�
GAS-
-GAS
CL.E4R4NCE BETWEEN O/L
S P/PEL /NE 4NO CONO r. II II
c -_44- E CQNOU/T 5' E/T�/E/? II (I
_ 5//JE OF P//DEL/NE GV/Tf/ p
m QEO COGOQE� CONG2ETE. II II
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LEGEND:
[) - Electrical Service Cabinet
J - BOX
- Street Lighting Fixture
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315
N
R/W
SCALE: 1" = 40' (Horizontal)
5' (Vertical)
CONSTRUCTION NOTES:
1. The contractor shall submit a request for materials
approval at the earliest possible date.
2. As -built drawings will he required on completion of all
projects.
3. The contractor shall notify all utilities regarding
their facilities located within the project limits 48
hours prior to grading around or underground crossing
of utilities.
4. The contractor shall be responsible for any damage to
existing utilities. The contractor shall notify the
affected utility and the city immediately upon damage.
5. Contractor shall be responsible to install pole I.D.
number as directed by the traffic engineer.
6. Puget Power service point (point -of -connection) loca-
tion verified with Kathy Larson of Puget Power.
7. Each ltg standard shall have an individual 3' x 7'
concrete pad with junction box. See detail sheet 12.
8. Each junction box shall have an individual 3' x 3'
concrete pad see detail sheet 12.
9. Rock walls are required where concrete pads are
installed in an embankment.
10. Photocell on ltg. fixt. #1 only.
NO 1-14M�;'OGE5, F'OGES, O,2 ✓UNCT/ON 60XE5 4,QE To
BE LOCq TE/J /N TyE 5/OElNgL K.
NAw-
SCALE: l= 40' (Horizontal)
1 " = 5' (Vertical)17541
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REVISIONS
NO DESCRIPTION / DATF BY
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JOB No. 1-324-008-821
DESIGNED RA
DRAWN J H D
CHECKED
DATE November 1982
OF SHEETS
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