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SIGN Na S.306044
•
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S/GN NO. S3062M
A 2L B
il- ' -TO HALF- OON 8AY
LSM 98
x
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= =--
-
03//2
f
A
4HB
44.4
0306/ 03063
rr-03062
D3060
42:1/./.J
L.
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03/2/
03/24
A
Service Pole
SYSTEM NO. 8/8/M
(240/480V)
Service Pole o
SYSTEM Na 8/92M '
S/GN NO. 339844
CS`` . \ ,
`\. BNB- SC -2
L \
C-, S,
Cn
`�,0 -•D3/25,
03/28
03/29
MT
et
03065 D3O67
03066 —tk ,.
03064
03100 03/O$
•
MT
NOTE:
.�wq,3i:Q,5
awe 03/04
03/02
S/GN NO S3/0844
/2H8
D3/64
".
03072
PEU
7HB — SC -7
MT
0305"4
03092
S/GN NO $3O9'R, M
SIGN. NO 53/0044
6HB
Service Po/e
03/43
E-3 SYSTEM NO. 8/82M -----
(240/480V)
This p/an shows the electrical systems as they
will exist at the completion of this project and
does not indicate the electrical work involved.
/t is intended for information on/y and is not to
be used for bidding purposes. Equipment
Schedule is shown on E-2.
11
This area and /9th Ave. are part of the City
Lighting System. /t is covered in the 50 and20
sca/e plans.
03/44
Service Pole
SYMBOLS
(For "ELECTRICAL SYSTEMS" sheet only)
Type 15 ground -mounted standard
Type 15 structure -mounted standard
Type 21 ground -mounted standard
Type 21 structure -mounted standard
Type 30 standard
Modified Type 31 standard with no mastarm
Type 31 standard
Soffit luminaire
Overhead illuminated signs
Type III -A service cabinet
Service pole — Utility -owned
Conduit
Pull box
Conduit riser
Photoelectric unit
Sign lighting fixtures and sign control
Empty conduit
r: _ 03/63
03/62
03/6/
SYSTEM NO. 8/8344 \''
(480V) �a \'
(Type M-4 J711 Service � ..
03082
03/50
N S/GN NO. S3/6/M
4H8 -SC -
T
03/4
03/60
A
03088
S/GN NO. S3/58M
/5H8 -SC -7
\
03/5/
\\,
\'
\
03/52(
de
S/GN NO. S3/52M if ` ,
4 0.
Service Pole
03/5
\. ;Pa Service
NO. 8/8541
(480V)
Dy
03/59
\
(03/58
\ D
FORM HD 92 PF
:;e
S/GN NO. S3084M
4HB - SC -7
Service Po/e
SYSTEM NO. 8/8441 (480V)
SIGN NO. S3/56M
'U •� 4HB - SC -6
03156
\ o
03/54 m
05056
County
92,, 1010
7/
DATE APPROVED_
Post Miler
Total Project
T//.9/772. 9, /19
0
Total
Sheal,
REGISTERED LECTRICAL ENGINEER
ao98
NO.
October 24 /98/
05058
'NZ!:
S/GN :IVO., 55055M,.:77
05059;
• 05060
SIGN /*a S5060/14
SIGN NO. 55059M
4LB- SC -7
10 GE,
S n3
SIGN NO. S5058M
4LB -SC-7
SYSTEM NO. 8438M
Service Pole
ELECTRICAL SYSTEMS
SCALE 1"=200'
134651
x
x
— —x
x
x
9�
EQU
(SEE DES
IPMENT SCHEDULE
IGNATION TABLE ON THIS SHEET)
MASTARM
LENGTH
(IN FEET)
SYSTEM
NUMBER
EQUIPMENT TYPE OF
NUMBER STANDARD
TYPE a WATTAGE
OF LUMINAIRE
(OR EQUIPMENT)
TYPE OF
BASE
REMARKS
1
CONNOLLY
u�
0
0
0
1
0
Y
u
CO
w
>-
1
Y
1
V. H. WAIGHT
1
z
a
2
a
a
1
w
w
3
3
8181 M
480V.
8182 M
480V.
D3060
30
15
310
SB
D3061
21
12
310
NS
D3062
21
12
310
NS
D3063
21 12
3I0
NS
D3064
21
12
310
NS
D3065
21
12
310
NS
D3066
D3068
D3110
D3111
D3112
D3113
S3060M
S3061M
D3091
D3092
D3093
D3094
D3095
D3096
D3097
D3098
D3099
D3I00
D3101
D3102
D3103
D3I04
D3105
D3106
D3107
D3I08
D3109
S3098M
S3100M
S3108M
D3143
D3144
D3145
D3146
D3I47
D3148
D3149
D3I50
D315 1
D3152
D3153
D3154
S3152 M
D3I55
D3156
D3157
S3156M
21
21
21
30
30
15
15
21
21
21
21
21
30
21
21
21
21
21
21
21
21
21
21
15
30
15
31
31
31
31
31
31
31
31
30
30
30
12
12
12
15
15
6
6
12
12
12
12
12
15
12
12
12
12
12
12
12
12
12
12
6
15
6
20
20
20
20
20
20
20
20
15
15
15
310
70
310
310
310
310
780
212
200
200
310
70
310
70
310
310
310
310
310
310
310
310
310
310
310
310
310
1365
1 170
2340
310
200
310
200
310
310
310
310
310
310
310
310
212
310
310
310
780
NS
NS
NS
SB
SB
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
SB
NS
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
Flush Soff it
Fluorescent
Fluorescent
Flush Soffit
Flush Soffit
Fluorescent
Fluorescent
Fluorescent
Fluorescent
Fluorescent
EQUIPMENT SCHEDULE
(SEE DESIGNATION TABLE ON THIS SHEET)
SYSTEM
NUMBER
EQUIPMENT
NUMBER
TYPE OF
STANDARD
MASTARM
LENGTH
(IN FEET)
TYPE a WATTAGE
OF LUMINAIRE
(OR EQUIPMENT)
TYPE OF
BASE
REMARKS
8185 M
480 V
D3158
30
15
310
SB
D3159
30
15
310
SB
D3160
30
15
310
SB
D3I61
21
12
310
NS
D3I62
30
15
310
SB
D31 63
21
12
310
NS
53158M
S3161 M
2919
780
Fluorescent
Fluorescent
8187 M
480 V
D3070
15
6
200
NS
D3071
21
12
310
NS
D3072
21
12
310
NS
D3073
70
Flush Soffit
D3074
21
12
310
NS
D3075
70
Flush Soffit
D3076
21
12
310
NS
D3079
21
12
310
NS
D3080
21
12
310
NS
D3081
21
12
310
NS
D3082
21
12
310
NS
D3085
21
12
310
NS
D3086
D3087
21
21
12
12
310
310
NS
NS
D3088
21
12
310
NS
D3089
21
12
310
NS
D3090
21
12
310
NS
D3141
70
Flush Soffit
D3142
70
Flush Soffit
S3076 M
1365
Fluorescent
S3082M
1560
Fluorescent
S3084M
780
Fluorescent
8I89M
480 V
D3I20
30
20
310
SB
D3I21
30
20
310
SB
D31 22
D31 23
D3124
30
21
30
20
15
20
310
310
310
SB
NS
SB
D3125
21
15
310
NS
D3I26
D3127
D3128
30
30
30
D3129
30
D3I30
D3164
D3165
D3166
D3I67
S3120M
30
30
30
30
30
20
20
20
20
20
20
310
310
310
SB
SB
SB
310
SB
310
310
310
310
310
2145
SB
SB
SB
SB
SB
NO MAST ARM -
SPECIAL HPS
LUMINAIRE
Fluorescent
S3I24M
780
Fluorescent
8I92M
120V
S3398M
1600
Fluorescent
Dist.
County
Rout.
Post Miles
Total Project
Sheet
No.
Total
Sheet.
04 SM
92 , 101 7/797/2.9, /79 97 499
DATE APPROVED
REGISTE9Efd ELECTRICAL ENGINEER
NO. gene
October 26, /98/
EQUIPMENT SCHEDULE
(SEE DESIGNATION TABLE ON THIS SHEET)
SYSTEM
NUMBER
EQUIPMENT
NUMBER
TYPE OF
STANDARD
MASTARM
LENGTH
(IN FEET)
TYPE a WATTAGE
OF LUMINAIRE
(OR EQUIPMENT)
TYPE OF
BASE
REMARKS
8438M
240/480V
D5054
70
Flush Soffit
D5055
30
15
310
SB
D5056
15
15
200
SB
D5057
30
15
310
SB
D5060
30
15
310
SB
70
Flush Soffit
30
15
310
SB
D5061
15
15
200
SB
D5062
30
15
310
SB
S3083 M
1365
Fluorescent
585
Fluorescent
424
Fluorescent
424
Fluorescent
585
Fluorescent
NOTE: Al/ luminoires sho// be high pressure sodium.
Al/ sign lighting sholl be fluorescent.
SB = Slip BOSE'
NS = No Slip Bose
HPS= High Pressure Sodium
EQUIPMENT SCHEDULE
FORM HD 92 PF
9
x
X
0
i
1
0
n
2
t,
D E. CONNOLLY
w
W
r
at
)
0
8
?)0
11 1 '
.N NO. S3060M
4118
N
1l
;l ra
11 1
,'
1
w I1 1
I CC II I
t CC
t Ii
' Q
J
0
A
I
•
•
6 03062
i:411:114:T
1
1`.'lir mime ',neat t•-• ervire tvflI.%11'1T.1T.lSAW III. W MHt,rflll\•I`YANll Ja awfv\l\•YAIT.. YI\vI,.atI;IYY.NWIY.V. ..... 1.11.a. YYJI FViVIIIIYI.VTIIIYIIIIVYYI%Yl fllvv.vrvnN,:>,svhy.:OAVMM.x.v.hVx+.N}:w
A
Histiz '3
r ..1._-- •._-_-____-_-_-_-____-_-_-_
----:-_-_-_ __ -- --_-_-__-_-_-___-_-_.r-
--- - - --- _
D3//3-15 _
• =�" 111 -
(3069)_ _
X --
/ /' Existing Service Pont �)]
SYSTEM NO. 8/8/M
(240/480V) A
AAA
0-o
KCI
ELECTRICAL SYMBOLS
Special 310 watt HPS luminaire mounted on
top of Type 3/ standard. (03/28, 03/29, 03/30)
Keep circuit intact. Insulate any cut or sp/iced
conductor. Use existing fuse disconnect.
ES -IA
ES-IB
ES -2A
ES -2C
ES - 3A
ES -3B
603063
APPLICABLE STANDARD PLANS
(DATED ✓ANUAR Y, 1981 )
ES -3C
ES -3D
ES -5A
ES -5B
ES -5D
ES -6A
ES -6B
ES - 6D
ES -6E
ES -6S
ES -6T
ES -7A
Q
cr
SIGN NO. S306/M
(5306441)
\\2L5
;I
2
c
ES -7B
ES -7C
ES -7D
ES -7E
ES -8
ES - 10
ES- I I
ES -13
ES -3I
ES -32A
ES -32B
See Bridge Plans for details
within the area between
03061-12 and 03062 -/2. -
GENERAL ELECTRICAL NOTES
Locations of e/ectro/iers and soffit luminaires in the vicinity of ramps are direct/y related to the geometric
layout. /f the geometric layout is changed from that shown on these p/ans, new elec./roller or luminaire
locations shall be established by the Engineer
Except as noted, standards or po/es shall be installed with clearances as follows: 3 feet to is/and
curb, dike or edge of shoulder and 6 feet from median nose. Other standards and po/es shall be
installed as shown on the p/ans. See ES - //.
Equipment /o be mounted on standards or po/es shall be installedon /he side opposite approaching traffic.
Existing utility locations ore approximate. New or relocated utility positions may be other than shown.
Pu// boxes and bases for standards sha//be located a1 /east 4 feet from structure expansion joints or
hinges. Stations of standards shown on the plans may be adjusted a maximum of 5 feet to meet /his
requirement. See ES -7A, ES -7B, ES -7C and ES -7D.
Lateral conduit crossings on steel or concrete (pre -cast and/or pre -stressed) girder structures shall
be made either at bents or abutments, except where this is impracticable and the deck slab thickness
is 6/2 inches or greater, such crossings may be mode through the slob. Longitudinal conduits shall
be p/aced in the curb or sidewalk section except where this is impracticable.
A// structure pu// boxes shall be Type 9, except as noted.
Electrical Stage Construction Plans shall take precedence over the Highway Lighting Plans.
Installation details, however, are shown on the Highway Lighting P/ans.
Remove number and stencil new equipment number on all existing standards or posts.
Communication conduit shall be 2" and shall contain a nylon pull rope.
Luminaires for Type 21 and 30 standards shall be 310 watt HPS. Those for the City Systems shall
be 100watt HPS.
EXIrTING SYSTEM NO. 818IM
c
,_•--ice=q -- -
(3 0,3064
®- '!33 1 i C Evicting 03062 /2
(240/480V. )
3
4
5
6
1
LT]
U
[9]
f101
1 1 1 1
PROJECT NOTES
Wood pole, or wood pole electrolier with 400 wott mercury vapor
luminaire and overhead lines to be removed and salvaged.
Relocate Type 31 standard to new location indicated by Note
Convert 700 watt mercury vapor luminaire to 310 watt HPS
luminaire. Install new fused splice connector in pull box.
Convert 400 watt mercury vapor luminaire to 200 watt HPS
luminaire. Install new fused splice connector in pull box.
Convert 175 watt mercury vapor soffit luminaire to 70 watt HPS
lum ina ire.
Convert 250 watt mercury vapor soffit luminaire to 70 watt HPS
luminaire.
Remove and salvage Type 15 structure -mounted standard with 400
watt mercury vapor luminaire.
Convert 30' mast -arm to 20' mast -arm.
Convert 400 watt mercury vapor luminaire to 310 watt HPS luminaire.
Install Type 21 structure -mounted standard on existing foundation.
Install cover plate over existing soffit shell.
[121 Modify pole to obtain 20' luminaire mounting height.
21
1131
141
15
15a
116
17
181
19]
1201
21
c
D306/-12 (� city
(D3065) 1 r- , circuit
F��IY
031/1-12
Q(0307/)
1
r I
L —J
E.
GINNEVER
Existing
city
circuit
To existing City
Lighting Circuit (240V.) --
(03066)
Instal/ 2#6 -
031/0-/2
(03072)
c
c
9(C)
c �.o•e C —
03063-12
D3/09-12
(03073)
c—c
D3/78r
Q3/96
Q SC 1
rn
EXISTING SYSTEM NO. 818IM
(240/480V)
)
Use 310 watt HPS luminaire.
Remove and salvage Type 15 standard with 6000 lumen incandescent
luminaire.
Remove and salvage Type 15 standard with 400 watt mercury vapor
luminaire.
Remove Type 10 standard with 6000 lumen incandescent luminaire.
Remove and salvage Type 21 structure -mounted standard with 400 watt
mercury vapor luminaire. Cover anchor bolts with grease and cap
conduit where necessary.
2#6
2# 8
4#6, 2#I0
2#6, 2# 10
Relocated Type 31 standard per Note 2 . Install foundation 18' behind
edge of traveled way. Use 7/8 H.S. anchor bolts and anchor bars. Modify
standard according to E-22.
22
23
01.1.
04
County
SM
Raul•
2, 101
Pon Milo.
Total ProjM
77/ 9/7/2.9, //9
Shrew
No.
98
Two'
Sheol,
499
1
DATE APPROVED
REGI TERE»•' ECTRICAL ENGINEER
NO 2098
Oc/ober 26, /98/
9(C) C_,-'—
9(C) ,. D3066-/2
c
03064-12
D3065-12
I1(
03/79T6
' D3107-12
6(03074)
S/GN NO. S3/08M
/2 118
EXISTING SYSTEM NO. 8I82M
(480V.)
r
1-
Remove and salvage Type 30 standard with 700 watt mercury
vapor luminaire.
Remove and salvage Type 31 standard with 700 watt mercury
vapor luminaire.
24 Remove Type 10 standard
luminaire.
with 400 watt mercury vapor
NOTE: This plan accurate for electrical work only
03067-/2
Ic\
+.I N
....---
03/80T
03/06- /2
(03092)
J
MT -
(—) 03/82T \
03/05-12
(03075)6
0
PEU
INDEX TO ELECTRICAL PLANS
DRAWING NO.
E -I
E- 2
E-3 thru E-8
E-9
E-10 thru E-21
E-22
E-23
E-24
PEU
TITLE
ELECTRICAL SYSTEMS
EQUIPMENT SCHEDULE
HIGHWAY LIGHTING
SIGNALS AND LIGHTING
ELECTRICAL STAGE CONSTRUCTION
NO MASTARM LUMINAIRE ADAPTER FOR
EXISTING TYPE 31 STANDARD
TYPE 31 LIGHTING STANDARD MASTARM
MODIFICATION DETAILS
FLUSH SOFFIT LUMINAIRE
HIGHWAY LIGHTING
SCALE 111 = 501
E-3
FORM HD 92 PF
04210
134651
Did
t oondy
Rood.
MT
9 (c)
CITY SYSTEM (240V.)
CONNOLLY
ID
v
ldJ
r
cos
1-
r
-
PEUC_.:
53077M
-c a
0310/-/2 -1 I r
(03077)Y I tR i 3 >,
d (03094)
I D3/02-12
M1
d iL. I 1 1 •
i1
S3078M
9310042d
(03095)
EXISTING SYSTEM NO.8182M
SERVICE POINT (480V.)
MT
SEE E-7
SYSTEM NO. 8187M(480 V. )
\03070-6
odors•Paersoon 4.44141.41•440•44.
0 y 03099-12
0300 78 \ (03079)9 03080
3 ELI II
-)
SIGN NO S3/0044
(S3095 M)
6 H8
(El
\
N7_ %
To rest of ckt
to be removed
and abandoned
(See E -3a)
MT
/ 03096
T�
181
MT-_
PEU
OI
03098-12
(030809
c �
SIGN NO S3098M
7H8 - SC 6
.00444
r?4
03082
4-/1
-
03071-12
EXISTING SYSTEM NO. 8182M (480V.)
03/ -12
1AB�— (03097)43
N•••
Q
\S 131
/VOTE This plan accurate for electrical work only
03075
D3085
03076-12
-5-9
03094
D3095-(2
10 MT
EXISTING SYSTEM NO. 8183M(480V.)
03099
Q
I
90
93/44-6
r H'°3i08)
Nr�To 0314
1c6Isci
03/45-15
To
03/47
SEE
"DETAIL A"
ON E-6
3#4, 4#6,2#/0
03093-12
N
03092-6
03091-6
c
S/6N N0. S3076M
7118 - SC 7
WINOliddippolb
c
Change series ballast to 480V. multiple
0/76 \ 400 watt mercury' vapor ballast during
STAGE Y of ELECTRICAL STAGE CONSTRUCTION
\ (see E--/6). Remove entire electrolier and ballast;
abandon exis//ng pu// box and series conduit during
\STAGE vn of ELECTRICAL STAGE CONSTRUCT/ON
(see E-2/).
— MT
SEE E-8
9(c)
•,t__ �` c C
MI
04
SM
92,101
Pod Milos
Total Pols<t
Shoes
Total
&hash
T// 3/7/29, //9
99
499
DAIS APPROVED
REGISTERED ECTRICAL ENGINEER
NO iC 0 78
October 26, /98/
SERVICE POLE (TYPE H SERVICE)
SYSTEM NO. 8I87M (480V.)
9(c)
5#14
04210
4
«MPlAllll�,:.
258
MT
HIGHWAY LIGHTING
SCALE I " = 50'
E-4
134651
FORM HD 92 PF
X
x
X
x
s'
4
c
E
1
0
n
D.E. CONNOLLY
0
0
0
Design Engineer
0
Y
0
m
as
•
S. BAUMAN
Project Engineer
W. W. Y E E
•
To rest of ck/. on structure (see E-3)
EXISTING SERVICE POINT
SYSTEM NO. 8I82M (480V.)
N.
603183T
Note This p/an accurate for electrical work on/y.
03/057
p---0
03/067
�'Po/e mounted equipment to be
• removed by Utility Co.
EXISTING SERVICE TO BE REMOVED
SYSTEM NO. 634 (6.6A Series)
ti
03/32T,
41/4
•
Dist.
County
Route
Poet Mile
Total Project
Shat To &1
No. Shoe
04
SM
92, 101
7//, 9/7/2.9, // 9
/00
499
DATE APPROVED
EGISTERED EA'CTRICAL ENGINEER
NO. 20 98-
Dc /ober 2e3 /98/
EXISTING SERVICE POINT
SYSTEM NO. 8157 M
(480 V.)
D373'97—
,,
2 5
258 ;
0/486
.....«
r
03/37T1 ....:. �...
•
HIGHWAY LIGHTING
SCALE I11 = 50'
04210
.M�
E- 4a
134651
FORM HD 92 PF
•
0S.
,\ t
x
x
x
D3079-/2
0
0
CONNOLLY
w
a
Y
0
CO
w
w
u i
0
L
U
th
H. WAIGHT
2
0
CO
O
`a
0
S. BAUMAN
c
S
w
w
J
3
i �a
0308/- /2
SIGN NO. S308241
8118 - SC -7
03082-12
• 4"
MT
MT
Cf�
95055
FOR CITY SIGNAL AND LIGHTING SEE
"SIGNAL AND LI HT/NG" SHEET E-9
MT
03088-/�.
SIGN NO 55059M
4L5 -SC -7
NOTE: This plan accurate for electrical work on/y
' far.rr.tr
03087-12
i
... amol•fYt"...SM1MMMiC";..'1.YtRf . M%=%MMttioti m.MItNNIMW::.:"Y.Y elOW 4:::,
v.cbt
ilif.53
D3086-/2
D505....5 5
AB
SIGN NO. S5060M
3H8 -SC -7
Dot. County
Rout*
Po.t Milos
Totol Project
04 SM 92 ,101 T// 9/T/29, //. 9
Shoot
No.
/0/
Total
Shoo,
499
F/, °
REGISTER Y ELECTRICAL ENGINEER
NO.
DATE APPROVED 9C/ober20, /9B/
MT
SIGN NO. S3083111
7118 - SC -7
03085-12
2.
D5060-/5
•
SIGN N0 S308441
4H8- SC -7
...mW.. ... ... .... ..Mw .. MTV .. -
F
f
1
04 210
I
SC
CB
AB
J
274
HIGHWAY LIGHTING
SCALE 111 = 501
134651
E- 5 I
FORM HD 92 PF
Dist.
County
louts
Pon Mlles
Total Project
SA..t Tar
Me. Shea
X
x
x
x
x
1
D. E. CONNOLLY
0
1
CHECKED SY
w
w
>-
vi
1
V.H. WAIGHT
W
4
DESIGNED BY
S. BAUMAN
1
1
1
1
w
w
05050±/5
3
`� :co-'::n'AV1ms::y�5yptp,�,yyCmio'u_a )tiCaX:'OR::zWZOtuaxiW.:wm.::< a ..cx:.:>a�:a.w K.:x
AB
....-c 3=-- ..............:..
05061-15
BC
0.5057-15
SC
-c
To PEI/
#4
#/4
To
service
cabinet.
Photo- electric Contro/s
Slip filter, see ES - 25
/0' Type /-5 Standard (See Std. P/on ES -25)
unless otherwise noted.
IV Conduit, 5#/4
DETAIL "All
LIGHTING CONTROL 8s SERVICE INSTALLATION
(See plans for Type of Lighting Control to be installed)
No Scale
Note: Top of foundation sha//be flush
with surrounding grade. .....:
—C 3 —
Service
1 • i
# /0
/00Amp. 2 pole
main breaker
20Arnp. 2 po/e
sign lighting breaker.
/5A
71.41
04
SM
92 ,101
T//9/T/29, //.9
/02
199
DATE APPROVED
, v
�,� 71
ISM ELEC. ENGI EER
NO.
Ocfoher 26, /98/
60Amp. 2 po/e highway lighting breaker
71/4
/8k R Bk R
• • v •
To # B S/gn Highway
test switch lighting lighting
To PEI/
Test switch (/5 Amp.)
— 60 Amp. 2 PNO contactor
30 Amp. 2 PNO contactor
#6
WIRING DIAGRAM FOR 480V. SERVICE
SEE ES -2C FOR OTHER DETAILS
NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.
HIGHWAY LIGHTING
SCALE : I ll = 50'
04210
E-6
134651
CORM DH.PD-92-PF
Dist.
County
Routs
Post Mils
Slt..t
Total Proj.tt
Toted
EM..tt
X
X
x
X
•
N.
S/GN NO. S3398/0
BHB-SC2
2.
Install new /20/480V
2irVA: 11/1.M transformer
3
Ep
0
0.
0.
>-
_J
J
0
z
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0
0
w
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0
1-
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2
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4,
O
S. BAUMAN
-+? rinsta/J 30A♦
fuse_
r
t
L
1.
SIGN NO. 53398M
4L8 (800W)
Existing loops to remain in p/ace
CSC
............
EX/STING TYPE 4-/ SERVICE (/20V.)
03/23-/2
(03300)
See "Detail A
on E-6
r. J' .. . )qi.
Yh6%p/.S'9lN %YNIV. J..
A -B
6,03/25-12
(03302)
::K 4::NV.'/C/.:Nf/.t;"N/:f: /WlWtV%.S'. :.tit3N.%N^Y/C6W SY :4l. :4%:
D330/
03/24-15
S/GN NO. S3/24M
4HB-SC7
Existing 3 -wire Service
drop by Utility.
3#4
1 - u
.. . . . .. . .. .. . . . .. .. ... ... . . .... . . .... .. . .. . . ..
Type .71I -A
Remove existing
Service Equipment
_',03/26-
}z1. -
D3/27 -/5
CB.
SIGN NO. S/42M
0170 W)
EX/STING SERV/CE POLE
SYSTEM NO. 8/89M (480V)
)
(Type H Service)
03283!
LJ
D3166-15 0328/T
03/67..-/5 03282T br��
FAB
D3/28-0
•"mtlinmolog...
03/29-0
S/GN NO. S3/20M
//HB-SC7 . . .. ....
4
03280T
03164-15
03305T
11
D3130-0
A / K/
4
SM
92 , 101
7719/T/2,9,//9
/03
499
DATE APPROVED
RE ISTERF. ELECTRICAL
ENGINEER
NO. 20923--
October 26, /98/
S/GN NO. S3299M
. [..S/. :b .::w.V t: k+/.�:rvs:/.p "U::Ctt M.a.mnf.rnnu..S.f n./i: il' ::::/xw.c/, .2ww::a,//RUU..
1 I\03279T
r
0.33067t,„::-
NOTE: This p/an accurate for electrical work only
1
1 A B 1
8 -HS (/500W)
........ .
A,.B.
..:.::"':6; :YnmtOO:VVfWAV:PS/n}i:Y/:t <anwns VOOPYa rutic
--0—s—
HIGHWAY LIGHTING
SCALE : 1tt= 50'
E-7
04 210
134651
OSP
FORM HD 92 PF
X
x
x
x
x
13 To 03/45-15
03/09
2�h
To 03144
(03/08)
C
CONNOLLY
w
0
0
m
0
e
0
0
U
w
w
}
Design Engineer
V. H. WAIGHT
O
0
8
a
a
G
Project Engineer
W. W. YEE
MT
D3163-12.. ._
j ..
D178T
03146-/2
x(03/'°)
141 9 BC
Se
�}-
. . . . . . . . . .. . . .
D3161-12
0/8/T
•
03/19
9
t..
di
03147-20
(031/2)
r --
a3/60--/5
S/GN NO. S3/6/41
03/13
4HB - SC -7
--C1-- -Cr--
03/57-15
(0252/)
03/52-20
(03/20)
O__A 3--
i
Remove existing service equipment
03/48-20
(03114)
SERVICE POLE (TYPE H SERVICE)
SYSTEM NO. 818 5 M (480V.)
3:4
See "Detail A" on E-6
03/36T.
<> < 03/3? -15
03/49-20
(031/6)
"EXISTING SERVICE POINT (TYPE H SERVICE)
SYSTEM NO. 8I83M(480V.)
EXISTING SERVICE POINT (TYPE H SERVICE)
SYSTEM NO. 8184 M (480V.)
SIGN NO. S3/5641
S/GN NO. S3/5241 (S3/2041)
2 LB
(7,03/53-20
(03/21)
03/22
2
0
w.4cM3 n:'1:: YC.J.- n. ..n :. ivCM^f.:.n .n:ttv3.b n.3\Y:SyY 3n-: MSr3.[e}'+f-0}:U\SM:SH>1'96%!..p:1X4.:WnY50.+f"fvH`.q: Y(JSSJ.A.Yi.R2: -G\h:�W'. W.WV[WOM]rq'^va\cU�'4VLV(CU(4
U 03/5545
(02523)
Dial.
County
Route
Post Miles
Total Project
Shan
He.
Tosol
Skeels
04
SM
DATE APPROVED
92,101
77/9/7729,1/9 /04 499
D ELECTRICAL ENGINEER
NO.2CY
Oc/ober 24 /9B/
S/GN NO. S315841 (S3/3441)
/5H8 -SC -7
Add 3 new HB fixtures. Re/ocate existing fixtures
to accomodate all sign pane/s
4 o
6
03/50-20 03/51-20
- (03/18)
(03//7)
EXISTING SYSTEM NO. 8I83M (480V.)
NOTE: This plan accurate for electrical work on/y
-t3-
Ir
e
03/54-20
(03/a)„ r.
8
•
HIGHWAY LIGHTING
SCALE : 111= 50'
E-.8
FORM HD 92 PF
04 210
134651
os.
:\l
x
x
1
0
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CHECKED BY
w
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DESIGNED BY
S. BAUMAN
1
w
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Rep/ace existing standard with
2 existing /ower signal heads.
heads with PV type. Use LT -2
pedestrian push buttons.
SEE
E-5
/20/240V
Service
Lighting
contactor
Meter socket
Service
switch.
/20V. to
Traffic Signal
Controller and
f/oshing beacon.
DETAIL
B"
NO SCALE
/0' Type 1-8 standard. Reuse
Rep/ace 2 existing upper signal
mounting. Reuse existing
4 #4
SYSTEM NO. 8043M
Existing
Type ✓M
Service
to be modified
per DETA/L 'B;
this sheet.
Ls-*
MT
<47
2#l0
6#/2
/9#/4 SC
/'Z..0 #8 /Dic
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_5J20U1
tt 02
1-
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cc
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10-1 Iu-I 1-I
t-
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04
01492
» +fl 06
'AB 9A
ppb(04w)
��•., RR Dw04
2#/0 6#/2,22#/4-9"N/3/4i
120/240 V. Fr
SEE E- 5
240V. to
Highway Lighting.
1
1
itt;
PEU
03090-12
ppb (04w)
MT
THIS PLAN ACCURATE FOR ELECTR/CAL WORK ONLY.
0 6
06
04. ' bt. 4w
�I P1I I I O UJ
3
-ppb (04w)
R
9A
awoissiseehija
i
•
. .. ;.:. . . .
City e/ectro/ier to be
removed by o ers.
Th
(Contractor to not-
ify City at /east
30 days prior to
required removal)
02
04
STEADY STATE SEQUENCE Or
j05
:5) 02
OR
PHASE DIAGRAM
f -T---1
LIP16J21U I
rT
IP6J21U]
L -1---J
MT
SEE E- 5
03089-/2
SEE
E-5
_ r
D/494
Install 1-B standard
Use TV -2 and SP-/
mountings with PPB(04w)
19th. AVENUE
SEE E-5
Dist.
County
Rout.
Post Milos
Totol Project
Shoot
No.
To&
Sins
04
SM
92,101
DATE APPROVED
i
T//9/T/29 /19
/05
499
ISTERED ELEC. ENGINEER
NO., 99
October 26, /98/
DATE APPROVED
AS TO FEATURES AFFECTING CITY FACILITIES
CITY ENGINEER, CITY OF SAN MATEO
REGISTERED CIVIL ENGINEER NO.
0/49/
(400w M- V,
Type /7 standard).
/1/2"C, 2#/0
to flashing beacons to be removed
and so/voged. State to keep Type 9
flashing beacon; other to become
City property. Contractor tonotify City
to pick up salvaged f/oshing beacon.
Abandon o// conduit.
DETAIL "A"
NO SCALE
instal/ /-B standard.
Use T V - / mounting.
SIGNAL AND LIGHTING
19th AVENUE AND NORFOLK STREET
SCALE 1"= 20'
E-9
FORM DH-PD-92.PF
04 210
134651
A o..
X
x
x
1
D. E. CONNOLLY
W
f
<
0
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w
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ti
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W
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It, i 1 € i.
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03/20
t 11.1 L 61,
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r nj=
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RS
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czOni
03/23
2#6�E LINE
R8 . 30/
4
S/GN NO. S3/24M
03/25
.03303T
03/26
40
LEGEND
CC.
St 46•SiLt
zs
3 W/re service
drop: by
E.
D330 4r„
in/
New Pavement
Resurfacing
New Structure
Detour Construction
Existing Detour
Obliteration
Existing in Use
8" Solid White
12" Solid White
4" Solid Yellow
4" Solid White
4" Dashed White
_Conform to existing Stripe
Remove existing Stripe
Limits of Striping Detail
THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.
•
• a,svr
•
J
•
tcs
r
♦ f
/
•
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4
County
Lido
Poe Ma Slot
04
SM
DATE APPROVED
/06
NO atAa 969
October 26, /98/
Sena
499
f
9 d
w'
00103/30
Zp
NOTES:
I. All lanes 12' unless otherwise noted.
2. Designated 4" Stripes 0, on shoulders
are 1' from edge of pavement.
3. Povement elevation.
STAGE I CONSTRUCTION
TRAFFIC: Route eastbound Rte. 101 traffic onto the FD Line.
CONSTRUCTION: Construct FD Line. Obliterate portion of
existing Rte. 101 eastbound connection.
Construct SW Line and portion of SE Line.
Widen Borel Creek structure. Construct
DS Line.
NOTE: "ELECTR/CAL STAGE CONSTRUCT/ON" PLANS SHOW ONLY THE ORDER
OF ELECTRICAL INSTALLATIONS. FOR ACTUAL INSTALLATION DETAILS,
SEE "HIGHWAY L/GHT/NG" AND "SIGNAL AND L/GHT/NG" PLANS.
ELECTRICAL INSTALLATIONS NOT SHOWN ON THE "ELECTRICAL
STAGE CONSTRUCT/ON" PLANS SHALL BE AS DETERM/NED BY
THE ENG/NEER.
STAGE I
ELECTRICAL
STAGE CONSTRUCTION
COMM OCCIE424sf (MM. 11/111)
FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES 1 1 1
134651
x
x
1
r
1
1'
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co
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B
f
Note : This p/on accurate for electrical work on/y.
4
;See foundation detail
on Bridge ' Plans.
03161.
4/
x;
B
/i
Di41.
04
Coundy
SM
DATE APPROVED
14-42
bus.
92, 101
Pr Ma
TOW P..Iw
7/19/T12.9, /1.9
s_ Tad
N. age
/07
STERED ELEC.ENGINEER
NO art Re
October 26, /98/
.r,
499
B
STAGE I
ELECTRICAL
STAGE CONSTRUCTION
SCALE: I" = 100' E - II
FOR REDUCED PLANS
0
1
2 3
1 f 1
04210
134651
PORN DCO6121iMme. W W M
•
ORIGINAL SCALE IS IN INCHES 1
iana..ao awcwow
Oat
STERED EL EC ENGINEER
X
x
x
x
X
F949R» T
6 y
Ye 4
7x ?
Bar (see E-/5) .
STAGE IC
ELECTRICAL
STAGE CONSTRUCTION
SCALE: 1" = 10 0' E-12
PIMA 000E -024C n (RN. 11 /rn
FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1 1 1 1 1 1 I
1 2 3
04210
134651
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x
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1
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1
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See Sta}e g: of. "EL ECTR/CQ , ?E
,/STAGE CONSTRUCTION ; (E I7) o ;.s
fl;y
ca
S/GN NO. 550594
Note This p/on accurate for a/ectrica/ work on/y.
4,1
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M..
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2M.n.
04
SM
DATE APPROVED
92
101
T/19/T/2.9, /19
/09 199
STERED EL EC. ENGINEER
NO £098
October 26, /95/
k
.. µ.-
,d
:4
•
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ELECTRICAL
STAGE CONSTRUCTION
SCALE: 1" =1001 E- I3
POW RCWR12+►OW. 11/71)
FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES 1 1 1 1
04210
134651
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DATE APPROVED
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ISTERED ELE�E MEER
Pip,
October 26,, /95/
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8
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STAGE III
ELECTRICAL
STAGE CONSTRUCTION
499
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FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1 1 1
1
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DATE APPROVED
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04 210
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DATE APPROVED
REGIS ED ELECT. ENGINEER
p40. 2Of8
October 26,193/
• i
SIGN NO. S3082M
l0
STAGE Y
is
3,4
ELECTRICAL
STAGE CONSTRUCTION
FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1 1 1
1 2
134651
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NOTE: This p/on accurate for e/ectrico/ work on/y.
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REGISTERED ELECT. ENGINEER
NOa98
October 26, /98/
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...yr�
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STAGE Y
ELECTR I CAL
STAGE CONSTRUCTION
SCALE: I" =100' E_ 17
IOWA OGCE-4Hf 11 /71)
FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES 1 i 1 1 1 i
134651
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DATE APPROVED
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144,1 PAIS
T119/772 5,1/.9
Ocfrther 26, /98/
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STAGE Ia
ELECTRICAL
STAGE CONSTRUCTION
Tad
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499
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FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES 1 1
134651
Dist
County
louse
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NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.
DRIVE.
Or
04
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92 , 101
T//.9/T/2.9, //.9
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499
#tri
O o9-0INEER
NO�/Sl
DATE APPROVED October 26, /95/
•
....
'-.-
..........
STAGE I
ELECTRICAL
STAGE CONSTRUCTION
SCALE: I" =100' E - 19
FOR REDUCED PLANS 0 1
ORIGINAL SCALE IS IN INCHES 1 I 1
2
3
04210
134651
IOWA DC-0E412Jf (MEV. 11 1711)
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•
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SYSTEM NO. 8189 M (480V.)
03283T
D3282T
/////7/1/74;
:.:1oF:
4i. .. . . .
1
03/66 03/65
03/64
WN LINE
5
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S 192, 101 T//.9/T/29,//9
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DATE APPROVED
/M Mks
T1rel h}t
REGISTERED ELEC. ENGINEER
No a09g
October 26, /98/
Sea
Mw
1/6
•ee
499
f•.
.......
... US
+z '
ROUTE 4 101
co
•tr/
STAGE 711 CONSTRUCTION
0
TRAFFIC: During construction of the EE Line, all 19th Avenue
eastbound and westbound traffic lanes will be closed.
Alternate routes of travel include utilizing
East 3rd Avenue I/C, East Hillsdale Boulevard I/C,
and Rte. 92.
CONSTRUCTION : Obliterate eastbound Rte. 92 median crossover
connection (DCO Line). Construct CN Line.
Remove existing 19th Avenue structures. Obliterate
portions of 19th Avenue connection. Construct SC Line.
Complete construction of EE Line. Complete construction
of WS Line. Obliterate portions of southbound Rte. 101
collector road. Complete construction of B3L Line.
Complete construction of EN Line. Obliterate portions
of northbound Rte. 101 collector road. Complete
construction of the NN Line and WN Line.
STAGE _I
ELECTRICAL
STAGE CONSTRUCTION
SCALE: I" =1001 E-20
110110111110011424F NV. 11 /71e
FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES 1 1 1 I 1 7
04210
134651
1•41$11110041111111001.04111P
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Connect conduit /o the conduit installed during
ELECTR/CAL STAGE CONTRUCTTON, STAGE _r.
(See E-//) ins/o// 2#6 between pu// boxes.
R
123063
*3Y
„ <' Remove
.. .., Structhlse'
.;::-.:: s :'-': Tk*
fM_ ....tiz'
R$
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Connect conduit to the conduit installed
during EL ECTR/CAL STAGE CONSTRUCT/ON,
STAGE V. (See E-/6)• install 2#6
between pu// boxes.
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SEE E-// AND E-20
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Dist.
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Root.
►.. MR..
Total had
$ ... Tool
04
SM
92, 101
77/9/T/29,//9
//7
499
REGISTERED ELECJ.JtICAL ENGINEER I
No Fang
DATE APPROVED
October 26, /98/
WORK /N TH/S AREA SHALL BE
DONE DURING TH/S STAGE.
FOR DETA/L S SEE E -9.
B
STAGE yII
ELECTRI CAL
STAGE CONSTRUCTION
SCALE: IN = 100' E- 21
MINA DCcbn4sPet 11/7R)
FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1 1
1
2
3
134651
0I
COUNTY
ROUTE
POET NILES—TOTAL. PROJECT
T119/7/2.. 9, //9
T
04
SM
92 5 101
/18
NEM
499
EXISTING TYPE 31
LIGHT STANDARD
MODIFIED TYPE 31
LIGHT STANDARD
/67 "�
m= rh
FRONT
36% "ot 4S'
POLE TOP MOUNTED LUMINAIRE DETAIL
Fu//
pe ,efra/ion
DESIGN ENGINEER
DATE APPROVED
1
A
VIEW A -A
LUMINAIRE ADAPTER DETAILS
1/
/ 2x 92x 0-
2
2 Ora, ,';o/e
ir, cvo go/ate
1
N
27 0Sfd pipe
Ex,sC^a 22 ho,e
SECT ION B -B
VIEW C -C
ALTERNATE LUMINAIRE ADAPTER DETAILS
tt SIN
57bntio d PJbn Sheet Ala
Detail No.
NOTE
THE CONTRACTOR SHALL VERIFY
ALL DEPENDENT DIMENSIONS IN
THE FIELD BEFORE ORDERING
OR FABRICATING ANY MATERIAL.
DESIGN
ic-i 4 e
2-
hecked
3 -
DETAILS
QUANTITIES
B
4RE.4C 2 80
herked
fker
(-het ked
2-90
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
State o
CALIFORNIA
DEPARTMENT OF TRANSPORTATION
0
STRUCTURES - DESIGN
PROJECT [`` /�
ENGINEER C.pAL /-1/ Air7zo4
Cu 04210
w0 134651
BRIDGE NO
POST MILE
1.L, 3-G 80 756
REGISTERED CIVIL ENGINEER NUYPER
October 26, /98/
0No/e /n %2 p/ofe
to receive e/bow
No /e /of 4
A/o /e•
AJew /-f 5. cap screws are required
if $10 NC X 2* cap screw or Con/ractor
4h'x // "./C x 2"cap screw } to vcr/fy
washers vrc re gu/red „v,7%, -fg 0
cop straws,
1" / ,/
.32x K2 93 Ova/ horn in 2 plate
grind edge tor/cull/1/2g wire
't 0 Hole /of 4
Notes:
Ind/c4/es existing
2. Fi%iet �e/ds are unless
note° o/nerwise.
3. -4a/von/Z/17- to Conform /0
standard specil ieo/ions.
4. Torquing, of' high slrengfh cop
screws not required. E-22
NO MAST ARM LUMINAIRE ADAPTER
1
FOR EXISTING TYPE 31 STANDARD
FOR EXISTING TYPE 31 STANDARD
DIsr4ard prim= hearing r•arInr rr5l+urn clan
REVISION DATES (PRELIMINARY STAGE OILY(
*MET
DIST.
COUNTY
ROUTE
POST MILES PROJECT
No .
—TOTAL
04
SM
92,101
T/l9/T/2.9,//9
//9 i
499
64is/inq
Lam/9airc
30 D /~?O d /op creel s/ec/ arni
Tip of
Tenon-��
Cu/ /in e vanes
eo'-0"
See Pp e Tero„
De/oi is
9/2"
Chased ou//e/
for e/ec/r/co/
conduc/ors
/0" Bo/i cite/e
ice 972x /°x o'-912
NE VV AR M
L__
Pole
/Vew /-/i 9h Pressure
So diurn vapor
01 /2 o/re
See Deb i / A
EXISTING STANDARD
/s/6 #91 Ho/es
PLATE
eo=o"
New or So/voged
Arm �So/vogcd orrn
is s own)
Pole
See Dela,/ A
1..
_
4"
e
C'
kcj
MODIFIED STANDARD
See No/e 1
Existing
Po/e p/o/e
Exi ,s/m9
543 // A/c x2%2
ll
/q. ar 334' /O NC
x 2/2" /9. Cop
screws see
Notes 2 and 3
3//e,' rmn./
A/ew %' qo/vor2ized
2 'Std pipe,
Tenon chQseo/
for wire
protection
S/off /3//G19x /" m oA or
ream to hs// 4 '0 hole
1/ re9uxred. (flame
cutting not permitted.
MODIFIED EXISTING ARM PLATE
A/o/e- n be used w/tA new arm
r For ce/C///s Ito/ .SAO r) for new o'rn7
sea Type 3/ 4'gb/in9 Siand Ord sliest
E S - o,0 / r7 S/on lard P/on s .
(OPTIONA L
/O°
1
tl
`o
/I/4 d or
%8''
/ I.-
I
/) 1T1-1
JAI--
Existing
orm plate -- -i-
Chosed ou//e/ /or LiI
e/ec/rico/ conduc/ors
DESIGN ENGINEER
DATE APPROVED
DETAIL II A EXISTING CONNECTIONS
20i f a g Po/e
8`
-Leve/
�� L umin oii�s
orrm
"ire
Exi ti»y arm L
NEW TENON WITH SALVAGED AR M
20' to Pole
3-9281 ?ca.
REGISTERED CIVIL ENGINEER NUMBER
October 26, /98/
EEx/s7Iin 9
po/e piole
Level
Ga/von,zed new a
s/G Edges of hole cosed
for wire pro/echo,'
7:0"
//770
3�1
CExistiny 4/"m L
SALVAGE TENON WITH SALVAGE ARM
PIPE TENON DETAILS
1. ,.THE EXISTING 30' OR 25' MAST ARM MAY BE SHORTENED BY SALVAGING AND
MODIFYING OR PROVIDING A NEW 20' ARM. NEW OR SALVAGED LUMINAIRE
MAST ARMS MAY BE INTERMIXED IN ONE INTERCHANGE.
2. CONTRACTOR SHALL PROVIDE NEW GALVANIZED HIGH STRENGTH CAP SCREWS
IF THE ARM IS LOOSENED OR REMOVED. CAP SCREW SIZE TO SUIT EXISTING
POLE PLATE. NEW CAP SCREWS SHALL BE TORQUED BY THE TURN OF THE NUT
METHOD, ONE THIRD TURN FROM THE SNUG POSITION. CAP SCREW SHALL
ENGAGE POLE PLATE FOR A MINIMUM LENGTH OF ONE DIAMETER. WASHERS SHALL
BE USED IF 5/8 CAP SCREWS ARE USED IN SLOTTED OR 15/16" DIAMETER
HOLES.
3. THE CONTRACTOR SHALL VERIFY EXISTING CONNECTION DETAILS BEFORE ORDERING
OR CUTTING ANY MATERIAL .
4.
INDICATES EXISTING STRUCTURE.
5. TREAT NEW WELDS AND CUTS MADE DURING MODIFICATION AS DAMAGED AREAS.
SEE STANDARD SPECIFICATONS SECTION 75-1.05.
E-23
DESIGN
By
E. Hiker
II VM Checked Vet/
,I )
E. Aker '/e/ CALIFORNIA
DETAILS
QUANTITIES
DS D139
BY ,.� /.e-.� ' Checked
By
Checked
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
State of
DEPARTMENT OF TRANSPORTATION
BRIDGE NO
STRUCTURES - DESIGN
TYPE 31 LIGHTING STANDARD
E.-0AI! 1
PROJECT ENGINEER
CU 04210
WO 134651
POST MILE
4 nz04
REGISTERED CIVIL ENGINEER NO
MAST ARM MODIFICATION DETAILS
Disregard prints bearing earlier revision dates
REVISION DATES (PRELIMINARY STAGE ONLY)
la* i'lltigiP1/4
SHEET
OF
X
x
1
1
D. E. CONNOLLY
8
1
O
•
u
S. H. YEE
1
d
1
V. H. WAIGHT
1
1
S. BAUMAN
1
1
1
V. H. WAIGHT
_
/0"/ong x1/2" wide stainless
steel strop with worm gear
drive.
70 watt HPS starting aid
with #/6AWG SFF2wiring.
8 MFD capacitor with
grounding resistor
and wiring.
New and existing flush soffit
/uminaire housing.
254" height mogul screw base
porcelain socket.
Reflector
70 watt HPS lump
Refractor /ens -
NOTES:
I. For installation details, see ES -7E.
2. Soffit Luminaire shall conform to
Section 86 - 6.03,°Soffit and Wall
Luminaires and Lamps;of the
Standard Specifications.
,I
II
I I
1 1 1
SECTION A -A
PLAN OF BOTTOM RING
Mounting bracket, see detail
on this sheet.
Five section twin screw
terminal block with quick
disconnect mole blade tabs.
70 watt HPS ballast
with 90' elbow
mounting bracket.
1/2" slot for strop
for interconnecting
wire with rubber
grommet.
%6"th/ck asbestos
insulation.
\t
54
%2"Dia. ho/es on
bottom of plate.
oaf
TOP VIEW
8"
5"
loot
%2" Dia. hole with rubber grommet
for interconnecting wires.
5/ie"slot and 5/e"die. ho/es on top
plate for mounting.
5/ ho/es
2//2"
8"
:if It)
3/6"Dia. /amp socket mounting holes.
Not
1
277
lie via! bo/last
2//4 " J mounting ho/es:
43/4"
L_/%4
k, /3/4"
"
tett
9
L 2'/e"Dia.
el
FRONT VIEW
240
208
/20
Capacitor
COMMON
8
A
L
L
A
S
T
� =t
go
3//s"Dia terminal block
mounting holes
MOUNTING BRACKET DETAILS
Note: Mounting bracket shall be fabricated, with
V16" thick sheet metal.
Starting aid
2
WIRING DIAGRAM
HPS /amp
SIDE VIEW
DMA.
County
Soule
Post Mlles
Total Project
3—
TMd
Shea
04
SM
9
DATE APPROVED
2 , 101 T/19/T/2.9, // 9
/20
499
REG ERED ELECTRICAL ENGINEER
NO 02098
October 26, /93/
MOUNTING BRACKET ASSEMBLY
Spot we/d
FLUSH SOFFIT LUMINAIRE
NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.
Scale: 1/2 II = 1 I
E- 24
FORM HD 92 PF
04210
134651
x
x
x
x
a
t
a
a
-9--
3
4
1
7
IF
5
5
NN LINE
c
SE LINE
7
8
P
6
7
8
SW LINE
R/W
7
1
F
240
9
c F
-250
- SC _UNE
40
9
3
4
1
2
T�
4
i
N
N I�
i
i
9
5
/
I
1
7
Dist.
04
County
SM
Route
92 , 101
Post Miles
Total Project
Tll.9/T/2.9,//9
Sheet
Na.
/22
Total
Sheets
499
DATE APPROVED October 26 /981
stered Landscape Architect No. 1 696
770
4
►-
2
designed by tANC7 checked
' drawn by t7wG
calculated by twvo
Gil s
CALIFORNIA DEPARTMENT OF TRANSPORTATION
LANDSCAPE ARCHITECTURE SECTION DISTRICT 4
PLANTING
scale :1"— 501
project no. 134651
number
E P-2
DISREGARD PRINTS BEARING EARLIER REVISION DATES
x
x
x
x
V
W
Q
t
2
1
3
10 5A4•1 rizAke4.5040
4
C4 LINE
5
6
7
8
4
9
5
SE LINE
750
F
2
1 VAC,. rGI.
HWy /o/
3
4
OW
C ou my
Route
Pon Milos
Torol Project
Sheet Tole!
No. SI.e.Y
04
SM
92,101
7I/. 9/T/2.9,1/. 9
/2/
499
Re. st. ed Landscape Architect No. 1 69 6
DATE APPROVED
October 26, 193/
5
6
7
8
9
230
9
NO f et
U IAI-L A. MINIMUM Or .9
t- Cpl% 5- 'i AVt;i-1-�I' WD.1'
ANT AUX Viz)/ I,.A e) f7 & MINIMUM .Or
Io r cra ANI7 wAl-I-3.
Z. &Hf&)l3S ( (INIA ) SH4.1
x-17 A MINIMUM Cr I r � S'11E-
Gc �L-t _, WAI-L-t �Xl NGI K�S, A Nt7
epci NCI r'sNG .
3. NIA -1 bI4A -1- rLC.1%tr-t7 A., MINI -
MUM or 10 roerr From ....itir.. or dida)tait5,
Wita.s3 v. -pc' INC.1 for
.. . T �9;2s' ' -NO
4 NEW
11/4Nt7 -N9 -11r'.
R/W
rT us -T- ANn
SW LINE
8
GI{zour
sim }eta-
Z�ArAhIIGAI— hIAA•'I�i
COMMON NC.M�
.4
I-IlI- site-
VIA. X t2 H
I�A�11J
51Za•
Gc7MM !--14.-
�IV ILIZ
AMV-Nt ME -N-1 1LATION
W917 61-11r5 lyr1GA1.-
(MUIiU-I)
teMAlaizt
A
AGALIA LONGiI 'OLIA.
51I71•1' GIDI-G tv WAT'Lii
GI4.L
16"fix &I
2' 0
L.r
15'06.
13
�l-IGtV- U5 r2z-yf•NTH-iM05
SIP,/ g- % f CIUM
10
A.5 tI-I2WH
T1�
Hy fOteUM 1�4. fUM
N.L.N.
32-
20' O.G.
N. G. N.
8(0
12' O.G.
sl-110-U13
VII3Ur-UM 012,'1sTI5eIMUM
5W�1� VI&1ttNUM
11.t4.1-
21
20' O.G.
13
MIUrca-o•
-17-FLOWr-r-INc1 CIA
(o
CIE Ad7M17 rjsa.rILI- M4 -IAI-
desicned by
drawn cy
calculated by
t7WL
chockec
0
CALIFORNIA DEPARTMENT OF TRANSPORTATION
LANDRCAPE ARCHITECTURE RECTION
DISTRICT 4
PLANTING
scale : 1"= Ho'
project no. 134651
number
P -I
w
6
DISREGARD DRNTS BEARING EARLIER RE 'SION DATES
x
A
i
5
2
¶O AN riZANCISCAO
C4 LINE
3
4
5
F
6
7
r' -...
psy
I t-IGi,6TION ouAkrrrriwo
mroefirrioN
UNI'r
GZZI tAN"r'TY
Z
x_
e
rr yoo
YZII r r1G
%q_l' itG
1" ,LA�I G
I ll rLfrIG
'Yip ri--,A•s"rIG
ill `9-1/
V
5° foI.b.7rlC
r
r
r
r
e
r
L.r
L r
L.j✓
L.r
1,.r
1...1....r.
L.r
176,0
400
10°0
ZZO
100
n
II20
e9GH
V 9LA pc.
r
L.r
140
(r' rl Ilti JAN rl 51 ANN ON 'THIS
LINI% reCr rrrpoN
°r WO K I5 A rINAL �A(
OUt%NTr{Y
8
0
4�ro
Dot
04
County
SM
Row•
92, 101
Port Miles
Total Protect
T//.9/T/2.9, /19
Regi ere• Landscape Architect No
DATE APPROVED
Ocfober 26, /96/
Sk•M
No.
/23
Tore
Shoe
499
IC96
Nwy /0/
9
SE LINE
5
. . . . . . . . . . . . . . ..
NOT S
750
6
2
3
4
5
6
7
8
I. Ti G 1!'U151sL ID LIB 13� ULI� U l Wr1H ,VZ u
I.}�. c 4N<-c9'ION. �1Jt31g1 S SII�i�L HAW A
t71SG1 lA�2fl� Cr 1.7 (il°M ± 5% AT ''N rINC� ire -
s.q - Cr 15 r&.I. ± . euts lil -S s1-164-1- r- Or °L,69-IG
MAlrizIAL, /6.NI7 I21 AM MI -OWN.
2• 1 .e vAW o a N 1I G M GGZ�Li l l l o
C�i I SALL�D A MININIVI`�I E-4701
3. ALL UNLS G3 r_17 51-IALL 1 Y2." SIZE.
fINGI ALL fs. MI N I MU
or b rn rroo ¶ Nv-s r-xis-rnNci T s AH17
5 LOC,/crION Or fA°Sr1G rr, (tu L -y LI1JPi��`�'H zio
15 121AE12. M e -><ACT LLt ION �0
t T IIN FICIt2 hIG11NI ' .
IS r0 AV0112 b NGl AfJI' e74.1711 ,1
f 1. -AN -FIN AN12 1 1C1iON IrrICIATIoN -1-ill .
9
230 9
SW LINE
8
1
1
•
•
cA
H
1
r
Z° MANUAL GONtFOL VALMe-
Gou'G C.cuijLLINC.1 vz -v - IN vALv- rzo' -Tor
z" z -7 -Now A55E.M I3L`( wt -r44 ENGLOSuR.-E
5" WAr- 151 O11 -1 97-s
T"'I
�1 I Zoo)
-•- - rI TIG plrr- (wrrLy qo)(S Nv1 rs 5 E 4,)
17r.-Nom-ro COMMON T iH
designed by
drawn by
calculaLH- 1 by
ITMG cF E'c,kFd
twvo
I2WG
Lfi
(.(.f/ V W V
CALIFORNIA DEPARTMENT OF TRANRRflRTATION
LANDSCAPE ARCHITECTURE RECTION
r
IRRIGATION
scale : 11= HO
project no. 134651
r
DISTRICT 4
r
r
number
I -I
6
1
JISREGARS "RIM'S ARPNG EARLIER R . S00N .:AYES
C3 LINE
Tirsit
1 ,.
3
4
'f
2
4
7
8
WA5NINGfVN STraT
9
760
15'Wizfrirr "T°
ANNt7 GONvirvor
'O Hie
6Y [
1!W:-1-111-.117
�iXiepHC1 SII iW�4I�K
NWT' /o/
2
ri-A-wi N7
y2
To 5o.,•1 JO
2
3 4
5
6 7
8
9
Dist
County
Route
Port Milos
Total Projnt
sh..t
Total
04
SM
92,101
7719/T129 /18
/24
499
tered Landscape Architect No. 1 L91
DATE APPROVED
October 26, /98/
770
designed by
' drawn by
calculate:. y
checked
�
adtrans
CALIFORNIA DEPARTMENT OF TRANSPORTATION
LANDSCAPE ARCHITECTURE SECTION DISTRICT 4
IRRIGATION
scale : 1"= 50'
project no. 134651
t. number
I - 2
DISREGARD PRINTS BEARING EARNER REVISION DATES
Di.t.
County
Route
Post Mile.
Total Project
Sheet
No.
Total
Sheeh
x
x
X
eN
Q
t BLOCK
4-
RISER
_N
t
P1 AN
14"
5141. 3/2tt 5�4t.
ffe-
4
41
SWING
JOINT
a
FINISH GRADE
GALV. STL,
RISER
SECTION- ELEVATION
PORTLAND CEMENT
CONCRETE
VALVE PROTECTOR AND CONNECTION
FOR QUICK COUPLING VALVE
One Complete Riser
and Swing Joint Assembly
PV.C. SCH. 80
90°EL
4" PV.C. SCH. 80
NIPPLE
PV.C.
NIPPLE
/7- TO QUICK COUPLING
/ VALVE
'1(
SCH. 81)
40 1
L ��
PLASTIC TE
iE PLASTIC PIPE
SUPPLY LINE
P E R S PECT/VE
1' r-ALV. STEEL
t H ERSO
PVC. SCH. 80
90° EL
" P.V.C. SCH. 80 NIPPLE
1
PVC. SCH. 80-90° EL.
1
RISER AND SWING JOINT ASSEMBLY
04
SM
2,101
T//9/7729, //.9
/25
499
Reg' to -d Landscape Architect No 1696
DATE APPROVED
October 26, /96/
(3) 1/4 STEEL SWING HASPS
WELDED TO FRAME
(2) I/4"STEEL LOCK
SWING HASPS WELDED
TO FRAME
INSTALL (2) 5/16"HOLD
DOWN BOLT ASSEMBLIES
AT EACH SIDE a END OF
ENCLOSURE
4"THICK CONC. BASE
3"
FINISH GRADE
NOTE:
THERE SHALL BE A MINIMUM OF 4" CLEARANCE BETWEEN ENCLOSURE AND ALL
SIDES OF BACKFLOW PREVENTER.TEST COCK SHALL DISCHARGE TO FRONT OF
ENCLOSURE
N
oscai
FRONT
I "x1/4" ANGLE IRON
1/2" EXPANDED METAL
BEAD WELD TO ANGLE
IRON
PR 200 PVC
COLLARS
I"ABOVE GRADE
BACKFLOW PREVENTER ASSEMBLY ENCLOSURE
-Pr
��c 1"L
17 �b W-
GHI{x
X 12 rt-Os.N 6014 -
r1.4-X112t-4-
(LOiNGn H D.5 e(?'12)
i2' 11tdsTio
Cr Y� N�
rvG.
45° 3C -1-I
40 - ST FiLL
5' MIN.
MIN.
( Include in the price paid for
Type C Sprinkler)
VW17 GNIre
FINISH
eorrom or
NN
'}O M -i-
4.12..Ar
S INf t 1Y G
NO ALI%i
1�ILL�
HOLe-
WOO7 u -11x.5
�IN15H GRApe
DIZILLt;t7 Holt
bACwriLL
9LJ
IJo SC4I,�
Top or ROOT I'AI.L 1"
ar3ovc rXIST. &P-AOX
e2cTroF\ Or 1540IN 1i"
Pr1.01V CXIST. G-ADr.
4
Otz ?�A61N 0Ln
e12E
1-11Y1-.
FINISH GRADE
emorniir
PORTLAND
CEMENT
CONCRETE
THREADED SCH. 80
PLASTIC NIPPLES
PLASTIC COVER
UNION
P.V.0
------1
ANGLE
VALVE
—
• 2"MIN.
FROM
VALVE
P.V.C.- raa4 1iN
/7417/
C : FLOW
PLASTIC PIPE —21
(SUPPLY LINE)
SECT/ON
VALVE BOX FOR CONTROL VALVE
designed by
drawn by
calculated by
checked
etAfrarts
{�vG.
7'O VA -
PLAN
One Complete
r Filter Unit
2" FILTER .24"X 2..&"X I"
4, UNIT T
rr Y
LLL
UNION - SEE NOTE 2
" FILTER UNIT
I" G.S.P
_One Complete
Backflow Preventer
NOTES:
I. -ALL PIPE a FITTINGS ABOVE
GROUND SHALL BE GALV. STEEL
gx rr At' rOf$d
2. -IF NO FLANGE, INSTALL UNIONS.
3- BASE OF THRUST BLOCK SHALL
BE MINIMUM 2 SQ. FT. IN AREA.
4 -IF SOIL UNDER BASE OF THRUST
BLOCK HAS BEEN DISTURBED,THE
SOIL SHALL BE COMPACTED TO 95%
1(
I
FLOW ,
r
FLANGE
N
GATE VALVE (TYP. OF 3)
-UNION -SEE NOTE 2
eve. qirrtEES ° iffoo� bi i t�l�l�')� O G fit?
gie, MIN. l' Gi-4 f?S
G GONG.
In #3 RE -BAR
-•l k-- 2"
1)
"
SECT/ON/
CONC. THRUST ELEVAT/ON
BLOCK (TYP. OF 2)
FINISH GRADE
BACKFLOW PREVENTER ASSEMBLY
CALIFORNIA DEPARTMENT OF TRANSPORTATION
LANDSCAPE ARCHITECTURE SECTION
DETAILS
DISREGARD PRINTS BEARING EARLIER REV SION DATES
scale : none
projecu no. 134651
z
12"MIN.
C or2)
�/.G.
NIfLY=
PLASTIC PIPE
(SUPPLY LINE)
ADAPTER
DISTRICT 4
number
s D - II
Awl
s-'
1
X
X
X
x
0
0
a
0
0
Deign Enginwr
8
$
1
:Gas
Water
Sewer;'
Te/e,o4one . Poles"
Telephone:! Poles (Ren)oye'
Abandon xrst/rig toc//ify
Power Po:/e s (.!P !ordain/ Pole)
Conduit and Cobh?
Electrical Overhead
Temporary (Shoo -Fly)
PG and
California Wafer Service Co...
City :of San Ma/ea
PT and T
PT and TQn PG :a
P7` and T
PG and E
PG and. -E
i
4
NOTES
Existing utility location are aporoximale on/y
new or re/coaled utility positrons /troy be other /haw shown,
R/W
6
A// of//;ties as shown herecon.:are Yo be abandoned,
removed, re/oco fed or ins//led b yothers
i
SW LINE
NW
831 LINE
8
(1Vork:7to 6e alone 6y OM/ers)
expose and/nsr<a//
protective concrete cap.
1
9
4. 4
54
DiN.
04
County
SM
Rout.
927 101
►.I Ma.,
Told Project
T//.91T/2.9, /1.9
ant
►r.
126
Tad
Sins
499
DATE APPROVED
REGIST :.'. CIVIL ENGINEER
NO /!o / Jr
-Or 10APr 26, /98/
370
4.6
a
35
4e
31- Dt//erence in elevation be/ween
existing 9Toond..and /op of duct
To be lower or protected by
concrete cop, by PG pnd E , ..
3.8
V
This plan accurate for
Utility Occupations only
UTILITY OCCUPATION rf
SCALE: Iii = 50'
2
FORM DCOE-92-PF
ENGR.
REV/A.dN.BY
CHECKED By
/2-18
8o
FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1
1
2
3
134651
C 412/0
awc •M -OZ
/ % 4
A84/2
X
X
3
X
0
Approval Recommended By
0
0
Deign Engineer
8
project Engineer
f t{
\`
Dist.
County
Route
Pod Milos Shat MS
Total Project No. awe
04 S M 92 , I0I T//9/T/2.9, //.9 /27 ¢99
DATE APPROVED
134651
f
ER
RE TERED CIVIL ENGINEER
NO /l0 41/5
October 26, /98/
This,;plan occurate`tor
Utility- Occupations only
UTILITY OCCUPATION
SCALE: III = 50'
2
3
FORM DCOE-92-PF
NGR. skt
REVIRBBI.BY
CHECKED BY
/-S
8/
FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1 I 1 I 1
1
'8-2'
L1
1102a 1!a -05P
Sr 92_ a St- ZS8
B-3
X
x
x
N
\ •
Br Bent
Abondoo"_moire '9
PT$ T 6-
260
Br,Ben t
3,3 Foot/
_ Br Ben/
is "NE Br Sent
Et _ — — — _ /2 /ye
,47-
25 Utility Easement
E
rc
W
0
J 32 6' act1/2t
� 00f/ j9
Bra Ben
3311E
6"Duct
County
Post Milos
Total Project
92 , 101 T//.9/T/2.9, //9
P- a"JECT EN' ` ER
DATE APPROVED
0'
REGIS RED CIVIL ENGINEER
NO /‘ 44/.5
October 26, /98/
i
• V,:
This plan accurate\ `fo
Utility Occupations D11 "�
UTILITY OCCUPATIO\ 4)
SCALE: 1 - 50'
-------------------------
4
0.8
Total
Shan
49
f
FORM DCOE-92-PF
FOR REDUCED PLANS 0
ORIGINAL SCALE IS IN INCHES 1 i 1 i 1
1
2
3
134651
eme2 rm—env
m-�
8r 4
X
X
X
X
Recommended By
0
co
0
0
0
X D\
\ \I"\- \\I
c
REV/MON.BY
FORM DCOE-92-PF C6ECKED er
Project Engineer
4
5
6
83 LINE
7
R/w
8
9.
280
Dist.
County
Route
Post Miles
Total Project
Sheet
Total
Sheeb
04
SM 92 , 101
T/19/7129 /19
/29
4199
PR.: CT ENGI 'tR
DATE APPROVED
REGISTERS CIVIL ENGINEER
NO /6 4-/S-
Oc/ober 26, /98/
fl.
CM NE
. .. ... _. :.. ...-. .. .. . .-• ._.. . _..
Y
•
NGR
/2- /9
80
J
FOFR REDUCED FLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHE l 1 1 1
•
.1N
et
.7.h.is..::plan ...:gccurate for
-.utility Occupations .only...
UTILITY OCCUPATION
SCALE: Ill = 50'
134651
L34
e SILO_av
e,s
8-6
x
x
x
0
Approval Recommended By
0
Design Engineer
Project Engineer
1
781
61
_ 6- ¢ "Du
"oadon 6.
Gos
1
1
/
Uti/ity Eoserhent
-o
PG&E
S /ice Box
1
01
91.
I
11
t
.1 1 1 NW LINE E_ I--� i
II .. . \ . . ..
�.— 9 X60 :_ � � _.._ . .. 1 : .. ...
1
3/4
�.-PG � ;E A 6 x 6 '- 6
7:-.19/77:12,11: —7-
1 St,c-e...13ox
1
1 f 1
�g Ca irry _ ::1 1
` with 3 6 "oUcfs 1 it -4 „Ducts 1.
�1 1
.. 1
I t
1
1
E/ectrica/
Overhead
/5' Utility Easement -3__.
1
PG&E
5p/ice Box
2-4"Ducts
6
4
RI*
PO& E 4'-6"x B'-6"
Sp/ice Box
3
C3 LINE
79.0
3
Dist.
04
County
SM
PROJECT
Route
92 , 101
DATE APPROVED
2
NEER
Post Mils
Totol Project
77/.9/T/2. 9,// 9
Sheet
Pk.
/30
R ISTERED CIVIL ENGINEER
NO /6 e/
October 26, /98/
Total
Sheer
499
4
This plan accurate for
Utility Occupations only
UTILITY OCCUPATION
ENGR.
RE /ABOR.BY
6KEL.
/2-23
FOR REDUCED PLANS 0
SCALE: It" = 50'
FORM DCOE-92-PF
R CKEDBY
8o
1 2
3
ORIGINAL SCALE IS IN INCHES I 1 1 1 1 I I
134651
042/0
an}.Eco rm - csE
C18 (See note 7)
ti
C20
Overlay (As appropriate)
Cones 50' max. spacing
Toaccompany pions doted October 2t /98/
Cones 100' max. spacing
%1\
•
•
•
• •
n
•
•
•
ti
\(See note 6)
I/
•
Min. 200'
Signs 700' to 1000' apart
Min. 1000'
(See note 9 )
C30
Median shoulder
Dist.
(.aunty
Route
►ev Miles
Total Ptetect
Skeet
No
'owl
Sheets
04
SM
92,101
T//9/T/2.9, /19
/3/
499
CHIEF, OFFICE OF T(AFFIC
REGISTERED CIVIL ENGINEER NO. 11210
Approved
L
• • •-- ♦- 1- -f —0
•
taper per lane closed
Shoulder
One flashing arrow sign
for each lane closed
(See note 10)
LANE CLOSURE
Median shoulder
(See note 6)
Shoulder
•
• • • •
• • • •
•
• •
ROAD
CONSTRUCTION
AHEAD
or
C 18 C24
(See note 7)
NOTES
100'±
200'±
100'*'
Cones 25' max. spacing
Work area
Cones 50' max. spacing
SHOULDER CLOSURE
1. Median lane closures shall conform to details
for outside lane closures except that a"LEFT"
overlay shall be placed over'RIGHT'on the signs.
2. Full time maintenance shall be provided for
traffic control devices on all night lane closures,
or daytime closures exceeding 1 mile in length
including the taper.
3. Duplicate advance warning sign installations on
opposite shoulders are not required for daytime
operations if at least one-half of the available
lanes remain open to traffic.
4. All advance signs for work during hours of
darkness shall be illuminated. Other signs
,shalbbe either illuminated or reflectorized.
5. All advance warning signs for closures shall be
48" x 48" minimum or larger unless otherwise
specified in the Special Provisions.
6. All advance warning sign installations shall be
equipped with flags for daytime closures or
flashing beacons during hours of darkness.
7. A C23 " ROAD WORK AHEAD" sign may be
used in lieu of the C18 when approved by the
Engineer
8. A C13 "END CONSTRUCTION" or C14
"END ROAD WORK" sign, as appropriate, shall
be placed at the end of the project.
9. Place C30 sign on flag tree every 2,000'
throughout length of lane closure.
TScale
Median shoulder
ita Seale
Cones 50' max. spacing
�►
•
1
EXIT
a
74 Scale
G84 (Optional)
LANE CLOSURE
AT OFF -RAMP
10. The first flashing arrow sign shall be Type I.
All others may be either Type I or Type II
unless otherwise specified in the Special Provisions.
11. A minimum 1,500' of sight distance shall
be provided, where possible, for vehicles
approaching the first flashing arrow sign.
Lane closures shall not where possible
begin at top of crest vertical or on horizontal curves.
12. All cones shall be 28" min. height. During
hours of darkness they shall be internally
illuminated and fitted with reflective sleeves.
13. If portable delineators, as specified in Section 12-3.04
of the Standard Specifications, are used in lieu of
cones, the spacing shown on this plan shall be
reduced by one holf.
LEGEND
• Cone
F Sign
y Flagtree
<< Flashing arrow sign
.I,
I
Portable flashing
yellow beacon
Median shoulder W59
C18
(See note 7)
?2a Seale
LANE CLOSURE
AT ON -RAMP
Shoulder
TRAFFIC CONTROL SYSTEM FOR FREEWAYS AND EXPRESSWAYS
MISCELLANEOUS DETAILS
REVISED 7/8/80
T-10
To occompony p/ons doted
TYPICAL LANE CLOSURE
October A1951
om
4-
4-
t
Signs 500' to 750''t' apart (See note 1) sl
omit
• • • •
•
Taper L (See Table 1)
•
150' min.
• • • • • • • • • • • •
•
•
a (See note 7)
/ WORK AREA
I7/,///.///// / / //////
•
•
•1
C23
(See note 4)
NOTES:
1. Where approach speeds are low, signs may be placed
at 300' spacings, and even closer in urban areas.
2. All advance warning signs shall be equipped with flags
for daytime closures.
3. All advance warning signs for work at night shall be
illuminated as specified in Section 12-3.07 of the
Standard Specifications. Other signs shall be either
illuminated or reflectorized.
4. A C18 "ROAD CONSTRUCTION AHEAD" sign may be
used in lieu of the C23.
C20 (Rt)
.I •1
C20 (Rt)
5. A C13 "END CONSTRUCTION" sign as appropriate may be
used in lieu of the C14. The sign is optional if the end
of work zone is obvious, or falls within a larger project
limits.
6. Warning (W) series signs used in work zones shall be
black on orange.
7. Flashing arrow signs shall be either Type 1 or Type I I .
8. The maximum spacing between cones in a taper
should be approximately as shown in Table 1; and,
50' maximum spacing on tangent.
-(NO SCALE) -
9. If portable delineators, as specified in Section 12-3.04
of the Standard Specifications, are used in lieu of
cones, the spacing shown in note 8 shall be reduced
by one half.
10. For approach speeds over 50 mph use taper length,
cone spacing and flashing arrow sign locations
shown on the "Traffic Control System for Freeway
and Expressway Lane Closures" plan.
END
ROAD WORK
C14 (See note 5 )
DIST
COUNTY
ROUTE
POST MILE -TOTAL PROJECT
",w"
^Q;;
04
541
92,/,0/
T//3/7/291/9 9
/32
499
CHIEF, D VISION OF •A FIC ENGINEERING
REG'•S1,kED CIVI, ENGINEER NO. 11210
December 24, 1980
APPROVED
LEGEND
• Cone
In Sign
9 Flashing arrow sign
4m Direction of Travel
TABLE 1 (Taper)
Approach
Speed
(M.P.H.)
Taper Length
(L)*
Number of
Cones for
Taper
Spacing of
Cones Along
Taper
(Feet) ±
0-25 125
25-40 320
40-50 600
Over 50 see note 10
6
9
13
25
40
50
(*) Based on 12 -Foot Wide Lane. This column is also appropriate
for lane widths less than 12 feet.
TRAFFIC CONTROL SYSTEM FOR MULTILANE CONVENTIONAL HIGHWAYS
MISCELLANEOUS DETAILS
REVISED 2/6/81
T-11
TYPICAL CLOSING OF HALF ROADWAY
C13 (See note 7)
END
• CONSTRUCTION
To accompany p/ons doted
REVISED 2/6/81
Taper L (See Table 1)
L L
•
•
•
wIr
150' min.
•
Taper L (See Table 1)
L I L
•
•
C18 (See note 5)
NOTES:
Signs 500' to 750' apart
R,1a
•I
C1
(See note 2)
C21 or C20
1. At least one person shall be assigned to keep full
time surveillance of, and maintain as necessary,
traffic control devices on all night closures.
2. Where approach speeds are low, signs may be placed
at 300 foot spacings, and even closer in urban areas.
3. All advance warning signs for work at night shall be
illuminated as specified in Section 12-3.07 of the
Standard Specifications. Other signs shall be either
illuminated or reflectorized.
4. All advance warning sign installations shall be equipped
with flags for daytime closures. Portable Flashing
Beacons, as specified in Section 12-3.05 of the
Standard Specifications, shall be used at night.
XX
MPH
•
WI (Lt) or
W2 (Lt)
W6 (See note 6)
•
•
•
•
•
• 9 (See note 9)
5. A C23 "ROAD WORK AHEAD" sign may be used in
lieu of the C18
6. Use where directed by the Engineer.
7. A C14 "END ROAD WORK"sign, as appropriate, may be
used in lieu of the C13. This sign is optional if the end
of work zone is obvious, or falls within a larger project
limits.
8. Warning (W) series signs used in work zones shall be
black on orange.
9. Flashing arrow signs shall be either Type I or Type II.
••
• • • •
W / in
/ WORK AREA /'
-(NO SCALE)-
•
•
•
•
a
XX
MPH
•
•
a
•
•
•,
C20 (Lt)
October 2(o, /981
C20 (Lt)
DIST.
COUNTY
ROUTE
POST MILE —TOTAL PROJECT
•c "1%
rrc
04-
SM
92/10/
T/l. 9/T/2.9, /19
/33
499
Signs 500' to 750' apart (See note 2)
cam"
CHIEF, DUVISION OF AFFIC ENGINEERING
REG:SIEHID CIVIL ENGINEER NO. 11210
December 24, 1980
APPROVED
C18 (See note 5)
(See note 9)
W1 (Rt) or
W2 (Rt)
W6 (See note 6)
10. The maximum spacing between cones in a taper
should be approximately as shown in Table 1;
and, 50' maximum spacing on tangent.
11. If portable delineators, as specified in Section 12-3.04
of the Standard Specifications, are used in lieu of
cones, the spacing shown in note 10 shall be reduced
by one half.
12. For approach speeds over 50 mph use taper length,
cone spacing and flashing arrow sign locations
shown on the "Traffic Control System for Freeway
and Expressway Lane Closures" plan.
1m*
END
CONSTRUCTION
C13 (See note 7)
LEGEND
• Cone
F Sign
0 Flashing arrow sign
am Direction of Travel
TABLE 1 (Taper)
Approach Taper Length
Speed
(M.P.H.) (L)*
Number of
Cones for
Taper*
Spacing of
Cones Along
Taper
(Feet) ±
0-25 125
25-40 320
40-50 600
Over 50 see note 12
6
9
13
25
40
50
(*) Based on 12 -Foot Wide Lane. This column is also appropriate
for lane widths less than 12 feet.
TRAFFIC CONTROL SYSTEM FOR MULTILANE CONVENTIONAL HIGHWAYS
MISCELLANEOUS DETAILS
T-12
TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL
C14 (See note 6)
END
ROAD WORK
m♦ 500' to 1,000' apart (See note 1)
•
•0
C23
(See note 5)
NOTES:
C9A
C36
1. Where approach speeds are low, signs may be placed
at 300 foot spacings and even closer in urban areas.
•
2. All advance warning signs shall be 48" x 48" minimum
on highways with approach speeds of 45 mph or more.
3. All advance warning signs for work at night shall be
illuminated, as specified in Section 12-3.07 of the
Standard Specifications. Other signs shall be either
illuminated or reflectorized.
4. All advance warning sign installations shall be equipped
with flags for daytime closures. Portable Flashing
Beacons, as specified in Section 12-3.05 of the
Standard Specifications, shall be used at night.
a • a
L Variable (See Table 1)
Short closure taper -cones or barricades
• ) • •—T • • • T •
(See Note 10)
Y(See note 11)
C30
(See note 11)
5. A C18 "ROAD CONSTRUCTION AHEAD" or
C16 "ONE LANE ROAD AHEAD" sign may be used
in lieu of the C23.
6. A C13 "END CONSTRUCTION" sign, as appropriate.
may be used in lieu of the C14. The sign is optional
if the end of work zone is obvious, or falls within a
larger project limits.
7. Warning (W) series signs used in work zones shall
be black on orange.
8. The maximum spacing between cones should be
approximately 100' maximum along centerline
throughout the length of the work zone.
REVISED 2/6/81
• T •
•� •
•� //////�
WORK AREA
//////
•
•
-(NO SCALE) -
9. If portable delineators, as specified in Section 12-3.04
of the Standard Specifications, are used in lieu of
cones, the spacing shown in note 8 shall be reduced
by one half.
•
10. An additional advance flagger should be considered on
high volume highways where traffic queues may develop.
Flaggers stations for work at night shall be illuminated as
noted in Section 5-06 of the "Manual of Traffic Controls."
11. Place C30 "LANE CLOSED" sign on flagtree at 500'-1000'
intPn''' throughout extended work zones. They are optional
II L„Ile is visible from the flagger station.
To accompany pions doled October Z6, /98/
(See note 10)
C36 T
DIST
COCA',
ROLTE
PAS' w -i -1CIA, PE -I:7
':� '
,' .,,
04
541
92, /0/
T/19/T/2.9 11.9
/34
499
CHIEF, DrVISION OFARAFFIC ENGINEERING
REGISTERED CIVIL ENGINEER NO. 11210
December 24, 1980
APPROVED
C9A
500' to 1,000' apart (See note 1)
LEGEND
C23
(See note 5)
END
ROAD WORK
C14 (See note 6)
• Cone
F Sign
Y Flagtree
Flagger
Direction of travel
t Flagging sign
TABLE 1
Approach Speed
Miles Per Hour
*L
(Feet)±
0-30
200
30-45
310
over 45
500
(*) Increase by 20% on sustained downgrades
steeper than 3% and longer than 1 mile.
TRAFFIC CONTROL SYSTEM FOR TWO LANE CONVENTIONAL HIGHWAYS
MISCELLANEOUS DETAILS
T-13