HomeMy WebLinkAbout1663-S - - - - � 06P
CABLE SCHEDULE GOND. RUN NO.
06
04P 04
01+080VL — — — — �— 06P Q S T Ism
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CABLE TYPE 05 01 02 06
1 2 3 4
��U� E Saturn
Flo,80VL 10400 1aar.rr„
53 78(N) 78 N 53(N) 02P�- - - - ;
05 � 08
28CSC 2 2 4 2 02
02P --- - I.I.S.N.S. LEGEND DETAIL
` �QI I f1/-� rrl/15E DIAGRAM 86-6.065 Internally Illuminated Street Name Signs. Signs shall be NuArt
V B 6'� �4 js// '' + Type A with reinforcing added such that each sign and its mounting hardware
AWG CIRCUIT , O 1 J V) can withstand minimum 80 MPH wind loading and gusts to 125 MPH.
Signs shall be hungfrom horizontal sin arms. U-bolt clamped to the ole at
#2 SERVICE SCALE 1: 200 FOO �_� 06P �' 22 feet above finish grade except asrequiredto clear signal heads or signal
#4 SIGNALS �'y�`L mast arms by a minimum of 3-inches (75 mm).
Sign legends shall be white on green as shown on the plan. Minimum copy
#10 LIGHTING 2 2 2 2 �D v rir-i - . �6 `` size for legends shall be Series C with Series D or E used when message
• l�1� 040 � `, length permits.
#12 IISNS 2 2 2 2 '
Ise, , ��.� ,r �`` C Details of color, style, borders and spacing shall conform to Caltrans
V ` Standards. "Periods" shall not be used on abbreviations. Full-size layouts for
14 r/ f?}8 each legend shall be submitted to the Engineer for approval prior to
6P
P E U 3 - - - -� 6 fabrication.
DLC
J rr �� \ �A�` _ A Pt inch close nipple and LB condulet shall be installed at the coupling
I— ,yN -� _ , J _ i' L__ �6 , point. The cable between the sign and condulett shall be 3-conductor AWG
v r -
N �^ � � ` � � ' - ._ '• .' r � No. 16 Type SJO. The green conductor of the cable shall be used for
5 \ — grounding be sign housing an
n e cord t
• � between the u d condulet. The cable shall enter he
REPLACE EXIST. 0 8 ` sign housing cnad condulet through neoprene bushed CGB connectors. The
�2 1 1 - ~' r _ — cable shall be dressed in a neatly arced drip loop between the sign and
i
r - . _ , , R 73-2 WITH 7 01 +08, S 53m C, 2 DLC condulet with sufficient slack to facilitate sign swing.
NEW R73-3 DETAIL '"A" -
04 2 2 ►� - 01 /
05 1 1 l -r PV h SEE SHT 2
06 1 1
` ^? 53m C, 1 DLC
ry
-
r
08 2
1,
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(N)=NEW � ' � - _
- PV
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105
PROJECT NOTES _ . - - _ -
o 6
_
1 Relocate existing controller and cabinet 3 J- 4 7 -
g . r c.� -' `' - x
to new location as shown. o 53m C,
�Q , \ �4P < �2 % PV
X04 PV� `- - _ -
53m C, 02
, -
❑2 Relocate existing service cabinet to new 1 DLC < A REMOVE
01
CY) I_ _ _,- .v i
location as shown. Contact Rene Kastner F A V� - ��� FOUNDATION
S.C.E. (909) 357-6240 for coordination. 0 P =��`=�- RS " y� ' R96 & R96 B : y U" ° o
SEE ST. IMP. PLAN C� '�! _ ` 4 L,��� B SEE SHT 2 _cQ F ~ N
- _ . F ++
N Furnish and install new type 29A-5-129 with FOR DETAILS ON -�_ *;- -��,` �? "' F
HANDICAP RAMP �}% 2 .. o `�-'
16.8m signal most arm and 4.57m luminaire
arm. Relocate all mounted equipment 211-
mast
from existing type 26-4-129, including PEU 4 •` ;< _ X42_ 3
ICJ 4
_. ..... -
mounted on top of pal Also install new D -
• ,
type 1 -A at location E =
® Furnish and install four new ILD on
south leg as shown. (TYPE E) , , 6' -
Cid " ��
_
F5] Relocate street light on the south leg - - - - - �� - - - -
a s shown. SAN BERNARDINO RD. - =- - DET,,VA)t E ' 2 _. __.. .... .
.
SEE ST. IMP. PLAN 3 53m C
F6] Relocate exist. heads. Remove prog. tape, FOR DETAILS ON , 53m C 3-#2 �-
turn dimmers off and replace lenses with ST. LIGHT RELOCATION ��� _ �. -_. _- . . _ _ ._ ._. _ _ _ _ 3—#8 _ — -•��,_. _ .- _. -.
new arrow lenses. _ .. .. ._ _ ._ ._ .. -- -- _- _ _ . .. _ _ _ ,_- -- _ -. -
' / SEE ST. IMP. PLAN 53m CONDUIT — ' -
- b FOR DETAILS ON PULL EXIST. CONDUCTORS
F7] Replace exist non—arrow lenses with new HANDICAP RAMP OUT AND REINSTALL IN NEW
arrow lenses. (NE & SW & NW Corners) CONDUIT WITHOUT SPLICING. C
NEW EDISON HANDHOLE
8. Furnish and install new conductors through INSTALL 78m CONDUIT
entire system. WITH PULLROPE 12" R
9. Furnish and install new louvered backplates NOTE: INSTALL TEMPORARY OVERHEAD
on all heads (3) that presently don't have SERVICE FROM EXISTING 12" y
any. Modification of pipe framework will be POWER POLE IF NECESSARY
- necessary in each case.
12" G
POLE AND EQUIPMENT SCHEDULE
12" ��
Standard Veh Sig Mtg Ped PPB YELLOW No. REVISION APPR. DATE
Sig HPS Special IISNS
NO. TYPE SMA "f" LMA Mast Pole Mtg 0 Arrow Lum Requirements 12„ _ CITY OF RANCHO CUCAMONGA
(m) (m) (m) Arm
GREEN TRAFFIC SIGNAL PLAN
OA 17-2-129 6.1 - 4.6 MAS SV-3-TA(H) SP-2-T 4 � 310 W Foothill
DETAIL A
B 26-3-129 12.2 5 4.6 2 MAS SV-2-TA SP-2-T 6 310 W San Bernardino
O 01 +08 OVERLAP
FOOTHILL BOULEVARD
CO 17-2-129 6.1 - 4.6 MAS SV-2-TA(G) SP-1 -T 6 �- 310 W Foothill AT SAN BERNARDINO ROAD
RD �oFEss� APPROVED BY I + DATE
OD 29A-5-129(N)16.8(N 5 4.6(N) 2 MAS(R) SV-1 -TA(I) SP-1 -T(R) - - 10 W(R) �3 San Bernardino 8300 (N) °P� �14e CITY ENGINEER ''' R.C.E. N0. 2r49
��E. FOG
E 1 -A(N) - - - - TV-2-T(N) - 2(R) —� - 3 12 Na J. FousT
O '��► — DESIGN RECOMMENDED
tOt68 AUST/A/-FOUST ASSOC/•4 TES, INC. `�A�
(N)=NEW (R)=RELOCATE (H)=ADD ONE NEW HEAD (G)=REPLACE EXIST. 08 HEAD WITH 5-SEC HEAD (DET. A) (I)= CONVERT FROM EXIST. SV-2-TA �� oma TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING DRAWN SHEET
`'�OF � 2020 NOR TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 R.C. 1 OF 3
CAEt TELE 7 4) 667-0496 FAX (714) 667-7952
1 , CHECKED DRAWING NO.
--AFA File: 564.002 SBFOOEI.DWG 11: 50 AM 11/24/98 DATE: 1, l/ /.� l6&3 -S11
J ST, RCE 20258 EXPIRE 9-30-01
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LEGEND
• DELINEATOR
T SIGN
FLASHING ARROW SIGN
`�. DIRECTION OF TRAVEL
C23500 1:SCALE
�. �4 HIGH LEVEL WARNING DEVICE
1)O
TYPE III BARRICADE WITH
WARNING LIGHT
C20(Rt)
® WORK AREA
rs 1,>o '\ =
F
•
2sr?,
OPENING
• PENIN ` vp' "Sol.
- -
• ee/
• C30 .
S•6
E 3.6h7
C30
R18(Rt) -------- R49M 3.6rn
C30
36 --- -
-
k 3
a •6
SAN BERNARDINO RD. c3o ---
, -
3m
`n
CIV
C23 of
0
50m 50m TAPER LENGTH
GENERAL NOTES 8m DELINEATOR SPACING
1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC
CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION.
2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA,
STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS.
3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES.
4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL C18 SIGNS AND ON
ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT.
5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.
6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 700mm MINIMUM HEIGHT,
REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES,
AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR
APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 300mm HIGH-INTENSITY
REFLECTORIZED SLEEVE, WHEN USED DURING NIGHT-TIME HOURS.
7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS,
DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC
DURING CONSTRUCTION.
8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC.,
PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.
9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS PC,
REVISION APPR. DATE
LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS.
10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED Y OF RANCHO CUCAMONGA
IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF
ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL
TIMES DURING CONSTRUCTION. TRAFFIC CONTROL PLAN
11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE
ENGINEER BASED UPON CONSTRUCTION CONDITIONS.
12. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED FOOTHILL BOULEVARD
BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF A T SAN B E R N A R D I N O ROAD
NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE
REMOVED, PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE i
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. QAOFEss_o APPROVED BY J DATE
� � E Fo�� � CITY ENGINEER R.C.E. N0. 24953
a Np_ DESIGN RECOMMENDED
20168 -7 .4W rIMFOUST ASSOCIATES, /NC. FOUST J A
TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING DRAWN SHEET
CAI.%\ 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 R.C. 3 OF 3
TELEPHONE _(714) 6 _ -0496 FAX (714) 667-7952 CHECKED DRAWING N0.
--AFA File: 564.002 SBFOODET.DWG 12:08 PM 11/24/98 JO E. 0 ST, CE 20258 EXPIRE 9-30-01 DATE: '^� 1663
S 11eE + (o