HomeMy WebLinkAbout1920-S INSTALL BOLTED TYPE POLE
* IF X = 10' USE THESE DIMENSIONS O ; GENERAL NOTES
� PLATE - ATTACH TOP OF ** IF X = 11 ' USE THIS DIMENSION
SV-2-T TO POLE PLATE i
Mill
WITH OTHER X DIMENSIONS E.C.R I1 . Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and
CROSSWALK Standard Specifications dated July 1992, as shown on the plans and in the Special
Provisions.
DOUBLE YELLOW STRIPE STRIPE + w
• I I OR MEDIAN CURB FACE OR 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic
LIMIT LINE
O Manual, Maintenance Manua,, and Standard Specifications. Conform pavement legends
FIVE SECTION I O I — — -- — \
SIGNAL HEAD I 2 * \ I to city stencils. Reflectorize all signs, stripes and legends.
3 ** \ I 3. Pavement markers and painting procedures for striping per Standard Specifications for
Y I ,.THREE SECTION I - ,. " " " P 9 P P 9 P P
,6 1SIGNAL HEAD I .'G \� B - B Public Works Construction, latest edition.
I
.� X* REFER TO PLAN FOR REMAINING LOOPS I 5'* r '� O 10 i 4. Locate all substructures prior to construction. Hand dig foundations until clear of
obstructions. Coordinate pole installations with overhead utility or substructrure
_ owners. Phone Underground Service Alert and concerned utility companies 48 hours
--- - prior to construction. Location of utilities and substructures have been shown from
a search of available records. The Contractor shall conduct his operation in such a
TERMINAL COMPARTMENT LEFT TURN LANE 39* I manner as to protect not only the utilities and substructures showy, but other utilities
8" WHITE TURNING LANE LINE — m or substructures that are rot shown on these plans.
X-6' 5. Obtain approval for exact equipmert, crosswalk and limit line locations prior to final
2 placement. Perform preliminary striping layout prior to loop detector layout.
POLE LOCATION CODE
6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as
FIVE SECTION SIGNAL HEAD
I shown.
_
X 10' EXACT LOCATION BY ENGINEER IN THE FIELD
6' 1 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one
MOUNTING DETAIL I I ( 50 amp metered), illuminated signs (one 15 amp metered), and safety lighting (one
` J l 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and
scheduling well in advance of need.
X-6 I 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be
INSIDE THRU LANE 2 I
I I the Contractors responsibility to provide the correct conductors required for the
NOTE: — 4" LANE UNE OR 8" TURNING LANE LINE 1 I intended operation.
ALL SECTIONS 12" 3' !�
I -= =- --- =--
NOTE: 10I � 6'
Y ALL SECTIONS 12" 13
� — /162 ; 8UC 6LC I 2
1OUTSIDE THRU LANE I 4 Y I �_Y*1! ---_— —� �� �_J UTILITY COMPANY TEL. N 0 .
<A <A ( 5 1
�= ALL DIMENSIONS TO � OF STRIPE � f
_-- - - - _ -_-_- __ _ _ _ ___. __ ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269
A A ' . G
GAS - SOUTERN CALIFORNIA GAS COMPANY (800) 227-2600
PHONE - VERIZON TELEPHONE COMPANY (909) 608-1230
WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
DETAIL A MAS- 5A
SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
R,Y,G = 02, 04, 06 or 0$ L00D DETECTOR PLACEMENT I . I . S . N . S . LEGEND DETAIL UNDERGROUND SERVICE ALERT (800) 227-2600
YA,GA = 01 , 03, 05 or 07
I
REFER TO PLAN FOR DISTANCE
SIGNAL DISPLAYS I TO ADVANCE DETECTORS
l
SINGLE INPUT I _.
EMERGENCY VEHICLE REMOVABLE
PREEMPTION DETECTOR STEEL CAP
8'-0" a I
ARM -ENGTH N 1 I
1 1/2- TO ,3 4" — SEE 60"" 24"--=� ?I -- -- -- -- - —_ ----- - — -�
REDUCER SIGN TAB" 48
DETAIL_ INDEX OF SHEETS-
1
PELCO AB-0155-L ___ _ _ __ _ ____.__ .___ ____ _ _. ___ ._ __ _ __ _._ . __ OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILSI
OR AB-0132-L o oST - J I I �% f I 2 OF 2 TRAFFIC SIGNAL PLAN
--�; -� ----- - -- Etiwanda Ave. and Victoria Street
0 I i " A
VEIAX
V
c - or ci x X X x i FOR
COUPLING
MAST ARM
- -- - --! NIPPL &WIRINGSME
------- ONNECTO S
I 60R I 6" BY OTHERS _ --
�-
8 -opt ! i
NOTE: LB CONDULET, SJO CABLE, HANGING j rI --s HIGH_M 210 AVENUE
HARDWARE & SIGN BY OTHERS T 2 - -- -- . -
In STR;
MAST ARMWrM STREET
s
ARM TUBE SIZE GENERAL NOTES
MOUNTING CLAMP F O R LENGTH E 2 3/8" x 3 1/2" x 11 GA.ND O.D. x BASE O.D. x THK MA IAL I I ATICNS
HA Steel of 48,000 psi minimum yield after fabrication I
� -
BASE PLATES ASTM A-35 Stee' AS'M A-36 Steel BASE LINE ROAD BASE LINE I ROAD �Z_EVP O P T I C A L DETECTOR-
MATERIAL BACK CLAMP PIPE FLANGES ATM A-36-5 GraceB Steel
W/4 BOLTS SPECIFI ATICNS
(ASTM A-307) BUTT WELDS rourd flush wit'I bas metal H I MILLER
-- -- - - - -- MILLER I
LONGITJDINA- All welds snall conform to .AWS D1.1 weldAVENL
SIGNAL POLE WELDS speci`acation
DIAME`ER AT ,j s
j 24' ABOVE
RUC URE Hot ai galvanized e ASTM A-1 TFN FOOTHILL BOULEVARD '
- FINISHED GRADE P 9 per
I
EXIST. C & G HARDWARE Hot cip galvanized per ASTM A-1 3 -
SIGR CRITERIA
iv z_ 1" STRUC'URE 3c In oc;.ordance wth the Specificction for Structural '��' �" R0 -
EXIST. C & G T R CLAMP HARDWARE Supports of Highway Signs, Luminaires and
Z 2' MIN. Traffic Signals. AASHTO 1994
mr: DESCRIPTION OF REVISION DATE CITY
4MM:
I APPROVED:
"R" CAB. U "R" WELDING In accordance w th the Specificction for Structural BN & SF
_
w CAB. " Cr
N �"� 1 1/2 DIA. Supports of Highway Signs, Luminaires and \ 7 0 r �� l� H ,J CUCAMONGA
Z / PAD DEBURRED Traffic Signals. AASSHTO 1994
/ SIGNAL POLE HOLEIN I \ 6TH STREETI l
CLAMP
TRAFFIC SIGNAL
VARIES
�" DIA. HOLE IN
LMP SUPPLIED
II
I
ELECTRICAL DETAILS
PLAN SECTION 8 i WITH A TYPE "F" ARM _ _ ( `
16UNC BLUNT 4 .-_ _ -
POINT TAPPING 3" ETIWANDA AVE. AND VICTORIA ST.
SCREW (PILOT HOLE RAD.- (HOLD)
TO BE FIELD AS REQ'D.
TYPE " R " CABINET F � DRILLED) _ _ I _FOUNDATION N D A T I O N AND APPROVED 8Y: DATE: 5 3
NOTCH OR DRILL 1" DIA. HOLE 4" RAD. 1" 1 - 1 CITY ENGINEER RCE. 24953
FOR DRAINAGE W'/GROMMET " 4 R--� �- I = TRAFFIC SIGNAL LOCATION
IN�t (FIELD DRILLED) 16 DIA.
DESIGN RECOMMENDED
PAD DETAIL CLAMP DETAIL DRILL SIGN TAB DETAIL I CITY CITY OF RANCHO CUCAMONGA
LOCATION MAP
DRAWN SHEET
HORIZONTAL 1 I S N S MAST ARM ( NOT TO SCALE CITY/RLM 1 OF 2
I CHECKEDDRAWING NO.
R.C.E. NO�Z,
ATE d _ FILE NO q a 0_
VMS POLE SCHEDULE
CONDUCTOR SCHEDULE DETECTOR SCHEDULE 5 STANDARD _ LUMINAIRE iJ.S.N.S. SIGNAL MOUN1iNG r-LG B[K,t PB LUCA1iUN ' REMARKS
No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW E B C
RUNS CON TROLLER S1
3 ( "1 ) 19-3-80 30' 25' 12' 250 W Victoria ,� - MAS SV-1-T SP-1-CS 6 < 10' 5'
CABLE POLE PHASE 2�, A A 1 .� A /6_ \ A �y\ SENSOR CHANN DETECTOR INPUT y
I 2 1-A 10' - - - - - - TV-1-T SP-1-CS 8 > 10' S'
1 8, 8P - 1 1- 1 1 1 ? 1 - �-j68 i 8 . __-
2 2, 6P 1 1 1 1 I 2 2-S-08 2 16 i O 17-3-80 30' 20' 12' 250 W Etiwando - MAS SV-1-T SP-1-CS 8 < 13' 3'
3 2, 2P 1 1 1 1 3-S-�68 1 3 I 6 1
12 C 4 4, 8P 1 1 2 4-S-08 (3) 11 I �I I I 4 1-A 10' - - - - - - TV-1-T SP-1-CS 2 > 11' 3'
5 4, 4P 1 1 1 1 1-W-02 (1) 2 5 I -
6 6, 2P 1 1 1 , 2 2-W-02 (3) 10 VIHV I
' O 19-3-80 30' 25' 12' 250 W Victoria ,500 MAS SV-1-T SP-1-CS 2 < 15' 3'
6, 6P 1 1 1 1 1 1 1-N-04 (1) 4 1
FUTURE I I O 1-A 10' - - - - - - TV-1-T SP-1-CS 4 - > 14' 3'
8 8, 4P 1 1 1 1 1 1 4 2 2-N- 4 (2) 12 SIDEWALK 1 I
TOTAL 12C 1 2 3 4 3 2 1 8 8 1 3-N-04 1 7 1-N- 41 , AV£ -
5 ) � �I O 17-3-80 30' 20 12 250 W Etiwanda �eoo MAS SV-1-T SP-1-CS 4 < 6' S'
1 6 PPB 1 1 1 1 1 2 4-N-04 (3) 15 I 3 I f
2 8 PPB 1 1 1 1 1 1-E- 6 (1) 6 ;.i_____.._____, I I O 1-A 10' - - - - - - TV-1-T SP-1-CS 6 > 5' 5'
3 8 PPB 1 1 1 2 2-E-06 (2) 14 1. ALL EQUIPMENT IS NEW.
4 2 PPB 1 1 7 1 E.V.P. 02 E.V.P. 3 2. ALL SIGNAL HEADS SHALL HAVE 12" INDICATIONS. ALL INDICATIONS SHALL BE L.E.D. TYPE.
3 C 5 2 PPB 1 1 1 2 E.V.P. �4 E.V.P. 4 � Il
6 4 PPB 1 1 1 1 Q 1 E.V.P. 06 E.V.P. 5 1 1/2" C/1-DLC 3 II 3. ALL PED. INDICATIONS SHALL BE L.E.D. TYPE.
7 4 PPB 1 1 1 1 1 U 2 E.V.P. 8 E.V.P. 6 X Ijl
8 6 PPB 1 1 1 1 1 1 0 I'+
TOTAL 3C 1 2 3 4 3 2 1 8 8 (X) = NUMBER OF LOOPS PER CHANNEL. ~ S
2 DETECTOR 2 2 2 2 N
DLC 04 DETECTOR 4 4 4 4 4 4 > II CONSTRUCTION NOTE S
06 DETECTOR 2 2 2 2 44' II '
08 DETECTOR 3 4 Q 44 1�-- FURNISH AND INSTALL 8 PHASE NEMA TYPE "90" CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY
21 23' II 23' 21' EQUIPMENT IN A TYPE 'R" CABINET (SEE SPECIAL PROVISIONS). EXACT LOCATION TO BE DETERMINED BY THE ENGINEER.
TOTAL DLC 4 4 6 6 2 2 11 12 SEE SHEET 1 FOR PEDESTAL AND PAD DETAIL.
S.C.C. TYPE 1 Q II
#8 SERVICE i I Q N 2�-- FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE WITH ONE 50A-IP CIRCUIT BREAKER FOR METERED SIGNALS, ONE 30A-IP
NOT NOT I ii CIRCUIT BREAKER FOR UNMETERED LIGHTING AND ONE 15A-IP CIRCUIT BREAKER FOR METERED I.I.S.N.S PER STD. DWG. NO. 407.
USED �--—-�': USED ' z 3-N-$.4 FUTURE 3�- FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT E.V.P OPTICAL DETECTOR ON MAST ARM WHERE SHOWN, PER DETAIL ON SHEET 1.
#10 LUMINAIRES 2 2 2 2 2 2 4 I
Q �1 SIDEWALK
#12 1.1,S.N.S. 2 2 2 2 2 2 4 ----- i --- _----- - -- ---- - - I 8 FURNISH AND INSTALL SIGN ON MAST ARM PER STATE STD. PLAN ES-6T DETAIL U. SIGN PER PLAN.
+ - +
3#20 E.V.P. 1 1 2 2 1 1 4 4 FURNISH AND INSTALL 3" CONDUIT WITH PULL ROPE TO EDISON SERVICE FEED POINT.
12PR #19 S.I.C.
„ „ „ „ 1 „ NOT I —}' NOT j I 18' I 11' II 17' 6�- REMOVE AND SALVAGE FLASHING BEACON SYSTEM COMPLETE.
CONDUIT SIZE(S) 3 4 4 VT 4 4 3 2-4 2-4 USED I USED L� I
7�-- CONSTRUCT 5' SIDEWALK PER CITY STANDARDS.
ALL CONDUITS AND CONDUCTORS ARE NEW ! 1 Jm 8 8 GRADE TO DRAIN AND REPLACE LANDSCAPE IN KIND. REPAIR SPRINKLER SYSTEM AS NECESSARY.
2-N--041 I z
8 O
VICTORIA ST. 6 . nT\ 1 , II
fit I I + 1 ,0 11
4P I _ O 1 1/2"C/1-DLC
18 08
7 6 P�,f
6P
�6--- - X18 4 1 6 � 5
8 3 I _ "I _ I,. ;I _ i
Y I 3 6 6 I R34
� I
M J= 100 L F. 44- ! 2 i
4 4 R34 I I - N 100 L.F.
4 I
6 =1, 8 4 00 Q
0 6 F .i. X - 205' TO X-WALK 7
2 I 1 2-E-�6 `i Q tlS
2 I I'
50' _� 250' TO X-WALK 1-W-QJ2 �_ I 6 021 ��T 6 8 - .
Z r-n 0 "n _ R34 = _
r— D 2-W-02 '�. 10 i 2
--------- 2 --- -
9 F __ ___. _ __ R34 L
04 3 �4 04
�7e j 4 6 7 �P
C6)
1
5 STRIPING AND SIGNING NOTES
s4
—1L Lf 8 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STATE STANDARD PLANS
AND SPECIFICATIONS DATED JULY 1992, AND THE SPECIAL PROVISIONS
FOR THIS PROJECT.
6E " r�2 INSTALL 12" YELLOW CROSSWALK.
9 2 C/2-#6 SERVICE
I�^ 1 2 O REMOVE W17 SIGN AND INSTALL W41 ON EXISTING POLE.
12-S-�8
E TI WA N D A AVE . 8 it j 2"C/2-#10 LUM. O PAINT 4" DOUBLE YELLOW PER DETAIL 22.
II I 2-#12 I.I.S.N.S.
5 O5 SANDBLAST REMOVE "STOP" PAVEMENT MARKING AND INSTALL "SIGNAL" PAVEMENT
� I
I I I I I I II r f; I w 1 1/2"C/1-DLC MARKING. REPAINT "AHEAD".
I I I ! I I I I II ! ' 6 SANDBLAST REMOVE EXISTING CONFLICTING STRIPING AND/OR PAVEMENT MARKING.
EXISTING BIKE TRAIL-, I I ; ` I I I 3_ _ 8 I O /
113-3-08
1 I O7 REMOVE AND SALVAGE EXISTING R1 SIGN AT SIGNAL TURN ON.
I i I I EXISTING SIDEWALK II
I 1 ( ( I II
O8 PAINT 100 L.F. RED CURB.
1 II j I I I I I 11 PP #2174324E O PAINT "SIGNAL AHEAD" PAVEMENT MARKING AND INSTALL W41 SIGN AND POST.
ELECTRICAL FEED
INSTALL 3" TYPE H
I 1 I I I CURB RETURN DATA I�1 RISER.
CURB RETURN DATA 1 I I A= 90 00 00 11 3
A= 90 00 00'
o r t 1 I E.C.R. R= 35.00' X g
R= 25.00 BCR 1 j 11 „��� 0 1 REVISED TO REFLECT CHANGED CONDITIONS
1 �
I.E. CONSTRUCTION TO NORTH
*oil
B' l ` m Il ''�r -- 6 I NO. DESCRIPTION OF REVISION DATE CITY
7 w I \\ II C 4 APPROVED:
y < ,., 8 �, � I Y U � AN H0 CUCM0N �A
- - I It
Ln
o/2 i ill J
It
TRAFFIC SIGNAL INSTALLATION PLAN
i
N I I ii ETIWANDA AVENUE
N i I 7 II 1-S-08 G I1
it INSTALL 2"C. do PULL ROPE TO VICTORIA STREET
y NORTH SIDE OF RAILROAD
VICTORIA ST. I II I RIGHT O . WAY ' APPROVED BY: DATE:
I I �I I (APPROX. 1320 ) WITH #6 � CITY ENGINEER RCE: 24953
II PULLBOXES AT 600' MAX.
'AHEAD SPACING (ICC RUN ONLY).
Underground Service Alert I �, - - ---- DESIGN RECOMMENDED
I� CAP SLY END IN PULLBOX. ��
tt
Call: TOLL FREE CURB RETURN AND ACCESS RAMP DETAIL II 5 QLM CITY of RANCHO CUCAMONGA �
a 1-800 I II
SCALE: 1"=20' ji I2LM 1 `�
DRAWN SHEET
227-2600 II SM
� 3 OF �_CHECKED • C.E. NO DRAWING N0.
ATE b �� FILE NO