HomeMy WebLinkAbout1628-S GENERAL NOTES GENERAL NOTES (CONT.)
' 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, OR 6 FOOT DIAMETER EXCEPT AS NOTED.
AND STANDARD SPECIFICATIONS DATED JANUARY, 1992, AS SHOWN ON THE PLANS AND IN CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
° THE SPECIAL PROVISIONS.
CASE 1 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL
° "P" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI EXCEPT AS SHOWN.
SECTION OF DOUBLE YELLOW LINE CATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM
OR MEDIAN CURB FACE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
n a
SIDEWALK o i ��, (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER
"P" CAB. - LEFT TURN LANE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL
SIDEWALK P EF--30' 15' 10� FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION AND LATEST AMENDMENT(S). IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON.
= 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL
PLAN SECTION o CLEAR OF OBSTRUCTIONS COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR
BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB—
THRU LANE Q STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS
2
SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
-j UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO.
A 10' ARE NOT SHOWN ON THESE PLANS. (CONTACT RON ANDERSON) (909) 357-6581
SOUTHERN CALIFORNIA GAS CO. (800) 422-4133
CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. (800) 422-4133
"P"• TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133
SECTION CAB ca _ 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591
>< e ------------------- — � (WATER AND SEWER)
"P" CAB. SI EWALK o / m%�, THRU LANE N Z UNDERGROUND SERVICE ALERT (800) 422-4133
o '
SIDEWALK ° 10' -
PLAN SECTION J
0
- ----- - -
4 ' LANE LINE OR 8" ;� -j O
TURNING LANE LINE 3 w
URB of
EXIST. C & G THRU OR RIGHT 10' 1- o E.C.R.
TURN LANE C° * w /2 „
CASE 3 2' N 3 „
"P" CAB-
><
ABO ST
SECTION CAB is 5 w 1)1 6Y2 >>
a
�'
SIDEWALK �}_ TOP OF CURB FACE 1 j j
° / P o e / G „B„
IL VA� RIES a o O 1040
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PLAN SECTION �
U B ” U C - 6 " L C A
C6
TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I . S. N . S. LEGEND DETAIL
- - - _- - -
PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) — - -
- TO ADVANCE DETECTORS
PLANS EOR THE MODIFICATION OF
TRAFFIC SIGNAL , SAFETY LIGHTING ,
AND SIGNING AND STRIPING
AT
ARCHIBALD FOURTH STREET AND A
PITNO. REVISION APPR.VICINITY MAP SHEET INDEX
Y OF RANCHO CUCAMONGA
ARROW ROUTE
1. Title Sheet TRAFFIC SIGNAL MODIFICATION PLAN
FOR
> > > 2. Traffic Signal Plan/Fourth and Archibald FOURTH ST. AND ARCHIBALD AVE.
Q Q pFESS N
3. Signing and Striping plan/4th St. PR ° AND
5 PR `�ti STRIPING AND SIGNING ON FOURTH ST.
o PROJECT W 3 No. 16828 A m FROM CUCAMONGA CREEK TO 600'
SIXTH ST Q LOCATION cr EXP. 6/30/01 EAST OF ARCHIBALD AVENUE
�m z LLI— s�TF "" Ep��\P GENERAL INFORMATION AND DETAILS
Q = °F CALF
W = 970660 , f[ ! . , + t 'N —�
J CITY ENGINEER /� �- ( t - _l R.C.E. b
LTJ < > o w � � _
NOTE.
Q WPA TRAFFIC ENGINEERING INC. its ��r�r'Eti
FOURTH = STREET SOMMERS �A(� 2-175
SPECIAL PROVISIONS FOR ;VA TRAFFIC AND TRANSPORTATION ENGINEERING
THIS WORK ARE O N FILE 2.3421 SOU7H POIWE DRIVE SUNT 190 LAGUNA H/LLS 9265.3 (714) 460—0110 DRAWN R L M SHEET
3
OF
IN THE OFFICE OF THEZ CHECKED DRAWING No.
CITY ENGINEER.
E 70/✓ S /NG ✓R. RCE 15828 OA 7F (�� —
shtft-t 3B 7�
CONDUCTOR TABLE
RUNS DETECTOR SCHEDULE 1-"-�4 ii ii POLE SCHEDULE
AWG CIRCUIT f 7 i 17--11 j1 i STANDARD LUMINAIRE. I.I.S.N.S. SIGNAL MOUNTING PED BIKE PB LOCATION
1 2 3 4 5 6 8 9 J I II II I REMARKS
CONTROLLER SC
Q Q Q Q Q Q Q Q Q —�—��- II II � No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE I PED I PHASE JARROWJ E I B C
SENSOR CHANN DETECTOR INPUT ssoo
-3 6 m 3 29--5-80 30� 55' S 23C w Arcribcid ` MAS MAS Sv-1-- SP-1 4(N) 2, 401 RE-OCATE IISN'S TO
2 - - - 3 - - - 3 3 1 - E-�6 l3 j EXP 6 (N) (N) (N) (N) (N) (N) (N) (N) (R) STRAIGHT SIGN ARM
1 15 30' - 15' 200 W - _ _ SV-2-TA SP-1-T ��6�(N 5' 3'
2 1-W-02 2 EXP 2 2
3 - - - - 3 3 - 3 - II (N) (N) (R)
o.
4 - 3 3 3 3 3 - 6 3 1 1-S-08 (2) EXP 8
5 - 2 2 5 - - - 10 5 2 1-N- 4 2 EXP 4 m II 3 26-4-80 30' 40' 12' 250 W Fourth St MAS MAS SV-1-T SP-1-T 6 E_ 5' 3'
6 - - - - 3 3 3 6 - 1 1-E-01 2 EXP 1 0 _ _ _ _ _ _ 8 �
� � 4 1-A 10' TV-1-T SP-1-T 6 2' 3'
7 - 3 3 3 - 2 2 7 3 2 1-W-05 (2) EXP 5 Q
8 - - - 3 F 3 - - 3 3 F 1 1-S-03 1 EXP 3 V) 0 3 29-5-80 50' 15' 250 W Archibald AveMAS MAS SV-1-T SP-1-T 8RELOCATE IISNS TO
2 PED 2 2 2 2 - - - 2 2 4 2 1 -N-07 (1 ) EXP 7 3 i U-)
1-N 07 5 (") 30' (") (N) R R N N N R (N) �— 2 3'
STRAIGHT SIGN ARM
4 PED - 2 2 2 2 2 - 4 2 1 2-E-01 (3) 1 I I i 6 1-A 10' - - - - - - TV-1-T SP-1-T 2 8 �_ 3 3'
14 6 PED - - - - 2 2 2 4 - 5 2 2-W-05 3 05 EXIST. 1"C/ i 1
8 PED - - 2 2 2 - - 4 2 C 1 2-S-08 (4) X8 PULL 1-DLC 1 � 7 26-4-80 30' 45' 15' 250 W Fourth St MAS MAS SV-1-T SP-1-T 2 E-- 2' 3'
2 PPB - 1 2 2 - - - 2 2 V 2 2-N-CD4 4 X64 I 5 ' _ _ _ _ _ _ a:��24 PPB 1 1 1 1 1 1 1 2 1 1 2-E-�16 4) �6 36 � 1-A 10' TV-1-T SP-1-T7 �— 3' 3
6 PPB - - - - 2 1 - 2 - 2 2-W-j62 4 X62 I 1 1. ALL EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN: (N)= NEW, (R)= RELOCATE EXISTING, (M)= MODIFY.
8 PPB - - - - 1 - - 2 1 Q 1 3-E-06 (2) 6 W N 18' 1 12' 1 1 12 2. ALL NEW VEHICLE INDICATIONS SHALL BE 12".
2 BPB 1 1 1 1 - - - 1 1 C7 2 2-N-07 (3) 07 FUT. 42 1 C 3. POLE 1. USE STRAIGHT LUMINAIRE ARM.
4 BPB - - - - 1 1 - 1 - Q 1 3-E-01 (3) 1 Z i 1 4. ALL NEW PED AND BIKE PUSH BUTTONS SHALL HAVE 50mm ACTUATORS. F[n7R
06 BPB - - - - - - - 1 - 2 3-W-05 (3) X65 w i N 7
8 BPB - - 1 1 - - - 1 - 10 1 2-S-03 (3) 03 > I I Y
2 3-N-04 (2) FUT. 04
PPB COMMON - 1 1 1 1 1 1 2 1 �
1. DETECTOR LOOP LOCATIONS SHALL BE I
SPARES 3 3 3 3 3 3 3 6 3 APPROVED BY THE ENGINEER IN THE FIELD INTERCEPT 1-C/
TOTALS 10 22 26 33 24 22 15 67 34 PRIOR TO INSTALLATION. EXTEND TO PB j J
Y
2. ALL DETECTOR UNITS SHALL BE RACK MOUNTED -N11 j
' CET=CTOR - - - - - 3 3 04 1 I FUTURE 35' CURB RETURN
A2 DETECTOR 2 2 2 2 - - - 2 2 1 6
3 DETECTOR - - 2 2 - - - 2 2 I A
4 DETECTOR - - - - 2 2 - 2 - l�O — —
DLC 5 DETECTOR 3 3 3 3 - - - 3 3 j 1 I AND T'PT CABINET
CONTROLLER
6 DETECTOR - - - - - - - 3 3 FUTURE CURB � � 1 3 �f4�+�7 CB g EXIST. R18, R26 DETAIL A
07 DETECTOR - - - - 2 2 - 2 2"C I.C. TO 4 L_ I O 5 RC HANDHODE ON SERVICE — — RS R18 TO CITY EXIST. 1"C/1-DLC
8 DETECTOR - - 2 2 - - - 2 2 / 03 I I 8 -
GOLDEN OAK —� ® J
TOTAL CABLES 5 5 9 9 4 4 - 19 15 � _ —/ - -I-I J r\ cb CB
LuVINAiRE - 2 2 2 2 2 2 4 2 GAS I �� 6P _ cns 1"C/1-DLC
SIGNAL COMMON 1 1 1 1 1 1 1 2 1 — — -- L V� 8-�y18P IJ - —
10 r 03 08 4 o EXIST. TYPE III SERVICE
TOTAL 1 3 3 3 3 3 3 6 3 _ 6 CB -�
#12 J.!V.S. — 1 2 —SEWER v
EXIST. R73-2 I 5 MAKE SAWCUTS TO AVOID yL
OF'ICOM - - - -- 2 2 _ E DETAIL "A" 1 1 3-E-Q16 CONFLICT WITH FUTURE LOOPS �t ' I 100'
i i I COVER ARROWS �� 2
I SERVICE _ _ _ _ _ _ I 2 I _ �6 FU URE LOOF�S � , _ I AB
tirERCONNECT - - - - 1 i - o - FOURTH STREET .� 1 RC CONDUIT i i �` T
cD o & P B
CONDuIT SIZE 2" 2 2„ 3' 3 ' 2112 ' j2 2 2" 12-3 31, � w I 1 w ILJ w
(E) (E) (E) (N) (E) (�) (N) (E) (N) 6 3 01+0 i 1 I ---- -
1. REWIRE INTERSECTION COMPLETE. y12+�15 I 1 �-
`I' L R73-5 I I I 350' TO CROSSWALK
RS R73-2
I 1 3-E-1 ----
I l -- � 150 POCKET �
��4� OGS QGQ[�]C� 10 C��JC�GQG�tIOf�]C - L -1 F
uc'� u L U 9 (S 11q, L ��Ij� -� — �1 R73-5 _� El I
100' � 200' POCKET
AB � RS R73-2 _._. -
350' TO CROSSWALK I I
L ----
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3 0 -� IIN L0
2 Do
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i� c4 L_ , 1 I I AB o
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- -O EXIST. R73-2 I 1 1
2P I I 5
1
1 8 X14 -�--- -- - -- --- ---
IL I �2
04A 07J
/ 04P � _ y 7 N 8P
1"C\1-DLC / CB \ EXIST. 1" C/1-DLC L1 - --- - - -� v j
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- I L i� 3 cB
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II L-—f L I L
1i2-S-0
11 II L� 2 SI
CONSTRUCTION NOTES D I ii L�j i PHASE DIAGRAM
❑1 REMOVE AND SALVAGE 26-4-80 POLE. REMOVE FOUNDATION COMPLETE.
REUSE IISNS AND PED HEAD/MOUNTING. Q 11 F-
I I 3
m II L-1
L2 REMOVE AND SALVAGE 1-A 10' POLE AND HARDWARE COMPLETE, REMOVE = jj I o I E-- -�
FOUNDATION COMPLETE. INSTALL TYPE 15 POLE, LUMINAIRE, VEHICLE HEADS 111-S-03
AND MOUNTINGS. RELOCATE PED HEAD AND PPB.
3 ii I 5 6 7 8 ,,
❑3 ADD OPTICOM CABLE TO POLE Ol AND ( . COIL 50 OF CONTINUOUS CONDUCTOR ' II ' FUT. FUT.
Q 18 12 1 12 18 �.
CABLE IN BOTTOM OF CONTROLLER. INSTALL MODEL 722 OPTICAL DETECTOR II I O'LAP % E- _,� O'LAP
ON SIGNAL MAST ARM, AND INSTALL MODEL 562 (OR LATER) DISCRIMINATOR II
IN A TWO SLOT RACK IN THE CONTROLLER ASSEMBLY. WIRE RACK FOR FUTURE 3 II
OPTICOM CHANNELS. 11 o
Ln
II N
�, II < 1
® REMOVE AND SALVAGE TYPE 26 POLE. REMOVE FOUNDATION TO 36" BELOW GRADE. I II `1CITY
LEAVE SOIL UNDISTURBED BELOW 36" FOR NEW FOUNDATION SUPPORT. REUSE LUMINAIRE, 3 ' 11 u i 36' NO. DESCRIPTION OF REVISION DATE APPROVED
IISNS, PED HEAD/MOUNTING ON NEW POLE. IISNS SHALL BE MOUNTED ON NEW STRAIGHT SIGN ARM. 11 I I
50 11 i 1 5 CITY OF RANCHO CUCAMONGA
II
11 m 1"C/1-DLC 1 1 /2� 0 1 2 TRAFFIC SIGNAL MODIFICATION PLAN
II o 3 inches on original drawing
II
SCALE: "=20' FOURTH STREET
II N I and
II ARCHIBALD AVENUE
II ; 0
970660 1 1 APPROVED BY: ,
APPROVED: CITY OF ONTARIO , �� DATE:
CITY ENGINEER ,. �( Z�CI i' ;� . � r R.C.E. No.
W � �pFESS�° � li i1 _ _
WPA
SIC
ENGINEERING INC. O P S. PR �9! I 11 II (- RECCMMEN' EC
NOTE : Underground Service Alert P h����oa ��F Fz� �I I� L_ f I L J SC PLM � � 2-r7-46
SPECIAL PROVISIONS FOR 0�F o STOP A TRAFFIC AND TRANSPORTATION ENGINEERING 3� p Z II 11
THIS WORK ARE 0 N FILE S Call: TOLL FREE 2.3421 SOUT7-' PO/NTE ORIVE SU17E 190 LACUNA HUS CA. 92653 (714 460-0110 � N o. 16828 r
A�� S�EE2 3
oWc EXP. 6/30/01 � I 1—S-08
1-800 PJK/PLM
IN THE OFFICE OF THE �M% 422-4133 s9TF iv, p��'P / Z- 7.98 CHE• �E DPAN��� °F
CITY ENGINEER. N Y G R.C.E. No. n Q
Z/'z
TWO WORKING DAYS BEFORE YOU DI WESTON S. PR/N ✓R. RCE 1682.9 DA TE
TY ENGINEER DATE DATE FILE No.
5 3
n
n �
w TRACT BOUNDARY o
> r wo
aZ
C) Z
n cn
a O 2 N z Q R26(S)
Z EXIST R26(S)/ Q o ON STREET 11
J y 0 RL R18/R18B � LIGHT POLE EXIST. R26(S)
J
D n \
TO NEW STREET LIGHT 10 RL TO NEW
LU O — — — — STREET LIGHT
O
+
-----------------
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O PAINT 12" YELLOW 2 N LL® 450 ® 50' O.C. _ -- -- -- -- - -- -- -- -- -- -- -- N J
-- -- -- -- -- -
-- -- - -- -- -- -- -- -
N CITY OF RANCHO CUCAMON a
219+00 20+00 22/+00 F—
y
�P - ^ -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -----__--_- Z m
co
r EXIST. R26(s) EXIST.
INSTALL SIGNAL R26(S) Q
AHEAD MARKINGS & W41
o,Xh FOURTH (500' TO INTERSECTION) STREET G7 - "GOLDEN OAK" 11 50' OPEN
AT SIGNAL TURN ON N
im
d
D rn
z �
SEE PHASE 3 PLANS
FOR TRACT 15727
GOLDEN OAK RD. m
I
R1 11 STOP" 7 0c r
+ BIKE LANE AT INTERSECTION
FUTURE CROSSWALK PER CALTRANS DET. 39A RL R26(S)
N
AND LIMIT LINE WHEN "' 8 REPAINT EXIST.
SIGNAL IS TURNED ON 7 "BIKE LANE" & ARROW INSTALL "SIGNAL EXIST. R26(S) I EXIST. R26(S) ALL LANES
9 EXIST. R26(S)/R81 RL EXIST. R26(S) AHEAD" MARKINGS RL To NEW STREET LIGHT I RL TO NEW STREET LIGHT x 1
" " R81 11 RL TO NEW STREET LIGHT N TO NEW STREET LIGHT (500' TO INTERSECTION) ``' 330' TAPER 55: 1 6' OFFSET
BIKE LANE 7 T FUTURE w 300' TO B.C.R. 11 G7 - "GOLDEN OAK" AT SIGNAL TURN ON o
& ARROW dOIS RAMP _ _
--- zI 17 — 7 TYPE VI (F—O6
+ �/2 -- — -- �� o
————————-- ——————————————— —————————— — -- — ---- — — — — — — ---------- — 00
� N 1 5 � 2 5 I t 100' N � � w
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- N w- -- -- -- -- -- --- --- --- -- --- N J
--
Q N I 10 I 45° N EXIST. BIKE LANE ,n z
w -----_ -- _