HomeMy WebLinkAbout2374GENERAL NOTES
CITY OF RANCHO CUCAMONGA
61rH STREET PAVEMENT RENABILIYA710N
FROM HERMOSA AVENUE IrO HAVEN AVEN
1, All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public
Works Construction, (Green Book), 2012 Edition and 2013 and 2014 Supplements.
2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be
responsiblle for protecting all utilities and substructures as shown within the construction limits of this project and shall
be responsible for any damage as a result of the construction operations.
3. The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior
to construction or regarding any problems.
Southern California Edison Co.
(909)
357 -6581
Southern California Gas Co.
(909)
335 -7755
Ve6zon Communication
(760)
245 -0330
Cucamonrga Valley Water District
(909)
483 -7313
Charter (Communication
(909)
392 -5137
Metropolidan Water District
(213)
217 -7807
4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of RIbncho Cucamonga Fire
Departmernt and any affected school district, 72 hours prior to construction indicating any d?etour and /or road closures.
5. For inspection of this project, the Contractor shall contact the Public Works Section at (90S4) 477 -2740, Monday -
Thursday, and at least two working days prior to the construction start date.
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any
City of Rancho Cucamonga easement or rights -of -way.
7. During th(e construction operations at least one 12' lane in each direction shall be provided for each direction of travel
on all streets at all times. The traffic lanes shall be maintained on pavement and shall rerrlain unobstructed.
8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, a!nd shall take sole
responsibility for the repair /replacement, at no cost to the City, for any damage to said underground utilities, pipes and
structures.
g, Contractor, shall verify all conditions and dimensions shown on the plans at the site prior lob commencement of any work.
All discrepancies shall be reported for direction immediately to the City.
10. On the d (ate and at the time of the submittal of the Bidder's Proposal the Prime Contractorr shall possess any and all
contractor, licenses, in form and class as required by any and all applicable laws with respect to any and all of the work
to be perrformed under this contract; Including but not limited to a Class A License (Generral Engineering Contractor) or
a Specialty Class "C -12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by WILY
the Prime Contractor in accordance with the provisions of the Contractor's License Law (Callifornia Business and
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto,
EXISTING 'SURVEY MONUMENTATION
All existiing survey monuments that will be disturbed by this project shall be referenced and
reset by, the City Construction Surveyor in accordance with Section 8771 of the California
Surveyors Act. Found monuments are shown on the plans and described as follows:
(SEE PLAIN)
STRIPING GENERAL NOTES
1. All details and diimenslons for traffic striping and markings and the installation thereof shall conform
to Caltrans, Stamdard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
Standard plan no?. 133, unless otherwise approved or directed by the City Engineer.
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall
conform to the Standard Specifications for Public Works Construction and the following provisions.
A. All pavement Imarkings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.,
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING.
C. Sufficient con trol points and spotting removed during sandblasting shall be replaced prior to installatiton
of striping aped markings.
D. All control polints and spotting removed during sandblasting shall be replaced prior to installation of
striping and rrnarkings.
E. All control polints and spotting shall be inspected and approved by the City Traffic Engineer prior to;
installation of new or replacement striping and markings.
F. All striping anld pavement markings installed on new road surfaces shall be approved low VOC type,
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the
first, unless otherwise noted.
g. All thermoplastic striping and pavement markings shall be Installed in one coat and be 10 mil thick (dlry),
unless otherw?ise noted.
VLY
GRIND AND PATCH -' ROUTE AND CRACK S6AL VISIBLE CRACKS
(SEE DETAIL BELOW) 1/4" OR LARGER PRIOR? TO OVERLAY (TYP.)
6TH STREET
TYPICAL CROSS SECTION
10 +50t TO 23 +50t "Ts
29 +00t TO 36 +00±
s'
1DTYP.
WILY S'LY
SHEET INDEX:
SHEET 1 TITLE SHEET
SHEET 2 REHAB PLAN
SHEET 3 STRIPING PLAN
SHEET 4 -5 T.S.V. DETECTION PLAN
t OF DOUBLE YELLOW LINE
OR MEDIAN CURB FACE
a
0'
15' 10'
a
and markings to the satisfaction of the City Engineer.
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and traffic control
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measures, in eaccordance with the city and state standards.
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J. Temporary or construction striping and markings shall be in accordance with the city
and state standdards
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and as directced by the City Engineer.
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8 "WHITE TURNING LANE LINE
3. Street Name Signs shall be installed per City Standard Plan No. 401 -A.
3
4. Traffic Signs shsll be installed per City Standard Plan No. 401 -B.
N.C. SURFACE
THRU LANE
NOTE: LEGEND, SNYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
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10'
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4" LANE LINE
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DISTANCE TO LIMIT
PER
THRU LANE
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CMU7CD. LATEST EDI
10'
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70
6 BI LANE LINE
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8 RNING LANE LRIGHT
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(SEE NOTE 2)
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NOTES:
1. TYPE D AND TYPE E LOOP DETECTOR SHALL NOT BE MIXED ON THE ME DETECTOR CHANNEILS,
2. LOOP DETECTORS ARE REQUIRED I EDICATED RIGHT TURN LANES ONL ERE SHOWN ON PLANS.
3. LOOP DETECTOR CHANNEL ASST ENTS SHALL BE PER LOOP DETECTOR PL CEMENT DETAIL EXCEPT
WHERE AUTHORIZED BY THE FAC ENGINEER.
4. LOOP DETECTORS ARE TO INSTALLED IN ACCORDANCE WITH THE PROJECT'S ECIAL PROMSyONS.
5. LOOP DETECTORS SHA E UPGRADED TO MEET THE REQUIREMENTS OF THIS STA RD PLAN..
CONTRACTOR SHALL S PLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM TH NECESStARY
UPGRADE INCLUDING UT NOT LIMITED TO THE FOLLOWING:
- INSTALL LOOP ETECTORS IN THE CONFIGURATION AS SHOWN.
- INSTALL ON EW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL F ELI TYPE D LOOPS.
- INSTALL NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED CTOR CHANNEL.
- ENSURE OPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS,
6. 1 -A -�P DETECTOR ASSIGNMENT, A= CARDINAL DIRECTION OF APPROACH; P= ASSOCIATED P Hq
7. FOR E D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL EITHER RENO A&E
(M EL C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROVED EQUAL VEHICLE
TECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TO PROVIDE ITS INTENDED
h. Under no condditions shall a roadway be left over night, weekends or holidays without
appropriate striping
and markings to the satisfaction of the City Engineer.
1. All traffic striping and pavement markings shall be installed with all appropriate permits
and traffic control
25' TRANSITION
measures, in eaccordance with the city and state standards.
VARIABLE COLD PLANE
FROM 0' TO 0.12' DEEP
J. Temporary or construction striping and markings shall be in accordance with the city
and state standdards
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and as directced by the City Engineer.
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3. Street Name Signs shall be installed per City Standard Plan No. 401 -A.
EXIST
4. Traffic Signs shsll be installed per City Standard Plan No. 401 -B.
N.C. SURFACE
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NOTE: LEGEND, SNYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
1 /•r Vrt LAlCbCK rruVK 1V VVtKLAT k1TV.) " " "•� ' ° "' """"
6TH STREET
TYPICAL CROSS SECTION
24 +00t TO 28 +00't "'S
PLANE SURFACE
�P
`-- REMOVE RESIDUAL AC LEFT BY COLD PLAN
OPERATION TO PROVIDE FULL DEPTH BUTT
JOIN FOR OVERLAY.
OVERLAY J0114 DETAIL
NTS
2
PROPOSED FINISHED
SURFACE
4
EXIST. A.C. PA MENT
THICKNESS: VARIES
*EXIST. ALLIG. CRACKS
0.12' ARHM
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TION.
CONSTRUCTION NOTES:
�1�- -- 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER
DETAIL HEREON
2)-- 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND SEAL CRACKS 1/4" AND
LARGER PRIOR TO OVERLAY)
3a- GRIND AND PATCH - 0.12' COLD PLANE, 0.12' A.C. PATCH
(NOTE: SEE PLAN AND DETAILS ON SHT. 1)
NOTE: APPROX. LOCATION ONLY, EXACT LOCATION SHALL BIE DETERMINED
AND MARK WITH THE CITY INSPECTOR.
4 _ 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM
OVERLAY PER JOINT AND TRANSITION DETAIL ON HEREON
-- ADJUST MANHOLE TO GRADE
(D- ADJUST WATER VALVE GRADE TO GRADE
7---- ADJUST GAS VALVE, SEWER CLEANOUT ETC. TO GRADE
08- INSTALL CONSTRUCTION NOTIFICATION SIGN
(SEE SPECIFICATION APPENDIX FOR DETAIL)
FIELD LOCATE APPROPRIATE LOCATION SHALL BE
APPROVED BY CITY INSPECTOR
RESET EXIST. MONUMENTS BY OTHERS.
STRIPING NOTES:
aA -RE- INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT
DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS (OPTIONAL IN LIEU TO
VIDEO DETECTION SYSTEM) (NOT USED - SEE VIDEO DETECTION PLAN SHTr.4)
@>-PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD
NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS.
C� -PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC))
@- -PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS
PER CITY STANDARD NO. 133.
(f>-PAINT 8" SOLID WHILE LANE LINE
(D- INSTALL HYDRANT MARKERS PER CITY STD. NO. 134.
@>-PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER
PER CITY STANDARD NO. 133.
@H - INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG INO. 133
ID -PAINT 8" WHITE CHANNEUZING LINE WITH TYPE "G" MARKERS PER CITE Y STD DWG NO. 133
@-PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STID DWG. NO. 133
(E>-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134.
@-INSTALL SIGN ON EXISTING ST. LIGHT POLE (SEE TYPE ON PLAN)
(j -10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE
LINE 04' O.C. (THERMOPLASTIC)
(&-PAINT 8" SOLID WHITE LINE LANE DROP LINE WITH TYPE "G" MARKERS PER
CALTRANS STD. DETAIL 37B
QO -PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A
PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39
@Q - INSTALL R81 WITH R81A OR R81 B (SEE PLAN) SIGN AND POST PER CIITY STANDARD 401B
(&-REMOVE EXIST. SIGN ON STREET LIGHT POST
TQ -PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY sm DWG. 133.
@ -PAINT 4" SKIP YELLOW- CENTERE LINE WITH TYPE "D" MARKER ilER CITY STD. DWG. 133.
&-PAINT 4" WHITE EDGELINE PER CALTRANS STD. DETAIL 27B.
@W -RE -PAINT LIMIT LINE & LEGEND (TYP)
@- INSTALL SIGN & POST PER PLAN.
(D-RELOCATE EXIST. SIGN (SEE TYPE ON PLAN)
REMOVE EXIST. SIGN
TRAFFIC SIGNAL VIDEO DETECTION INOTES:
Y FURNISH AND INSTALL ITERIS RZ4- -:AWDR VIDEO DETECTION CAMERA ON
EXISTING LUMINAIRE MAST ARM PER MANUFACTURER'S INSTRUCTION.
REMOVE EXISTING DLC'S IN CONDUIlT AND INSTALL VIDEO DETECTION
CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING
EXISTING CONDUCTORS. (MANUFACTURER REPRESENTATIVE
SHALL BE PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM)
rYl
LL1^ FURNISH AND INSTALL VIDEO DETETION PROCESSING UNIT (ITERIS
VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET.
PULL BACK EXISTING DL'S IN CABINET TO THE NEAREST PULL BOX
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(0.12' COLD PLANE AND
0.12' A.C. PATCH)
CAB
GRIND AND PATCH DETAIL
* *NOTE: GRIND HEAVY ALLIGATORED SURFACE TO 0.12', APPLY TACK
COAT AND OVERLAY WITH 0.12' A.C. (C2 -PG 64 -10) AND
COMPACT (NOTE. MAINTAIN EXISTING GRADE)
FILE: 800-2014-19
QapFESSI
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CONSTRIJCTION NOTES
1�-- 6' VAIR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER
DETAIL ON SHT. 1
0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND
LARGR CRACKS PRIOR TO OVERLAY)
GRIND) AND PATCH — 0.12' COLD PLANE, 0.12' A.C. PATCH
(NOTC: SEE PLAN AND DETAILS ON SHT. 1)
NOTE : - APPROX. LOCATION ONLY, EXACT LOCATION SHALL BE DETERMINED
AND MARK WITH THE CITY INSPECTOR.
4-- 25' ((0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM
OVERLAY PER JOINT AND TRANSITION DETAIL ON HEREON
G)— ADJUST MANHOLE TO GRADE
ADJUST WATER VALVE TO GRADE
7�--� ADJU55T GAS VALVE, SEWER CLEANOUT ETC. TO GRADE
G)— INSTALL CONSTRUCTION NOTIFICATION SIGN
(SEE SPECIFICATION APPENDIX FOR DETAIL)
FIELD LOCATE APPROPRIATE LOCATION SHALL BE
APPROVLD BY CITY INSPECTOR
RESET EXIST. MONUMENTS BY OTHERS
FILE: 800 - 2013.19
�QgpfESSr'ON�
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No. 5W72 70 z
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STRIPING NOTES:
& INSTALL VIDEO DETECTION SYSTEM SEE DWG NO. 1741 -S PROJ. SHT. NO. 4 OF 4
@--PAINT 4�" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD
NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS.
CI�-PAINJT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC)
P-PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39
aQ - INSTALL 181 WITH R81A OR R81 B (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B
o-R!EMOVE EXIST. SIGN ON STREET LIGHT POST
PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133.
Q- PAI41NT 4" SKIP YELLOW CENTERE LINE WITH TYPE "D" MARKER PER CITY STD. DWG. 133
@-PAINT 4+'m DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS &- -PAINT 4" WHITE EDGELINE PER CALTRANS STD. DETAIL 27B.
PM CITY STANDARD NO. 133. _
E�- PAIN -r 8" SOLID WHITE LANE LINE Q -INSTALL S IGNA& POST PER EPLAN.
LEGEND (TYP)
QF - INSTALL- HYDRANT MARKERS PER CITY STD. NO. 134. @- RE'yLOCATE EXIST. SIGN (SEE TYPE ON PLAN)
@>-PAIN TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER & PAINT 4 "' SKIP WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS DETAIL 40
t -553 PER CITY STANDARD NO. 133.
1 @H -INSTALIL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 (2)-R MOVE EXIST. SIGN
IQ- PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133
J@- -PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 CITY OF RANCHO C1
(K - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. Underground Service Alert
L@- INSTALL- SIGN ON EXISTING ST. LIGHT POLE (SEE TYPE ON PLAN) e�F °�E ''aG REHAB PU
(9�-10' WIDE CROSSWALK WITH 2-12" SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE Q g CSII: TOLL FREE
LINE 44' O.C. (THERMOPLASTIC) 1 8 6TH ST. PAVEMENT REH
N@ -PAINT a` SOLID WHITE LINE LANE DROP LINE WITH TYPE "G" MARKERS PER ►��►
CALTRM4S STD. DETAIL 37B 422 -4133 HERMOSA AVE. TO H�
@-PAIWT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A
FILE: 800.2014.18
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SCALE NTS
CDN'STRUCTIC N NOTES
FURNISH (AND INSTALL 8 PHASE NEMA CONTROLLER ASSEMBLY WITH DETECTOR
SE N SO R S AN D AUXILIARY EQUIPMENT IN A TYPE 'P'
CABINET. T. T P OF CABINET
FOUNDATItON SHALL BE 18" ABOVE FINISHED GRADE. EXACT LOCATION TO BE
DETERMINIED BY THE ENGINEER, SEE SHEET I CABINET AND PAD DETAIL. MODIFY
PARKWAY IRRIGATION TO PREVENT SPRINKLER SPRAY ON CABINET,
F2-1 FURNISH AND INS -TALL MODIFIED TYPE III -6F SERVICE WITH ONE 50A —IP CIRCUIT
BREAKER FOR METERED SIGNALS, TWO 30A —IP CIRCUIT BREAKERS FOR UNMETERED
LIGHTING AND ONE 15A —IP CIRCUIT BREAKER FOR METERED I.I.S,N.S PER STANDARD
DRAWING NO. 407.
El FURNISH SAND INSTALL EVP DETECTOR ON MAST ARM PER DETAIL HEREON WITH
PHASES AS SHOWN.
NOTE: LIGHTING CAN HERMOSA
PER CITY HERMOSA PROJECT
(x) = NUMISER OF LOOPS PER DETECTOR CHANNEL.
INSTALL 1 1/2' C, MT
TO SW CORNER OF
LUCAS RANCH ROAD AND Y
HERMOSA AVENUE (APPROX. —j
350') INSTALL #5 PULL 3
BOXES AT MAXIMUM 200'
O.C. IN SIDEWALK.
1f2'C, 1 DLC
/ 1 1 /2'C, MT
RW PER
CABOT WAREHOUSE PLAN
CURB PER
CABOT WAREHOUSE PLAN
1 i / ?•r . 1 nt r
"
0
•.. SIDEWALK
wv
_231' TO
CROSSWALK 11` 2 —S -02 B
1-S -02
B
4 .,..,.- ...�.,.�..,.. ,.., ..,,,, E W AL
lac
....w. ......
I 1 /2'C, I DLC--J
R P R 1 1 /2'C, I DLC
CONDUCTOR SCHEDULE
DETECTOR SCHEDULE
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DIAGRAM
AAA
CONTROLLER
SENSOR
CHANNEL
DETECTOR
INPUT
1
1
1 -S -02
(2)
2
2
2 -S -02
(4)
10
2
1
3 -S -02
(1)
5
2
4 -S -02
(3)
13
3
1
1 -N -06
(2)
6
2
2 -N -06
(4)
14
4
1
3 -N --06
(1)
1
2
4 —N -06
(3)
9
5
1
1 -W -04
(2)
4
2
2 -W -04
(2)
12
6
1
3 -W -04
(2)
20
c
UNUSED
-
7
1
4 -W -04
(1)
7
2
5 -W -04
(3)
15
8
1
1 -E--08
(2)
B
2
2 -E -08
(2)
16
9
1
3 -E -08
C2)
24
2
UNUSED
-
10
1
4 -E -08
(1)
3
2
5- -E -08
(3)
11
11
1
EVP 02
PMT 3
2
EVP 04
PMT 4
12
1
EVP 06
PMT 5
2
EVP 08
PMT 6
(x) = NUMISER OF LOOPS PER DETECTOR CHANNEL.
INSTALL 1 1/2' C, MT
TO SW CORNER OF
LUCAS RANCH ROAD AND Y
HERMOSA AVENUE (APPROX. —j
350') INSTALL #5 PULL 3
BOXES AT MAXIMUM 200'
O.C. IN SIDEWALK.
1f2'C, 1 DLC
/ 1 1 /2'C, MT
RW PER
CABOT WAREHOUSE PLAN
CURB PER
CABOT WAREHOUSE PLAN
1 i / ?•r . 1 nt r
"
0
•.. SIDEWALK
wv
_231' TO
CROSSWALK 11` 2 —S -02 B
1-S -02
B
4 .,..,.- ...�.,.�..,.. ,.., ..,,,, E W AL
lac
....w. ......
I 1 /2'C, I DLC--J
R P R 1 1 /2'C, I DLC
CONDUCTOR SCHEDULE
Pf*ASE
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DIAGRAM
AAA
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==
1
CUB E
CITY HERMOSA PLAN
RW PER CITY HERMOSA PLAN 6
FUTURE CURB AND SIDEWALK
PER CITY HERMOSA PLAUS
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W
—BIKE ZONE (LAYERED; ITERIS DETECTION ZONE WITH SEPARATE OUTPUT
ADVANCE DETECTION 'ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP)
STOP BAR DETECTIONS ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP)
BIKE DETECTION ZONIES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE)
201,
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POLE SCHEDULE
STANDARD SEE MOUNTING PPB POLE LOCATIOIN
. Na MITE L UMINAi ;RE I,I,S.N,S.
E TYPE SIG, FU T. LUM, HEIGHT HPSl E B C
!'° LEGEND REMARKS-
! M.A. M.A. M,A. VEHICLE PED PHASE ARROW
1 15 - - 15' 30' 200W SV -1 -T SP -1 -CS 2 - _ 10 s, -
2 24 -4 -80 25' 35' 15' 30' 200W — MAS SV -1 —T SP -1 —CS 2 �+ Hermosa 8` - 3' 2,3
e[ t
;3 15 — — 15` 30' 200W — — SV -1 —T SP -1 -CS 4 _ ill 31
cu 0
4 00W 24 -4 -80 25' 35" 1S= 30' 2 — MAS SV -1—T SP -1 —CS 4 -09F--- Sixth ' lI' — 3`' 2,3
5 15 - - 15' 30` 200W - _ uacv -
S V -1- T SP -1 -C S 6 --- -"-fir► - - 10' 3'
1 S7+- 24_4_80 25' 35' 15' 30' 200W - MAS SV -1 -T SP -1 -CS 6 -0 Hermosa �eao `�' - 31 213
15 - 15' 30' 200W SV-1_T SP -1-CS - 8 ---Ir► - - 10, 3' -
8 24 --4 -80 25' 35' 15` 30' 200W — MAS SV -1 —T SP -1 —CS 8 -O --- Sixth �„�r 9` — 3' 2r3
1. ALL EQUIPMENT IS NEW,
21 INSTALL IISNS ON HORIZONTAL ARM PER DETAiIL pN SHEET 1.
3, ADAPT MOUNTING PLATE ON MAST ARM TO POLES SIMPLEX, 0**MNM
F1 W
,,—EMERGENCY VEHICLE
PREEMPTION DETECTOR
r 12 r
12 1
W PER CITY HERMOSA
1.5' TO 35':'� --- -ASTRO Mind -Brae AB- 0155 -L OR
REDUCER AB- 0132 -L MOUNT OR
-_ APPROVED EQUAL
PP SIGNAL POLE
EP PER CITY HERMOSA I MAST ARM
00 0 (ONE WAY f ONE OUTPUT)
_,0
EMERGENCY VEHICLE DETECTORS
RW PER CITY HERMOSA PLAN
CURB PER C ITY HERMOSA PLAN
B B AVENUE
F;
c� i 1/C, y 2
Li
6 ? D
08
.0"MW
1 112'C,
1r+$ JEVP 6 --• 1 DLC
d 4}Ei 4
�r
Y
B 2 —N -06 16'
3— N -06� _
B 11 231' TO
Y 1m ---NI— 6 CROSSWALIf
B t 3 ,.
4 }
rev b2 W,v
EV 3 _..- _ ___ ___
Y u TRAFFIC SIGNAL VIDEO DETCTION NOTES:
,� I 02
04 IA4 2P "" """" " " FURNISH AND INSTALL ITERIS RZ4 —AWDR VIDEO DETECTION CAMERA OIN
0 RW PER EXISTING LUMINAIRE MAST ARM PER MANUFACTURER'S INSTRUCTIONS.
$ CITY HERMOSA PLAN REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION
CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING
EXISTING CONDUCTORS. MANUFACTURER REPRESENTATIVE SHALL BE
e �� ��� COORDINATE REMOVAL (
OF 20OW STREET LIGH11T PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM)
8 BY EDISON.
* 8 M-- FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS
i'-E 08 PP VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET.
0001K
1
PULL BACK EXISTING DLC'S IN CABINET TO THE NEAREST PULL BOX.
Z
.. _ A
or-- a
1 12' 1 14'
0
M
cu
2'C, 2 #12, 3 #10
—2'C, 2 #6
27
- 3'C, MT, PER SCE
REQUIREMENTS
- EDISON VAULT
#V5383594
--1 1/2'C, I DLC
11 /c 'C, I DLC
!
e
w
Mr
DWG. 2374
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Pf*ASE
DIAGRAM
1
FUTURE CURB AND SIDEWALK
PER CITY HERMOSA PLAUS
t.
i
X
MMl.Ir!
W
—BIKE ZONE (LAYERED; ITERIS DETECTION ZONE WITH SEPARATE OUTPUT
ADVANCE DETECTION 'ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP)
STOP BAR DETECTIONS ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP)
BIKE DETECTION ZONIES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE)
201,
{
�-3 —S-
04 3
'VP
04
I
I
f
it y ,r
i j !
r � r
! (
r � (
r
! 7
I (
I (
r
� I
{
I
1
I
I
I
I
1
I
I
i
r I
i
S 1
I
i I
Ii 1
I
E
I
4 I
t t
i
t E
i
I
I
I
I
I
POLE SCHEDULE
STANDARD SEE MOUNTING PPB POLE LOCATIOIN
. Na MITE L UMINAi ;RE I,I,S.N,S.
E TYPE SIG, FU T. LUM, HEIGHT HPSl E B C
!'° LEGEND REMARKS-
! M.A. M.A. M,A. VEHICLE PED PHASE ARROW
1 15 - - 15' 30' 200W SV -1 -T SP -1 -CS 2 - _ 10 s, -
2 24 -4 -80 25' 35' 15' 30' 200W — MAS SV -1 —T SP -1 —CS 2 �+ Hermosa 8` - 3' 2,3
e[ t
;3 15 — — 15` 30' 200W — — SV -1 —T SP -1 -CS 4 _ ill 31
cu 0
4 00W 24 -4 -80 25' 35" 1S= 30' 2 — MAS SV -1—T SP -1 —CS 4 -09F--- Sixth ' lI' — 3`' 2,3
5 15 - - 15' 30` 200W - _ uacv -
S V -1- T SP -1 -C S 6 --- -"-fir► - - 10' 3'
1 S7+- 24_4_80 25' 35' 15' 30' 200W - MAS SV -1 -T SP -1 -CS 6 -0 Hermosa �eao `�' - 31 213
15 - 15' 30' 200W SV-1_T SP -1-CS - 8 ---Ir► - - 10, 3' -
8 24 --4 -80 25' 35' 15` 30' 200W — MAS SV -1 —T SP -1 —CS 8 -O --- Sixth �„�r 9` — 3' 2r3
1. ALL EQUIPMENT IS NEW,
21 INSTALL IISNS ON HORIZONTAL ARM PER DETAiIL pN SHEET 1.
3, ADAPT MOUNTING PLATE ON MAST ARM TO POLES SIMPLEX, 0**MNM
F1 W
,,—EMERGENCY VEHICLE
PREEMPTION DETECTOR
r 12 r
12 1
W PER CITY HERMOSA
1.5' TO 35':'� --- -ASTRO Mind -Brae AB- 0155 -L OR
REDUCER AB- 0132 -L MOUNT OR
-_ APPROVED EQUAL
PP SIGNAL POLE
EP PER CITY HERMOSA I MAST ARM
00 0 (ONE WAY f ONE OUTPUT)
_,0
EMERGENCY VEHICLE DETECTORS
RW PER CITY HERMOSA PLAN
CURB PER C ITY HERMOSA PLAN
B B AVENUE
F;
c� i 1/C, y 2
Li
6 ? D
08
.0"MW
1 112'C,
1r+$ JEVP 6 --• 1 DLC
d 4}Ei 4
�r
Y
B 2 —N -06 16'
3— N -06� _
B 11 231' TO
Y 1m ---NI— 6 CROSSWALIf
B t 3 ,.
4 }
rev b2 W,v
EV 3 _..- _ ___ ___
Y u TRAFFIC SIGNAL VIDEO DETCTION NOTES:
,� I 02
04 IA4 2P "" """" " " FURNISH AND INSTALL ITERIS RZ4 —AWDR VIDEO DETECTION CAMERA OIN
0 RW PER EXISTING LUMINAIRE MAST ARM PER MANUFACTURER'S INSTRUCTIONS.
$ CITY HERMOSA PLAN REMOVE EXISTING DLC'S IN CONDUIT AND INSTALL VIDEO DETECTION
CABLES. CONTRACTOR SHALL TAKE ALL DUE CARE OF PROTECTING
EXISTING CONDUCTORS. MANUFACTURER REPRESENTATIVE SHALL BE
e �� ��� COORDINATE REMOVAL (
OF 20OW STREET LIGH11T PRESENT DURING INSTALLATION OF THE VIDEO SYSTEM)
8 BY EDISON.
* 8 M-- FURNISH AND INSTALL VIDEO DETECTION PROCESSING UNIT (ITERIS
i'-E 08 PP VANTAGE EDGE OR APPROVED EQUAL) INSIDE CONTROLLER CABINET.
0001K
1
PULL BACK EXISTING DLC'S IN CABINET TO THE NEAREST PULL BOX.
Z
.. _ A
or-- a
1 12' 1 14'
0
M
cu
2'C, 2 #12, 3 #10
—2'C, 2 #6
27
- 3'C, MT, PER SCE
REQUIREMENTS
- EDISON VAULT
#V5383594
--1 1/2'C, I DLC
11 /c 'C, I DLC
!
e
w
Mr
DWG. 2374
nV
/ 1
P
D
T1