HomeMy WebLinkAboutNichols Rd. Phase 2 @ Alberhill Ranch rd. pg. 14 CONDUCTOR SCHEDULE CONSTRUCTION NOTES EQUIPMENT SCHEDULE
P CONDUIT SIZE AND RUN POLE DATA H.P.S. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON
AWG SIZE O RE-PROGRAM VIDEO DETECTION FOR 08 ADVANCE DETECTION SIGNAL POLE LOC. -
PHASE :LS.N.S.
CABLE RNPE L NO. TYPE HEIGHT M.A.MA M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "A" "B"
E
AA AAA -(A7 29A-5-100 35' ° 40' 15' 310 SV-2-TA F MAS _ - - - SHOWN 6 • Alberhill-Ranch Rd
/RO
A 02,03,08 - - - 1 1 AS
B 19A-4-100 35' 25' 15' 310 SV-1-T MAS - - - - 41' Nichols Rd
B 02 02PPB(FUT.) -- - 1 4 1 ° SHOWN.
C 04,04P /02PPB(FUT.) 1 1 1 1 - - 1 1 OC 29A-5-100 35' 30' t5' 310 SV-1-T MAS SP-1-T - - - 13' 3' • Alberhill Ranch Rd
D 02 /04PPB - 1 1 - - i i D 1-A 10' - - - N-1-T - - B 02 N 12' 3' -
E /04PP8 - - - - 0 _ _ _ _ _
E 21 TS 35'. 15' 310 B 02 N 12' 3'
F 03,04,04P - - - - 1
/ F 21TS 35' - 15' 310 SV-2-TA - SP-1-T - - - 12' 3'- - - - -- - - - - ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED - CITY LOGO
TOTAL CABLES - 12 CON / 3 CON 1 2 2 i 2 5 *- EXACT POLE LOCATION DETERMINED BY ENGINEER IN THE FIELD. POTHOLE POLE
#6 SIGNAL SERVICE - - - - - FOUNDATION LOCATIONS PRIOR TO INSTALLING POLES.
°- T PROVIDE ALL NECESSARY MODIFICATIONS TO ACCOMODAE SHORTER MAST ARM.
- #10 LUMINAIRES 2 2 2 2 - - -
#12 IISNS 2 2 2 2 -
VANTAGE ITERIS CABLE 1 1 1 2 3
TOTAL. 1 1 1 2 3
3M MODEL 1381 EVPE 2 2 1 1 .3.
12PR#22 SIC - - - - -
PERCENT FILL (%) 1157 13% 13% 12% 14%
CONDUIT SIZES (INCHES) 3" 4" 3" 4" 2-4" O INTERIM SIGNAL PHASE DIAGRAM .B.
ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED.
0 2 0 CR
d < NOTE:FQP A'AND 9'DIMENSYON$
MAST ARM MAST ARM MOUNTING NOT USED we m B�p E As
CLAMP(PELICO NO.. —
AS-121 OR EQUAL) _ 01 0 0 ~04~ e0 -
m
DETAIL "A" oN o
3M OPTICOM MODEL 721/722 + o NOT USED NOT USED NOT USED
EMERGENCY VEHICLE PRE—EMPTION N + CIF
DETECTOR ASSEMBLY NI CHOL S In O R9 a 05 06 07 08
ROAD
——
027
02 ._.` — - - - - - -
---- -- ---- -- -- — — — — — — — — — — — — — — — — — — — — — — — — —
- - -._ .-.- -- — _ ..- —
- — — — — — — — - - A SEE DETAIL "B" FUT. R/W
EX. METAL BEAM GUARDRAIL FUT. CURB & GUTTER
— — — - - — — - - - - - - — — — — — — - - - - - - -
08
EX. EOP FUT. RAISED MEDIAN--NPR. EOP FUT. RAISED MEDIAN
— — — — — — — — — — — — — — 3 0 0' TO -
08
25 27 0
2 2' 0 3-08(15) c^ 2Q zO LIMIT LINE —
\ 1-03(3) r
-04
1-04(4)PJDO' TO2-04(12)MT LINE 04 03+08 0.
- Wit
� a 3-0411 - -
0Cp 1 y oa
2 I 04 -
EX. CURB & GUTTER O O EX. CURB & GUTTER � '�
EX. R/W EX. R/W
5
1 I
NEW O 2" 212 O 2 R NEW 2"C.,. 2#10 10,2#12
N D
Y g
2
wy
O G EX. R/W�_ I I ej EX. R/W
GENERAL NOTES EX. CURB & GUTTER ~I I EX. CURB & GUTTER
1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86 OF THE
MOST CURRENT STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY GA I
CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. 7' 13 4' 0' 3' 17• UNDERGROUND STRUCTURES
I I ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND OFESSON
2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETAIL "B"B"
THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION
DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND I �F
12". 4-SECTION VEHICLE HEAD HEAD ' AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS -
DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT
NO SCALE � I �, � PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR SAUL M. KANE
227-2600. -
(800) ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTIUnES OR STRUCTURES NOT No. 81311 A _
(�B ( � I, TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE i ♦ f
3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. I I V REPORTED CvNil<AC10'I< iS'I<EQUIKLU 10 IAKE DUE PRECAUTIONARY MEASURE TO PROTECT U11'i'LiES OR .1)EP6/130/09
STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL sr CIVIL4.OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. T BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR f OF rAVEOC� i
5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH FULL CIRCLE VISORS, PULLBOXES SHALL BE ALBEI�HILL STRUCTURES CONCERNED BEFORESTARTING WORK. .
NO. 6 AND CONDUIT SHALL BE 2" RIGID METAIL EXCEPT AS SHOWN. ALL SIGNAL HEADS
AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN &.PEDESTRIAN (HAND, /7-�{ /T-JT R rn
FLASHING HAND, WALKING PED) INDICATIONS SHALL BE LED. RANCH 1 1 B� OAD 20' O m, 40' 10,
6.EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE SCALE/N FEET
POTHOLED PRIOR TO INSTALLATION.
BENCHMARK Underground Service Alert. MARK DATE REVISIONS APPR. DATE THESE PLAN HAVE BEEN REY/EWED FOR SEAL tie®Br. UNAUTHORIZED CHANGES:
L'bMPL/ANCE W/7N THE APPROPR14TE COND/7701VS CITY OF LAKE E L S I N O R E SHEET
o . Call: TOLL FREE OF 19EVELOPMENT AND OR CITY AND STATE uNSCOTr,TAW at�lSPAN,BJCINEW c4U7)aV-7NE LAG/NEER AWPARIAG 7NEst'NAW HU NOT eE
� `"NT`A° W P"44CF MM &F AP >HERY CFD. STREET NPROVEWENT PLAN 14
LAWS, AND A PERMIT CAN BE/SSUED. ""•"` "�"`•'�'"" ` PUNS ALL(.Y?"461!70 7IJESE PLANS Y(/ST%V IW 3 A9E'O BY
o any :w •» PRMER OF 7NESE F"W wv 7W LYJ)'ZAMEE7R
1—V 00
•�`^` NICHOLS ROAD PHASE 2
227-2600 �� 08 14
DAre�r o 08 �NgER Tr�E suPERrzs"°N a� SCALE r=zo AT AL BERLB RILL RANCH ROAD OF
SHEETS
TWO WORKING DAYS BEFORE YOU DIG C1TY ENGEN INEER C17Y OF LAKE ELSINO E6130109 L N.I NE(6/1311 g/3p/pg DATE 3/25/08 STAGE 2 - TRAFFIC SIGNAL INSTALLATION PLAN FILE No.
DESIGNED BY: DRAWN B14 CHECKED B\4 R.C.E. NO EXP. DATE_
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