HomeMy WebLinkAbout2577-18ao
0
00
r
n
N
0
0
CQ
Cq
d
E♦
V)
W
z
x
E�+
s
CLOSE ALONG
11 E SI OF SIERRA AVE
e
EX ME.) AN t N
23 1 44 1 S o
�..E'X 1JWRB LSE C•11TER EX DWY EX D�fVY1.1
CLOSE DRIVEWAYS ALONG
WEST SIDE OF SIERRA AVE
L ----�..._... �------------ _N --..........- ------------
.---- .-.-..-__-... .- N
x
(� 10' J C30
i--1 1Pi IL
• • 10' SPACING • •
17 -�- -
p id, SACAG s1
i�
w 3
m
V) N
� � GNii
W it
z II
ALTERNATE DRIVEWAY SIERRA
x
E�+
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR Y" DIG ALERT I.D. NUMBER GLI
UNDERGROUND SERVICE ALERT
TOLL F'I•E 1-41110-422-4133
TWO WOM111 i DAYS BEFORE YOU DID
REVISIONS
No. By I Date
EX DWY
c
Y
00
M
�w
O
0
�. SCALE: 1 "=40'
we
NRAMP
i /
----- ------ -_ .--------------------------._.__.__ - �---- .__ �- _.__-------- .--- - ."_.---
_. -
N
71
C-4
N W
------------------
18 ----- 4--- --- --- ? - _ _ ....._- �- 0
o
a
--------------
w
_ w
EX DWY
EX A.C. BERM—/
W® j
OF'FRAirMP I PLI
-- z
-- x
U
Ei
SCALE: 1 "=40`
CLOSE DRIVEWAYS ALONG
WEST SIDE OF SIERRA AVE
E♦
EXDWY EX DYN
__----_------- _ �_ E
EX DWY
i • • o
• • • —� —�- --�-- -♦-- ♦--
N
2 '' R1 -- - 731- O 32 • • • • •17 • •33• - 0
N w
_---�---- Y - - - e EX CONC111" G66 ti w
._ f EX EX DWY EX Cl�!!d1'-�..,._.______-------------- _----------------------------/ IF '%
D` EX
— — — —
CONTRACTOR SHALL NOTIFY KAISER
PERMANENTS HOSPITAL OF DATES do W
HOURS OF WORK. EMERGENCY ACCESS Z
SHALL BE ALLOWED AT DRIVEWAYS AT STA
SIERRA AVENUE 33+75 PRIMARY ACCESS) AND/OR AT STA 4
VALLEY • •
BOULEVARD • •
LANE CLOSURE PER • • i C20LT OR VALLEY BLVQ
CALTRANS STD PLAN T11 -ib-Cl SPACED AT 350
STA 00+00 C
Cts
DETOUR TRAFFIC AT JUNIP R AVENUE
TO SIERRA AVE 0 SAN BERNARDINO AVE
TYPE M & ARICAM +
C2 do TYPE N MARKERS�) C2, SIT; at C5RT
IN EACH LANE
---
�_ _ EX DWY 1\ _ EX DWY
N
37 38'.-R- 3 9
N7 • • • 1
10' SPACING
0
`---- EX CURB At G ITER
AVENUE
City Aprroval I Date
PLACE SIGNAL ON FLASHING RED
DURING CONSTRUCTION HOURS ONLY.
CONTRACTOR SHALL MAKE ARRANGEMENTS
WITH CITY FOR FLASHING OPERATIONS.
48 HOUR ADVANCE NOTICE REQUIRED.
Sed
QKOFESS/0
X14; 0-
w W
Na 2!001
Exp. 3-31-99 #
CNIL
f OF CA'Of
0
T10'*SPACING
�1
15' Ill 0
mliffim
ion
G66
35+25 ALTERNATE ACCESS) AT ALL TIMES x
E4
TRAFFIC CONTROL NOTES
1. WORKING HOURS SHALL BE BETWEEN 10:00 P.M. AND 6:00 A.M.
2. ALL TRAFFIC CONTROL DEVICES FOR CONSTRUCTION SHALL CONFORM TO
THE LATEST EDITIONS OF THE "MANUAL OF TRAFFIC CONTROLS", AND THE
CALTRANS STANDARD SPECIFICATION AND PLANS.
3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY
REFLECTIVE SHEETING.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES OR OTHER TRAFFIC CONTROLS AT ALL TIMES.
5. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
ERRA AVEm__ SIGNING, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES TO THEIR
IR,OLD AVE ORIGINAL CONDITION OR IN ACCORDANCE WITH THE PLANS.
SCALE: 1 "=40' 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR
COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED
,FURNISH AND INSTALL C5 SIGNS AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE
ALONG DETOUR ROUTE AS NEEDED ENGINEER.
rO EFFECT THE DETOUR - COORDINATE 7. ALL EXISTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE
WITH THE ENGINEER PLANS, IF REMOVED DURING CONSTRUCTION, SHALL BE REPLACED IN
i0•600' 300' 300' -we CONFORMANCE WITH THE STRIPING PLAN OR AS DETERMINED BY THE
ENGINEER.
8. TAPER LENGTH, NUMBER AND SPACING OF CONES SHALL CONFORM TO
CALTRANS STANDARD PLANS T11 TABLE (1), OR AS DETERMINED IN THE FIELD
ARROW BY THE ENGINEER. SPACE DELINEATORS OR CONES 10' ON CENTER AT TURN
SIGN j C20 RT J C20 RT j C1A LANES, THROUGH INTERSECTIONS do WHERE SHOWN ON THE PLANS.
• 1 9. FIELD CONDITIONS AND SAFETY MAY REQUIRE MODIFICATIONS TO THIS PLAN AND
• ADDITIONAL TRAFFIC CONTROL DEVICES AT THE DIRECTION OF THE ENGINEER.
-i`— •-- • —� • 10. THE CONTRACTOR SHALL NOTIFY LOCAL AUTHORITIES OF HIS INTENT TO BEGIN
WORK AT LEAST FIVE (5) WORKING DAYS BEFORE WORK IS BEGUN. THE
CONTRACTOR SHALL COOPERATE WITH LOCAL AUTHORITIES RELATIVE TO TRAFF�
HANDLING THROUGH THE AREA.
11. CONTRACTOR SHALL PROVIDE ACCESS THRU THE ZONE FOR
TRUCK TRAFFIC.
LEGEND 12. CONTRACTOR SHALL USE FLAGGERS ON LOCAL ROADS WHEN DEEMED NECESSARY
TO ASSIST SAFE TRAFFIC FLOW OR AS DIRECTED BY THE ENGINEER.
TYPE BARRlCADE 13. EMERGENCY DRIVEWAY AT STATION 33+75 AND PARKING DRIVEWAY AT
• DELINEATOR OR CONE, PLACE ARM STATION 35+25 - ONE OF THESE DRIVEWAYS MUST REL WN OPEN AT ALL
ON TOP OF DELINEATORS EVERY 200' TIMES FOR EMERGENCY ROOM ACCESS.
& AT LOCATIONS DIRECTED BY THE 14. CONTRACTOR SHALL PROVIDE AND INSTALL BLUE BACKGROUND
ENGINEER INFORMATION SIGNS, PER CALTRANS STANDARDS WHERE SHOWN ON THE
-w- SIGN AS SHOWN (SIGN CAN BE ON TRAFFIC CONTROL PLANS. SIGN SHALL READ KAIS€R EMERGENCY
TYPE II BARRICADE IF IN PLACE ACCESS AHEAD WITH DIRECTIONAL ARROW.
LESS THAN 24 HOURS) 15. WORK SHALL BE PHASED SUCH THAT NORTHBOUND AS WELL AS
G" SERIES SIGN "KAISER SOUTHBOUND TRAFFIC ON SIERRA AVENUE HAS UNINTERRUPTED ACCESS
EMERGENCY ACCESS AHEAD' TO EMERGENCY ACCESS DRIVEWAYS.
W4TH ARRn 16. NORTHBOUND LANES CLOSURE FROM VALLEY TO EMERGENCY ACCESS
DRIVEWAYS SHALL BE MINIMIZED AND LANE CLOSURE BE PICKED UP AS
FLASHM RID LIGHT SOON AS WORK IN THE CLOSURE AREA IS COMPLETE.
17. CONTRACTOR SHALL BE IN CONSTANT COMMUNICATION WITH KAISER
HOSPITAL CONCERNING EMERGENCY ACCESS. KAISER SECURITY WATCH
COMMANDER ON DUTY AT TELEPHONE NUMBER 909-427-5500.
18. CONTRACTOR SHALL HAVE ADDITIONAL FLAG PERSONS AVAILABLE TO
FACILITATE TRAFFIC TO AVAILABLE EMERGENCY ACCESS DRIVEWAYS AS
WARRANTED BY FIELD CONDITIONS.
MARYGOLD 'big
AVENUE
C1
C18
SUBMITTED BY:
FELIPE R.
DATE:, 3////54f /`TTY AF FANTANA 0A771WA1PNTA I
r )Q, D2
R.C.E. No. 29001
r
Jc*iN GAN a
AasoaATE,% Na
PAVEMENT REHABILITATION PROJECT
Consulting Engineers
25814 Business
Center Dr.. suite A
DRAWN
M.S.
SIERRA AVENUE
SCALE
/
Redlands,
Co. 92374
DESIGN
TRAFFIC CONTROL PLANS
DATE
D.D.B.
PHASE II
04/98
(909) 889-0676
(909) 799-8944
NECKEDZPA"
J"OA Yom/ _j
DR No.
SHEET 18
®
F.R.C.
APPROVED CI TRAFFIC ENGI EE . No. 26696
2577
I OF 20