HomeMy WebLinkAbout3940-2O
CL
w
a
!
I
I
I , I
I
I I
+10
�I
5
II
1 " I
ao I i I
I I
+In
EXISTING TRAFFIC SIGNAL INTERCONNECT. wI T'�
�o i J1
EXIST. R.O.W. � CURB & GUTTER
SIC E / +
EXISTING TRAFFIC SIGNAL INTERCONNECT.
2 0
] 1 3
CURB & GUTTER F --
r N
EXIST. R.O.W.
�'-! . �t . ---
Ic
_ _ _ , - , �• r 25" WATER
i
A_4 /
/ // / 10" SEWER O — �M
--//---- --'/— Ufj
----0 -------------------------
STORM DRAIN
— —STORM DRAIN
— — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -' — — — — — — — — — — — — — — — — — — — — — — — — — — O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
+ 561+ + 562+ + 563+ 564+ + 565+ + +566 + + 62+ + \\ 63+ + 64, 65+ + +\\\ 66+ + 67+
61 \\
S U M M I T STA 566+49.61 (BACK) SUMMIT 25' WATER A V- E- N- U- E
- STA.60+61.1z MEDIAN CURBS
= STA.214+56.11 LYTLE CREEK \\
'T,
TELEPHONET
EXIST. R.O.W.
EXIST. C & G
0
co
W
121
I
__. TELEPHONE—i
O
FUTURE TRAFFIC SIGNAL CONTROLLER. 5 +
N
N
Q
W
I I I I
Z, 1
W Q
F -
121
FUTURE LETTERED LOT
CURB & GUTTER
RECORD DRAWING
BASED ON INFORMATION PROVIDED BY
CITY INSPECTOR
WARREN C.SIECKE. R.C.E.18707 (EXP. 6-30-07) DATE
EXIST. R.O.W.
EE�
In
2 T
N
Q
Q /
M ~ � IN ~NN EXIST. R.O.W. CURB & GUTTER n CURB & GUTTER --EXIST. R.O.W. � /
iI 0iI
i
O -- -- -- -- -- - -- -- -- - / - -- -- - -- —�� !-- -- -- -- SIC O W
.� SISc:_,,�
SIC W
// Y Y 1 O N
Y Y // I 1 10" SEWER A -A
W 10" SEWER �,_,� / ` — — — — —
_p — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ` — — — — — — — — — '- —
—----------—
Q 1 STORM DRAIN Q STORM DRAIN Q
---- 0 I
N— — — — — — — — — 68 — — — — — — — — — — — — — — — —--- — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — "\\\ — — — — — — — — — — — — — — — — — — — — — — — — — — — -' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '- — — — —
Lij> + + / 69+ + 70+ + 71+ + 72+ 4 T3+ + T4 ` \ \ 75 76 + 77+ + 76+ 79+ + 80+ +
/ + \\ + + +
STA.73+74.19 SUIT \\\ I W
MM
GO l . STA.10+00.00 KNOX \\ I J
Q \\ 25" MATER
25" WATER 25 WATER
W w MEDIAN CURBS S -U -M -M -1-T ,_Y \\ ; _Y A V E N U MEDIAN CURBS 1 ^' Z ;
\\
\\ _
-- -- -- -- U W
Lu wI
Q to
< EXIST. R.O.W. CURB & GUTTER---
_ .
1
O
/ o
t!)
+
W
F-
• LL
1 Q W
F— J
N
3
I W
Go
W
W W
Z (n
I U
Q
GRAPHIC SCALE
( IN FEET )
40 0 40 80
1 " = 40' (ORIGINAL)
L
/i
0 , J
Z !i
CURB & GUTTER
LOT "B"
EXIST. R.O.W. `
INTERCONNECT GENERAL NOTES I INTERCONNECT CONSTRUCTION NOTES
1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 2002 STANDARD PLANS 7. THE ALIGNMENT OF THE INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS 0 Fl I INSTALL 6 EACH 1.5" SCHEDULE 40 HIGH DENSITY POLYETHYLENE DUCTS
AND SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. POSSIBLE. HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS AS SHOWN, AAM AS BETATMED 9PI SMrC�LL
�CTA�Tj
SHALL HAVE MINIMUM RADII OF 3 FEET.
2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR [-2INSTALL INTERCONNECT PULL BOXES AS SHOWN, 600 FOOT MAXIMUM SPACING
SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB 8. ALL INTERCONNECT PULL BOXES SHALL BE FIBERGLASS, 48.5"X 30.5"X 30" UNLESS OTHERWISE DETAILED OR STATIONED. SEE GENERAL NOTE 8.
SITE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND DEEP, HAVING LOCKING LIDS, AND BE LABELED 'COMMUNICATIONS' ON THE LID.
SERVICE ALERT AT (800) 227-2600 PRIOR TO ANY EXCAVATION. [3]INSTALL SIGNAL INTERCONNECT CABLE (SIC) IN THE ORANGE DUCT.
9. PULL BOXES TO BE INSTALLED ARE TO BE AT 600 FEET MAXIMUM SPACING SIC RUN SHALL BE CONTINUOUS, CONTROLLER TO CONTROLLER (OR
3. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TERMINATION PANEL), WITHOUT SPLICING.
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT.
44] ENTER EXISTING INTERCONNECT PULL BOX WITH DUCTS AS SHOWN.
4. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF CONTINUE SIC TO CONTROLLER TERMINATION PANEL, WHERE APPLICABLE.
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. CONNECT SIC IN TRAFFIC SIGNAL CABINET PER TRAFFIC SIGNAL
CONTROLLER MANUFACTURER'S REQUIREMENTS.
5. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY
DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE F5] ENTER PROPOSED TRAFFIC SIGNAL CONTROLLER THROUGH CONDUIT AS SHOWN.
VEHICLE AND/OR PEDESTRIAN TRAFFIC. THE CONTRACTOR SHALL FOLLOW THE CONTINUE SIC TO CONTROLLER TERMINATION PANEL, WHERE APPLICABLE.
MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK CONNECT SIC IN TRAFFIC SIGNAL CABINET PER TRAFFIC SIGNAL
ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST CONTROLLER MANUFACTURER'S REQUIREMENTS.
EDITIONS. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY
THE ENGINEER, AND ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY 1:fl LOCATE, INTERCEPT, REWORK AND EXTEND 6 EACH EXISTING POLYETHYLENE
BE REQUIRED. DUCTS TO NEXT PULL BOX AS SHOWN .