HomeMy WebLinkAbout4974-2I
t
I
I
,
SIERRA AVENUE
EXIST. R/W LINE E.P. LINE
EXIST. R/W LINE FUT, CURB PROP. R/W LINE
— — — —
PROP. R/W LINE �— — — — — —
___.._.....__._.____________......__._,.._—__._.------
� t _-___._____ —_-... '� . , t
ft (`l
Rr. R ?t!
tYt (Yi re. I',
./.,. t r..j -.-- -_ ! x.11/ 1 11 - T_tr-
1 _.__._ _____.-._.—__ ......._.-..,__._�_—.
' - ! f J i.'11 W..
--ti C:i lJ - t'r 1 _� - r r t �. .-_ • / __. r' '-Jr _ r`, i _._._ ---__...._.....,..._______..___._._._r (_____ p y __...._...._...______.__.__-__-_-_._____....._._._ - ��'y - Y •+ _ _ _ _ _ _ _ __ i - - _ _ _. __ _ _ _ _ - - - - _ -. _ _ - - _ - _. __ _ _ _
w 1�.1 --------------_------- l}1/ --...---------.._._._.-------- 4'1 -----------------------•-- ----- -- ----- --- - ----------------- ---- ---- 1
___ _.___-__.._... .._. .__-.-__. __.____-______._- __.______. ...___ 1_7
36 13 1s;
----- v� ,7f (j 56 _
__- ---_
_
----------___.------------- ---- - J
_L
I150 0._T_...E._.___--- VISTA DR.
_----- — G __-_ ---- _�-_---- ---- ---------
-
__ —_ - - -—;._________._
{------- ------
_
- _----_ -- _
------" --
- .... -' -----
s
€---------------
co
C)
N_
Q
C
CURB LINE URB LINE TRAFFIC SIGNAL CONSTRUCTION NOTESm R/W LINE
1 R/W LINE
Fil FURNISH AND INSTALL 6-1.5" SCHEDULE 40 HDPE CONDUITS PER DETAIL "A",B"8c"C". THE
CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN.
FURNISH AND INSTALL ONE PULL ROPES IN ALL CONDUITS FOR FUTURE CABLE. CONDUIT
SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10 -FOOT RADIUS. SEE SHEE 1 FOR
MORE DETAIL. INSTALL 96 STRAND SMFO CABLE IN ORANGE CONDUIT. COIL 50' IN EVERY PULL BOX.
SEE TRAFFIC SIGNAL PLAN
FURNISH AND INSTALL P48 PULL BOX WITH MINIMUN 10 CONDUIT SWEEPS SEE GENERAL NOTE 3.. SHEET 1
DUNCAN CANYON ROAD
' FUT. CURB LINE
I i I FUTURE R/W LINE
SIERRA AVENUE
I � EXIST. R/W LINE
W 1J I EXIST. R/W LINE E.P.LINE — — PROP. R/W LINE
w FUT, CURB PROP. R/W LINES
m _--------_-- ------------ -------------- ------•----------- - --- ..._------
I'D
l 1 -------_._......------------._-._...-------------_.._ 4l "'_._--------.__.__._...----------__. __,._... t 4 , -
t `
—
_ r—__—_._.__._._.-_-�__._.____._...__-____
;Y r•
W - - r[ 1. , r. U7 a i=. ... l --' - : 1 .� vn --'-------- - - -- _
+ / :: ? T C f __ i�� . 1 ..1 f.3 .7._ --______--..,._..... ___-_ —_. .........__..._._.___._ r- r;�-_ {-_—__—_.__.__.__.___ __._. _.—.____.._......___.__ 17_ ____.__..___—___—_.___._.____._____-_— .—
___________.____._.—____.__....____.___............_......______.____._._._--.__._...____—______._ ..____.__ ------------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -.. - - - --• -- -
- - :� i1T- r f , '_____......__._._______—..__._..._-______-.___.__ _ t f ____--._..-_ �,t.f r 5fY ,,-r - - - - - - - - - _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _
r !^ TCp
pT
T ;t.r f r ��
i qJ
_ _ _ ..._ _ __ _ _ _ _ _ _ _ - _ _ _ _. _ _ _ _--------
_ _ _ - _ _ _ _ _. _ _ - _ _ - _ - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - _- _- - - - - - _ - - _. _ .... - - _ _ _ .- _ _- _ __ _ _ _ ._ _ _ __ _ _ - _ _ _ _ - _. - - - .__ .-. - -_ _ - _ _. _ _ _..- _ _ - � 8 :.Q
W 1 �i <rL �� '�i (lJ J -- -- _y� _ _ - _ �dxe---`xasa s -'a xixs-� k� - - - - -- --- -_ - ------ --- -
Z 4 - ��
a -rte - ---'-- _ ----_ ..._...---- --._._...___--------"-----.___...----------..._.... (�---- ---`---`-_....__-----_—_...........------. -..—_._.___.....-----------._._._._._._._.------.__...__ __....-----------'------ --__. ti., - _ _.__..------------ - - - - - - - - - - - .- - - _ _ _ _ _ _ _ =- -- � _. _ _ = > > � - - - - --------------------------------------
>�
`� - � _ • � � _-,.. � N �'� c c -
0
t.t:f
1
Q-- ---- ---- _ _--- .... -- ----- _ — — _
-- ..------_---'—------ ------- f -------_---.-- -- ---------- ....-- -- ---' - - -
tx,
-----------------
r
-... -
- - - - - - - - - - ----- -
3 -' ''-----'-'- _ _ _ -- ------ ..-- ---- -- - --.� - - ---
I -
� - _ .. _ ---,_,.�,,,,._ _,..�___ .,,..�-_.__ _._........_. _ _.__ _._._._. _._ .... CURB rn
_. LINE
""1� CURB LINE R W LINE + ' t'
+ / 1 2 M
i - / 6 MAX 2
i j R W LINE — (152 mm) _ - 1 1
�€ ( I I I I=I I I I III I II I I I I I I I I I I I Q CONDUIT TO BE ¢ 0 y
—I I H I I-1 I H1 1 11'--'-I 1 H 1 F-1 11-1 I 1 1 I-1 I H I I � t
C_ ,3 � I
€
QI i
i '
1
I
I
CURB LINE
4 - 1I 1 I TRIC
MQM
W
I—
SEE TRAFFIC SIGNAL PLAN
SHEET 1
W �
H H Q
�3n
N E q
W '-1
8 JU
co w
0-
6-1
(38mm) C.,
NOTED ON
NNEL DIAMETER
BE APPROVED
ENGINEER
DETAIL A
TYPICAL DIRECTIONAL DRILL UNDER
PAVEMENT/ SIDEWALK
NO SCALE
AFA File: MADOLE INTERCONNECT.DWG 9:53 AM 11/29/12
- a
•e° d
• g° d a°
° e-
- r d
°O a d '
BACKFILL &
NATIVE S❑IL
CEMENT SLURRY
TOP OF
CONDUIT
d 6-1 1/2 ' (38 MM) C,, OR AS
e
NOTED ON PLANS
e.-.°
A.
.. a •- .: d=
d- d
DETAIL C
TYPICAL MULTI/ SINGLE CONDUIT
CROSS SECTION IN SOIL
NO SCALE.
3/4" GROUND ROD
TOP VIEW
PRECAST POLYMER
CONCRETE BOX
6-1 3/4"
_ CONDUITS TO BE DRILL HOL
CONDUITS ITSALIGNED VERTICALLY 11 F CONDUITS
1/2--1" GROUT
SLOPE TO DRAIN
CRUSHED 3/4" ROCK
1" x 4" PVC PIPE. TOP
OF PIPE TO SIT FLUSH
48" WITH BOTTOM
SECTION 'A' — 'A' DETAIL B SECTION 'B' — 'B'
NO SCALE
PRECAST POLYMER
nnunnr-rr onv
SCALE 1"=40'
�k
SEG
110111I
i
HORIZONTALLY ALIGNED
1€
PRECAST POLYMER
CONCRETE BOX
I
I
i
I it
�,g,
6-1 1/2"
6-1 1/2"
CONDUITS
CONDUITS
'A'
u
CD
1" DRAIN
I Q
HOLE
3/4" GROUND ROD
TOP VIEW
PRECAST POLYMER
CONCRETE BOX
6-1 3/4"
_ CONDUITS TO BE DRILL HOL
CONDUITS ITSALIGNED VERTICALLY 11 F CONDUITS
1/2--1" GROUT
SLOPE TO DRAIN
CRUSHED 3/4" ROCK
1" x 4" PVC PIPE. TOP
OF PIPE TO SIT FLUSH
48" WITH BOTTOM
SECTION 'A' — 'A' DETAIL B SECTION 'B' — 'B'
NO SCALE
PRECAST POLYMER
nnunnr-rr onv
SCALE 1"=40'
�k
SEG
110111I
i
1€
I
I
i
I it
a�
cn
u
CD
I Q
W
IMMMMM
INTERCONNECT GENERAL NOTESm
1. ALL INTERCONNECT WORK SHALL CONFORM TO THE STATE OF CALIFORNIA
STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED 2010)
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS.
PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO (2) WORKING DAYS
BEFORE DIGGING.
3. ALL INTERCONNECT PULLBOXES SHALL BE 48.5" X 30.5" X 30" DEEP, PRE -CAST CONCRETE,
HAVE LOCKING LIDS, AND SHALL BE LABLED "COMMUNICATIONS".
4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT
LOCATIONS PRIOR TO FINAL PLACEMENT.
5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
6. THE ALIGNMENT OF THE INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE,
HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE
RADII OF AT LEAST 10'.