HomeMy WebLinkAbout4098-6Tel
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BENCHMARK -
CITY OF OF FONTANA B.M.
CHISELED BOX IN EASTERLY TOP OF CURB OF �, T -n
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND
COURT, 500 FEET SOUTH OF SLOVER AVENUE
ELEVATION = 1077.400'
DIAL TWO WORKING CITY OF FONTANA &Y. NO. 296
BEFORE DAYS B A BOAT NAIL SET IN SIDEWALK AT THE NW
YOU DIG YOU DIG RE G CORNER OF THE INTERSECTION OF SIERRA
REE 1
TOLL F-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 11J771 1967
I
n �
rn»
W. DWATER \ RL W ATE
NOTE:
PROTECT EXISTING WATER AND SEWER LATERALS
ENCOUNTERED DURING CONSTRUCTION. IF ANY
CONFLICT ARISES NOTIFY ENGINEER OF RECORD
AND/OR THE OWNER.
CROSSING PIPE WALL CONSTRUCTION NOTES
(DIAMETER OF PIPE = D I)
OPTIONAL SIDE OF 4
J x (SEE NOTE 3) 3� CONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER MAIN
, . } ,r:.:
BLANKET (TYP)
CONCRETE BLANKET \
CLASS 265-C-142 4� CONSTRUCT 4' DIA. MANHOLE PER CITY OF FONTANA STD.
(450--C-2000) CONCRETE - 1 N 1 (TYP)
DETAIL 112
W'LY E'LY z = Oo/2 FOR D > 375 mm (15";t
EX. EX. UNDISTURBED EARTH (TYP) 150 mm - 3%/4 FOR D ( 375 mm (15•) CONSTRUCT 6" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA
R/W R/W EXISTING PIPE (s' MIN STD. DETAIL 125 (SEE DETAIL "B" ON SHEET 1)
(L, OUTSIDE OF PIPE BELL
W LY I E'LY 6a-- CONSTRUCT 4" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA
j ULTIMATE 30' 30' E'LY
CONCRETE BLANKET STD. DETAIL 125 (SEE DETAIL B ON SHEET 1)
/ R/W1 34' 34' , R1 (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) 7�- CONSTRUCT CONCRETE BLANKET PER SPPWC STD. PLAN 225-1
f 1 I 14' 2.52.5' 1 NOTES: (SEE DETAIL HEREON)
1 1 PR. PAVING* I PR. PAVING* 1 1 I. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE
{ 1 12'± I AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18"). 12 SAWCUT, REMOVE AND REPLACE PAVEMENT AND/OR NATURAL
' 2. Y = D//b (1s0 mm 6"JJ MIN . WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND GROUND PER CITY OF FONTANA STANDARD PLAN N0. 1031
I ' I I THE BejTTOM OF THt� CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE
11 11 1 PIPES AND AROUND THE SIDES OF THE CROSSING PPE JP TO A LEVEL EQUAL TO Y ABOVE THE ���\�����
\ I 1 EX, PA VIlIG EX, PAI I/ IC 1 1 EXISTING PIPE, OR , REQUIRED BY NOTE 3 BELOW, WHICHEVER Is HIGHER. �� NEW PAVEMENT PER SEPARATE STORM DRAIN PLANS DRAWING N0. 40� Al\ I 1 VARIES 1 ( 3 X = 0 12. MINIMUM, TO PROVIDE REDOING MATERIAL FOR THE CROSSMC CONDUIT. WHEN XIS LESS 1
11 I I THAN 7Ft15 MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT
I O I WITH THE LOWER 90' OF THE CROSSING PIPE.
J I 1 2 6' ( 1 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
ATEACH END
DTOF THE TRENCH BLANKET, EXCEPT THAT THE 9LANKET NEED NOT BE EXTENDED MORE THAN 1.2 m
5. WHENEVER A PIPE BE'_L IS ENCOUNTERED WTHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL DATA TABLE
REFER TO THE BELL
-� 1
I 1 W PjER F� t I
__ 1 EX• sF CONS TRT 1
1 PR SS Sp ���oGs SWAL 1
' f - JUNIPER AVE. DETAIL C
TI=6.5
N.T.S.
tW7RCP * PROPOSED PAVING PER DRAWING# 4099
36" RCP 30' R 1.6 ACRE SITE
PRIVATE EASEMENT
1 .>D
15' S15' 13'
It POST OFFICE
._.. _ 5.3' 2.2'
_......... 1054.00 7'
IN I V
L TO DETENTION
OT � '` BASIN
SEWER LATERAL
11044942TO HOME DEPOTS1 1046.53 1047.0
TE
CRE S & Sf10.2
PRf ATE EASE 1041.53
PER � EPA TE -- 8" SS
36" RCP
REVISED ENTIRE SHEET
D SECTION
INVERT SLAB OF ARCH OR BOX 150 m 150 m 50 mm (2") THICK STYROFOAM OR
SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE
(6") �_ (6") MATERIAL
JNDISTURBEO EARTH I NO MINIMUM
v u
, r
i
EXISTING PIPE
OUTSIDE OF PIPE BELLJ
COMPRESSIBLE BLANKET
FOR EXISTING PIPES CROSSED OVER BY A, NEW BOX OR ARCH
NvTE5'
1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING
PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18")
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCP WIDTH.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
Pca
LENGTH TANGENT
STANDARD PLAN
METRIC
P0ftS C
UBLIC s 5o „«D,..
GHEENBOCK CD�M.ti7C(
BLANKET PROTECTION FOR PIPES
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN
A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
N 0°22'42" W
160.6
LL
REV. tMye
48.92
SH ET 1 07 1
USE `MTH STANDARO SPECIFICA11ONS FOR PUBLIC WORKS CONSTRUCTION
255-091-06
-
21+96.00
4"
3
RECORD DRAWING
02/04/
CA
1 6"
q•�►"IA
2
REVISED SEWER AND STORM DRAIN LOCATIONS
/03/07
11
E.B.
. �•�9
1
ADD CONST. NOTE 5. REV. APN.
12/06/
E.B.
�f'1d
ADD CONST. NOTE 15 & DMD SWR UNE TO YH113
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
INVERT SLAB OF ARCH OR BOX 150 m 150 m 50 mm (2") THICK STYROFOAM OR
SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE
(6") �_ (6") MATERIAL
JNDISTURBEO EARTH I NO MINIMUM
v u
, r
i
EXISTING PIPE
OUTSIDE OF PIPE BELLJ
COMPRESSIBLE BLANKET
FOR EXISTING PIPES CROSSED OVER BY A, NEW BOX OR ARCH
NvTE5'
1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING
PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18")
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCP WIDTH.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
Pca
LENGTH TANGENT
STANDARD PLAN
METRIC
P0ftS C
UBLIC s 5o „«D,..
GHEENBOCK CD�M.ti7C(
BLANKET PROTECTION FOR PIPES
�i �i5-1
N 0°22'42" W
160.6
LL
REV. tMye
48.92
SH ET 1 07 1
USE `MTH STANDARO SPECIFICA11ONS FOR PUBLIC WORKS CONSTRUCTION
QROFESS/O\
CA
EXP. 3 -31 -
1p\No. 38639
\11 CIVIL
OF CA1-\c'
BLANKET PROTECTION DETAIL
PENCO ENGINEERING, INC.
Civil Engineering
Planning
Surveyying
Construction Management
One Technology Pork, Building J-725, Irvine, California 92618
A ephone (949) 753-8111 Fox (949) 753-0775
f
Date
CARLOS A. - R.C.E. 38639
O
BEARING/DELTA RADIUS
LENGTH TANGENT
A
W
231.00
BB
N 0°22'42" W
160.6
O
N 52.29'26" E
48.92
LATERAL TABLE
APN
DESIGN
"AS BUILT"
SIZE
BACKFLOW
255-091-55
19+97.96
19+97.96
4"
DRAWING NO.:
4098
255-101-14
-
20+41.00
6"
255-091-06
-
21+96.00
4"
255-101-24
21+69.16
1 21+68.00
1 6"
40 0 20 40 80 120
*ii;^- =Mimi
SCALE 1"= 40'
RECORD DRAWING
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
R.A.
JUNIPER AVE.
FROM 1,854'± ORTH OF JURUPA AVE.
TO 2, ORTH OF JURUPA AVE.
SCALE:
As Noted
DESIGNED BY:
E.B.
DATE:
05-02-06
CHECKED BY:
C.P.
AP OVED /' 2 _
DA
DRAWING NO.:
4098
6
6
I 11