HomeMy WebLinkAbout3107-7ELEVATIONS BASED ON SURVEY
IN ABSENCE OF ANY PLANS
CONTRACTOR TO POTHOLE & VERIFY
EXISTING LOCATION & ELEV. PRIOR
TO START OF CONSTRUCTION.
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(10' EACH SIDE OF CE XING) -1-0.74%
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CNV 63% ���` 2+52.45 LINE "C"
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/ PROP. 10x8 RCB
*EXIST. SEWER UNE I
LINE "C"
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�' $ 8" VCP SEWER EXTRA STR.
PARK SITE
/ LINE A
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1"– 2020 0 20 40 /
scale feet
/ 1+00
lok DIP POLYETHYLENE LINED WITH MECHANICAL JOINTS,
A CONTINUOUS SECTION OF C900 PVC PIPE
CLASS 200 CENTERED OVER THE PIPE BEING
CROSSED, OR ANY SEWER PIPE IN A 1/4" THICK
CONTINUOUS STEEL CASING WITH ANNULAR SPACE
PRESSURE GROUTED FOR SEWER LINES.
EXIST DOUBLE 10'x8' RCB
PROFILE SCALES
HORIZ. 1" =40'
VERT. 1"=4'
2+00
/ �. HERITAGE CIRCLE
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EXIST. DBL 10'x8' RCB a
I L vi PER CITY bWG. NO 1320
v SHEET NO. 4 OF 4
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l EXIST. 12 WATER LINE
co CCWD
20 15+00 EXIST. GTCTUERB 16+00 ( 17+0
21 23
r w_ PROP. 10'x8' RCB ( EXISTING SEWER PER
SEWER MH S, Ak0 PER SHEET 2 CITY DWG- NO.
1+75.47 LINE A
=0+72.20 LINE .,C., .... ,
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12 W 12 W
- 12 W
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SEWER MH 12
20 1+00.00 LINE 'A"
=2+19.38 UNE "B"
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BASE
LINE
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
R/W
W
REVISION DESCRIPTION
I
1
S.- HERITAGE
CIRCLE
DATE ENGR. CITY DATE 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 CONDITIONS AND
STANDARDS IN EFFECT.
3+00
STD. MANHOLE
FRAME & COVER
PER STD. DETAIL 109
12"
MIN
r- m
TOP OF CONE
A.C. PAVEMENT PER CITY REQUIREMENTS
BASE MATERIAL PER CITY REQUIREMENTS
24"
FYP.
4+00
TYPICAL NORMAL BEDDING OVERWIDTH BEDDING
V.C.P. PIPE BEDDING AND TRENCH DETAILS
NOTES:
1 TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE
WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING:
(A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16"
8" MAX. EACH SIDE OF PIPE.
(B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12"
6" MIN. EACH SIDE OF PIPE.
2 OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM
WIDTH SPECIFIED ABOVE.
3 OVERWIDTH BEDDING–MAXIMUM TO BE DETERMINED IN THE FIELD
BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH
EXCAVATION.
4 IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE
DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK.
5 IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE,
THE CONTRACTOR MAY EXTEND THE 3/4" MAX. CRUSHED ROCK
TO THE TOP OF THE PIPE ZONE.
SEWER
wz
1.
ABANDONMENT OF SEWERS AND MANHOLES SHALL BE DONE
_
PER SECTION 306-5 OF THE "GREEN BOOK"
L EXIST. A.C. PVMT. I
ABANDON MANHOLES, BY REMOVING THE UPPER PORTION TO AT LEAST
ONE FOOT BELOW FINISH SURFACE.
SEWER PIPES SHALL BE SEALED WITH AN 8" WALL OF BRICK AND
MORTAR AT THE OPENINGS AND A ONE SACK SAND/CEMENT SLURRY MIX.
.
_
NOTED.
3.
SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE
PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P
4.
MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560–B-3250.
�00
N
–
BE PER CITY OF FONTANA STANDARD DETAIL 109.
NATIVE OR IMPORTED BACKFILL
RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE
USED FOR SETTING MANHOLE RINGS.
6.
SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT
v W w
12"
MIN AC. PVMT.
/
AT CONTRACTOR'S OPTION TO BE
VED BY:
ATE-
MPKAW
woo:
9-27-00
M
BROUGHT UP IN LIFTS AND
;ED
B
WG NO.:
of N
N3107Cq
ABY**D
COMPACTED PER SPECIFICATIONS.
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CITY ENGINEER R.C.E. 51152 D
SEE NOTE 5
w
ONE SACK SLURRY
N
1/2 CRUSHED TO UNDISTURBED SOIL
N
SEE NOTE 5
Z
STONE BEDDING SEE NOTE 3
T
PER STD. SPECS.
N
w
FOR PUBLIC WORKS
CONSTRUCTION1/2
CRUSHED
a_
a
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Q
Q
\ p•
TABLE 200-1.2(A)
O•
STONE BEDDING
to
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O'
PER STD. SPECS.
. • _
PIPE SUBGRADE
FOR PUBLIC WORKS
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CONSTRUCTION
EE 1
�
SE`MEDN1
TABLE 200-1.2(A}
WIDTH
PIPE FOUNDATION
WIDTH
tn
a w
FOR UNSTABLE SOIL
FEE
j
FOR UNSTABLE SOIL
CONDITION SEE NOTE 4
CONDITION SEE NOTE
PIPE
BASE
1" TO 1.5" MAX. GRAVEL AS DIRECTED
PIPE BASE
6" MIN.
FOR PIPES 12" AND LARGER
6"
MIN. FOR PIPES 12"
AND LARGER
4" MIN.
FOR PIPES 10" OR
SMALLER r
4"
MIN. FOR PIPES 10"
OR
SMALLER
4+00
TYPICAL NORMAL BEDDING OVERWIDTH BEDDING
V.C.P. PIPE BEDDING AND TRENCH DETAILS
NOTES:
1 TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE
WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING:
(A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16"
8" MAX. EACH SIDE OF PIPE.
(B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12"
6" MIN. EACH SIDE OF PIPE.
2 OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM
WIDTH SPECIFIED ABOVE.
3 OVERWIDTH BEDDING–MAXIMUM TO BE DETERMINED IN THE FIELD
BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH
EXCAVATION.
4 IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE
DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK.
5 IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE,
THE CONTRACTOR MAY EXTEND THE 3/4" MAX. CRUSHED ROCK
TO THE TOP OF THE PIPE ZONE.
SEWER
NOTES:
1.
ABANDONMENT OF SEWERS AND MANHOLES SHALL BE DONE
_
PER SECTION 306-5 OF THE "GREEN BOOK"
ABANDON MANHOLES, BY REMOVING THE UPPER PORTION TO AT LEAST
ONE FOOT BELOW FINISH SURFACE.
SEWER PIPES SHALL BE SEALED WITH AN 8" WALL OF BRICK AND
MORTAR AT THE OPENINGS AND A ONE SACK SAND/CEMENT SLURRY MIX.
2.
STATIONING REFERS TO THE CENTERLINE OF SEWERS EXCEPT WHERE OTHERWISE
NOTED.
3.
SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE
PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P
4.
MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA
STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560–B-3250.
STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO
BE PER CITY OF FONTANA STANDARD DETAIL 109.
5.
RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE
USED FOR SETTING MANHOLE RINGS.
6.
SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT
MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
12"
MIN AC. PVMT.
SANITARY SMM INO30:1ICATIONS
VED BY:
ATE-
MPKAW
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TYPICAL DETAIL
MANHOLE IN PAVED STREET
LEGEND
SEWER LINE
EXIST. SEWER LINE _S___S
SEWER MANHOLE O
EXIST. WATER LINE _W_ W –W
EXIST. GAS – ------- G -------
EXIST.
.____.EXIST. TELEPHONE T - -- T
OTE-SS/pN TJ , A% I ' ;ib
& 1. reman, Inc.
��O�PftO L e�glF �❑ C&I -
9 Civil Engineering • Planning • Surveying • Public Works
LU
No. 24573 m 9130 Anaheim PI Ste 120 -Rancho Cucamonga, CA 91730-5465.909-484-9090
yt Exp. 12/31/05 * PREPARED UNDER THE SUPERVISION OF:
lvl\ ` O���P 2 20 d3 CAI- RICHARD L. BOWMAN R.C.E. 24573 DATE:
CONSTRUCTION NOTES
20 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STANDARD DETAILS 109 AND 112.
CONSTRUCT 8 VCP SEWER XC2D1-- EXTRA STRENGTH.
22 ABANDON EXIST SEWER AND MANHOLE PER SEWER NOTE 1
23 TRENCH REPAIR PER ,CITY OF FONTANA STANDARD PLAN 131
AND DETAIL ABOVE.
24 SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
E25�--CONSTRUCT a" A.C. OVER COMPACTED NATIVE.
26 REPLACE MEDIAN CURB AS NECESSARY TO MATCH EXISTING.
3
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N
CITY OF FONTANA, CALFORNIA
�o
BASE LINE AVENUE
o r
4 BY-
SCALE:
L
MPK, REF
STOFOA DRAM DAWROVE3094T
AS SHOWN
SANITARY SMM INO30:1ICATIONS
VED BY:
ATE-
MPKAW
PROF LE
9-27-00
M
;ED
B
WG NO.:
N3107Cq
ABY**D
7
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CITY ENGINEER R.C.E. 51152 D