HomeMy WebLinkAbout2210-2GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS
OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM
OBTAINING PERMITS AS REQUIRED BY THE CITIES OF FONTANA AND RIALTO.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. HE AGREES TO BE FULLY RESPONSIBILE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL,
REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND
GUIDE SIGNS.
5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING
CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER, WITH REC NUMBER BELOW 33965, OR A
LICENSED LAND SURVEYOR ONLY.
6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR
TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF
CONSTRUCTION AT (619) 564-2246, AND 48 HOURS PRIOR TO
REQUIRING INSPECTION.
7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO
PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.
8. THE CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AN
EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE
PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS
AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE
GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS
EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.
9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE
SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE
SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO
PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
10. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO
THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF
THE CITY ENGINEER.
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS,
LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON
HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
13. ALL EXISTING IMPROVEMENTS, INCLUDING CURB AND GUTTERS,
SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE
BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT
SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE
CITY ENGINEER INCLUDING NECESSARY SAW CUTTING REMOVAL
REPLACEMENT AND CAPPING. ' '
14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA
PUBLIC WORKS DEPARTMENT PRIOR THE START OF ANY WORK WITHIN
THE CITY LIMITS.
15. ALL STATIONING 10+00.001 REFERS TO CENTERLINE OF SEWER, UNLESS
NOTED OTHERWISE.
16. STAKES AT 25' O.C. AND 12.5' O.C. (FOR ALL GRADES LESS THAN 0.4%)
SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED
BEFORE CONSTRUCTION BEGINS.
18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED
6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION
OF PAVING, SHALL RAISE TO FINISHED GRADE.
20. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN ACCORDANCE
WITH REQUIREMENTS OF GOVERNING AGENCY.
21. REFER TO CITY OF FONTANA STD, DETAIL 131, MODIFIED, FOR CITY OF
FONTANA TRENCH REPAIR, A,C. PAVEMENT SHALL BE 4" THICK,
13
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PROVIDE AND INSTALL
MODEL 3210 ULTRASOt
METER MANUFACTURED
ISCO, INC., LINCOLN, N
MOUNT ON REMOVAL E
WITH S.S. ANCHORS PE
MFG. REQUIREMENTS.
INSTALL MANHOLE SAF1
LEDGE PER LACFCD
STD. DWG 2-D430,
MODIFIED TO 5' DIA,
WITH 24" DIA. ACCESS
HOLE, ONE REQUIRED.
SECURE TO SHEI
WITH S.S. ANCH(
DRY PACK AS
NECESSARY FOR
SENSOR TO BE
PLUMB AND LEV
AC. PER STREET PLAN
BROOKS PRODUCTS W-450 SERIES
TOP SECTION. OR APPROVED EQUAL
MODIFY AS NECESSARY TO
ACHIEVE FINISHED SURFACE
ELEVATION
AGGREGATE BASE SHELL BE 6 THICK, COMPACTION SHALL BE 95%. BROOKS PRODUCTS W-450
SERIES UTILITY BOX OR APPROVED
EQUAL UTILITY BOXK WITH
KNOCKOUTS, SEAL OPENINGS
SECTION A -A
SCALE 1"=22
5.00'
BROOKS PRODUCTS 345VCN SERIES
30" DIA. COVER FOR TRAFFIC CONDITION
OR APPROVED EQUAL AT FINISHED
SURFACE ELEVATION.
CL. VAULT ELEV. PER \
i PROFILE
i
0
I
STEPS PER STD. DWG.
AOUNTING BRACKET PER
AFG. REQUIREMENTS
12" BLIND FLANGE
12" LATERAL
y
12" DIP FORCE
MAIN SEWER
--//- - - - - -
I ELEV. PER ---
ER- -
! PROFILE
0.50' 0.142' 0.50' 2.50' 2.00' 0.4 ' r
No
8" THICK CONC. FOUNDATION
5'x4' PRE -CAST CONCRETE
MANHOLE AND LATERAL DETAIL
SCALE 1"-1.33'
CI TY
BASIS OF BEARINGS: BENCHMARK No. 296
THE NORTHERLY RIGHT-OF-WAY A BOAT NAIL SET IN SIDEWALK AT THE
NW CORNER OF THE INTERSECTION OF
OF SLOVER AVENUE HAVING A SIERRA AVENUE &THE BRIDGE (N/0 QROFESS/0
BEARING OF N89'28'52"E PER �O p Uu q�
P.M.B. 60/16-17. SLOVER AVENUE). �F� 6
ELEV. 1137.71 1967 ti y0
<_') H � m
a No. 41308
* Exp, 3/31/95
sqT� C(V11.
OF CA1.� /
1
24" ACCESS HOLE
IN SAFETY LEDGE
------------------
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1. I EXIST.24" VCP
:, ,.
------------------
STEPS FROM SAFETY
LEDGE TO BOTTOM.
A
II
INSTALL 1" S.S. SCH. 40
PIPE MOUNTING STAND
WITH FLANG BASE
MANHOLE FRAME AND COVER
AT STREET FINISHED SURFACE
-------------------
------------------
EXIST.24" VCP
STEPS FROM STREET
TO SAFETY LEDGE
A
METERING MANHOLE EQUIPMENT DETAIL
------------
SAN BERNARDINO _ _FREEWAY _ _ _ _ _ _ _ _ _ _
--------------------- -
-------------
S. P. R. R.
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INSTALL STEPS IN MANHOLES OVER
1 �P
5 DEEP. STEEPS SHALL BE PER P
CITY STD. DETAIL 112,I I Pa�
SAN .............................
------ ASANTA ANASANTA ANA --J
AVENUE F AVENUE
DRWY �Q• E10
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PUMP STATION II
DRWY SHEETS 3,4,5,6 & 7.
10
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F _ -IF JURUPA AVENUE
VIA VOLANTE
LARGA DRIVE
II
INDEX MAP
1"=800'
SEWER CONSTRUCTION NOTES &QUANTITIES:
ITEM
DESCRIPTION
QTY
UNIT
O
INSTALL 12" D.I.P. FORCE MAIN SEWER, PRESSURE CLASS 350.
2206
LF
O
INSTALL 12" 45' BEND
2
EA
O
INSTALL 12"D.I.P LATERAL PER DETAIL HEREON.
5
EA
OINSTALL
4
60" DROP MAN HOLE PER CITY OF FONTANA STD. DETAIL 111, MODIFIED, PRE -CAST
1
EA
��
APPROVED �' -'�l�'~ �'GY ,e ��e��:-�. '� �• �?
CONCRETE 30" FRAME AND COVER PER ALHAMBRA FDY. A-1497, OR APPROVED EQUAL.
SHT, N0.
OINSTALL
5
5X4 PRE -CAST CONCRETE MANHOLE
5
EA
PER DETAIL ON SHEET 2
�6
CONSTRUCT PCC TRENCH BACKFILL SLURRY (100-E-100)
280
LF
�
INSTALL 60" PRE -CAST MANHOLE PER CITY OF RIALTO STANDARD 110,
1
EA
MODIFIED INCLUDING METERING EQUIPMENT, SEE DETAIL ON SHEET 2.
EXIST. A.C. PVMT171
INSTALL 18" V.C.P. SEWER MAIN.
55.5
LF
0"RECORD DRAWING"
w
z
0
N
W
a
a
MAXIMUM PAY LIMIT
PUBLIC WORKS DEPARTMENT
MAXIMUM PAY LIMIT
DRAWN BY
E.S.
SEWER IMPROVEMENT PLANS
GENERAL NOTES
FOR A.C. REMOVAL
DESIGNED BY
FOR A.C. REMOVAL
CONSTRUCTION NOTES
DETAIL
AR -4000 3/8" MAX. HOT MIX A.C.
CHECKED BY
DATE:
F. M.
1 1/2"AR-4000 3/4" MAX. HOT MIX A.C.
FEBRUARY 1993
1 1/2"
JOB N0.
��
APPROVED �' -'�l�'~ �'GY ,e ��e��:-�. '� �• �?
DR. N0.
SHT, N0.
A.C. PAVEMENT SEE GENERAL NOTE NO. 21,
r -•:..v CITY ENGINEER R.C.E. 25126
2210
2 OF 10
BASE MATERIAL, SEE GENERAL NOTE NO. 21.
24"
TYP,
------- .. ... ...... . . . ........
L
- - - -
EXIST. A.C. PVMT171
NATIVE OR IMPORTED BACKFILL
AT CONTRACTOR'S OPTION TO BE
BROUGH UP IN LIFTS AND
\ COMPACTED PER SPECIFICATIONS.
ONE SACK SLURRY
14
N
TO UNDISTURBED SOIL
K,
`-
SEE NOTE 3
SEE NOTE 5
SEE NOTE 5
3/4" MAX.
o Q
CRUSHED ROCK
SUBGRADE
-PIPE
(�oQy
'SEE
`1
3/4" MAX.
OTE1
/ SEE NOTE
CRUSHED ROCK
WIDTHMK PIPE FOUNDATION
WIDTH
'�:-FOR UNSTABLE SOIL
-------FOR
UNSTABLE SOIL
CONDITION SEE NOTE 4
CONDITION SEE NOTE 4
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
4" MIN. FOR PIPES 10"
OR SMALLER
TYPICAL NORMAL BEDDING
OVERWIDTH BEDDING
D.I.P. & V.C.P. BEDDING AND TRENCH DETAILS
moor i & man, Inc.
mmr A Civil Engineering - Planning - Surveying Public Works
3602 Inland EM ire Blvd., Ste 320.Ontario, CA 91764-4900 909/941-3570
PREPA UNDER Hj UPERVISION OF:
9�1
REVISIONS APPROVAENGR ,' 'L DATE CITY APPROVAL DATE STE REINER RCE 41308 EXP, 3/31/95 DATE:
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 DETE=RMINE
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.
6 BACKFILL SHALL BE COMPACTED TO 95%.
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY
E.S.
SEWER IMPROVEMENT PLANS
GENERAL NOTES
SCALE:
AS SHOWN
DESIGNED BY
H.A.G.
CONSTRUCTION NOTES
DETAIL
CHECKED BY
DATE:
F. M.
INDEX MAP
FEBRUARY 1993
JOB N0.
��
APPROVED �' -'�l�'~ �'GY ,e ��e��:-�. '� �• �?
DR. N0.
SHT, N0.
4013-071
r -•:..v CITY ENGINEER R.C.E. 25126
2210
2 OF 10
13FMSW02 2/04/93