HomeMy WebLinkAbout3115-1ENGINEER'S NOTES TO CONTRACTOR
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTAN
PUBLIC WORKS DEPARTMENT, STANDARD SPECIFICATIONS, DATED 1975 AND CURRENT
ADDENDA.
2. A PERMIT FROM THE CITY OF FONTANA, PUBLIC WORKS DEPARTMENT SHALL BE
REQUIRED PRIOR TO ANY CONSTRUCTION.
SEWER IMPROVEMENT QUANTITIES
ITEM NO.
ALL 4" CONNECTING SERVICE LATERALS SHALL BE CONSTRUCTED ON A MINIMUM
DESCRIPTION
QUANTITY
1
CONSTR.
8"
VCP SEWER
80
LF
2
CONSTR.
4"
PVC FORCE MAIN
185
LF
3-
CONSTRUCT
4" SERVICE LATERAL
2
EA
4
CONSTR.
STANDARD MANHOLE
1
EA
5
INSTALL
8"
TEMP. CAP
1
EA
6
INSTALL
4"
TEMP CAP
1
EA
7
CONNECT
TO
EXISTING 4" FORCE MAIN
1
EA
8
ADJUST
MANHOLE FRAME AND LID TO GRADd
1
EA
CONSTRUCTION NOTES
3.
ALL 4" CONNECTING SERVICE LATERALS SHALL BE CONSTRUCTED ON A MINIMUM
GRADE OF 2% FROM THE MAIN SEWER TO THE BACK OF CURB.
D
CONSTR
8"
VERT IFIED CLAY SEWER MAIN
4.
SEWER CONTRACTOR TO CHISEL "L" IN CURB AT LOCATION OF THE SERVICE LATERAL.
CONSTR
4"
PVC FORCE MAIN
5.
TERMINATE ALL 4" CONNECTING SERVICE LATERALS AT THE BACK OF CURB WITH
a
CONSTR
4"
SERVICE LATERAL PER STD 125
A 4" X 4" WYE, WITH THE WYE BRANCH UP, 12" BELOW GROUND SURFACE PER
CONSTR
STD
MANHOLE PER STD 109 & 1i0
C I TY STD. 125.
INSTALL
8"
TEMP CAP
6.
MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR,
®
INSTALL
4"
TEMP CAP
6" BELOW STREET GRADE SHOWN AND UPON COMPLETION OF PAVING, THE PAVING
CONNECT
TO
EXTG 4" FORCE MAIN
CONTRACTOR SHALL ADJUST TO STREET GRADE.
®
ADJUST
MANHOLE
FRAME & LID TO GRADE
7.
ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO PLAN GRADE.
8. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND
PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES
WHETHER SHOWN ON THESE PLANS OR NOT.
GLEN HELEN
REGIONAL PARK
NORTH
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PROJECT c9F�
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CITY OF FONTANA CITY OF RIALT
V I C I TY MAP
SURVEYOR:
ASSOCIATED ENGINEERS
3311 E. SHELBY STREET
ONTARIO, CA 91764
909-980-1982
C. H. J. INCORPORATED
1355 E. COOLEY DRIVE
COLTON, CA 92324
909-824-7210
9. THE SEWER CONTRACTOR SHALL FURNISH THE CITY OF FONTANA WITH AN AS -BUILT BASIS 0 BEARING
PLAN.
10. ALL SEWER WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE STATE OF
CALIFORNIA, PUBLIC HEALTH DEPARTMENT MEMO ENTITLED "SEPERATION OF
WATER AND SEWER MAINS".
11. ALL PIPELINES AND SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER
POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE
PLANS AND LOCATED WITHIN THE AREAS TO BE IMPROVED AND INTERFERING WITH —
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S LOT 5 o LOT 6
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION —
BEGINS. 40'
2' 20' 20' 20'
12. UPON COMPLETION OF THE WORK AND PRIOR TO FINAL SEWER ACCEPTANCE THE
ENGINEER SHALL CHECK OUT THE ORIGINAL SEWER PLANS AND TRANSFER THE AS -BUILT '0' 15' 5'
INFORMATION TO THE ORIGINAL DRAWINGS.
PAD o. 51 o. 11, o. 5'
LEVEL L I AtE •� SLOPE @ -2%
BRESPONSIBLE--- -- _-w-W_.-,- m-_�-�-:-w--:w.---,r.-�- - m----
13. THE CONTRACTOR SHALL EF OR THE RESETTING OF ANY SURVEY
MONUMENTS, STREET CENTERLINE MONUMENTS OR BENCHMARKS WHICH ARE DISTURBED " CURB
DURING CONSTRUCTION, WHETHER THEY ARE SHOWN ON THESE PLANS OR NOT. , 411 STANDARDFNO. 1PER
003CITY
WATER FORCE
14. ALL STATIONING REFERS TO CENTERLINE OF STREET. MAIN 8„
GRAVITY
PRIVATE DRIVE " A"
SECTION B -B
SCALE: 1"= 10'
M
ORIG. GROUND
11
NORTHWTLY BOUNDARY OF TRACT NO. 14890
REPORTED AS:
N 260 24' 41" E
BENCHMARK:
SPSN # 004871 R. R. SPIKE IN P. P.
# 138839E AT THE INTERSECTION OF SIERRA
AVE. & RIVERSIDE AVE., 30 FT. EAST OF
SIERRA, 116 FT. NORTH OF RIVERSIDE ON
LINE & PARALLEL TO POWER LINE; 3 MILES
NORTH OF HIGHLAND AVE. ALONG SIERRA AVE.
ELEV. = 1969.3730