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CONSTRUCT 3011 DIA RCP
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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
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Q uA WI T Y
PuT AODri jOTA z
NO.
DESCRIPTION
1
CONSTRUCT 1811 DIA RCP
LF
rOrAL
2
CONSTRUCT 2111 DIA RCP
LF
SF
3
CONSTRUCT 2411 DIA RCP
LF
JC
4
CONSTRUCT 2711 DIA RCP
LF
-MANHOLE PER CITY OF FONTANA STD.
5
CONSTRUCT 3011 DIA RCP
LF
EA
6
CONSTRUCT 3§11. DIA RCP
LF
7
CONSTRUCT 4211 DIA RCP
LF
CONSTRUCT CONCRETE CURB AND
8
CONSTRUFC
STD. 12CD184H(SEE DETAII.ALCOND
SHEET 2)
EA
MANHOLE AT CUL-DE-SAC PER CITY OF
9
CON;STDS12UCT D102•H. (SEEI1 PER FCD
DETAIL ON
SHEET 2)
EA
/
10
OMITTED
8
CONST A/V RELEASE VALVE
11
CONSTRUCT CATCH'BASIN 12 W=7')
PER LACFCD STD. #2-D162 (SEE D$TAIL
ON SHEET 2)
EA
SF
12
CONSTRUCT CATCH BASIN 03101i
PER LACFCD STD 12-D163 (S E DET IL
ON SHEET 2)
EA
SIDEWALK.
13
CONSTRUCT CATCH BASIN #3(W=14') PER
LACFCD STD. #2-D163 (SEE DETAIL ON
SHEET 2)
EA
5
14
LACFCDU TDCT CA#2HD163I(SEE SETAIL)ONER
SHEET 2),
EA
5
.15
CONSTRUCT CATCH BASIN #3 (W=28') PER
LACFCD STD. #2-D163 (SEE DETAIL ON
SHEET 2
EA
INSTALL 8" FLG AND BLIND FLANGE
16
LOCAL DEPRESSION 12 PER
LACFCD STD. 2-D88 (SEE STREET PLANS)
EA
2
17
REMOVE EXITING PLUG AND CONNECT
INTO EXISTIIING RCP
EA
2
18
6" PVC
LF
6
19
CONST. MODIFIED PARKWAY DRAIN
EA
/
20
CONST. CONC. COLLAR
EA
2,1
CONST. PLUG (BULKHEAD)
EA
f
,
7
7
23
RF-U)GATa 12P-S1LTINQ RISEK
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
STREET
0z1ANT/ rY
O- DESCRIPTION um
AVDrZ rOrA I-
1
1
60N51: ff,41MD 60QC9ETE_ PAVE-MEt�T
SF
rOrAL
I SSI
2
'CONSTRUCT 411 AC OR EQUIVALENT
SF
1276-
2
CONSTRUCT 48" DIA. PRECAST CONC.
SECTION OF AC ON AGGREGATE II
3
CONST 8" TEE
EA
-MANHOLE PER CITY OF FONTANA STD.
BASE OVER 1211 OF 95% COMPACTED
4
CONST 8" X 45 DEGREE ELL
EA
DETAIL 112
NATIVE SOIL.
5
CONST 8" X 90 DEGREE ELL .�
3l 272
3
CONSTRUCT CONCRETE CURB AND
LF
CONST THRUST BLACK
EA
MANHOLE AT CUL-DE-SAC PER CITY OF
GUTTER (8" CF PER CITY OF
7
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
FONTANA STANDARD DETAIL 101).
8
CONST A/V RELEASE VALVE
/� ��
4
CONSTRUCT 4" THICK CONCRETE
SF
REMOVE PLUG AND JOIN
EA
HOUSE LATERALS PER CITY OF FONTANA
SIDEWALK.
10
CONST SERVICE LINE
EA
5
CONSTRUCT STANDARD CROSS
SF
CONST FIRE HYDRANT
5
CONSTRUCT TERMINAL CLEANOUT PER CITY
GUTTER AND SPANDREL PER CITY
12
INSTALL 8" FLG AND BLIND FLANGE
EA
OF FONTANA STANDARD DETAIL 128
OF FONTANA STANDARD DETAIL 104.
13
/NST 777,77-1.4777&F 7. 7 1O/S/NFE
%D 3
5A
OMITTED
14-
14-
/NST• Z"TDPOUTLET I� ,� 1
EA
6
ADJUST MANHOLE COVER TO GRADE
EA
/
CITY OF FONTANA STANDARD DETAIL '
PER CITY OF FONTANA STANDARD
6
REMOVE EXISTING PLUG (BULKHEAD) & J03N
DETAIL 109.
f
,
7
7
ADJUST WATER VALV%TO GRADE.
EA
SHEET 2)
2
8
OMITTED
EA
CA12HD163I(SEE
a
9
REMOVE BARRICADE
LF
10
CONSTRUCT RAMPED CURB RETURN
EA
15
9
CONSTRUCT F?LUG
PERDCITY OF FONTANA STAN -
STDCATCH #2-DI63I(SEE DETAIL)ON
SHEET 2
11
OMITTED
12
INSTALL STREET LIGHT (5,800
EA
17
17
REMOVE EXISTING PLUG AND CONNECT EA
HIGH PRESSURE SODIUM) W/ORNAMENTAL
INTO EXISTING RCP
18
6 t1 PVC LF
13
CONSTRUCT LOCAL DEPRESSION #2
5F
SEE DETAIL "Atl ON SHEET 10
CONST. CONC. COLLAR EA
2
14
CONSTRUCT CONCRETE CURB ONLY
LF -
24 '
R SMO E PF.,oan mG K19F-K .S01N FA
(PER CITYOFONTANA
/
ZZ
Z /
2
TANDARDDETAIL 101
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
15
CONSTRUCT MODIFIED DRAINAGE
EA
STREET
STRUCTURE STD 124
DESCRIPTION
UNIT
AVD%L
16
CONST. COMMERCIAL DRIVEWAY PER
1
OMITTED
CITY STD. 102-A W=30*
2
CONSTRUCT 411 AC OR EQUIVALENT
17
CONST COMPACTED PNATIVE SOIL 95�
Lj• r-
.4/ 15,e
¢1, 158
18
CONST TEMP BARRICADE PER CITY OF
FONTANA STD DETAIL 11,5
1
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
�j..
2 %Q
NATIVE SOIL
3
CONSTRUCT CONCRETE CURB AND
LF
20
REMOVE TEMPORARY BARRICADE
12-11-
?A RRI(ADE
I:A
2
2
-* 96e_ .S",,ET f ;C-ce ,F, A, 1e1CA2_?,,_-z7 DA=- 7-4 (TYPE.? )
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
•ATEA Q/U� A N T 1 T
SEWER
DESCRIPTION
-'QUANTITY
NO.
DESCRIPTION
ADDT L
rOrAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
1276-
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
3
CONST 8" TEE
EA
-MANHOLE PER CITY OF FONTANA STD.
CONSTRUCT 2711 DIA RCP LF
4
CONST 8" X 45 DEGREE ELL
EA
DETAIL 112
6
5
CONST 8" X 90 DEGREE ELL .�
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
6
CONST THRUST BLACK
EA
MANHOLE AT CUL-DE-SAC PER CITY OF
8
7
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
#2CD184H(SEE DETAION
8
CONST A/V RELEASE VALVE
=EA
CONSTRUCT 4" EXTRA STRENGTH VCP
LF
9
REMOVE PLUG AND JOIN
EA
HOUSE LATERALS PER CITY OF FONTANA
2
10
CONST SERVICE LINE
EA
STD DET. 125
11
CONST FIRE HYDRANT
5
CONSTRUCT TERMINAL CLEANOUT PER CITY
EA
12
INSTALL 8" FLG AND BLIND FLANGE
EA
OF FONTANA STANDARD DETAIL 128
3
13
/NST 777,77-1.4777&F 7. 7 1O/S/NFE
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOUt
EA
14-
14-
/NST• Z"TDPOUTLET I� ,� 1
EA
AT THE END OF THE PHASE BOUNDARY PER
3
)
CONPERSTRUCT CLACFCDSTD H12AD1631(SSE DETAIL EA
/
CITY OF FONTANA STANDARD DETAIL '
ON SHEET 2)
6
REMOVE EXISTING PLUG (BULKHEAD) & J03N
6A
f
,
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
SHEET 2)
AT PHASE BOUNDARY AND JOIN
14
EA
CA12HD163I(SEE
a
CONSTRUCT SEWER•MAIN CONCRETE
EA
ENCASEMENT
15
9
CONSTRUCT F?LUG
EA
STDCATCH #2-DI63I(SEE DETAIL)ON
PLANS PREPARED DER THE DIRECTION OFs FNa
�
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DescriptionREVISION S
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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
•ATEA Q/U� A N T 1 T
O,
DESCRIPTION
UNIT
/ADT /L
7-0rAL
1
CONST. 8" I.D. STEEL PIPE CML & C
LF
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
CONST. 8" GATE VALVE
EA
14277-2
3
3
CONST 8" TEE
EA
4.
CONSTRUCT 2711 DIA RCP LF
4
CONST 8" X 45 DEGREE ELL
EA
CONSTRUCT 30" DIA RCP LF
6
5
CONST 8" X 90 DEGREE ELL .�
EA
CONSTRUCT 48" DIA PRECAST CONCRETE
27
6
CONST THRUST BLACK
EA
:MANHOLE AT CUL-DE-SAC PER CITY OF
8
7
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
#2CD184H(SEE DETAION
8
CONST A/V RELEASE VALVE
=EA
SHEET 2)
LF
9
REMOVE PLUG AND JOIN
EA
HOUSE LATERALS PER CITY OF FONTANA
2
10
CONST SERVICE LINE
EA
STD DET. 125
11
CONST FIRE HYDRANT
EA
10
3
12
INSTALL 8" FLG AND BLIND FLANGE
EA
3
3
13
/NST 777,77-1.4777&F 7. 7 1O/S/NFE
4'
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
0-
14-
14-
/NST• Z"TDPOUTLET I� ,� 1
EA
1
3
PLANS PREPARED DER THE DIRECTION OFs FNa
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DescriptionREVISION S
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3 . 11"2. /4-277--S
4-.7-,e. 14-277_4- # 7W-140'77_5
All
.� / �C'1�/ri��5 /A/SACH S'�Qrl�iuc,E
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NORTH �
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/,v�'rQLL TF_,5T ,oGAT,E FOe r�.sT/
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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
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QUA N rl T Y
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S
.q-
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ADL�i�2
J"OTA
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CONSTRUCT 18" DIA RCP LF
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
rR
cT
14277-2
3
a
4
f!
!f
jf
RECORD DRAW1� VG
1J i
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/. T,e . 142 77-/ � T,e• /¢277- 2 (,ExcE�7_
l-O.e S/AbD1-E CDuel-
2 - T� . 140 77- 2 COU,er)
3 . 11"2. /4-277--S
4-.7-,e. 14-277_4- # 7W-140'77_5
All
.� / �C'1�/ri��5 /A/SACH S'�Qrl�iuc,E
9#All ,sem TEsr6P, , 19WC,,ECT,5�0
A CCEPT,60 Sr c/rv" P.eloe ro
NORTH �
WATER CONST MOJES C01V0.
/,v�'rQLL TF_,5T ,oGAT,E FOe r�.sT/
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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
QSTORM
QUA N rl T Y
DRAIN
uNIT
Q UA N T/ T Y
DESCRIPTION Ut'IT
ADL�i�2
J"OTA
1
CONSTRUCT 18" DIA RCP LF
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
CONSTRUCT 2111 DIA RCP LF
2
CONSTRUCT 48" DIA. PRECAST CONC.
3
CONSTRUCT 2411 DIA RCP LF
4
CONST 8" X 45 DEGREE ELL
4.
CONSTRUCT 2711 DIA RCP LF
5
9
5
CONSTRUCT 30" DIA RCP LF
6
CONST THRUST BLOCK
6
CONSTRUCT 3611• DIA RCP LF
CONSTRUCT 48" DIA PRECAST CONCRETE
27
7
CONSTRUCT 4211 DIA RCP LF
8
:MANHOLE AT CUL-DE-SAC PER CITY OF
8
LACFCD EA
CONSTRUSTD.
l
REMOVE PLUG AND JOIN
FONTANA STANDARD DETAILS 112 & 114
#2CD184H(SEE DETAION
10
/
EA
SHEET 2)
LF
/
9
CONSTDSTRUCT PER
ONFCD EA
HOUSE LATERALS PER CITY OF FONTANA
INSTALL 811 FLG•AND BLIND FLANGE
EA
12—DI02•H. (SEE#1
DETAIL
STD DET. 125
SHEET 2)
5
10
OMITTED
11
PERSLACFCDUCT CSTD. 22(SEE7DiTAIL EA
#2SATCH D16IN
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
r�
ON SHEET 2)
G
12
)
CONPERSTRUCT CLACFCDSTD H12AD1631(SSE DETAIL EA
/
CITY OF FONTANA STANDARD DETAIL 7
ON SHEET 2)
13
EA
A
f
J
LACFCDU TDCA12-DI63I(SEE DETAIL)ONER
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
SHEET 2)
AT PHASE BOUNDARY AND JOIN
14
EA
CA12HD163I(SEE
3
CONSTRUCT SEWER.MAIN CONCRETE
DETAIL)ONER
LACFCDU TDCT
SHEET 2),
15
CONSTRLACFCDUCT PER EA
CONSTRUCT Ff-:jQ•
EA
STDCATCH #2-DI63I(SEE DETAIL)ON
SHEET 2
16
LOCAL DEPRESSION #2 PER EA
LACFCD STD. 2-D88 (SEE STREET PLANS)
4-
17
17
REMOVE EXISTING PLUG AND CONNECT EA
INTO EXISTING RCP
18
6 t1 PVC LF
19•
CONST. MODIFIED PARKWAY DRAIN EA
20
CONST. CONC. COLLAR EA
21
CONST. PLUG (BULKHEAD) G _ EA
f
24 '
R SMO E PF.,oan mG K19F-K .S01N FA
1
/
ZZ
/145T 0,66/1-r/N6 94,VOBAG6AR011N0 C• rq
2
2
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
0
STREET
ILO•
DESCRIPTION
UNIT
AVD%L
rOrAL
1
OMITTED
2
CONSTRUCT 411 AC OR EQUIVALENT
SF
SECTION OF AC ON AGGREGATE II
BASE OVER 1211 OF 95% COMPACTED
NATIVE SOIL.
2 %Q
3
CONSTRUCT CONCRETE CURB AND
LF
GUTTER (8 11 CF PER CITY OF
1281
FONTANA STANDARD DETAIL 101).
4
CONSTRUCT. 411 THICK CONCRETE
SF
SIDEWALK.�p
5
CONSTRUCT STANDARD CROSS
SF
GUTTER AND SPANDREL PER CITY
OF FONTANA STANDARD DETAIL 104.
5A
OMITTED
6
ADJUST MANHOLE COVER TO GRADE
EA
PER CITY OF FONTANA STANDARD
DETAIL 109.
7
ADJUST WATER VALX TO GRADE.
EA
JC'
8
OMITTED
9
REMOVE BARRICADE
LF
10
CONSTRUCT RAMPED CURB RETURN
EA
PER CITY OF FONTANA STAN-
DARD 104A
11
OMITTED
12
INSTALL STREET LIGHT (5,800
EA
HIGH PRESSURE SODIUM) W/ORNAMENTAL
POLE
13
OONSTRUCT LOCAL DEPRESSION #2
5F
A
SEE DETAIL "AI' ON SHEET 10
/,,
Lf�
14
CONSTRUCT CONCRETE CURB ONLY
LF
OF TANA
STANDARDEDETAIL 101)CITY
15
CONSTRUCT MODIFIED DRAINAGE
EA
STRUCTURE STD 124
16
CONST. COMMERCIAL DRIVEWAY PER
CITY STD. 102-A W=30'
5•F
17
CONST TEMP 211 AC OVER 95%
5•%
COMPACTED NATIVE SOIL
18
CONST TEMP BARRICADE PER CITY OF
�-
�A
FONTANA STD DETAIL //8
19
211 AC OVER 95% COMPACTED
NATI E STEMP OIL
20
REMOVE TEMPORARY BARRICADE
21
INSTALL REMOVADLE PARRICAP5
/
22
a-Mov� ALL REM-8i�F-k.
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
CONSTRUCTION NOTES AND, ESTIMATE OF QUANTITIES
SERER
uNIT
Q UA N T/ T Y
NO.
DESCRIPTION
ADDT L
TOTAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
EA
¢
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
9?S A rov�d:
. CITY NG
4
CONST 8" X 45 DEGREE ELL
-MANHOLE PER CITY OF FONTANA STD.
5
CONST 8" X 90 DEGREE ELL
EA
DETAIL 112
6
CONST THRUST BLOCK
EA
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
EA
8
:MANHOLE AT CUL-DE-SAC PER CITY OF
EA
J
l
REMOVE PLUG AND JOIN
FONTANA STANDARD DETAILS 112 & 114
10
CONST SERVICE LINE
EA
CONSTRUCT 4" EXTRA STRENGTH VCP
LF
CONST FIRE HYDRANT
EA
HOUSE LATERALS PER CITY OF FONTANA
INSTALL 811 FLG•AND BLIND FLANGE
EA
STD DET. 125
5
CONSTRUCT TERMINAL CLEANOUT PER CITY
EA
OF FONTANA STANDARD DETAIL 128
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
EA
AT THE END OF THE PHASE BOUNDARY PER
CITY OF FONTANA STANDARD DETAIL 7
o
REMOVE EXISTING PLUG (BULKHEAD) & JON
A
f
J
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
AT PHASE BOUNDARY AND JOIN
3
CONSTRUCT SEWER.MAIN CONCRETE
EA
ENCASEMENT
9
CONSTRUCT Ff-:jQ•
EA
Engineer City
royal Date: Approval Date:
CONSTRUCTION NOTES AND, ESTIMATE OF QUANTITIES
JP. KAPP ASSOCIATES, Iii
;,' WATER
QUANT 1 T
O.
1
DESCRIPTION
CONST. 8" I.D. STEEL PIPE CML & C
UNIT
LF
A49DT /L TOTAL
33�
2
CONST. 8" GATE VALVE
EA
-3
CONST 8" TEE
EA
9?S A rov�d:
. CITY NG
4
CONST 8" X 45 DEGREE ELL
EA
5
CONST 8" X 90 DEGREE ELL
EA
6
CONST THRUST BLOCK
EA
2
7
CONST BLOWOFF
EA
8
CONST A/V RELEASE VALVE 1"rrig W.41-71
EA
J
9
REMOVE PLUG AND JOIN
EA
10
CONST SERVICE LINE
EA
11
CONST FIRE HYDRANT
EA
12
INSTALL 811 FLG•AND BLIND FLANGE
EA
Engineer City
royal Date: Approval Date:
BENCHMARK:
JP. KAPP ASSOCIATES, Iii
C I TY OF FONTANA CAL I FORN I A
PUBLIC WORKS DEPARTMENT
Drawn by: Scale:
Designed by: CONSTRUCTION SEQUENCE PLAN Date:
TRACT 14277-1,2,3,4,5,
$-15-qy /?•t/qj
CIVIL ENGINEERS. LAND PLANNERS/FC
LAND SURVEYORS
2002 IOWA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
141 276-8760
Checked by:
150
9?S A rov�d:
. CITY NG
Dwq. No.
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