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'1l CIVIC
9TE OF CA``���
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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
A -aD / T" oNA 4 In" TD
/NSl1RE aowgT. sEQ��i�cE
Q UA N 7-/ T Y
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AoDrf
rOTAL
1
CONSTREkCT 18" DIA RCP
Mr- :•'1'x'.'1 • : .•.�•• : /hZ� •
LF
0
2
------------------ 4
LF
0
WA r&R
3
R�i�IovE T�M� 2 "Tff,� �•c. P�/�/T"
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..:....:.:`::�1 �X�9T STi�ET.9EcTON�UTiL/r��
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
0 STORM DRAIN
iu=
Q UA N 7-/ T Y
NO,
DESCRIPTION
AoDrf
rOTAL
1
CONSTREkCT 18" DIA RCP
LF
LF
LF
2
CONSTRUCT 21" DIA RCP
LF
EA
J 3
3
CONSTRUCT 24" DIA RCP
LF
5
4
4
CONSTRUCT 27!' DIA RCP
LF
5
CONST 8" X 90 DEGREE ELL
5
CONSTRUCT 30" DIA RCP
LF
EA
-
6
CONSTRUCT 3611. DIA RCP
LF
EA
9
7
CONSTRUCT 42"*DIA RCP
LF
10
_26
8
CONSTDST#2CD184H(SEE DETAIILLACFCD
ON
SHEET 2)
EA
LF
CONST SERVICE LINE
9
CONSTRUCT M.H. L#1 PEP L.ACFCD
STD #2-D102 (SEE DETAIL ON
SHEET 2)
EA
CONST FIRE HYDRANT
/
10
OMITTED
STD DET. 125
EA
5777
/
11
CONSTRUCT CATCH 'BASIN 12(W=7')
PER LACFCD STD. 12-D162 (SEE D$TAIL
ON SHEET 2)
EA
EA
CONSTRUCT. CATCH .BASIN #3 W=2;8';)• PER EA
LXCFCD' STD: #2=D163 (SEE �$TA:IL "ON
SHEET 2
12
CONSTRUCT CATCH BASIN 13 W=10'
PER LACFCD STD 02-D163 (SEE DET IL
ON SHEET 2)
EA
LOCAL DEPRESSION- :#:2;' `PER: £A
LACFCD STD. 2-.D,88 (SEE STR&ET`:P,LANS.)
13
CONSTRUCT CATCH BASIN #3 (W=14') PER
LACFCD STD. #2-D163 (SEE DETAIL ON
SHEET 2)
EA
EA
5919
14
CONSTRUCT CATCH BASIN #3 (W=21') PER
LACFCD STD. #2-D163 (SEE DETAIL ON
SHEET 2) .
EA
OMITTED
19
15
CONSTRUCT CATCH BASIN #3 (W=28') PER
LACFCD STD. 12-D163 (SEE DETAIL ON
SHEET 2 C
EA
20
CONST. CONC. COLLAR EA
•16
LOCAL DEPRESSION #2 PER
LACFCD STD. 2-D88 (SEE STREET PLANS)
EA
N EFA
P
17
REMOVE EXISTING PLUG AND CONNECT
INTO EXISTING RCP
EA
EA
4-
18
6" PVC
LF
2 .
EA
19
CONST. MODIFIED PARKWAY DRAIN
EA
EA
20
CONST. CONC. COLLAR
EA
REMOVE BARRICADE
LF
21
CONST. PLUG (BUXMEAD)
EA
/
EA
25
tZEModE mcLf •• d 1 LT•I N� .SA►�D$QFA/
t
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
0 STREET
OzIANT/ rY
Z�rODESCRIPTION
QUALM T/T Y
U'1IT
ADDT L
TA L
1
OMITTED
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
LF
2
CONSTRUCT 4" AC OR EQUIVALENT
SF
EA
J 3
3
SECTION OF AC ON AGGREGATE II
'MANHOLE PER CITY OF FONTANA STD.
5
4
CONST 8" X 45 DEGREE ELL
BASE OVER 12" OF 95% COMPACTED
DETAIL 112
5
CONST 8" X 90 DEGREE ELL
2
NATIVE SOIL.
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
29 ¢3
3
CONSTRUCT CONCRETE CURB AND
LF
EA
9
8
GUTTER (8" CF PER CITY OF
FONTANA STANDARD DETAILS 112 & 114
10
_26
/
FONTANA STANDARD DETAIL 101).
CONSTRUCT 4" EXTRA STRENGTH VCP
LF
CONST SERVICE LINE
4
CONSTRUCT 4" THICK CONCRETE
SF
CONST FIRE HYDRANT
EA
2
SIDEWALK.
STD DET. 125
EA
5777
/
5
CONSTRUCT STANDARD CROSS
SF
EA
CONSTRUCT. CATCH .BASIN #3 W=2;8';)• PER EA
LXCFCD' STD: #2=D163 (SEE �$TA:IL "ON
SHEET 2
i r211 raPowZer IV 150
GUTTER AND SPANDREL PER CITY
128
LOCAL DEPRESSION- :#:2;' `PER: £A
LACFCD STD. 2-.D,88 (SEE STR&ET`:P,LANS.)
G
OF FONTANA STANDARD DETAIL 104.
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
EA
5919
5A
OMITTED
AT THE END OF THE PHASE BOUNDARY Prp
OMITTED
19
6
ADJUST MANHOkLE COVER TO GRADE
A
20
CONST. CONC. COLLAR EA
PER CITY OF FONTANA STANDARD
-REMOVE EXISTING PLUG (BULKHEAD) JO
N EFA
P
DETAIL 109.
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
4-
7
ADJUST WAhR VALV VETO GRADE.
EA
2 .
EA
8
OMITTED
CONSTRUCT SEWER.MAIN CONCRETE
EA
9
I REMOVE BARRICADE
LF
REMOVE BARRICADE
LF
10
CONSTRUCT RAMPED CURB RETURN
EA
EA
EA
2
PER CITY OF FONTANA STAN-
PER CITY OF 'FONTANA STAN-
DARD 104A
DARD 104A
2
11
OMITTED
11
OMITTED
12
INSTALL STREET LIGHT (5,800
EA
INSTALL STREET LIGHT (5,800
EA
HIGH PRESSURE SODIUM) W/ORNAMENTAL
HHIOGH PRESSURE SODIUM) W/ORNAMENTAL
POLE
13
CONSTRUCT LOCAL DEPRESSION #2
SF
CONSTRUCT LOCAL DEPRESSION #2
"A"
I SEE DETAIL "A" ON SHEET 10
�28
14
CONSTRUCT CONCRETE CURB ONLY
LF-
14
CONSTRUCT CONCRETE CURB ONLY
(6- CF PER CITY OF FONTANA
(6 -TANA
STANDARD DETAIL 101)
15
CONSTRUCT MODIFIED DRAINAGE
EA
15
•
STRUCTURE STD 124
16
CONST. COMMERCIAL DRIVEWAY PER
CITY STD. 102-A W=30'
S• F
l2 8
17
CONST TEMP 2" AC OVER 95%
..-CITY STD. 102-A W=301
COMPACTED NATIVE SOIL
17
18
CONST TEMP. BARRICADE PER CITY OF
COMPACTED NATIVE SOIL
FONTANA STD DETAIL 116
18
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
2
FONTANA STD DETAIL //B
NATIVE SOIL
19
20
REMOVE TEMPORARY BARRICADE
p
NATIVE SOIL
20
22
K15M6VG 4 RP-10TAL-L NEM. OA
.
/
,r
? .mac -,c, i /L' i"l/� �.�/�/ �I (_,z4ZJ = ,U.0/,4/L. ( / i/-`� _TTI- �
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
0
SEWER
WATER
QUALM T/T Y
110.
DESCRIPTION
ADDT L
TOTAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
LF
2
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
J 3
3
CONST 8" TEE
'MANHOLE PER CITY OF FONTANA STD.
5
4
CONST 8" X 45 DEGREE ELL
EA
DETAIL 112
5
CONST 8" X 90 DEGREE ELL
2
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
EA
8
7
MANHOLE AT CUL-DE-SAC PER CITY OF
EA
9
8
CONST A/V RELEASE VALVE
FONTANA STANDARD DETAILS 112 & 114
10
9
/
EA
CONSTRUCT 4" EXTRA STRENGTH VCP
LF
CONST SERVICE LINE
EA
12
HOUSE LATERALS PER CITY OF FONTANA
CONST FIRE HYDRANT
EA
2
.12
STD DET. 125
EA
14
• � 3
5
CONSTRUCT TERMINAL CLEANOUT PER CITY
OF FONTANA STANDARD DETAIL
EA
CONSTRUCT. CATCH .BASIN #3 W=2;8';)• PER EA
LXCFCD' STD: #2=D163 (SEE �$TA:IL "ON
SHEET 2
i r211 raPowZer IV 150
,
128
LOCAL DEPRESSION- :#:2;' `PER: £A
LACFCD STD. 2-.D,88 (SEE STR&ET`:P,LANS.)
G
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
EA
No: Dssori tionsREVISIONS
18
6" PVC LF
AT THE END OF THE PHASE BOUNDARY Prp
OMITTED
19
CONST. MODIFIED PARKWAY DRAIN EA
CITY OF FONTANA STANDARD DETAIL
�&
20
CONST. CONC. COLLAR EA
6
-REMOVE EXISTING PLUG (BULKHEAD) JO
N EFA
P
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
25
,e��ov,� �vsr• o,Es'/�Tii�r�saYva.��s. �.�I.
AT PHASE BOUNDARY AND JOIN
2 .
EA
8
CONSTRUCT SEWER.MAIN CONCRETE
EA
ENCASEMENT
REMOVE BARRICADE
LF
9
CONSTRUCT PLii
EA
EA
2
PLANS __]PREPARED DER THE DIRECTION OF: DED Sf�E,ET- PO, eOV LFO,fWA7Ef'
A.
-U.G•OATE.D
(w/� RECORD ORA Wi 6
Y J
J.PfKAPP
E. 22015 DATE •/
MY REGISTRA I EXPIRES 9-30-93
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
D
WATER
j-orA
QUA /V TI T
X10:
DESCRIPTION
UNIT
Q�%'L TOTAL
1
CONST. 8" I.D. STEEL PIPE CML b C
LF
2
2
CONST. 8" GATE VALVE
EA
J 3
3
CONST 8" TEE
EA
5
4
CONST 8" X 45 DEGREE ELL
EA
f
5
CONST 8" X 90 DEGREE ELL
EA
7
6
CONST THRUST BLOCK
EA
8
7
CONST BLOWOFF
EA
9
8
CONST A/V RELEASE VALVE
EA
10
9
REMOVE PLUG AND JOIN
EA
11
10
CONST SERVICE LINE
EA
12
11
CONST FIRE HYDRANT
EA
2
.12
INSTALL 8" FLG AND BLIND FLANGE
EA
14
• � 3
/ 57: ,� Fae i2�T' . • /�/5/�clf�'
F.4
15
CONSTRUCT. CATCH .BASIN #3 W=2;8';)• PER EA
LXCFCD' STD: #2=D163 (SEE �$TA:IL "ON
SHEET 2
i r211 raPowZer IV 150
,
16
LOCAL DEPRESSION- :#:2;' `PER: £A
LACFCD STD. 2-.D,88 (SEE STR&ET`:P,LANS.)
G
17
REMOVE EXISTING PLUG AND CONNECT EA
INTO EXISTING RCP
OF FONTANA STANDARD DETAIL 104.
No: Dssori tionsREVISIONS
18
PLANS __]PREPARED DER THE DIRECTION OF: DED Sf�E,ET- PO, eOV LFO,fWA7Ef'
A.
-U.G•OATE.D
(w/� RECORD ORA Wi 6
Y J
J.PfKAPP
E. 22015 DATE •/
MY REGISTRA I EXPIRES 9-30-93
Engineer
Approval Date:
City
roval Date:
9&.&A /s•to.9
BENCHMARK:
FRA4
/Ot09.3it TD _3yA • //-7-50.
5EE vN,t 7 3 Dc S.O. 'Aa>Z4115 -
.i
NORTH
AP. KAPP & ASSOCIATES, INC.
CIVIL ENGINEERS. LAND PLANNERS
LAND SURVEYORS
2002 IOWA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
141 276-8760
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
L
.---•
Avvr2
j-orA
--
•
CONSTRUCT 18" DIA RCP LF
U'1
i
2
CONSTRUCT 21" DIA RCP LF
OMITTED
o --w
3
CONSTRUCT 24" DIA RCP LF
Engineer
Approval Date:
City
roval Date:
9&.&A /s•to.9
BENCHMARK:
FRA4
/Ot09.3it TD _3yA • //-7-50.
5EE vN,t 7 3 Dc S.O. 'Aa>Z4115 -
.i
NORTH
AP. KAPP & ASSOCIATES, INC.
CIVIL ENGINEERS. LAND PLANNERS
LAND SURVEYORS
2002 IOWA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
141 276-8760
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
QSTORH ' DRAIN
Flo DESCRIPTION UPIT
Q UA N TTI T Y
Avvr2
j-orA
1
•
CONSTRUCT 18" DIA RCP LF
U'1
i
2
CONSTRUCT 21" DIA RCP LF
OMITTED
2
3
CONSTRUCT 24" DIA RCP LF
2
120
4
CONSTRUCT 27" DIA RCP LF
EA
L� 3
5
CONSTRUCT 30" DIA RCP LF
A
EA
6
CONSTRUCT 36;'•DIA RCP LF
5'
�f-
7
CONSTRUCT 42" DIA RCP. LF
NATIVE SOIL.
6
8
CONSTDST#2CD184H(SEE DETAILLLACFCD EA
ON
SHEET 2)
3
CONSTRUCT CONCRETE CURB AND
9
CONSTRUCT M.H. L@1 PER LACFCD. EA
STD 12-D102 (SEE DETAIL ON
SHEET 2)
EA
FONTANA STANDARD DETAILS 112 & 114
10
OMITTED
CONST A/V RELEASE VALVE I" Fe -F, W-11
rQ 7.5
11
CONSTRUCT CATCH'BASIN 12(W=7') EA
PER LACFCD STD. 12-D162 (SEE DETAIL
ON SHEET 2)
9
REMOVE PLUG AND JOIN
12
CONSTRUCT CATCH BASIN #3 8 �Wa'1�0') EA
PER LACFCD STD'1'2-D163 (S OET IL
ON SHEET 2)
CONSTRUCT 4" THICK CONCRETE
SF
13
CONSTRUCT CATCH BASIN #3(W=1.4') PER EA
LACFCD STD. 12-D163 (SEE ETA'IL ON
SHEET 2)
STD DET. 125
SIDEWALK.
14
CONSTRUCT CATCH BASIN #3 W=211) PER EA
LACECD STD. 12-D163 (SEE LETAI-L ON
SHEET 2).
5
5
15
CONSTRUCT. CATCH .BASIN #3 W=2;8';)• PER EA
LXCFCD' STD: #2=D163 (SEE �$TA:IL "ON
SHEET 2
/
EA
16
LOCAL DEPRESSION- :#:2;' `PER: £A
LACFCD STD. 2-.D,88 (SEE STR&ET`:P,LANS.)
G
17
REMOVE EXISTING PLUG AND CONNECT EA
INTO EXISTING RCP
OF FONTANA STANDARD DETAIL 104.
18
6" PVC LF
5A
OMITTED
19
CONST. MODIFIED PARKWAY DRAIN EA
6
20
CONST. CONC. COLLAR EA
6
21
CONST. PLUG (BULKHEAD) EA
P
22
#49r. P491t,-rj,14* sAAv eAG s 6A
l
25
,e��ov,� �vsr• o,Es'/�Tii�r�saYva.��s. �.�I.
2
2 .
EA
a
8
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
O
QvA NT/ rY
STREET
QUANTITY
NO_
DESCRIPTION
U'1
AODrI
IOTA L
1
OMITTED
2
CONST. 8" GATE VALVE
2
2
CONSTRUCT 4" AC OR EQUIVALENT
SF
CONST 8" TEE
EA
-MANHOLE PER CITY OF FONTANA STD.
SECTION OF AC ON AGGREGATE II
4
A
EA
DETAIL 112
BASE OVER 12" OF 95% COMPACTED
5'
�f-
3
CONSTRUCT 48" DIA PRECAST CONCRETE
NATIVE SOIL.
6
CONST THRUST BLACK
CA
3
CONSTRUCT CONCRETE CURB AND
LF
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
GUTTER (8" CF PER CITY OF
8
CONST A/V RELEASE VALVE I" Fe -F, W-11
rQ 7.5
CONSTRUCT 4" EXTRA STRENGTH VCP
FONTANA STANDARD DETAIL 101).
9
REMOVE PLUG AND JOIN
EA
4
CONSTRUCT 4" THICK CONCRETE
SF
CONST SERVICE LINE
EA
STD DET. 125
SIDEWALK.
11
CONST FIRE HYDRANT
5
5
CONSTRUCT STANDARD CROSS
SF
/
EA
OF FONTANA STANDARD DETAIL 128
GUTTER AND SPANDREL PER CITY
1
5A
CONSTRUCT TEMPORARY TERMINAL CLEANO
OF FONTANA STANDARD DETAIL 104.
5A
OMITTED
6
ADJUST MANHOLE COVER TO GRADE
EA
6
REMOVE EXISTING PLUG (BULKHEAD) & JON
PER CITY OF FONTANA STANDARD
P
7
REMOVE TEMPORARY TERMINAL CLEANOUT
DETAIL 109.
7
ADJUST WATER VALVETO GRADE.
EA
a
8
OMITTED
9
REMOVE BARRICADE
LF
9
10
CONSTRUCT RAMPED CURB RETURN
EA
2
PER CITY OF 'FONTANA STAN-
DARD 104A
11
OMITTED
12
INSTALL STREET LIGHT (5,800
EA
HHIOGH PRESSURE SODIUM) W/ORNAMENTAL
13
CONSTRUCT LOCAL DEPRESSION #2
"A"
SF
�28
SEE DETAIL ON SH;ET 10
14
CONSTRUCT CONCRETE CURB ONLY
F•
LF-
(6 -TANA
STANDARD DETAIL 101)
15
CONSTRUCT MODIFIED DRAINAGE
EA
STRUCTURE STD 124
16
CONST. COMMERCIAL DRIVEWAY PER
..-CITY STD. 102-A W=301
17
CONST TEMP 2" AC OVER 95%
COMPACTED NATIVE SOIL
18
CONST TEMP BARRICADE PER CITY OF
2
FONTANA STD DETAIL //B
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
p
NATIVE SOIL
20
REMOVE TEMPORARY BARRICADE
2.1
WeMW, tZEM6VARb6 RAPRICAVC-
z2
FzFmDv' RPIHOML ReM , PAR
IK eTcc
4, cno
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
SEWER
❑
QUANTITY
110.
DESCRIPTION
ADDT L
TOTAL
1
CONSTRUCT B" EXTRA STRENGTH VCP
LF
2
CONST. 8" GATE VALVE
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
3
CONST 8" TEE
EA
-MANHOLE PER CITY OF FONTANA STD.
4
A
EA
DETAIL 112
5'
�f-
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
6
CONST THRUST BLACK
EA
:MANHOLE AT CUL-DE-SAC PER CITY OF
7
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
8
CONST A/V RELEASE VALVE I" Fe -F, W-11
EA
CONSTRUCT 4" EXTRA STRENGTH VCP
LF
9
REMOVE PLUG AND JOIN
EA
HOUSE LATERALS PER CITY OF FONTANA
10
CONST SERVICE LINE
EA
STD DET. 125
11
CONST FIRE HYDRANT
5
CONSTRUCT TERMINAL CLEANOUT PER CITY
EA
12
/
EA
OF FONTANA STANDARD DETAIL 128
1
5A
CONSTRUCT TEMPORARY TERMINAL CLEANO
EA
AT THE END OF THE PHASE BOUNDARY PER
CITY OF FONTANA STANDARD DETAIL'
6
REMOVE EXISTING PLUG (BULKHEAD) & JON
eA
P
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
AT PHASE BOUNDARY AND JOIN
a
CONSTRUCT sEWER,MAIN CONCRETE
EA
ENCASEMENT
9
CONSTRUCT pL, j,f�
EA
2
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by: Scale:
FCIS
CONSTRUCTION SEQUENCE PLAN I - /O°
Designed Dates
TRACT 12477-1,2,3,4,5,6
Checked byL�/ � f� 7- %P Dwg. No. rQ
S I -Apgoveds 8
CITY ENGINEER R.C.E. 25.1210 ��� 3 ��
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
❑
WATER
QUANT 1 r
SIO.
1
DESCRIPTION
CONST. 8" I.D. STEEL PIPE CML b C
UNIT
LF•
QD%'L '
TOrAL
% 9
2
CONST. 8" GATE VALVE
EA
3
CONST 8" TEE
EA
4
CONST 8" X 45 DEGREE ELL
EA
5'
CONST 8" X 90 DEGREE ELL
EA
---
6
CONST THRUST BLACK
EA
7
CONST BLOWOFF
EA
8
CONST A/V RELEASE VALVE I" Fe -F, W-11
EA
9
REMOVE PLUG AND JOIN
EA
Z
10
CONST SERVICE LINE
EA
11
CONST FIRE HYDRANT
EA
12
INSTALL 8" FLG AND'BLIND FLANGE
EA
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by: Scale:
FCIS
CONSTRUCTION SEQUENCE PLAN I - /O°
Designed Dates
TRACT 12477-1,2,3,4,5,6
Checked byL�/ � f� 7- %P Dwg. No. rQ
S I -Apgoveds 8
CITY ENGINEER R.C.E. 25.1210 ��� 3 ��