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DESCRIPTION
1
CONSTRUCT 1811 DIA RCP
LEGEND
1
2
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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
STORM DRAIN
Q UA N / / 7Y
Ut1IT AOdl~2 rOTA Z
Na •
DESCRIPTION
1
CONSTRUCT 1811 DIA RCP
LF
1
2
CONSTRUCT 21" DIA RCP
LF
2
3
CONSTRUCT 2411 DIA RCP
LF
•?
4
CONSTRUCT 27t1 DIA RCP
LF
-MANHOLE PER CITY OF FONTANA STD.
5
CONSTRUCT 3011 DIA RCP
LF
BJ -SE OVER 12" OF 95% COMPACTED
6
CONSTRUCT 3§-6- DIA RCP
LF
CONST 8" X 90 DEGREE ELL
7
CONSTRUCT 4211 DIA RCP
LF
3l 772
/
8
CONSTDST#2CD184H(SEE DETAIL
SHEET 2)
EA
8
9
CO�STDS#2UD102CT •H. (SEE#1 PER DETAIL ON
SHEET 2)
EA
FONTANA STANDARD DETAILS 112 & 114
10
OMITTED
CONST A/V RELEASE VALVE
FONTANA STANDARD DETAIL 101).
11
CONSTRUCT CATCH'BASIN #2 W=7')
PER LACFCD STD. #2-D162 (SEE D TAIL
ON SHEET 2)
EA
4
12
CONSTRUCT CATCH BASIN 13 W�10'
PER LACFCD STD #2-D163 (S E DET IL
ON SHEET 2)
EA
10
13
CONSTRUCT CATCH BASIN 13 �W=14') PER
LACFCD 12-D163 (SEE ETAIL ON
EA
EA
14
CONSTRUCT
TDCA#2HD163I(SEE DETAIL)ONER
SHEET 2) .
EA
SF
.15
CONSTRUCT CATCH BASIN #3 �W=28') PER
LACFCD STD. 02-D163 (SEE ETAIL ON
SHEET 2
EA
GUTTER AND SPANDREL PER CITY
16.
LOCAL DEPRESSION #2 PER
LACFCD STD. 2-D88 (SEE STREET PLANS)
EA
17
REMOVE EXITING PLUG AND CONNECT
INTO EXISTING RCP
EA
2
18
6" PVC
LF
3
19
CONST. MODIFIED PARKWAY DRAIN
EA
EA
20
CONST. CONC. COLLAR
EA
PER CITY OF FONTANA STANDARD
2,1
CONST. PLUG (BULKHEAD)
EA
'
;�2 -
1 t vt:�I GTt�- 5A -W aGU-Ci�YE EA
¢
23 1
RF-LXATF- DP-51LTINQ RISEK 6A I I
I
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
STREET
Q UA /V T/ r y
1LD
DESCRIPTIONUNIT
NO.
ADOrI
rorA L
1
OMITTED
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
2
CONSTRUCT 411 AC OR EQUIVALENT
SF
EA
3
CONST 8 t1 TEE
SECTION OF AC ON AGGREGATE II
-MANHOLE PER CITY OF FONTANA STD.
CONSTRUCT 2711 DIA RCP LF
4
CONST 811 X 45 DEGREE ELL
BJ -SE OVER 12" OF 95% COMPACTED
DETAIL 112
5
5
CONST 8" X 90 DEGREE ELL
NATIVE SOIL.
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
3l 772
/
3
CONSTRUCT CONCRETE CURB AND
LF
8
7
CONST BLOWOFF
GUTTER ( 811 CF PER CITY OF
FONTANA STANDARD DETAILS 112 & 114
STDST#2CD184H(SEE DETAILCOND
8
CONST A/V RELEASE VALVE
FONTANA STANDARD DETAIL 101).
CONSTRUCT 411 EXTRA STRENGTH VCP
LF
86
4
CONSTRUCT 4" THICK CONCRETE
SF
2
10
CONST SERVICE LINE
SIDEWALK.
STD DET. 125
EA
/•
Cps�p 3
5
CONSTRUCT STANDARD CROSS
SF
EA
12
INSTALL 8" FLG AND BLIND FLANGE
GUTTER AND SPANDREL PER CITY
OF FONTANA STANDARD DETAIL 128
3
13
OF FONTANA STANDARD DETAIL 104.
CONSTRUCT TEMPORARY TERMINAL CLEANOUt
EA
70
5A
OMITTED
AT THE END OF THE PHASE BOUNDARY PER
3
(( ))
PERSLACFCD STDCATCtl#ZAD163SIN #(SEEiOETAIL EA
6
ADJUST MANHOLE COVER TO GRADE
EA
ON SHEET 2)
PER CITY OF FONTANA STANDARD
REMOVE EXISTING PLUG (BULKHEAD) b JOIN
EA
J
'
DETAIL 109.
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
7
ADJUST WATER VALVeTO GRADE.
EA
14
2
8
OMITTED
CONSTRUCT SEWER•MAIN CONCRETE
EA
9
REMOVE BARRICADE
LF
10
CONSTRUCT RAMPED CURB RETURN
EA
EA
STDCA#2HD163I(SEE DETAIL)ON
PER CITY OF FONTANA STAN-
SHEET 2
DARD 104A
16
AL
2PLANS) PER EA
11
OMITTED
LACFCD STD.L2CD88D(SEESSTREETSION
4-
12
INSTALL STREET LIGHT (5,800
EA
INTO EXISTING RCP
HHIIGH PRESSURE SODIUM) W/ORNAMENTAL
18
4-
PO
19
CONST. MODIFIED PARKWAY DRAIN EA
13
CONSTRUCT LOCAL DEPRESSION #2
5F
SEE DETAIL "A11 ON SHEET 10
21
CONST. PLUG (BULKHEAD) G EA
f
14
CONSTRUCT CONCRETE CURB ONLY
LF-
1
/
ZZ
(6- OF TANA
2UFFM
2
2 ¢ I
TANDARDEDETAIL 101)CITY
STREET
Q UA NT/ T Y
15
CONSTRUCT MODIFIED DRAINAGE
EA
AODrl
rorA L
STRUCTURE STD 124
OMITTED
16
CONST. COMMERCIAL DRIVEWAY PER
2
CONSTRUCT 411 AC OR EQUIVALENT
SF
CITY STD. 102-A W=30*
SECTION OF AC ON AGGREGATE II
17
CONST P 211 AC OVER 951
COMPACTED NATIVE SOIL
Cj• r-
¢/ iso
¢,� X58
18
CONST TEMP BARRICADE PER CITY OF
FONTANA STD DETAIL //8
F -A
1
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
�j..
LF
NATIVE SOIL
GUTTER (8 11 CF PER CITY OF
20
REMOVE TEMPORARY BARRICADE
2i
IN49TALL. REMO VA OL6 VARRlC,4DE
I=A
2
2
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
WATZA QUANTI r
SEWER
DESCRIPTION
QUANT/TY
NO.
DESCRIPTION
/'1 ADDTL
rOrAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
2 7/81
1276
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
3
CONST 8 t1 TEE
EA
-MANHOLE PER CITY OF FONTANA STD.
CONSTRUCT 2711 DIA RCP LF
4
CONST 811 X 45 DEGREE ELL
EA
DETAIL 112
5
5
CONST 8" X 90 DEGREE ELL
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
6
CONST THRUST BLOCK
EA
MANHOLE AT CUL-DE-SAC PER CITY OF
8
7
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
STDST#2CD184H(SEE DETAILCOND
8
CONST A/V RELEASE VALVE
EA
CONSTRUCT 411 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
EA
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
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOUt
EA
14-
IIA1,57
,EA
AT THE END OF THE PHASE BOUNDARY PER
3
(( ))
PERSLACFCD STDCATCtl#ZAD163SIN #(SEEiOETAIL EA
/
CITY OF FONTANA STANDARD DETAIL "
ON SHEET 2)
6
REMOVE EXISTING PLUG (BULKHEAD) b JOIN
EA
J
'
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
SHEET 2)
AT PHASE BOUNDARY AND JOIN
14
CA#2HCH EA
3
CONSTRUCT SEWER•MAIN CONCRETE
EA
ENCASEMENT
r
ij
9
CONSTRUCT f-LUC-s
EA
STDCA#2HD163I(SEE DETAIL)ON
PLANS PREPARED DER THE DIRECTION OFs No:
coxf-W . -� q� Z
J.PKAPP C.E. • 22015 DATE
WMY REGIST A ION EXPIRES 9-30-93
•.cc-,lam-ruF �c.�si�,i. c� I .CH 1 I /
REVISIONS
Descriptions
ApDED 5416;67 ,4 APPROVAL Foe yY.4To=R ON,
--
�WGoR.D ORA WIAIG
.
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
WATZA QUANTI r
NO,
DESCRIPTION
UNIT
ADDTL
TorAL
1
CONST. 8" I.D. STEEL PIPE CML b C
LF
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
CONST. 8" GATE VALVE
EA
CT
142 7-
3
CONST 8 t1 TEE
EA
4
CONSTRUCT 2711 DIA RCP LF
4
CONST 811 X 45 DEGREE ELL
EA
CONSTRUCT 3011 DIA RCP LF
5
5
CONST 8" X 90 DEGREE ELL
EA
CONSTRUCT 48" DIA PRECAST CONCRETE
7
6
CONST THRUST BLOCK
EA
MANHOLE AT CUL-DE-SAC PER CITY OF
8
7
CONST BLOWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
STDST#2CD184H(SEE DETAILCOND
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
EA
11 .
CONST FIRE HYDRANT
EA
10
3
12
INSTALL 8" FLG AND BLIND FLANGE
EA
3
3
13
AE
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
Z.
14-
IIA1,57
,EA
1
3
PLANS PREPARED DER THE DIRECTION OFs No:
coxf-W . -� q� Z
J.PKAPP C.E. • 22015 DATE
WMY REGIST A ION EXPIRES 9-30-93
•.cc-,lam-ruF �c.�si�,i. c� I .CH 1 I /
REVISIONS
Descriptions
ApDED 5416;67 ,4 APPROVAL Foe yY.4To=R ON,
--
�WGoR.D ORA WIAIG
.
QUA N T1 T Y
DRAIN
uNTT
No.
DESCRIPTION urlIT
AO,C r2
jOTAZ
1
CONSTRUCT 18" DIA RCP LF
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
Q
CONSTRUCT 21" DIA RCP LF
TR
CT
142 7-
CONSTRUCT 2411 DIA RCP LF
�
CONST 811 TEE
4
...... ............ ................ _ _............. .... ,-•
_.y
........�.
_........... ...... .......
_ _....... ............
..
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UD
N / ® ®✓
'�.
i/
rr
rr
® RECORD DRA WING
I
f
r
11 i
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CONsre4ICr.E 11V r,1,!F i 9 67/x/c
s,EQ�JfiYC�:
/. T,e • /4A 2,7 2- re. /¢2 77 2
1=0,2 -5ADD LE Ai54,K— CO u2T.-
2 - T,0. 142 77- 2 C 54 001-E CoU2l•)
3. r2. /4-077-S
4. r -e- t4-277-4- 4 %O. 14Z-77-!57
All / IG-4CIL/r/ie:�9 /A/ F,4 ch/ .��Ql1�iuC,E
S�Q i ,8� r� 7,-eP
�"� ,4 CC,ePr,60 Sr,G/rY leel4e 1"O
11, grAeRIVC7
NORTH 1
=// IM' WAT,5,2 CONST A/O%E5 CONO.
NO TE .
)090 roc r 4AIP 1144/Nr4lAl
eX/s r E5R6610A! e-avrRdL
lye4sl./i?ES E6/l.P1A/(7
rr7 N0. 22015
Exp.3/31/98 Exp 9.3093
CIVIL
e OF NN
clfi- "It -
CAL tF OF CA����
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
QSTORM
QUA N T1 T Y
DRAIN
uNTT
No.
DESCRIPTION urlIT
AO,C r2
jOTAZ
1
CONSTRUCT 18" DIA RCP LF
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
CONSTRUCT 21" DIA RCP LF
2
CONSTRUCT 48" DIA. PRECAST CONC.
3
CONSTRUCT 2411 DIA RCP LF
.3
CONST 811 TEE
4
CONSTRUCT 2711 DIA RCP LF
4
9
5
CONSTRUCT 3011 DIA RCP LF
5
CONST 8" X 90 DEGREE ELL
6
CONSTRUCT 36". DIA RCP LF
CONSTRUCT 48" DIA PRECAST CONCRETE
7
7
CONSTRUCT 4211 DIA RCP LF
7
MANHOLE AT CUL-DE-SAC PER CITY OF
8
EA
8
CONST A/V RELEASE VALVE (j1rrj{ 7
FONTANA STANDARD DETAILS 112 & 114
STDST#2CD184H(SEE DETAILCOND
9
%
EA
SHEET 2)
LF
CONST SERVICE LINE
9
CONSTRUCTH. 1 PER FCD EA
HOUSE LATERALS PER CITY OF FONTANA
CONST FIRE HYDRANT
EA
DETAIL ON
12
STD DET. 125
EA
SHEET 2)
5
10
OMITTED
11
(W=7'))
22(SEEDETAIL EA
PERSLACFCDUCT CATCH
STD. #2SD16IN
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
rr��
ON SHEET 2)
L
12
(( ))
PERSLACFCD STDCATCtl#ZAD163SIN #(SEEiOETAIL EA
/
CITY OF FONTANA STANDARD DETAIL 7
ON SHEET 2)
13
EA
CA#2HD163I(SEE
N A
J
J
DETAIL)ONER
LACFCDU TDCT
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
SHEET 2)
AT PHASE BOUNDARY AND JOIN
14
CA#2HCH EA
3
CONSTRUCT SEWER•MAIN CONCRETE
D163I(SEE DETAIL)ONER
LACFCDU TDCT
SHEET 2) .
15
CONSTRLACFCDUCT PER EA
CONSTRUCT PLUG
EA
STDCA#2HD163I(SEE DETAIL)ON
SHEET 2
16
AL
2PLANS) PER EA
LACFCD STD.L2CD88D(SEESSTREETSION
4-
17
17
REMOVE EXISTING PLUG AND CONNECT EA
INTO EXISTING RCP
18
611 PVC LF
19
CONST. MODIFIED PARKWAY DRAIN EA
20
CONST. CONC. COLLAR EA
21
CONST. PLUG (BULKHEAD) G EA
f
24 '
R�MO E d�511.?lI�1G E�I9E� SOIN �A
1
/
ZZ
/N5T 0w6/GT/NG 94,Sl MC-6AR0UNO C• r,q
2UFFM
2
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
STREET
Q UA NT/ T Y
LO
DESCRIPTION
uniT
AODrl
rorA L
1
OMITTED
2
CONSTRUCT 411 AC OR EQUIVALENT
SF
SECTION OF AC ON AGGREGATE II
BASE OVER 12" OF 95% COMPACTED
NATIVE SOIL.
97
3
CONSTRUCT CONCRETE CURB AND
LF
GUTTER (8 11 CF PER CITY OF
�28
FONTANA STANDARD DETAIL 101).
4
CONSTRUCT 411 THICK CONCRETE
SF
•
SIDEWALK.
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 VAL9 TO GRADE.
EA
J'
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
r
POLE
,.!
13
OONSTRUCT LOCAL DEPRESSION #2
5F
A
SEE DETAIL "A11 ON SHEET 10
/,,
4
14
CONSTRUCT CONCRETE CURB ONLY
LF
ICF E FONTANA
S(6"
TANDARD DETAIL 101)
15
CONSTRUCT MODIFIED DRAINAGE
EA
STRUCTURE STD 124
16
CONST. COMMERCIAL DRIVEWAY PER
CITY STD. 102-A W=300
S•F
17
CONST TEMP 2" AC OVER 95%
9-F
COMPACTED NATIVE SOIL
18
CONST TEMP BARRICADE PER CITY OF
9A
FONTANA STD DETAIL //8
19
2" AC OVER 95% COMPACTED
NATI E STEMP OIL
20
REMOVE TEMPORARY BARRICADE
21
INSTALL REMOVAKE PARRICAl71;
22
lZEN(OVt= ALL
jr - ✓md;e- / /C f VA- ,&5,9KfC/ L C4 ( / La )
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
CONSTRUCTION NOTES AND, ESTIMATE OF QUANTITIES
SEWER
uNTT
Q UAN TIT Y
110.
DESCRIPTION
ADOT L
rarAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
LF
44
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
.3
CONST 811 TEE
-MANHOLE PER CITY OF FONTANA STD.
4
CONST 8" X 45 DEGREE ELL
EA
DETAIL 112
5
CONST 8" X 90 DEGREE ELL
EA
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
EA
2
7
MANHOLE AT CUL-DE-SAC PER CITY OF
EA
8
CONST A/V RELEASE VALVE (j1rrj{ 7
FONTANA STANDARD DETAILS 112 & 114
J
9
REMOVE PLUG AND JOIN
EA
CONSTRUCT 4" EXTRA STRENGTH VCP
LF
CONST SERVICE LINE
EA
HOUSE LATERALS PER CITY OF FONTANA
CONST FIRE HYDRANT
EA
/
12
STD DET. 125
EA
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
6
REMOVE EXISTING PLUG (BULKHEAD) b JO
N A
J
J
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
AT PHASE BOUNDARY AND JOIN
3
CONSTRUCT SEWER•MAIN CONCRETE
EA
ENCASEMENT
9
CONSTRUCT PLUG
EA
Engineer City BENCHMARK : CITY OF FONTANA . CALIFORNIA
� royal Date Approval Dates JP. KAPP � ASSOCIATES, INS
L 1 C WORKS DEPARTMENT
B Drown bys Scales
CIVIL ENGINEERS. LAND PLANNERS C
� �14Q
LAND SURVEYORS Designed bys CONSTRUCTION SEQUENCE PLAN Date:
2002 LOVA AVE. SUITE 110 TRACT 14277-1,2,3,4,5,6 ZA
RIVERSIDE -v., -CALIFORNIA 92507 Cheoked bys`
�✓ Dry. No.
141 276-8760 _ Ay r a v d : ` 7' � 3 /
�S S� c� _ CITY ENGINEER R.C.E. 25126
CONSTRUCTION NOTES AND, ESTIMATE OF QUANTITIES
❑
«s WATER
QUA /v T 1 T
Na.
DESCRIPTION
UNIT
DDT'L TO TA L
1
CONST. 8" I.D. STEEL PIPE CML b C
LF
2
CONST. 8" GATE VALVE
EA
.3
CONST 811 TEE
EA
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 (j1rrj{ 7
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 BENCHMARK : CITY OF FONTANA . CALIFORNIA
� royal Date Approval Dates JP. KAPP � ASSOCIATES, INS
L 1 C WORKS DEPARTMENT
B Drown bys Scales
CIVIL ENGINEERS. LAND PLANNERS C
� �14Q
LAND SURVEYORS Designed bys CONSTRUCTION SEQUENCE PLAN Date:
2002 LOVA AVE. SUITE 110 TRACT 14277-1,2,3,4,5,6 ZA
RIVERSIDE -v., -CALIFORNIA 92507 Cheoked bys`
�✓ Dry. No.
141 276-8760 _ Ay r a v d : ` 7' � 3 /
�S S� c� _ CITY ENGINEER R.C.E. 25126