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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
STREET
0z1At`/7*/ r
Q UA N rI T Y
STORM DRAIN
11 IT
A0,07-2
L
NO, _ DESCRIPTION
ADd1''� jOTA
1 CONSTREkCT 18" DIA RCP
LF
LF
2 CONSTRUCT 21" DIA RCP
LF
CONSTRUCT 4" AC OR EQUIVALENT
SF
3
CONSTRUCT 24" DIA RCP
LF
SECTION OF AC ON AGGREGATE II
'MANHOLE PER CITY OF FONTANA STD.
4
CONSTRUCT 27!' DIA RCP LF
4
599
5
CONSTRUCT 30" DIA RCP LF
L� 3
-
6
CONSTRUCT 36".DIA RCP LF
EA
9
G ¢3
7
CONSTRUCT 42" DIA RCP LF
LF
CONSTRUCT CONCRETE CURB AND
8
CONSTRUCT M.H. #2 -PER LACFCD EA
GUTTER (8" CF PER CITY OF
FONTANA STANDARD DETAILS 112 & 114
STD. 12-D184 (SEE DETAIL ON
8
/
SHEET 2)
CONSTRUCT 4" =XTRA STRENGTH VCP
9
CONSTRUCT M.H. L11 PEP L:ACFCD EA
4
CONSTRUCT4" THICK CONCRETE
STD 12-D102 (SEE DETAIL ON
/
SF
SHEET 2)
SIDEWALK.
10
OMITTED
5777
11
CONSTRUCT CATCH 'BASIN 12 (W=7'EA
SF
EA
PER LACFCD STD. 12-D162 (SEE D) TAIL
12
GUTTER AND SPANDREL PER CITY
ON SHEET 2)
`
12
CONSTRUCT CATCH BASIN 13W-10') EA
OF FONTANA STANDARD DETAIL 104.90
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
PER LACFCD STD 12-D163 (SEE DETAIL
5A
ON SHEET 2)
AT THE END OF THE PHASE BOUNDARY PrR
13
CONSTRUCT CATCH BASIN 13 (W=14') PER EA
6
ADJUST MANHOLE COVER TO GRADE
LACFCD STD. 12-D163 (SEE DETAIL ON
ADJUST MANHOLE COVER TO GRADE
EA
SHEET 2)
PER CITY OF FONTANA STANDARD
14
CONSTRUCT CATCH BASIN 13 (W=21') PER EA
L
17
LACFCD STD. 12-D163 (SEE DETAIL ON
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
SHEET 2).
7
15
CONSTRUCT CATCH BASIN 13 (W=281) PER EA
ADJUST WATER VALVETO GRADE.
2
LACFCD STD. 12-D163 (SEE DETAIL ON
OMITTED
CONSTRUCT SEWER.MAIN CONCRETE
SHEET 2 1
•16
LOCAL DEPRESSION 12 PER EA
LF
REMOVE BARRICADE
LACFCD STD. 2-D88 (SEE STREET PLANS)
10
17
REMOVE EXISTING PLUG AND CONNECT EA
EA
EA
INTO EXISTING RCP
PER CITY OF FONTANA STAN-
18
6" PVC LF
19
CONST. MODIFIED PARKWAY DRAIN EA
20
CONST. CONC. COLLAR EA
11
21
. CONST. PLUG (BULKHEAD) EA
OMITTED
25
KC -MOVE 1=X1 '1•• t7e51 _n N(a l
/
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
STREET
0z1At`/7*/ r
Na_
DESCRIPTIONUm
NO.,
A0,07-2
L
rOTA L
1
OMITTED
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
2
CONSTRUCT 4" AC OR EQUIVALENT
SF
EA
SF
3
SECTION OF AC ON AGGREGATE II
'MANHOLE PER CITY OF FONTANA STD.
SECTION OF AC ON AGGREGATE II
�20
4
BASE OVER 12" OF 95% COMPACTED
DETAIL 112
BASE OVER 12" OF 95% COMPACTED
L� 3
2
NATIVE SOIL.
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
9
G ¢3
3
CONSTRUCT CONCRETE CURB AND
LF
CONSTRUCT CONCRETE CURB AND
LF
7
GUTTER (8" CF PER CITY OF
FONTANA STANDARD DETAILS 112 & 114
GUTTER (8" CF PER CITY OF
8
/
FONTANA STANDARD DETAIL 101).
CONSTRUCT 4" =XTRA STRENGTH VCP
LF
C
4
CONSTRUCT4" THICK CONCRETE
SF
CONSTRUCT 4" THICK CONCRETE
SF
10
SIDEWALK.
STD DET. 125
SIDEWALK.
5777
5
CONSTRUCT STANDARD CROSS
SF
EA
'
12
GUTTER AND SPANDREL PER CITY
DETAIL 128
GUTTER AND SPANDREL PER CITY
/
OF FONTANA STANDARD DETAIL 104.90
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
EA
5A
I OMITTED
AT THE END OF THE PHASE BOUNDARY PrR
OMITTED
6
ADJUST MANHOLE COVER TO GRADE
EA
ADJUST MANHOLE COVER TO GRADE
EA
16
PER CITY OF FONTANA STANDARD
-REMOVE EXISTING PLUG (BULKHEAD) & JOIN
EFA
L
17
DETAIL 109.
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
4-
7
ADJUST WATER VALV/STO GRADE.
EA
ADJUST WATER VALVETO GRADE.
2
8
OMITTED
CONSTRUCT SEWER.MAIN CONCRETE
EA
9
I REMOVE BARRICADE
LF
REMOVE BARRICADE
LF
10
CONSTRUCT RAMPED CURB RETURN
EA
EA
EA
f
PER CITY OF FONTANA STAN-
r -A
/
DARD 104A
DARD 104A
11
OMITTED
11
OMITTED
12
INSTALL STREET LIGHT (5,800
EA
INSTALL STREET LIGHT (5,800
EA
HIGH PRESSURE SODIUM) W/ORNAMENTAL
HIGH PRESSURE SODIUM) W/ORNAMENTAL
POLE
13
CONSTRUCT LOCAL DEPRESSION 12
SF
CONSTRUCT LOCAL DEPRESSION 12
I SEE DETAIL "A" ON SHEET 10
/Q
!C/ �
14
CONSTRUCT CONCRETE CURB ONLY
LF-
14
CONSTRUCT CONCRETE CURB ONLY
( OF TANA
6- CFTANDARDEDETAIL
(6 -TANA
101)CITY
15
CONSTRUCT MODIFIED DRAINAGE
EA
15
•
STRUCTURE STD 124
I
16
CONST. COMMERCIAL DRIVEWAY PER
16
CONST. COMMERCIAL DRIVEWAY PER
CITY STD. 102-A W=30'
5F
l2 8
17
CONST TEMP 2" AC OVER 951
17
CONST TEMP 2" AC OVER 95%
COMPACTED NATIVE SOIL
5.F
18
CONST TEMP.BARRICADE PER CITY OF
18
CONST TEMP BARRICADE PER CITY OF
FONTANA STD DETAIL 116
2
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
NATIVE SOIL
/
20
REMOVE TEMPORARY BARRICADE
21
INST�L,L �'I=MOV�I3l�E �RKI
22
);?5M0V2 4 RP-10TALL NEM. FAR.
/
n, v . ,06- ,,,v.. ,v v . / c - I,- LAI- .[_;11114f/"-% /N.7 / L_ I / "-r l
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
0
SEWER
QUA WI T /
QUA Y TI T y
NO.,
DESCRIPTION
ADOT L
TOTAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
2
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
SF
3
CONSTRUCT 24" DIA RCP
'MANHOLE PER CITY OF FONTANA STD.
SECTION OF AC ON AGGREGATE II
�20
4
CONSTRUCT 27" DIA RCP
DETAIL 112
BASE OVER 12" OF 95% COMPACTED
L� 3
2
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
6
6
CONSTRUCT 36'.'. DIA RCP
MANHOLE AT CUL-DE-SAC PER CITY OF
CONSTRUCT CONCRETE CURB AND
LF
7
CONSTRUCT 42" DIA RCP.
FONTANA STANDARD DETAILS 112 & 114
GUTTER (8" CF PER CITY OF
8
/
4
CONSTRUCT 4" =XTRA STRENGTH VCP
LF
9
9
CONSTDS12UCT D102.H. (SEEI1 PER FCD.
DETAIL ON
SHEET 2)
HOUSE LATERALS PER CITY OF FONTANA
CONSTRUCT 4" THICK CONCRETE
SF
10
OMITTED
STD DET. 125
SIDEWALK.
11
11
5
CONSTRUCT TERMINAL CLEANOUT PER CITY
OF FONTANA STANDARD
EA
'
12
CONSTRUCT CATCH BASIN 13 (W310')
PER LACFCD STD 12=D163 (SEE DETAIL
ON SHEET 2)
DETAIL 128
GUTTER AND SPANDREL PER CITY
/
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOU1
EA
14
CONSTRUCT CATCH BASIN 13 (W=2�1') PER
L.ACE*CD STD. 12-D163 (SEE DETAIL ON
SHEET 2).
AT THE END OF THE PHASE BOUNDARY PrR
OMITTED
15
CONSTRUCT CATCH- BASIN 13 (W�2;8':) PER
L:ACFCD` STD. 12-D1`63 (SEE DETA:tL ON
SHEET 2
CITY OF FONTANA STANDARD DETAIL
ADJUST MANHOLE COVER TO GRADE
EA
16
6
-REMOVE EXISTING PLUG (BULKHEAD) & JOIN
EFA
L
17
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
18
6" PVC
AT PHASE BOUNDARY AND JOIN
ADJUST WATER VALVETO GRADE.
EA
19
a
CONSTRUCT SEWER.MAIN CONCRETE
EA
20
CONST. CONC. COLLAR
ENCASEMENT
REMOVE BARRICADE
LF
21
9
CONSTRUCT PLii
EA
EA
f
AVL K. M V D Dl.ir5T4t 1 JK DPAn
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
D WATER QUA N T / r
NO-. DESCRIPTION UNIT ADDrL T4TAL
1 CONST. 8" I.D. STEEL PIPE CML & C LF 2
2 CONST. 8" GATE VALVE EA 3
] CONST 8" TEE EA
4 CONST 8 X 45 DEGREE ELL EACD co
e wa , 4EA40S/OR! e4o"Ti2 OL 5 CONST 8" X 90 DEGREE ELL EA
--- _-......
_.............._.__._....... MEA9419aS �O&s7LT%VCs 6 CONST THRUST BLOCK EA
`- - __ �� .l /�iD/�/'��a'.r'� 7 CONST BLOWOFF EA
--• • �' 7-1-5„��8 CONST A/V RELEASE VALVE EA
pI'LL
.,,• -~' ... r... r, /'C1-'j%3T, , . h,��'�'�\\ 9 REMOVE PLUG AND JOIN EA
_... _............ _
_........ __.... "° 10 CONST SERVICE LINE EA
/ No. 22015 11 CONST FIRE HYDRANT EA 2
�- * Exp 93093 * 12 INSTALL 8” FLG AND BLIND FLANGE EA
13 / sr. ,� A-610rZr/' . ' �i5�,stF�' F,4 . /
LP civic ��� i r2"roR4V6gZ0r ,a,
9TE ST_ GDo3/�/J� .c'O,r2Fl1/�.S�/iS/G ,E.4 /
C opus 7-g uc 7 N Ivo res �auAAirlrlEs Foie REVISIONS
�0oirIONA4 ITEM re iNeUR5 COWgT. ��QU�/�CE Nos Descriptions
PLANS PREPARED DER THE DIRECTION OFs
vT�E�T*�' ' F.• CD��T 7EMf' 2 /• HK C P - r o,� s,�LET P ,eo /woe AIA
:: :+ :: • T /�} vM%/ UP,OA _TED- 5"T.?EE'T_ %Y,AMES"_
Z�
.. .a.: �,�•�'- Er' S�CTIo/�l �0) 0941AI coev o�e4 wiw4
0S�'���-� �M I /� �K � � J.P KAPP E. � 22015 DATE
% p 2 P J; 7-0 � /!ot411V MY REG I STRA I EXPIRES 9-30-93
D WA r&R R!F"o/45F r�M,o z "r�,� � •c. v
P /YIT
m
Engineer City
Approval Dates Approval Dates
yj . 9Z 7-
- INCA&I/ 18- RWG.l .ZO- 9
BENCHMARK.
f O
F
W. /0to9.94 TD 0. /r
,5 '-e 1'714557 3 O,- .s.O. A14,A15 -
Q
QRECORD WIN
Jt
f
k�e�of RSS/��
NORTH GU T
/DD' C130
CD No.26229 m
rY n,
J.P. KA" & ASSOCIATES, INS
CIVIL ENGINEERS. LAND PLANNERS
LAND SURVEYORS
2002 IOWA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
[714] 276-8760
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
QSTORH •DRAIN
UNIT
QUA WI T /
O.
DESCRIPTION
DESCRIPTION
ADDT L
1
CONSTRUCT 18" DIA RCP
LF
OMITTED
2
2
CONSTRUCT 21" DIA RCP
LF
CONSTRUCT 4" AC OR EQUIVALENT
SF
3
CONSTRUCT 24" DIA RCP
LF
SECTION OF AC ON AGGREGATE II
�20
4
CONSTRUCT 27" DIA RCP
LF
BASE OVER 12" OF 95% COMPACTED
L� 3
5
CONSTRUCT 30" DIA RCP
LF
NATIVE SOIL.
6
6
CONSTRUCT 36'.'. DIA RCP
LF
CONSTRUCT CONCRETE CURB AND
LF
7
CONSTRUCT 42" DIA RCP.
LF
GUTTER (8" CF PER CITY OF
8
CONST A/V RELEASE VALVE I" � pe -P W -I (
CON8 STDST12CD184H(SEE DETAIIALCD
ON
SHEET 2)
EA
FONTANA STANDARD DETAIL 101).
9
9
CONSTDS12UCT D102.H. (SEEI1 PER FCD.
DETAIL ON
SHEET 2)
EA
CONSTRUCT 4" THICK CONCRETE
SF
10
OMITTED
STD DET. 125
SIDEWALK.
11
11
CONSTRUCT CATCH`BASIN 12 (W=7')
PER LACFCD STD. 12-D162 (SEE D TAIL
ON SHEET 2)
EA
CONSTRUCT STANDARD CROSS
SF
12
CONSTRUCT CATCH BASIN 13 (W310')
PER LACFCD STD 12=D163 (SEE DETAIL
ON SHEET 2)
EA
GUTTER AND SPANDREL PER CITY
13
CONSTRUCT CATCH BASIN 13(W=14') PER
LACFCD STD. 12-D163 (SEE DETAIL ON
SHEET 2)
EA
OF FONTANA STANDARD DETAIL 104.
14
CONSTRUCT CATCH BASIN 13 (W=2�1') PER
L.ACE*CD STD. 12-D163 (SEE DETAIL ON
SHEET 2).
EA
OMITTED
15
CONSTRUCT CATCH- BASIN 13 (W�2;8':) PER
L:ACFCD` STD. 12-D1`63 (SEE DETA:tL ON
SHEET 2
EA
ADJUST MANHOLE COVER TO GRADE
EA
16
LOCAL DEPRESSION' 42; `P,SR.
D88 (SEE STREE�P.IJINS.)
LACFCD STD. 2- T
£A
PER CITY OF FONTANA STANDARD
L
17
REMOVE EXISTING PLUG AND CONNECT-
INTO EXISTING RCP
EA
DETAIL 109.
18
6" PVC
LF
ADJUST WATER VALVETO GRADE.
EA
19
CONST. MODIFIED PARKWAY DRAIN
JtA
OMITTED
20
CONST. CONC. COLLAR
REMOVE BARRICADE
LF
21
CONST. PLUG ( BULKHEAD)
EA
'
EA
22
IN9r• o6st6TI1v* .57AA0, 49 s
r -A
/
DARD 104A
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
O
Q uA NT/ nye
STREET
QUANTITY
LO_
DESCRIPTION
ADDT L
A,0, L
rorA L
1
OMITTED
2
p3 48
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
CONST 8" X45 DEGREE ELL
EA
DETAIL 112
BASE OVER 12" OF 95% COMPACTED
5'
CONST 8" X 90 DEGREE ELL
3
CONSTRUCT 48" DIA PRECAST CONCRETE
NATIVE SOIL.
6
CONST THRUST BLOCK
24,1519
3
CONSTRUCT CONCRETE CURB AND
LF
CONST BIAWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
GUTTER (8" CF PER CITY OF
8
CONST A/V RELEASE VALVE I" � pe -P W -I (
6 7_5
CONSTRUCT 4" -XTRA STRENGTH VCP
FONTANA STANDARD DETAIL 101).
9
REMOVE PLUG AND JOIN
EA
4
CONSTRUCT 4" THICK CONCRETE
SF
CONST SERVICE LINE
/
STD DET. 125
SIDEWALK.
11
CONST FIRE HYDRANT
04-131
��
5
CONSTRUCT STANDARD CROSS
SF
INSTALL 8" FIG AND, BLIND FLANGE
EA
OF FONTANA STANDARD DETAIL 128
GUTTER AND SPANDREL PER CITY
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOUT
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
1
2
7
REMOVE TEMPORARY TERMINAL CLEANOUT
DETAIL 109.
3-
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
HIGH PRESSURE SODIUM) W/ORNAMENTAL
POLE
13
CONSTRUCT LOCAL DEPRESSION 12
SF
SEE DETAIL "A" ON SHEET 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=30'
17
CONST TEMP 2" AC OVER 95%
COMPACTED NATIVE SOIL
18
CONST TEMP BARRICADE PER CITY OF
2
2
FONTANA STD DETAIL //8
19
REMOVE TEMP 2" AC OVER 95% COMPACTED
/
NATIVE SOIL
20
REMOVE TEMPORARY BARRICADE
214-
I PyTAt L tZ6M6VA0b6 PAIZRI C VC-
/
22
R�MoV� RetµSTi�U. MM , PAR .
/
f
jy_ aGG•
AgAA7,P/1`n17.V'
n.FT/]
//
P� .
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
SEWER
E
QUANTITY
170.
DESCRIPTION
ADDT L
/ OVAL
1
CONSTRUCT 8" EXTRA STRENGTH VCP
LF
2
p3 48
2
CONSTRUCT 48" DIA. PRECAST CONC.
EA
3
CONST 8" TEE
EA
-MANHOLE PER CITY OF FONTANA STD.
4
CONST 8" X45 DEGREE ELL
EA
DETAIL 112
5'
CONST 8" X 90 DEGREE ELL
3
CONSTRUCT 48" DIA PRECAST CONCRETE
EA
6
CONST THRUST BLOCK
EA
AANHOLE AT CUL-DE-SAC PER CITY OF
7
CONST BIAWOFF
EA
FONTANA STANDARD DETAILS 112 & 114
8
CONST A/V RELEASE VALVE I" � pe -P W -I (
EA
CONSTRUCT 4" -XTRA 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
INSTALL 8" FIG AND, BLIND FLANGE
EA
OF FONTANA STANDARD DETAIL 128
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOUT
EA
AT THE END OF THE PHASE BOUNDARY PER
CITY OF FONTANA STANDARD DETAIL
6
REMOVE EXISTING PLUG (BULKHEAD) & JON
EA
P
2
7
REMOVE TEMPORARY TERMINAL CLEANOUT
EA
AT PHASE BOUNDARY AND JOIN
a
CONSTRUCT SEWER.MAIN CONCRETE
EA
ENCASEMENT
9
CONSTRUCT pL, j,j�
EA
2
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by: Scales
C CONSTRUCTION SEQUENCE PLAN
Designed by: Dates
TRACT 12477-1,2,3,4,5,6 0
Checked by: Dwg. No.
S1 —sf3A proved: L✓. G✓�t..QL. /- 7-V3 2 �p
s- __ _ CITY ENGINEER R_C.E_ 2512 1
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
E
"TER
QUA / r T l r
J1' D •
1
DESCRIPTION
CONST. 8" I.D. STEEL PIPE CML i C
UNIT
LF
DDT "L,
TOTAL
f 9
2
CONST. 8" GATE VALVE
EA
3
CONST 8" TEE
EA
4
CONST 8" X45 DEGREE ELL
EA
5'
CONST 8" X 90 DEGREE ELL
EA
--
6
CONST THRUST BLOCK
EA
7
CONST BIAWOFF
EA
8
CONST A/V RELEASE VALVE I" � pe -P W -I (
EA
9
REMOVE PLUG AND JOIN
EA
Z
10
CONST SERVICE LINE
EA
11
CONST FIRE HYDRANT
EA
12
INSTALL 8" FIG AND, BLIND FLANGE
EA
4
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by: Scales
C CONSTRUCTION SEQUENCE PLAN
Designed by: Dates
TRACT 12477-1,2,3,4,5,6 0
Checked by: Dwg. No.
S1 —sf3A proved: L✓. G✓�t..QL. /- 7-V3 2 �p
s- __ _ CITY ENGINEER R_C.E_ 2512 1