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RM DRAIN QUANTITY ESTIMATES
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GENERAL N_4Tt5.. �M RM MRA_ N )
4
1. Stationing refers to the certerlines of storm drains
except where otherwise noted.
2. Immediately following removal of existing pav$ment or '11)dike or
curb and/or gutter the Contractor st�l1 diligently pursue
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109 el)
108
DA07
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105
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0
I
Ltl
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BENCH MARK; ,
RR $P.IKE ON PP + 674320E AT THE
INTERSECTION OF JURUFA AVENUE ID
A
MULBERRY AVENUE ELEV 918.40
4050
tha.>~- portion of work to completion.
36 All C.M.P. installations and connections shall be made -per
manufacturer's suggested method unless otherwise specified on
the plans.
4. If during construction, ground water is encountered, a system
approved by the City'Engineor shall b.e installed to dewater '
said area at the.-directi.on-of the 8'oila-Engineer.
5. All exposed metal surfaces shall be galvanized in accordance
with the City standard specificatigns.
s�
GENERAL CONSTRUCTION NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TOt%''
THESE PLANS AND TO THE REQUIREMENTS OF THE CjTY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CIT OF FONTANA.
ITEM
QUANTI
UNIT
QUANTITY
UNIT
R/W
INSTALL I8" R.C.P. CL. IV.
11.
- R/W
134
LF
OCONSTRUCT
INSTALL 2e R.CP. CL. IV.
510,
443
LR
s''
CONST. M•H• NO. I PER L.A.C.FC.D.
STD.
2-D 102
1
EA.
Us
CONST. C.B. NO.2 PER LA.C.F. C.D.
STD.
2- D162
3
EA.
i9
CONST. C.B. NO.3 PER. L,.A.U.C.D.
STD.
2-DI63 .
100
EA.
CONST J.S. NO. 2 PER. L.A CA C.D.
STD.
2- D 112
3
E A.
21805
--CONST T .S. NO. 3 PIER LACFCPt
M.2-
D 184
-
I
EA.
7�
CONST. CONCRETE COLLAR
STD.
2-•b393
I
EA.
91
INSTALL 36 R.C.P CL. IV.
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
I
LF
�1� IR IE IE1f II �A � IR�O�IE �IE'dllf
INDEX MAP y
TRACT
$CAL E IN-od
A I _
1
GENERAL N_4Tt5.. �M RM MRA_ N )
4
1. Stationing refers to the certerlines of storm drains
except where otherwise noted.
2. Immediately following removal of existing pav$ment or '11)dike or
curb and/or gutter the Contractor st�l1 diligently pursue
,4 IL A rN41114� % -
, ICA** 1L111F1U1V� 11A
N0.
_•
I
,
109 el)
108
DA07
�
.146 LQ
105
04 . .
12
0
I
Ltl
C
BENCH MARK; ,
RR $P.IKE ON PP + 674320E AT THE
INTERSECTION OF JURUFA AVENUE ID
A
MULBERRY AVENUE ELEV 918.40
4050
tha.>~- portion of work to completion.
36 All C.M.P. installations and connections shall be made -per
manufacturer's suggested method unless otherwise specified on
the plans.
4. If during construction, ground water is encountered, a system
approved by the City'Engineor shall b.e installed to dewater '
said area at the.-directi.on-of the 8'oila-Engineer.
5. All exposed metal surfaces shall be galvanized in accordance
with the City standard specificatigns.
s�
GENERAL CONSTRUCTION NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TOt%''
THESE PLANS AND TO THE REQUIREMENTS OF THE CjTY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CIT OF FONTANA.
NO.
IMPROVEMENTS
QUANTI
UNIT
REFER TO DEFINITION AND . TERMS IN CITY STANDARD
CONSTRUCT .3 " A.C. OVER 12" COMPACTED
R/W
11.
- R/W
SPECIFICATIONS.
OCONSTRUCT
CONCRETE CURB AND GUTTER (6"C.F.
510,
12.
PER CITY OF FONTANA STANDARD DETAIL 101).
s''
L.F.
2.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
399
�E
PER CITY OF FONTANA STANDARD DETAIL 101).
L.F.
aCONSTRUCT
WORKSDEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
25
100
25'
-
SYSTEMS, ETC.
LIMITS.
L.F.
O
CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL
21805
7�
PER CITY OF FONTANA STANDARD DETAIL 104.
18�
18
7�
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
14.
AND LOCATION PER PLAN.
41,615
S.F.
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
OADJUST
MANHOLE COVERS TO GRADE PER DETAIL 109.22
3.
STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
9�
CONSTRUCT RAMPED CURB RETURN PER CITY OF
2.5'
4.5'
e�
10�
10�
8
4&
Ot0
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19
OTHERWISE NOTED.
16.
STERILANT REQUkRED UNDER ALL A.C. PAVEMENT.
k
17.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
14
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
1 82
18.
FONTANA STD. DET. 102-A.
EA.
4.
CURB DATA REFERS TO THE FACE OF THE CURB.
19.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE
LEVEL LINE -
'
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MANS.
,
1
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
X107
MAY BE EXPECTED.
3
20.
THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
5.
ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND
EXCAVATION OR TRENCH WORK AS DESCRIBED.IN NOTE 6 ABOVE FROM
0.20'
0.20'
0.10'
Slops
--
-
FINISH
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
SECTION 306-1.1.6.
21.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
22.
ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER /-
AFTER COMPLETION OF ROUGH GRADING, �!
O
- • :�
♦..•
4
SIDEWALK 6
6.
PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL, OF THE CITY AS BY SOILS TEST TAKEN
(6)SIDEWALIX( !�
.rt..A
-. REQUIRED
1 A.C. PAVEMENT
AFTER COMPLETION OF ROUGH GRADING.
6" CURS A GUTTER
Z T.C. s 0.07'
E �
12 COMPACTED
6" CURB GUTTER
TC. _ + 0.10'
�
7.
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
F.L.: € - 0.57'
NATIVE SOIL
F.L. = , - 0.57
STREETS.
8.
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
TYPICAL STREET SECTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALT, CALL
N.T.S.
EACH UTILITY PRIOR TO ANY WORK.
T.1. = 5.0
9.
ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
CONSTRUCTION NOTES AND QUANTITY
ESTIMATES
SHALL HE RAISED TO GRADE BY PAVING CONTRACTOR AFTER •
r
COMPLETION OF PAVING.
NO.
ITEM
QUANTI
UNIT
1�
CONSTRUCT .3 " A.C. OVER 12" COMPACTED
3, 33 %
11.
NATIVE SOIL.
OCONSTRUCT
CONCRETE CURB AND GUTTER (6"C.F.
,
12.
PER CITY OF FONTANA STANDARD DETAIL 101).
91396
L.F.
O
CONSTRUCT CONCRETE CURB -AND GUTTER (811C.F.
399
PER CITY OF FONTANA STANDARD DETAIL 101).
L.F.
aCONSTRUCT
CONCRETE CURB AND GUTTER (611C.F.
TRANSITION TA 8 "C . F .)
100
SYSTEMS, ETC.
L.F.
O
CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL
21805
13.
PER CITY OF FONTANA STANDARD DETAIL 104.
S.F.
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
14.
AND LOCATION PER PLAN.
41,615
S.F.
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
OADJUST
MANHOLE COVERS TO GRADE PER DETAIL 109.22
EA.
9�
CONSTRUCT RAMPED CURB RETURN PER CITY OF
FONTANA STANDARD DETAIL A04 A.
15
EA.
�r?.r_-E.T 1.IGt-lT - 5800 L.UrAF" V(Cifl T'R£SSURF_ So-_%)(vM
Ot0
L.A IP - I NS`C�LLXT) bl� S.C. � .
19
�A.
16.
STERILANT REQUkRED UNDER ALL A.C. PAVEMENT.
k
17.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
14
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
1 82
18.
FONTANA STD. DET. 102-A.
EA.
10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
NO 14375
EXP. 3-31-89 � t
r _
NOTE. TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION N,:Or Q
REMAINS PER STANDARD SHOWN AWOVE (F. L .=TC -O . BT)
GRADE��-f-
BRAKE OCCURS ON CURB PROFILE ONLY.
6--/9-89 .4 flD6D STPEET ���t'ri5 -_
CITY OF FONTANA CALIFORNIA
Mc CUTCHAN CO., INC. _. - _ _ . _ - -- ---____.K. -___ d
Zea N. SAN GABRIEL BLVD. (818). 795-51162 PUBLIC WORKS D EPARTIVIEN
P GADENA CALIFORNIA_ 61107 -- Drown by ; _- _ _
SOUTHRIDGE VILLAGE
- �nao�•� : M. S • AS SHOWN
- __--_ -2 -~ D.war4d by: TRACT NO, 14 0 50* -
GERALD TUTT RiC.E.14375 EXP.3-31-89 loot
STREET (k STORM DRAIN IM , QVFN11ENT_
Weved
REV. DATE DESCRIPTION DATO
x :..
_ -.
s.:
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
11.
REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
12.
THE CONTRACTO- S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AN HER IMPROVEMENTS INCLUDING, OUT NOT WHIM
TO, GAS, TELEPHONE, ELSOTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL
SYSTEMS, ETC.
13.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
14.
TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
WITH THE CITY OF FONTANA STANDARD DETAILS
15.
CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE rS OR MAY BE A CONFLICT
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT
TO THE OWNER'S REPRESENTATIVE.
16.
STERILANT REQUkRED UNDER ALL A.C. PAVEMENT.
k
17.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
18.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
19.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE
(S) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO 82
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
3
20.
THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED.IN NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION 306-1.1.6.
21.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
22.
ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER /-
AFTER COMPLETION OF ROUGH GRADING, �!
O
NO 14375
EXP. 3-31-89 � t
r _
NOTE. TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION N,:Or Q
REMAINS PER STANDARD SHOWN AWOVE (F. L .=TC -O . BT)
GRADE��-f-
BRAKE OCCURS ON CURB PROFILE ONLY.
6--/9-89 .4 flD6D STPEET ���t'ri5 -_
CITY OF FONTANA CALIFORNIA
Mc CUTCHAN CO., INC. _. - _ _ . _ - -- ---____.K. -___ d
Zea N. SAN GABRIEL BLVD. (818). 795-51162 PUBLIC WORKS D EPARTIVIEN
P GADENA CALIFORNIA_ 61107 -- Drown by ; _- _ _
SOUTHRIDGE VILLAGE
- �nao�•� : M. S • AS SHOWN
- __--_ -2 -~ D.war4d by: TRACT NO, 14 0 50* -
GERALD TUTT RiC.E.14375 EXP.3-31-89 loot
STREET (k STORM DRAIN IM , QVFN11ENT_
Weved
REV. DATE DESCRIPTION DATO
x :..
_ -.
s.: