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TRACT N0. 14241-111241-291 24
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1. IMPROV E ME N T S
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LEVEL LIME -
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A S � PRIVATE
ALLENGINEERS
CON CONTRACTORS GEPERAL CONSTRUCTION gOTE�
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THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
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V/LLADE STDEA/l DCPA/N PLANS
TRACT N0. 14241-111241-291 24
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2 S! 1 4.5�
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1. IMPROV E ME N T S
510 1
25
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LEVEL LIME -
0.20' 1
A S � PRIVATE
ALLENGINEERS
CON CONTRACTORS GEPERAL CONSTRUCTION gOTE�
25 ON THESE PLANS. THE CONTRACTOR IS EACH UTILITY PRIOR TO ANY NORGQ.
REQUIRED TO TAKE ALL PRECAUTIONARY
Id 7 MEASURES TO PROTECT THE UTILITIES E ALL E AN CLEANLY FRAIL AIS COVENS SMALL K
!10l •' 4 s' �� SHOWN, AND ANY OTHER LINES OR STRUCTURES CONSTRUCTED r FELON FINISHED GRADE BY SEVER CONTRACTM AND
NOT SHOWN ON THESE PLANS, AND IS MALI BE RAISED TO GRACE BY PAVING CONTRACTOR AFTER
RESPONSIBLE FOR THE PROTECTION OF, AND COMPLETION OF PAVING.
ANY DAMAGE TO, THESE LINES OR STRUCTURES.
it ALL VALVE MANES � CO►VEEi�'S WILL K CAI5TIG1CTED r KLOV
FINISHED GRADE BY NATER CONTRACTOR AND SHALL BE RAISED Tl
GRADE BY PAYING CONTRACTOR AFTER COMPLETION OF PAYING.
ii. REFER TO CITY OF FONTANA. WERiGROUND UTILITY LOCATION
----------------------
i.
THE CONSTRUCTIAN OF ALL PUBLIC IMPIRIVENENTS SHALL COI UM TO
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THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
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CONTRACTOR AGREES THAT HE SHALL
21
,RESPONSIBILITY
48
ASSUME SOLE AND COMPLETE
117
IDEATO DEFINITIONS AND TERMS IN CITY STANDARD
22
FOR JOB SITE.
12. TIE CONTRACTON S) MALL COAD I NATE CONSTFII�CT I al M I TH ALL
fiPECIF�ICATIONS. GATED 1975.
81
CONDITIONS DURING THE COURSE
�' 0.. R • GUTTER
O TC
M.M. NO. I PER L.A.C: FC.D. STD.
'
OF CONSTRUCTION OF THIS PROJECT,
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CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
--�
INCLUDING SAFETY FOR ALL PERSONS
= E 0.20'
NORKS DEPARTMENT PRIOR TO START OF ANY WORN( WITHIN THE CITY
E
AND PROPERTY; THAT THIS REQUIREMENT
24
LIMITS.
1
SHALL APPLY CONTINUOUSLY AND NOT
NATIVE SOIL
F L - E 0.4-7
LANDSCAPING, LANDSCAPING I RIR I GAT I ON, DOMESTIC WATE
BE LIMITED TO NORMAL WORKING HOURS;
L
$TAT I AN I N REFERS TO THE CENTEIE I MES OF STREET.
AND THAT THE CONTRACTOR SHALL
RECLAIMED NATER, SEWER, STORM DRAINAGE, FLOOD CONTROL.
DEFEND, IMDEMNIFY, AND HOLD THE
&
M DATA TO TIE FACE OF THE CUM.
1�31'142
OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE
L
ALL EI�POSED CONTE SHALL CONFA01 10 GRADE, COLOR AND
FINISH TO ALL ADJOINING CURS AND SIDEWALKS.
1
PERFORMANCE OF WORK ON THIS PROJECT,
TYPICAL STREET SECTION
(8`WCF.)
EXCEPTING FOR LIABILITY ARISING
L
PAS SECTIONS M'ROIM ARE NININU N A1C SUBJECT TO REVISION
26
FROM THE SOLE NEGLIGENCE OF THE
.I
AND APPROVAL IF THE CITY AS REQUIRED BY SOILS TEST TAKEN
OF FONTANA.
OWNER OR THE ENGINEER.
AFTER COLLET I AN OF ROUGH GRAD I ME
THE EXISTENCE AND LOCATION OF ANY
T,
ALL W ERM NMK SHALL BE COIPLETED PRIM TO PATINi OF
0
UNDERGROUND UTILITIES OR STRUCTURES
1
STREETS.
R W
SHOWN ON THESE PLANS ARE OBTAINED BY
L. A.C.F.C. D. STD. DWG. 2-D88 CASE C
IL
A SEARCH OF AVAILABLE RECORDS.TO THE
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I Ni UM UTILITIES � AS A PER AVA MAKE NECaaBs.
BEST OF OUR KNOWLEDGE, THERE ARE NO
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gjST
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
3
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EXISTING UTILITIES EXCEPT THOSE SHOW
LOCATION AMD ELEVATION IN THE FIELD CONTRACTOR SHALL CALL
25 ON THESE PLANS. THE CONTRACTOR IS EACH UTILITY PRIOR TO ANY NORGQ.
REQUIRED TO TAKE ALL PRECAUTIONARY
Id 7 MEASURES TO PROTECT THE UTILITIES E ALL E AN CLEANLY FRAIL AIS COVENS SMALL K
!10l •' 4 s' �� SHOWN, AND ANY OTHER LINES OR STRUCTURES CONSTRUCTED r FELON FINISHED GRADE BY SEVER CONTRACTM AND
NOT SHOWN ON THESE PLANS, AND IS MALI BE RAISED TO GRACE BY PAVING CONTRACTOR AFTER
RESPONSIBLE FOR THE PROTECTION OF, AND COMPLETION OF PAVING.
ANY DAMAGE TO, THESE LINES OR STRUCTURES.
it ALL VALVE MANES � CO►VEEi�'S WILL K CAI5TIG1CTED r KLOV
FINISHED GRADE BY NATER CONTRACTOR AND SHALL BE RAISED Tl
GRADE BY PAYING CONTRACTOR AFTER COMPLETION OF PAYING.
ii. REFER TO CITY OF FONTANA. WERiGROUND UTILITY LOCATION
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NUE N N
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STORM DRAIN QUANTITY ESTIMATESa� a�. �-1 �-1 I -
N0.
ITEM
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SIDEWALK 10,;
MLK
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STANDARD DETAIL 129.
21
INSTALL 30" R.C.P. CLASS IV
48
69
117
• C PAVEMENT
22
INSTALL 36" R.C.R. CLASS IV
12. TIE CONTRACTON S) MALL COAD I NATE CONSTFII�CT I al M I TH ALL
..1
81
L.F.
�' 0.. R • GUTTER
O TC
M.M. NO. I PER L.A.C: FC.D. STD.
•" CURB • GUTTER
3 T C = + 6.20'
UTILITIES AND OTHER I MOVEMENTS INCLUDING, BUT NOT L I M I TED
TO GAS, TELEPHONE, ELECTRICAL. LIGHTING, TELEVISION CABLE,
--�
DWG 2 D102
= E 0.20'
12" CO&VA C T E D
E
EA.
24
CONSTRUCT J.S. NO.2 PER L.A.C.F.C.D. STD.
1
F L = It - 0.4.1
NATIVE SOIL
F L - E 0.4-7
LANDSCAPING, LANDSCAPING I RIR I GAT I ON, DOMESTIC WATE
DWG, 2 D 102
Tr
RECLAIMED NATER, SEWER, STORM DRAINAGE, FLOOD CONTROL.
OCONSTRUCT
CONCRETE CURS AND GUTTER (8" ' . F.
I s
W=10V=4%- WITH DEPRESSION PER
SYSTEMS, ETC.
1
1
EA.
TYPICAL STREET SECTION
(8`WCF.)
13. AS BU I LT DRAW I Mss SHALL BE PROV I DED BY THE CONTRACTOR TO THE
D►,CITY
OI
26
CONSTRUCT C.B. N0. 3 PER L.A.C.F.C.D STD. DWG.
2-D163 W= 14' V=4� t WITH LOCAL DEPRESSION PER
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OF FONTANA.
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L.A.C.F.C.D. STD. DWG. 2-D88 CASE '11c
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UNIT
20
INSTALL 24" R.C.P. CLASS IV
0
33
33
L. F
21
INSTALL 30" R.C.P. CLASS IV
48
69
117
L.F
22
INSTALL 36" R.C.R. CLASS IV
38
43
81
L.F.
NOTE S14OWN HEKEOR.)
M.M. NO. I PER L.A.C: FC.D. STD.
OCONSTRUCT
DWG 2 D102
0
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EA.
24
CONSTRUCT J.S. NO.2 PER L.A.C.F.C.D. STD.
1
1
2
EA.
DWG, 2 D 102
CONSTRUCT C.B NO. 3 PER L.A.C.FC D STD. DWG.2-DI63
OCONSTRUCT
CONCRETE CURS AND GUTTER (8" ' . F.
25
W=10V=4%- WITH DEPRESSION PER
0
1
1
EA.
_LOCAL ��
L.A C.F.C.D. STD. DWG. 2- D88 CASE C
OI
26
CONSTRUCT C.B. N0. 3 PER L.A.C.F.C.D STD. DWG.
2-D163 W= 14' V=4� t WITH LOCAL DEPRESSION PER
.I
0
1
EA.
L.A.C.F.C.D. STD. DWG. 2-D88 CASE '11c
L.P.
0
CONSTRUCT C.B. NO. 3 PER L.A.C.F.C.D. STD. DWG.
2-D163 W=211 V=4I+ WITH LOCAL DEPRESSION PER
1
1
2
EA.
L. A.C.F.C. D. STD. DWG. 2-D88 CASE C
IL
SPRIIIIGROC.1C LANE it TTM LOCATION Am WIDTH OF 0li I VEWAY APPROACH APRONS WILL Ilt
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT
No.
ITEM
TOTA L
�T
14241-1
1424-2
14241-3 14241
0 1
CON5TRUCT " A.C. OVER. -'I A.B. PAVING. (AG5UME
4" A.C. OVER. NATIVE SOIL FOR ESTIMATING PUrPOSES ONLY.
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ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING
S . !�' .
���
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NOTE S14OWN HEKEOR.)
2O
CONSTRUCT CONCRETE CURB AND GUTTER (6"C . F .
�'75O
PER CITY OF FONTANA STANDARD DETAIL 101).
L F
OCONSTRUCT
CONCRETE CURS AND GUTTER (8" ' . F.
01 _
PER CITY OF FONTANA STANDARD DETAIL 101).
L.P.
OI
CONSTRUCT CONCRETE CURD AND GUTTER (6"C.F.
TRANSITION TO 8"C.P. PER CITY OF FONTANA
/57
STD. DET. 100).
L.P.
OS
CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL
PER CITY OF FONTANA STANDARD DETAIL 101.
�.5
S.P.
IL
O6
CONSTRUCT 1" THICK CONCRETE SIDEWALK WIDTH
3
7 Z
"1
AND LOCATION PER PLAN.
2�
S. P.
O
-- -
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8O
ADJUST MANHOLE CO, C�I''S TO GRADE PER DETAIL 109•.
v.J
EA.
9O
CONSTRUCT RAMPED CURD RETURN PER CITY OF
FONTANA STANDARD DETAIL 104 A.
LD
EA.
Z
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10 1
REMOVE EXISTING 'REDWOOD HEADER
(�
CONSTRUCT RESIDENTIAL DEIVEWAV FEE DETAIL "A" SNOW!
%
E�:
ON SHEET NO. 2 (TO BE FIELD LOCATED)
4
O
7 O
11
CONSTRUCT RESIDENTIAL ORMW)L%Y PER CITY n!
FONTANA STD. DET. 102- (TO BE FIELD LOCATED
�'¢-�
EA
15
CONSTRUCT STANDARD SARRICAD PER CITY OF FONTANA STD. DET. Ile
/
EA.
-
--
- /
STREET LIGHT - 5800 LUMEN HIGH PRESSURE SODIUM LA Mr,
16
COBRA MEADS W/CUT OFF LENSE LIGHT FIXTURE
/5
EA.
Z
-3
4
INSTALLED BY S.C.E.
• NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION
REMAINS PER STANDARD SHOWN ABOVE (F . L .• J-0 .47')
GRADE BRAKE OCCURS ON CURB PROFILE ONLY.
I 1-12-94
AS -BUILT PLANS
ra
ig - o. 47'
APPROVED
t _
T. 1.
TYPICAL STREET SECTION (6"CF) x
.e,�
lf1Df.4WAY LAJI& per- ,x�,����s .�, �.va ,�-�rJLdE,�.ef� •� ELE�! 9.N��O
SPRI11lGffOC�K LAMP TtP�4IL YVINDo f D�11/L MILL POND RQ4D, �ODL WATZ7 LAT' BLLIL' LA �Y.�' ST�'�'�'T, GUINl�L'�IIIVI E LANE, UALLL'YUAL F D_ ME V V. DATE DESCRIPTION D A►TE
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT
TO THE ONNER'S REPRESENTATIVE.
it STER I LANT RNEQU I RED UNDER ALL A. C. PAVEMENT.
i7. NO CONCRETE SHALL SE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
it THE HALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE
(5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
IMAY BE EXPECTED.
it THE CONTRACTON 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
SECT I ON 306-1.1. &
20. NO TRENCH BACKFILL SHALL TAKE PLACE NITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER
AFTER COMPLETION OF ROUGH GRADING.
2L ADEQUATE STAKES SHALL K_SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE MORN( TO THE PLAN GRADES.
2S. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WOWIMG AROUND THEIR FACILITIES.
24. ALL BACKFILL TO BE CERT I F I•ED BY SOILS ENG I NEER.
28. BACKF I LL NATER I ALS TO HAVE A S. E. OF 30 ( N I N) AND N I M.
COMPACTION OF 90L
26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF
L. A. C. F. C. STANDARDS ON S I TE AT ALL T I MES PR I OR TO
STORM DRAIN CONTRUCTION.
27. PRIOR TO CONSTRUCTION OF WATER SEWER AND/OR STORM DRAIN
LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL
OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL
BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A
CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNSS
OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. -
28. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED
TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS
ENGINEER.
29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN
ACCORDANCE WITH THE CITY STANDARD SPECIFICATION.
oQRuFESSigv
PRIVATE ENGINEER' S NOTE ,������'�� E' rG
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �O AA R,
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. M0. 143 75
IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTIONS # EXP- siauoA
THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY st�l OlYI �!
THE CITY. Il Aq RHII T 11 f �
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Mc CUTCHAN CO., INC. CITY OF FONTANA , CALIFORNIA
2696 MATARO. STREET (818115M-2474 PUBLIC W RK S DEPARTMENT
PASADENA, CALIFORNIA 51107 a•-� w SOUTHRIDGE VILLAGE � s""
M. S. _ _Z 3 I 40
Do"med ti - TRACT NO. 14241 � .
RALD E TUTT R.C.E. 14375 EXP. 3-31-89 DM M. S. STREET IMPROVEMENT PL AN$
C1wek" IN
M S •rr.w. 51c,
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