HomeMy WebLinkAbout1142-1GENERAL NOTES FONT N C Ll F,ORN I
CALABASH AVE. ALMOND AVE.
1 - THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO
I - - 25
THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PVBLIQ WORKS DEPARTMENT,. -
AND TERMS IN CITY, ..STANDARD SPECIFICATIONS. 30 32, 33 3
CITY OF FONTANA. REFER TO DEFINITIONS A
31 JURUPA AVENUE
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR
TO START OF ANY WORK WITHIN THE CITY LIMITS.
.3`. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED.``
4. CURB DATA REFERS TO THE FACE OF THE CURB. oT
. � � .
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL WQODLAND DR.
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ADJOINING CURBS AND SIDEWALKS.
W EDISON -EASEMEN
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF G1 � oA
THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. O
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CFfAPARRAL AVE.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. �{
CCHAPARRAL AVE K
8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR Q W 8
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE F a
-; SHADOW RIVE
FIELD. SHADOW DR. r
HE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL
9. BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER Q 13 (POR) - Z
Q �
EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BEO� i2 0o N
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. Q' O
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10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO'PERFORM EXCAVATION OR W Q
TRENCH"WORK -AS DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE O
Mo TERRA
E
DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR F Z ow o
PUBLIC',WORKS CONSTRUCTION SECTION 306-1.1.6: W "'z o s
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11 . ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED Q' z za Mq, R� o �1
GRADE BY SEWER CONTRACTOR AND SHALL BE, RAISED TO GRADE BY PAVING , 2s o �I a a Y a tC/
CONTRACTOR AFTER COMPLETION OF PAVING. a -- --- �-� 4
G 8CROSSINGS-- . 3 r ,o cGo
12 ALL EIGHT .( )N ICH SEWER SHALL BE INSTALLED AS SHOWN IN
THESE PLANS. f �o wo0
RANCHERO AVE., o R
13. REFER TO CITY.OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD z
DETAIL 129.
0
14. THE CONTRACTOR(S)'SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES 17 a
AND OTHER IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, GAS,m
NDSCAPING o > (POR) 18
TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LA _ o a
1 LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAINAGE, FLOOD CONTROL SYSTEMS. ETC. 28 } q oy
R E.,. -7 a
_.� cn :` HIL RSTt�
a a V� D
a ,p�A, s
'15. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR z a 1�► ,
TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 3 Leo
> ° a16 ��oU)W ,y
'16. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. �" Is
CO ENTO VE °
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17. AS� BU11--f_ORAWINGS_1SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA � oc a�
(POR}
18. CONTOURS SHOWN BASED ON THE PLANS REPRESENT CONDITIONS PRIOR TO GRADING. 27
REFER -TO GRADING PLANS FOR FINISH AND ROADWAY SUBGRADES.
19. ;TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERPIINED
,AT THE TIME OF CONSTRUCTION AND SHALL CONFROM WITH THE CITY OF FONTANA ,
STANDARD DETAILS {
Z 24
W
WOODLAND D.R.
PL�►NS
REDWOOD AVE.
36 - 37
:f
Q } U
Q
US z w (10)
LL
SLOVEN AVE.
MARLAY 'PROJECT SITE
R►VERS�� .. AVS
T �--- - ---- / /
- - W
INDEX OF SHEETS
PARR.
DSHEET NO. DESCRIPTION
SDR. 4._1 TITLE SHEET -
O23 # 2 DETAIL SHEET - CROSS-SECTIONS
F1 OD O 3 DETAIL AND QUANTITIES SHEET
4 PLAN AND PROFILE FOR MARLAY AVE. FROM STA. 113+12.79 TO STA. 123+00.00
{, 5 PLANAND PROFILE FOR MARLAY AVE. FROM STA. '123+00.00 TO STA, 133+75.00 1
6 PLAT! AND PROFILE FOR MARLAY AVE. FROM STA, *133+75.00 TO STA_ 142+02.92
' 7 PLAN AND PROFILE FOR MARLAY AVE. FROM STA. 142+02.92 TO STA, 151+61.45
J 8 PLAN AND PROFILE FOR SHADOW AVE. FROM STA. 10+00.00 TO STA. .2_0+00.00 F`
9 PLAN AND PROFILE FOR SHADOW AVE. FROM STA. 20+00.00 TO STA. 23+15.78
'- 10 PLAN AND PROFILE FOR BANANA AVE.' FROM STA. 5+24.29 TO STA. 10+00.00
11 PLAN AND PROFILE FOR BANANA AVE. FROM STA. 10+00.00 TO STA. 18+50.00
T°o 12 PLAN AND PROFILE FOR BANANA AVE. FROM STA. 18+50.00 TO STA. 29+00-00-
@
9+00.00_22 13 PLAN AND PROFILE FOR BANANA AVE. FROM STA. 29+00.00 TO STA. 38+00.00
14 PLAN AND PROFILE' FOR BANANA AVE. FROM STA. 38+00.00 TO STA. 48+00.00
\15 PLAN AND PROFILE -FOR CHERRY AVE. FROM STA. 99+90.00 TO STA. 110.+00.00
PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 110+00.00 TO STA. 119+87.56
17 PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 119+87.56 TO STA. 130+07.99
18 PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 130+07.99 TO STA. -141+00.00
} 19-& P(AN AND PROFILE FOR CHERRY A'VE. FROM STA. 1+10+37.53 TO STA. 1512+00.00
\ t 1
,�.0 PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 152+00.00 TO STA. 162+00.QO
21 b PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 162+00.00 TO STA. -171+00.00
22� PLAN AND PROFILE FOR CHERRY AVE. FROM STA. III+00.00 TO STA. 180+ 3.50
r �3Q PLAN AND PROFILE FOR CHERRY AVE. ,FROM STA. 180+73.50 TO STA, 191+00.00
CANYON CREST DRIVE 24 PLAN AND PROFILE FOR CHERRY AVE. FROM STA . 191+00-00 TO STA. 200+76.32
21 25. PLAN AND PROFILE FOR CHERRY- AVE. FROM STA. 200+76.32 TO STA. 207+25.00
26 PLAN AND PROFILE FOR MULBERRY AVE. FROM STA. 100+00.00 TO STA. ]06+00.00
--! ' 27 PLAN AND PROFILE FOR MULBERRY AVE. FROM STA. 106+00.00 TO STA. 114+00.00 i
3
28** PLAN, AND PROFILE FOR MULBERRY AVE. FROM STA. 114+00.00 TO STA. -721+40.00
PLAN r 1 0. 0
9 A F A l 0 0
2 L ID PROFILE .FOR MULBERRY AVE. FROM STA. 21 40.00 TO ST 27
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30
PLACE
1010-7SOUTHRIDGE
PROFILE
FOR
JURUPA
Z 24
W
WOODLAND D.R.
PL�►NS
REDWOOD AVE.
36 - 37
:f
Q } U
Q
US z w (10)
LL
SLOVEN AVE.
MARLAY 'PROJECT SITE
R►VERS�� .. AVS
T �--- - ---- / /
- - W
INDEX OF SHEETS
PARR.
DSHEET NO. DESCRIPTION
SDR. 4._1 TITLE SHEET -
O23 # 2 DETAIL SHEET - CROSS-SECTIONS
F1 OD O 3 DETAIL AND QUANTITIES SHEET
4 PLAN AND PROFILE FOR MARLAY AVE. FROM STA. 113+12.79 TO STA. 123+00.00
{, 5 PLANAND PROFILE FOR MARLAY AVE. FROM STA. '123+00.00 TO STA, 133+75.00 1
6 PLAT! AND PROFILE FOR MARLAY AVE. FROM STA, *133+75.00 TO STA_ 142+02.92
' 7 PLAN AND PROFILE FOR MARLAY AVE. FROM STA. 142+02.92 TO STA, 151+61.45
J 8 PLAN AND PROFILE FOR SHADOW AVE. FROM STA. 10+00.00 TO STA. .2_0+00.00 F`
9 PLAN AND PROFILE FOR SHADOW AVE. FROM STA. 20+00.00 TO STA. 23+15.78
'- 10 PLAN AND PROFILE FOR BANANA AVE.' FROM STA. 5+24.29 TO STA. 10+00.00
11 PLAN AND PROFILE FOR BANANA AVE. FROM STA. 10+00.00 TO STA. 18+50.00
T°o 12 PLAN AND PROFILE FOR BANANA AVE. FROM STA. 18+50.00 TO STA. 29+00-00-
@
9+00.00_22 13 PLAN AND PROFILE FOR BANANA AVE. FROM STA. 29+00.00 TO STA. 38+00.00
14 PLAN AND PROFILE' FOR BANANA AVE. FROM STA. 38+00.00 TO STA. 48+00.00
\15 PLAN AND PROFILE -FOR CHERRY AVE. FROM STA. 99+90.00 TO STA. 110.+00.00
PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 110+00.00 TO STA. 119+87.56
17 PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 119+87.56 TO STA. 130+07.99
18 PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 130+07.99 TO STA. -141+00.00
} 19-& P(AN AND PROFILE FOR CHERRY A'VE. FROM STA. 1+10+37.53 TO STA. 1512+00.00
\ t 1
,�.0 PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 152+00.00 TO STA. 162+00.QO
21 b PLAN AND PROFILE FOR CHERRY AVE. FROM STA. 162+00.00 TO STA. -171+00.00
22� PLAN AND PROFILE FOR CHERRY AVE. FROM STA. III+00.00 TO STA. 180+ 3.50
r �3Q PLAN AND PROFILE FOR CHERRY AVE. ,FROM STA. 180+73.50 TO STA, 191+00.00
CANYON CREST DRIVE 24 PLAN AND PROFILE FOR CHERRY AVE. FROM STA . 191+00-00 TO STA. 200+76.32
21 25. PLAN AND PROFILE FOR CHERRY- AVE. FROM STA. 200+76.32 TO STA. 207+25.00
26 PLAN AND PROFILE FOR MULBERRY AVE. FROM STA. 100+00.00 TO STA. ]06+00.00
--! ' 27 PLAN AND PROFILE FOR MULBERRY AVE. FROM STA. 106+00.00 TO STA. 114+00.00 i
3
28** PLAN, AND PROFILE FOR MULBERRY AVE. FROM STA. 114+00.00 TO STA. -721+40.00
PLAN r 1 0. 0
9 A F A l 0 0
2 L ID PROFILE .FOR MULBERRY AVE. FROM STA. 21 40.00 TO ST 27
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30
PLACE
AND
PROFILE
FOR
JURUPA
AVE.
FROM
STA.
100+00.00
TO
STA.
112+50.00
a.
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VENUE
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31
32
PLAIN
PLA";
AND
AND
PROFILE
PROFILE
FOR
FOP.
JURUPA
JURUPA
AVE.
AVE,
FROM
FROM
STA,
STA.
112+54_00
124+00.00
TO
TO
STA...'124+00.00
STA.
i 34+00.00
--1
4.2**
PLAN AND PROFILE FOR CALABASH AVE. SEWER FROM STA. 6+30.00 TO STA. 15+66.24
-
38 ,
43*.*
PLAN AND PRQFILE FOR CALABASH AVE. SEWER FROM STA. 0+00.00 TO STA. 9+31170
40
-.
1 44.
PLAN AND,PROFILE FOR CALABASH AVE. FROM STA. 1+00.00 TO STA. 7+75.88
309
45Q
01(
33"
PLAN
AND
PROFILE
FOR
JURUPA
AVE.
FROM
STA.
134+00.00
TO
STA.
144+00,00
ALL PIPE LINES OR SUBSTRUCTURES OF -ANY KIND, AND TELEPHONE OR POWER POLES, WATER-
•LIMITS
'
>I
LIVE CdAK � -
34'
PLAN PLAN
AND
PROFILE
FOR
JURUPA
AVE.'FROM
OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
STA,
144+00.00
TO
STA.
154+01 .00
i
35
PLAN
AND
PROFILE
FOR
JURUPA
AVE.
FROM
STA.
154+01.00
TO
STA.
163+00.00
At the completion of rough grading, a materials report and the proposed
GN
369S
37 AS
PLAN AND PROFILE FOR. JURUPA AVE. FROM STA. 163+00.00 TO STA. 173+00.00
PLAN AND PROFILE FOR JURUPA AVE. FRAM STA. 173+00.00 TO STA. 181+00.00
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consulting engineers / architects
IISAIRPORT DRIVE SUITE 212 (714)824-5580
,
SAN BERNARDINO , CALIFORNIA 92408
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PLAN AND PROFILE FOR PI -111 0,6WI1A sr�i� FROM STA. 99+90.00 TO STA. '109+00.00
j:20."
A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY
P/44"ADDED SHEET 48 76 INDEX MAP � 1NDEX0P'S9) .
Drawn by:
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- Scare:
SOUTHRIDGE VILLAGE Ha Shown
TRACT` NO. 12064 -1 � Date:
STREET IMPROVEMENT PLANS
I 39
Y� PLAN AND PROFILE -FOR,�/1CAD,eGPHIA SnZE�r'FROM STA, 109+00.00 TO STA_ 119 24.54
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ION ON THIS PROJECT.
CONSTRUCT--- _-.
PLAN AND PROF FOR P ��fl�ArzEEr'..FROM STA. 119+24.54 STA. 129+00.00
PROFILE 0, �l_ D , TO
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41'x`*
PLAN AND PROFILE FOR CALABASH- AVE E. SEWER FROM STA. 0+00.00 TO STA. 6+30.00
O
--1
4.2**
PLAN AND PROFILE FOR CALABASH AVE. SEWER FROM STA. 6+30.00 TO STA. 15+66.24
-
38 ,
43*.*
PLAN AND PRQFILE FOR CALABASH AVE. SEWER FROM STA. 0+00.00 TO STA. 9+31170
40
-.
1 44.
PLAN AND,PROFILE FOR CALABASH AVE. FROM STA. 1+00.00 TO STA. 7+75.88
309
45Q
VILLA&E ENTRY DEiAILy
,.
46; 41s
VILLAGE ENTkY DETAILS
>�,4er i.Wz 1,50
121.
47 Q
WALL DETAILS F SPECI FICATIDIVS '
ALL PIPE LINES OR SUBSTRUCTURES OF -ANY KIND, AND TELEPHONE OR POWER POLES, WATER-
•LIMITS
PLAN AND PROFILE FOR SPRINGOA,K LANE FROM STA. 10+00.00 TO STA. 14+22.25 AND
METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE '
RANCHERIAS DR. FROM S'rA17+08.12 To STA. 19+33.13.
r
INDEX MAP
OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
4 - - --
BE REMOVED OR RELOCATED AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORATION DEPART-'
%
. C.NFFTC FnP_' CFWrQ DI ANC
MENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED.
-
�- STREET LIGHT
STREET NAM
�= E SI
22.
At the completion of rough grading, a materials report and the proposed
Q
-=BARRICADE
structural section shall be submitted by the tract engineer to the San
OC
Bernardino County Transportation Department for review and evaluation.
Approval will be given when all structural section requirements have1
been met.
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PRIVATE ENGINEER'S NOTICE TO. CONTRACTOR:
23.
Compaction tests of embankment construction, trench backfill, compacting
'�
original ground, and all sub -grades shall be performed at no cost to,
-''
-1. ,ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS,
t
San Bernardino County. A written report with these compaction tests
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE
shall be submitted to the Contracts Administration Division of the San
LOCATION AND EXTENT.
Bernardino County Transportation Department `for approval , prior to
�{
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF
placement of base materials and/or surfacing. ,+ ,.
Z, {
EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED
CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
24.
At the completion of paving, a materials report ,sF1al l be submitted to
01
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
k
the Contracts Engineer of the San Bernardino County Transportation
THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
Department listing all tests or determinations completed to verify:
_
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES: OR STRUCTURES CONCERNED
BEFORE STARTING : WORK.
1
a) R -value, sieve analysis and sand equivalent or aggregate bases.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES. THAT HE MAY BE JOINING, CROSSING
OR PARALLELING,, PRIOR TO ANY CONSTRUCTION TO VERIFY,BOTH HORIZONTAL AND VERTICAL
b) Stability, oil content and.sieve eve analysi s• of asphalt surfacing.
LOCATIONS. ANY CONFLICT OR DISCREPANOY SHALL BE BROUGHT TO THE ENGINEER'S
_
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
25.
CONTRACTOR SHALL.NOTIFY CHINO BASIN MUNICIPAL WATER DISTRICT (CBMWD),
RESPONSIBILITY FOR ANY COSTS OF RELOCATION -OR ADDITIONAL COSTS OF CONSTRUCTION.
_
TELEPHONE NO. (714) 987-1712, AT LEAST 24 HOURS PRIOR TO STARTING
,
.CONSTRUCTION.
`
BASIS OF BEARINGS"
BENCH MARK
.s s
RR spike on PP*674320E at the
_
BASIS OF BEARINGS FOR THIS
SURVEY IS THE SOUTH LINE OF
intersection of Jurupa Ave. and
TH E S.W. 1/4 S EC_ 34 TAK E N A S�
S $9° 22' 23" E PER CO�INTY
Mulberry Ave. Elev. 918640'
-
SURVEYOR'S PLA1--S.7107
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37 AS
PLAN AND PROFILE FOR. JURUPA AVE. FROM STA. 163+00.00 TO STA. 173+00.00
PLAN AND PROFILE FOR JURUPA AVE. FRAM STA. 173+00.00 TO STA. 181+00.00
� �6 ' cor�c*2n
consulting engineers / architects
IISAIRPORT DRIVE SUITE 212 (714)824-5580
,
SAN BERNARDINO , CALIFORNIA 92408
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PLAN AND PROFILE FOR PI -111 0,6WI1A sr�i� FROM STA. 99+90.00 TO STA. '109+00.00
1210 95 Rte(//��D �iS/li�"X '
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Drawn by:
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Traced.- by :
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- Scare:
SOUTHRIDGE VILLAGE Ha Shown
TRACT` NO. 12064 -1 � Date:
STREET IMPROVEMENT PLANS
I 39
Y� PLAN AND PROFILE -FOR,�/1CAD,eGPHIA SnZE�r'FROM STA, 109+00.00 TO STA_ 119 24.54
Approved: r ��
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40
PLAN AND PROF FOR P ��fl�ArzEEr'..FROM STA. 119+24.54 STA. 129+00.00
PROFILE 0, �l_ D , TO
1
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41'x`*
PLAN AND PROFILE FOR CALABASH- AVE E. SEWER FROM STA. 0+00.00 TO STA. 6+30.00
4.2**
PLAN AND PROFILE FOR CALABASH AVE. SEWER FROM STA. 6+30.00 TO STA. 15+66.24
43*.*
PLAN AND PRQFILE FOR CALABASH AVE. SEWER FROM STA. 0+00.00 TO STA. 9+31170
-.
1 44.
PLAN AND,PROFILE FOR CALABASH AVE. FROM STA. 1+00.00 TO STA. 7+75.88
45Q
VILLA&E ENTRY DEiAILy
46; 41s
VILLAGE ENTkY DETAILS
47 Q
WALL DETAILS F SPECI FICATIDIVS '
A 46a
PLAN AND PROFILE FOR SPRINGOA,K LANE FROM STA. 10+00.00 TO STA. 14+22.25 AND
RANCHERIAS DR. FROM S'rA17+08.12 To STA. 19+33.13.
** AnnIT1NNAt
. C.NFFTC FnP_' CFWrQ DI ANC
� �6 ' cor�c*2n
consulting engineers / architects
IISAIRPORT DRIVE SUITE 212 (714)824-5580
,
SAN BERNARDINO , CALIFORNIA 92408
CITY OF FONTANA CALIFORNIA
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SOUTHRIDGE VILLAGE Ha Shown
TRACT` NO. 12064 -1 � Date:
STREET IMPROVEMENT PLANS
'
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CITY-.
DATE DESCRIPTION APP