HomeMy WebLinkAbout1888-1N
FONTANA
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570 4TH STREET, P.O. BOX 6226
10,
CL
S. F.
TELEPHONE (714)884-9411 OR (800)422--4133 U.S.A.
LIJ
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
LIJ
2191 BIRCH STREET
JURUPA
BREA, CALIFORNIA 92621
AVE.
TELEPHONE (714)529-2889 OR (800)422-4133 U.S.A.
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
V Ll�l E _S 7*
825 EAST TJAIRD STREET
1351 E. FRANCIS AVENUE, P.O. BOX 513
SAN BERNARDINO, CALIFORNIA 92408
*DEAST
TELEPHONE (714)383-1665
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
PACIFIC TELEPHONE & TELEGRAPH COMPANY
'6C)V
3073 ADAMS STREET W' LY R/W
(213)637 -1233 -PIPELINES, 3R
RIVERSIDE, CALIFORNIA 92504 5' P. U. E.
(800)422-4133 U.S.A.
PROJECT SITE
T. C. = C. L. + 0. 10'
PER CITY OF FONTANA STANDARD DETAIL 101)
1545
635
21 0
TYPICAL STREET
\\4 I I
///v,
92
218
?�11
SAN BERNARDINO CO.
Jt)RUPA ,- Z_
TRANSITION TO 8" C. F.)
JURUPA HILLS
REGIONAL
PARK _11, RIVERSIDE CO.
-
CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL
TREET IMPROVEMENT PLfiN
FONTANA, CALIFORNIA
TRACT NOS. 14243ol 9 14243m2
% tt�.
C)
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.,9
.0
VICINITY MAP
N. T. S.
PO-PLAR
C5
0
L
CITY OF FONTANA
2
3 co
23
4
ell 5 22
L:u
21 1100
10 zo
51
'N M
9
8 0
6
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7
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6 -00 C�
5 C:�
00
7
12
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W
3 13 18 W
8 ai
14 0 CD
15 'T -1
16 17
17 9 U_ j L
18
19 S8_00
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00 In
16 LU
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00 -P-
Ln.
15
41 24*E 49. 03' 19
02' C) 316
R
CY) 0
00
cc
%o- 14
C6 C) 12 00.
20
INDEX MAP
SCALE : 1" 100' 13 .-N84,39 20 E.:
54-12'
Llj�i
200 300 400
GRAPHIC SCALE
8353 SIERRA AVENUE
I TEM
FONTANA, CALIFORNIA 92335
TR14243-2
TELEPHONE (714)350-7610
UNIT
SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
CONSTRUCT A. C. OVER -(USE 4" TO EST'MT.)
570 4TH STREET, P.O. BOX 6226
10,
SAN BERNARDINO, CALIFORNIA 92408
S. F.
TELEPHONE (714)884-9411 OR (800)422--4133 U.S.A.
GENERAL TELEPHONE COMPANY
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
245 N. MOUNTAIN VIEW AVENUE
2191 BIRCH STREET
POMONA, CALIFORNIA 91766
BREA, CALIFORNIA 92621
TELEPHONE (213)357-2257 OR (800)422-4133 U.S.A.
TELEPHONE (714)529-2889 OR (800)422-4133 U.S.A.
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
SOUTHERN CALIFORNIA EDISON COMPANY
825 EAST TJAIRD STREET
1351 E. FRANCIS AVENUE, P.O. BOX 513
SAN BERNARDINO, CALIFORNIA 92408
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)383-1665
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
PACIFIC TELEPHONE & TELEGRAPH COMPANY
(.714)875 -5100 -TRANSMISSION
3073 ADAMS STREET W' LY R/W
(213)637 -1233 -PIPELINES, 3R
RIVERSIDE, CALIFORNIA 92504 5' P. U. E.
(800)422-4133 U.S.A.
TELEPHONE (714)359-2585 OR (800)422-4133 U.S.A.
NOTES:
1. 6" OF FULL HEIGHT CURB REQUIRED BETWEEN 3' CURB TRANSITION AND
LINE FROM COMMON PROPERTY CORNER AT RIGHT ANGLES TO THE CURB.
2. DRIVEWAY APRON 10' MIN., 16' MAX. ( 3' TRANSITION
3. * APRON REQUIRED AT KNUCKLES & CUL-DE-SACS
DW�
FACE
S1
3 10 3
yp 3.5
Iml n
min.
3'
TYPICAL DRIVEWAY ENTRANCE
PER STANDARD 102 (MODIFIED)
N. T. S.
NOTE: DWYS ARE LOCATED AT OF BIG
GARAGE DOOR
ft
El
EXISTING IMPROVEMENTS IMPROVEMENTS
PER TRACT 14050 IMPROVEMENTS PER TRACT 14243-1
6 4' 10, E' LY R/W
5' P. U. E.
32' 32'
12' 20' 1 20' 12'
5' 4. 5' 81 12' 12' 1 8t 4. 5' 2. 5'
Slope 0.11, 0.24, LEVEL LINE - 0. 24' 0.11, 1/4*-. V slope
2% 2% a
7ji 0
4% 4%
SIDEWALK 00.000 00 0 SIDEWALK(�)
0
12" COMPACTED A,C. PAVEMENT
6" CURB & GUTTER - NATIVE SOIL 5AWCUT & 6- CURB & GUTTER 20
�� JOIN I'MIN.
TYPICAL STREET SECTION
POPLAR AVENUE T1=
NOT TO SCALE
PRIVATE ENGINEER'S NOTE
The private engineer signing these plans is responsible for
assuring the accuracy and acceptability of the work hereon. In the
event of discrepancies arising during construction, the private
engineer shall be responsible for determining an acceptable
solution and revising the plans for approval by the City.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
I TEM
TR14243-1
TR14243-2
TOTAL
UNIT
2.5' 4.5'
CONSTRUCT A. C. OVER -(USE 4" TO EST'MT.)
10,
10'
S. F.
4.5'
COMPACTED NATIVE SOIL. CStr GENERAL CONST. NOTE co)
28980
33735
62715
0.10, 1/4" 1' slope
�op,e
CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F.
2%
4%
@ SIDEWALK :16
L. F.
A.
PER CITY OF FONTANA STANDARD DETAIL 101)
70
1039
110 9
8' CURB & GUTTER
12* COMPACTED A. C.
CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F.
8' CURB & GUTTER
T. C. = C. L. + 0. 10'
NATIVE SOIL
L.F.
T. C. = C. L. + 0. 10'
PER CITY OF FONTANA STANDARD DETAIL 101)
1545
635
21 0
TYPICAL STREET
CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F.
92
218
L. F.
TRANSITION TO 8" C. F.)
WILLOW DRIVE
126
-
CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL
385
385
770
S. F.
PER CITY OF FONTANA STANDARD DETAIL 104.
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
S. F.
AND LOCATION PER PLAN.(EXC. DWY-S)
4860
6055
10915
ADJUST MANHOLE COVERS TO GRADE PER CITY OF
4
5
9
EA.
FONTANA STANDARD DETAIL 109
CONSTRUCT RAMPED CURB RETURN PER CITY OF
3
4
7
EA.
FONTANA STANDARD DETAIL 104 A.
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
L. F.
FONTANA STD. DET. 102
23
23
46
CONSTRUCT STREET LIGHTS PER CITY OF FONTANA
EA.
STD. 5800 H.P.5.
3
4
7
CONSTRUCT BARRICADE PER CITY OF FONTANA
EA.
STD. DET. 118
1
1
2
CONSTRUCT 42" R. C. P STORMDRAIN
269
-
269
L. F.
CONSTRUCT 24" R.C.P. STORM DRAIN
37
-
37
L. F.
CONSTRUCT CATCH BASIN NO. 3 PER L. A. C. F. C. D.
2
2
4
EA.
DWG. NO, 2-DI63
CONSTRUCT CATCH BASIN NO. I PER L.A.C.F.C.D.
I
EA.
DING, NO. 2-01,60
CONSTRUCT TS. NO -3 PER L.A.C.FC.D.
E A.
DWG NO. 2- D 188 (MODIFY FOR 2 INLETS
CONSTRUCT 18 It R.C.P STORM DRAIN
19
51
70
L. F.
CONSTRUCT MIA. NO 2 PER L.A.C.17 C,D. DWG.
I
NO. 2-DI84
EA.
CONSTRUCT 30 it R.C.P STORM DRAIN
32
32
L F.
CONSTRUCT CONC, COLLAR PER LA.C.FC.D
DWG. NO. 2-D393
I
I
EA.
CONSTR.UCT DROP INLET 24" DIA.
I
I
EA,
CONSTRUCT CATCH BASIN NO.2 PER LA.C.FC.D.
1 1
1 -
I I
EA.
DWG NO. 2- D 162
1MVKVVtMtN1b
R/W
5' P. U. E._
R/W
5' P. U. E.
71
18'
18,
71
2.5' 4.5'
81
10,
10'
81
4.5'
2.5'
114 0.10,
0. 20' LEVEL LINE
0. 20'
0.10, 1/4" 1' slope
�op,e
2%
4%
@ SIDEWALK :16
A.
4%
SIDEWALK @)
. ..
8' CURB & GUTTER
12* COMPACTED A. C.
PAVEMENT
8' CURB & GUTTER
T. C. = C. L. + 0. 10'
NATIVE SOIL
T. C. = C. L. + 0. 10'
F. L. = C. L. - 0. 57'
F. L. = C. L. - 0. 57'
TYPICAL STREET
SECTION
NOT TO SCALE
WILLOW DRIVE
TI=
CL IMPROVEMENTS
R R/W,
5' P. U. E. 1 25' 5 0, 25' 15 P. U. E._
71 18, 18, 79
2.5' 4.5 81 10, 10' 1 8, 4. 5' -2. 5'
Slope 114', 1' 0. 07' 0.20, LEVEL LINE 0.20' 0. 07' 1/4* - V Slope
_2%
4% 7 4%
SIDEWALK q SIDEWALK
--q
06 0
12* COMPACTED A.C. PAVEMENT
6' CURB A GUTTER NATIVE SOIL 6' CURB & GUTTER Q2
T. C. = C. L. - 0. 07' T. C. = C. L. - 0. 07'
F. L. = C. L. - 0. 57' F. L. = C. L. - 0. 57'
TYPICAL STREET SECTION
NOT TO SCALE
FLORENCE LANE, CASCADA COURT
TI=
W' LY R/W
5' P. U. E.
25
q IMPROVEMENTS
25
7' 1 18, 18, 7
81
2.5' 1 4.5' 10, 10, 4.5' 12.51
f 0. 33' 0.50 1 LEVEL LINE 0.10, 0 30' 0.00' 1/40:11 31ope
Slope 14-1 - - - - -
/ 0. . 0 0, 7P77'r
4%_ 4%
6 SIDEWALK
40 b "o
%00 '00 9,0
31DEWALK .1p ye.
12" COMPACTED A. C. PAVEMENT 01
8' CURB t GUTTER NATIVE SOIL 8- CURB t GUTTER 0
TYPICAL STREET SECTION (TILTED)
NOT TO SCALE
ALPINE D RIVE TI.
� /4� ��
E' LY R/W
5' P. U. E.
GENERAL CONSTRUCT I ON NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS.
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.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER
COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL
EACH -UTILITY COMPANY PRIOR TO ANY WORK.
9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CON�1TRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHAL�- BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION
OF PA)MG.
14k
10. ALL VALNE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
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 CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
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 SHALL.
CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS
AND DETAILS HEREON.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT.
17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED, AND APPROVED.
18. THE WALLS 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
MAY BE EXPECTED.
19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA
STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION
306-1. 1.6.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL. OF
THE CITY' S INSPECTOR.
21. 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 CORRECTNESS OF THE ELEVATION AND / OR LOCATION AS SHOWN
ON THE PLANS.
22. CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF L.A.C.F.C.D. STANDARDS
ON SITE AT ALL TIMES, PRIOR TO STORM DRAIN CONSTRUCTION.
23. 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.
24, TRAFFIC STRIPES AND 3IGN5 SHALL BE COA15TRUC70 TO MEET' STANDARD5 OF THE
5TATE Of CALIFORNIA DEPARTMENT OF TRAN5PORTATION STANDARD 3PECIFICATION5 SECTION 56484.
PRIVATE ENGINEER' S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS
AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEG IGE CE 0 E
OWNER OR THE ENGINEER.
THE EXISTENCEAND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES
NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO, ANY EXISTING IMPROVEMENTS.