HomeMy WebLinkAbout3718-1IN
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10,
'7
1A
2
GENERAL NOTES:
GENERAL STREET NOTESE
215,620 S.F.
4 PROPOSED
C&G
4 1.5!-
24,506 S.F.
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RIALTO
I
M_t_
ALL AREAS TO BEPAVED SHALL BE STERILIZED AS DIRECTED BY THE CITY
PALMETTO AVENUE
TAMARIND "ENUE
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/OR SURFACING.
STANDARD NO. ilO AND STANDARD SPECIFICATIONS FOR PUBLIC
9. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE
AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
AND INSTALLED BY THE CONTRACTOR TO THE
ENGINEER, PRIOR TO PAVING.
TAMARIND
AVENUM
3,250 L.F.
PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO
2.
A PERMIT FROM THE CITY OF RIALTO WILL BE REQUIRED PRIOR TO THE
2.
MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
NORTH C/L
R/W
SOUTH
R/W
WEST
R/W (FUT.)
WEST
W
N.T.S.
BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE CITY
RIGHT-OF-WAYS OR EASEMENTS.
TO THE PAVEMENT ENGINEERING SECTION OF THE CITY OF RIALTO LISTING
CONTRACTOR 6" BELOW FINISH GRADE AND UPON COMPLETION OF PAVING,
N.T.S.
AT STA 10+55.00
90,
AC & BASE
FROM STA
10+65.75 TO
STA 15+41.30
(32'
R/W)
ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY; (A) R -VALUE,
-
ROAD
WEST EAST
R W C/L R/W
WEST R/W
THE PAVING CONTRACTOR SHALL ADJUST TOP OF MANHOLE TO FINISH GRADE.
15+41.30 TO
30,
60,
R/W)
SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. [B]
112'-14'
(FUT.})
r
73,740 S.F.
3.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER
STA 19+75.21
(30-
R/W)
STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING.
7. A THOROUGH EVALUATION OF ALL STRUCTURAL ROAD SECTIONS FROM
88'
2 Ek
24
ADD
STA 26+42.80
POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON
3.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND NOT SHOWN ON THESE
QUALIFIED GEOTECHNICAL ENGINEER WILL BE REQUIRED INCLUDING SAND
"R"
WEST C/L
RAW 70'-72'
17'
38' EXIST. PAVEMENT
91
13'
RELOCATE EXISTING WATER METER (BY FONTANA WATER CO.)
FUTURE
R/I
k,
EQUIVALENT, GRADATION, AND VALUE. NEW PAVEMENT TO BE
THIS PLAN WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT
RELOCATE EXISTING MAILBOX PER CITY OF RIALTO STD. NO. 3
PLANS LYING WITHIN THE AREA OF THE IMPROVEMENT SHALL BE REMOVED,
I
I I 1
EX. PAVEMENT
21
C/ A
6 E.A.
(EXIST.)(FUT.
RELOCATE EXISTING CHAINLINK FENCE
PORTION OF WORK UNTIL COMPLETION.
CONSTRUCTED PER THIS PLAN WILL BE CONSTRUCTED IN CONFORMANCE WITH
ADJUST TO GRADE
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR
41 a
RELOCATED, OR REINFORCED TO THE SATISFACTION OF THE CITY ENGINEER
45 L.F.
Ul
AC OVERLAY
2 EA
I
PROPOSED
88,
�l
RELOCATE TRAFFIC SIGNAL CONDUIT
RELOCATED AT NO COST TO THE CITY OF RIALTO. IT SHALL BE THE
a'4
AND THE COMPANY OWNING THE FACILITY AT NO EXPENSE TO THE CITY'OF
THE.STRUCTURAL ROAD SECTION RECOMMENDED BY THIS REPORT. IN NO
307 (5' WIDE BY 8" HIGH OPENING). SEE DETAIL ON SHEET 8.
45
AC DIKE
0.
U6
CONSTRUCT CURB TRANSITION FROM 8- CF TO 12- CF.
DEVELOPER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED.
(V7
RIALTO.
15,040 S.F.
Q J8
PROTECT IN PLACE
-
'
U9
I
96 S.F.
20'
4.
COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL,
4.
ALL WORKSHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
82,628
52
44'
]]]3
53
CONST. HANDICAP RAMP CURB CUTS PER CITY OF RW -TO STD. NO. 425. AND MODIFIED RAMP PER PLANS.
N
FUT. C&G
&/w
COMPACTING ORIGINAL GROUND AND ALL SUB GRADE SHALL BE DONE AT NO
STANDARDS OF RIALTO, AND THE STREET STANDARD SPECIFICATIONS FOR
. (n
17%
11
1.7%
2%
COST TO THE CITY OF RIALTO. A WRITTEN REPORT WITH THE COMPACTION
PUBLIC WORKS CONSTRUCTION, 1994 EDITION.
11.1
TESTS SHALL BE SUBMITTED TO THE PAVEMENT ENGINEERING SECTION OF
� h
EAST EAST
(EXIST.) R/W (FUT.)
FUT. C&G
& S
THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT FOR THE
5. ALL COMPACTION SHALL BE PERFORMED AS SHOWN ON CITY OF RIALTOd7)
215,620 S.F.
4 PROPOSED
C&G
4 1.5!-
24,506 S.F.
FUT
AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED.
10. ALL TRAFFIC CONTROL
L
PALMETTO AVENUE
TAMARIND "ENUE
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/OR SURFACING.
STANDARD NO. ilO AND STANDARD SPECIFICATIONS FOR PUBLIC
9. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE
47
AND INSTALLED BY THE CONTRACTOR TO THE
N.T.S.
TAMARIND
AVENUM
3,250 L.F.
PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO
5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
CONSTRUCTION, 1994 EDITION AND ADDENDUMS.
HIGHLAND "ENUE
FROM STA 19+75.21 TO STA 23+76.66 (32° CF TO C. L.
PROPOSED
Q
N.T.S.
LEGEND
N.T.S.
FROM STA 56+11.20 TO STA 62+13.16 (STD. CURB S/W)
TO THE PAVEMENT ENGINEERING SECTION OF THE CITY OF RIALTO LISTING
REQUIREMENTS OF THE CITY OF RIALTO GRADING ORDINANCE
6. ALL 649 SHALL
N.T.S.
AT STA 10+55.00
SECTIONS, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT
AC & BASE
FROM STA
10+65.75 TO
STA 15+41.30
(32'
R/W)
ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY; (A) R -VALUE,
BE COMPLIED WITH.
ROAD
WEST EAST
R W C/L R/W
WEST R/W
FROM STA
15+41.30 TO
STA 19+15.20
(30'
R/W)
SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. [B]
70'
(FUT.})
(EXIST.)
73,740 S.F.
FROM STA
19+15.20 TO
STA 19+75.21
(30-
R/W)
STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING.
7. A THOROUGH EVALUATION OF ALL STRUCTURAL ROAD SECTIONS FROM
88'
2 Ek
24
FROM STA
23+76.66 TO
STA 26+42.80
(3 0'
R/W)
.
6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR
QUALIFIED GEOTECHNICAL ENGINEER WILL BE REQUIRED INCLUDING SAND
"R"
WEST C/L
RAW 70'-72'
30'
EAST
R/W
WEST R�WWEST R/W
OF SHEETSE
RELOCATE EXISTING WATER METER (BY FONTANA WATER CO.)
1
EAST R W EAS RW
CURB, AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS
EQUIVALENT, GRADATION, AND VALUE. NEW PAVEMENT TO BE
7?
RELOCATE EXISTING MAILBOX PER CITY OF RIALTO STD. NO. 3
5 EA.
I
I I 1
(Fu (EXIST,)
44'
C/ A
6 E.A.
(EXIST.)(FUT.
RELOCATE EXISTING CHAINLINK FENCE
PORTION OF WORK UNTIL COMPLETION.
CONSTRUCTED PER THIS PLAN WILL BE CONSTRUCTED IN CONFORMANCE WITH
ADJUST TO GRADE
40' EXISTING IMPROVEMENTS
41 a
30'-32'
45 L.F.
Ul
CONSTRUCT DRIVEWAY APPROACH PER CITY OF RIALTO STD. 410
2 EA
1
CONSTRUCT 4" AC OVER COMPACTED NATIVE.
88,
43
RELOCATE TRAFFIC SIGNAL CONDUIT
a'4
CONSTRUCT FOUR MODIFIED PARKWAY DRAINS TYPE 2 PER CITY OF RIALTO STD. DWG.
THE.STRUCTURAL ROAD SECTION RECOMMENDED BY THIS REPORT. IN NO
307 (5' WIDE BY 8" HIGH OPENING). SEE DETAIL ON SHEET 8.
45
CONSTRUCT CURB TRANSITION FROM 0" CF TO 8" CF.
560 L.F.
U6
CONSTRUCT CURB TRANSITION FROM 8- CF TO 12- CF.
22 L.F.
(V7
CONSTRUCT 5- A.C. OVER 4- CLASS 11 A.B. OR C.M.B. (ALDER AVE., BASELINE RD. & HIGHLAND AVE.)
15,040 S.F.
Q J8
PROTECT IN PLACE
-
'
U9
rACC UnW[:kICD SHALL THE CTQIlrlTHQAI CCf'TTnkl DC LESS THAN nE:nHTnc:n
96 S.F.
20'
INSTALL GU POST PER DETAIL ON SHEET 11.
20'
12'
CONSTRUCT 4 A.C. OVER 6* CLASS 11 A.B. OR C.U.B. (WALNUT AVE. & PORTION OF TAMARIND AVE.)
82,628
52
44'
]]]3
53
CONST. HANDICAP RAMP CURB CUTS PER CITY OF RW -TO STD. NO. 425. AND MODIFIED RAMP PER PLANS.
Eti
44'
I IF ASPHALT UUNUMLIL 10 IU OL HCMAULU UlHLUILT ON SUB UKAUt OF THE I I I - -
ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE BY STANDARD DRAWING NO. 50. I 11.5' 8.5' 32' EX. R/W 30' EX. R/W
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT1 12' 1 32' CF 10, 5' 15'
THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH 6. A SEAL COAT OF SSIH WILL BE REQUIRED ON ALL NEW ASPHALT CONCRETE, PROPOSED
PRIOR TO PAVING. APPLIED AT THE RATE OF 0.075 GALLONS PER SQUARE YARD. AC & BASE 1 8 C&G PROPOSED SHOULDER
PROPOSED
8. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO 9. ANY CHANGES AND/OR REVISIONS TO THESE PLANS DUE TO INTERFERENCE ±2.0%25 1.5 1 2% AC & BASE 2%
CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING WITH ANY PIPE OR SUBSTRUCTURES OF ANY KIND NOT SHOWN ON THESE F_ I - -
GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE PLANS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER AND 27. 27. 2 15 �MIN. - - - - - - - 2% 27.
L
PRESENCE Or THE INSPECTOR IMMEDIATELY PRIOR TO PROJECT ACCEPTANCE. THE ADDITIONAL WORK SHALL BE DONE AT NO EXPENSE TO THE CITY OF
-j
SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN RIALTO.
4 LONGS bt bAW CUT AND REMOVED IN LENGTHS NOT LESS THAN 4
RIGHT OF WAY SHEET 2
215,620 S.F.
4 PROPOSED
C&G
4 1.5!-
24,506 S.F.
FUT
AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED.
10. ALL TRAFFIC CONTROL
PLANS AND DEVICES INCLUDING SIGNS AND STRIPING
PALMETTO AVENUE
TAMARIND "ENUE
&
9. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE
SHALL BE FURNISHED
AND INSTALLED BY THE CONTRACTOR TO THE
N.T.S.
N.T.S.
INSTALL 2x4 REDWOOD HEADER PER CITY OF RIALTO STD. NO. 63
3,250 L.F.
PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO
SATISFACTION OF THE
CITY ENGINEER.
FROM STA 19+75.07 TO STA 56+11.20 (MEANDERING S/W)
FROM STA 19+75.21 TO STA 23+76.66 (32° CF TO C. L.
- 44' R/W)
Q
THE CITY OF RIALTO, ENGINEERING DIVISION, TRANSPORTATION PERMITS
LEGEND
N.T.S.
FROM STA 56+11.20 TO STA 62+13.16 (STD. CURB S/W)
ESMT. EASEMENT TAN
E.V.C. END OF VERTICAL CURVE TC
TANGENT
TOP OF CURB
N/A
SECTIONS, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT
12
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. NO. 412, SEE PLANS FOR WIDTH
2 EA.
Q3)
SAWCUT AC PAVEMENT
66 L.F.
SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATIONS
BASELINE
ROAD
WEST EAST
R W C/L R/W
WEST R/W
EAST R/W
EAST R/W
OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT
CONSTRUCT A.C.
PAVEMENT & BASE (PLAN)
INSTALL 6' WIDE PARKWAY DRAIN PER CITY OF RIALTO STD. NO. 307
70'
(FUT.})
(EXIST.)
73,740 S.F.
(FUT.)
TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND
- - e
@
I FROM STA 33+06.63 TO STA 35+04.32 (PROP. CURB ON EAST SIDE)
2 EA,
@
88'
2 Ek
24
REMOVE EXISTING TREE
2 EA.
TEST DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING
REMOVE EXISTING 20 REDWOOD HEADER & FEATHER JOINTS AS DIRECTED BY CITY ENGINEER
CONSTRUCT A.C.
mll
PAVEMENT & BASE (SECTION)
CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, MODIFIED PER DETAIL SHT. 20
40EXISTING IMPROVEMENTS
30'
REMOVE AND RECONSTRUCT EXISTING DRIVEWAY
INDEX
OF SHEETSE
RELOCATE EXISTING WATER METER (BY FONTANA WATER CO.)
SITE ---1
(D
PVDAMQTnM D0rQQH0C DrAnTIOn ADDOMAI WTI I DC r-Tk/[:kl WUCkl AL I
4 EA
7?
RELOCATE EXISTING MAILBOX PER CITY OF RIALTO STD. NO. 3
5 EA.
I
I I 1
NORTH C/L
R/W
88'
44'
1 44'
6 E.A.
0
RELOCATE EXISTING CHAINLINK FENCE
�600 L.F.
1 13 5 10
STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. CONSTRUCT PORTLAND CEMENT CONCRETE Ii
20 11.5SHOULDER SWALE
'
10. UNLESS OTHERWISE SPECIFIED, PAVING SHALL BE PLACED IN TWO LIFTS. REMOVE EXISTING PAVEMENT II PROPOSED 12'
ENGINEER'S NOTE: AC & BASE FUT. C&G
COLD MILL & CONSTRUCT VARIABLE THICKNESS AC OVERLAY &
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY U5 1\ 0
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 1.5
SAWCUT EXISTING A.C. PAVEMENT 59 2P,
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
FLOWLINE
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (1525,90) EXISTING ELEVATION L
_j
WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 1525.90 DESIGN ELEVATION PROPOSED R/W __ 7
THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 4
ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DIRECTION OF FLOW EXIST. R/W PALMETTO AVENUE 5:1
EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR (W) EXIST. UTILITY LINE
THE ENGINEER. N.T.S.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHEET 6 FROM STA 16+63.84 TO STA 19+75,07
SHOWN ON THESE PLANS WERE OBTAINED BY A DILIGENT SEARCH OF ALL
AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALLHIGHLAND AVENUE EST C/L P w ES
WEAST WT
R 7
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER 60'-62'
LINES OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS, AND IS FAREW'_LL ST
g
RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR7 -7-7 7 30'-32' 30'
7 7 77
41
STRUCTURES. 10' 5' 13, 13' 5' 10, 2' 12'
Tj�
A T ><
SHEET 5 Ui
Q cr_ N- SWALE SHOULDER SHOL)LDER SWALE
LIST OF ABBREVIATIONS Z ui 15 11.5
c.
A A ui V)
A.B. AGGREGATE BASE FS FINISH SURFACE q PROPOSED
<
H.P. HIGH POINT z 0 <> E7 Z) 0
A.C. ASPHALT CONCRETE 0 FUT. C&G AC & BASE FUT. C&G
h-
A.D.A. AMERICAN DISABILITIES ACT INV, INVERT ELEVATION SHEET 4 uJ S/W 2 & S/W
L.P. LOW POINT 1-, 0 , A NU ST SH 2
M.V.C. MIDDLE OF VERTICAL CURVE
B.C. BEGINNING OF CURVE 0 A SHEET 11 2
B.C.R. AIZ 4
BEGINNING OF CURVE RETURN 1.5 1.5
N.T.S. NOT TO SCALE SHEET 3 - - 5%,
B.V.C. BEGINNING OF VERTICAL CURVE ST I__ :5 7oa, 5 N
d--, u
C&G CURB & GUTTER P.C.C. PORTLAND CEMENT CONCRETE o
\0
CD
C.F. CURB FACE P.C.V.C. POINT OF COMPOUND VERTICAL CURVE
C.F.S. CUBIC FEET PER SECOND P.R.C. POINT OF REVERSE CURVE z SHEET 10 RIALTO
< 1 7 7
.1 . z
C M B CRUSHED Miqr.Fl I AMFnHq PAI,'F P.R V C POINT OF REVERSE VERTICAL CURVE MUNICIPAL
PROPOSED C&G
PROPOSED
AC & BASE
30' EX. R/W
10' 5' 15'
SHOULDER
59
27, 5Z 5 1
TAMARIND AVENUE- L5:1 & p ww-
N.T.S.
FROM STA 29+76.43 TO STA 33+06.63 (30' CF TO C.L. - 32' R/W)
r, /I EAST
E.C. END OF CURVE R/W
RIGHT OF WAY SHEET 2
215,620 S.F.
lo -N,
( J2
CONSTRUCT 4" A.C. OVER 4" CLASS 11 A.B. OR C.M.B, (TAMARIND & WALNUT AVENUE)
24,506 S.F.
QCOLD
MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.10' MIN.)
8,617 S.F.
U4
Lu
9,198 L.F.
AIRPORT 5:1
PALMETTO AVENUE 5:1
TAMARIND AVENUE
E.C.R. END OF CURVE RETURN S/W
SIDEWALK
INSTALL 2x4 REDWOOD HEADER PER CITY OF RIALTO STD. NO. 63
3,250 L.F.
CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD, NO. 422
51,280 S.F.
CONSTRUCT HANDICAP RAMP PER CITY OF RIALTO STD. NO. 425
10 EA.
Q
CONSTRUCT COMMERCIAL DRNEWAY APPROACH (TYPE C) PER APWA STD. 110-1, SEE PLANS FOR WIDTH
10 EA.
N.T.S.
N.T.S.
ESMT. EASEMENT TAN
E.V.C. END OF VERTICAL CURVE TC
TANGENT
TOP OF CURB
N/A
-
12
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. NO. 412, SEE PLANS FOR WIDTH
2 EA.
Q3)
SAWCUT AC PAVEMENT
66 L.F.
GSAWCUT
BASELINE
ROAD
FROM STA 10+36-00 TO STA 16+33.74
FROM STA 26+42.80 TO STA 29+75.43 (EXIST,CURB ON EAST SIDE)
FL FLOWUNEEET
16
CONSTRUCT STANDARD CURB SIDEWALK PER CITY OF RIALTO STD, NO. 426 & 427
-
17
INSTALL 6' WIDE PARKWAY DRAIN PER CITY OF RIALTO STD. NO. 307
2 EA,
REMOVE EXISTING A.C. PAVEMENT
73,740 S.F.
GREMOVE
EXISTING CURB & GUTTER
- - e
@
I FROM STA 33+06.63 TO STA 35+04.32 (PROP. CURB ON EAST SIDE)
2 EA,
@
REMOVE EXISTING STREET SIGN
2 Ek
24
REMOVE EXISTING TREE
2 EA.
25
REMOVE EXISTING 20 REDWOOD HEADER & FEATHER JOINTS AS DIRECTED BY CITY ENGINEER
5,463 L.F.
7
CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, MODIFIED PER DETAIL SHT. 20
730 L.F.
@
REMOVE AND RECONSTRUCT EXISTING DRIVEWAY
INDEX
OF SHEETSE
RELOCATE EXISTING WATER METER (BY FONTANA WATER CO.)
SITE ---1
(D
RELOCATE EXISTING FIRE HYDRANT/BLOW-OFF (BY FONTANA WATER CO.)
4 EA
7?
RELOCATE EXISTING MAILBOX PER CITY OF RIALTO STD. NO. 3
5 EA.
NORTH
R/W (EXIST.)
1
C/L SOUTH
R/W (EXIST.)
100'-110' (1EXIST.)
NORTH C/L
R/W
88'
44'
32'
-PROPOSED
C&C
2%
44'
32'
PROPOSED
C&G
PROPOSED
AC & BASE
- 2%
WALNUT STREET
N.T.S.
FROM STA 10+97.67 TO STA 22+33.03
1
OR EXIST. CURB
in
140TEM
QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTOR MUST PREPARE THEIR OWN QUANTITIES
AND BID A COMPLETE JOB.
��ONSTRUCTION NOTES AND QUANTITY ESTIMATES
FINAL PAVEMENT/BASE SECTIONS TO BE DETERMINED BASED UPON THE _ RECOMMENDATIONS OF THE GEOTECHNICAL''REPORT.
WEST 100' EAST
R/W 50' C/L 50' R/W
12' 23' 15' 5
EX. PAVEMENT I EX. PAVEMEVt_�
2%
m
CONSTRUCT 3.5" A.C. OVER 4" CLASS 11 A.B. OR C.M.B. (PALMETTO AVENUE)
215,620 S.F.
lo -N,
( J2
CONSTRUCT 4" A.C. OVER 4" CLASS 11 A.B. OR C.M.B, (TAMARIND & WALNUT AVENUE)
24,506 S.F.
QCOLD
MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.10' MIN.)
8,617 S.F.
U4
CONSTRUCT CURB & GUTTER, PER CITY OF RIALTO STD. NO. 400
9,198 L.F.
CONSTRUCT CROSS GUTTER & FILLET PER CITY OF RIALTO STD. NO. 405
1,500 S_
N/A
INSTALL 2x4 REDWOOD HEADER PER CITY OF RIALTO STD. NO. 63
3,250 L.F.
CONSTRUCT MEANDERING SIDEWALK PER CITY OF RIALTO STD, NO. 422
51,280 S.F.
CONSTRUCT HANDICAP RAMP PER CITY OF RIALTO STD. NO. 425
10 EA.
Q
CONSTRUCT COMMERCIAL DRNEWAY APPROACH (TYPE C) PER APWA STD. 110-1, SEE PLANS FOR WIDTH
10 EA.
JO
SEE MODIFIED DETAIL ON SHEET 9.
11
N/A
-
12
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. NO. 412, SEE PLANS FOR WIDTH
2 EA.
Q3)
SAWCUT AC PAVEMENT
66 L.F.
GSAWCUT
EXISTING A.C. PAVEMENT
266 L.F.
0
CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY STD. 117, SEE DETAIL SHT. 20
2,835 L.F.
16
CONSTRUCT STANDARD CURB SIDEWALK PER CITY OF RIALTO STD, NO. 426 & 427
-
17
INSTALL 6' WIDE PARKWAY DRAIN PER CITY OF RIALTO STD. NO. 307
2 EA,
REMOVE EXISTING A.C. PAVEMENT
73,740 S.F.
GREMOVE
EXISTING CURB & GUTTER
200 S.F.
@
REMOVE GUARD POSTS
2 EA,
@
REMOVE EXISTING STREET SIGN
2 Ek
24
REMOVE EXISTING TREE
2 EA.
25
REMOVE EXISTING 20 REDWOOD HEADER & FEATHER JOINTS AS DIRECTED BY CITY ENGINEER
5,463 L.F.
26
CONSTRUCT (TYPE D) MOUNTABLE DIKE PER CALTRANS STD. PLAN A87, MODIFIED PER DETAIL SHT. 20
730 L.F.
@
REMOVE AND RECONSTRUCT EXISTING DRIVEWAY
6 EA,
0
U
RELOCATE EXISTING WATER METER (BY FONTANA WATER CO.)
3 EA
(D
RELOCATE EXISTING FIRE HYDRANT/BLOW-OFF (BY FONTANA WATER CO.)
4 EA
(D
RELOCATE EXISTING MAILBOX PER CITY OF RIALTO STD. NO. 3
5 EA.
33
RELOCATE EXISTING STREET SIGN AS SHOWN ON SIGNING AND STRIPING PLAN
5 EA.
GRELOCATE
EXISTING POWER POLE & GUY WIRE BY OTHERS
6 E.A.
0
RELOCATE EXISTING CHAINLINK FENCE
�600 L.F.
UO
ADJUST TO GRADE
21 EA
41 a
REMOVE AND PLUG EXISTING WATER MAIN
45 L.F.
Ul
CONSTRUCT DRIVEWAY APPROACH PER CITY OF RIALTO STD. 410
2 EA
0
CONSTRUCT 4" AC OVER COMPACTED NATIVE.
1,500 S.F.
43
RELOCATE TRAFFIC SIGNAL CONDUIT
a'4
CONSTRUCT FOUR MODIFIED PARKWAY DRAINS TYPE 2 PER CITY OF RIALTO STD. DWG.
1 EA.
307 (5' WIDE BY 8" HIGH OPENING). SEE DETAIL ON SHEET 8.
45
CONSTRUCT CURB TRANSITION FROM 0" CF TO 8" CF.
560 L.F.
U6
CONSTRUCT CURB TRANSITION FROM 8- CF TO 12- CF.
22 L.F.
(V7
CONSTRUCT 5- A.C. OVER 4- CLASS 11 A.B. OR C.M.B. (ALDER AVE., BASELINE RD. & HIGHLAND AVE.)
15,040 S.F.
Q J8
PROTECT IN PLACE
-
'
U9
�INSTALL GROUTED RIP -RAP PER CALTRANS SPECIFICATION CLASS 200.
96 S.F.
n5o
INSTALL GU POST PER DETAIL ON SHEET 11.
2 EA
51
CONSTRUCT 4 A.C. OVER 6* CLASS 11 A.B. OR C.U.B. (WALNUT AVE. & PORTION OF TAMARIND AVE.)
82,628
52
CONSTRUCT SINGLE THRIE BEAM BARRIER PER CALTRANS DWG NO. A78A
]]]3
53
CONST. HANDICAP RAMP CURB CUTS PER CITY OF RW -TO STD. NO. 425. AND MODIFIED RAMP PER PLANS.
Eti
FINAL PAVEMENT/BASE SECTIONS TO BE DETERMINED BASED UPON THE _ RECOMMENDATIONS OF THE GEOTECHNICAL''REPORT.
WEST 100' EAST
R/W 50' C/L 50' R/W
12' 23' 15' 5
EX. PAVEMENT I EX. PAVEMEVt_�
2%
m