HomeMy WebLinkAbout2862-1GENERAL N, OTE`.
1. ALL AREAS TO BE PA ICED SHALL BE STER/L/ZED AS DIRECTED BY THE Cl TY ENGIN ESR PR/OR TO PA l9NG.
2. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS AND THE 1992 CAL TRANS
STANDARD SPEC/F/CA 170NS.
3. ALL COMPACTION SHALL BE PERFORMED AS SHOWN ON CITY OF RIALTO STANDARD NO. 110 AND
THE 1992 CAL iRANS STANDARD SPECJF/CAT/ONS AND THE SPECIAL PROFS/ONS.
4. ALL REQUIREMENTS OF THE CITY OF RIALTO GRAD/NG ORDINANCE 649 SHALL BE COMPLIED WITH.
5. A SEAL COAT OF SS7H WELL BE REQUIRED ON ALL NEW ASPHALT CONCRETE PA t/EMENT.
APDL Y AT THE RATE OF 0.075 GALLONS PER SQUARE YARD.
6. A GEOTECHN/CAL REPORT HAS BEEN PREPARED AND THE STRUCTURAL SECTION SHOWN /S TEN TAT/l/E.
THE ACTUAL STRUCTURAL SECT/ON WILL BE DETERMINED BY THE SO/LS ENG/NEER INCLUDING SAND
E4f//t�,4iENT, GRADATION, AND "R" VALUE, AFTER ROUGH ORAD/NG HAS BEEN COMPLETED. A TRAFFIC
INDEX(TI) OF 8 /S USED FOR ALDER A VENUE AND BASEL/NE ROAD.
7. A GRAD/NG PERMIT /S REQUIRED PR/OR TO B£6/lVN/NG OF ANY ARK OR CONSTRUCT/ON FROM THE
R£SPECT/liE AGENCY OR C/TY OF R/AL TO.
8. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND NOT SHOWN ON THESE PLANS L Y/NG WITHIN
THE AREA OF THE /MPROI/EMENT SHALL BE REMOVED, REL OCA TED, OR REINFORCED TO THE
SATISFACTION OF THE C/TY ENG/NEER AND THE COMPANY OWNING THE FACIL /TY AT NO
EXPENSE TO THE G/TY OF R/AL TO.
9. ANY CHANGES AND/OR RE VISIONS 70 THESE PLANS DUE TO INTERFERENCE WITH ANY PIPE OR
SUBSTRUCTURES OF ANY KIND NOT SHOWN ON THESE PLANS SHALL BE SUBECT TO THE
APPROVAL OF THE CITY ENGINEER AND THE ADDITIONAL WORK SHALL BE DONE A T NO
EXPENSE TO THE C/TY OF RIA L TO.
10. ALL TRAFFIC CONTROL DEVICES INCLUDING SIGNS AND STRIPING SHALL BE INSTALLED TO THE
SATISFACTION OF TfiE CITY TRAFFIC ENG/NEER.
2HE£T _/NpEX
1 T/FLE SHEET
2 0£TA/L SHEET
3 PLAN & PROFILE STA. 06152 TO 15100 ALDER A VENUE
4 PLAN & PROFILE STA. 15100 TO 25+00 ALDER Ali£NUE
5 PLAN & PROFILE STA. 25-h00 TO 35-1.00 ALDER AVENUE
6 PLAN Bt PROF/LE STA. 35-F00 TO 45-100 ALDER AVENUE
7 PLAN &PROF/LE STA. 45100 TO 55-1.83.30 ALDER A VENUE
8 SIGNING AND STRIPINGPLAN BASELINE ROAD
9 SIGNING AND STRIPING PLAN, ALDER A VENUE
10 SIGNING AND STRIPING PLAN, ALDER AVENUE
11 TRA FF/C SIGNAL PLAN
BASIS OF RA EAR/NG
THE BEAR/NG OF N89-41'567- FOR THE f OF HIGHLAND A VE BETWEEN ALDER
A VE AND LAUREL A VE AS SHOWit/ ON RECORD OF SURVEY 98--0123 RECORDED
/N BOOK fff PAGES 65-78 WAS USED AS THE BASIS OF 8EARlN6 SHOWN HERON.
STREET CONSTRUCTION &0-T£�' QUANT/TIES
O1 CONSTRUCT 4.5" A. C. PA IfEMENT 156,150 SF
O CONSTRUCT 6" CLASS 2 AGGREGATE BASE 163,500 SF
O3 CONSTRUCT 6" A. C. BERM PER Of TY OF FON T.4NA STANDARD OWE NO. 736 315 Lf
O4 ADJUST WATER VAL VF.T0 GRADE 3 EA
O CONSTRUCT 12' P. C. C. X -GUTTER PER DETAIL "A " ON SHEET 2 744 SF
O
CONS TK'UCT 2" ASPHALT PADEMENT OBER NAT/t/E SF
O CONSTRUCT A. C. HAND/CAP RAMP PER DETAIL "B" ON SHEET 2 4 EA
O8 CONSTRUCT VAR/ABLE THICKNESS AC OVERLAY 3250 SF
Ug RELOCATE EX/ST/NG POWEftPOLE /GUY POLE &WIRE (BY OTHERS) 4 EA
10 RELOCATE £X/ST/NG CHAIN L/NK FENCE AND GATE 90 LF
G RELOCATE EXISTING WATER METER (6Y OTHERS) 2 EA
12 REL DCA TE EX/ST/NG PALa! TREE 2 EA
13 RELOCATE EXISTING FIRE HYVRANT (BY OTHERS) 1 EA
14 RELOCATE EX/ST/NG MAILBOX 2 EA
15 CONSTRUCT 5" A. C, PA VEklENT 7, 350 SF
16 CONSTRUCT 4" PCC MAINTENANCE PAD (lOirB) 180 SF
.REMOVAL. NO TES
OA R£MOIi£ EX/STING A. C. PA li£MENT 50, 000 SF
O
REMOVE EXISTING CONCRETE PAD 1,100 SF
O REMOVE EX/ST/NG CONCRETE FOUNDA 7/ON 1 EA
Op
REMOVE EX/ST/NG TREE 4 EA
O
REMOVE EX/ST/NG IRR/GATfON RISER (BY OTHERS) 1 EA
f117Ul7E £XfST. PROP. FUTURE f7JTURE
Mira
IC,14 AA 11RI
1i I � 141
4 EIIIIIIIIIIII n
?1kJ
kA
1"Llad 1 [111. K I I
CA
R.LHWORK OILA.NTITIES
RAW VOLUMES.• 8,500 CY 650 CY
SCA RlF/CA770N SHRINKAGE (20%): - 1,200 CY
SUB -TOTALS.• 8,500 CY 1,850 CY
SHRINKAGE (159>).• - 280 CY
TOTALS.• 8,500 CY 2,130 CY
EXPORT 8,500 CY - 2,130 CY = 6,370 CYC'
*THIS FIGURE IS !N -PLACE" YARDAGE.
LOOSE YARDAGE WILL BE 15%209' MORE.
EARTHWORKS- 011AWTITIES NOT£.•
THE ESTIMA TE OF EARTHWORK OUANTI TIES IS PRO i/IDED BY THE ENGINEER ONL Y
FOR THE CONVENIENCE OF THE CONTRACTOR THE CONTRACTOR SHALL MAKE
HIS OWN DETERMINA TION OF THE OJANT/ TIES BEFORE SUBMITTING A BID.
L
VAR/ES (30' TO 44)
®_-„ EXIST R/�so
EXIST RIW
20 20' t
t .
t 10� 10� I3f 7�E
t
2--'
i
6- Ob00000 o 0000 �� � �-- EXIST 81* CUR8 & GUTTER
*/ERE OCCURS
i Z EXIST PA i�FMENT 1. 2
AL.D.ER A-LE.N.UF
STA. 6+50 TO STA. 9+50-*
N. TS
SEE SHEET 2 FOR CROSS- SEC TI S
RIW 50' VARIES 50' RIW RIW 50'
UL 77MA rE RIV 0' TO .34.27' UL 77MA: TE RIW UL 77MA; TE RIW UL 77MA 1E RIOW
30' VARIES 302 20'
EXIST. RIW 50' - 20' EXIST. RI PROP. RSV ,
t t t
500
FUTURE
RIW
, d
CITY LI
2. 1 MAX
s
50'
(302
EXIST. RIW
f
5*1 20'
t
NOTICE TO CONTRACTORS
prior to work on excavation to determine exact location of all
lines affecting this work, whether or not shown heron, and
for any damage or protection of these lines.
The contractor shall call in a location request to
ROAD Underground Service Alert (U.S.A.) Phone 1-800-422-4133
two (2) working days prior to digging. No construction
permit issued by Public Works Department shall be valid
v CITY LIMIT LINE involving underground facilities unless the applicant has an
0 inquiry identification number issued by U.S.A.
l4)
EXIST RIW
V2
0° a 10°
ALDER AVENUE
STA. 14t91.95 TO STA. 16159.87
N. T.S.
2'
J
1
ixisT 8'0 CURB
& GUT7rR
if ! EXIST PA VEMENT A
FUTURE
RIW
50°
UL TMA TE RIW UL TiMA TE RIW
30 , 32' 50°
EXIS T RIW EXIST RIW OR CITY PROPERTY i
t
15 15' 15MOW AID 1"r mrw pwir
VARIES VARIES VARION.ES 5' lo' 20° 18
322T ®10'Io I 32' - 20' 30' - 10' t NEW PA VFMENT EX/ST PVAGIT i ' -15 =-18 E
I° 1 10' 5' t I EX/ST. PST.
ROFESS/
BR
w o Call: TOLL FREE _A DEI[ AEUE A,la iY ANUE _
LU 0 No. 4 1 };
16-800 STA. 10+60.99 TO STA. 14+91.95 STA. 1T+60.00 TO STA. 21+00 Exp C.
227-2600 N. T.S, N. T.
o ai, . i tiau_ato
U'' CITY OF FO NTANA, CALIFORNIA PLANNING DESIGN CONSULTATION FlEL
� SB MARK R
0 OfNCMV-A k 9007 Arrow Route, 120
j CAL TRANS DESIGNA TION.- 17-C-88 g g CA 91730
Rancho Cucamonga,
O ELEVAT7`ON.• 150771' °i�" `' BASELINE ROAD As Noted& 0 (909) 948-3450
N AND FAX: (909) 948-2750
It CAL TRANS BRASS DISK ON 2" IP IN CONCRETE' 24' W1 OF CENTERLINE A E 4VENUE Land Planning
.02
LO OF ALDER A VENUE & 400'6 S% HIGHLAND A l/ENUE, 4' S/ PPI 60758E Civil Engineering
.. OM aY. DROM 1O.: °� Land Surveying
28G2
rr
1:
. , DON BROOKS, R.CE 41829 EXP._ .3_..31 _ D4
tAN-A
. �
I Aw� 111A
STA. 22*41.33 TO STA. 23+24.82
STA. 24+56.82 TO STA. 37+00
N. T.S.
® BOOK REF.
EVISiONS I APPR DATE
2.• 1
,aj
a
ALDER AVENUE
STA. 23124.82 TO STA. 24156.82
N. T.S.
! 01EXIST. 8" CURB
do GUTTER
RE OW EXIST. PA WMENT `^J
FUTURE PROP.
RIW 50' SaRIW
{ _ _I
UL 77MA TE RIW
EXIST GROUND
-o
2. 1 Mo
JAMES
E. KINLEY
34908
ro ., _ , .
C � 1
A:
e
Cff
JAMES KI
r _ .
•$8 EXP..,7z26111=9)L
..
PROP. R
10' 30' 10' t
SHDR. NEW PA wMENT' I SHDR,
ALL/LR Al vcivuc
STA. I0+15.24 TO STA. 55+83. 30
N. T.S
STREET IMPROVEMENT PLANS
1 MAX
rime SHEET SHEET, " "
ALDER AVENUE WNW=
IN THE CITY OF AMUW
RIALTO GWG. W. ZRGZ
GT -07? 5
Construction contractor agrees that in Cofornio Council
accordance with generally accepted ofGvl&4-aerr
construction practices, construction &londSurveyou
contractor will be required to assume sole
and complete responsibility for job site conditions during the
course of construction of the project, including safety of all
persons and property, that this requirement shall be made to
apply continuously and not be limited to normal working
hours, and construction contractor further agrees to defend,
indemnify and hold design professional harmless from any
NOTE
and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability
arising from the sole negligence of design professional.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
All contractor and subcontractorserformin work shown on
P 9
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
or related to these plans shall conduct their operations so
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
that employees are provided a safe place to work and the
TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN
public is protected. All contractors and subcontractors shall
EFFECT.
comply with the "Occupational Safety and Health
Regulations" of the U.S. Department of Labor and with the
State of California Department of Industrial Relations
"construction Safety Orders". The Civil Engineer shall not be
responsible in any way for the contractor or subcontractors
compliance with said regulations and orders.
PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
W
The existence and approximate location of any underground
utilities or structures shown on these plans are obtained by a
W
W
search of available records. To the best of our knowledge,
z
there are no existing utilities or structures except as shown
Q
on these plans. The engineer assumes no liability as to the
exact location of said lines nor for utilities or irrigation lines
ROUTE 30
whose locations are not shown. The contractor shall be
responsible for notifying all utility and irrigation companies
prior to work on excavation to determine exact location of all
lines affecting this work, whether or not shown heron, and
for any damage or protection of these lines.
The contractor shall call in a location request to
ROAD Underground Service Alert (U.S.A.) Phone 1-800-422-4133
two (2) working days prior to digging. No construction
permit issued by Public Works Department shall be valid
v CITY LIMIT LINE involving underground facilities unless the applicant has an
0 inquiry identification number issued by U.S.A.
l4)
EXIST RIW
V2
0° a 10°
ALDER AVENUE
STA. 14t91.95 TO STA. 16159.87
N. T.S.
2'
J
1
ixisT 8'0 CURB
& GUT7rR
if ! EXIST PA VEMENT A
FUTURE
RIW
50°
UL TMA TE RIW UL TiMA TE RIW
30 , 32' 50°
EXIS T RIW EXIST RIW OR CITY PROPERTY i
t
15 15' 15MOW AID 1"r mrw pwir
VARIES VARIES VARION.ES 5' lo' 20° 18
322T ®10'Io I 32' - 20' 30' - 10' t NEW PA VFMENT EX/ST PVAGIT i ' -15 =-18 E
I° 1 10' 5' t I EX/ST. PST.
ROFESS/
BR
w o Call: TOLL FREE _A DEI[ AEUE A,la iY ANUE _
LU 0 No. 4 1 };
16-800 STA. 10+60.99 TO STA. 14+91.95 STA. 1T+60.00 TO STA. 21+00 Exp C.
227-2600 N. T.S, N. T.
o ai, . i tiau_ato
U'' CITY OF FO NTANA, CALIFORNIA PLANNING DESIGN CONSULTATION FlEL
� SB MARK R
0 OfNCMV-A k 9007 Arrow Route, 120
j CAL TRANS DESIGNA TION.- 17-C-88 g g CA 91730
Rancho Cucamonga,
O ELEVAT7`ON.• 150771' °i�" `' BASELINE ROAD As Noted& 0 (909) 948-3450
N AND FAX: (909) 948-2750
It CAL TRANS BRASS DISK ON 2" IP IN CONCRETE' 24' W1 OF CENTERLINE A E 4VENUE Land Planning
.02
LO OF ALDER A VENUE & 400'6 S% HIGHLAND A l/ENUE, 4' S/ PPI 60758E Civil Engineering
.. OM aY. DROM 1O.: °� Land Surveying
28G2
rr
1:
. , DON BROOKS, R.CE 41829 EXP._ .3_..31 _ D4
tAN-A
. �
I Aw� 111A
STA. 22*41.33 TO STA. 23+24.82
STA. 24+56.82 TO STA. 37+00
N. T.S.
® BOOK REF.
EVISiONS I APPR DATE
2.• 1
,aj
a
ALDER AVENUE
STA. 23124.82 TO STA. 24156.82
N. T.S.
! 01EXIST. 8" CURB
do GUTTER
RE OW EXIST. PA WMENT `^J
FUTURE PROP.
RIW 50' SaRIW
{ _ _I
UL 77MA TE RIW
EXIST GROUND
-o
2. 1 Mo
JAMES
E. KINLEY
34908
ro ., _ , .
C � 1
A:
e
Cff
JAMES KI
r _ .
•$8 EXP..,7z26111=9)L
..
PROP. R
10' 30' 10' t
SHDR. NEW PA wMENT' I SHDR,
ALL/LR Al vcivuc
STA. I0+15.24 TO STA. 55+83. 30
N. T.S
STREET IMPROVEMENT PLANS
1 MAX
rime SHEET SHEET, " "
ALDER AVENUE WNW=
IN THE CITY OF AMUW
RIALTO GWG. W. ZRGZ
GT -07? 5