HomeMy WebLinkAbout3153-2GENERAL NOTES:
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SECTION 4216/4217 OF THE GOVERNMENT
CODE DIG ALERT
oNUMBER BE ISSUED BEFORE i
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CAU
UNDERGROUND SERVICE ALERT-
• 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISION DESCRIPTION
PROJECT SPECIFIC NOTES:
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO ."
1. GENERAL
PLACEMENT.
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R
i`LCPF.t
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PRIOR - . TO BEGINNING :THE PROPOSED ' ".SEWER CONSTRUCTION IN
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MiNiMUM AND SUBJECT TO REVISION AND
CHERRY AVENUE, COUNTY WILL CLEAR RIGHT-OF-WAY, INCLUDING
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION
RELOCATION OF EXISTING POWER AND UTILITY POLES. UPON
CURS OPENING DETAIL STD. 410.206a
OF ROUGH GRADING.
COMPLETION OF RIGHT-OF-WAY CLEARING, THE CiTY WILL ISSUE A
PISA:.v
NOTICE, TO PROCEED.
32.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO
CiTY WILL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF
LOYMANHOLE
THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
SAN BERNARDiNO TRANSPORTATION DEPARTMENT (FOR WORK TO BE
�So/1dT
PERFORMED WITHIN COUNTY _°RIGHT-OF-WAY).
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED " TO FINISHED.
12 D.C.
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT ALL TIMES
a
DURING CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PERMITTED
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BY THE CITY. NO CLOSURE OF CHERRY AVENUE WILL BE PERMITTED.
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO --THE SATISFACTION ' OF THE CITY
CHERRY AVENUE iS A BUS ROUTE FOR OMNITRANS- AND FONTANA
®-
TRAFFIC ENGINEER.
UNIFIED SCHOOL DISTRICT. CONTRACTOR SHALL ACCOMMODATE BOTH
THICKNESS SHALL BE SHOWN ON
AS REQUIRED TO MAINTAIN SERVICE.
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
PLANS FOR METAL PIPE.
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE .CITY ENGINEER.
SLOPE FLOOR 10 PER FOOT
NtiWEL
36.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
2. NOTIFICATIONS
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR
SHALL POST CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN
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OPTIONAL
CONSTRUCTION WILL BEGIN AND CONTRACTOR'S NAME AND PHONE
EL . S WPI
City of Fontana, utilitynotification list:
NUMBER.
JOINTS
Ci of Fontana Pacific Betl�=Co:
City General Telephone' --'Go
IN` "ADDITION TO NOTIFICATIONS ;SPEGIFIED=.:IN THE CONSTRUCTION
Attn: Grace Martinez Attn: Virginia ..Becker:: Attn. Steve Hock
"'SPECIFICATIONS (GENERAL CONDITIONS; UTILITY REQUIREMENTS),
8353 Sierra Avenue 3939 E. Coronado Street 1400 E. Phillips Blvd.
CONTRACTOR SHALL NOTIFY RESIDENTS AND COMMERCIAL
Fontana, CA. 92335 Anaheim, CA. 92807 Ontario, CA. 91766
ESTABLISHMENTS OF IMPENDING WORK. PRINTED NOTICES, PROVIDED
(909) 350-6522 (714) 666-5467 (800) 422-4133
BY CiTY, SHALL BE DELIVERED TO ALL RESIDENTS AND COMMERCIAL
������ P i PE
ESTABLISHMENTS IN THE VICINITY OF THE WORK AT LEAST SEVEN
TOP SLAB AND WALLS.
So. Calif. Gas Company Underground Service Alert Fontana Water Company
DAYS iN ADVANCE OF CONSTRUCTION.
3- CURB 9 GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED
Attn: Dennis Freeman (800) 227-2600 Attn: Michael K. Mcgraw
SAN BERWIMO aXII0YTRAi1L4 DE ITMME Mr
TYPE P n�ac
1981 W. Lugonia avenue 8440 Nuevo Avenue
SAID NOTICES SHALL FIRST BE APPROVED BY THE CITY AND SHALL
Redlands, CA. 92374 Adelphia (Cable TV) Fontana, CA. 92235
CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES WORK WILL
(909) 335-7547 Attn: Jack Hayes (909) 822-2201
BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND
BASIN
Emergencies: (800) 427-2200 1205 Dupont Ave. Fax: (909) 823-5046
PARKING WiLL BE RESTRICTED, AND NAMES OF STREETS WHiCH WILL
Ontario, CA. 91761
BE CLOSED TO THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE
So. Calif. Edison Company (909) 390-4738
RESTRICTED.
300 N. Pepper Avenue
Rialto, ca. 92376
IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS
(909) 820-5598 - Underground
AFFECTED BY CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE
(909) 875-5100 - Transmission
ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. iF
(213) 637-1233 - Pipelines
CONTRACTOR RECEIVES COMPLAINTS DIRECTLY, HE SHALL REPORT
(909) 357-6223
SAME IMMEDIATELY TO THE CITY. THEREAFTER, HE SHALL TAKE
(909) 422-4133
IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE
CITY.
1 "Xr ` 1
FOR LENGTHS OVER ? A SUPPORT SOL`r SHALL BE JSED
,SEE STANDAROS20601
1
i
I 2114 BARS %
1 � FRAME &covER
(EXTRA] � STD010.204
I
I �
i 1 CUR LINE
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4'3f =LO4 L:N'c
11,CEXPANSION ° LA II
MATERIAL
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i`LCPF.t
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4`R: 1
CURS OPENING DETAIL STD. 410.206a
PISA:.v
.EE L Ps
a
LOYMANHOLE
.a- LOCAL DEPRESSION
�So/1dT
.
ST0. NO. 203
12 D.C.
a
PIPE TYRE 5 SIZE SMALL BE
e
. •
SHOWN ON PLANS
®-
THICKNESS SHALL BE SHOWN ON
PLANS FOR METAL PIPE.
�' •
-_: -t'
SLOPE FLOOR 10 PER FOOT
NtiWEL
i
MOALOL
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OPTIONAL
EL . S WPI
•
JOINTS
ON
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o e•� -
a .p
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•
a _0 e e .
�
-
o•
DETAIL. 0F REINEMCEe_MCNI
SEgT aN
������ P i PE
L ALL REINFORCING SHALL BE 4 BARS at 12" O.C. BOTH WAYS tea
TOP SLAB AND WALLS.
2. CATCH BASiN SHALL 3E CONSTRUCTED OF CLASSW CONCRETE.
3- CURB 9 GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED
PRIOR TO CONSTRUCTING TOP OF CATCH BASiN.
SAN BERWIMO aXII0YTRAi1L4 DE ITMME Mr
TYPE P n�ac
r� d
John R. Shone
206CATCH
Director of Tronsportatlon
BASIN
L.D.
2151 #' CENTER i
SUITE ii
ONTARIO, i 91764 -a i
.i. 937-0200
ti
16434 DATE
XPIRES 6-30-05
2x4'I REDWOOD
STAKE AT 2'1 O.C.
NOTE:
USE 16d GALVINIZED NAILS
USE 1 x12nx2'-On SPLICE
BLOCK AT SPLICES
CONSTRUCTION NOTES FOi `R
STREET IMPROVEMENTS
1L as NE
AVEPTU CITMNuS
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44' 44'
12' 32' 32' 12' �.
0.5' 6' 18' -18' 6' 0.5'
Existing Pavement
0.08' 10 I 0.08' I
LEVEL LINE
I 2 p�oj (2.Q,T):R•;
10303030303
CITRUS AVENUE
TYPICAL SECTION
STA. 10+40.00 TO 37+44,53
HORIZ: 101
VERT.: 1 "=2'
T®1.=7.0
d
I, it
I 88 i
32' 32' 12'
0.5' 6' 18' 18'
0. Be
1 LEVEL LINE
• 10 `I
EXISTING CURB & GUTTER.
2
CITRUS AVENUE
TYPICAL SECTION
STA. 37+4.4.53 TO 44+01.62
HORIZ: 1 "=20'
VERT.: 1®=2°
T.B.=7.0
3:1
Of �1
1 88
12 32' 32' 12'
6' .I 0.5'
I
I 0.08'
_ - - - - LEVEL LIiVE- - _ -
0.
EXISTING CURB & GUTTER
CITRUS AVENUE
TYPICAL SECTION
STA. +01.62 TO 56+00.00
HORIZ: VIII -20'
VERT.: 10=2'
T®I.=7.0
88'
i
TYPICAL 56+00.00 i *•,
HORIZ:0.