HomeMy WebLinkAbout3199-2( I-%
3ENERAL NOTES:
1, Curve data refers to the face of curb.
2. Contractor- to install pavement markings and striping as reqUired by the City
Engineer.
1 All work shall be in accordance with these plans, the City of Fontana
standard plans, the contract provisions and the standard specifications for
pubIic works construction ("Green Book"). Ali reference specifications and
standards shall be the latest edition Unless otherwise noted.
4, ConstrUction permits shall be obtained fr(,,)rTi the City of FonLana Community
Development department, Engineering division prior to the
Start of any work. Inspection coordination shall be requested at
Least two working days prior to the start of any work in public
right--of---way within the City limits. Call (909) 350--76M
5, The contractor shall not operate any fire hydrant or water main Valves,
Contractor sh0 coordinate with the appropriate water
Company for volve operotion and water requirements,
6� Stationing refers to the centerline of street except where otherwise noted,
7, The locations of utilities shown have been determined from available
information, However, it shall be the responsibility of the contractor to
determine, in the field, the true location and elevation of any existing utilities,
and to exercise proper precaution to avoid damage thereto, The contractor
shall contact undergrOUnd service alert at 1-800-227-2600 two working
days be -fore excavation.
8. All manholes, clean out frames, covers and valve boxes shall be
Raised to finished grade by the paving contractor upon completion of
Paving,
9, Refer to City of Fontana, underground utility location standard detail 129,
M The contractor shall coordinate construction with all utility companies
including, but not limited to, gas, telephone, electric, cable television,
landscaping, landscape irrigation, domestic water, reclaimed water, sewer,
storm drain, flood control and caltrans, All utility companies shall be given
two working doys notice prior to work oround their facilities,
11 .� As built drawings shall be provided by the contractor -to the Engineer for
record, who shall provide record drawings to the City Engineer.
12� Contractor is instructed to refer to these plans and the specifications and
where there is at- may be a conflict shall immediately report said conflict or
possible conflict to the owners representative.
13, When conflict is found to exist in the contract documents that can not be
resolved by reference to precedence provisions in the "Green Book", the
contractor shall immediately report said conflict to the City Engineer for
resolution,
14� Approved soil sterilant is reqUired under all new permanent asphalt pavement
prior to placement.
15. All exposed concrete surfaces shall conform in grade, color and finish to
match existing concrete.
16. Type, location and width of driveway approach aprons will be determined (it
the time of construction and shall conform with the city of fon-Lana
standard details. Exact location to be deterrnined with resident prior to
construction,
17� No concrete shall be placed Until the forms and reinforcing steel have been
placed, inspected and approved,
'I & No trench backfM shall take place without prior approval of the City
inspector.
19, The contractor shall not cause any excavated material, mud silt or debris to
be deposited onto public or private property adjacent to the right of way
during construction without prior written approval. Any mud or debris on
public property shall be removed immediately. Dust shall be controlled by
watering or other approved method throughout the grading operations.
M Estimate of quantities is provid(-id by the engineer only for the convenience of
the developer, The contractor sholi make his own bid. Any item of work
required by these plans which is not specifically listed in the estimate of
quantities shall be considered as included in the other iterns of work,
21 � All backfill to be certified by �the Soils Engineer.
22, It shall be the responsibility of the contractor to maintain barricades,
deliheators or other,- traffic control at all times.
21 A Geotechnicai Engineer shall certify all backfill compaction. Failure to obtain
the required density sholt require reworking of that portion of the work untiI
the specified density is obtained,
24. All materials and methods are subject to the approval of the City Engineer".
25, Adequate construction control stakes shall be set by the Engineer to enable
the contractor to construct the work to plan grades, The contractor shall be
responsible for the preservation of benchmarks and construction control
staking during construction.
26� Care should be taken to prevent grades, ditches, and swales frorn
undermining street improvements. Upon inspection of the site, the city
engineer may require temporary non-erodeable swales entering or leaving
improvernents.
27� If existing utilities or any other facilities conflict with the proposed
improvements, the contractor shall notify the engineer and all affected
agencies immediately,
28. T'he contractor shall maintain access for local residents and businesses at all
times, A minin"ium twelve foot lone shall be maintained at all times in the
closure area for residents and emergency vehicles,
29� No material or equipment shall be stored in the public right of way without
obtaining a separate permit for that purpose,
M The contractor shall provide and maintain an effective means of dUSt control,
including adequate watering, at all times,
31, The contractor shall conform to all traffic control policies, methods and
procedures described in the "W,A,T,C,H, manual", latest edition unless
otherwise directed by the City Traffic Engineer,
32, Upon completion of construction, contractor shall restore all signing, striping,
barricades, and other traffic control devices 'to the satisfaction of the City
Traffic Engineer,
33, No open trench shall be allowed at the end of the day without prior approval
of the city engineer,
34, Care should be taken to prevent grades, ditches and swoles from underrnining
street improvements, Upon inspection of the site, the city engineer may
require temporary gunite swales, entering or leaving improvements,
35, All Utility companies shall be given 48 hours notice prior to work around
their facilities,
36, Actual thickness of A,C. pavement and/or base course material -for structural
street section shall be recommended by a geotechnical engineering report and
submitted to the City of Fontana for approval upon completion of rough
grading.
37, Pavement structural sections shown are rninirnum ond subject to revision and
approval of the city as required by soils tests taken after completion of
rough grading.
38� The contractor shall not &turb exist�ng survey monuments or bench marks
noted on the plans, or found during construction without prior notification to
the civil engineer. Rernoval and replacement shall be done by a Registered
Civil Engineer or Licensed Land Surveyor, Survey monuments which will be
destroyed as a result of this construction shall be replaced. Contractor shall
notify Registered Civil Engineer or licensed land surveyor one week prior to
constrUCti0n so that Lies to monuments can be establised for later
replacement of said monuments by said Registered Civil Engineer or Licensed
Land Surveyor.
39. City of Fontana, Utility notification list:
City of Fontana Pacific Bell Co,
Attn: Leticia Ortiz Attn: Virginia Becker
8353 Sierra Avenue 3939 E. Coronado Street
Fontana, CA. 92335 Anaheirn, CA. 92807
(909) 350-6501 (714) 666--5467
Underground Service Alert
So. Calif, Gas Company (800) 422-4133
Attn: Dennis Freeman
1981 W, Lugonia avenue Adelphia (Cable TV)
Redlands, CA. 92374 Attn: Jack Hayes
(909) 335---7547 '1205 Dupont Ave,
Emergencies: (800) 427-2200 Ontario, CA. 91761
(909) 390-4738
So. Calif, Edison Company
300 N. Pepper Avenue General Telephone Cornpany
Rialto, CA. 92376 Attn: Steve Hock
(909) 820--5598 - Underground 14,00 E. Phillips Blvd.
(909) 875--5100 - Transmission Ontario, CA. 91766
(213) 637---1233 --- Pipelines (800) 422-4133
(909) 357-6223 Fontana Water Company
(909) 422-4133 Attn- Michael K. Mcgrow
Ti rn a Warner Telecom 8440 NUevo Avenue
Attn: Dean Castle Fontana, CA. 92235
521 West Rialto Ave, (909) 822--2201
Rialto, CA. 92376 Fax: (909) 823--5046
(909) 877--8905
SIEWER GENERAL, NQTESI�-
1 , All work shall be in accordance with these plans, the city of fontano
standard plans, the contract provisions and the standard specifications for
public works construction ("green book"), All reference specifications and
standards shall be the latest edition unless otherwise rioted.
2, When a technical conflict is found to exist in the contract docurnents that
can not be resolved by reference to precedence provisions in the "green
book", -the contractor shall immediately report said conflict to the city
engineer for resolution,
3, All materials and methods are subject to the approval of the city engineer.
4� Construction permits shall be obtained from the city of fontana community
development department, engineering division, prior to the start of any work,
Inspection coordination shall be requested at [east two working days prior to
the start of any work in public right--of.-way within the city limits, Call (909)
350--761 O�
5. The contractor sholl conform to all traffic control policies, methods and
procedures described in the state of colifornic, manual of traffic contro�s,
latest non -metric edRion, unless otherwise directed by the city troffic
engineer,,
6, It shall be the responsibility of the contractor to maintain barricades,
delineators or other traffic control devices at all times.
7� The contractor shall obtpin a permit to perform excavation or trench work
for trenches 5 feet or greater in depth from the colifornia state division of
industrial safety,,
8. The walls and faces of all excavations greater thon five (5) feet in depth
shall be guarded by shoring, sloping of the ground or other approved means
pursuant to the requirements of the division of industriaI safety of the state
of california, Trenches less than five (5) feet shall also be guarded when the
potential exists for ground movement,
9. No material or equipment shall be stored in the public right of way without
obtaining a separate permit for that purpose,
M The locations of utilities shown have been determined frorn available
information, however, it shall be the responsibility of the contractor to
determine, in the field, the true location and elevation of any existing utilities,
and to exercise proper precaution to avoid darnoge thereto. The contractor
shall contact undergrec)und service alert (it 1-800-227--2600 two working
days before excavation,
11, The contractor shall coordinate construction with all utility companies
including, but not limited to, gas, telephone, electric, cable television,
landscaping, landscape irrigation, domestic water, reclaimed water, sewer,
storm drain, flood contral and caltrans. All utility companies shall be given
two working days notice prior to work around their facilities.
12� The contractor shall not. operate any fire hydrant or water main valves
without appropriate agency authorization. Contractor shall coordinate with the
appropriate woter company for valve operation and water requirements,
11 Station�ng refers to the centerline of street except where otherwise noted,
14, Adequate construction control stakes shall be set by the engineer to enable
the contractor to construct the work to the plan grodes. The contractor shall
be responsible for the preservation of benchmorks and construction control
staking during construction,
15, The contractor shall not disturb existing survey monuments, monument ties or
bench marks Mthout prior notification to the city engineer.
16� Rernoval and replacement of existing survey control, including survey
monuments, monument ties and bench marks, shall be done by a registered
civil engineer or licensed land surveyor, Survey monuments that will be
destroyed os a result of this constn.jction shall be replaced. The contractor
sholl notify the engineer one week prior to construction so that ties to
monuments can be established for later replacement of the monument,
17� 'The contractor shall maintain access for local residents and businesses at all
times, A minimum 12 foot [one shall be maintained at all times in the
construction orea for residents and emergency vehicles.
'18. The contractor shall provide and maintain an effective means of dust control,
including adequate watering, at all times.
19. The contractor, shch not cause any excavated material, mud, silt at- debris to
be deposited onto public or private property adjacent to the right of way
during construction without prior written approval,
20, No trench backfill shall take PIOCE.1 without prior Approval of the city inspector
21� A geotechnical engineer shall certify all backfM Compaction, Failure to obtain
the required density shall Require re --- working of 'that portion of the work until
the Specified density is obtained.
22� Care should be tolken to prevent grades, ditches, and Swales frorn
undermining street improvements, Upon inspection Of the site, the city
engineer may require temporary Non --- erodeable swales entering or, leaving
improvements,
21 All exposed concrete Surfaces shall conform in grade, Color and finish to
motch existing concrete,
24� If sewer construction is to be done in phases, the Contractor shall provide a
terminal cleanout at the phase Boundary, not more than 150 feet from the
downstrearn Manhole, see city of 'fontano standard detail for terminal
CleanOLA.
25� Sanitary sewer lines shall be constructed of bell and Spigot or bond sea[
type vitrified clay pipe (v,c.p,) extra Strength class and shall conform to the
provisions of the Astrn designation c700 for v,c,p,
26, No open trench shall be allowed at the end of the day Without prior approval
of the City Engineer,
27 � Short vcp stubs with flexible compression Joints shall be Used ot manhole
wads to allow for rninor deflections in Alignment.
28. Prior to construction, -the contractor shall expose Existing facilities, and verify
elevation and location of Connections. City approval of connections to existing
Facilities does not imply correctness of elevations or Locations shown on the
plons.
29� All 6" commercial laterals shall be installed at a 2% minimum Grade unless
otherwise approved by the city engineer,
'30,
Terminate all 6" commerciol sewer laterals 0,5 -feet outside The lot with a
plug,
31�
The sewer contractor shall starnp an "s" in the face of The curb at the
location of the sewer lateral,
32,
If existing utilities or any other facilities conflict with The proposed
improvernents, the contractor sholl notify the Engineer and all affected
agencies immediately.
33,
No concrete shall be placed until the forms and Reinforcing steei have been
placed, inspected and approved.
34,
All underground utilities sholl be installed, tested and Approved prior to paving
of streets.
35,
Approved soil sterilant is required under all new asphalt Pavement prior to
placement.
M
All rTianholes, cleanout frornes, covers and valve boxes Sholl be raised to
finished grade by the paving contractor Upon completion of paving,
37�
Upon completion of construction, contracLor shall Restore all signing, striping,
barricades, and other traffic Control devices to the satisfaction of the city
-traffic Engineer-,
38.
As --built drawings shall be provided by the contractor to The engineer of
record, who shall provide record drawings To the city engineer
39, Prior to air testing, sewer main sholl be balled and flushed.
40. Contractor shall provide camera inspection (video) of completed system,
M
12'
0.5' Varies
0,0' to
M4'
2:1 SLOPE TO
MATCH EXIST.
�_: I
OLD
LJ
Varies 32' to 34' Varies 32' to 51.9'
Varies 20' Varies 12' to 1"51,9'
20' to 22' 6�5� 5Y
1 0� 2.00% Varies
LIEVE-1 LINE
.00%
11 2 2
MANGO AVENUE
TYMCAL SECTION
STA. 23+22.28 TO 25+2&08
HORIZ: 1"=10'
VERT,: 1"=2'
T.L=7.0
0
><
Varies 1 34' to 38'
OLD
q�,
3 Existing
Ground
A
Varies 51.9' to 89'
Varies 131,9' to 55'
co
X
bi
MANGO AVENUE
TYPICAL SECTUO�_'
STA. 25+28.08 TO 29--1-17.31
HORIZ: 1"=10'
VERT.: 1 "=2'
T.L=7.0
rk
X
UndeirgEound ServiceMert
SECTION 421(�5/4-217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALEIRT IDENTIFICKFION
n
NUMBER BE ISSUED BEFORE A PERMIT TO
35'
EXCAVATE WILL BE VALID
20'
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD,
TOLL FREE 1 -800--227-2600
(5)--
TWO WORKING DAYS BEFORE YOU DIG
JN 12417 City of
Fontana
Re� \\steve\E\dwg\l 2417\1 2417st2.dwg 12/03/01
31, The contractor shall conform to all traffic control policies, methods and
procedures described in the "W,A,T,C,H, manual", latest edition unless
otherwise directed by the City Traffic Engineer,
32, Upon completion of construction, contractor shall restore all signing, striping,
barricades, and other traffic control devices 'to the satisfaction of the City
Traffic Engineer,
33, No open trench shall be allowed at the end of the day without prior approval
of the city engineer,
34, Care should be taken to prevent grades, ditches and swoles from underrnining
street improvements, Upon inspection of the site, the city engineer may
require temporary gunite swales, entering or leaving improvements,
35, All Utility companies shall be given 48 hours notice prior to work around
their facilities,
36, Actual thickness of A,C. pavement and/or base course material -for structural
street section shall be recommended by a geotechnical engineering report and
submitted to the City of Fontana for approval upon completion of rough
grading.
37, Pavement structural sections shown are rninirnum ond subject to revision and
approval of the city as required by soils tests taken after completion of
rough grading.
38� The contractor shall not &turb exist�ng survey monuments or bench marks
noted on the plans, or found during construction without prior notification to
the civil engineer. Rernoval and replacement shall be done by a Registered
Civil Engineer or Licensed Land Surveyor, Survey monuments which will be
destroyed as a result of this construction shall be replaced. Contractor shall
notify Registered Civil Engineer or licensed land surveyor one week prior to
constrUCti0n so that Lies to monuments can be establised for later
replacement of said monuments by said Registered Civil Engineer or Licensed
Land Surveyor.
39. City of Fontana, Utility notification list:
City of Fontana Pacific Bell Co,
Attn: Leticia Ortiz Attn: Virginia Becker
8353 Sierra Avenue 3939 E. Coronado Street
Fontana, CA. 92335 Anaheirn, CA. 92807
(909) 350-6501 (714) 666--5467
Underground Service Alert
So. Calif, Gas Company (800) 422-4133
Attn: Dennis Freeman
1981 W, Lugonia avenue Adelphia (Cable TV)
Redlands, CA. 92374 Attn: Jack Hayes
(909) 335---7547 '1205 Dupont Ave,
Emergencies: (800) 427-2200 Ontario, CA. 91761
(909) 390-4738
So. Calif, Edison Company
300 N. Pepper Avenue General Telephone Cornpany
Rialto, CA. 92376 Attn: Steve Hock
(909) 820--5598 - Underground 14,00 E. Phillips Blvd.
(909) 875--5100 - Transmission Ontario, CA. 91766
(213) 637---1233 --- Pipelines (800) 422-4133
(909) 357-6223 Fontana Water Company
(909) 422-4133 Attn- Michael K. Mcgrow
Ti rn a Warner Telecom 8440 NUevo Avenue
Attn: Dean Castle Fontana, CA. 92235
521 West Rialto Ave, (909) 822--2201
Rialto, CA. 92376 Fax: (909) 823--5046
(909) 877--8905
SIEWER GENERAL, NQTESI�-
1 , All work shall be in accordance with these plans, the city of fontano
standard plans, the contract provisions and the standard specifications for
public works construction ("green book"), All reference specifications and
standards shall be the latest edition unless otherwise rioted.
2, When a technical conflict is found to exist in the contract docurnents that
can not be resolved by reference to precedence provisions in the "green
book", -the contractor shall immediately report said conflict to the city
engineer for resolution,
3, All materials and methods are subject to the approval of the city engineer.
4� Construction permits shall be obtained from the city of fontana community
development department, engineering division, prior to the start of any work,
Inspection coordination shall be requested at [east two working days prior to
the start of any work in public right--of.-way within the city limits, Call (909)
350--761 O�
5. The contractor sholl conform to all traffic control policies, methods and
procedures described in the state of colifornic, manual of traffic contro�s,
latest non -metric edRion, unless otherwise directed by the city troffic
engineer,,
6, It shall be the responsibility of the contractor to maintain barricades,
delineators or other traffic control devices at all times.
7� The contractor shall obtpin a permit to perform excavation or trench work
for trenches 5 feet or greater in depth from the colifornia state division of
industrial safety,,
8. The walls and faces of all excavations greater thon five (5) feet in depth
shall be guarded by shoring, sloping of the ground or other approved means
pursuant to the requirements of the division of industriaI safety of the state
of california, Trenches less than five (5) feet shall also be guarded when the
potential exists for ground movement,
9. No material or equipment shall be stored in the public right of way without
obtaining a separate permit for that purpose,
M The locations of utilities shown have been determined frorn available
information, however, it shall be the responsibility of the contractor to
determine, in the field, the true location and elevation of any existing utilities,
and to exercise proper precaution to avoid darnoge thereto. The contractor
shall contact undergrec)und service alert (it 1-800-227--2600 two working
days before excavation,
11, The contractor shall coordinate construction with all utility companies
including, but not limited to, gas, telephone, electric, cable television,
landscaping, landscape irrigation, domestic water, reclaimed water, sewer,
storm drain, flood contral and caltrans. All utility companies shall be given
two working days notice prior to work around their facilities.
12� The contractor shall not. operate any fire hydrant or water main valves
without appropriate agency authorization. Contractor shall coordinate with the
appropriate woter company for valve operation and water requirements,
11 Station�ng refers to the centerline of street except where otherwise noted,
14, Adequate construction control stakes shall be set by the engineer to enable
the contractor to construct the work to the plan grodes. The contractor shall
be responsible for the preservation of benchmorks and construction control
staking during construction,
15, The contractor shall not disturb existing survey monuments, monument ties or
bench marks Mthout prior notification to the city engineer.
16� Rernoval and replacement of existing survey control, including survey
monuments, monument ties and bench marks, shall be done by a registered
civil engineer or licensed land surveyor, Survey monuments that will be
destroyed os a result of this constn.jction shall be replaced. The contractor
sholl notify the engineer one week prior to construction so that ties to
monuments can be established for later replacement of the monument,
17� 'The contractor shall maintain access for local residents and businesses at all
times, A minimum 12 foot [one shall be maintained at all times in the
construction orea for residents and emergency vehicles.
'18. The contractor shall provide and maintain an effective means of dust control,
including adequate watering, at all times.
19. The contractor, shch not cause any excavated material, mud, silt at- debris to
be deposited onto public or private property adjacent to the right of way
during construction without prior written approval,
20, No trench backfill shall take PIOCE.1 without prior Approval of the city inspector
21� A geotechnical engineer shall certify all backfM Compaction, Failure to obtain
the required density shall Require re --- working of 'that portion of the work until
the Specified density is obtained.
22� Care should be tolken to prevent grades, ditches, and Swales frorn
undermining street improvements, Upon inspection Of the site, the city
engineer may require temporary Non --- erodeable swales entering or, leaving
improvements,
21 All exposed concrete Surfaces shall conform in grade, Color and finish to
motch existing concrete,
24� If sewer construction is to be done in phases, the Contractor shall provide a
terminal cleanout at the phase Boundary, not more than 150 feet from the
downstrearn Manhole, see city of 'fontano standard detail for terminal
CleanOLA.
25� Sanitary sewer lines shall be constructed of bell and Spigot or bond sea[
type vitrified clay pipe (v,c.p,) extra Strength class and shall conform to the
provisions of the Astrn designation c700 for v,c,p,
26, No open trench shall be allowed at the end of the day Without prior approval
of the City Engineer,
27 � Short vcp stubs with flexible compression Joints shall be Used ot manhole
wads to allow for rninor deflections in Alignment.
28. Prior to construction, -the contractor shall expose Existing facilities, and verify
elevation and location of Connections. City approval of connections to existing
Facilities does not imply correctness of elevations or Locations shown on the
plons.
29� All 6" commercial laterals shall be installed at a 2% minimum Grade unless
otherwise approved by the city engineer,
'30,
Terminate all 6" commerciol sewer laterals 0,5 -feet outside The lot with a
plug,
31�
The sewer contractor shall starnp an "s" in the face of The curb at the
location of the sewer lateral,
32,
If existing utilities or any other facilities conflict with The proposed
improvernents, the contractor sholl notify the Engineer and all affected
agencies immediately.
33,
No concrete shall be placed until the forms and Reinforcing steei have been
placed, inspected and approved.
34,
All underground utilities sholl be installed, tested and Approved prior to paving
of streets.
35,
Approved soil sterilant is required under all new asphalt Pavement prior to
placement.
M
All rTianholes, cleanout frornes, covers and valve boxes Sholl be raised to
finished grade by the paving contractor Upon completion of paving,
37�
Upon completion of construction, contracLor shall Restore all signing, striping,
barricades, and other traffic Control devices to the satisfaction of the city
-traffic Engineer-,
38.
As --built drawings shall be provided by the contractor to The engineer of
record, who shall provide record drawings To the city engineer
39, Prior to air testing, sewer main sholl be balled and flushed.
40. Contractor shall provide camera inspection (video) of completed system,
M
12'
0.5' Varies
0,0' to
M4'
2:1 SLOPE TO
MATCH EXIST.
�_: I
OLD
LJ
Varies 32' to 34' Varies 32' to 51.9'
Varies 20' Varies 12' to 1"51,9'
20' to 22' 6�5� 5Y
1 0� 2.00% Varies
LIEVE-1 LINE
.00%
11 2 2
MANGO AVENUE
TYMCAL SECTION
STA. 23+22.28 TO 25+2&08
HORIZ: 1"=10'
VERT,: 1"=2'
T.L=7.0
0
><
Varies 1 34' to 38'
OLD
q�,
3 Existing
Ground
A
Varies 51.9' to 89'
Varies 131,9' to 55'
co
X
bi
MANGO AVENUE
TYPICAL SECTUO�_'
STA. 25+28.08 TO 29--1-17.31
HORIZ: 1"=10'
VERT.: 1 "=2'
T.L=7.0
rk
X
Existing Pavement
Existing 5
Ground - Grin(
ZI
77'
CONSTRUCTION NOTES FOR
STREET IMPROVEMENTS
MANGO AVENUE
BASELINE AVE. TO WABASH AVE.
BASELINE AVENUE
TYPICAL KUM
SIA 247+02.88 TO 250+42.88
HORlZ: 1"=10'
VERT.: 1 "=2'
T. 1. = 10.0
3:
X
66'
Varies '
to 28
2'
1 ___--._1_
Varies 18' to 46'
40'
01---_
CONSTRUCT 4.5" AC OVER 6" C.A.B. (SEE GENERAL NOTE
NO.'S 36 & 37)
35'
20'
Existing Pavement
Existing 5
Ground - Grin(
ZI
77'
CONSTRUCTION NOTES FOR
STREET IMPROVEMENTS
MANGO AVENUE
BASELINE AVE. TO WABASH AVE.
BASELINE AVENUE
TYPICAL KUM
SIA 247+02.88 TO 250+42.88
HORlZ: 1"=10'
VERT.: 1 "=2'
T. 1. = 10.0
3:
X
66'
Varies '
to 28
2'
1 ___--._1_
Varies 18' to 46'
SHOULD CONSTRUCTION OF 'THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF 'THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
N
CITY OF FONTANA, CALIFORNIA
MANGO AVENUE
MANGO AVENUE STREET IMPROVEMENTS SCALE:
RCH AS NOTED
BASELINE AVETO WABASH AVE.
DESIGNED BY:
('JonstrUction Not §3 and T pical Sections
11 YNI�, DEC. 2001
CEB
ATE DRAWING 2
,APP VED,
11"J3
�R 51152
CEB -ITY EN�,_1NF`F-_R______ 3199 13
Mylar: 08/21/02
ONSTRUCTION NOTES
01---_
CONSTRUCT 4.5" AC OVER 6" C.A.B. (SEE GENERAL NOTE
NO.'S 36 & 37)
CONSTRUCT 8" CONCRETE CURB AND GUTTER
PER CITY OF FONTANA STID, 1001
(DI
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD,
'1015 (S=5'),
(5)--
CONSTRUCT 6,5" AC OVER 6" C.A.B, (SEE GENERAL NOTE
NO.'S 36 & 37)
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA sm. 136.
09--
CONSTRUCT' VARIABLE THICKNESS OVERLAY (0.15' MIN.)
8____
GRIND EXISTING AC PAVEMENT (5' MIN. WIDTH, 0,152 MIN.
DEPTH)
SHOULD CONSTRUCTION OF 'THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF 'THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
N
CITY OF FONTANA, CALIFORNIA
MANGO AVENUE
MANGO AVENUE STREET IMPROVEMENTS SCALE:
RCH AS NOTED
BASELINE AVETO WABASH AVE.
DESIGNED BY:
('JonstrUction Not §3 and T pical Sections
11 YNI�, DEC. 2001
CEB
ATE DRAWING 2
,APP VED,
11"J3
�R 51152
CEB -ITY EN�,_1NF`F-_R______ 3199 13
Mylar: 08/21/02