HomeMy WebLinkAbout4465-113
.... ......... ....... . .. ................. ........... .. .................... ............... - - ---------
10
f5 7 8,
GENERAL NOTES
X work shall be done in accordance with these plans and the San
Z f 3/.30' Bernardino County Standards and Specifications
A 7" A71 0.9; 1
N
N -4 2. Benchmark: 6,6. Co. 0.,W. 't5-7
eewlrv- -T-*y e."-w-ev-
IDA
I
7�_
'4
7 P . .. - . I . .... . '. . .
iv -
.7
lougitudal cuts
shall be tested in accordance with the
specified
3. All
Le
NP,
�imits and frequency as outlined in section 6 of the San Bernardino
County Standards and Specifications.
embankment construction, trench backfill,
f! 4..Compaction tests of
-grades e performed at no
I"=40 compacting original round, and all sub
shall b
'cost to San Bernardino'Codnty. A written report with these compaction'
of
BOULEVARD tracts Administration Division
VALLEY ests shall be submitted to the Con
10/747. 4-A prior
the San Bernardino County Transportation Department for approva
to placement of base materials and/or surfacing.
V,
, I I ud the
ort a
F_ letiou of rough grading, a materials rep
5. After the comp
f 4C
the Project Ingineer
proposed structural section shall be submitted by
for review and
7-7 to the San Bernardino County Transporation Department
structural requirments have
evaluation. Approval will be given when all
been met.
If asphalt concrete is to be placed directly on subgrade ofif
. materials report shall be submitted to
road or d sterilant registered by 6. At`the completion of paving, 'a
rain4ge facilities, a soil
County Trausporation
the E.P.A. for use under A.C. and P.C.C. shall be uniformly the Contracts Engineer of the Sau.Beruardiuo verify:
.
r determinations completed to ve
applied at the manufacturer's -recommended rate* for the full Department listing all tests o
A) A -value, sieve analysis and sand equivalent of aggregate base.
ement width prior to paving.- B) Stability, oil content, and sieve analysis of asphalt surfacing.
•
pavement
-existing pavement or dike
120 Immediately following -removal of 'diuo County Transportation Department:will
-rmi r
7. A permit from the San Berns.
or curb and/or guttero the contractor shall diligently construction within' -
ed prior to the b
be required
beginning of any work or
this�,portion of work until-cpmpletion.
pursue
4' County right-of-way or easement.
W the
QUANTITY ESTIMATES
e
ruspor-A, o
-.Department -apI
not include water or
oval does
8. All pipelines or substructures of ary kind and telephone or power
y 'OS Im
_4 5 *04 M
;A "'Fe9r,
hydrants,ete., shown or not shown on
poles, water meters, valves,
6.0 7- a 4. �r7
41 ions shall be made per th5Ae plans within the limits of this development or in adjacent areas
. �5, ,W, connect
d
.7
o% 3-7. wUere improvment work is to be done shall be removed or relocated at
d on
manuf acturers -IspOgested'--mithod unless- specifie
he dev
uardiuo County
We
•
a 0. 14--7'
6 Ito eloper's expense and at no cost to the San Bernardino
hall be the owners responsibility to.
TrAusporat'Lon Department. It s
_4
t, 0.11 lageucies concerned.
s uc I otify al
t
/w.
,,4?* AaI97 C �,l �0
F, 22
TYPICAL SECTION _c, n 4'
with
adequate
J4 im
to enable'the -contract
Y,"'l, Wa or
- the engineer
1-14 1XI e2p, I I/- -- -
�4 i#X, APO**n. K14 3#,
VALLEY BOULEVARD. pe&;O�
Z4 9. Adequate stakes shall be set by
;-.,on li;�u6, t"J'On
rade.
to construct the work to the plan g
7. f SS10*
ng STOP sign "be, located- -on a developed'
any )p si
y maintained roadways shall be tested to
'corner n intersection it must be maintained in.,Al�" I
glace 0. All lateral cuts in Count
of,a
DOUGLAS L. s verify densification to 90% relative compaction (R.C.) at varying
t —until 'uch-time as',
next to the existing pavemen
cti GOODMAN
f f ic. At'that time -it W1 depths to within"0.5' of grading plane. The top 0.5' shall be densified
R.C.E. #. 28500 s open for,tra
roadway i ity to 95%.
relocated three (3), feet behind the new curb inthe cin
it
March 31, 1990
WNSTA!UCTION NOTES CIVILor the beginning of the curb return or as otherwise directed
)UP'0 by the
40 p, ENGINEERING Zhgineer.
Z*�e
�4w&,k /rz- iz6o
(7) OF aoi
�OAAI AeIIAR.0, 4/10 W. W. O. NO.
FIELD BOOK REF. COUNTY OF SAN BERNARDINO
STREET IMPROVEMENT PLANS
ROAD DEPARTMENT
8
V ae _1%_0 ROAD NO.
4
4 W/ to 9 17111110 Y/M A
-lee 6 090
------ - --- DESIGNED BY DRA APPROVED BY
DESIG WN BYJ CHECKED
5% -71 R: VALLEY BOULEVARD FILE NO -
4— Ing La I
Civil Engineer nd Surveying
SUBMITTED 4- AT---LIV9 OAK AVENUE NW COR.
NO -V�q e, 3 z P W4 y ED BY C.D.E.
.,4 0441
ASST. COUNT? EN457R.-ROADS DATE
RECOMMENDED/APPROVED BY
40
SHEET of
_0004e:
4115 S. Milliken Spite H, 4W
VICINTY MAP
to Orange _Douglas -LJ man Ontarlo.-Collforn'la'9476t'
04 ale COUNTY ENGINEER DATE
obt & I I '.. L (�14)3411484 ASST. ROAD COMMISSIONER-ENGR. DATE
MARK REVISIONS APPR DATE
'41
We
f4 C?.* 65
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.... ......... ....... . .. ................. ........... .. .................... ............... - - ---------
10
f5 7 8,
GENERAL NOTES
X work shall be done in accordance with these plans and the San
Z f 3/.30' Bernardino County Standards and Specifications
A 7" A71 0.9; 1
N
N -4 2. Benchmark: 6,6. Co. 0.,W. 't5-7
eewlrv- -T-*y e."-w-ev-
IDA
I
7�_
'4
7 P . .. - . I . .... . '. . .
iv -
.7
lougitudal cuts
shall be tested in accordance with the
specified
3. All
Le
NP,
�imits and frequency as outlined in section 6 of the San Bernardino
County Standards and Specifications.
embankment construction, trench backfill,
f! 4..Compaction tests of
-grades e performed at no
I"=40 compacting original round, and all sub
shall b
'cost to San Bernardino'Codnty. A written report with these compaction'
of
BOULEVARD tracts Administration Division
VALLEY ests shall be submitted to the Con
10/747. 4-A prior
the San Bernardino County Transportation Department for approva
to placement of base materials and/or surfacing.
V,
, I I ud the
ort a
F_ letiou of rough grading, a materials rep
5. After the comp
f 4C
the Project Ingineer
proposed structural section shall be submitted by
for review and
7-7 to the San Bernardino County Transporation Department
structural requirments have
evaluation. Approval will be given when all
been met.
If asphalt concrete is to be placed directly on subgrade ofif
. materials report shall be submitted to
road or d sterilant registered by 6. At`the completion of paving, 'a
rain4ge facilities, a soil
County Trausporation
the E.P.A. for use under A.C. and P.C.C. shall be uniformly the Contracts Engineer of the Sau.Beruardiuo verify:
.
r determinations completed to ve
applied at the manufacturer's -recommended rate* for the full Department listing all tests o
A) A -value, sieve analysis and sand equivalent of aggregate base.
ement width prior to paving.- B) Stability, oil content, and sieve analysis of asphalt surfacing.
•
pavement
-existing pavement or dike
120 Immediately following -removal of 'diuo County Transportation Department:will
-rmi r
7. A permit from the San Berns.
or curb and/or guttero the contractor shall diligently construction within' -
ed prior to the b
be required
beginning of any work or
this�,portion of work until-cpmpletion.
pursue
4' County right-of-way or easement.
W the
QUANTITY ESTIMATES
e
ruspor-A, o
-.Department -apI
not include water or
oval does
8. All pipelines or substructures of ary kind and telephone or power
y 'OS Im
_4 5 *04 M
;A "'Fe9r,
hydrants,ete., shown or not shown on
poles, water meters, valves,
6.0 7- a 4. �r7
41 ions shall be made per th5Ae plans within the limits of this development or in adjacent areas
. �5, ,W, connect
d
.7
o% 3-7. wUere improvment work is to be done shall be removed or relocated at
d on
manuf acturers -IspOgested'--mithod unless- specifie
he dev
uardiuo County
We
•
a 0. 14--7'
6 Ito eloper's expense and at no cost to the San Bernardino
hall be the owners responsibility to.
TrAusporat'Lon Department. It s
_4
t, 0.11 lageucies concerned.
s uc I otify al
t
/w.
,,4?* AaI97 C �,l �0
F, 22
TYPICAL SECTION _c, n 4'
with
adequate
J4 im
to enable'the -contract
Y,"'l, Wa or
- the engineer
1-14 1XI e2p, I I/- -- -
�4 i#X, APO**n. K14 3#,
VALLEY BOULEVARD. pe&;O�
Z4 9. Adequate stakes shall be set by
;-.,on li;�u6, t"J'On
rade.
to construct the work to the plan g
7. f SS10*
ng STOP sign "be, located- -on a developed'
any )p si
y maintained roadways shall be tested to
'corner n intersection it must be maintained in.,Al�" I
glace 0. All lateral cuts in Count
of,a
DOUGLAS L. s verify densification to 90% relative compaction (R.C.) at varying
t —until 'uch-time as',
next to the existing pavemen
cti GOODMAN
f f ic. At'that time -it W1 depths to within"0.5' of grading plane. The top 0.5' shall be densified
R.C.E. #. 28500 s open for,tra
roadway i ity to 95%.
relocated three (3), feet behind the new curb inthe cin
it
March 31, 1990
WNSTA!UCTION NOTES CIVILor the beginning of the curb return or as otherwise directed
)UP'0 by the
40 p, ENGINEERING Zhgineer.
Z*�e
�4w&,k /rz- iz6o
(7) OF aoi
�OAAI AeIIAR.0, 4/10 W. W. O. NO.
FIELD BOOK REF. COUNTY OF SAN BERNARDINO
STREET IMPROVEMENT PLANS
ROAD DEPARTMENT
8
V ae _1%_0 ROAD NO.
4
4 W/ to 9 17111110 Y/M A
-lee 6 090
------ - --- DESIGNED BY DRA APPROVED BY
DESIG WN BYJ CHECKED
5% -71 R: VALLEY BOULEVARD FILE NO -
4— Ing La I
Civil Engineer nd Surveying
SUBMITTED 4- AT---LIV9 OAK AVENUE NW COR.
NO -V�q e, 3 z P W4 y ED BY C.D.E.
.,4 0441
ASST. COUNT? EN457R.-ROADS DATE
RECOMMENDED/APPROVED BY
40
SHEET of
_0004e:
4115 S. Milliken Spite H, 4W
VICINTY MAP
to Orange _Douglas -LJ man Ontarlo.-Collforn'la'9476t'
04 ale COUNTY ENGINEER DATE
obt & I I '.. L (�14)3411484 ASST. ROAD COMMISSIONER-ENGR. DATE
MARK REVISIONS APPR DATE
'41
We
f4 C?.* 65