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12.5' S15' Er.,rZ'
the County of San Bernardino.
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i 2. Bench Mark Data: Drive pin and County Surveyor Tag in top of curb at Southwest corner 19th
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TY PI CALI SEDT tON
HOLLY OA1L
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r
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AMSM
Cb R= SS Ls Ir4829
or relocated as required at no expense to the San Bernardino County Road Department.
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all sub -grades shall be performed at no cost to San Bernardino County. Count Standard Specifi-
Y Y P
cations �
cations Section 19-d shall be super-seded to read, "The relative compaction of the layer 0.5
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feet to 1.5 feet below the grading plane shall be 90 percent in lieu of the 95 percent
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S compaction required to a minimum of
P q 2.5 feet below finishedgrade in State Standard Specificationse
cifica
tionsSection
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,) 19- 5.03.1 A written report with these compaction tests shall be submitted to the
Contracts Administration Division of the Count Department for
Y Road DP approval, prior to placement
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obase material a
f s and/or �
or surfacing.
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The responsibility of ad.
justing manhole trovers, paving repair, paving replacement in connection�
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with subdivision sewer line
installations i
t ons wil 1 be the responsibility of the owner, and shall
be accomplished in compliance with Ordinance No. 815.
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required in accordance with County Road Department Standard Drawing No. 128 and related
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specifications.
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subfMit+t_
when all stFue#Hr-al Sept-4en
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LEMOA
ANE.
A permit will be required from the San Bernardino County Road Department prior to any encroachment
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or construction within the Road Department's easements or rights-of-way.
O Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the
plan grades.
S H E
E T
At. Sub -grade stakes driven to the pavement sub -grade elevations, shall be set by the contractor or
engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01
4
I foot of sub -grade elevation and at not more than 50 foot intervals. Additional stakes may be
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t needed at warped or vertical curve areas. Sub -grade stakes shall be in place prior to paving to
permit spot checking of sub -grade by inspection personnel.
12. All water, sewer coas rnsins end 1aeras shat) b
C f4ru4eA o each individuallot, prior to paving.t3 "At
the completion of paving, a materials shall be submitted tothe Contracts Engineer of
San Bernardino County Road Department listing all tests or determinations completed to verify:"
R -Value, sieve analysis and sand equivalent of aggregate bases.
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(b) Stability, oil content and sieve -analysis of asphalt surfacing. �
s
f4. "When Asphalt Concrete is placed on native soil which consists of
Flc�Rlt • t -40' •
� �
a rockymaterial the subgrade shall be prepared b removing - -
i Y g all rocks
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f which protrude above the subgrade and all voids or depressions shall
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be filled with a fine graded material of a quality better than the
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native material."
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CURS 1714. DATA
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Cuts M. DATA
61,500
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OW
181
ig 1
12.5' S15' Er.,rZ'
the County of San Bernardino.
II
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i 2. Bench Mark Data: Drive pin and County Surveyor Tag in top of curb at Southwest corner 19th
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1 #
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intersection.
TY PI CALI SEDT tON
HOLLY OA1L
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EASEMENT
M ,
® -Cons. 4" RC.C. Sidewalk
per Type, Ea
ConS�, nt, curb
G,uj4 er per 54c1. 4 115
Curve tie}a
e Sr.* 52' l2"
R Rs 55 Li 95.39
Chi&=62 L=59,1c)0
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GENERAL NOTES
0
BANYAN ST,
14
1. All work shall be done in accco:!dance with these plans and the 1956 Standard Specifications of
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the County of San Bernardino.
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i 2. Bench Mark Data: Drive pin and County Surveyor Tag in top of curb at Southwest corner 19th
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St., and Carnelian St., 48' West of centerline Carnelian Street, and 21' South of centerline
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19th St., 2 -East of West end of B.C.R. ELEVATION: 1566.536 G.S.B.M. t3-33
3. Street markers per San Bernardino County Std. No. 303 and 303-A shall be constructed at each
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intersection.
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4. All pipe lines or substructures of an kind shown or
y not shown on these plans within the limits
E 1 x
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of this subdivision or in adjacent areas where improvement work is to be done shallbe remove'+
d
Cb R= SS Ls Ir4829
or relocated as required at no expense to the San Bernardino County Road Department.
,.5. Compaction tests of embankment construction, trench backfill compacting original ground, and
��
all sub -grades shall be performed at no cost to San Bernardino County. Count Standard Specifi-
Y Y P
cations �
cations Section 19-d shall be super-seded to read, "The relative compaction of the layer 0.5
t !
1
feet to 1.5 feet below the grading plane shall be 90 percent in lieu of the 95 percent
f t
t # }
t
1 !
S compaction required to a minimum of
P q 2.5 feet below finishedgrade in State Standard Specificationse
cifica
tionsSection
t[
Q
,) 19- 5.03.1 A written report with these compaction tests shall be submitted to the
Contracts Administration Division of the Count Department for
Y Road DP approval, prior to placement
i
..
obase material a
f s and/or �
or surfacing.
a }
itF(
r
The responsibility of ad.
justing manhole trovers, paving repair, paving replacement in connection�
i
� :
with subdivision sewer line
installations i
t ons wil 1 be the responsibility of the owner, and shall
be accomplished in compliance with Ordinance No. 815.
{{
7. When curb depressions are provided for driveways, .complete driveway construction will be
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required in accordance with County Road Department Standard Drawing No. 128 and related
t#
specifications.
}
8. _be
!
subfMit+t_
when all stFue#Hr-al Sept-4en
d'
-
Q_�
Z
LEMOA
ANE.
A permit will be required from the San Bernardino County Road Department prior to any encroachment
!
or construction within the Road Department's easements or rights-of-way.
O Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the
plan grades.
S H E
E T
At. Sub -grade stakes driven to the pavement sub -grade elevations, shall be set by the contractor or
engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01
4
I foot of sub -grade elevation and at not more than 50 foot intervals. Additional stakes may be
? # r } } # }
+
} t
t needed at warped or vertical curve areas. Sub -grade stakes shall be in place prior to paving to
permit spot checking of sub -grade by inspection personnel.
12. All water, sewer coas rnsins end 1aeras shat) b
C f4ru4eA o each individuallot, prior to paving.t3 "At
the completion of paving, a materials shall be submitted tothe Contracts Engineer of
San Bernardino County Road Department listing all tests or determinations completed to verify:"
R -Value, sieve analysis and sand equivalent of aggregate bases.
! } # #
#
(b) Stability, oil content and sieve -analysis of asphalt surfacing. �
f4. "When Asphalt Concrete is placed on native soil which consists of
Flc�Rlt • t -40' •
� �
a rockymaterial the subgrade shall be prepared b removing - -
i Y g all rocks
��}
VERT• 1 _ 4
i
f # }
f which protrude above the subgrade and all voids or depressions shall
f
#
be filled with a fine graded material of a quality better than the
4 t i
t
native material."
PLAN SEALS
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BANYAN ST,
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ANnREAs6N ENGINEERING COMPANY FIELD BOOK REF.
COUNTY
OF SAN BERNARDINO
TRACT
No. SS011
1 ;
58oNf OARI� A4V6. ��2�I7s
POMONACALI'F ('114)us-lgj$ 0 Correcfe�1 S/W /oLaf�on � � -
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DEPARTMENT
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DESIGNED BY DRAWN' By CNECKFD B� APPROVE -U BY
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ANnREAs6N ENGINEERING COMPANY FIELD BOOK REF.
COUNTY
OF SAN BERNARDINO
TRACT
No. SS011
1 ;
58oNf OARI� A4V6. ��2�I7s
POMONACALI'F ('114)us-lgj$ 0 Correcfe�1 S/W /oLaf�on � � -
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ROAD
DEPARTMENT
Or'we
N PROWS MC—NT PLAN
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Cc. Surv, Tag 'vr �cp lcurb
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ROAD NO.
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DESIGNED BY DRAWN' By CNECKFD B� APPROVE -U BY
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