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VICINITY MAP
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submitted to the Contracts Engineer of the San
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Bernardino County Transportation Department listing all
tests or determinations completed to verify:
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, II Relocate EXi5t. Power POI e,
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CONST. NOTES •
B. Stability oil content and sieve analysis of asphalt
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Pave To Drain or To Accept Drainage
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4a—Con5t PC.C. Driveway, 6"Thick, Per
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Detai l AboYe
11
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Ref: CSFB 4015/341. Elev. 1020.37.
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@—Relocote EXi5t• Mail box
Avenue, 38 ft So.of C/L Slover Avenue. ELEV: 1018.86.
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®--Const. Sidewalk Ramp Per 5td.110 C (MoA�ied)
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COUNTY OF SAN BERNARDINO
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STREET IMPROVEMENT PLANS
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ROAD NO.
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APPROVED BY
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SUBMITTED BY —"/4// _ C.D.E.
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RECOMMENDED/APPROVE BY
ASST. COUNTY �NGR.-ROADS
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W 147 04
SHEET
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APPR DATE
ASST. ROAD COMMISSIONER-ENGR. DATE
COUNTY ENGINEER
DATE
APN Z% -0&'Z-0&)07
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roti
PROJEC '
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VICINITY MAP
-CRAIG RICH
C— SMITH
J 4 N0.20820
CIVIL
ENGINEERING N
Of CA1�Eti
Exp 4/30/9.3
77
PREPARED BY
L`C 12I CC
2' A
it
•) (VAR -177. TO 2.4 1 '
2 /a 70 3.73 �•
2%,
I (VAR• �.
L� �� EXist. Pov't.-� � 10 � •�'
EX15t. MG' / ?tE VAR. 1.11'/. TO 4.40.,
TYPICAL SECTION
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06
i
.o '
inLU
s
„-� .IQ`
submitted to the Contracts Engineer of the San
►
Bernardino County Transportation Department listing all
tests or determinations completed to verify:
r
, II Relocate EXi5t. Power POI e,
V Q cO
CONST. NOTES •
B. Stability oil content and sieve analysis of asphalt
surfacing.
o
13. Transportation Department approval does not include
a --Const 8" Curb I Gutter per Std. 115
to
o�
+-
o
Pave To Drain or To Accept Drainage
4
4a—Con5t PC.C. Driveway, 6"Thick, Per
�Q'rLV
Detai l AboYe
11
,�
-CRAIG RICH
C— SMITH
J 4 N0.20820
CIVIL
ENGINEERING N
Of CA1�Eti
Exp 4/30/9.3
77
PREPARED BY
L`C 12I CC
2' A
it
•) (VAR -177. TO 2.4 1 '
2 /a 70 3.73 �•
2%,
I (VAR• �.
L� �� EXist. Pov't.-� � 10 � •�'
EX15t. MG' / ?tE VAR. 1.11'/. TO 4.40.,
TYPICAL SECTION
0
06
i
.o '
inLU
s
„-� .IQ`
submitted to the Contracts Engineer of the San
►
Bernardino County Transportation Department listing all
tests or determinations completed to verify:
r
, II Relocate EXi5t. Power POI e,
A. R -Value, sieve analysis and sand equivalent of
aggregate bases.
CONST. NOTES •
B. Stability oil content and sieve analysis of asphalt
surfacing.
o
13. Transportation Department approval does not include
a --Const 8" Curb I Gutter per Std. 115
to
o�
+-
o
Pave To Drain or To Accept Drainage
intensity reflective sheeting
4a—Con5t PC.C. Driveway, 6"Thick, Per
�Q'rLV
Detai l AboYe
II
Ref: CSFB 4015/341. Elev. 1020.37.
vC
TBPA: Set chis sq top exist curb 530 ft East of Redwood
@—Relocote EXi5t• Mail box
Avenue, 38 ft So.of C/L Slover Avenue. ELEV: 1018.86.
4
�
®--Const. Sidewalk Ramp Per 5td.110 C (MoA�ied)
COUNTY OF SAN BERNARDINO
U_j
STREET IMPROVEMENT PLANS
w. O. NO.
-
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o�
�
�•� -w -� - � E P
CRAIG SMITH FIELD BOOK REF.
-CIVIL ENGINEER—GEOLOGIST
306 BE L L E V UE AVENUE
REDLANDS, CA. 92373
PHONE 792 -1338
MARK
REVISIONS
Rlw
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ec
o� o %9
DRIVEWAY DETAI L
r- SCALE: I 10'
11. At,the completion of rough grading, a materials report
—�0 and the proposed structural section shall be submitted..
by the Engineer to the San Bernardino County
' Transportation Department for review and evaluation.
Approval' will be given when all structural section
requirements have been met.
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inLU
CON51 NOTES (CONT.)
submitted to the Contracts Engineer of the San
Confit. 5idewolk Per 5td.109,(TyP2 0)
Bernardino County Transportation Department listing all
tests or determinations completed to verify:
10 Const.O,10'r11in.a.C.0v.erl&ym�n'
, II Relocate EXi5t. Power POI e,
A. R -Value, sieve analysis and sand equivalent of
aggregate bases.
CONST. NOTES •
B. Stability oil content and sieve analysis of asphalt
surfacing.
o
13. Transportation Department approval does not include
a --Const 8" Curb I Gutter per Std. 115
to
o�
+-
o
Pave To Drain or To Accept Drainage
intensity reflective sheeting
4a—Con5t PC.C. Driveway, 6"Thick, Per
BENCH MARKERS; R.R. spike in power pole -no. 335427E, 19 ft
Detai l AboYe
II
Ref: CSFB 4015/341. Elev. 1020.37.
vC
TBPA: Set chis sq top exist curb 530 ft East of Redwood
@—Relocote EXi5t• Mail box
Avenue, 38 ft So.of C/L Slover Avenue. ELEV: 1018.86.
4
�
®--Const. Sidewalk Ramp Per 5td.110 C (MoA�ied)
COUNTY OF SAN BERNARDINO
U_j
STREET IMPROVEMENT PLANS
w. O. NO.
-
o�
o�
+ N
co
CRAIG SMITH FIELD BOOK REF.
-CIVIL ENGINEER—GEOLOGIST
306 BE L L E V UE AVENUE
REDLANDS, CA. 92373
PHONE 792 -1338
MARK
REVISIONS
Rlw
'h� '` tib' tc v
ec
o� o %9
DRIVEWAY DETAI L
r- SCALE: I 10'
11. At,the completion of rough grading, a materials report
—�0 and the proposed structural section shall be submitted..
by the Engineer to the San Bernardino County
' Transportation Department for review and evaluation.
Approval' will be given when all structural section
requirements have been met.
12. At the completion of paving, a materials report shall be
CON51 NOTES (CONT.)
submitted to the Contracts Engineer of the San
Confit. 5idewolk Per 5td.109,(TyP2 0)
Bernardino County Transportation Department listing all
tests or determinations completed to verify:
10 Const.O,10'r11in.a.C.0v.erl&ym�n'
, II Relocate EXi5t. Power POI e,
A. R -Value, sieve analysis and sand equivalent of
aggregate bases.
CONST. NOTES •
B. Stability oil content and sieve analysis of asphalt
surfacing.
(D.- Cony 025 A•C, OW NofiYe
13. Transportation Department approval does not include
a --Const 8" Curb I Gutter per Std. 115
water or sewer system or estimate of quantities.
(I— Const. 5:1 Toper To Exi51; Grade 4
14. All warning signs and roadside. markers SHALL BE of his
Pave To Drain or To Accept Drainage
intensity reflective sheeting
4a—Con5t PC.C. Driveway, 6"Thick, Per
BENCH MARKERS; R.R. spike in power pole -no. 335427E, 19 ft
Detai l AboYe
No. of.0/L of Boyle Avenue, 29 ft West C/L Redwood Avenue.
Ref: CSFB 4015/341. Elev. 1020.37.
0— Relocate Exi9t. Water Volve � Fire Hydrant
TBPA: Set chis sq top exist curb 530 ft East of Redwood
@—Relocote EXi5t• Mail box
Avenue, 38 ft So.of C/L Slover Avenue. ELEV: 1018.86.
(D --Instal) MarKer Per Std. 304
®--Const. Sidewalk Ramp Per 5td.110 C (MoA�ied)
COUNTY OF SAN BERNARDINO
STREET IMPROVEMENT PLANS
w. O. NO.
-
ROAD DEPARTMENT
ROAD NO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
BOYLE AVENUE
117750
/—
(between Redwood Ave. t Live Oak Ave,)
Eo ITS 14�-149
SUBMITTED BY —"/4// _ C.D.E.
RECOMMENDED/APPROVE BY
ASST. COUNTY �NGR.-ROADS
DATE
W 147 04
SHEET
12-11-911
1f
of
APPR DATE
ASST. ROAD COMMISSIONER-ENGR. DATE
COUNTY ENGINEER
DATE
APN Z% -0&'Z-0&)07
t
'flWC-c. Nle • y5'�'�