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TYPICAL SECTION ALMOND AVENUE
NO SCALE
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BENCHMARK N0. 15-12 ELEV. 1008.5310
3.5 MILES WEST ALONG SPRR FM THE
SIERRA AVE. OVERCROSSING AT BANANA i�-
AVE. 4 POLES WEST OF MILE POST 529, O O
30 FT S/0 SOUTH RAIL OF SP MAIN LINE 0-1
TRACKS, 36 FT. W/O BANANA AVE., to
EXTENDED 4 1/2' BELOW TRACKS. - Q
GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN
BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
2. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT --"INCLUDE WATER OR SEWER SYSTEM
OR ESTIMATE OF -QUANTITIES.
3. ALL PiPE LINES OR SUBSTRUCTURES:•,Of ANY KIND, AND TELEPHONE OR POWER
POLES, WATER -METERS, -VALVES HYDRANTS, ETC.., SHOWN. OR NOT SHOWN ON THESE
PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACEINT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT
DEVELOPER'S, -EXPENSE, AND AT NO COST TO THE, SAN BERNARDINO COUNTY
TRANSPORTATIN DEPARTMENT. IT SHALL PETHE OWNER'S RESPONSIBILITY TO
NOTIFY ALL AGENCIES CONCERNED.
4. A PERMIT SHALL BE OBTAINED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT
PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY EASEMENT OR
RIGHT -OF WAY.
5. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING" PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THT
CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION.
6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
ORIGINAL GROUND AND ALL 'SUBGRADES SHALL BE PERFORMED AT NO COST TO THE
COUNTY OF SAN BERNARDINO. A7 WRITTEN REPORT WITH THESE COMPACTION TESTS`'
SHALL BE SUBMITTED TO THE CONTRACTS •AIDMINISTRATION DIVISION OF THE SAN BERNARDINO
COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
MATERIALS AND/OR SURFACING
7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE
CONTRACTS '.ENGINEER OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING—
ALL TESTS OR DETERMINATIONS ;COMPLETED TO VERIFY STABILITY OIL- CONTENT AND SIEVE ANA-
LYSIS OF. ASPHALT SURFACING, AND R -VALUE, SIEVE ANALYSIS AN6 SAND EOUIVELANT OF
AGGRAGATE BASE
8 • IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE :OF ROAD OR DRAINAGE FACILITIES,
A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
PAVING.
9 • EXISTING_ COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC
AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION.
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_ CONSTRUCTION NOES
i " r 5 REMOVE L 0 CONSTRUCT 8" CURB AND GUTTER PER 'SAN BERNARDINO
EXISTING
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_. - ... BERM COUNTY ROAD DEPAR ENT STANDARD DETAIL N0. 115
330
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CONSTRUCT COMMERCIAL TYPE DRIVEWAY PER SA
_
BERNARDINO COUNTY ROAD DEPARTMENT STANDARD
DETAIL NO. 129 684 SF
30' 3'
Q3 CONSTRUCT 3" AC OVER 6"' AD (CLASS II) (INTERIM 2698 • SF
�3 STRUCTURAL SECTION)
Q " ROAD DEPT P AN *114100
o� P.M.. 10412 O CONSTRUCT TEMPORARY 8" AC BERM 21w LF
wuj
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_ o pl-I O5 CONSTRUCT 0.10' MIN. AC OVERLAY OVER EXISTING AC
m 0 3 PAVEMENT WITH TACK -COAT INTERLAYER 31967 SF
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cr_ No. -42206-
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o:42206ExP• 31.
SAN BERNARDINO CO. ROAD DEPT.
VALLEY BLVD.`ligj CIV1\-
ASSESSORS Bk 236 -Pg .08 -Par 32;
SAN BERNARDINO FREEWAY
PLAT & PROFILE
S.P.T.
_ ALMON IJ AVENUE'
SLOVER REVISED. STREET. CROSS SLOPE AUG. 5,. 1988. ANH .
PPW 142-106
} PRO T Q a REVISED SCE PEDESTAL LOCATION AUG 1, 1988 ANH
LOCA 'ON - NO. DESCRIPTION HATE BY VOLUNTARY,
ONTARIO
AIRPORT � a > COUNTY OF SAN BERNARDINO W.O. No. APPROVED -BY
SANTA ANA a AVE '
TRANSP✓ORTA nON . DEPARTMENT CITY ENGINEER DATE
z Z ROAD N4. JOB NUMBER
a DESIGNED BY ANH APPROVED' BY
4100 - o3—s
o .JURUPA m1 0 8'
_ AVE.;..#VE. -BRAWN BY •
F CHECKED BY -�' � �-3--� f- Z� LIMITS 71 DIAMOND BAR BOULEVARD, FILE NUMBER
w LAND DEVELOPMENT ENGR. DAT
1 DIAMOND BAR, CALIFORNIA 91765 A-1
RECOMMENDED BY O5 -I O7
VICINITY MAP_
• � (714) 860-3566
's/l//ab SHEET
NOT TO SCALE
PROJECT ENGINEER �+ COUNTY ENGINEER DATE PROJECT ENGINEER #i:E. 4-2Z0(o :DATE OF
. • _Digi �• fi10. �
f, ORIGINAL