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PLAN SCALE
1 40'
Contractor agrees that he shall assume sole and complete responsibility for job
site conditions during the course of construction of this Project, including Safety of all
persons and property; that this requirement shall apply continuously and not be lim-
ited to normal working hours; and that the Contractor shall defend, indemnify and
hold the Owner and the Engineer harmless from any and all liability, real or alleged,
in connection with the performance of work on this Project, excepting for liability
arising from the sole negligence of the Owner or the Engineer.
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Prepared By:
o ALL CITIES ENGINEERING, INC.
300 POMONA MALL WEST -), POMONA , CALIFORNIA 91766
PHONE 714/622-1167
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LEENDERT SCHONEWILLE R.C.E. 14759 DATE
CONSTRUCTION NOTES & QUANTITIES:
(D CONSTRUCT P.C.C. CURB & GUTTER PER STD. 115 ---- 164 L.F.
S 1EEI:A1K PER7 ST.t-
(D CONSTRUCT 21' WIDE DRIVEWAY PER STD. 128 --------126 S.F.
®CONSTRUCT 0.21'A.C. PAVEMENT OVER NATIVE SOIL 500 S.F.
I FIELD BOOK REF
R
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BENCH MARK
FD. "o" IN P.C.C. SLAB IN FRI. OF MARKET0 LO
INT. LIVE OAK & SLOVER 0
ELEVATION: 1025.66
Wit
GENERAL NOTES
._._1.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND SHOWN OR NOT SHOWN ON
THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR
RELOCATED AS REQUIRED AT NO EXPENSE TO THE SAN BERNARDINO COUNTY
ROAD DEPARTMENT; IT SHALL BE THE OWNERS RESPONSIBILITY TO NOTIFY
. ..... ALL AGENCIES CONCERNED.
4. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE
DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY
ROAD DEPARTMENT STANDARD DWG, NO. 128 AND RELATED SPECIFICATIONS,
5. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE
ZZ4 ROAD DEPARTMENT'S EASEMENT OR RIGHT-OF-WAY.
6. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF
A ROCKY MATERIAL THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL
ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A
QUALITY.SUPERIOR TO THE NATIVE MATERIAL,
9. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, 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.
10, ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND
ESTIMATE OF QUANTITIES.
VICINITY MAP
COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
DESIGNED BY DRAWN BY VNECKED BY APPROVED BY
L.S . I REILLY
SUBMITTED BY C.D.E. ASST COUNTY E NGR -ROADS
RECOMMENDED P EC BY
Iz '9ajto
TE ASST. ROACILCOMMISSIONEF U - NOR DATE COUNTY ENGINEER
-LIVE OAK AVENUE.
STREET IMPROVEMENT PLAN W. 0. NO.
FOR
ROAD W.
LIVE OAK AVENUE 498300
161 FT N. OF SLOVER AVE. TO ALUTe.
DATE 325 FT N. OF SLOVER AVE. 104-105
TENT. PLOT PLAN 149-104
oATE ALSO GENERAL NOTES & VICINITY MAP SHEET of
JOB NO. 80048
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TYPICAL SECTION
COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
DESIGNED BY DRAWN BY VNECKED BY APPROVED BY
L.S . I REILLY
SUBMITTED BY C.D.E. ASST COUNTY E NGR -ROADS
RECOMMENDED P EC BY
Iz '9ajto
TE ASST. ROACILCOMMISSIONEF U - NOR DATE COUNTY ENGINEER
-LIVE OAK AVENUE.
STREET IMPROVEMENT PLAN W. 0. NO.
FOR
ROAD W.
LIVE OAK AVENUE 498300
161 FT N. OF SLOVER AVE. TO ALUTe.
DATE 325 FT N. OF SLOVER AVE. 104-105
TENT. PLOT PLAN 149-104
oATE ALSO GENERAL NOTES & VICINITY MAP SHEET of
JOB NO. 80048