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4, Adequate stakes Mail be set by the engineer to enable the contractor to construct
the work to the plan grades,
5, Immediately following removal of existing pavement or Me or curb and/or gutter, the
contractor shall diligently pursue this portion of work until completion.
6. If asphalt concrete is to be placed directly on subgrade or road or drainage facilities-,
a soil sterilant registered by the E,P.A. for use under AC and PCC shall be uniformly
applied at the manufacturer's recommended rate for the full pavement width prior to
paving,
the completion of rough grade, a materials report and the proposed structural
VALLEY BOULEVARD' 7M f t
section shall be submitted by the tract engineer to the San Bernardino COunty Transpor-
tation Department for review and evaluation, Approval will be giVen when all structurdij,
section requirements have been mets
8, Compaction tests of embankment construction, trench backfill, compacting original ground,
and all subgrados shall be performed at no cost to San Bdno, County, A written report
406MACM
with these compaction tests shall be submitted to the Contracts Administration
Division of the San Bdno, County Transporation Dept, for approval prior to placement
of base materials and/or surfacing,
9. At the completion of paving, a materials report shall be submitted to the Contracts
074/7716252 7?2 0015 /9;7'Qf11 Engineer of the San Bdnog County Trans, Dept, listing all tests or determinations completed
VIIl?'11�1-e4CF 7'1-11a,11'. to verify: a) R-Value,siege analysis & sand equivalent of aggregatobases;b) Stabi lity,
1151,919? Ala 7C7 oil content & sieve analysis of asphalt surfacing,
II 12 13 14 15 16 17 18
e 10: Curb & gutter, cross gutter & spandrels shall be so constructed that a minimum of ponding
Uj
occurs; sections bating gradients of 0,50% or flatter shall be water tested in the presence
the ins Lector immediately prior to acceptance. Sections which have water ponding more
V
7 than 6"wide or more than 41 long shall be sawcut & removed in lengths not less than 41
& replaced to reduce pending to the maximum specified.
TV
CONSTRUCTION NOTES:
F_
oo4--- TWO
p
F-FAW
1. Place 0,301 asphalt concrete over prepared subgrade.
eeallV ealV7' MW ^M
MAE
9
9
X 2. Construct 8" curb and gutter per San Bernardino Co, Standard Drawing No, 115,
3. Construct , sidewalk per San Bernardino County Standard Drawing No, 109 T)
615010? 65? to 71,17 Z2/4/6; 1^149 9a J 4, Construct ASI�,SHOWIN � 6" thick Commercial Driveway per S Bernardino County Standard
Drawing No, 129;,,'
5. Feather. minimum 0.10' Asphalt concrete to meet existing pavement as shown on typical
Section and Plan,
F,
k
6, RELOCATEMAIL BOXVWATER POETER;f ENCE, 5IGN, OR POWER BEHIND CURB LINE TO LOCATION AS
F- % � �j V, ��
'1�1, \-� , _1P\3 DIRECTED BY THE ENGINEER.
7. CONSTRUCT AS SHOWNTHICK RESIDENTIAL DRIVEWAY PER SAN BERNARDINO COUNTY
'4�'
STANDARD DRAWING NO. 128a
e 'V
001V_
i!WPV 714- /6; 7,M 00
%
PRIVATE ENGINEER'S NOTES TO CONTRACTOR:
n
M
I
y 111 the existence and location of any underground utility poles, conduits or structures I
5 4 1�1 s I Mn
9
on these plans are obtained by a search of available records, To the best of our knowledge
Kthere are no existing utilities except shown on these plans, The contractor is required to
0 IN
take due precautionary measures to protect the utility lines shown on these drawings, The
contractor -rtno f""thn" Qpq 11 14 V414 A
Zael-171-aN M414:P_
105511019VM1 '1011AFFIV-51551
Al r5k
wo M a wy an TesponsibillLy for the utility pipes, conduits
Stolz e 1 402 or structures shown or not shown an these drawings,
UNAUTHORIZED CHANGES, & USE The contractor agrees that he shall assume sole and complete responsibility for job site
CAUT1014: The engineer preparing these plans will 'not be responsible Colifornio Coun(il conditions during the course of construction of this project. Includzng safety for all persons
for, or liable for, unauthorized changes to or uses cd these plans. All of QW1 Engheya J and property; that this requirement shall apply continuously and not be limited to normal
changes to the plans must be in Writing and must be appro�ed by the bancl SOWS ii! working hours; and that the contractor shall defend, indemnify and hold the County, the owner,
preparer of tt ese'plans. 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 engineer,
MELD waaan..Omwemmrvumnmwmm W, 0, SantPNO,
COUNTY OF SAN BER
Frank Trocacfas grIdAstlocialay0p. ............ EET IMPROVEMENT PLANS J;
R OAD DEPART --------------
A 40 No. Sierra Way --------- - ....... TWAVA/1- 14700 -Xi ROAD NO,
�4
DMGNED BY C IECKED BY
'San Bernardino,, rA 924 10 ................. . ............ .......... . ............ APPROVED BY
-1 - -1 1, 94e6416767 1�1i,
.. . . .......... .......... . ........... .......... ....
(71 4) 884. 1 t5
ME NO
C(/J ......... . .
Lano RECOMMENDED/APPROVED BY ASST. COUNTYENGR, -ROADS
MEET
7 7- . . .................
......... .. ... . . ..................................... . ............. .....
0- '71 - 00, 1--3 lev
W -E . ............ ... ....... -- - -----------------
A �M
FRANK TRACADAS. RAL 11117 p1m x il; Z �X M! COMY EMP DIE
ilk
J,
k
4, Adequate stakes Mail be set by the engineer to enable the contractor to construct
the work to the plan grades,
5, Immediately following removal of existing pavement or Me or curb and/or gutter, the
contractor shall diligently pursue this portion of work until completion.
6. If asphalt concrete is to be placed directly on subgrade or road or drainage facilities-,
a soil sterilant registered by the E,P.A. for use under AC and PCC shall be uniformly
applied at the manufacturer's recommended rate for the full pavement width prior to
paving,
the completion of rough grade, a materials report and the proposed structural
VALLEY BOULEVARD' 7M f t
section shall be submitted by the tract engineer to the San Bernardino COunty Transpor-
tation Department for review and evaluation, Approval will be giVen when all structurdij,
section requirements have been mets
8, Compaction tests of embankment construction, trench backfill, compacting original ground,
and all subgrados shall be performed at no cost to San Bdno, County, A written report
406MACM
with these compaction tests shall be submitted to the Contracts Administration
Division of the San Bdno, County Transporation Dept, for approval prior to placement
of base materials and/or surfacing,
9. At the completion of paving, a materials report shall be submitted to the Contracts
074/7716252 7?2 0015 /9;7'Qf11 Engineer of the San Bdnog County Trans, Dept, listing all tests or determinations completed
VIIl?'11�1-e4CF 7'1-11a,11'. to verify: a) R-Value,siege analysis & sand equivalent of aggregatobases;b) Stabi lity,
1151,919? Ala 7C7 oil content & sieve analysis of asphalt surfacing,
II 12 13 14 15 16 17 18
e 10: Curb & gutter, cross gutter & spandrels shall be so constructed that a minimum of ponding
Uj
occurs; sections bating gradients of 0,50% or flatter shall be water tested in the presence
the ins Lector immediately prior to acceptance. Sections which have water ponding more
V
7 than 6"wide or more than 41 long shall be sawcut & removed in lengths not less than 41
& replaced to reduce pending to the maximum specified.
TV
CONSTRUCTION NOTES:
F_
oo4--- TWO
p
F-FAW
1. Place 0,301 asphalt concrete over prepared subgrade.
eeallV ealV7' MW ^M
MAE
9
9
X 2. Construct 8" curb and gutter per San Bernardino Co, Standard Drawing No, 115,
3. Construct , sidewalk per San Bernardino County Standard Drawing No, 109 T)
615010? 65? to 71,17 Z2/4/6; 1^149 9a J 4, Construct ASI�,SHOWIN � 6" thick Commercial Driveway per S Bernardino County Standard
Drawing No, 129;,,'
5. Feather. minimum 0.10' Asphalt concrete to meet existing pavement as shown on typical
Section and Plan,
F,
k
6, RELOCATEMAIL BOXVWATER POETER;f ENCE, 5IGN, OR POWER BEHIND CURB LINE TO LOCATION AS
F- % � �j V, ��
'1�1, \-� , _1P\3 DIRECTED BY THE ENGINEER.
7. CONSTRUCT AS SHOWNTHICK RESIDENTIAL DRIVEWAY PER SAN BERNARDINO COUNTY
'4�'
STANDARD DRAWING NO. 128a
e 'V
001V_
i!WPV 714- /6; 7,M 00
%
PRIVATE ENGINEER'S NOTES TO CONTRACTOR:
n
M
I
y 111 the existence and location of any underground utility poles, conduits or structures I
5 4 1�1 s I Mn
9
on these plans are obtained by a search of available records, To the best of our knowledge
Kthere are no existing utilities except shown on these plans, The contractor is required to
0 IN
take due precautionary measures to protect the utility lines shown on these drawings, The
contractor -rtno f""thn" Qpq 11 14 V414 A
Zael-171-aN M414:P_
105511019VM1 '1011AFFIV-51551
Al r5k
wo M a wy an TesponsibillLy for the utility pipes, conduits
Stolz e 1 402 or structures shown or not shown an these drawings,
UNAUTHORIZED CHANGES, & USE The contractor agrees that he shall assume sole and complete responsibility for job site
CAUT1014: The engineer preparing these plans will 'not be responsible Colifornio Coun(il conditions during the course of construction of this project. Includzng safety for all persons
for, or liable for, unauthorized changes to or uses cd these plans. All of QW1 Engheya J and property; that this requirement shall apply continuously and not be limited to normal
changes to the plans must be in Writing and must be appro�ed by the bancl SOWS ii! working hours; and that the contractor shall defend, indemnify and hold the County, the owner,
preparer of tt ese'plans. 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 engineer,
MELD waaan..Omwemmrvumnmwmm W, 0, SantPNO,
COUNTY OF SAN BER
Frank Trocacfas grIdAstlocialay0p. ............ EET IMPROVEMENT PLANS J;
R OAD DEPART --------------
A 40 No. Sierra Way --------- - ....... TWAVA/1- 14700 -Xi ROAD NO,
�4
DMGNED BY C IECKED BY
'San Bernardino,, rA 924 10 ................. . ............ .......... . ............ APPROVED BY
-1 - -1 1, 94e6416767 1�1i,
.. . . .......... .......... . ........... .......... ....
(71 4) 884. 1 t5
ME NO
C(/J ......... . .
Lano RECOMMENDED/APPROVED BY ASST. COUNTYENGR, -ROADS
MEET
7 7- . . .................
......... .. ... . . ..................................... . ............. .....
0- '71 - 00, 1--3 lev
W -E . ............ ... ....... -- - -----------------
A �M
FRANK TRACADAS. RAL 11117 p1m x il; Z �X M! COMY EMP DIE
ilk
J,