HomeMy WebLinkAboutJul-79 - Los Osos Road UE STEP),L NOTES:
1. Neither the Owner, nor
the Engineer of work tiz�l enforce safety
measures
a
r
regulations.
n
e C
o
Contractor
t
r
a
c
�.
or
.
hal
l
a
e
J
�
ar.
�
c
o
n
s
_
r
u
c
_ana maintain all including shoring and shall
solely responsible for conforming all �e and federal
safety and health lawsana
regulations.
lat
zons.
1
) L
O
c
a�
z
on and elevation nO fzm�
improvements ven
en
Lo bemet
b
_
w
olk
to be
2
done
, shall
be confirmed ed b
_,_
fz
e�a
measurements
Pts �r mor _
o
CO'
_,
s Fru
C�z
On Of
new work.
B) Contractor o
r
will
make exploration ora
t
zo�n exca
va�_
z
on
s ana
locate
ca�
L
e exist-
ing
r
underground facilities suf1wzent ahead of t.
o
permit revisions top
plans _
revisions zons
ar
e ne
ce> sar
,
b
eca
ur
,_• '
actual location aon
Ofexzs�zexisting
aGw
L
y-.
L
z
er
.
C Before
excavating
as�
z
ng
'or
this
ccontract-
verify
r
�
f
. _L
.
�
t
o
z
a
�
under-
ground
u
e
r
-
g , a utzlzCleS. TieeX1Sience and 1OCa1an - _ any underground
un
d ruccur_ r shown �e ._.1sns were ccsta _ duLz1zto pipes
_
/ N e
.<
aJe
arc
�
o _
he available-
lab
le rec
or
a
J.
.� _he best
L
J
r
O
U
i
{
n
Ow
i
_
edge there are no other utilities as a1atn on
tiesc plans.
D
r, ) C
o
n
gra
c
LOr
z
sre required
zr
edL
0
take.e
precautionary
auL
_,
ona
r
_
�.,.,e
a�9
uL
eJ
t
C
pro-
tect
r0
.
teCrteeulines shown le_r_ e n and
other eX �n�-nalznest41z�1 ,
not of record of nor shown on these D
lans.
L
zC
Telephone e
1
e
h
an
e �
n
a
_
el
e
g ra_
n
Co.
Contractor n0tzfYPacz
prior �o scar�zngworknearcoa a�_ facilities anashal1 co
_
ordinaLe hz work company representatives.
3e
„.. .
The construction
r uC�z
On
O
L
thewa L
er mains and 'Lire hydrantara�n
� w
zl
1
be r
aa
e
to e requirements sana specifications of
Coun� T at S
-
7_ il,n L J �bz
.
._. :
`T
No
construction
t
zon sh
a
e started
rt
ea
without ho
.u� r ,_
1�
,
n
.
a___,-,ar
o
e e
a
nP
t
,
County Engineering Department. neCoun�F,_ , nazneer . z 11be
nc�
tzzed a easL 24aury priorconstruction.o _
,
COnStrUCtz n .:
one aztn�ut � _ _
aP proved � ,,
. l an
1. _ L 0 r r1Cl L].._ f�
the _ ,
1C._�]_011 t0
,
County un� �, ,
Engineer n --
ee
r __
s� will 1
1 P; ,
be
_ r_
9 e ect
e d _ .-
NO and .�zll nc
done o��e
a
�h
_-
. c con
�rac mor
s and/or o
er
r o4 n
v
/ s risk.
5
All construction ana installations
, u
nc 11 C1.if
ozz `�o the e Co uny
�.
of
SanLUL
Obispo Standards anaSPecz Specifications zons an
,
SII
r,
v
hal,L
- - the
be s Count,
.,7.
subject
to
the
approval ov .P
al of
uze Co
6e
Soils
t
es
ts
shall
l
l
b
e
e
in
a
cc0
r
a
ante
.
�tr
the
h�
.e�
.
C
o un.
y
.S� -
,
aar
dv
and S eczfzcatzons Section 3�1. 1403 ana Section 1l_35l. 1c04.
E._
,11ETE� �. � EPROF
tests must made wzcnzn15as days to 'placing material . - 1e
tests results shall indicate clear
lr the to . atzon
and source
of the
a material.
5 G L H �3 -
) 4b
r
_ VE T f 7. Com
Compaction tests hall be made onsubaa
e material iaz ana m
a
tc -,
a1
placed as
specified z
ea br the
Engineer.zneer. Sal,
aterLs a
hall be ,m.ode ,-
r
zar
to placing of next material.
8 .
Subgrade
ade material a
1Jna 1
1b
eccompacted
�
a
c�ed t
o , �.
r
� ��
r
e v
om-.a
c
_
.
,
on
f
9�,
intoe zone between finish elevation and foot below.
All
n
a L
erz
al
zn
fill
L J eC
tz0
7
J
below
Va
the
z
� n
tie ,
o
Pea
,
ba
vc
shall
l
1becomaacLed _o �0o relative
9
A
d-� [
R
.e.
g
z
e
rea Civil 1
Engineer
must
Ce
r .zf
_. �_.,n
e
tt
the z�
,,-
ro ve i
ts
w
n
en
conoIeted are accordance wzt�x the plans 'prior to rec.uest
for f .m
3
al inspection. As-Built plans are to be ,,;e_-�ared after construction
S -i -�- is completed.
g4
10 . A base prime coat and pavement .fog seal coat will be applied.
11. An inspection agreement is required prior to the :start of construction
12 . County encroachment Permit is required for any work done within
County right-of-way.
t
13. Westland Engineering Co. shall be notified 48 hours ill advance of
construction by the contractor or owner so the;P r�.av schedule the
engineer' s inspection of the construction.
1 I BASE MATERIAL REQUIREMENTS:
Aggregate for Class 3 Aggregate Base shall be free to vegetable natter and
other deleterious substances, and shall bo 9 @uo r_
Aatue that it can be
• -% -; V'" compacted readily under watering and rolling to form a firm stable base.
The percentage composition by weight of aggregate base Ph conform to the
following grading when determined bv California test ethod No. 202 .
Sieve Size Percentage Passing
NATt rAL_ l 1/2" 100%
_J
000
, 7E� No. 4 40-60%
ti L OCAT I O
nt
•
O � � yQ lgo-r ro S`CbcLE NO. 200 0--1 0o
� The aggregate base shall also conform to the following quality requirements
OX
_—V-,\ -- _ _ \ _ °? Test Type
_ . ,. _.
" Calif.alif. T
A2echod No. Min. Requirements
aesistance (R-value) #301
A 70
1A, FX/5T. %G P.t1Y/NG
Sand Equivalent (S .E. ) x`217 25*
�� �L/NET t��rcv (sem oErgiL) Durability #¢229 25**
> ) __ *Note° The R-value requirement may be waived, provided the S .E . value is
_
30 or more.
. s E�nr T INSTAL 014- **Note: The durability requirement may be waived,
. rovided the subgrade
f3EF-M v has an S.E . of 30 or more.
/ \ - -
F 2.- 30' �n
1 Li
L- 57.Cc'} r
-- -
o�
sr,4rE i
7,
�t�IJECT P
50 v COUNTY OF SAN LUIS OBIS ��O
+
P
!Co tr, 4 IMPROVEMENT PLANS, FOR PARCI.L MAS- f,�CC?--77-328
I EXIST. ZMPPcwt�
0
Lot 21, Block 32 , Ata,scadero Colony
_risx NA -1rQ4G '
MATO-4
TF�RAiN �kJST. C�FADE 2�
2.0 -� By. ESTLAND E G
Y/C!NV Y /1�11.4P 1 �Av - Ty c c u
- I/z:l U2 FiJ_�i fEl2 845 i}IGUERr� ._ -'.SET, SUI °E 2
3„ — I I— li NQ SGgL
litu a -- — o o n CL 2 OP 3 A �. AC_ T SAN LUIS 0=3 �'_ ��, 3
U� - YPE"�; Cd. 9 401 (805) 541-2394
9 3 �cc. oQ PEASE, 141, MIN Z" M1�. '
IIII=flIU � a tLET
ap . ve
_
"nUc�r,� '�H
201=18
,5AfC`T/lJN A- � �U B U KEA N
;• 1978
Z 41=v
NO Sc s'GE aTF-0 L �`A T,P;
Ll
lav — 40 '
N `SCALE Terence K. Orton, P .E. 21 807 OF
P//028/ CO.
nn-
01,
--W
AN04A
k
Y, Q
fk
A M--
n,
ULNERAL NOTES:
03 33,14 LWW4tYF>
Neither the Owner, nor the Engineer of work will enforse
-6 -nr r
A:
Z 4, measurvS or regulations, The Contractor shall desig,
non,
A
A nd maintain all safety devices, in& "dinq shoring and goaWbov T -1.
1 -0
t
T-1
stz�leiy pd,
for conforming to all local , state and fadetaw ,
4 pronsible
A
1. 1 1 -17-r--'r.---I- - - ]'+---T---r,-,"1 -�1-210 safety and health standards, laws and regulations ,
"-K-M- E -an a", 1 1 , i 1 1 A
A
4
f 4
1-7 J
T "I - -
41 --m- I - , - t t T�A
J" *Q 4 +
i ZY 2 . A Location and elevation vE improvements to ba nnot, b",,, w,
Q K"�l
A
done shall be confirmed b,,,,, fiei�,J, r-teasurements prior to' coor' - I
1%
-4, OW
T
-a ".t�,-�� 1,� 7,
A,J
l: 1 1 A- 1 4 1.
Q
0 i xw L -struction of new work .
A=-
a
T--T 7
4
t. A _Q
'411
n
A 411 A , 1 , A
E,
t zt v permi
J 71- + &
--4-ar
t
4 - t ;ns And locate WWII=
T I -B Contractor will make expWration excavatic
J J
r L E�T "\
ing underground facilities sufficient ahQad of ccna ctji,
41, t revisions to plans if revisLows Ars nsccssM blcauibA
actual "focation of existinq acijities ,
Z.
I.= t t, -" - t�
F4
-T Before excavatinq for this contr3c, vur2f7 10cstiOn of U004
any undergro
qro"nd utilities. The existencq and Wativ
utility pipes or structures shown on
................ �Ians were CCnta*n
ad
by a search of the availahle recarQ- To the Lent of our kno
-4 T
- Int "mo utilities except as Amp+ edge, there are no other ex
tin K ,
too Ell�J. f, 4 thoso plan5.
4 4 Contractor is required to take precjution'
Tand any wthet exlstindjinwu�,,�
not of record of nor s%uwn on those piano-
4 Z=J
T CUD
a- I
T 4- 4
wcrk near com! nny fawilinies ano s-
be Oade
in Lqio� 0,
4- -
The construction of the watur mains an6 ! I
+
Man STTO�42� L"UZo oved b
t Y he
a t
n.yl- otificatid, t
t tot
ny Departrant . er ahall. W
L all
4 -f- A-- =Q: 1, n 1 �71 11
t
17 Sin
4
& L : 1 11
-4
+ t
In. A I-
la
4-
e County .
-71 -7
approval of z .3 L
'T
A ...... I
4:
--- -------4 v
+1 t
ly the lacatiur AM Yource the
4
hal i
be mace on swWrade material &K paterial .
Ay 90 Pr or
nQ . ........
pill
-no
compaction of.
........
IL t
1=4z W.z
t
o
All, material in fill sections belo
1 , A
T J 1
T
K 4
1 4 74�-T-MT, 1. .+ I T-- 1
Y. , 4 A 74.
F7 t- & A� I , =T
9 .
4- i
gon XKU� 0 nal inspection. A er construc,
in seal coat will be &Pplied.
instruKion
12 . A lauoty encroachment permit in required fon any weA Abnavithip
n
e shall 1w
it old im
W f-rc 6 f rm st at Le Mau
h!
No.
s
Race SIM
owl
4
go&LEY
NAT rO
e shall als
Z4 E�
The R-value ren4
*Note:
The duraLil :
f 3 J
'7 (,&4
lox, t7i
ilk-
/ 79
N IV A
awn dn OM 7T JA,,No -t7
U ENO Q till -chip at