HomeMy WebLinkAbout4523-1R
Hwl
PLAN S G A L- E: I" =401
:_
i f
:
,
RAOPOSiED OR 7.
,
i
4
1
,
i
r i
v
,
'1
:
• :
: t
' 1
. t
tA
ov
. .
: 2 f
t
,
_
1
,
I •
i t
;
I ;
t. r � '� , i r f s : , _t _ � , t
1 0
i t
,
- -
7W k,
,
1 «
,
:
t
i 2
1 1
,
,
•
f '
, � t 1 rf ' t � ♦r 1 t � � tE
/ }
,
„ , ,
.i
f
Ii s J
a
, } t I
1 i
- 11 1 } i i i {
+ r
,
t
23i' 2
+ .
,
I 4
• : 1 1
,
1 I + 1 .•ter
t }} ,
+ , I
1
f
Z ; 1
,
f 1
•
r
♦
[ 3 QT
• I F i , i , 1 1 ° 1 I - - ; ' 2 + 2 f : • ! i , V /.,
1 f
1
t : + j + 1 I t I ; i f i i { 1 � ♦ i
f +
i { : ' r t • 1 1--'--' - t _. _ 1--- - --__ _ ! -. _. 2 _._? _ ;—.i--. -t f - - - - ' ---t i - +- --i- - -. i _ i _ ._:
t -- - -t
- t : t _
:
• 4
i •
�t
t i t
! I {
._ -_I_ ,_. ,._._ ., __1_. I � -2- a a , + -� -+- -�- + -' -w - - -r � � t • t � T t�.
+
-- • , ,
T- L�' '1 '��� �% �r
S{CA E ! HO,Rf� ,
+- -}- - f--- - - -- _ 1 t 1_4
t —+ �-
[ iii
.__y.... , __�.. _..._ .__ f . .._-._ ____.r-_ ♦.._ _-__-____-_A. __.i _.__.T.__�___-.1.._.__ f-_.�.__-.j�.�_ r __ .___,. _._ __ __-.f. ___} .--.-___ __�. .__� ..._...,__-_ __ _ _._..Z .__.._y.____�._.: _..j-__.' _L. - { _ _, _ _ 1 +.. ...i _T_ Y_ _,.
i
f j
, { - � i + , 1 t i ' � t i S t ? i _._.� •.i �. _ � + _sem "' .►i-_- - � -- ,. _ ,
_.-..�_-. �.__.-�._.._ ;-..__•.--_.�-__._*-�_,.� y_. �----••}..-.-Z•----�- __. .-f-_ ��--�- -+ a -}--+-__ I i�� ��1�-�-__�_ ,'--Y �.'�-+c'yc. :�Vc-c'� �:t::ca•+' , i-
t - t
I
I ,
t '
;
2 • 1 1 ,
t ;
++
-- I - - +-- - - - —
TTT .
--
_p 6 7 8 9 10 1 1
O _
Future 9E C"#-ve- D,% -t&_:
A= 6210 29' !S"
R = 82'
L= 88.00'
L/ ve Oak
_�9ht
BENCUNINEENNEEH MARK:
FD. "[3,9 IN P.C.C. SLAB IN FRT. OF 14ARKET
INT. LIVE OAK & SLOVER
ELEVATION: 1025.66
GENERAL NO TES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS
PLAN AND STANDARDS AND SPECIFICATIONS OF THE
COUNTY OF SAN BERNARDINO.
2. A PERf::IT FROI+'i THE SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTiVJENT WILL BE REQUIRED
PRIOR TO THE BEGINNING OF ANY WORK WITHIN THE
COUNTY RIGHT OF WAY OR EASEMENT.
3. ALL PIPE LINES OR SUBSTRUCTURES OF AhY KIND
(AND TELEPHONE OR POWER POLES, WATER METERS,
VALVES, HYDRANTS, ETC.,) SHOWN OR NOT SHOWN
ON THIS PLAN WITHIN THE LIMITS OF THIS
DEVELOPKENT OR IN ADJACENT AREAS WHERE
II+:PROVEMENT WORK IS TO BE DONE SHALL BE
RE1VIOVED OR RELOCATED AS REQUIRED AT NO COST
TO THE SAN BERNARDINO COUNTY TRANSPORTATION
DEPARTMENT; IT SHALL BE: THE OWNER'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES
CONCERNED.
4. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL
WHICH CONSISTS OF ROCKY MATERIAL, THE SUB -
GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL
VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A
FINE GRADED MATERIAL OF A QUALITY BETTER THAN
THE NATIVE 1VATERIAL. IF ASPHALT CONCRETE IS
TO BE PLACED DIRECTLY ON SUB -GRADE, A SOIL.
STERILANT REGISTERED BY THE E.P.A. FOR USE
UNDER A.C. & P.C.C. SHALL BE UNIFORMLY APPLIED
AT.THE MANUFACTURER'S RECOOMDED RATE FOR THE
FULL PAVEMENT WIDTH PRIOR TO PAVING.
5 • INNIEDIATELY FOLLOWING REMOVAL OF EXISTING
PAVEMENT OR DIKE OR CURB AND/OR GUTTER,
THE CONTRACTOR SHALL DILIGENTLY PURSUE
THIS PORTION OF WORK 'UNTIL CO1r:PLETION.
6. TRANSPORTATION DEPARTbiENT APPROVAL DOES
NOT INCLUDE WATER OR SEWER SYSTE,`��I OR
ESTIIviATE OF QUANTITIES.
30t
SLOPE VAR/ES FROM
09'. TO +6,59%
STA 9.1-75 TO STA 10+88
Contractor agrees that he shall assume sole and complete
/0' ro 12.91
Ik
responsibility for job site conditions during the course of
0.20 T D,$4
construction of this Project, including safety of all persons
I
and property; that this requirement shall apply continuously
and not be limited to normal working hours; and that the
/S 77, A. C FjKvEMEn/T �
Contractor shall defend, indemnify and hold the Owner and the
ISL
-
OAE ✓ tE$ Ff20µ
Engineer harmless from any and all liability, real or alleged,
CONSTRUCTION NOTES AND QUANTITIESi
20,
in connection with the performance of work on this Project,
co1v.57-Auc7-0.2/'A,C. P.4VEMFWr-
OVER /VAT/'VE S'0/4. "/V7WA/Af
excepting for liability arising from the sole negligence of
O1
RELOCATE POWER POLE TO CLEAR CONSTRUCTION --------
3
�•
I
PE712 STD♦ 115"
the Owner or Engineer.
O2
REbOVE EkISTING A.C. PAVEbIENT--------------------
1250
S.F.
O3
CONSTRUCT 30' DRIVEWAY PER STU. 129 --------------
945
S.F.
O
CO!+STRUCT Y.C.C. CURB I. GUTTER PER STD. 115 ------
419.2
L.F.
O
CON STR9CT 0.21' A.C. PAVEf;Et'T OVER NATIVE SOIL ---
2350
S.F.
30t
SLOPE VAR/ES FROM
09'. TO +6,59%
STA 9.1-75 TO STA 10+88
3
ra
, Z_ !A Sa/2 R�-/-ria/rdlle Freeway
VICINITY MAP
ve.
1 vv ✓ A ✓
M■
io
VA RIES FROM
/0' ro 12.91
Ik
-ARIES ROM
0.20 T D,$4
VAR1,Q5 FROM
I
L I/£L LlNE"
/S 77, A. C FjKvEMEn/T �
ISL
OAE ✓ tE$ Ff20µ
— 5.31 */6 TO 09o'
I
20,
co1v.57-Auc7-0.2/'A,C. P.4VEMFWr-
OVER /VAT/'VE S'0/4. "/V7WA/Af
ST,R uc rU AA_f. SLcTYOlK.)
CON STFR[{CT P,C.C• Ca RS 40 &a 7-�R
PE712 STD♦ 115"
+ Ti4 TS
7 'ra 5 9
STA 6 S
TYPICAL SEMON
BOYL E AVENUE
3
ra
, Z_ !A Sa/2 R�-/-ria/rdlle Freeway
VICINITY MAP
ve.
1 vv ✓ A ✓
M■
io