HomeMy WebLinkAbout618 7' ter SINE,
OFF- SITE DR tN ,,C,, L
OAD,
VA
3 SHEET I of, 5
11 7 6,
so 29 2/101
G E N E R A L N 0 T E S
2 1 9 4
1 ALI, WORK, SHALL RE DONE IN ACC ANCE WITH TH" PLANS ANO THE
ov
'*OUNTY STANDARD SPKIFICATI S AND ft AWINGS.
SAN URNARDIND C ON R
22 -20
2 . 8f'N,Cff VARK DATA S, B. Co. S.M. ELF,
3 NO, 16' CAST Of NORMOT CORNER
27 2,2
54 TOE
E ,EWY COR Ja
31 Of SECTION 23, ON T"t "ST W t8T OF
..... WlkGWALL UFfUNCE
TK $ftT408T P. C.C.
SVEE'fil
0, lt, '0575 1
01" W.0. N V 0 2,28 5, 8`10,Ab N) I I OF 16
fl) NO. 301-A
3. STREET MAMR, PEA $A URNAW" COUNTY STANDAW NO 303 AN
2 14 2
SffALL BE CONSTRUMD AT EACH INnOSECTION.
12,
34 U *AftVIS $*ALL BE CONSTRUCTED AT EACV INTFUSEXTION IN ACCORD, E
4. STRE
------- APPLICARLE, SAN BERNARDI"' COUNTY' STANDAMS ALL STGNS SH ALL lic
W I TO
IN'ST, 0 IN ACCOROWE Wl"TH COUNTY ANO STATE S, IFJCATIONS- �
Al
44,11 oll " "'T
:11"3, #,: , S STUET VA TO BE C.,,,ONS, NUCTED (STD. 3,03a)
24 129 1 NNOICATE
W 21 It SIGN (STO 3,0,6 )
VIDICAT
IN
S. A Pf IT WILL BE 4 IWO f TRIE CUCAMON, A COUNTY- WATER 01.S,'TRI,CT AND FOX
s CAAWI S 0 E f T 2
MOR TO ANYWC10ACHUNT OR CONSTRUCTION WITHIN
MIR RESPKTIVE tA$fl*FNT$ OF RIGHTS OF WAYS.
N
A SIMT CALLS FOR
6 . If T# FINAL STRUICTURAt SECTION OF SPH,*,,L T C E TE TO
le K PLACM DIAKTUY, ON, SVBGRW,� A $41L ST"ILANT REGISTERED BY TfW, E-P A.
R APP'Ll"EA AT THE *, AN,, ",(J,,VA 81
FM USE UN A.C. ANDQ P- C.C. SOAU RE UNIF014
RJECO" RATE f" TIM KJLL PAYMNT WIDTH PRIOR TO PAVIN4;.
7 . AT M COW"TION Of ROU" 69"M A NATERIALS AEPORT AND, THE PMMSO,
SWMRAL OCTION $#Aa Bf $UMMO OV TK TRACT ENNGINVER TO TlW SU401VISION
COUNTY TRANSPORTATION Q"Aft""T I " REVISM
Sf..,CTIJON� OF THE SAN RERNA, LNO
L WILL M GIVEN "EN ALL STKXTURAL SFXTION' fW9lJlltF S,
AND EVALUATION. APPROVA
HAVE ,BEEN MET.
TRENCH RAC"ILL, C00ACTING
CONPACTION TESTS OF EVRAN NENT CONSMCTIONr
ORIGINAL GROUND. AND ALL SUBGRADES SHALL BE PER
AT NO CO TO SAN
SERNARDINO. COUNTY. A WRITTEN , REPORT WITH Ttl SiE, OWA,CTION TESTS SHALL BE
' 81
sm ifis ,,
f) VI ST, T N
CTS ADVI' ISTRATION 01
'CO"'N"(71,11"1_11E SUBMITTED TO, THE CONTRA N
NARDINO
00 A
COUNTY TRANSPORTATION' DEPARTMENT 'FOR APP40VAL WO TO PLUVWNT OF BASE
pt:t
AW
'P MATERIALS AND/0,R SURFACING.
c "C',
_6 4XITO AM,
(92, CY"Y
pomt CA#tll* 9. AT THE COMPLETION ERIALS 1W TE
OF PAVING, A VAT 7 SUALL JWSU It b TO: Tn,,F
,6
C, lt -WALL
T"i WWWO-t
�NTY' TRXkN`!5`,,P0-, -0N
JF 1 1
CONTRACTS ENGINE R aF TIE SAN #,,,,FRNA, NO C It *TI oc NT
EF
44; A
LISTING ALL TESTS OR OFTEMINATIONS COIA To-to YERIVY:
Cit*, RESE Ulw 8111"i*11 SIGNS, a) R-VALUE, SlEVE ANALYSI'S AND SAND MITNLENT OF
AGGREGATE RAHS
'F g j�,
b) STABILITY OIL CONT ,,,N'T AN
el XIST. 0 SIEVE �ANALVSIS 'OF SVIWACING.
IN EXPANSIVE SOIL AIWAS,, TIM "#,A
W ',C `6011"VEWAY APPROA, f1l,",or s-f"'),
Yt`*t, A
SU bE tJ"'D "It SOWWA14,81 1*1"VENAT APPROACHES, ,
IV v $'I 1� AND G`U,'T'TFA`l ''ll LF) SHALL BE SCARTFIED TO A DIEP" Of AT LEALU 13, 8) IT AND 401STURE SHALL
LltA ' 'o
%P' ', 1,114 jw%
N,
SE APPLIED TO MAINTAIN FREE VATER, ON, THE 'T, 24 HOURS PRIOR TO
*1 AV NG, AND, GIWOSING SVRF
AT LEAS
PLACING CONCRETE AND THE SUOGRADE SHALL THEN OF, POPAREO, WITUOUT, COMPACTIVE
2 "O' CAVATION
HILLSIDE
------- EFFORT
�Y VIAN KNENT
T, WWAM",*,"'A, E,
W 'L
SAN BERNARDINO, COUNTY' ROAD DFPARTVENT� APPROVAL DOES NOT INCLURE WATER SYSTEM
l"T,' -A-41-110,"A",, �,171,, m, AND ESTIMATE OF 'QUANTITIES.
$tiW" *A lln WHITE POST tST9 343h)
A
c'Ovonizad
' "A
t W�411tt "1011- (STO 3,06 )
A*
"'SE:C
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40
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i"S
-L7-
4 414
XvW4.4
4*
on r4p�1;0"lp )6
Tl�
LON SECTM $t�r '044 ctliew,6114.
ao";A- h4,,,Adod� W,0/8* wv�4 1644
pmooiro
bvii meld Mali
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A
foolwi,
P L AN,
Ao'
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on Awp
as
Awl
PROFILE,
sty'o.
f,00TT#,lllt DE U!�L,�, �
-OF,
V I C I N 1, T Y 4 A P
P,
NO SCALE
ROAD,
S'TRE ,,
ROAD, NO.
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E
DETAt ",,;'-'$3H T
FILE NO.
-VAT/—E
TRA 9329
SHEET or,
V! 40' V.C. 3/.13 GFr
i
s
4 l9
3t. 2
31.42 " C �
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86
ti V
IDO VC ti,h _ nr r�
31.42 C.R. 3/.42 GR to �1 0 n e �o hJ
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- - P/ 6 9,89 Rl V
f !N til °0
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Z• I + CO, \ '`h A lay a � �W � (� `, - .
N
1
2050 ti v � , o 2060 2070 •- Ivy ti / _ eo'�C. 0 2080'
0 o h R
O M• p h �, Q 8�° h d North r--= P/= 64.80 q
�,
\O '^ a b V V V � W
-�' th Cur /dr7' VC , O
o� v a
No
Curb f �,op 8�e V h h
P1=6939 O ti
orth O ro o .Z•4 �i O Rj
of
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fa �
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4 ► \ h
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00 / �o h ti v M
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2050 \ a ; A•9 h �; --- - - - - -2060 / 2070 - Q / 2oeo
i o � oh
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h O� q Z p � � � f 5• - - a � / P/-83.84
h h ti our?
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o \ �
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O t� 100 VC a p 2 __--
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Nk '%o P/r 55 82 fh Cvrb �r }a ✓
2050 \ Q 0 v 5°� - 206012
070 - 20702080
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�p
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f
' Q.QB .r Ca
ti
h Rl w
carp 'i� RJW '� p rL
50
�o , ao
E'$out -5oofh �r 56uth m ,pi � A O
6rovrrd tyre 8 %v nd f ,f�. / -
� •n► � fv /` Z•d 6r°v
.00
q0� i' ✓.�� PROFILE SCALES
I - - L
VERT. I 4
II 10 9 8 7 6 5 4 3 2 I _ 0
Cb. Rfn. Doi& Cb. Rtn. DataDa11 ,
Cb. Rfn. Data Cb. Rtn.Dofa Cb. Rfit. fo h Sta. 3•/4 N. I�arnovkExi:t/6PC.C.RA.(190
d• 90° d= 90' A- 90° d= 90' d=89'/0.32 i Const. approx. 201.F. 8" C'd G par Std. No. 115
R=2000' R=20.00 R=20.00' MESADA STREET R=2o.00' R= 20.001-
T-0000,
:r
L=31.a2' CARTILLA AVENUE z=3/.42' L=3/.42' /-3/.42' z =31.13'
T-20.00" See Sh«f 4 of S 700.00' T 20.00' Sec Sheet 4 of 5 T 20.00 ' r. /9. 7/ L--
2S' Z3' ?525 �I 1!
7' /e' ' /e' 7' �i Cer.SSfd. 3D/ 4vonf
ti 7' /8' /e' 7 o P 9
rc ta�!J44 of T-ro,r.
n1 ;I 1 ►� n� I �I rr � W %I Jpi(► 3ro1
h Co/75'trucf CrossGut`�r iSpondr� h' SCALE 1" = 40
CO per S fd.I /4/o. 119
� 25 5.63 24 13 6 5 81 12 ' 1 I Q III �'" E C"
? 5/.46 Lenst. Dave I4ppp-eaeA pop- }3
L 52.22 ecR MATCH I� 0+ 38 1 LINE ECR 52ta. 125 w =12' 66 28 BCR. MATCH i; 'I II I 0 1 C
O .x6.53 ZOP.95 0+ 38 a LINE E.C.R. � E 115
205.Q5 R/W 205.45' 186.33' 32 I
!anal D►ivm /4ieoroseh Sts, /25 wL12' 8+33.52 L.R. % _J 7+57 52 B.C.R. Const. 8C. G. ti :I
t" i 3+32.62 E.C.R. / ?+56.62 8-C.R.
------
�(� GA Aq �. ham'. O OD/V. F!C 6j� 5 6 �� b l�'�i (v q I Q--- - - -
040
i 0C
0 5q h 6p 3j CARRARI �I a33�i" �3 IN
, � ,10.00 /v f� �6 �6 h2 Qg �q• I 0 001
_ _ _ t �` 7-�1)5.52 W. _ �- Cor7sf, per Typical Section _ SC 4� P�< f� � 2+94:62 W. s9 STREET �C8 Lb �$ I k' C} II
W -� o �. __ _ _ o
f I
II
- -- --- - - - -- taw Cut Exist. C4 G. f
{ Const. 8'A C.L71lse Place Post �, �4¢F/Actor par Std. 306 'L 'L 1 iQi�novt 66.L.f. CPG.
Future Imp. s � Construct Cross-Guffcr E Spandrel per S/�!Owg./1/0. 119!2r; \ II
!1J Q Fut f�/W 5%y Tract Qridr ----- - - II
f w
y y Const. 8 Q C. Dikc a Z
I
Cl) 2 false¢ Post e R¢F/actor Per Std.'*30ro � I� U opo j �I
I! no = Q II
aD = II
fat Cb. Rfr1. iAe Dpikc Do& �i V
A.90049'e
R=.I 00
L=3/. 70' 2 v
T•20.29'
� w
Futuro Right of Way Lina. Right off' Way Ling � 'o
Right of Way Lira -�\ 4
Future
20' /O' 30'
_40-
/2'
/25 5.5 ' S.s' /2.5' - BENCH MARK
Nofe. Slope grading no•} •10
S.8. CO. B.M. EL EV = 2280.20
en p eir hon 50' North, 16r East of the Northeast corner of Section 23,
0
preptrt y. Ak bbr 5� h �� on the most westerly corner of the Southwest PC.C. Wing-
Litva- 0 D C' Lind 510_ %4� 1� wall. Ref. WO. No. H.O. 2285, Road No. 405750 Sheet
17
11 of 16.
n -
�L�--- - ----_
future Curb Gutter / f� G e1e ' 2.0 % -�
Cost. 8"'A.C. deka. Rao- Std. //7 Const. 8" Curb d Gutter
Const. AC. Pavelm-171 on compacted Par Std. Itlo. 115
Const. 2.0' A.C. ,Dikc. fern Ak7l ve Soil per Gen. Note`7 on 5•h/1.
Sta. i3.m f� /34.50
• TYPICAL SECTION GEORGE H. MIM MACK FIELD BOOK REF
COUNTY OF SAN BERNARMNO PLAN AND PROFILE OF W.0. N0,
214 So. Euclid avenue ROAD DEPARTMENT CARRARI STREET ROAD .
CARRARI STREET Ontario , California 91762 Designed by APPROVED BY
STA. 1+40 T4 16+57.76 (714) 983-0439 Drown by from
FYI �1'2�•�� HAVEN AVENUE FILE N0.
Checked by +�' �// �✓ ASSI. R AD Co"ANIS iCNEH ENGR.Dote to D)�*No-
g�z41� Recomended by 1100 W. .Of HAVEN AVENUE
George Ei. Mim Mock R.C.E.9399 Dote MAR REVISIONS APPR, DATE COUNTY ENS1� _ k Dote TRACT 9329 SHEET 2 0F
CURVE
DATA
,6=9570
28' 44"
P-
Cur b
R= 47'
R= 40'
L= 211.2 1 '
L=179.75 "
16
8748
3/67.88 CHC -
Poe 52!/ /25 w--12' o
CURVE
bArA
4!nk= 38'
44' 22"
A�
Curb
R= 53'
15
R= 60'
L= 35.83
L = 40.57'
14
65.6/ Consf. icer TypicalS ch
Ik
00.00
�b
1c'�r1g5i CARTILLA
�L - -- - _\
a 1�, 99l 853
21 k
e
2200
/00.00'
3S• 01
6v¢ . Const 8" C. E C
23
Q�
ti
I�
R�W �
I
5 O'
25� 25'
7'
/2.5 5.5 ' 5.5 /2.5'
2 z
Lina. %4 I'
R/W
Cons#. 8" Curb $ Gutt¢r Z Const. 8" Curb 4 Cuttar
pe.*- 5td. Alo. 115- par Std. No. 115
C0175-1. A.C. f�vement on corrpncfed
Motive Bose per6en./Yofe IV 7,"-,-5 f /.
TYPI CA L SECTION
MESADA STREET
AND
CARTILLA AVENUE
STA. 1+00 TO 2+37.43
SCALE I"= 40'
CURVE DATA
d =257' 28' 44"
j4p Curb
R- 47' R- 40'
L= 2-11.21' L- 179.75'
9/6788 CHC,-
A••
Con3�. Driv2
- _ .... -.: par SfJ. /Z5 �✓ = 12 o
CURVE DATA
Q = 38' 44' 22"
kb Curb See Sheet0of5
R= 53' R= 60'
3 L= 35.83' L= 40.57' 11 GO'
30,- 11091
2 /e
I
65.6/ Const. Per TyPico/ 5'cction � i
W
O
A R/ W
/00.00' 80.99 ' V
rL,9g35a MESADA - --STREET t/: � 0 '
rC.9A�Z9� 54 h � �'S��sO � 0 2119d. 62 W
f
1 6,
/00.00'
\ 1
Const. 8 " C -
o v 11 12
0 10 �' I
see sheet Z of 5
CARRARI STREET
BENCH MARK
S.B. CO B. M. ELEV. = 2280.20
50' N. and 16' E. of the Northeast corner of Section 23,
on the most westerly corner of the Southeast P. C. C.
Wingwall. Ref. W.O. No. H.0.2285, Road No. 405750
Sheet 11 of 16.
See
She, -t ?ofS,
1140" �
13
/B'
1
lrV
O
I I
R1W
60.99
4
1 i
1
n
'
ql
AVENUE/95.5?
4
I i
0/00 N
W
ITTI
R1W
Z
v
h
24
k
ii
1
ha
°
►i
I
a
I�
HSee
-51& -et of .
CARRARI STREET
Cons#. 8" Curb $ Gutt¢r Z Const. 8" Curb 4 Cuttar
pe.*- 5td. Alo. 115- par Std. No. 115
C0175-1. A.C. f�vement on corrpncfed
Motive Bose per6en./Yofe IV 7,"-,-5 f /.
TYPI CA L SECTION
MESADA STREET
AND
CARTILLA AVENUE
STA. 1+00 TO 2+37.43
SCALE I"= 40'
CURVE DATA
d =257' 28' 44"
j4p Curb
R- 47' R- 40'
L= 2-11.21' L- 179.75'
9/6788 CHC,-
A••
Con3�. Driv2
- _ .... -.: par SfJ. /Z5 �✓ = 12 o
CURVE DATA
Q = 38' 44' 22"
kb Curb See Sheet0of5
R= 53' R= 60'
3 L= 35.83' L= 40.57' 11 GO'
30,- 11091
2 /e
I
65.6/ Const. Per TyPico/ 5'cction � i
W
O
A R/ W
/00.00' 80.99 ' V
rL,9g35a MESADA - --STREET t/: � 0 '
rC.9A�Z9� 54 h � �'S��sO � 0 2119d. 62 W
f
1 6,
/00.00'
\ 1
Const. 8 " C -
o v 11 12
0 10 �' I
see sheet Z of 5
CARRARI STREET
BENCH MARK
S.B. CO B. M. ELEV. = 2280.20
50' N. and 16' E. of the Northeast corner of Section 23,
on the most westerly corner of the Southeast P. C. C.
Wingwall. Ref. W.O. No. H.0.2285, Road No. 405750
Sheet 11 of 16.
/400, V.C.
MAYBERRY
AVENUE
See 5171. 3 of S
20' 51ope Easarnant7-
o -
o
/03.89 122.00'
30
Rlgh+ of Way
/z,
Const. 8" P.C.C. Curb e Gutter
per- Std. No. 115
Future it
Const. 8 "d. C. Xlre
HIDDEN
20
Future- Right of Way
40' Right of Way
I
I _ -07f- 20'
lie' 12
12.5'
►. �-�
8' 2
�Q1 s�" Lina
94'
3
j Future Curb 4 Gutter
2%
Const. 8" A. C. Dike. pr, 5to! //7
- Const. A.C. Ooverr�mf on cornpr�cfed
Nob ve Bose Per Ge -n. Not, -'7 onS/it /.
TYPICAL SECTION
HIDDEN FARM ROAD
STA. 1+00 TO 12+60
122.00'
19
FA RM
SCALE I Is = 40'
Fut R/W - -
Fut /rnp •S 20' `31op2 Easy m¢n t J 0 N �1
/V '/y Tract 8117dry. — -
_--- Coast. per Typico! Section R 0 A D
0
/22.00
GEORGE H. MIM MACK
214 So. Euclid Avenue
Ontario , California 91762
(714) 983-0439
)22.00'
17
FIELD BOOK REF
Const
R1 /22.00'
REVISI
\ti
122.00' /22.00
7 6
Fut. Cb. Rtn. Dcvfo
k
a, -
A - 89 '0,9'36 "
k
R -- 00.00 '
U
L•31./2
J
T,/9. 7/
m
1 A. C. Serra ^7. Doto
h
of
p
L=31./0 T /9. 7/
r[�raaa fc dram
�
�n
I
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W II
v
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h
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I
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o
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ply�
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4
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6-136.J? JlJ
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QII�j���
II
ii
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u
in
h ,
ti
MAYBERRY
AVENUE
See 5171. 3 of S
20' 51ope Easarnant7-
o -
o
/03.89 122.00'
30
Rlgh+ of Way
/z,
Const. 8" P.C.C. Curb e Gutter
per- Std. No. 115
Future it
Const. 8 "d. C. Xlre
HIDDEN
20
Future- Right of Way
40' Right of Way
I
I _ -07f- 20'
lie' 12
12.5'
►. �-�
8' 2
�Q1 s�" Lina
94'
3
j Future Curb 4 Gutter
2%
Const. 8" A. C. Dike. pr, 5to! //7
- Const. A.C. Ooverr�mf on cornpr�cfed
Nob ve Bose Per Ge -n. Not, -'7 onS/it /.
TYPICAL SECTION
HIDDEN FARM ROAD
STA. 1+00 TO 12+60
122.00'
19
FA RM
SCALE I Is = 40'
Fut R/W - -
Fut /rnp •S 20' `31op2 Easy m¢n t J 0 N �1
/V '/y Tract 8117dry. — -
_--- Coast. per Typico! Section R 0 A D
0
/22.00
GEORGE H. MIM MACK
214 So. Euclid Avenue
Ontario , California 91762
(714) 983-0439
)22.00'
17
FIELD BOOK REF
Const
R1 /22.00'
REVISI
\ti
122.00' /22.00
7 6
Fut. Cb. Rtn. Dcvfo
k
A - 89 '0,9'36 "
k
R -- 00.00 '
lb
L•31./2
J
T,/9. 7/
tz
1 A. C. Serra ^7. Doto
h
D= 8y 00-9'.36 " R= 2o. oo '
p
L=31./0 T /9. 7/
r[�raaa fc dram
W
a
IIS
�n
I
'�
W II
�I
I�
II
I
I
o
: <
ply�
p
II
�I
N
�I
Ci
j I
I
QII�j���
II
5 '
C6. Rtn. Do -to
d-9050"2.4 lr� - II
�II44• a 44• II
32' 32'
T
0. 30
Con st . 6'B/ock Wa// per s 4d.
301, Along
Trtc f
BENCH MARK
S B. CO B.M. ELEV. = 228020
50' N. and 16' E. of the Northeast corner of Section 23,
on the most westerly corner of the Southeast P. C.C.
Wingwall. Ref. W.O. No. H.O. 2285, Road No. 405750
Sheet 11 of 16.
COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
Designed by APPROVED BY
Drawn by
Checked by I= ROAD COMMIS IONS R ENGR. Dote
Recomended by
CUJNIY
Dote
PLAN AND PROFILE OF
HIDDEN FARM ROAD
from
HAVEN AVENUE
Jo
1260' W. of HAVEN AVENUE
TRACT 9329
W 0 NO.
ROAD NO.
FILE NO.
Dw&-N,o%
SHEET 5 OF 8