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46'8/on cb. 41.53 a e e a s
°la Q /a 1,414
� Ci
o/7 cb. V �o I� 1. All work shall be done in accordance with these
I V V plans and the 1966
V
tTOD eS' C /'bCi we Standard
Specifications
ns of
the County of S
an Bernardino.
V W
QJ C 2 . Bench Mark Data : Ben :h Mark A-216 . Chiz squareca
re on West cures
ret.
S .W. corner LaRonda & Hellman. R1. 1428 . 521 .
N c
tp O fi e 0 3. Street markers per San Bernardino Countv Std. No
i C O ti n d��N N cp h ti Z /o O U P 303 & 303-A shall
'v b O �� mh cad � � vib coO Li 35 IU b
e constructed. at each intersection. t
1 N m 0 .,i N ro 4 . All Pipe lines b.
tp fi 0 L C p - or substructures of any kind shown or not sho�*n on
O h ;
To 1�I/est Curb W
/O these plans within the limits of this subdivision or
in adjacent areas .4
tp N ,, i� O cv 7
* �o where r
O � C} N � y, qp e improvement work is to be done shall he removed or relocated as
ii t � required at no expense to the San B
ernardino County Road Dept.t.
��6JI�BJ5. Compaction tests of enbankment construction, trench backfill
com
-
i
t � <} - Pacting original ground, and all sub-
grades shall be performed at no
b
�. '� n cost to Sa
0� � Bernardino
County. County Standard Specification
s Section
19d shall be super-seded to read, The relative compaction of the i§
f 5
layer
f - �♦. OO
h - 3• i
la er 0 . 5 feet to
1. 5 feet below the grading Plane shall
be 90 percent
.�
_ + 4p h O c in lieu of the 95 percent compaction required to a minimum of 2 . 5 f• O eel •'�
5
2
, v{ f h 3• m �
below finished grade in State to S a
rdard S19-5. 03. "ecifi
ca
o
ns Section
on
v
- - l
V V A written report with these compaction tests shall be submitted to the
?
t:
E
X
I t
4i
S
_ _ _ _- Contracts Administration
� p n v Division of the County Road Department for
4i ti
►I 1
G'� Q1�j b fi'� N�O fiCi fi OOV, +rj �Np tp •�J� n�p fO f Z• eo V .-�CD t�V fi fii W + ' bbFS.
2o c O w O V i approval , prior to placement of base materials and/or surfac
in
g.
he responsibility of adjusting manhole covers , paving repair, p
avi
ngEX/ 6 . T
Curb "10 replacement in connection with subdivision sewer line installationsTOpsxle lvet
FS O will be the responsibility of the owner, and shall be accomplished in
compliance with Ordinance No. 815.5�
Jh� + C ^ 7. When curb depressions are provided for driveways , complete
b �V cL ti O ^ h W t y drivev ay• so QO h �o n! 4j fih '� construction will be required in accordance with County Road Depart-
t /465 m F. S, v m 7485
eh "n meet Standard Drawing No, 128 and related specifications , s�
' d O
- ! �' Co h ap h•� fi M . h 8. At the completion of rough grading, a materials report
e ort and the pro- ch N posed structural section shall be submit edby t Ptract
engineer to
the Subdivision Section of the San Bernardino Count Road Department
59.63 on chi 3 Y P
y for review and evaluation. Approval will be given when all structural
section requirements have been met.
0
46.93 V EdSf r
41.64
9 . when the roadbed has been graded to the approximate elevation and cross 1
0n c n sectionall rocks and lumps earth 2-1/2
0/7 cb. , nups oearover
3 5 $2 9 Winches in size and
Ve
f.
theroadbed a r unsuitable materials shall be removed from the upper 6 inches o
h1 6Q O V O O Q O 52 nd disposed of. In lieu cf. the above requirement, the '
W ^ NV fi ti 3 contractor may furnish as an alternate 2-1/2 inches of Class 2 A.B. or
.East
O re-sam led andpre-tested
EX/S� FS♦ N �° O h d f �' r(2 P p import or local material , free of rocks ,
fi fi fi o ,� � b o' � � � TD,D E S U 3 ,•_ which has at least the minimum required "R" value on which the tract
fn N Oco + b J 5V t1j cv t� design is based.
b h 10. permit will be required from the San Bernardino;
46Jr cp h b Top FU U1'e East Curb hq County Road
A
'- Department prior to any encroachment or construction with the Road
'� O O � : : _ _ x ►
Department' s easements or rights-of-way.
vj h11. Adequate stakes shall be set by the engineer to enable the contractor
'PROF/LE SCALE.S ,
t
., to construct the work to the plan grades .
11111101
12. Sub grade stakes , driven to the Pavement sub-
grade elevations shallHOR/Z. / = 40
be set by the contractor or engineer. The stakes shall be set at all
VERT. 1 4
I •
_ , hi
n e e
d e of Pave
ment and
crown points s
within 0 . 01 foot of sub-
8
grade elevation and at not more than 50 foot intervals Addition
al 3
^� PLAN SCALE stakes may be needed at warped or vertical curve areas . Sub-grade
Top Exist. East Curb try /=40' stakes shall be in place prior to paving to permit spot checking of
sub-grade by inspection personnel.
�. fur ve DeM Curve Det&
�h d =827'05 " d = 5°56 '43" Curve Defe
JY #- R=330 L= 48'68 W R R = 270 L- ?80? d = 10,44 ,36",
WCbR=g/e L=46.9/ f'VCb. d -6°26"ho"
E R=300 1.44 25 T•22/7 W Cb. A -2,62 L*4/.53' W ft R = 2F L= 52.8 888
L=50.
R=300 4-44,19 T•2?./3 W. Cb R= 2B82 �
9� 0 R= 500 L_= 56.25 7-28.21
\h ,Q E Cb R =318 L- 59.63 f 3
Curb Rfm Curb Rin \19 E Ft R =
See Sheet 2 d =90°18 '46
�d• f h� X10
A.0 �DiKe L �/�/ 90' 30' L 3/53 e� QG (��d
® �2 /e is Q ��� Pc
o.s• Q 0.5 ohs
FIG
P.CC. curb 9ulfer� �' ,
,� 44 20 �G 2/ o. 22 Q�• 23 Q$���$\ -4 og aka
/ �' g� Q y�• QC gk �,PC'S�P 24 25 1d c u #�9
Gan GOn �� lb
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; 60.3
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00,
\ Gf, Ok 6 p (vD 4 � - 0k v 6 � 6h6 E'AS T YY0 00 .,\� ��'',,��' g o o ti
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Coll Cj\x� GDS'y>r� �aq¢ Q 3/ 30 W 29 28 G��305
o p p e
N11 W g h ,�, ti �tb yid �i Z,? i
lb
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61
30
curve Defa CP Pet GO
�. ;
0.5 4' 6' 12 12 G' 4' 0 5' � d = /O°43'47" .'
r N�fur�/ Found �N ~ W & R- 990 L X6180
n W Cb R=316 L= 59.55
f R =900 L= 56.187'217
$!o p f/. /' L evel r 0.17 Line ti _ $lo�e}Y4_.•l •� �M NT E Cb R `292 L- 52.8/ -
g•Ci. - 6"c.F, - w5U 5r. 2 E R = 270 L =50.56
C017,51 .PCC Si�eW81l(,) C/EL/TO
per 5& 0/09 1014/0-0/0a L COn5f A.C. Pavemer#, fu7{ure 57'
See Note B Improvements n F W.o. No.
M PREPARED BY FIELD BOOK REF. COUNTY OF SAN BERNARDINO
COn57 P, C•C• Curb �/6� C017S d' ,C. D�Ke - ANDREASEN ENGINEERING Co.
TRACT NO. 8583
al//Pr Per Sf� #1/5 Per Std /i� ROAD DEPARTMENT
INDEX MAP 777 EAST HOLT AVENUE STREET IMPROVEMENT PLAN ROAD N0.
/ 500 POM ONA, CALIF. 623 -1595 DESIGNED BY DRAWN BY I CHECKED BY APPROVED BY
R. EASTWOOD AVENUE FILE NO.
T YP/CAL SEC T/O N
E TWOOD VENUE
SUBMITTED By C.D.E ASST. COUNTY ENGR. -ROADS DATE 5
AS AaA444!��.E.8205 �k►C.., No
RECOMMENDED/APPROVED BY
Std♦212686 to Sta. 4f87. 83
DAT E_Z�2 "72
See Sheet 2 for Sta. 5f/Z.B3 to Sta, 7*96 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATE SHEET 1 of 2
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6.5 loo Nor h Curb
C . PROF/L E SCAL ES
Z. / - 0
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. VERT. / 4
C I
d
PLAN SCALE „
Curve o of a f 40' \ +�`01
Ad =23033' 2.3 " �f!
R R a 50 L- 00.56 Q\ gid
Cb R -62 L a 25.49
t
Curare O afa 6 � 7 8 9 /0 �t� 5�ae /I (n� /200
A = 136° 47'0.q " n
R R =70 L r/67/2 5 /'W Q8 GGa LJ a kd,
Cb R =56 L -138.47 11h W 5kae< 5
S �' Q �` Of be
15
6192 h m ab9 v o�g °k
G d
5,M,H. 6 �e�e _ SP/NEL _ s.M.H. AVENUE -
7
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ti I \� a
P t09 7/ 6.f. 8• C• R.
L , 6 1
Curve 08 fay P� 6' p 6 62 ti. e1� 'GJ
a
=29,33' 23 " _ 665 18 17 /a5 bei �8 /5 /4 /3
rt 81. 64 6,C. /9 y n
Cb R -G 2 L = 25.49G�f
Curve 0-64a h• k. .
d =69 1.40'23
2 0.5 p,5' A R=20
Cb R -32 L -50.06
R -50' L - 78,25
3O' 30' 90' f 30' t
� h W
12' l8' IB' 12' 12 ' /6' /8' /2'
Curb Rfn �! 0.5 4 ' 6' l2' 12 6' 4' 0.5 0.5' 4 ' G' 12" l2' G' I 4'� 0.5
d =e9°ai•i2" I\ PO Curb Rtn.
A =90°18'48"
0.96 0.65 .35 C•35
R=20 R =20 O,60 0.85 O.l7•
483151 / O' L•8/53 Level Line ,Q /O ek l sb a V., :/ t Level Line _
i S�O e �a"•/' `.' 'CF . t o !• :1.'..i p"C'.!. 8 •J " C017 P. C C.
6 9"c.,C , , - Cons{ PCC.* 51b'ewa/k :' ' ' 51cewelK per
9 Consf RCC' Sleewa/K per S•fd * /09 "
O *49.9 6 a-c. 6a ti T o*50.z7 R F c. per 5fd. 'x/09 �-' _Consf A.C. /Oc?vL nf, A Std. */09
� o*3e.z/ E.C.R. `Consf A.C. Paverrvn4, See Att Lc (6 Consf PC'C, Cu/-b 0 /8"Guf/e�per Sfd ��/5' See Nofe d Consi PC.C, Cu1b /8 GuMer
0,P3770 B,C.R, �.
t}v,
-*- _--� � 6y y,� _ Cern fa' ��/5ur6 �/B" Guy/er,' per Sfd. # //5
_ _ p TYPICAL SECTION
EA.S rW000 6°'6 6 �`� ara S�� oti SP/NEL AVENUE
TYP/CAL SECT/ON
6 a; 6 66.5• AVE Sta. 3*16.03 to Sta. 7t 66
MONTE VISTA STREET EAS T WOOD AVENUE
Ste• Of 38.21 to Std. I+81. 64 Ste, 5*12.83 to Vc?. 7+96
` �- PREPARED BY FIELD BOOK REF.
COUNTY OF SAN BERNARDINO
W.o. No.
a h ANDREASEN ENGINEERING Co. ROAD DEPARTMENT TRACT NO. 8583
• 777 EAST HOLT AVENUE
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET /MPROVEMENT PLAN ROAD NO.
o{� POMONA, CALIF. 623-f595 ,q• G MONTE VISTA STREET FILE NO.
• __ R.E. 8205 SUBMITTED BY - C.D.E. ASST. COUNTY ENGR.- ROADS DATE SP/NEL AVENUE
RECOMMENDED/APPROVED BY wcr• 0
DATE 7 - Z9- 72 �aa. .y�.� 9 Bo•7.2 SHEET 2 of 2
MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATE