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8,4SEL/NETRD, SUBDIVISION IMPROVEMENT PLANS
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TRACT N O. 7 913
SUBMITTED FOR APPROVAL BY
1 ANDREASEN ENGINEERING CO.
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R. E. 6205
t h z scale r"=3oo' APPROVED BY CHECKED DATE
o h SAN BERNARDINO COUNTY ROAD COMMISSIONER
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DEPUTY DATE/2 '.3'60*
CANDLEWOO ST.
sheet2 SHEET NO. I OF 3 SHEETS
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GENERAL NOTES
A/I work shall be done m accordance with these plans and the /966
X23 ndard S ec�frcations of the Count of San Bernardino.
cNu�cH I_ sr. Sta ,o y
2. Bench Mark Data= Chiz. 'o'i� steps of church A/A/ corner
INDEX MAP Church St and Archibald Ave.
d, - (Tr, 7669-Road Department Datum) E/ev. /280 55
_ 3. Street markers per San Bernardho County Std No, 303 x`303 A
—�a shall be constructed at a// intersections.
oll
4, 4// pipe lines or substructures of any kl� d not shown on these
plans within the limits of this cubo'v4sron or rh ad,�acent areas
\Q ,�� Remove 76s�' A.C. 0`
�,r, where iinprovelnent work is to be done shall be removed or relocated
\� Const 76 s f.4"'A.C. as required at no expense to the San Bernardino County Road Dept.
Compecfi
trelwb
rr�, 24" 5 and a// s�b rales sha�bepe formedtat no cost to the County
�o`�`A R CHIBA L D w AVENUE of San Bernard�rioj and e written report shall be submitted to
010 ` OAl knACCESSthe Contracts 4&m�7istration Division of the County Road
g _ N _ Department for approval, ,prior to placement of base materia/s
V o and surfacing. ,
6. The responsibi/�'ty of adusting manhole covers, paving repair;
paving rep/acelrent in connection with subdivision sewer /ane
Con t Pavement ;� insta//ations will be the responsibility of the owners and shg//
X35 S' V Q 9h 66 W Per Typ�ca/ Section p h
Je 8y 9�`• v V be accomplished m compliance with Ordinance No. 8/5,
Re�O �,iver' V _N �- 8\\ � N4 a Section 203, 209 and' 2/0.
C lV! °)-/ 2 3 4 3 0 6 7 # m 7. When curb depressions are provided for drivewgyS comp/ete
A ��b �� % 9v \ 2 ki � drivervsy construcfrbn roil/ be required in accordance with
C C C 0 0 h h G e0 �� County Road G�psrtmen4 Standard Drawl�g No, /28 and
16 P Cons o a .,QLO� te'� \�, r'e/aced specifications
rn� a tter.G�� er m 5 �� \ C�cG 3� �' 8 T� 1 ,� ., �� ^av- 0,94, ,�^
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Curb Rtn„ /� IB, �6' i , 4' Curb Rt/7 Q
e=900//0 9a, 30 d=83"58 50
R=20' R=20'
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L =31,42 See Sheet 2 L =3/.4/'
T=20.0/ T=/9.99 5tructura I Section Approved
PLAN SCALE
/"=40' MARK REV15ION5 APPR. DATE
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ARCH/BALD AVENUE
TRACT NO. 7913
SUBDIVISION IMPROVEMENT PLANS
60"
30' 30'
TRACT N Q. 7913
/2 /8 /B /2
SUBMITTED FOR APPROVAL BY
05' 6 12 /Z' 6' '� 05ANDREASEN ENGINEERING CO.
IS/o a O35 /7f .35'
Curb Rfn. Curb Rtn, Curb Rtn, Curve Data A
d=B9°5850" '� � �7 Level Line s/ope
d =90°
d=86/9.Q3'' d=3 QO /7 ~ : ec.F R.E. 8205
R-ZO' R=20' R=20 N. Consf 4P,C.C• Sidewa/k 8cf.
Rzd70 L=30.12 \ APPROVED BY CHECKED DATE
' Per Stn /09
� L =3/,4/' L=3/.42� L _30./3 N Cb. R=4B2' L = 30.89' Const d"PC.C. Sidewalk
Const. P- C.C. Curb �`/8 Gutter A Const. 02.5',4.C. Per Std. /09 SAN BERNARDINO COUNTY ROAD COMMISSIONER
T=/9.99� T-/8.76" �` R=500� L=32.Od � T=16.02� Per Std. //5 �
o� L S,Cb, R_5/8' L = •3.3.19" Const. PC.C. Curb �`/8 Gutter
See Sheet/ , ,� See Sheet 3 S /0 R=530' L =33.96' See Sheet 3 TYP/CAL SECT/ON Per Std //5 DEPUTY DATE �8 �.
50 50 h 30 ,�0" Curb l,�fn. 30" 8' Curb RM
l 4 Vis" 3s a 2 /6' /8' i '
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d-90, 4, �, a ` 90° MALI/EN AVENUE SHEET NO. 2 OF 3 SHEETS
05 Q Lij 05 t ( =3/.42' QS 0.5 L =3/.42'
V ti J Ci Z Cb J 'te t Revised Street Grades in Cond/ewood 5lreet
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zzz: ib =aj G. 4i d 4 ��! ti t0 c ,, 0 t Son l�ernardino County ooa' Commissioner
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CANDL EWOOD STREET
TRACT NO. 79/3
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SUBDIVISION IMPROVEMENT PLANS
60
30 30
TRACT NO. 7 913
12 18 f
SUBMITTED FOR APPROVAL BY
05 4' 6' /2' /2' 6 �� 05' ANDREA SEN ENGINEERING CO.
0.35 .65' 0.96 060
Leve/ Line MY4
c.{ $loR.E. 8205
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Const,4'PC.C. Sio'ewa/k B�{ Const. .Q"P.C.C. APPROVED BY CHECKED DATE
Per Std. /09 D Const 0.25.9,C. per Std /09
" SAN BERNARDINO COUNTY ROAD COMMISSIONER
See Sheet2 CurbR117. Const P,C.C. Curb//9 Gutter Const, P. C.C. Curb t'18 Guffer
30 = o Curve Dafa See Sheet 2 Curb Rtn. Per Std. //5 Per Std //5 -411Z , y
30 d 90 d- 3652/2
Z /B �18i R=20' R=50; L=32./8; I I I R 9 0' TYPICAL SECTION o DEPUTY DATE is�-+'8
os' 4 " 3/42' Cb.R=62 L=3990 ' BURGUNDY AVENUE �.
k L =3/.42 � SHEET NO. )13 OF 3 SHEETS
•� C\G �� Curve Dsfa
� d =253442G
poo �ae� 0 R=50' L= 22L43' �
C. Cb.R 38'L =168.29' W W & �a��a ��b e��c `o(, ��d CiN
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--- ._- � �� Q MAL VEN S.M.H AVENUE
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4' Q 4-36052/2" OS' V 05'
as' AR=50' L=32/8' d, - d' Curb Rtn BENCH MARK
Curb Rtn Cb-R=62'L=39.90' �Z o J3o j 6=901017,
=90' Choi. "o"insteps of church CM N,W corner
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R=20 Church A A Xmhiho%' Ae.d=86'2913 L=.3/.42 T 9- �P f ot`urn E/er. /280.55
See Sheet 2 R-20' See Sheet 2 ( r. 766 0�' Dep . D J
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PROFILE SCALES
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BURGUNDY AVENUE
aq x a MAL VEN AVENUE
TRACT NO. 79/3
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