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SUBDIVISION IMPROVEMENT PLANS
�Q
8.4NYA_ N Al/E.
60' ERSET TRACT N 0. 7830
30' 30' So►� y'
Sreet 1g3� SUBMITTED FOR APPROVAL BY
/8' 18 12' 4j ANDREASEN ENGINEERING CO.
05 6' /2 /2' 6' �' 05' CT NO h .�
TRA Q Q M_
35 o sca/e / -14D R.E. 8205
0.35 0./7 ' .. APPROVED BY
CHECKED DATE
S/ooe. /Q a./� Level Line Slope 4 '!
c.f 8c'.� : HIGHLAND A!/E. SAN ERNARDINO COUNTY ROAD COMMISSIONER
Const d",000 Sio'ewa/,� _ Const. Q P.C.C. Slo'ewa/k - — -
Per Std. /09 Consf 0.2 i4.C. Pavement Per Std. /09 Sheet I- /
$1 1514'k
DEPUTY DATE "
Consf PC,e' Curb (18"Gat Const PC,C. Curb /`/B�Gutter
Per Sfo: 1/5 TYP/CAL SECT/ON Per Std. //5 INDEX MAP I9TM _ sr SHE N O. 1 OF 3 SHEETS
H/GHL AND AVENUE GENERAL NO TES
See Sheet 2 See Sheet3 /. A// work shall be done m accordance with these p/ans and the
Curb Rtn. !30 30Curb Rtn. Curb Pn. 30' 3 Curb Rtn.
�' d= 90° d=90°/D%O" 2 /B /B / a =90 /966 Standard Specifications of the County of San
� d=90° 12' B' /B' / °
� R=20 R-2OR-:20 � Bernard��o.
,O f 20 2. Bench Mark Data: Chiz cross on S.E. corner of P.C.C. headwall
m L=3/.42 L =31.48 L =3/.42' •�
L=3/. 12 S � OS '° ',0.5 OS � at NW corner of Beryl St. and Nineteenth St E/ev 15270,4
T=20.06' c � 3. Street markers per San Bernardino County Std. No. 303 e
v ti °� v �' " °0 _ 309,4 shall be constructed et each iiTtersection.
m y W J �' m ao v ! v �►:
v V Li 3J op ` Q A// pipe /Ines or Substructures of any klhd not shown
o v �Q'W cbrjo v o �, p Q�IV 6 I� �t on these plans within the limits of this subdivision or in
I` 'k a ao V Q o �, "' Q � x��k� � � ad,jaceo t areas where imoro vernent work �s to be done
�►:
9,0 O � �' p ao �6, Le % shall be removed or relocated as re aired et no cost to
27 26 25 24Q // *z h /0 a Uj o' / o q
the San Bernardlho County Road Department
-
�, k3 0 c Y. p1 0 W
S. Com action fest of embankment construction trench
Ir backfill and all subgrades shall be erformed at no
Gutter Per Std./19 99�� pa 9a �� 'V cost to"San Bernard ho Count • and a written re orf
I 9$�� ep� shall be submitted to the contracts Administration
Division of the County Road Department for approval,
yPZ,,C6 I L
2� h� DDrz
top/ace/nenf of base mates and surH/GHL AND 9� 9� 9� 9 9� _ �p 9 9� AVENUE ��` ,° 6 The resoons1bi/1fy of ad,/'usting manhole covers, paving
�o �� o repair, and paving rep/acement in connection with sub-
Const 34 /f Barricade XONZo q, ws" ,s' yds" o t9� �� �m wIsion sewer line 1nsta//afions will be the respons'lbi/ity
£nd Street Per Sto's305/`305a �� ----- ------- — - - -- __ ---- - - of owner, and shell be occomo%shed /h cornp/�ance with
N N
Ord1nanee No. 915, Section 203, 209, enol 210.
7. When curb depressions are provided for driveways,
o o \o comp/ete driieway construction wi/l be required in
aci j ,c C accordance with County Road Department Standsrd
28 29 30 m 3/ 32 33 94 35 36 v, Drawing No. /2B and related specifications
� 8. W17en the roadbed has been graded to the gporoxirnafe
g elevation and cross section, a// rocks and IzImps of
�; �3g b V earth over 2%2 inches iii size and other unsuifdb/e
Q o �'� Q a �, �6 F /nateria/s sha// be removed from the upoer 6 inches
to of the roadbed and disposeo' of. /n lieu of the above
v W requirement, the Contractor /nay furnish as an
alternate 2/z �i7ches of C/ass 2 ,49 ,6s ,& cover coon
PLAN SCALE y W 9
which to prepare the sub rade.
/0 // 12 /3 14 PROF/LE SCALES 15 /6 17 /8
ESTIMATE OF QUANT/T/ES
66, 982 5.1' 0 2',9.C. PAvernenl'
/B6 1.f. P.rr Curb On/
c� _
/6/0 ,� - 57 s f PC.C. cross uffe�
5. 161 640 5 PC.'C. Sio'ewo/k
34 1.f. Anrr�code
31. d2' 31.42' 7 7 e0. Adj is S./W..tl.
° °/4°/ ° �Y4 °/4°/ a _ 8 .� ea. 5!ree° Ivorkers
O � a /4 �� 4 /
VV O
O CF Ci _ f,
.� W W � _ - 9. I-4, 070 cy St`rePt Excava ion
69 / Rerrmo ve Borr/code
ti 31.48' 31.42'
Zp4o �� � °' mm m m °� � �o �a/4 ° ° a/4 �g4a/¢°/4°/4 � V
4.
100
/6/0
� � �
W m X44/ d.o O o �! h;
uj hh
Top North �m m (Ind
.... . :/595
C6 0,0 ej
/6/0 o �'°'''`h c
Exis f ¢� oQ
14)
1595-
o° �
�
FX,S
2sQ e r•`SFS
v
South ,
row S � a �� 1'�,- Nq,
q12
595 o.
1 v 3
I
Top Ex�sf south Curb HIGHLAND AVENUE
264 �s�r/ TRACT NO. 7830
SUBDIVISION IMPROVEMENT PLANS
TRACT NO. 7
SUBMITTED FOR APPROVAL 8Y
AN/D�REASEN ENGINEERING CO .
Curb Rfn. y
d =80°39O.r1" C R.E . 8205
R=20 v APPROVED BY CHECKED DATE
L =28./S' � .t � �� SAN BERNARDINO COUNTY ROAD COMMISSIONER
T=/6.98 0
(J DEPUTY DATE
3 �
2e
sheet
o V 16 SHEET NO. 2 OF 3 SHEETS
30 ' I `9.� ra W
Curb Rt/7- co
See Sheet/ t d= 9/03'06"
0' 1 30 Curb Rtn- R-20
/B l d=90° L= 3/. 78'
J
R-20 =� T=20.37
4' L=3/.42' w,
0,5 0.5 TQ,
`a/o ti�� �jo�c m
60'
34 4i &J V
12 c� s' S�,a ; `° �, � o e 0' 30' $
(i--, 't K ti �
J ►�. m Z4 y 23 ��' h c`' " ? I2' l8' /8' /Z' h
W
W
(y) (y) � I: �; 05' 4 s 2 /2 4 0.5"
tj 00
0.35' 0.65' 0.96 0.60'
h o S/ooe: /;/ Leve/ Line
f S/o
0 �o �`L0y3 Per Std. /09
8c f'
SACRAMENTO M_ENTO �� 5M.H �� Const`0.2'
.90. Pavement Consf "POO.
S
6x b m 60 g �o Const P.C.C. Curb e Sidewa/k
6 o 0 0, Curve Oata /8"Gutter Per Std. //5 Per Std. /09
35 916 `X, W. 4 a=Z4l°/6'34" Consf P.C.C. Curb eN
R-160 L=67. 79 TYPICAL SECT/ON „
/B Guf fer Per Std //5
14 WCb. a = 27°35'i4;' SACRAMENTO AVENUE
R-I48 L - 7/.26
Q
OPAL STREET
0
o�1�2
J 91 Li Curve Data SOMERSET DR/VE
W1A N
12 /3
.'600 Curve Data O a=36 .56'06"
2k9 h �h ,p W/ 4,37°323/" o 9'R-r130 L-83.84 T=Q3.42'
Li x E.Cb. R-//2 L = 72.20'
ci O J R=/95 L =/27. 77 n
E4 R=/00 L =6,1.46'
Curb Rin R-:207
� a
36 e=90 0 �+: 4� Curve OaA?
� c b.
3/�2' V � o � - d=42°30'30 7/. v' �
PLAN SCALE V R 225 L=/66.93 T-87.52 0 n
See Sheet/ /"= dp` 4i
£.Cb. R=243 b = /60.28 28./5 lk m
= 25S L= 189 19' '00
9414.'14,414 `) �o� Curb
35 PROFILE SCALES 6 7 8 e _ _
W lop
a o a a "�i �°r4 ' � 0 3.
1�'
149- 78' c17 cb. ^ 3 /620
ti o
"14:114,414614 �
�e5 �+� ,
o 2° " tki
o
4
_ curb AV
gyp% Cu rb a Vie ` SFS.
4 s� To P
x,'sf
m � � �
TO L 36o/
o
kf
/600
W ►. a 3.6° 1620
vIro Li c
R 72.20 W ^ o
on cb. (10 m� a
O m o /►5 Q h o� o Curb
(V t
AO
�O�O �
3 ��
m
h p)
/600 /620
Tan Grade S.85/
3L 42
/90. 28 on cb. �(
/ tia 2p
Y °/ °/ 414 t
- � 4 4 4
r
_
001,
il r
� St C _
�
�
� �� � "' Curb � O �a
5� T°P
/600 T o
55°fo
X1-44 /F'
2
- SACRAMENTO AVENUE
TRACT NO. 7830
SUBDIVISION IMPROVEMENT PLANS
Trdllelle 'r4>'T'hoy
26' TRACT NO, 7
6"
SUBMITTED FOR APPROVAL BY
Curve Data k' Curve Data � � s S' �
D= /2/°07'5/'' 33' `33� `' ANDREASEN ENGINEERING CO.
R R= 50 L=32./8' R=50 L=/05. 7/' ff 22' 22'
Ch. iP=62 L s 9-9.90' Q �p �2' �o' .a' iZ, G�
�-20 Cb. Cure Dafa o.s ---� o.s
4=25344"2�1" R.E. 11363
APPROVED BY
I o.r7' 0.60' CHECKED DATE
See Sheet 2 See of right _ [eve/ 11!7e SAN BERNARDINO COUNTY ROAD COMMSSIONER
Bc.f. — 069'
0.5' L
DEPUTY DATE
4' *'
Y5 /q /3 /2 /� OS I future improvements � Grdo'e fo future Const. Q"PC:C,sio'ewa/,�per Std. i09 SHEET NO. 3 OF 3 SHEETS
8'
W 4 L,,r1dce ib
5"A10rfh of �'
3 Const RCC curb f r Const PC.C. curb /8'0Z1Me1-,ver Std. //5
O/8 9u to per Std. //S 6 T YP/CAL SECTION Consf 02'A.C. pmt
Consf 4" ACC f1Ye /k per std. /09 LEMON AVENUE
Consf A C.paverrment,or typliwl sech �6
`Oa
1 .
h, /osfa//3 C/earance Markers per
Sid. 304 Cm .30'o.C.
SA CRA MENTO _ AVE. ,�9_ 00/ Grade fo/o�n exls 53 �, �o
+ 0 t`ravP//P�r' road way �6 Travel/ed toed way
p• L— b / .....
�9 I ( _...._..............-._....._ ....._..._ . __ G`onst AC• pavement per typical see-) Af#.-
39� Q LEMON ! h: AVE
b
i A
I � _
6 - -
�Op �• oo h W . 3 '� 03 a,.e _-�--- -�• -tel —
I ( r ter er . // b .�
Const PCC' cub gut ,o Std 5 ,� �• F v Const. 4 P. s eek per Std. /09
I I 4i " . 09 Q o f I o C.C. ib` w / - 6
/ lV Const, 4 PCC, sio'ewa/k er Std / o Const .PCC• curb /8' utte-per Std. //S i 4
� � I � � 9 P -. .� 0 1
�� �h I detl n of the Pavement Stl`U tff
1 ConstAC.C, cross-gutter er Std //9 � I j ,,9 � iii �
I ap W \ _ V : l I i preliminary and may be
I o I � �� �� shown s p Y
Q h 6 T 8 9 /0 I 14.1
\ ` NOW/ 1/Ef//CC/LA�9 ACCESS — — 4' �Oii I I I ( sc►bJect to Gds Pe after rough r�dirtl
o liked
I i been accomp ,
O ( I o I � ha .. �
Ll
n profiles meet current corm
C �t These piens and p o s ty
CA n. ' �� N
V standards. If the improvements herein shown
jr90 Curve Data ,E' Curve Data ' �� N I I i are not completed pwithin one ycor from
\ I
{Bond ogreernent date),
,P=20 D=3652'/?" d :/2/"0T5/" � `' / J Cb. �Ptn. I I BI I -
[
ch. R=62 L= 9990' �P=.SO L=/05. 7/ `� I I these plans and profiles stall become subject
R R=50 L=92./8' �� o D=8-9,14d37 I I ( I to the then current county standards and shale
���� Z. � 0 I I J I I become subject to review and renewal,
L=3/.93
Cit es or alterations to this, d.rcr i
/2 v I 9 2 0.5' I wvithout ricer written
_� � os P approval from t �.
¢ persons si noto hereto will be pro
� � rY
3 cuted according to low.
- _ See a /e t ee eet
Id rrT r� l
_
O e' 'a e PROF/L FSCALES
39 9 /6 /6 /6 _ ,
Y
1645 _ _ 1650 t
N Q
Ni
\ a _ ufu e /7orfh �'
a o \ \
L'
Q' ' h
M _ rn
W
v T rb
% P hest CI-11-h
00
Q. �36 1 a
4 N
tv ao `h o
h441
chyo ^OopN tL�' h
u � q .� d• � 41 1 nj a1 v,
o ti p to h o a 'h o "? mop fufvre r7orfh Curb _
ko
/625 \
/ 45 /650 _ /640
O ti /0
Exisf � � o Grade �o,/vih erisf. �, Q V.C _
r`rav�//ea'road wa v �a _
ao �, Y .�
VC ; �. o � Boa ,
M e Fu/`ure
o it Irs.
a O'er W
O ,
a
N `n Bel/11 vn cf
oN
h
v D t\
^i Q�
r6 �
o / o
/625 o^ b Q /645 /650 °o
�. on c ^ _ 640
--T r 3.60
mIN
o f
y
O
33
• � � S u�`h �
r\
4 4 4 4IQ
o v,
b Q 20/ \ N ki
a4 \
, °0
\ a I /° I d N
14 lei 0 / -� 0 • a \Q � Q h
\ 0 \ -
Easflt' T sof cr
ati _ QoQ
36`Y
/a
Q
1625 2
�0 1640
:
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iL -oil
LEMON AVE.
SACRA MENTO AVE.
TRACT NO. 7841