HomeMy WebLinkAbout473 SUBDIVISION IMPROVEMENT PLANS
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Sheet 3 TRACT NO, 7
LEMON AVE_
SUBMITTED FOR APPROVAL BY
ANDREASEN ENGINEERING CO.
R. E . 11363
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APPROVED BY CHECKED DATE
y ,7• y -J SAN BERNARDINO COUNTY ROAD COMMSSIONER
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Ch, ,Ptd O(1 Cb. ,Ptn. e /"=200' e DEPUTY DATE .Z _ iv
D=92°3/'53" 0 �t 0=B9°44',37" �l
L= 32.30'
501 5� Z-9/. 33' SHEET NO. 1 OE 3 SHEETS
See .5heef 2 r=20.90" a,\d9 ( ,�2 rS/9.9/' See Sheet 3 ORANGE ST.
R5"Zo � Q � � �� •,Q`� A7=2/0
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W ESTIMATE OF QUANTITIES
i I �b ``� h Q • G' G �S�' p Q �z 3" INDEX MA P
I I l0�`5� �5� c+5� ore a Q ( I .ti /. 46, 045 s f. 2",4 C. ,oave�nenf
I I G G° �° �� I p° 6 N 2. 2 742 /,f AC.C.' d°Curb
/ £ NINETEENTH ST. 7
h' 3 X12 //7 P.C.C; yeriable curb /B gu�fer
�l. /27 /.f. P1.2.' Curb ol7ly
5. B9d s f P.CC. Cross-gutter
a;%, 5. /9 /24 s f. A 4 4"fldewa/k
OPA L �o ST Sao g y O T ES 6, X100 c.y. Street exca vatron
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I - 1 GENERAL N 9 68 If garrlcade
I. All work shall be done /h accordance with these plans and the 1966 Standards and 9. 2 eo? Rdise S.AI H
A 'I �3� Specifications of the County of San gel nardi�7o. /0. 3 ea Street markers
I 2. Bench lVerk Data: Chiz. cross on S.E. corner of PC.C. headwall at N W corner of ger l
o o ' Y //. 2 ea. PC.C. cut off Well -
2
st and Nineteenth Street (7.vcr NO. 77/5, S B.Co. Rd. Dept Datum) /2. 52 /,f' /Pernove barricade
I Z Elev. /527. 04
� S r et mar er- per 17 A rear ii7o oun Std No. 303 303A shallhe constructed /j 454 /f Remove 4 C dike
r I ( � I v 60• 3. t o k .�p Sa e d C ty � s 6
at each Intersection. /4• 3 ee. Clearer /Y/arkers
I B Al/ i e /fines or sub tructures of g kind not shown on these /19175 wit i the /units
P p s nY p h n
I v Changes or altercations to this i
4� I /2 / /Z `� ( of fh/s subdivision or /n ad acent areas where improvement ` 0,-,F is to be done d ram t-rt g,
¢ 0.5
' without racer written a
Ile, i ' shell be removed or rp/ocefed as reQu�"red at no cost fo the San gernard�ho i� ��e'c��c�l frau the
O' N1, OS' 6 /Z /Z 4 OSS '� j3. s3. County Road Depf �aarsons $i a�otc�r� h x to, will be pros
S. Compaction tests of embankment construction, trench berkfi%/, and a//subgrades
3s' 22' cuted according to lam.
sip p• , os 0.17 sha/l be performed et no cost to San Bernardino County; and a written report
'°, yo • Leve/ /me shall be submitted to the Contracts Admlhistration Division of the Count Road
y These ptorrs and profiles meet current county •' '
8'cf. �--- — _J pe artrnent fora rove/ prior to placement of base nmater�a/s and surfacing. ��-;dords If the irn .row—ents herein shown r
P PP �' he des gn of the Pavement Stroctur
6. The res ons�bi/�t of adUSf/n manhole covers, pevin re o not tompleted wit!un one year from
Const. Q"OC-C. Sidewalk per S& /09 kt°inov� exist A.C. dike P 1' J 9 9 A /r, and paving rep/ace- s sh-wn s pre#i mi n ary and may be
1 Exist /inprovements� meat ih connection rvifh su6oivision sewer /she instal/at/bns w/%/ be the (Bond agreement dote), to chang@ after rough gradin
res onsibilit o the owner and shall be accorn l/shed/h co/n /lance with �F .r� Plans and profiles shall become subject ,
-=t h Const. PCC. curb¢/B gutferper Std//3 TYPICAL SEC TION p y f p P has Seen accomplish d.
T Ordinance No. 915, Sect/On 203, 209 and 2/0. �., tc;il-:e then current county standards and shell
OPAL S/. gone subject to review and renewal.
7 /then curb depressions ere pl-ovloled for drivewoys, complete driveway con-
Const �
T17 gr. 0.,36% -� Sfruction w�%/ be re�uii-ed ih accordance n'ith County ,Poad Department Stana�
/6 0 '
an re aced a 400S.
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: : TRACT NO. 7841
SUBDIVISION IMPROVEMENT PLANS
60 Cu
rue D6147
Curve Dafa
�° � TRACT NO. 784136'00
/2' /8' /B' /2'
y, N.cb. rP=482 L=3.86
-W. If R= 530 L s 5/. 80' 4i
W 6. R=5/8 L=5069' 05' �' 6' /2 /2' 6' 4' O5. SUBMITTED FOR APPROVAL BY
t ,e=500 L=4887' ANDREASEN CO.
,P=482 L=47//' 060' D.96' 065, 35' Curve Data
E.
0-470 L=45 94' [eve/ /,ne S/ope •/
B"c f l
/IC/''e 8=530 L= 25. 29 R.E. 11363
Const Q"'P.C.l, slymp/k pPr Std. /09 Const. Q"P. sib'ewa/k er Sto!/09 N.cb. R-5/8 L= ZQ 7/'
Et A7 500 L= 23. 86' APPROVED BY CHECKED DATE
Const P.C.C. C•vrb¢/8"gufterper Std. � S.ch. R=482 L= 23. 00' SAN BERNARDINO COUNTY ROAD COMMSSIONER
N Con. f P.C.C. curb /B" utter er Std. //S
9 P
h Const 2 ,4.C. �rnf, S. �,' R=470 L= 22. d2,
a DEPUTY DATE 7 w
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TYPICAL C . n
SECT/ON ,�t .
b tb. Pt/7.
L a ° °
J.,92091'59"
G 90 = o SHEET NO. 2 O F 3 SHEETS
ORANGE ST. See Sheet 9 0 9 A7=2,0
L=3/. 42 L=3/.42
C6. 'Pfn SACRAMENTO AVE. v _ as ! 0,5'
a ,�- 20
J=50
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v � ao _ � Q 4' T- 20.90 See Sheet /
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\� /6 w IQ �j /5 ,� v I I ( l 6 5 tai I The design of the Pavement Structure
°r� II I h I ° I I as shown is preliminary and may be
Const PC.C, curb /8 tier er• St4'//5 � 8 I act to Change after rough grading
0 sub g 6 B 6
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lonst P.1.C, cross � � I °� � „
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Const 4 P.C.0 rde k er- ( ccom lished.
utter per Std. //9 � `t S / p Std. /09 �i I I • .• ,
9 P b I
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Const P.C.C. cross- tier per Std //9 0
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ei � � Std. 303 y`303 d -� ,•�• �: �� � /nsfa// St. /!l ,�Pr pPr Sfd. 303�303a o� :: � 9 O � .
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Co sf, o .
CC, cu/off wg// � - � R�inove exrs� bsrrrcade
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Pr Stn.' /2 -�— ��
6"
b 96 tete hti �� 9� A�' ��
� ° A E '�3��`'� ORANGE
a ti�3 - - - -
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/OD'S B. Co. Draii�sge EgsPmenf _
� ��' '' �' �2•��R ______�- --�- - ti tip• 5 ti � � ��1
s. 34 I. - - ---
�arr�cade �'L�VE. `� (I Con f f barrrcade o�R�_- M . p1 6 -----_ - tia 9�_ �9 ` M 1� �b- ST
II, per Sta! 30S �` �h �,s \ titi; 0 oro 6 Q° 1
Grade to drM7�
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\ � These plans and profiles meet current cc+unty
standards If the improvements herein shown
are not completed vyet4::n one vear from
I R1 =
-
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I Q (Band agreement date),
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C a o I SACRAMENT r7 ♦ I I m l c
dl \ n subject
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l - these tors and profiles steal! been �c sub ec
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y. co: �
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AVE. I � I � O � . t. \ N to the then current count• standards and st•:nll.
1I 1 l a1 h V bot�ome sLtbiect to review and renewal,
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o5 t A.C. pavement er �c sec/ion 4,
P �`yP
� Chan es or alterations to this c�rt�wi
C6. ,Ptn. .3 4 Cons . P.C.C. curb /8 tier
L a (� v gu pe Std. //5
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a _ O I without ricer written
- 4 S/ tract /rhe C nstP . . approval l f ra
Q 3 O 90 0 Cr sidewa/k per S, d. /D � P� R1 t�
= I �1 ii I l
L 3/.42 See at /e t
f ersans signatory hereto,. � Q C6. �Ptn. Cb. �Ptn. p g ry .�to, will b� rc�s�
+. Curve Data �
d-90 d-90 t R=500 Q= 2°42'52" L= 23.69 cuted according to law.
1° o v R=20 rP=20 01 S.Ch.R=5/B a: 2°42'52" Lt 2454'
V L= 3/. 42 L=3/42 S.R R=530 G= 2'42'S2" L= 25.
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PROF/L E SCALES
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Grade to drain x/90
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1620 _ � o� �
.042 , ORANGE ST.
SACRAMENTO AVE.
TRACT NO. 7841
SUBDIVISION IMPROVEMENT PLANS
TRACT NO. 7830
SUBMITTED FOR APPROVAL BY
ANDREASEN ENGINEERING CO.
R.E. 8205
Curve Data
N.O d-.39°4549 p APPROVED BY CHECKED DATE
R-/50 L=/04./0 SAN BERNARDINO COUNTY ROAD COMMISSIONER
N.Cb. d =42°33Qo
R=162 L =/20.34 8-ro•C8
¢` d
=4?°3340" DEPUTY DATE
!?=/80 L=/3.3.7/ T-70.1/ Curb Rtn SHEET NO. 3 OF 3 SHEETS
.p S. Cb. d= 24°37 27"" d=80°39 b4`
R=/9B L =8S.10'
R=20
r. Ci `� S.k a- 21'47'19 L =2B 15',
V a R=2/0 L = 79.86' T=16.98
j
See Sheef I Curve Data /7 ��,�' �� no v ki
0 3o Curb Rfn. c c d= s°s2'i8" �� � l
!2' 18' /8' 1 a-90/Oro .o w 3 4 / 0
R=20 p � R=50 L=32./7 � �� ��k�' �/6 S ��
Q' d' t Cb. R=62 L=39.90 o /
L z31418 v V
T=20.06 b � � C, p � X o ,
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o � Curve Dafa ��.
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a =241 4348
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0 ,9-r50 L=2/0.95 /9
01 v 6 c6 R=38 L =160,32'
ZLZ
tri Q� R�� `Ys" ��Q9 az--46Qp� 2 Curve Dafd
9 9 OPAL STREET oh a-2534424
R--50 L -:,?21,d3'
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35 9 �, p16p1 �j, \0
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36 Curb Rtn. � v
o 6'r.900 `'' Curve Data Curve Oafa Curb Rfn. s �'
h d=3652'18 a=43 417;35" d= 91°03 06'' os-
R�c'0 R-50 L =32./7
' L -3142 , <° Cb. 9-:62 L =39.90 PLAN SCALE R=so L =3B.07 R=20
See Sheet/ T=20.00 /�-=40� Cb.R=62 L =4739L =31.78`
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84/5 on cb.
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0 I 2 39.90 a/a d/a /e 4 ata PROF/LE SCALES 2 I 0
80.16 on cb,
a on a/z ti f/Or/Z. /'--do,
a a c /20. 34` on c6.
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c; 1620 o.s1 / ,
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31.48
W o Q Top North Curb B
��°/4 0,614 Curb
/600 To P % J �, o o m �. o Wo I6/0 w Q
4,00
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39.90 � p
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ti o O 80.16 on cb.
Tan Grade 5,60/
W ti cb o \ 47. 39�
1600 5
p F h p O h °/2 on cb. 85,/O' 31.78
00 0 0 o p0°/ °0 ° o h o 1z,
16/0 on cb.
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1620 1620
Tan Grade 5,v,Oyo East o sij O6e� /
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3� TO SOUfh Curb
TOO
�. Cjrb 3.879
1600 op °
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toNmo� h
we 1 3
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SOMERSET DR/VE
4°/f OPAL STREET
TRACT NO. 7830