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Q B117en the roadbed has been graded to the approximate elevation and GENERAL NO TES SUBDIVISION IMPROVEMENT PLANS
cross section, a// rocks and /amps of earth over M? inches in size /. 41/ work s170/1 be done in arroreance with these plans omd the /966 StandardS,oer/ficatlons of the County of S,717 BernArdho.
and other unsuitable materials shall be removed frm othe upper 6 2, BrNCH M,4,9& Data. 071i. cross on S.E. corner of RCC headwell et N. W.. corner of Beryl St. and N07eTeenth Si. C Tract No. TRA CT NO. 79 63
22' inches of the roadbed and disposed of /n lieu of the above re- 77/5 - S,6. Co. Rd Dept Datums E/ev. 1527. 04
05, - qu/rement the Contractor may furnish as an alternate 2%2 /aches 3. Street markers per San Bernard��o County Std. No. 303 A 3034 sha// be constructed e/ each Intersection.
4" 3 12 /2 ' SUBM/T TED FOR APPROVAL BY
of C/ass 2 .48 es a cover coon `vhich to prepare the subgrade. 4. Al/ pipe lines or substructures of any k/�d not shown on these plans w1&.;7 the limits of this suhdi✓ision or/r7 Adjacent areas ANDREASEN ENGINEERING CO.
Remove ex curb 's where Improvement work 4 To be done shat1 be removed or rrioreMe` as renu/'red et no cost To the Sen Bernardino County Road Depl
Leve/ l Lrhe _ S. Compaction fest of ember,(menl construct/on, french bark6i%l, c7nd all subgrades shall be perforlred et no cost to San ,Bernera'lho
County ; end a wrllten reloorl shall be submil4ed to the Conlnvrls Ad/n1;?41ratl7n of The County Road 0eoarhrenT
for approval, prior to p/arement of bese 177aferia/s and 5urfec11'79.
R.E. If
3 63
Const 4"104'C. Sldewe/k 6. The responsr'bility of adjust%�q menhole covers, paving repair, end pev/n9 rep/acPmenf in connection Nle h subd�visron sewer
per Vd /09 l Const. 8-RCC gutter line /nstellefibn iv& be the rgoolmblYty of 1170 owner, and shall be erro/71o/Isheo' /n coI77ohenre with OrdnPnc'e No. 8/5, LARED BY - 8-G-He CHECKED DATE
/ Const, O,2' A.C. pavement
Section 20-3 209 and 2/0;
NARD/NO C NT Y AD COMMISSIONER
Const. P,C.C. Curb I � Cb. Rin, 7. When curb depression, ere pr vlded for driveweys, Comp/ete drlveyvay construcfron w/%/ he re�ul'red/h eccordence �
@offer per Detail TYPICAL SECTION - BERYL STREET a=89°58'/5" W Cb. Pln, with County Roed DepArfinent Sfenn'ard I�rc7wing No. 129 end releleW specificelioms
,P=20 Z d 90°0/'45" B. tion as shown on these Plans, /s not approved. 41 the cpm /etlo , indferia/s report Shall DEPUTY DATE
- ExIM;79 edr�e of gutter shell not L- 3141' lV !�=?O be sub/nitfed by the frac engineer o an Bernardino County Road Dept for review and
be broken during curb remove/. %/9.99' L=3/. 43' ev�lu e given when d// Structur'a/ Section requ�remen s ave e T NO. / OF 3 SHEETS
Any broken gutter shall be replc7re r' T-70.01'
to score or sewed lo/nT m1n, /O'
Note Lots 1-5 inclusive and lot 32 steal/ be mg�ntained a minimum REV/BIONS APPROVED DATE
See S�ieet 2 Add Note And A/en�th . of 2 feet above too of curb on BerylAve. ppro ved Structurd/ Sect Z
C Q' _ 5' , 05, -
kevenre Curb Okfa v 32 `i k.+ B' /B' 0, 5 4 3 2 / C c~ry r BANYAN AVE.
e� �i
U Instal/ street mer, er Q, to v
R-50 1� per Std. 303 c� 303a �t
Cons f 4"P.C.C. /delves/k per std. /09 - W
~ ' T 47 �' h Const P, C.C. Curb & Gutter p I�
er Detail
04 `r' � a ConsT, 0.2' 4 C, pAvPmen t- 'l"�?t1 C
SUBDIVISION IMPROVEMENT PLANS
TRACT NO. 7963
SUBMITTED FOR APPROVAL BY
ANDREASEN ENGINEERING CO.
Q
R.E. //3
APPROVED BY 8-C-G8 CHECKED DATE
SAN BERNARDINO CqVNTr COMMISSIONER
Cb. Ptn. ,SCb. V/7- Cb. afn. Cb. 11tH. Cb. AM/% DEPUTY DATE
0290° P�ShPPf 3 d,90,0 d=900 d=9J° Gs90°0I'45"
,9-20 /?
� -20 19v20 See Sheet 3
R=20 q=20 _ SHEET NO. 2 OF 3 SHEETS
L=3/ 42' , L=3/.42' L=S/.42' W L=3/.42 '
21�
Ts 20 0/
v "K See Sheet/
v 50.�
41 40 41 4 5
25 C �; /6 /5IQ v V 6 5 W) 22' 33
3
11751. t l
/ streemere)
h qo �
o i er Sfd 303Sr30.3a ^ C I I ��4 ^
/nsfAI/strref xwlier "' I ^ Const 4"P.C'C, �ctews/k per Stu!109 '
per N ti a Const, ACC. cross - ffer per Sfa! //9
I� "' p��o N C0nS A A.C.C, Curh & B GufferpPrSta!
1. � 0 3.
e
�Q U
l
L �1'�� 1�39'� '�ti$ �ti� '� So a�hti I 30 ' 30 ' 3
1 _ 3
/nsfa// 34/f. 6Arr��an'e - AVE 6 SM.N, w do 9,hl 6„ - e ��; , 16h sNr t! /2 ' /B, /d' 12'
per Std. 305 _ J 6
End sfreef,aer Sfd. 305 I 05' 4' 6 /2'
0-35, 0,/7' 0.35'
k\9' �, 9 o Const A.0 p�rnf p r fypica/ ,section v ' , �, ,
ConsSi
t, 4„PCC new /k per Std. /09 I I S/o e /� . Le✓e/ LI;7e —1
B e..
1
v �► Consl` P. .C: Curb /8"ruttef-,oer td. //5 �'�• N `� ( l� Const 4"/ill, sleewa/k
�1� ISt`d. 10.9
per P ` Const. 4"P.C.C. sidew&lk
�a 26 27 8 d ai / ,/ per Sfd, /09
3 2 29 30 3/ 32 N h (I Const P.C.C. Curt S /8 6uffey' Const 0.2 A.C.
per Sfd. //5 Cons} PC!. Curb X
I I I
TYPICAL SECTION TI Ig A'64, `ter per SAd //5
Cb. 91a - NIGHEAAD -AVENUE —
J-991,59%3,
PLAN SCALE L=314/
/"=4
22 21 24 25 26 27 28 29 30
PROFILE SCALES BENCH MARK
yorlz. /u=40' 074. cross on S.E: comer of PCC heee�wc7/I
vert, /"=4' of Al N! corner of fiery/ St`. & Nine fees fh St`
o, flee 15270.4
a
3I4Z'
m � nN ap�,41*4' 114C � 9'4Otdki
1580 � -1, -,% % _ 31.42'
�o c, N
r0/0 future VOkt17 cvr6a t,,tzlo a 3142'
IN tai
4Y4Y4N
� 3!.43'
t16a �*,% ; tn� N ,� mor h /�
.g" In /575
r4iQ ^ 144
°� tAQ
41 op °
47
1¢4tv
tv
o
/580
future
°4/ h Top North Curb
h 0 /575
p0
/580
510 future South rvrb
lop South Curh O N !.41' /575
W W 4 9's! aY4Y4`i
-
cV �
South o t� ti �� �; C. . c�. _
Q1 b a1
2. r
e.
J S0
HIGHLAND AV/ENU`-
TRACT NO. 7963
SUBDIVISION IMPROVEMENT PLANS
60'
30' 30,
TRACT NO. 7963
/2' /B /B" /2
SUBMITTED FOR APPROVAL BY
6 121 /2' 6' 4' 0 5• ANDREASEN ENGINEERING CO.
- �0.35' Q65" 0.96 0.60•
S/o e %4~••/� Leve! Line
M -` C 4 • R.E. 11363
Ca�sf. 4"P.11. Sr�eyva/k�
,S10 •
per Sfd /09 :�; Cons/ 4"P.C.C. SlYef11511C APPROVED BY 8-c -6d CHECKED DATE
J Const 0.2',4,C, per, Stn' /09 SAN BERNARD/ D C T Y 9&A0 COMMISSIONER
Const per Curb X- l
duffer per Std. //5 Cons/ I?C.C. Curb
Cure Dafa lifter per AY 115 Cb. afn. Curve Data DEPUTY DATE
C6. ,Ptri d=36°52'/2" TYPICAL SECTION d=9D° d r j6°52 /2'1 SHEET NO. 3 OF 3 SHEETS
G_90° RC 62 L39.90
Ls
?-20 Cb. P-62 32./7' GARNET ST. L wX 42 ' Cb. )e-6z L=39.90
L=3142 BUCK THORN AVE.
4' 4' �; 4- 4,
rJ 25 24 23 v 22
as" iB, i�, v �; /5 /4 /3 /212
Curve Data
Const d',0C.r Sio'eWe/k per 51tl /09 29 30'1 4i r�! d=259°4424'
26 1 1 1 n o O 00 0 �— Const. 4 PC'C, SldeWalk ,oer Std /09 Q Cb. 39 L= /68. 29
C017SI P.C.C• Curb if Gaffer per Stn! //5 tbo oo (11% 00 A 3k(0 R 50 L- 221: 49 '
3 Const 04 C. Curb Gutter per S . //5
° Curve Dkc7
A x-2-5.5114474'
W � b_. .�_ m ,Q 50 L z221.43' �o w„ w,---� o
6 6 w„-,� �
BUCKTHORN _ AVE. 6 Q�� s��N "�� 6 GARNET _ ST. 6 �ti° -
h 3
3� ConsCons/ AC/-'Y/nf,oer AC �irif!er
27 b 30
� 45
8.
pK�4 6 20
� Const ,oC.l. Curti � Cut er er Std. //5 (�• / cQ
O O P °Q
Te �' I �; 4; Const p .C. Curb If Cutter per Std
Const 4"Re*C. Sldewa/k Ar Std. /09 Q Q o N /
Q p O I O Const 4 P.C.C. sidewalk Sta! /09
I O 16 17 /8 /9
28 6 7 8 9 3I I � I � o
See Sheef 2
See Shee f 2
Cb. ,Pfn. Came Data Cb. )Pfn. Curve 0a1c7
d=90° a x,46`52'12 d=90 d=36°52'/2"
R=20 Cb. ,P=62 L=39.90 R=20 Ar
Ch. A7--62 L w-49 90
L-3/.42 R 4P=.50 L=32./7' L=3/. 42 AV
/'LAN SCALE R R-30 [=32./7
40'
D 1 2 3 4 - G f B 3 39.90' _ 4
V on ao PROFILE SCALES Z °l p BENCH MARK
��•, �` florlz. /"=40 ^ ° b ° Ch& Cross on S.E. Corner of PCC,
C,
h a dN. \ /590 Ve. /" =4' °�° �'°° % v N ^ 15 5 heac�'wa1/ al` /I/1�t! Corner of Beryl
S9 M O�, h n� o/ c} ,
N q° ° m pol' Sf N�neteenfh St
°�° N °0 60 �° c ° yYest �Q o n e
lyesl /2 N
°° E/ev. t527. 0�
5
84.14' on 6.
4 °084.14' on
N .
3/.42 �� q iU
O op \ q� v141
V �Y4 � � N
�o i kri
N Top /best wr6 q
NO t1i
Q
/580 M ^N � /590 `�Q% `� ^ '^h' O �n e /585
_ n
40
MQ�
O � � N °�o �� ha p0 � N �
/570
Q O � �N NQ° �; csz00
`-
il
96 � � 39.90 q O 'moo Oa
on Cb. p N a o�p h O O ^ / t6 43,01 n,
h
Nh ^
1580 1590 0 a hN nrid� � ,� 6�6 °
/585
IN IQN
In hl % N h "
O 0 n \ o ; h N ni �60� O h� N� N 6 �o b
4 O v- m
East a `�' �° y ro �°, W m m Q - a K N^ 9'B e 9B B �?
East R
2.95/, * � � c
� -Tan. qr 3.80 0 °O �,� N N ao Q h N Q Q 84.15 on Ch
N
Q
1570
.42
o O �
� 4N4' °/q�l4��Qv q
L
TOp Ec9s� arb
/580m � �
/67/15'
a
1570
GARNET STREET
BUCKTHORN AVENUE
TRA C T NO . 7963
i