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33' 33'
GENERAL NOTES SUBDIVISION IMPROVEMENT PLANS
ll' 22' 22' //' $ 1. A/1 work sha/1 be done /h accordance with these plans and the /966 Standard T RACT N:1 Specifications of the County of San /6ernardrno. O. 7219
Z Street markers per San Bernardino County Std. 303 S� 303A shall be constructed
at each intersection. SUBMITTED FOR APPROVAL BY
Grade sfrorc9hf 2' 3. All pipe lines or substructures of any kind not shown on these plans within the /units of AND EA$€N ENGINEERING CO.
9rode Al to th/s Subdivision or in adjacent areas where improvement work i's to be done shat/be
. 1.00.
5 79' 0.53 = removed or relocated as required at no cost to the San&rnardlno County Road Dept.
/,Z/H'/n cut Lol le
4 Compaction test of embankment construction, trench backfi%I, and all subgrades shall be R.E. 8205
_ 1.64 j performed at no cost to San Bernardino County; and a written report shall be submitted
1 to the Contracts Adminstrotion Division of the County Road Department for approval, prior APPROVED BY CHECKED DATE
J �J L I to placement of base materials and surfacing SAN BERNARDINO COUNTY ROAD COMMISSIONER
Grows I% /7/h. North Grnded Surface Future czlrl 5. 3ENCH /YIAR/l : Chi2. squore eosl curb -Beryl St. 6'north of SOuth trod
to oio llC ht lV%y o,,I�Ie
TYPICAL SEC TION bo`ry. Tr. no. 63/6 E/. 1719-14 DEPUTY DATE 8-z
Curve Data fufure curb HILL SIDE ROAD
G=36°5?'1?" 6. When curb depressions are provided for driveways, complete driveway construction SHE NO. I OF 2
Will be required in accordance w#17 County Road Department Standard Drawing No. 128 SHEETS
#R=50f L=32.18 and related s ec/f/cat/ons.
I I I I Curb R1n. Cb. R=67; L=39.90' /o SPcfeOn, 4s shown On these p/ons, �S not o amp efon 0 Subgrode rC vi5ed fo rough grade
30' 30 Oc 4-90
kQ of rough Brod hg, o rna u mi eo' by the trod engi7eer
2 0 EST/MA TE OF QUANT/TIES fo the Subc�'rY� o the Son Bcrnn�- ir�o o Ment HILLSIDE
4' � �' o o L=3/.42 V ��� ✓iew and evo/uat�on. - --�- --- "—ROAD—
osC'' Sheet i
o.s cs o d-. /. 52660 SX 0.2 A.C. pavement on 8. When the roadbed has been graded to the epproxirnate elevshbo and cross
2 2 2/
N 0.3'1 B.M. section, a// rocks and 1,117., of earth over 2/z inches in size and other
o o Const. PCC curb gutter per SId.I/5•• o � 2. 2863 If. RCC C 8'curb f /B"gutter unsuifab/e materia/s sha// be relnoved from the upper 6 inches of the
p I ` Const. 4"1?C.C. sidewa/k•. 0�' > /9 3. /26 1,,c PC C. Curb only roadbed and olsoosed of /n lieu of the above requirement the Contractor '
a Per Std 109 4. 990 sf RCC, 8"Cro,55-gaPer /nay fal-17417 as 6/7 alternate 2�2 /aches of C/ass 2 4B as a cover upon
6
\ Curve Data 5. I3, 039 s f. P.CC. 4"5&ewo/k wh/ch fo prepare the subgrade.
--' Gr253°44`24" 6. 7,/00 c. Street` exrayof/O/7
a '0 .
� ^o /r'R•50; L•221.43' 7. 94 l f 30rriCode
Q W cD W Cb. R=38; Lr168.29' Sheet 1• Sheet 2•••
B. 2 ea. Street markers TRACT
�'� ��1� DELLA Const, Pavement per s _ g -
+ �,�0 AVE. 34 Lf. remove barrr'cnde
Typical Section 0 N ( rJ
See Sheet 2 1 W NO. Q
0 BEE HWDOD - OR.
p Q V Q
b7l
6 a •
b
h a ti a' INDEX MAP 57219heet 2 f
OO 5361 1 Li y�a� a /8 SCAL E /"=400'
Const. 4"PCC S ewalk per Std 109-' Q�
3 W
Z I I o Const P.C.C. curb �C gutter per Std. lIS•'
v o o e tia OAy/ighf cut Dvy//ght fi%/ `�,�o
I o �0 /7
/6 cv 'h
� O o
Curb Rtn. - •`
/?' /8' 18' /2 ° m O 0 M
d=90 HIL L S/D E H Grade to rough gr474Ye per typical section ROAD
30' 30 Rs p0• Curve Data ?�/ _ 20 _ I9 18 - _ 15 _ 14
_
L•3142' R=50; L.,3218'r=20 :62' m
39.9 N x� M N Ex871 A.C,pove�nen
See Sheet 2 t
Ch. R , L: 0 m
Extsf RC.1. Curb cf a4wer-
PLA)V SCALE
Toe of //2 fill s/ooe
0 - 1 2 84. 16 on curb 20 /9 18 /7 16 15 14 13 /2
PROFILE SCALES39.90' W J13 j/.9 4/8 m/8 PROFILE SCALES
h`Or!z. /"= 4rJ" v on [b.
HOR/Z /"=40'
✓eY� 1 3 8 obi V1 y Q �i t0 C1 ^ VER T /" 4'
N o N v �: " O `n 2030
7-op future /Uorfh Curb Zxisr North surface -
Exist West Surface
31.42
0 aoy
'/4 d/4 1°/a 4/4 v
00.3/4 0
ni
�Toofst curbQ,
o � � o � � � CG'ruded surface
0
ftl
y� B00 ca
O�o p •C Om 2030
2020
2.0o%
Exist. If surface % 60�0 vo•V — — FLAIre it 'A'S.
/950 80 1✓c 9 W X40 0 exzF!. Lt F. S.
L +�
v q 84.14 on curb o. ��
in`' :Ii4.40 ° t
o N %nm Grvderr'surface __..
N
N M o 39.90' Q f 8 a/8 a/B a/8 `
• � °0 4.
O
�, N v a o`'� `� , SFS. m n cb. ci o m Ex/sf, �' Surface
N n 0C.) C':
v b N H 2020
40
h �
�' '� ``�^ •o o N T Of eor1h berm er 1` lCOl Set-1&7
I P P yp
e
0.314 ,
� Ton. 9rAde 6.85% �, `� oo --- __ _ _.
h
/950 Exist. East Surface ° 2025
�ti�' Top exlsf South «rb
�, � 1 040 0
31.42' o —°4°%f
C Too 1ufure Sar/!h Curb
114 114 414 a/4 14 ; 1,Top of East curb
op
tn� 5.80/ �
2020
'q f1iExl- rF4 15aL11h 19/w sarfoce
m
"'n Dwc, . No . q 419
1950
DELLA A VE.
HILLSIDE ROAD
TRACT 7219
30' 30' 3030'
SUBDIVISION IMPROVEMENT PLANS
IZ' /8' 18' /2' /2' /9' /B' /2'
4, 6' /Z' i1'
05' 4' 4-' 0.5 o s' TRACT N 7219
' SUBMITTED FOR APPROVAL BY
� "o 0.35 0.65 0.60
96' <,,, ORA l�' ENG/NEER/NG CO.
e� 4/ e x
8�f.
035' 0I7' 35 e% / .
Leve/ Line S1aP _ Construct044.C, p R.E.8205
8�r; --� � � �;
CCon,-Yruct � '•Const. 4"A.C.0sidew k
Const. 4"P.C.C. . B'•curb� Butler oerSYd. //5 per SM 109 APPROVED BY CHECKED DATE
��° -��._ .....Const, 4"/?C.C. sidewalk,'*
P SAN BERNARDINO COUNTY ROAD COMMISSIONER
sidewalk per Std. /09 Construct 02',4.C. per Std 109 T YP/CAL SECTION
Construct 9"curd � . after r Std. #1/5J BEECHWOOO DRIVE
Curve Data g � WaA g-z•- 8
a-36'S2�ZTYP/CAL SECT/ON DELLA AVENUE DEPUTY DATE G
�R=SO;L=3Z./8' CAROL AVENUE SHEET NO. 2 OF 2 SHEETS
See A/ R�yht Curb Rfn. Cb.R=62'�L=39.90' See Sheet /
Z-90 See 1I/Let'•/
Curb Rtn. `; I 30' 3 I Curb Rtn. Curb R67 Curb Rtv.
V 30' 90
o' - V L=3/.42' -�.; 4-9D° O /2' m" /8' /2' ti d=90° D=90° /2' /6' i8' /2'
l► �i r.= 20' V R-20' �' �' 4' 4• V R=2G' ,4 20' �, ti 4, _ - 4, `i
/8' /Z' 4i v v Q � F �0 % �
4q.' O p O a L-3/.QZ' 0.s o.si L=3/, 12' L=3/42 o.s 0.5 L
ti
o p 14 /3 `�? c T=20 Q �1 T=20 ?'=20 -4 T=20
/2 �h0 � � o � I �I�
Ltl , o a •ti d a 22 h ni I �U h 15 l 4 O , I p a1 7
a /nsfo//Stu' 303 St tiIQrker '� I ( A`0 �� " /nsfo// 51d 309 5f �Wrker
O I . g e Const 4 PC.C. side walk per Std. 149• c
Const 4 PC.C. Sidewalk per Std. /09 a '
••. `� " r b 00173 PLC Cross-Gaffer per Sto''//9 Const .PCC Cross-6ufter,der
-— - -- - - - - ---- ist C �6af
r �, •. ,�
-_ `
A
K 6 .C � � - � tV
o J.
D
_— --- ------- ------ -- - D —
Ntl
A�. ,�o �� 6� ti� 3 g9 Exist. A.0 -
a� CAROL / Const Pavement er �0�3� AVE. 3 5�' /5 b b� �' �'ti`0 /3 /Z _ Co�Sf. Pareine�f oer p� �� bb
_ _ 0 h ��0 ParPmPgf
� b
-- - T eco/ Sectio -^ ' Const. .�4/f bort/rade - -- - —+--_ - - BEECHI'VOO T ica/ ecfion DRIVE
P
� y
t P
� 1•
0
b �
a e•
& _
to r
� s S D � o
td 3 305 w w
� ,De 5 w w b
w
Q169 I/ � f✓irt cb. Gaffer
rzi4S-3*� o L=22/.43" � haO o " a0Const 4 P. C.C. sidewalk r Sfd. l09 ao p0 �' � Cb.R=38�L=/6829' � Const 4"P.C.C. sidewalk per Sid. 109• o .'
per yy'
�tip0
7 8 N 0 9 , k 2 3 4 5 x�b 6
O O Curb 8117
/8'
9
a 30' R=ZO' Curre Data
W
L=9L,Z' a=36°.sr/z"
T=20 R R=50';L=32./B'
Cb R=62'; L=39.90'
BENCH MARK
PLAN SCALE ChiZ. s,quare £a5t Curb Beryl St. 6'North of
/ ^ 40 South Tract Bcdry Ti: 63/6 E/. /7/9.Id
84./5' on
v o PROFI E SCALES w y� PROFIL E SCALE'S
W Horiz /u=40' t 3/.42' Xoriz. /"=4D"
39.90' Yerf /"=8' o e a a / '
196 e d Ilett.
hh V� /a Q 4 4
h W
to O ~ rs
�ajh vi1970
4 y � 9� v 0y % %
W �
Exist West/fvSurface - 8 D �'04 1 �, \ o h °o °�° Ezist NorthSurface ' h N N o
31.42' h "� ni ?OD/ o d a o
O
V /960 a vmi 19.50
?64
� ° �rop
NQ. o (o `O o ►. � ?6oiW � � o.doTo�o North &r
c
/950 !' N `n "� /970 °m a �' a To exist North Curb-J
0. 80 p �
• Exist Surface �' 84.%4' on cb. V h
4
o 00 V °/8 °/8 °/B �8 Exist. Surface a c
�. 1950
39. 0 1960
L' F. S. on cb �� o
N O O 6• to v;`v h Qi o
�O. o
o!� �! ?60°0 0.40 00 ¢O
/950 0 ° �'�' tv vi 1970 w 1 Exist. f.S J
i oo � � N `?• `h o � O o -
cv 6.0
Top of East Curb
�¢ ay °/ 9,4-4i Exist East�r Surface F-�cisf. South�Surface� 1950
tv o `� oo rp of South Curb J `*
e0/ * N
•Top exist`
� o _ South curb
/950 � �
Dwc,. No. 41
0.&0 0
CAROL AVE.
BEECNWOOD DR
TRACT 7219