HomeMy WebLinkAbout489 SUBDIVISION IMPROVEMENT PLANS
33'
22' 22' /�� 3 H/LLS/DE ROAD
to, /2 it
TRACT N4. 8 05 4
rade straight G,-Ode to t o SUBMITTED FOR APPROVAL BY
qN EA N N /NEERI��G CO.
0 5'
0.33 D.n 035 a 0'0 1,
Level Line 5/op G /
° =° R.E. 6206
8°�-- 8C s
•,; APPROVED BY CHECKED DATE
Const, thicd•enes Construct RCC SideWV1A,xr Std.'W1,00 sheet ao.2 /scale:
EX=jMoAp SAN BERNARDINO COUNTY ROAD COMMISSIONER
Future Improvements f."d Section per ConstrUcf B curb Y /8'gutterper Std rZIS
Grode on/y Oefai/ Construct02A.C. on 0.3'CA/.IIA B A-, Shee No. I Q sheet TRACT N0.7219 � J('_QO.._ ��7/
TYPICAL SECTION � �S � � a� � No. 3 Jr DEPUTY DATE �"o'a�' `""� l �
L NLl
TOPAZ ST. pcatnage _-_- A Fac woo SHEE NO I OF 3 SHEETS
L ST
L_ --� CoU��y
See Sheei 3 ard1bo o TRACT N0. 8054
6er� n o GENERAL NOTES
r 13 5 an V� ci h
6 5' I5 �� o, /. All work shall be done in accordance with these plans and the
Z� 1966 Standard Specificat/ons of the County of San 8ernardlno.
x39 = N 2. Bench Mark: Chiz square East curb Beryl St 6'North
of South tract boundary T/ect No. 63/6. E/ev /719. 14.
3. Street markers per San Bernardino County Std No. 303 and
ji-
009,
Future C.� �3903A shall be constructedat each /�tersecticn.
Future P.C.C. Cb. Guter Gonsf. T8 lf. farrlcede 4. All pl; e Mw or substructures ofany kind not shown on
per Stdthese plans within the li/r7its of this subdivision or in xadjacent areas where improvement work is to be done
--- w w w shall be removed or re/oceted as requ��ed of not cost
RSI L W `
Grede�`Shape o Grade only to the San Bernardiho County Road Department
_ TOPAZ _ ° ' STREET _
To Oran 5. Compaction test of embankment construction, french
obi k f �� �6 3 a \�� i _ - — 6 ��6r�de �haPe backfi/l� and all subgreo'es shall be performed a1`no
h �� ti �y� o� 6 \Z6 ti� �, �.6 9 tooxept drainage cost to San Bernardiho ; and e written report shall be
c , Const RaYernent per Typical Section �, 9
-----------.-.T__-- -- --_- _—_-- -__— -------- ---------____-.___..---- - submitted to the Contracts .4dml�74treflbn Division of the
County Road Department for aporov% ,prior fo placement
�. . -- :: — --- ------ --- ----- - - - - --� -- ----
--.t Ie-,ccP - -- y of base materials andlor surfacing.
Future PC.C. Cb. Gutter J h 1 a Const PC.C. Cross-Gu/ter per Std / 9 Const. .PCC. si ewalk h Future P-CC c-b qtr .i 6. The resoons�bility of edjusfi�g mash ole co vers, pavih9
`; a bob `; /ns-lal/ 6 ,co ,per Std. #/09 K Const Io I.f. B".4.0 Dike ;per Std0117 � repairs and paving replacement in coonect/on with
v, Instal/37!f. 24 C.iYIP m I 1 �, mCQ
Z subd1v1s/on sewer /�i7e installation will be the responsibility
Const /8 /.f. barricade,c�r Sto.'"`3G5/ /,Q 9a .9a/v , , ae• I �� � . _ Of the owner, and shell be accomp/fished/n tomo/fiance
Constdl'-d"A.C. Dike — V ,� I
Per Std. x°`'117 8. When the roadbed has been graded to the roxim with Ordinance No. B/5/ Sections 203, 209, and P/O,
v / ti I J ^ „ 9 '°'° 7. !�3/hen curb depress/ons are provided for dr/veways complete
;I i 3 N QQ Q/ Qz Q3 e/evat/bn and cross section, &//rocks and lumps of
g �3b b a Q �i• �! Q ti �; N . o'rivewa construction will be re aired /n accordance
by ' 0 13 .lo,i, O �o I earth over 2V2 inches in size and other unsuitable y 9
Josh w/th Count Road Department Standard Drd`ving No. /2B
a ^ 8 PccP�� mater/a/s sha// be rerno ved fi-o/n the upper 6 /hches y
of the roadbed and des osed Me /n lieu of the and related specificafibns.
Curb Rtn. z above -equii-&meat, the Contractor may furnish es > >
y6. 14 go-
%' 3o R-20 , an alternate 2/z /aches of Class 2 AB as a cover
\ , ,�� �o 30 8"P. C.C.P. To Be Abandoned coon wh/ch to prepare the sr/bgra Ye.
5 Q ,� �o, L=31.42" L=3/.42 9. l�Yhen the basement materia/ /s to receive paving,
4VW1
.rte s �� ao eet 2 � /f shall have a min/rnum W I/a/ue of 70.
�5 h 65 �, h ���� �° v b See Sh o
6� � m
4' 3Q o PLAN SCALE Di Revised Structural Section OWE r-I- BENCH MARK
v /"=40' Chi;?.square Eest Curb Beryl St
A4,4RK REVISIONS APPR DATE 6'North of South Tract Bb'ry Tr. 63/6
�X
6 7 9' IQ /I I2
13 El /719 l4
PROF/LE SCALES
0
pert.
^ future FS. o
Qrj �� Grede mdx./o°G 6,233 /0
00 W
/990
o m 6.233
5•
6.00% 7bo Future East Ch
o Top Future West curb a
Exist it W6.
Grade mm 10lo' /
H �
o 00 9t f`5. o
�
V OO!° +
6 �
o$ 31 d2"14 Jld 414
:East fP 6.p0% �
o 5 40°I° 3I.a2 v
b u �
al °/ J14
W
/950
No a 0 000 0 $
.o '�t Top East curb
,�`�q'Grep 35.3 E o�
o % 5ej0'/
ti h 5
5.400/0 40o/o f
am
M
. co
5.4000
�N -
/950 o
a ' �
TOPAZ STREET
TRACT 8054
30' 30'
12' 18, 18' 12' SUBDIVISION IMPROVEMENT PLANS
05' 4' 41 0.5' TRACT NO. 8 0 5 4
���'�• SUBMITTED FOR APPROVAL BY
ANQREA EN NG/NEER/NG CO.
a� Q/*
1 0 35 01
Sln a LevelLine 510 e y4 ' 1 R.E.8205
aMc.F. 8"c.F ....Const 4"P.C.C. sidewalk per Std !09
Const 0.2'A.C. t Curve Date APPROVED BY CHECKED DATE
SAN BERNARDINO COUNTY ROAD COMMISSIONER
G�( v Curb Rtn. �''•••Construct 8" curb & gutter per Std 0'115••: R=700 G=757.90'
T Y P/CAL SECTION DEPUTY DATE >4`10
"69
\�x x(2/ �� Ls3/�2' PEARL STREET SHEE NO. 2 OF 3 SHEETS
Curb
6 -- /8 s1
6`1.28 � � �� d= 93°17'26" /
4 / \ = 32.56 ". )6 4e
L
20 p
o C
6 7 -
t 0 i.2 .; - 21.1 U
7 \ T 8 F
�.6o Q v
�Q1- �3
/
5 .2 C/_ Std
b Curb Rfn. - ; - _ 12 9 0= p
I J R 670 L-/88.36 a, td �0 Gu ffe
sb N. � G=/60627,
85 24'CM P 3 Curve Data D= 93°1726" J N.Cb. =17°l3'�3" 682,L-?05.07 ; tC
6 . 60 �° = 7°06'6". = 70;L=X133.89" =20' w k p -
s�18 p_ g 66 N. t1 3 / R 6 R pl
V _
N.Cb. 4=38°13'32" ;R--682:L=455.00 L= 32. 56'
0 V 17 `� ( &
o Q�Sf 4ry,o / � , 30' 3 N %9
C,C `^ % } ig' o 0/19 N Sid'
e 4-
/8 d b�
xh0ti , �a ��r S -hut S o' �a Per
.� �' .D� k cy h L I x055 ter P gee
r o de l
, ��3 / �\ io Ips '^�`' 0175 f J?Cc G 9U" e,
a1ti ����`0'�v Rtn. .Q,QC fall Street Marker ;. �0 1 ,
'd-- 90 �.—--- -----—- -- �.a 3 �ti j o Conga
�• fro, R=2D" C'o,�s� yv � ,.:.D�,•..o;. ti•
L' G=3/.42' °,or lonsf P ti �� 4Z_�
®R
Z
2
0 - W
--- ---- -
,.. Cross_Gvfter per f
3
/4'
B� 9
S.Ch. L=�18.�Z7 @' I � & Curve Data
9 s
h3 h9669 - 9�6
�6 pti �u o S R a=/6°4/48;R-730 lZ-2127-:?'
b°' Curb Rfn. � � I I� � I I � o Curb Rtn.
QO
jr 87°02'55° See Sheet 3 4= 8710255'
R°20' Rr20' BENCH MARK
L=30.33' PLAN SCALE L= 30. 39' Ch& s uare East Curb Beryl V 6'Norf17 m"
455.00 T-/9 00' /„_40' T= 19.oo'
on curb
Y, South Tract B'dry Tr. 63/6 E/. /7/9./4
--3142'
/T 3142' - /6 /5 /4 /3 N /2 // /0
205.07'
°/4 °/4 '/4 °/a o b o r h Top Future fY'/y Cb
W Q, ti N o PROFILE ki
SCALES on curb „� W
Zo 'Yd % a� 32.5 �4.2o5 y°
a s 9' I aQ
� 10370 1.03/° h °j N. W 0
1960
H ^ ti ti v
a/30 Q/30 x/30 � cV � 41 _
TO,D of NW7y curb "' �, h C�
60'Y.C.(P.1. 61.24) tQ
o
V � M �
�; � ► , � 3'9 � a� � future it f.S.
to a o �? �, g6 •If /99
ko 60
tN4 P4
3.9
-Const ,4C. s/ooe p✓mf 6) 2'/
h a t FS d/30 d/30 Q/3o /3 d/30
103010 h '4 ,a 0°l°
N O
1960 °0 °
.Taa.GR 6'�0 49.48Vc. �' e
ago
a d"14.%142' v °/30 �a/a o v C e ti e 3.96
4 v , ao Too Future E/y C6.
m e 30 222.Zd" 205
ti rt �_ N 39 on curb co /990
o a, b b aj `O , R, 30.39'
414 1 °/s
45) , M �, To of Sf. ly amb
1. 0390 �
/5/.59 V. C. �
° d m N n n b S. E�y, l�
1960 �, a ^ ^ N
c o � 5.35 °f 483.27' e � 111, 10
v ^ 3,96%
5
40010
on curb
tno C, N N o 0 0,56
5/
6% 4O
h
V n •
dlt
2. o
PEARL STREET
I TRACT 8054
Curve Dafa
4=253°4424" SUBDIVISION IMPROVEMENT PLANS
R R=50; L=22/.43'
Cb.R=3a;Ls/68.29' Gurb°Rtn.
d=93 r7?6 TRACT NO., 8054
14 R=20
Const 4" PC si alk per Std. /09 3ti L=32.56'
SUBMITTED FOR APPROVAL BY
Const B"curb /8"gutter r Sfd.*//5 Curie Datd ANORE EN ,ENG/NEERING CO.
30' 30 �R=50,'L=32./8"
Cb. R=62';L=39.90 R.E. 8Zo5
12' 18' 1 12'
1.3 / G APPROVED BY CHECKED DATE
15 �aPRS' G �.� SAN BERNARDINO COUNTY ROAD COMMISSIONER
0.5, 4' 6' /2' 12 6 4' 0.5' 20f691_= 0' �G-
X��x curb Sta• 9 �1
ti Curb R n• PJ - capn- •
y30 23. \� / / ° f , DEPUTY DATE ¢�9 i
{ Q- 97`0255
h 3
20 �g"g k�ti� / R=20' SHEET NO. 3 OF 3 SHEETS
ce M ,
C6 Level Line 510 a '/4 ; i �a 140 /9.00
Level 0 Gj
„ 8"c.
3
Slo e y .
F
a NcF Const. 4"P.C.C.
3
rCCConst. 0. 2 A.C. Sidewalk per Std. 109 16 Q �� 73
Const. 4 R .
Sidewalk per Std. 109 Const 8" Curb utter per Std.4'115 `' Z�p7 °6�
Curve Data �; �• k/ 06'
TVP/CAL SECT/ONQ=36°5Z'/Z" bIAS� 71.550.8BEECHWOOD DR/VE �R=50;L=3Z•/8 tio{i ' . R 71
Cb
I . R=6Z; L=39.90 C. , . .7 k�
. z
I `o 1-1 68'8
I�
lv Curb Rtn. 19 9�B2• �j
7-/47 :R
I 4=e3°/7 26 / i �•
LOT 8 6,.7, 70.E 9
I L=32.s6' .0
�
BLOCK 26 ,
Ta/9 exist Vert`ii'o/ s/o e
I h PEARL 1k ��.� h o
Q Ny 11;7e D P 7 72/8 W F I -o 57
o///// 06' �✓ y�L Cons. 4"PCC. sidewalk per Std. 109
o
o
'- ' 90° OxaO / -- _ -#- � � _ / , }9�' ''t • Const.Bcurb�/8yuffer�erSfd.�`//5 b �
308 /f 2`C. ,P, -/Gga. 9a/✓.
R �Kti h ''/5'SB.C.19E 6� o r Q,Q o •��1 \�
�
N ' j= 87110255' �F
o ( (
R=20'
f. =
30.39
Q Remove Barricade
o'
� O I1' I 22' ' 22' � T-/9.O - 4=48°Z;'Z�" Typ�ca/ ,aer �,ygti � � It
,b
U Q: N.kvR-Z7G, L=ZZ7.88 0 o
O 3 ' 33'
IJ N.Cb. R=282';L=23800'
it R=300, L=253./9 7 /3469' -
i
S. Cb.R=3/9';L=268.39' Const 9''60rb /8941,1*,-per-Sfd.• 11-6
`2. S. R R-334`;L=2795/'
Const 4"PCC sidewalk per Std. 109
6 7
PLAN SCALE BENCH MARK
07i2. square East Curb Beryl St 6 North of
84.15,on Cb• South ;9-sct B'dry Tr. 63/6 E/. /7/9./Q
2017
21 go#v/ on cb. 19 18
3Z.56' 30.39 6 158
Ig PROF/LE SCALES w `0 4 °1 ° °7 � " 238 DD' on C6.
ON CQ
p� //oriz /"=40 N j n O V ��0 e
1980 �. a
• ' � O ^ � ni � N � n ^ti � m dN , W d 341/o
d li
.._ a 365• °� ni°�� �? 0 0 /io a/r0
Future F. S. •. �, ¢oo/ h ^ Qo d/�o
p o, /ro
1960 1960 a 56 YOo e
CC`I`VPr CM./? 5'* y s>>
600'Y
0. C,
beY onn' fore of exist F• 38.48'V.C. h o
_� b �+ hi � N (1?!. 72.fil) � � rop0128'Vey Curb
vert col slope
1.80
I.go a . ti ° �; N M W 1960
O oo to h
Q 1980 d o �. N o
�j o a. ^ c!, M N 2.60 /o `2 60%f
N m N O [ cv cv V
101.27' V.C.
O •InSI011 ?V rC./ -P '14n0. 4717.. N a .100
ao � J :J j �!-
�
a
1940 1940 rq nlN m a
188 d 8 59.90' TAN, GR. 6.931/6 TAN GR. 4. 1
GR. 0.96% � �� O � � ti � Q0
N 8 � on Cb. v 32.56' Exist£Surface f f S. s'>>y- o t o e h N h
v a e� e� 30.39' V �N
O ti � Ri h
h
tp
14.e e4 'ki
USE CA MON WHEN OPERATING /980 �; N i 1 �° v 268.3-9on cb. 1960
HEAVY EQUI)OWENT PYEST OF `0 "�'ti �;`' �� W -r,) W . % 9r'o _ 3Q/�o 0
THIS L//1/E ti h n, N W _. 2 s0% ?.moo !'
�� �. n n O � h� N• � � qj �� bO N � O,p'�
40p� O O O O + o S6iNai �j� Allo
4.36`0, �� ^ m m O�b I S4
A110 ro ro v
1920 1920
A/o
6,85%
5 3690 Vi h O ao � m �
S,))/ O n� V•� O a
Exist S.W/y R Surfaces
Top of S.lY%y
� o
/960
60%
. C5. y
. 1900
BEECHWOOD DR.
TRACT 8054