HomeMy WebLinkAbout511 t
GENERAL NOTES
i
v
- Id/6
d d
1
. All work
/ . k shall
be done on e i
6 n ac
B Gordan
- 8 ce with these
B plans and the e 1966 Standard Specifications P cations
till o f
the
P
s County of San Bernardino.w
• Li3
9. . 0
N Kin � • . 2 . Bench Mark Data: Chis square e eas
t curb Beryl Y1 S
t.
6 north of
south tract linene boundary,
f
oo r` ►�
O Tract 6313. El. 1719 . 14
F
• on Cb _
(j
3. Street mark
ers per San BernRrdino County Std. No
. 303 & 303-A
shall be
constructed
at each intersection.O 4, All pipe lines or substructures of any kind shown or not shown on these plans within thef880
a
1 � .
a0 O }. limits of this subdivision or in adjacent areas where improvement work is to be
{ , P done shall
i
• .,, fi be removed or relocated as required at no
.
3/.42ari V
Q
expense
se to the San Bernard
in
o County Road
De
pt
.5. Compaction tests of embankment construction, trench backfill, com ac in orii al round
and
09all sub-grades shall be performed at no cost to San Bernardino County. County Standard
2S JQ
ra
1
super ad, "The relative compaction of the
Specifications Section 19d shall be seded to re
h h
layer 0. 5 feet to 1. 5 feet below Y o the grading plane shall be 90 percent in lieu of the 95
4�
4 4 !
percent compaction required
to a minimum of 2 . 5 feet
below finished grade in State Standard
ndard
i V
•
t
,
h y
V � y, � Specifications Section 19-5 . 03. A written report with these compaction es
, N� � O �.� _ P p tests shall be
WPPsubmitted to the Contracts Administration Division of the Count Road Department
O '� � y for approval,
O O _ prior to placement of base materials and/or
6 n
O
t1 h i 'J , I P / surfacing
�. � The e res
� onsi '
bili
t f
o adjusting
O � • - - _ manhole v
responsibility covers, paving repair, paving replacement in connection
N
with
subdivision cV .� sion sewer line
� : ine installations will be the �
i P y e our , shall
T urb
e re_ onsibilit of the ner and
west
O !° be accomplished in compliance With Ordinance No. 815.
c� Fri 7, When curb depressions are rovided for driveways ,
I Q ap P complete driveway construction will be
. � . P
O O required in accordance with Count Road
y Department Standard Drawing No. 128 and related
1
1860 m /88v g
( 2 0o a0 �} specifications .
/ 5 / _ W
' ; N ale ion of rough grading, a materials report and h
_ Q _ . _. t - � �---_ g P the proposed structu
N r shall be submitted b e
Y the Sud o t e_ San Bernardino
--
{ ; ? , - County Road De artrme
V Q
P evaluation . A
ppro when all
section
requirements
rr0 hay
e been met.
9 . When the roadbed has been graded to the approximate W g ate elevati
PP on and cross section all r
k , ocks
and lumps
f earth over 2-1/2 inches in size and other unsuitable table materials shall be removed
h f from the upper 6 inches of
Q � _ PP the roadbed and disposed of. In lieu of the above -
�_. -. • �. ,► . _ _ P e
the contractor may furnish as an alternate 2-1/2 inches of class 2 A.B. or pre-sampled and
re-tested import or
P P
ep O O N m P p local material, free of rocks, which has at least the minimum required
h O ��9 d e a a r "R" v q
,
value on which the tract design is based.
g
10 . A permit will be required from the San Bernardino Count Road Department
Y prior to any
encroachment or
construction within the Road Department ' s easements or rights-of-way.
i O� V Oh N
p Cb. n 11. Adequate stakes shall be set by the engineer to enable the contractor to cons
p 6� t F5. construct the work
�O cp h to the plan grades .
O O �? ftj 12 . Sub-grade stakes driven
i /86� vl ao 880 _ g . en to the pavement sub-grade
�J 4� n / P g elevations, shall be set by the contractor {
v + or engineer. The stakes shall be set at al -
1 hinge, edge of pavement and crown points within
3,0/ % g o. of foo -
a ; t of sub grade elevation and at not more than 50 foot intervals . Additional stakes
may be needed at warped or vertical cure Sub-grade grade stakes shall be in lace prior
N n P e areas . Su p
V ya r to paving to permit spot checking of sub-grade b inspection personnel .
t, Y P P e
t'p ; 3. A permit from the San Bernardino County Flood Control District will
W 1 encroachments or construction within FlRight-of-Way.
E65/ /� , , ood Control Permitrmust rbe applieded prior ofor
y
at the District ' s office thirty 30 days prior t, PP
Q Y ( y p to construction for actual work .
O �l 14. At +he c m le •on
o ti o v
- _ _ .. . ._ _ _. _._� •. nq, a ma+erials report shall be eubrn,ffe3 fo the contracts lrngineer of -the far, bernardfno �unie4 -
r Road Uepar mens l� +nq' all +ee+ti or ,defermina+ionr, comple{eio verifLit -- -�
Dm t
nn lin r{ A- ro -�li�r1C`vtc r_
.� � / 4W O
'1� t
i
'I of nt
d � � I+ CA na e � 1 , ..
, gab en a s vrr an � 11 � j
taken a� nler f a roxi }el 900 f e�.
� vale, o PP rn a y e
6� �. R-value ' ve anel 5is and e u ale4f f a re' e
b) � � y sand q iv o q9 9� -has 5.
w To east
p curb _
1860
9'
PROFILE SCALES
H 4
.. 1
VERT.I 8'
PLAN SCALE
1=40'
Curb Rfn. ��°^ Curve 084a �5�a
R= 20 0 � yep �1ot R�50 6L 582/ „ het PG 1
See Sheet No. 2 •�� � � B V� —J HILL 610-= o.
L = 31.42 Qi g� Cb. R =G2 L = 39,90 G
130' so, v
- 12,1-16' l8'
4s' o.5' / eaev� 2 s G G �' /p so0'
Q11 �,�� 5' ci PG Q v n,
0 o 4 W v~i Q Q
1I �• PG k P �_rc
°O Ons 5k h ' X180 Q H/LL SIDE RD•
N W Ar/M410 r _ 20'98. Gb
TRACT 8607 Q
��, � _, I �i D�Ainr►ge E�mf
• T -••• Sheef 2 -
WILSON AVE.
EMERALD ST
�A a Curve Ogfa
N ,gyp, h J • 253°44 24' oc ®. In
Q h
^�' lQ R = JPO L c Z2/, 43 V BAN
Cb. R=38 L = II;529
O W/L SON ,�VE,
4 O � � v�� �c P � �'
v �I w ode �� N Q 5 VICINITY MAP
rUJ INDEX MAP
o! 0 8 P G• Ib T 6
°1
10 co,', Cur ve De fa
C01%k6-
Curb
6'
5�• R RC50 L -32. 18
Car 90 l Con Cb R sCZ I = 39.go
,
R =20
See Sh4 3 for Tyo/ca/ Secfior7
PREPARED BY FIELD BOOK REF. COUNTY OF SAN BERNARDINO w.0. NO.
ANDREASEN ENGINEERING CO. pt CroySed out Gen.Nnle 8,add• Gen.li4e14 tZ It ROAD DEPARTMENT TRACT NQ 8607
777 EAST HOLT AVENUE
POMONA , CALIF. 623 -1595
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD N0.
A G STREET IMPROVEMENT PLAN
EMERA L D STREET FILE N0.
SUBMITTED 8Y C.D.E. ASST. COUNTY ENGR. - ROADS DATE No,
R.E.8 z�5 RECOMMENDED/APPROVED BY �•
DATE SHEET / of t
MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR, DATE COUNTY ENGINEER DATE
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Top south curb
a
PROFILE SCALES
a a
:
HOR/Z./ 40
•
PERT. /" 8
�a o
2
4
PLAN SCALE
H .
/ =40 Curve Deis 17
30' 30' d -3G°52'/2"
N. R R .50 L.92/6 \
/Z' /B" /8' l2' NCB R=62 1- 3960 /B
0.5" 4' 6' l2' /2' G' 4" 0.5"
p.3y 0 6� D 9�
rwal,�4':
[ / in 0 16eve L ec. slope� _8'c. .: o::.N � d =25�441 24Const. 4 PCC. Sid ...� :' Const 0-/7A.C. Pavemerf e�� a R R = 50 [ = ?21.43
per 5fd. 0109 .0 /098 -A" on Nafive ,,•'oils p '•.•Const 4"RC.C. 5idewa/k carve D f 1��� C4 N °4 Cb R=39
per .5fc( #109 o loag _ a a
tiN
Const FCC Curb /8"Gutter ', P N R R= 2 0 �=/76.44 �` ec Q e
per 5fd. #115 TYPICAL SEC TION •Const. P. C.C. Curb 4f/8 Guf�er N. Cb d =/e°41'/9" k�' k ��e� ;'� h h l9
PUMALO ST Per 5fd. '� //5 N. Cb R 282 L 9198 �� 'G�` pre �
d '31013,10" Qe \e gee 5r
F R--300 L=/03.46 T=83.92
S. CbR=3/8 L= /73.27 (� �a�
S. R R = 330
4-17V.81 aE L� V
Qc►
Curb Rfn _ Curb V/7 Q.
4 d = 684020'37" d Curb 3 fr43 �k� oCbk. '
See 5heef No. 3 R:20 UJ a
R= 20 L'urb Rfn �'urb Rfn
o T= /B.2B 90• 30 T• 29.42 C
T' /9.94 d = 90 d =90� L • 29,62
SEe 5heef No. 4 L -3/.36 3/.42 See Sheep No. / 3/.42 10 8 1�6
44' I p 032 '8 g � �s I � 0.5' �11 4 .
S' c" •14� 4I' fal gid Qe II I \ Nacp v L �t G0. CS�� Curve Defs
L5" w I os g• {� ker I SLI Q �• d a 36°52 '/2"
Q I P3 Pt J� v\ \ �► I a v�N d. 5' a e S. R R=50 L =3 ./
5 . G � \ m o 9 28
uC V I Q o 2 81 S. R = -
Q Cb 02 L- 39.90
m o
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cp I Q+I v► � �'1 � � � I � � G� 5` rb V ao` o I � _
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P UMA LO
23
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30 29 28 r, P 8 G Q P7 PREPARED BY FIELD BOOK REF. CO[ATY OF SAN BERNARDINO W. 0. NO.
�) h aJG�,e rbc 1 i gds AN DREASEN ENGINEERING co. a ReJihed TYPICAL �EC710N I R 0 A D DEPARTMENT TRACT NO. 8607
5 777 EAST HOLT AVENUE ROAD NO.
l . C. C�j• I V' DESIGNED BY DRAWN BY CHECKED BY
o ► fig{ POMONA , CALIF. 623 - 1595 G APPROVED BY STREET /MPROiiEMENT PLAN
(I Curb Rin, C0 C°1� sk- a PUMALO STREET FILE NO.
I I =
d R 0 2O' rot,�0 +'� sueMrrrED er c.n.E ASST. COUNTY ENGR. -ROADS GATE C-. NO. 5 i
R=20 ' 1 ✓�' R.E.8205
RECOMMENDED/APPROVED BY
T=20.06
L•3/.4B DATE SHEET 2 of ./
MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATEII
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W
N N O � O
`PROF l SCALE'S
'f
PROFILE SCALES ;
_ _
HOR/Z. / 40 _ HOR/Z.
O.
" VERT. /=B
.� VERT./
8
45 ,
Curwpc?fC? PL AN SCALE PLAN SCALE
Cb. Rfn . WR A =//°42 44" /" 40' Q N h h � /120 `°
d -B4°5/37"" 05
W l�' R=330 L-6746 � � �, �, �
W Cb, d -/3°32 5;" , �+ + m m m k aN
9-20 g yo
W Cb R-9/8 L- 75.20 p c o e
L 12962 IIS Z =/9°42 '59" t \ 5t
T=/8 28 k G\ Curve Da fa 2 0 0
R -god° L-/03.23 b . 0
E. Cb 38 Z QG( ,� Q
L'' R = 50 L - 32/B � � � C.
XSeeof No• 2 E R 4 =5 32 D k Q in
/nsfa/i C.M. P. I' ,
She R:270 L-2�o.OB G� � ��o End Secf�on 20 ' S. B. Co. �� !!� cv / �`9 /0 TLO 22LOT 21 ,�" l4Gd 0 �� CpM , Z� J( Nin . ti��0G \ Const T\ a
2 L• C6fch 8ss/n per k •�� Q h•
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o Q�'a. .5&x`206' 206 c p ,
��� AVE.
Alk
Curve i
(� d = 253 ° 44'24"
A
R = 50 L ° 22143 '
f e�8 a ro Cb
R- 38 L - 1,68.29
\ I
Ok0 ���ph W 4? 20
\ � \
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to /o to /o• ro 10 '
lUafura/Gr nd -
''� y �` + -- -- Graded sur face
1$ Curb Rfn. Curve Diii
�Z d -///°34'43" 4 = 36°52'/2„ ___ _
R=20 ' R - 50 L =32.18 ,
A _ I 2�'yn l� 0.40 % {
oy L 38.95 Cb R 62 L 3e,90
T t 29.42 �2
• � 30' ft 0.40 % '
/2'
05' 41 6 ' ��' 12 ' c ' 4' o.s' �/ SECT/ON A - A
05 0 fop
sloPe!/4:r L evel Line 0• /
g'C, Jc/0
8„Cf •
Const 4” FCC Sidewa/k .= •. Const. 4"P. C.C. Side walk
per Vol * /ce ; . Const 0.17A,C, Pavement .Pe!' Sfd * /O9 PREPARED BY FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. o. No.
• • on Native soils 4 ANDREASEN ENGINEERING CO. d Kevlced T��IC�t � F(: loN L '2 ? ?t ROAD DEPARTMENT TRACT NO. 8607
COnsf P.C.C. Curb 0 18"Guffer ,• •, Const A. C•C- Curb -0 /8"Guf�er 777 EAST HOLT AVENUE STREET /MPROVEMENT PLAN ROAD NO.
per Sfd, *'1/5 ' • per• 57 //5
TYPICAL SECTION POMONA � CALIF. 623- 1595 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
A. G MOONSTONE AVENUE
EMERALD ST ,� ' FILE N0.
MOONS TONE AVE. R E 8 205 SUBMt1-f ED BY C.D.E. ASST. COUNTY ENGR. - ROADS DATE 2O S B CO. ORA/NAGE EASEMENT W o. S It
RECOMMENDED/APPROVED BY
DATESHEET 3 of
MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. GATE COUNTY ENGINEER DATE
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PROFIL E SCALES
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VERT
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7 - : _ _ /0 II /2 3 4 I5
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PLAN SCALE
40'
s
Reverse Curve Dada
-ops d = 9/'00 ' /O " continuous
Rz 70
Re verse Curve Data
L e 37.&g" �C'ons�` 6" RC.C. }3100r 4Y6//
A we/000 1 /011T=/9.4/ ' f Fin/sheo� 6 ' C/ems 'v.�@/6"0.C. -F111 cells
I 4• Fv p2 Curb Rfn Curb Rin. Surface W/•�t�°1 Z h h 9 /
R =35 ' -J
L - /8.94• -� ip°�a 1,1g A =B9°49'40" d = 90°lO' 20"
Q 7 V. 7/ C`o O� Q` R=20 R r 20 �e ` )8 *0 P a0 +
� �� -sem b• ke( G�9 •#� \� � t =3L 3G L = 3/.48 � .060 X10 onfin
ro' \ X 30 .g�� Oar 5><a' d e!5 eye See 11 o eef o. 2 \0$III0 `�� �>td �o°� 5 ��� Pc,c. curb c ous
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wal/per 57� 190/;e.602 �� .�!! t. QG• . G b kre o �1 ``� Q P' ka' I h 3�h
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Const 4"P. C.C. tea/her fo Join---�
Side wC7/K er Remo ve Pcc. Curb
Std /09P c-Cons/ D-2o'A. PavemenLS/ On PREPARED BY FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. N0.
oe3' C/aas u ,Base AN DREASEN ENGINEERING CO. m Y, TYPICAL �>r���ou ��. ROAD DEPARTMENT TRACT NO. 8607
COnsf PCC. Curb 4f/8 777 EAST HOLT AVENUE
DESIGNED BY DRAWN BY I CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD NO.
Gutter perMvol$fo! 0//5 TYPICAL SECTION POMONA. CALIF. 623- 1595 A G
CARNELIAN Sr CARNELIAN STREET FILE N0.
/ 1• �i• R•E• 8205 SuBMrTTED BY C.D.E. ASST. COUNTY ENGR.- ROADS DATE W�,� N 0• S 1 ,
1 RECOMMENDED/APPROVED BY
DATE _ T'2�"T2 1' SHEET 4 of 4
MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATE