HomeMy WebLinkAbout486 I i
1 _�� - s �j'- E N E R A L NOTES
f a
} I. ALL WRT SNfiLL It DOE iN ACCORDANCE KITH THESE PLANS AND THE 1966 STANDARDS SPECII'ICATIONE OF THE COUNT' OF SAN BERNARDINO.
2. STREET MARKERS PER SAN BERNARDIRO COUNTY STD. NO. 303 6 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
f� 37 36 23 22 8 ''
_,• � ,� , 1 OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES MATER METERS VALVES, HYDRANTS,- M. SHOWN OR
9 SHALL BE REMOVED 0 E ENT WORK IS TO BE DONE
_
ALL PIPES LINES
Q n � NOT SHOWN ON THESE PLA1?S WITHIN THE LIMITS OF T.IIS SUBDIVISION CR IN ADJACENT AREAS WHER� IMPROVEMENT
R RELOCATED CATED AS D AT NO OST T HE SAN BERNARDINO O REQUIRE C 0 T B RN RDIHO COUNTY ROAD DEPARTMENT.
f 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUB-GRIDES SHALL BE
PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. COUNTY S
TANDARD SPECIFICATIONS SECTION I6d SHALL BE SUPERSEDED TO READ,
fi /r751r7// B/ow-o{{ ,gsscmb/y "THE RELATIVE COMPACTION OF THE LAYER 0.5 FEET TO 1 .5 FEET. BELOW THE GRADING PLANE SHALL BE 90 PERCEt'T IN LI EEl OF THE
95 PERCENT COMPACTION REQUIRED TO A MINIMUM OF 2.5 FEET BELOW fINI;HEO ;,RADE IN STATE STANDARD SPECIFICATIONS SECTION
r, r
19-5.03." A WRITTEN REP RT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF
.J THE COJNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEPENT OF BASE MATERIALS AND/OR SURFACIN3.
7 5' THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER
��.
/ r INSTALLATIONS WILL BE THE RESPONSIBILITY bF THE OWNER, AND SHALL BE ACCOMFLISHED IN COMPLIANCE WITH ORDINANCE NO. 815.
21 38 � 35 24 �^ 10 � s.
WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH
COUNTY ROAD 6EPACTKENT STA„D4RD DRAWING N0. 128 IND RELATED SPECIFICATIONS.
T. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR
ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATIOtS, WHETHER OR NOT SUCH FACILITIES ARE
sro s iao a<�' Sf1OWN ON THESE PLANS.
6 !. SHADING ON STREET PLANS INDICATES A.C. 'PAVEMENT TO BE INSTALLED.
This cer-tific5 fhof these p/or75 and soecificotions ' 1 h j l 11 9. A PERMIT WILL BE REQUIRED FROM THE SAKI BERNARDINO COUNTY ROAD DEPT. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE
ID F- SAN BERNk,^DING COUNTY EASEMENTS OR RIGHT-OF-WAY.
hove been revicvvcd by ono' are herby o�oProvcd ( I I W
by the CUcornornc3o Cournfy `1/ofcr Oisfrict ona' this 3g til 34 25 �� 20 11 W 10. WHEN THE ROADBED HAS BEEN GRADED TO THE APPROXIMATE ELEVATION AND CROSS-SECTION ALL ROCKS OVER 2-1/2 INCHES IN SIZE
compony is wI//in9 and ob/e 7`o Supo/y wofer 6 ` W AND OTHER UNSUITABLE MATERIALS SHALL BE: REMOVED FROM THE UPPER 6 INCHES OF THE RSADBED AND DISPOSED OF. IN LIEU OF THE
ABOVE REQUIREMENT, THE CONTRACTOR MAY FURNISH AS AN ALTERNATE 2-1 /2 INCHES OF CLASS 2 A.B. AS A COVER UPON WHICH TO
7`o ev�r-y lot in Phis trt�cf • in occora'once with V \ PREPARE SUBGRADE.
fhc Purc d1/ofer Lows of the Sfofe o{ Co/i{or-nio . Cn
1
Q WQ �• I p II. ROAD DEPARTMENT APPROVAL DOES NOT INCLODE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
W Ul
1111h Z I I WI Qj 5 (0 12. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
S�c�n ed 7/7,/c Dote W r
I F--- 18. SUB-GRADE STAKES DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES
0 ( to 6 SHALL BE SET AT ILL HINGE EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATIIN AND AT NOT MDRE
40 I 26 h �) 19 THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE
C.) \ I 33 \ C nl 12 IN PLACE PRIOR TO PAVING TO PERMIT SPO'( CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
014. ALL SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED IN EACH INDIVIDUAL LOT, PRIOR TO PAVING.
b IS. 'IT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO
Fire ,orotecf�on system o�oproved. 0 0 4 —, COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.”
l9 r - ) (a) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
�),�C7L,
/8- 7Z Cr 2mo Fire OiSfricf y� I /—, (b) STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALTA A
SURF CINC ND A.C. CORE THICKNESSES TAKEN AT
�, (a I 0 U 0 0 INTERVALS OF APPROXIMATELY 500 FEET.
go
41 0I 32 27 ' 18 13
L ° °
-3
WATER SYSTEM NOTES
/. The entire wafer- system sho// conform to the
il (
specficofiorns and requirerrnents o{ the Cucomon90 `l'
W
County VI/ofer- Oisf�icf. �� Oi (�
•.� \X �� C/)�� 42 I 31 28 17 I4
z m
a
Al/ woter- mains -5,'70//o// be in5'to//ed with 30'i�nn- �
Ib W
eo vCr- orad sho// be f%U5heC/ and di5in{ected o(=/-
,4
er '/ I U n 2
A.W W. A. sfor7do�ds �r-i o r- tc� use.
h
5' 25' S 5•
arc hyd�-oaf insto//otions shC7// confor-rn
County o{ Sor7 Ber-nor&ino Sfono'ord Or-awir7C�sNo's. A
•
3/O and .3// of the /;�?oad Dept. Std. Specifi-cotior75, and � I �
C'C. � �
W D. tyR1ca! F/ ! .455&n�bly del ei/.
4- Th43 h 30 29 16 1.e 5A611c wofcr- Pr-essur-e is IO(Dp.s i. to //O p.s.i. I 5 1
9
/ndict�les she/ ,
0err7ern1L lined , 4046
w%o�oco' �o�pe . ss.ea• s Sp 71 as.as roc.
•� ti
_-- —/ndiCofcS exisfii�g wo/ei- rnoir-7 -
--�--- cofc5 gofe Vole vrnd valve box 0 Join Exist 6"Gam Vo% ORANGE -� _loin Exist 6"God Vo/✓e STREET Join £xisf 6"God✓o/ve-�'
assern b/y - -— ------ ---�- ——
—op—_�------ .,Emmis w� �i� T-
-� firs hydre7nf ossemb/y . l9T
�— —/ndicofes /" Yvo/cr- ser v�Ce connectior7 To be constructed with Tract No. 7970. ,
WATER SYSTEM
AND
INDEX MAP
SCALE I" = 60'
BENCH -MARK
County Surveyor's B.M. Lead and Tack
at the Centerline of Base Line and 1 l I/ _IV-
4 t
Carnelian Street. C.S.F.B. 273/24. -i �.�. ` - {, /� / _ ,fi'itI
jt BANYAN STREET ,L (1,$.G.S. Datum / . Clearing 8c Site Preparation Lump SUML.S. � Incl. Misc. Removals
2. # Excavation 8 Grading _ Lump Sum L.S.
Elevation: 1447. 50 . _I 0.20' Thick A.C. Pavement 86,260 j S.F.
4. A.C. Dike 8
. W � � �_- _ " _ � _ _ 789 L.F.
5. 1 P.C.C. Curb and Gutter
W _. ..-
N 4,05! _
I
6. P.C.C. Curb Only 189 L.F. f
�' CONSTRUCTION BENCH MARK - _I
7' P.C.C. Sidewalk # 18,446 S.F. ! INCL. SIDEWALK PORTION OF DRIVEWAYS
_
8 j P.C.C. Driveway Aprons
6,292 S.F. Excludes sidewalk portion
— —— — Railroad Spike on East Side of Jasper S. W 21 R Sign 1 Each _
TRACT TRACT TRACT
Street in Tamarisk Tree, 75 feet South lb• W' 19 R Sign -
NO. N 0 . NO. of the Centerline of Orange Street. g _ 1 Each
7970 79 69 7968 !1 CW 9 R Sign 1 Each
ORANGE STREET Elevation: 1663.90 l2. : Street Name Signs . ..___. . _ a 3 Each -
W A T E R _ Manholes6Each
W.SYSTEM
4 , , ; _� _ �• .. Adjust Cleanoutstt Grade 3 Each
_
' (
Street Trees 55 Each
WRofIRemove 8 Salvage Post ector Each
1 ._ 6" Water Main 1,797 L.F.
W Q } (( -
1 _ ... 2 W W
- -
Fire Hydrant Assembly 6 EA. , a a Z
a
Blow-off Assembly 3 EA.
. 4.. House Service Connection 43 EA j
_.a
t
NINETEENTH STREET
VICINITY M A P
� _ o
_
(41 Al 11
i,
s
t - - - .�_ TR O. 7 969 �.0
C NI t' M0, CALIF, , 91761 _ - __! 4�
� ACT N =
, I
GENERAL NOTES QUANTITIES
ey
t IL F tic.
INDEX MAP AND WATER SYSTEM 71-100
10-30..72 _ - - --
h E,. tx, I - ---- .-
x .. TA MA DISTRICT of
7/-/o -
N{ill!M W R't7 or ll0'rHM Am, MIR b%wimr iN n'rY• op.IM4''.r!t-lvv,--f p crolH
-'#c`� M50E IrE 6f Vi-F V I X50 /,s — !t!!?EIFE b 4';z v d X S0 rt+y rH frrr Iwlr+ lUw tm tro21+
,; _ ;.. i-
1,.� J1, �C F.•K0 !1 F b'b'i.E V' X 50
I` " r —
i
- i
t
I I
I
1 :s ,
,
, i
.
a
t i
i
. I
j , _ - -
i 2
i
I i
I I
.
'r
t i
,
•
I
:
I
I
i
,
,
,
:
e
t
:
,
d
4 I 1. I
- �• .. -.
I
f I !'
1 .. 1
I
I
I
I
i 1
{
_. -. I -
E
r
7.
3 , ,
I : I
]] i
t - •
{
l
f
i
I
i
i
- i -
I
I
tt ;
I g�
`C
a t -
I
t -
- i - I
I . 1 , -
1
J
I
f 4
I
i
I _ , _ ..
t
- y - -
,.. -
. I . .. :
f '
i
V
W
I
i
I
t
. ,
.
1 _
,
. i ,
i - -
i
4
.. . - i
i -
1
T I
i -
1
J - - ,
i
I ; : i i .
i
I
i
f^ r ,
i
I I
I
I•
_ _
,
I ,
•
,
I
,
. i
- t -
U3
V
I
�R P I i
I
.
L
�l
'V
{
i
I 'e I
i
�� i
I.
t
a
'
,
,
:
t ,
I
i
f670 � _____- __�-.,----..�._ ..: -._ . .�_ _,_� -_ __-_ _._. � �_..:____ _-__ _v_-..____�__-. _ -_ „_ _��..._ .� .__ _
i l9 i I
. 0C n
I Fx/s7 .-'u/�C- - . -
t9 v>/ !V. R
b
l9 I j t
li
l9
n 1
N i
I � I I I I \ I It=— i
- C9
i i
�: f
U
t�
i
i
t - .`
I
7-----_, _,
v
W
t� � N�4 �
tIQ
.
1 0.
0
n
i 1
0
. i n f)
i l
o CU-
,-,b , 1
1
o�N rb a
I
T u
7` _
n� � P m a
o.6c� �
y
N
T _
9 - -
/\ - -
�! a a �; 0 l9 61
f
t9
.
I i.
n
I �• lC n Top /�/. Curb t � : . I
t\ N �o , ,
1
l4 b. d �• 61 �1i
,
• _ _- : _
m
►� _
ti 0
h m ! ? � l9 !
h
h
61
i
t� I ,
i
. ,
,
t`
l9 o v{
/V.
! T -
C' r6 _
m � i
Z i
R
5 b
tj) � Q a.
O.' � N u
� �
.i N
6l 6
0
V
s
rri
n
w I � � 1� h m 11 el m tf) 0 ro O h - - -
�) . I l9 To o•F N. Curb
I • 1 j
h
L P
I
I is
� m
a
h
- v
t _
{
v
N
f
I
� 0
N
I
.
I
� ti
i u
,
Re �
,1670 �111L _ - _ __- _ _ _
i - k m ' J v l9 1 16t�0
. ?- i � ) m
, .
.i
I ;
I
r
I - I
I I
t
u
{
�C S rC� //
,
`�
i
t•
V
I I
`� 1
. �.
I
I
i,i
�"'=
m ih
i
•
,
i
�. - 1 t. _
4
I E ,
V)
.
:
:
,
Q i
,
,
\ s I
4 .
1
I - - -
. I _ I
{
I r
!. -
t
r
ft!
1
1
•� (/-�
V
t may'
1
.
i i
f V
. 7 -
-. r
I ,
,
I
- - .-.
- !
I
, I
i
I I ; , i ,
I i -
F:ri/sh 5ur�aCe v/
I . I .
,
. I
1 ,
. � � - :
_ -
'Ex/ vm
, ,� !
I i
.
i
.
I
.
_1'`��
; i , i
I
_ I - ,
. I
I ,
ti
I
I
1
z
,
I
•
i ,
:
___ __m.____ __ - . _ �__ __ . - _
._ - _ �__ __ __._�__F._. 1 �_l__ _ __ _----�____ _
�o - . .
. i I ;
I 11 .
. .
.
ff II I i I
I t. i f
m I f
M
I
I
i
- i -
!E - - ,•
_ - _
,
{
:
•
:
I - , �,
4
I _ I
�- V i I
I
i
, a
. ._
E
I
I
I
. 5
i
I
To c`
I
I P
7'� 7-6
I
i
,
I : _
I _
- I t
- - i
U
I t
I
{
,
•- 3
W�
1
I
O• t I
�� v
t
i
O
y f
a
I
x/ u
_ s `
_ _ i --1 ;
1
:
. : { _ •..
i 1
l9
f
i f
i
iI
Y
I -
L—L---.—, "i I - !
�x/sucr v 5 ,P/!w
lj
I
I: 1
,
,
:
I
- i .. - I
-
i tt _
HORIZ I = 40
! i
L
. - S A
,
I
C S vERT
LE a•
I I
- . - a
�_
. -
.
1
:
,
___.__.. _-_ __�,_ __-- _b _ ------__- .
:
}
:
� � J � i66C� I
23 22 21 20 19 IS ; 17 16 15 14 13 12
P LAN ' .
i4:
1 SCALE "=40' #,
5cc"�h&cf No, 5 -_ ; 3cc 5f e'l No.•4 5cc Sh�f MC-1 3 - '
,
25 e5 5' 25 I 5' els' c2S b ;J3 59
' /6' ", I lo' ♦ 7' /8' /B -7 E I - - -- V 7' 78' 7 K //' 22" — 00' '. //' `� �`
5'
' '---,
� O 5' 05 05 0 �� 0,5, L
os' ( Curb �Pc/urrn 0a)(7 Curb �furn Qu& Curb �/um Db� II Cu/b ,E�fum DCA7 Curb �/urn Dv v curb �f m Dbr6 j n
�� d•90°/20/"' L' 3/49 �--= I d= 89'4759""L.°3/.35' d=90"/2 0/" L=5/-4�" 4.89'4759" L.°3/35 L!• 9O°/2"o/"" L.° 3/49" LI= 89 4759"" L° 3/.35 I o ��
_ �P .00' T• c"�o7' I I _ k
I �E?• 20.00 ' T• /9.93 ,P=t�00 T-•c�07 ' II R. - 20.00' 7-- /9.93 ,p> ZO,00 T= c"t�07" I �p 20.00� T. - /9..93
� � I I I
I �" !..`
�� o -�
t- .;,� , k I o _ of �, oo -� ;
k I i
ll� .b � II c Oc 4 L 1.
� N '� I W V p
I �1 r I N �
I •,,, v I. p I % K In � �? 0 N k
I 43 , I 30 2 9 n 16 Q ^ II ki I
�—, 6) vj � ni ^ t i h ti 1 0.0 L
- I I h Q h o
—, � � I I � a I - �
� I
Ii � 1) 1 �� � � � I � a � o ti � � o
t 5 cons/, Q. 4 /ham f', C.0 Sicl�tvv/k oro�o� h 1 I .� � � E �I
� I ti y ° � �pCr- 5/d /09 -, J y�g on�f -�1 �h C C_ sia�rvvl,� f F�G� V , ' i� ..
I 3k,, S /09 ,� (j
88.83' �� 68.-97'-" -- 8e.8s" g� CC. 7 ' moo.43 Z. le `�e
L -- -- / IL ¢, K ...: 7- , � . ..,\ .'' z7x'-:!i7 Plf�c-. ivc;'�� �, I I -
/06.5/
. -. _ _ __
laLxi/� csc(.1 (p 155 � r,`r v 8�D � 4"C� ��h?' Cons . PCC. CLrb 'r Gu /-/oc/-S //5 0 3� h A '/ 5a�� Const PCC Curb Gu r pe- S //5 Aa�9 q . �,9 �Ex,�tt Pc c c�� t,- Q
�'._'� � c Gh f.�h. ��. � doh �'' �g'� FY'2 ¢. o ¢t v A ti Z c _ "1 urvc
Conte 0.2 fhiCk A.C. f�oVcrncn/ c' (�' (�' �� . �2a F-.- b2 2 An TF�EE--T— �`i.
_ - t1 '( fy -- -- - �' - — - �. y y /V 89 3.¢'S3 E � v _. .. ........... G .._. __W..,. F -
/M�i��vFNIE/>--T .` �_ .@ RANGE--"- c/j' _�on5 A.c 0/ko per 5�' //7 Adius 'i1/Ih! Io G/a ✓�- �n/
us o Grc
Exist P✓
-- _ - _ - - -- - — --------------- -- ---
-- -- --- --- - - ----- -- - - ---
-- - -' - - -'- - --=--- --- - ---- " --.-- . -- .---- _ " - - _-._ .
'/r -Exi�f. ,Pow o{ Euro/yofus Q
_-. ... _a. - I
— —v -" ----"- _ ..--
.9 /2"»'a fe r ma/n N1 11 Ex is/. �Cbav o� *" Irri97 Ou f/c fs }
Exist ,Pow o{ PC C Imo-- - CLI//(r
- 6 ( a G' 5o,/t i O
I. b �' t Double . -ory o{ h
r Q r� k) 96e�ca/.ypfus s/urrnp•s �(/ k (�O
�IX � �� �I g // a go./e k * %0)"
P}o G \ I �. ( \,
p 4 x4;� a Q
. h
. , . I � ,��
> . tj4
S T
41
' _ . 30' 20" 80' ��
/2" /6 /6 /2 "
os -4. 7.5" 8" e /2 ' co' 7,5 4' .5•
i
h• k I �
� i
�• N 000, I W9, L / Link p„3"' 3/0 ��' '.".
L`T ons -4'f/�/ic,� f-CC
FUlUrc Irn rvrc1TAc'. ( �- \ti Consf O.Z' >`hic�
�° A C F�ivcmcnf �i� /k ,cxr Sld /09.
Cons/ (67,4C ZXkc pc/-,!!94 //7 COrMrf PCC" Curb ar�d
Gu/fcr ,ocr- 511e 115.
ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. o. r�o.
TYPICAL SECTION - F 316 EAST "E" STREET ROAD DEPARTMENT TRACT NO. 7969 ROAD NO.
ORANGE STREET ONTARIO, CALIF. , 91761 DtsignodBy APPROVED BY
. 11
-r,/� - Nor. r• /o ; v�rl /-'-J ' 714-986- 5818 Drown By
FILE NO,
CPeckeC By &-G _ ��4� � ,>f . Ts ORANGE STREET
ASS1 ROAD COMMISSIONER-ENGR. DATE 7I IOO
�L• to-'12 Recommendod By
R.C.E. 73�� DATE MARK REVISIONS APPR DATE . �4� COUNTYENGINEER tur ALTA L 0 M A DISTRICT SHEET 2 of 5
... 11 ,
.
. '�
i
t
X 0 . .....
/oo' vC" xigf su�fc�ce et f 4 700
P I. 70 3o of /P l�Y
_ p t ? �i
._ : . O m i 1.1 01
I
► o �n N o
f\ 72)/c7 or 14/ n
K
Y p�
\V
YI
,
1 r
u
IEC/ SUrtOCe QT YV R1W
FYI
r T� i
F
i
1670 - g v. 1700 _ .
- � ; � � '
U /00, v. C.
U • 1 • '�
o 1
0 2 _
v4 vt
+ To of N/ �u�b 0 m Ir
p W I
i 0
0 0
0 m t N _
,
0
� m r\ ,
le-b-7. SUS{Q'Ce Olr � �
�1 - Fufu�c fn .�c�rfoce dt W m j
o.� o � � Too o{!W
n i D l
;
- a,zoo vc C
P
rSO
1670 l £x/sf Surface Ex/sf. 5v�focc cod n� To/o <:> uc rc e. curb 1700
- i
U +,rJN
/00.✓. C. of E. �P/lrV
0
I J
�p oe
v c i
W � �� 0
v >q Fin.Sc�rfire n m r�'j Z ' W n
o o m m o N vim
0 r`
\%% 0 r p 4 Fin. Surfoc'c c�f 0 v
o+ n V Top off`- curb I• m ti
0 N � l9 �N i
/vda V
o (\ ' boa of{vfur e E curb 1
Exist B'"Steel Pipe
1670
i V
,
:
0 Z °�
v
,�
p o/o of E curb ti .
�1 7`0,o of cci�b
0
I
o .
or
0-10
t\
:
_ PROPIL.
'F HORIZ 1r = 40
_ I /� E _
m � w SCALES VERT 1 4
f 2 3 4 5 6 7 8 �0
Curb �tur-n Quo �
c oc Fes'=e0. 00' 7_-00.07'
II .� 35,E ri' zz' 2z• II //' �{
w� � � Q ] �
cr II 15 14 13 12 I I 10 Z
�b IQ 9 0 � , W
cn I o 0
t � I
I � ti
° I ' _ Consfi uCf 4r Thick PCC 5161 wv/k Pcr Std. /09 /o9C7---..�.
v I
ol
7/9 JO.Bo' � 90.80'
O.BO O.BO 90.Bo' JO.d 3
T,-onsi tion to new graee a0 I . 2. � I :: : ;• �' - ---- --- � — ---- -- -- -- -- .. \ . .
with Door&"Rc.c Giioe
each side.
-- -- ----
m N Coi-,sf�uct f?CC. Curb �F Gc�ffcr per Ste' //5 rv ....
_...C.• :..C! 5...»... ..»....._._.._....»_......._...... .._. ». __...........................7-
............_... _......-.... ...........»_..... _.w_..__. ....._. ....... ._...._.»._..». _k �
..G�ode �STREET d'usf c.o. o G �
N O'37'c78 Ex/S - E Th' �_L_ . / i
_. ... .... _ ............ _ -- COr75frUCt O.Z' Thick A.C. F-' 7VC-r" t
.. _... _............. N w .__._..........._.........._._....._.....__.._._._..... ._ ......._..._..................................._....... x.............................................»......................................._.................................................._-.._..........
_
F, ......_.... ................................... .. ....
1'
W
�2. y �- CO/-7574r-UCf /ICC. CUr-b f Guffer ,oer -1 5y �X �" ��... o k�' �'1. t• ti N
50' 7 .50 7 .50" 79.50' 7S.50 7-D.So'
x� 9D Q /rn 5'/v// C 9.2 .Fb a o'n/o f `
Constr•UCf 4"Thick PCC. SiderNo/k r- Sfd /�� /o9cT Moin oineo' orad /9 � .
F�. I I I "Povcmc�/ Ends" (S�o�c Z a
s lu f/rv�! S/C/) o comino�posf' l�J I 0 I�
' I 3 4 5 6 7 8 o m Z I�
1 2 NI W
�' Future Curb /Pet. Oafoyfur-a Curb iPef Oofo
c �
Z ` l 90/o'4Z" /E'=ZO oo" d-89 49'/8"
Q U I Curb /2cfurn wfv L=3/.48 T=20. 3/.35' T=
cr
3/35'
0 Q
�� PLA_ N
4 'SCALE 1`1--40'
.�cc 5hcc� /Vo.Z as 4' 6.s' /O' /2' /2• /O' �.5" 4' 0.5'
Co.as' o./7' L/ne v.35'
: . :
o: o -
. 8•CF 8'CF.
Conte.4 Thick PCC. •., �:•; ConSf. 4"Th.ck ) CC
_ .
,x . 0.2 Th.ck A•C F�ivcmcnf Sio�cwo/� /x�Sib!
Sidcwo%� �Shy/09. Con '
Construct PCC. Curb Gutfcr• ,ocr• Sfo! //S ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERN`,'MINO IMPROVEMENT PLANS
W. 0. NO.
316 EAST "E" STREET Aed��B"dr4,n ;P� °_�8i_ ROAD D EPAR i M ENT
TYPICAL SECTION - JASPER STREET TRACT NO. 7969 ROAD N0.
S�/« : •��,Z. /"_ ��rf. / '_-�' ONTARIO, CALIF, 91761 Designed By APPROVED BY
714-986- 5818 Drown B FILE N0.
— � � JASPER STREET
Checked By ASST. ROAD COM `ISSIONER-ENGR DATE 7�—�00
Recommended By
G�'R.c E 7344 DATE ARK REVISIONS APPR DATE OUNTY ENGIN 2 � ALTA L O M A DISTRICT SHEET 3 of 5_
- -
{
1
I
wvim rN"r as takFt?w, 1-f'-m. -cM!i, Id vt-n rN rrr OV lWi`h"vT 1RY'"Me rMlH
If- 6FOH�E ^"Y1.F V Y X50 U1,x 6v�EIfE brviF v a X SO
i� -
i
.
;
1
I
t
s
i
I
i
_ ,
: ,
A A
1 ,
,
f .. I
1
1
}
f I ;
i
:
:
t
;
_ , I ,
.
- 1
i
.
i
A d - -
, ,
,
I I ,
I I ,
;
, a
_ �� a
T
}} r
I r
W S W
I i
i 4
t
r
T
I
i
,
I
t
,
j
- i - A -
_ - ✓
. , 1 i i j _ _
i i
r
1
i
1 f
{ !
f
I
a
I r
i
{
1
I
j I
- 9 ,
I
J
}
,
{
_ _ _ _ _
,
,
I
.
i
I
f
i
t
i
r :
. I
,
,
1 i !, .
;
I
J
/ V
N
dno I
J
i
, 1 ,
,
,
;. y _.
_ V .
i
I
4 4
4 /
i
I � 1
1 1
, 1
I i
I
i
1
O /y^'
11,4 �._ _ I
+ s
1
1
2 /
i
i
I
1 ,
` i
ff`` /
i ;
_ _ __.�_ a___ . -1 4590 _ I . __. - _L__� ! i - ._____�_1_1__l _.______
__ ._._"_._____.;___.�_ate_..-'.___
,
I ,
,
i i / / i i / i .
, j
. r
- -
.
, F
I
. _ i i "
1
I
ii
- 1 j
! 1
,
i
i } i
I y
0 0'
f
i
I
1 41 i I
i
r
r
i
I,
,
1
O . � .1p i �
1 i
I
Q
urs
a
y
I
i
.
. , i .
��– i
U/�' /
� � I
.
Q ,
i v y
I
� i ,
}
I
i
,
f
i
1 .
t,
, U
F_
T .
,
.I
:
,
{
'
1
i
i
,
1
/ . , _
1 � t
s
I i
I
_ _
f
l
i
N
\
/ }
. _ ,
9
I /
, I .
'U , x
Q U GVy U
V C ,
,
I.
I i
i
N
i
i i \
.i
t
C I
I
,
:
- - _. ,
. I . � I I - I . . ] � . : i . , - , , , I . . - I 1 4
. _ {
1
5
1
i
's
i
I
0
0
I I
i
i 1
t
i
``11
1
2
.11 ,
,
V .
_ 8
i
2
I
f
I� ✓
I
16-T
0
I {
i
j i
!
i
i
I
i t
t 1
,
,
I
I � 1 , :
,
,
i :
I a
i -
"--- � ,�'!�- I r •/ 7. 630 � - - ___-_. __ ___..____
i �' /
t'
I "/ Y i , � I
0
, - 4�� ,
{
_ i
ti
1
I
M
:..
_ r
s
i
.
, I
i
0 N -
t
, ,
_ � � 1 {
;
,
v
0
�`
ii ;
I
,
ti
T
i
I 1
g _ ,
i
Z �
}
r
O
A.
O I
J ✓
'n
T
I
1
V
r
�T
I{
,
I l9 ,
0 1 I
4 .� /
y�
_ T ,
1
i
0
T
1
r ;L�� . , � ; . . i
i
0
0
m
, ,
I
y
i`
1
1
i
.y
I
1
. � ; I I , I I z . . 1
,
i ,
,
: t
I
i
I t
r .
.
iIr i
/
V
I
Q
V
, { 1
i
'3 � j
'� 1
} .
; I
I v +�c
i
I
I
1 J
9•
I
icY
:
.
I .o
_ 3
5 1�
1s
1
I i
I�
I
� t
9�
I
1
v
.� 3
T
i
i It *4 ,
I :
1 I
Y
}
I
I_ :
,
,
( t
i , i
,
t
r , �
j 1
,
, , t
i I 1 i
1 ,
m . m 1 I i
i
. . . .
.1
I
i
a
1
4
1 1
i i
In) Q
, i
1
v�A'`
, / ,�jo' _
1 T
P �
! i
i
i
�J 1
!�
i I I
A }
C
V '/� _ -
/
'1 j _
I I'1 V
}
,
✓ �
i
I
I
i I
t
}
/ 1
1
1 rT t
. 4 11 1
_ _
e f ._ .. 1
I
' i
1
i t{f
1 1
1
1
1
. - i ,
1 ,
— 1
4�
_ i 'I .-
1
I
•
, i s
Z
:
_ , I , I _.
i
: } !
t , _ i -
i
, �
i
_. }
R : I , , : : -
i
1 , '
1 , - , 1 ,
_ , i , - ''
i _ " _ 1 ' i
{ , - } #
I
}
/ 4 1 ,
i
Y
- i
r
i
I ,
,
:
r ,
- i , , moo. o ,, .
I } 6 % 3 / /T .
, �9� 9
,
} ^, ' PCO
/
_ - -
W
- i � � J . I I
1 u I
Q n
V OR I 4
I
i
Z n
} fi
i x
I
1
1
I
/ I 1. -
SCALE
S RT 1
VE 4
,
} _
- _ _ ]/
1
. 1 i
0 1
0
i
7 _ -
}
1 y A ,
t t }3
r A _ , _
_ I
V V t
1
S ,
- - , , i
1
y '�J/I _ i
/ •/
,A\ 1 ,
I
1 '
I - t 1
i ,
i
I :i
i
I 1V
� I
–
O 1 2 4 5 6
1 1-1111,
-cr -7 /� 2
1
8" 30
P LAN
- - �e-I I Curb ,0_ U1 n 0<47 CUrb Curve ck7/v SCALE
c I�^ /�n'
la, / - d°90'/2.0/"' Z-3/.49" A- 3652'//' L°3.9.90 H� _r_ An
c G ,4( ' 20.00- T. •eO.07' R, °62.00• T• 'c_b 67'
/ '
.I
m 29 28 27 26 4
25 m 24
I I I N
I
I . j I 0 u t$ ..—.----..
Cor7sf -f'/hick . .C.�iecevv/,- per Sfd /t-
�/
9
. �— n o T 2 , 23
I '� 7 .9 L �— p C'�
1 �- ��o� Consf �cc Curb Gu cr- ,oar S c� //5 �r �' 8,,)r * ,� �d%usf CO fo G'�o�
F Zy (05. consf PCC. Crass ,4&1vs� /Y!�/ �o G'roo'ms G , #Z Q
r/' Oulfer �Ts/tl'P-� CAMEO - 1V0'3�'o8�vV" STREET �... I. - 86• Curb Curve �ar4U
---- -
i G°�. ,� CC'/7,'5/O.2 (hick .4.C'. F-bv�'menf - - �� 69. 1
t F A G�Oh�h �� ff G - d-z5 Z_ B 29.38.00
. i Cons/ PC C-. Curb ,f Gu11�r- pCr 5�d //5 — - ---- -- -- �h�2�hf.V8 \\.:
N G
i4) --- - --- ---- -- ---- ------ - - - - ---- --- ---- --- •
1 �� " ,0 7 -- - ---- - azo- ---- �2 op -- - -- .-- - - - 6�- 2, ---- ��o 8h .�lOL=Witi L�
I r
Q� I �, Consf 4' fhic� c Si4�avo/� �� S /D9 �'+T ubL� v /�/ /E� ��MEn► c~\
10 P o It ( 22 �,� �� T T T \� �\
O fy I 154 61 t�' fig' S'
! I ^ ' /8' /6' 7'
I to i6 17 18 19 20 `I 21 CL 4' 0.5' �' /2' /2' 6' o.g' 4' �.
N
( I
I -- LEvEL G/
I I I o �
JGO j •:/, -��7 /• I -/0.,,• Lo" G:js' .J&0-� ,moi-:/�
Curb AQC/4/rr7 QCA Cur'6 Curves DcA7 s cr- L e"�^. .
d° 89'47'59" L-3135 ' d -36'52'/2" L-39,90
,Pz eo.Oo" T- s /9.93' R•GZOa' T 20.67' '� G__ T J- _
'-,I ca/YS Vic.c. c u/�b���
N �TTE� �E� �>-o. //:5.
\C � \`s o�w�;�¢i�T/-�^- sTtoG/0,9��
.
� � TYPICAL SECTION .
n
Fmax, Zl E.� . /`'�1-2. /'"=/o', vE-,/CT/"-4•
1W
G•.
- nB6—
FIELD BOOK REF COUNTY OF SAN BERNARDING N. 0. NO.
ASSOCIATED ENGINEERS IMPROVEMENT PLANS
316 EAST "E of STREET ROAD DEPARTMENT
TRACT NO. "7969 ROAD N0.
ONTARIO 1761 ArK*�,WEO BY
� CALIF,t OeciQne(> By
714-986- 5816 °""- — n w _,4*c^JA/p�,�— ',r: .v CAMEO STREET FILE No.
Chocked By ACtrle _ V`' ' R: AL GOWWISSIONER-ENGR DAZE 71-100
AN
. '�6"S 10-1Z RscammsnQeQ By ) i /:50"Ofl&. !t�RK lmd� REVISIONS APPR DATE �- a_ COUNTY N NEER Dr� ALTA L 0 M A DISTRICT SHEET '4 d 5
R.C.E. T 344 DAT E
. WPM M r.TY' OM fWt,FNW!lW114"COIN W-Mo lM f1'+''Y cm ligViOYY IWW""MV`.N
[/1; bFiOE((E brbiF V 10 X SO <;`� bKOF!�E bIF `F a X 30
. —t690 . I
. - .
i
I
I V
;
I ,
1 ;. , -
}
1 J
I
J
1 -
1
I _ j
1 - ,
r
I t A
{
1
1
,
. t
t
} 1
t
��
j
5 t
i
t I
f
:
: , , ,
t -
: i
,
,
:
I ,
i
.. ._ _
} i )
i
1 '
1
I r
I
1 i
i
4 ,
{ - i 1 I i
i
t
I i
R 1
,
i i
s
;
y
, : # �� /AGE i ( 1 1
I 1
f ,
I '
f
T
i
I .
i f i
�' /"� WE
W.
t �
T
T
I ,
I -
, .
i :
- . �
; . . . r
,
I I ?
I
I �
, ,
, ;
,
,
,
; ,
t t i
. r
� � 1 4 1 �
: : : i � j I . . : I . I /
I I I I . I � . .
I I
I ' ' i � I ' . 1; i I : �' i i i
I - !
. i I I I k
� : C//!7Y
� - . I I I � A ; -
r/ /
; 7 ��y�
L I .
. 3
-"/ - n jj
� . ';' : Ii I
i V I I ; I I . t � I
. I i I i i
� � i : i . L
; : �
� I I I
; : i :
4
; .
i
I . i
I . !
l
1
: I � � - I ; ; - I � : {
: i �. : �I � i : . I
I i . . I I I
I I t - <
. i i I
. - � .
nvn --.�+
1 � �
. I
. .
; � I
� �
I I I .
. I
, /. _
. -
f � . : /
� Aa 4n,Anh,,a .
V
V
t
i
. � : : : I .. I . i I ; ; I ; ; . I I �
� I .1 � ,: i 4 ; I I - � I I . 3 . �
: : i ' I : . :' � : - . � I
g . I : �
� ! � � . I I I
. I
,
I � : q 1 � I
1 7 . I4 1 � I I � � � ; ,. :- - I: : I I Ii i . � I � I
- � I p � i . .I � � I I �
! . : : I I . �. I 1 7II ! I . � ., :
. � 7 �
,
. -
� 2
: �I . . : z ! :
I I I
! I
i I � . . . i . - I � i ; ; '-� ! : I i ,
. I :I I
: I
I � I !
�1
. I �: ; ! . . I . I
I ll� I �
_ , �.
. I . _
'�
I �
I � �I I � ! . � - � I I4 I L . � 4
I . I � I � � � j ; I 1. I . iI � . � - - � : � 4 .1 . I : ; . i
I /
I . 4
4
4
g
.
. : ! 1 � 8
c
,
, ,
I ,
i
' ' -
1
•
I
r
I i
t
,� 1 l
.
r� .-e O i '
V " � t 1-1
i
GIY
U
7
i
C
/C,p
. i
I i y
, i
J
T
. i
/ 1
y
i
O
I
,
I -'i I i �i /
i / f
i
i
I
i
r
:
i
, , ,
,
,
�j 8
N 1 . . -r _ _
. .
I � � l .
l J I
i ,
,a {
V
In :�
V
i
I I
V
O
i
7
I
1
i
{
I d i
I
u
1
t
�5 �'
i
I
i
i
I \ I i
i
.
yy
i 1 /
I `. r
V
i i i
i
i : I ,
,
r
I
t '
1 � CC.J i
i
I
i
�, 1
I i
}�
i /��
O f 1
i GOC/
t
i
{{
I
1
- ,
i
t
( 1
I I
4 i
z
'r
4
J
i
1
,
r
.
t
a
i
: t
f
: t
1
.
V.
C.
i
,
I� '. > _
,
R n
-, .
i v. / i
9 .
J
�7 Y-
i i
�f
T
y
1
,
r
I
I I
J
U
i
I
,
I
N
i
I
i ,
I _
a
,
:
,
'
, i
i
:
,
� I .
, . • \ y _ j
I
l _
y
I
r
V /
o ,
I
4 , . - . l
1 i l
y -
I f
R
V I� /
V
i �:
MM s
t
Y
i 'n
1 \ /
'I
i
I
1
V
1
{
:
1m*r ,
,
,
,
It : __ . _�_.
'n / +� ;
,
J i i
1 r
1 -
r
Z � � I i .
i
u"
p I
p
S
n i
a ,
�, ti $
v
V
0
J
i p
0 _
1
I !
2�
� I
J
4:
V
I
--fi {
�3
I
i
J i
.
T
I
t
I
1
I
I
■M1 f
I I 1
{
O
T /
1
,
F
,
I
1 '
,
i
N
�-
/Y
I
/y
/C Ac
t
ti
_ .
T I
E
i
1 t
f
9�
i :
. i
7
T
i
, .
I
,
I
1
, , ,
:
- _ -
' ,
ol
I a I —
I
I N
2
.
, i
I
1
1
1
: 1 ,
\L.een� 3
i
r
t �
3 5
'i
,
3
i
i
✓ /'
i ,
I {
i
, i
3
4 1
I
i
i
,
«
•
,
i
{
1 :
0 /J �Gl / i
I 1
✓ ^,;` i
1
d�
i
, w.
ice•
�s
r
4
l A
I
4' 4 g i i
T
f
f 1
, T ,
I
I
f /
- - i , .. -
i /
O
O
1 I
V
I
r ✓
i
,
i
..__ _s...___ a_ ._---- _._.__..._._....__ - -.._ .._- .__»_._ ._ .. __. _.,. __...._. _. ,.-._., _ _..__. _.�._ ._ __ -___ _ _ .._ -_ _ .- __.
f
: i
, i
1
,
/� _ sem____. .. _
mss— _. _. _._." �,..._ ..._..-_,- ..,_.a_..�__�_...�.�<. �...,_..�......_.._.N.- .._. .._ - --. _.
1670 /,l.r - _ _ }gip . _ �_ ._. - -
7 / �/ /. - .�p/ _.. I _ _ __. .... . _.__.. - .
a �-�
i , Q N �1 I 0 _ _ _
1 / o ,� .a e -
. '
�— I
i
I
1
I
2
i
6
r �0
r
f
1
•7
6
�o � i
t
I N
0
fi 1
h
. .
,
i
,
/ f \ i i
r I I
V oe / tr� ,
1
i
$ �i
, i
I l9 !
,
,
:
,
I
,
r.
1 � i
1
a
j i
l
.
,
,
� 3
_ : , _
% z e > i - 1
I I ; � i ' . � �
- =60� i N •
t \
1 .
y
i
. ,
I
I t
i
. I
{{
I
/
s
1
i i
I ;
I . I /
,
i
_ _ ,
, _
I i
; , /
.I I I � I � i I : ! I , . . . E
I
T�
o
i ,
PCO L j
1 �.� E
1
� i
11 -
1
i
I
I
1
I
H i
cu OR I Z I - 4
i
i 0
1 77
SCALE
i
: �.7 V R T
, E I 4'
- j , _
I
I
7
o .� cv�cu,��
l
\t� t
i
I
`
J
i i i f
C! i
- .,
. .
i
I I
J
I
I 1
,
y 11
,
O 1 2 3 4 5 6
.
��� ����1-f z PLA N
/8' 01 Iii- Curb ,�
/� �I �.
d, /6. /2, urn Ov�o curb Cur-vc Ow16 SCALE
G. 4 d:90'/Z O/. L.° 3/-�9, d-36'52%/'1 L.-3-.9.--)c),
/P -c'b OO' T-20.07' /P=62.00' T• • 20.G7'
Q.
i 11
nl W
h I lr
m
I v 11 43 42 41 40 39 Q 38
n I to m
11
� .� I
� �
ZI 0 is m �.. .
-"Con�f 4"fh�c,E / CC 5���lk pc'-S/d /aD h 0
72.-n3' 9z 00' 92 00' --5-e-.00'
-- - - -- -
_ I.i 37
.ti �
i c6rr�f PCC Cur-6 Gu /- pc/-"5 /J5� - . . �� �� .�o✓u�Tco.
ft, : GNU`S' Const GC'CCn�ss v ^Z /us2- n7r--1 o By9 ,Z►. . �— o ��.�� Curb Curve Uc��o
h Guffcr; c�-S :/ //9 �, " o cz3"W. o c� � G� h T
--------- --- --._-- - �— 97 --- j- --- _ d 253"44�3" ,P=38.00'
12`�° :>A R D Const.0.2' ff�ic f�.0 Podcr7ic� . ----- o° .
`•,� STREET T " -� L /Ga.z9
V. S�' � _ cd".!!:-;'/ P. CC Cc��b Ciu�fcr m Sfd //5-- R� I p
--' --_--- --- --------.---------- --
- - --- - --- ----- - -- P— ---- �
- - _ - - - .-
�a f�. ��o -- - -_- -2ao- -------- ------- - -��oo - - -- -57 o7, -----�� G ��� 36
-- n 3i
/ / 6, � h D Q V
O# L b Q� - � G .5/oma wr^.L� '
f. I I l i P ��._--r G C.is uJ-iL/J-/E-3 i1�—MEn►T�\��
/ W m / � �
t (I I n 30 31 32 33 3 4 v 35 S' �5' L-5' -5
()> m O.5' 4' 0.5' 6 /Z� /s' 6•/ 0.5' ¢ o.5'
�� II °
I
Curb RCIurn QG47 _Curb CU/'yC Oo10 LFv�4- L I
y� 1 11 I L1, 89'47 59"' L=3/,35 d= 3G 52'/2"' L.• 39 90' ` ��
/P-2000, T• /9.93 R.- G2.00, T 20,G 7" . (5�� a'�.
7-j
. \ /_ cone In,-.--,'=^-J- ^- '
\ t _,.�. �vMr _ ._,
��Go/y�� �G.c- G4L-'^-by i I�
\` �'TT� �E.- SJ-,o. //5 i
. �� o/y.sJ-. g/' J-H/c/<, Z"--'-=--.<--. —�
TYPICAL SECTION
. ���: rxn�-'z, 1"=1<=)'> \,',--,--2-1`--4'
ASSOCIATED ENGINEERS FIELD BOOK REF: COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. O. NO.
316 EAST °E" STREET ROAD DEPARTMENT ROAD N0.
ONTARIO, CALIF., 91761 Designed By APMOVED BY TRACT NO. 7969
714-986-5818 � D�°�'^ By � FILE N0.
---- �-a«�•✓�'�..4'-..0 _ -q- _� S A R D STREET
Checked By �-� ASST RU6._� COWMISSiCNER-ENGR DATE 71 X100
2C :�X� Recommended By _
` - 1l?--a ARK, REVISIONS APPR DATE
R C.E T344 DATE �_ OUNTY NG N ER AT ALTA L 0 M A DISTRICT SHEET 5— of 5__
i
i
t
,.
I
/