HomeMy WebLinkAboutRc St Improve Plans 1039/1 Thru 1040/1 1039/1 1039/2 1039/3 1039/4 1040/1T
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VICINITY MAP
;STREET A Q ST019M DRAIN ESTIMATE QF QU:AVTIT!"S
l,Construct curb 6 gutter per Std. 303
1762
7
Lr
2.Construcc spandrel & cros,,,.gutter per Std, 308
�
Sy
3.Gun5truet sidewalk&..`-neicap rampper i''td. 30.9 6 3.10
Sr
4-Construct drive approach per Std. 30; (W = as shown)
3889
13F
5.Consrruct 8" KC berm per Std. 313
721
LF
6• Construct local depression per Std. 51b
280
SF
7. Construct catch basin 911(w,v{i) as shown) per Std. 502
_ 2
EA
8. Install street nacre :.!gn per Std. 40;. & 402
2
EA
9.Inptali Stop sign per Szd. 402
2
EA
10. Install AC pavement 3" A,C14" r:A.d
45165
Sr
1l.Adjust sewer manhole to grade
_2
EA
n.Adjust water valve to grade
10 -
EA
13. Install 5800 L Street Light (;+ - e14s)
D _
Eil.
.14. Install 30" RCP (D _ 1000)
._.._ 77
LI' .
15. Install 240t RCP (➢ = 1350)
63
�Ir
16. Construct side inlet with headwall thru rail L wire
revetme.SG T.nce per San Bernardino Co. Flood Control
Districr Std. SP 183-B
_ I
EA
17. Remove, rail L wire revetment fence (as required)
I8, coNsTt•ji�'T ' �y� APQ(tcA.cH (M�olFin[ To A.c.�
1co2
5F
30X
f f REDUCED PLANS
i� ► 2 3
3 INCHES ON ORIGINAL P1
COUNTRY 1�lAXCFA I I
LIGHTN EN DEVELOPMEXT COMPANY
GENERAL NOTES
1. AJ,1 work sha 1: be Bono in accordance with these plans, the City of Rancho
Cuca1ol.ga Stanoards at,. the Standard Specifications for Public Works Con-
Ftru tiot: - current edition. Contractor shall be familiar with and shall
be responsible ,or adherance to these Standards and Specif: ation
2. Al_ pipelines or substructures of any kind, telephone or. power poles,'=cat(-.r
meters, valves, fire hydrants, etc. shown or not shown on these plans c✓itl.i:n
ti?e right-of-way limits or in ad;ar_egt areas where .mprovement work is to be
done shall be removed, relocated or protected in place as requires at no
cost to the City of Rancho Cucamonga,
3. Any contractor performing work on this project shall familiarize hiruelf
wit:) the site and shall :)e solely respo,.sible for any damage to axisting
facilities resulting directly or indirectly from his operations, whether
or no; such facilities are shown on these plans,
4. A permit shall be obtained from tl:e city of Rancho Cucamonga, Engineering
yepartment prior to any encroachment oc construction w .min City of Rancho
Cucamonga easement or right-of-way.
5. All grade stakes shall be set by tbp Contractor or Engineer, Paving stakes
shaLl be set at all hinge points^, edge of pavement points within 0,01 foot
of Sub -grade elevation and at not more titan 50 foot intervals, Additional
paviT.g stales may be required by the City Engineer as needed at warped or
verti:al curve areas,
6. All sewer, water, electric, gas, phone or other utility laterals, main;
or crossings shall be constructed prior to paving.
!. Compaction t_,.ts of emba kment construction, trench backfill, compacting
original gr-;util and .t.l sub -grades shall be performed at no cost to the
City of Rarns:.n Cucamonga. A written report w1Lh these compaction tests
shall hp submitted t.+ the City Engineer for approval prior to the place-
ment of base materials and/or surfacing.
8. At the completion cf paving, a materials report shall be submitted to the
City Engineer listiA-; all tests or determinations completed to verify
stability oil content and gradation of asphalt paving.
9. PL iOr. to installation, of any paving, 'i materialr cepotc shall be submitted
to the City Engineer lis.ing all tests or determinacions completed to
ver_:fy: sieve analysis and sand equivalent of aggregate base.
10. Paving shall be performed in accordance with R-Value and Pavement tests
taken to determine structural sections (prior to final plan approval).
11. When improvements are to be placed on native soil which consists of a
rocky material, the sub -grade shall be prepared by removing all rocks which
protrude above the sub -grade and all voids or depressions shall be filled
wiLln a fine grade material of a quality better than the native material.
12. IL the ssphalt concrete is to be placed on sub -grade, a soils sterilant
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly
applied at the manufacturer's recommended rate for the full pav mmi,t width
prior to paving.
13. Estimate of quantities is provided by the Engineer only for the convenience
of the developer, t'se Contractor shall make his own determination of con-
struction quantities before submitting a bid. Any item of wo,.k required by
these plan. which is not specifically listed in the estimate of quantities
shall be c rtsidered as included in Lhe other items of work.
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall
be construclsd_at each intersection.
15. City approval of plans does not relieve the Developer from responsibility
for the-orrecti_on of error and omission discovered du,.ing construction.
Upon request the required plan revisions shall be promptly submitted to
the City Engineer for approval.
16. Work site and exterior streets shall be in a neat, clean, hazard free,
orderly state, throughout construction. Site shall be cleaned upon re-
gc,st of the inspector.
1"t.. Ttif' Fla-lP'� ojc- y->MAc GA`(E2 .off ASpfiAt-T n >; �aP.75VP`( F,, JF MF-htT
yHq„L i,aT , P_AfED L; !int.. 14A_ U nixri Qg "p UTIUT( uh-ret?Al5 WITHIN TrtE
ROAVV+IA`( AU-L ,- L-5tlr_ CDMPt£TEp,
Ado AuL ANp �OAvwAY lMplravrMr TS AffS fe-f�.-vF_r>
At1D �erwzcEo AT Tt{e Dlpec-TI.tJ of -ri-1!< GIr( EIUGINEK_(z,.
BENCHMARKS
CITY BENCHMARK - BM No. 58 Elevation = 1590.880
Chiseled square on top flange of fire hydrant at Southeast
corner of Archibald Avenue and Lemon Ave -we
CONSTRUCTIONBENCHMARK - No. 1 Elevation = 1603.45
Boat sp'ze it. Power Pole at Southwest corner of Liberty Street
and London Avenue (PP U226291E)
CONSTRUCTION BENCHMARK - No. 2 Elevation = 1592.20
Top of fire hydrant East end of Hibiscus Court culdesac
BANYAN STREET
w
Z
a
I
2 3 4 5 6
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I
BANYAN SEE SHEET 4 �{{ STREET
SEE SHEET 3
13
12
11
10
9 1 8
7
0
14 15 16 ' IT
T 18 119
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-- L-I BERTY--SEE- SHEET- 2 -STREET
i.RACT 1211525
INDEX NIAP
NT S,
COMPUTE
''AROJECT SHEET INDEX
Project Sheet No,
Sheet Description
1 of 9
Project Title Sheet
2 of 9
Street Improvements of Liberty Street
3 of 9
Street Improvements of London Avenue
1 of 9
Street Improvements of Banyan Street
5 of 9
Sewer Improvements of Lc)ndon,Avenue
6 of 9
Sewer Improvements of Banyan Street and Liberty Street
7 of 9
Water 3.nprovements of Tract 10076
6 of 9
Crad?ng '?Ian
9 of 9
Grading Plan Detail Sheet
CITY OF RANCHO CUCAMONGA
TIT! c "HEET
TRACT 10076
S:_ G
!EU BY
DATE
NGINz -
`_�
R.C.E. 23889
t"_ BISH, GUERRA '9 ASSOCIATESt Inc.RECOMMEN
-
ebbs.-
CIVIL ENGINEERS
CCy En
124 EAST "I'" STREET SUITE 12
ONTARIO, CALIF, 91T64 (714)983-27.39
SHEET:
Jerry
1 of 4
1�
S
DRAWING NO.
City
EX . DATE 3-81-87 RC.E, 29224
1039
PROJECT sHEF_ r / OF 9
86-006
BENCH Mt1Fil:
BN Nc, 58 Elevation 1590.880
/.0.-42•.1� • SO'JAC. 4.6114f. Chi
seled square on hopflengeof fire hydrant
Q •2:2s% -� at southeast corner of Archibald Avenue and
A�,Z•,y EXISTING R/W PROFILE 30 NORTH Lemon. Avenue
4-
rz u u /oo'V.c. Dr.e7 1>a I
q
}; /Y PROPOSED T.C. PROFILE I8 NORTH t
�?.o ��•--vim_ lv,
in
„I C p t ` v L=39.3%L — \ EXISTING T.C. PROFILE
a ti
n a F E u \` Ilk, oil
-0 80; 11
0 0 0x -08036
2 a2 ° r<u`05�3>
ty1 EXISTING rC PROFILE
16t?5--
n 0
1605— °-,— y!'. EXISTING T.C. PROF!LE IB SOUTH II
�` L
PROFILE
SCALE HORIZ 1"-40'
VTRT ["-4'
10 li 12 PLAN 13 14 15 s1
SCALE I"-40'
is
CONSTRUCTION NOTES
��Ar 2JW 5'1REOS�S `�
Construct curb 6 Gutter per Std. 303
' Q STREET
ti Construct sidewalk L handicap ramp ,'.r Std. 310
L i rs E R T Y 5 T R E ET SEr�'G��r14'T a Construct drive approach per Std, 305 %W = as shown)
�
PUe �/ Install street name sign per Std. 401 6. 402
p C Install Stop.sign per Std, 402
Ins tall AC paveneat ( 3"AC / 4° cQe)
.p :�� r ,3 ti : 4 r /2 Adjust water valve to grade.
1 LONDON AVE. y Q• o; a y^: �3 Install 5800 Street Light
SEE SHEET 3 LOT 14% LOT 15 LOT 1.6 LOT r, 17" N LOT 18 0�
a
Rlw
\ N ti n u 7z
O4 b ti t- w 3
En
aP�iv�'� Tn 6o sr'rr�,✓ � �
/J7 41- ,' 1 ✓l6.C7' 9o•o0' 9o.00' 97,19' �,.•:. l
LOT 19 '
S
—�J.89°55'.16°E. 1 _ h --- .7
• f2 EX,STWC, AC PAVGM.ENT
L/BERTY 5 ;EET aTT—�1 rr--rl —i�
EX/ST, /MP.. PTR DRWG NO. 888 SNT. 6 66 F 6 y- "
1
' r 1- 1
,
29 30 31 37 (('
i
1 34
3�
1p
40'
I1 11 1 1 1
p� TRACT
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( RAMP DETAIL
1
(0 vEQ i'
'EMENTS
`J� C i
TYPICAL, SECTION -LIBERTY STREET _.
T.I." 5.0 R-70
v
DRIVEWAY LOCATION TABLE
LOT
STATION
NIDTH
14
I1106.38
24
15
11-96.39
24'
16
12 86.3ri
24
17
RAD =N Oe 47' 17' W
24`
18
55.60 'E,/0 E.C.
24
19
RAD =N 3C 24 37' E
1 8,
C I I T
UI- KANUHO W (AMONGA
PLAN AND PROFILE
LIBERTY STREET
FROM LONDON AVENUE EASTERLY
TRACT 10076
)VED BY
DATE - -
ENGINEEP
-R.C.E.'N0. 23
1'
DE BISH,UUERRA 8 ASSOCIATES,Inc
RWIlEV
CIVIL ENGINEERS
f24 EAST'k° STREET SUITE72
C:ay F- w
_
SHEET:
ONTARIO, CALIF 91764 (714)98;5-2739
JO:ry
jj
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2 OF—.L
DRAWING NO,:
,E F. DATE 3-31-ST ir-E.No.
City
1039
::.may-
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: ,v^s-vrn-:.ate
PPOJECT SHEET 2 OF .9
86-006
4'
1
PROPOSED E.P, pR FI E '4' WEST r ✓✓
r ,
EXISTING PROFILE IO'WEST ci �. ��f a
' h E. //•.•r.. 0
r'
4 _
W "�[ PROPOSED rL PROFILEto Q;o
EXJSlTJNG t ROFJLE �� ' PROPOSED Ii. PRCFIy
!tr Ci 04g62
EXISTING PROF)L
W
460
:1610—
y M PROPOSED, T,C. PROFILE 2.' EAS7 4
to
EXISTING RIW-PROFILE 33 EAS }
✓� ��,. , r ',. non
p 0
IZ
W u` *mm o
bOnlu
:3610_ 11I N�.._ _. �. �. "� 1
'•.J 6O _..
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FLOWLINE Iy
h _
4.ilA WV
L : /A 19'
B7NCH MARK
4,�o• a% BM No. 58 Elevation 1590.880
¢ Chiseled square on top flange of fire )+ dram
IA
m EXISTING E.P. PROFILE 4 SOUTH_I Y
at southeast corner of Archibald Avenue and
r! .Leman Avenue
Ci
M EXISTING PAVEMENT PROFILE
1 Q -4
ea,
m w o PROP T.C. PROFLLE 1610
,I
4
$"�—__ Pwopos&v 8, WR7E,e
i
}
03 l
35.9/ P.I. " F?OPosEq s" s-EWFR -
F
EKISTlNU 30' Rcr VO
2 /
EXISTING T,C. PROFILE 22' NORTH
a ti /\ o'eV ,�, / MOO
/5.
IL
1f
y
v
h l4' Ec:.+R Pitt all
r• O 7 }�+} U; thyyme� o p
.1 L=3SI89 : L-•19.74I,° L= 20'JT4' •I.
7 8 L 9 12/^- zzo"nw.D. PIPE BANYt�N I i t9URG___--
F,RST Phi/CE STREET , 1
•biiV F- S?A. /4+/0.0,
.� sT
EXISTING 16 CGW.D.. D/STR.'3UT,'0V ,gI
CONSTRUC I I -ON NOTE
Construct curb & gutter per Std. 303
2W ti % /� 2�� Construct !spandrel. a u nss gutter per Std. 308
Qy j EXISTIm J2o"MA!0. FEEDER JNE / Construct sidewalk & handicap rangy pe;c Std.
1114 h I -ON DON AVENUE :, � „
Z ^ y Construct 8 AC berm per Std, 313
8� b o, 1 6� - Construct local depression per Std, 518 (e14L4"
p °m Construct catch basin 71l(W•VfDas shown) per
''J �• EXIST/NG FENCE I j fk/STING CORRALS Std. 502 1 1 /l � '`
1 v I Install street name sign per Std. 401 & 402 .
1
I I c* ��-- Install Stop sign per Std- 402
fk I ng t' i e� </�I-sJ��ST�i��- iz n �E f0 Install AC pavement (3"AC/4`�C,9e..)
c --- r Py ow:�or' I ) /1 Adjust sewer manhole to grade
1. PROW. STR ET EASEMENT 'I I ^� o + f
___11 PROPOSED Ftih ' •; J 5 Jz Adjust water valve to grade
FENCEAPIFOCAT/ON NAO/NG APPROP,1ij------ 1 FUTV,PE C.8, 14.-15 X ruRE /.MP/r0✓&1,2r 1-5 X� -� vroxe R/W \Y./ ,, /3 g Install_ 5800 L Street Light
5 P♦� Qa� �p I X I D /'l Install 30" )ICP I10 - 1000)
'-',,7 --- 7-•.. I. ......----���!!!- S4 5, . _�-'''-• 3 4 Cons t ,oe, fd ,70s
a. Nfll N ,r' I .a+T•�4` Irj IIA5TAAI, ' l I-p
y.( c + "
' •.. .�,. :... e.::.—_ 'ram _ 1
_✓' ' •' .:. rx.Y. t . �n ... a ,' - b, ` . �4 p
I I 10 4
' STA IOa4858 B.GR. R/W 5\ 2 6 8`
y + ..
W-45'. 7 STA-0+4T.26E,Ch' STA.O+48.75 u-.^R.
V ZOS''D= f 15
f+ lay. Q —
g Q JAr R/GNr,, DESIGN d
lu I 4.
W W. 1
f 13 1¢ a r �2 JJ °�' ' I
W
33,,.:
I.
j LIBERTY STREET BANYAN STREET /s
I
SEE SHEET 2 yW SEE SHEET 4
h
z2'
CURVE
DELTA
RAMS
LENGTH
TANGENT
CH
1
90°42'50"
2Z00
42,75
27.34 -
3
'2
12' 50' 19"
1.78.00
3289
20.In
3
3
fe 50' 19"
222,00
49,74
24.98
4
4
12' 5 0' 19"
200.00
44.82
22.50
=i
q
89 06'24'
27.00
41.99
26.1-58
3
6'
90'5336"
27.00
42.05
Le.42'
1 31
7
A2-48'36"
P-18.59
315.93
19215
28',
- 8
82"48' 3S'
1 196.59
284.13
173.35
1 2E
30X
REDUCED PLANS
0 I 2 3
�,i.11l l}11�
+- 3 INCHES ON ORIGINAL PLAN•
Ffrror"r :MPltal
TYFiCAL SECT(ON-LONDON AVENUE
T. I. = 5.0 R = 70
V
110E T_O CONTRACTORS
AFY MR, CHARLES POLING ( M.W.D. OPERATIONS SERVICE BRAN
EPHONE (213) 250-6428, AT LEAST TWO (2) WORKING DAYS
OR TO ANY WORK IN THE VICINITY OF M.W,O, FAjILITIES.
h
540 es
_PROFILE
HORIZ I°= 40'
VERT. I„= 4'
PLAN 0 I 2
n
1 1 , g QO ee
W5r kc CO:✓c.:co<c
I yqP pEq <.A.cfCD, srD a-o3\ /S /[ — F
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7 srq a.'as 1.
V -✓c?Be `
l EX ST S PER D WG O 888 S T. 6 O 6
/ R N. N F
30 ] Ci V
�g
a v•
LIBERTY STREET �, m
I
EP 4' 1
CITY
OF RANCHO CUCAMONGA
^�
A
GpCE TO ,
JOIN
PLAN AND PROFILE
EXIST
s.D�`
LONDON AVENUE
— ?
FROM LIBERTY STREET NORTH TO 'OURGANDY DRIVE
I
TRA T 10076
tcJSty�yq ,_
SECTION! A`A
APPROVED BY
DATE -
IIIpIlA
: F !�
CITY ENGINEER
R.C.E, 23889
k ♦
;W �v m;
DESIGN
D BI5H,GUE RRA 8 ASSOCIATES,...-,
_.
RECrsyOeMME�NDEO
`s No.29214 z;
Jerry
CiV_%ENGINEERS
Cy
DRAWN
124 EAST `'I'" "STREET SUITE 2'
ONTARIO, CALIF 9176 4- (714)983 2739
SHEET I
CIVI:V�` ����
OF ERI t1111
'`�risre[7 'J
Jerry
CHECKED11
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— OF_,�_
DRAWING N0.
City
J-1-
E R DATE. 3-31-87 R.CE. 29224
1039
PROJECT
SHEET 3 OF 9
66-006
r
IV
BENCH MARK
SM No. 55 ELtvation 1590.880
Chiseled square on top flenge of fire hydrant
at sou'iheast corner of Archibald Avenue and
Lemon Avenue
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PROP. FIN. &A,pR°F14 E..
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1615'
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W.5 •/e.!1 1�a
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4
ur.e
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Cb,VSRET�E D,1Ck flL.0
SEE DErfNG "a- I .
1 _/0
l o c•�sn,,,
1J •�
-1620` osgo{` I 1605
to _ Qlacr /3. l0 <is I
/ EX1ST. C. G Z2` 5OUr/4 o
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Liz
llu�oz / c3 ti� vo
t
2 2 tv I.
t I.
0
PROFILE C
y
J 4
SCALE HORIZ I°=40' oQi oi'8
VERT I" = 4' V
PLAN 0
SCALE 1"=40'
CONSTRUCTION NOTES
_.,1620
w54 f,Y� EXIST c %'6 2 Z' 110 R'fH
_....1620
rEX/ST f P;10T FR001.45
I
Iv'
Construct :orb &• gutter per Std. 303 BANYAN STREET
BANYAN STREET ` a -Construct ,spandrel 6 cross gutter per Std. 308 /r z_e, zz'
Construct sidewalk 6 handicap ramp per Std, 310
5r�--- Construct drive approach per Std. 305 (W = as shown) MI sP�
Construct local depression per Std. 518
l^�! Construct catch basin 01(w,vto as -shown). per
V a �b J v ti t Std. 50c y
h LUi' I LOT 2 _OT 3 N LOT 4 LOT 5 p o
! liV " G 0 k v� d !I Install street name sign per Std. 401 6 402
W b•
I` r s� u) �!< , lo V %�-- Install. Stop sign per Std. 402 �( ,
? c Install AC pavement 3"AC /4"CA&) 6 s�
LOT 6 > , �_- P ( � ,
Adjust sewer manhole to grade
Q " a N Q. Fa ryG av Adjust Ovate valve to grade ( f/PEPhJ/T /s .eEgUiQ�o Fnz
l2 h 3 oti ` 4n Ali 0 CIE, o. ,h i _ v•lo.z3' / iJcc woer �pvE //✓
srq /o•ua93 'c,7t. x r, ;u 5 � y h a al' W � k>V luG /3 Install 800 L Street Light 7 z t. v . 410A
no ro C1 1 y tl v Ins tall 24"RCP (D 1350) R
.�3.>p • _93.P0' 3 . 5 . �Qi V93.a O' �.�a) �- lli � `,yv/r, QT' I,� 4 -F• _- v /6 -- C.pOEnM/STO.tt?/EL/CT:PAaS//GOE$ IW.V/C/2EE'T ?WE/IT//t/- NHTEMfJOEW/'JAT.0L F6TnH/C/2EU (AR.Si7/RGEOLL(.U7E0� 2."VE �[J'
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• �►_�;,, w.a .- c >,t .ALTA L0M CHANa
� �"{ ; •f ,..'_a"� v. /o.z3" IU..t1 ry 'Ip�P
� �Y (n .CHANNEL
4uaol' 8o,00'
. -
80.35' 1 80.00' 80.pP • I'
1 Cin • � ' ETA' 9..53:9? 6.CR \ � 1 80.3G ii
rt: BOTTOM OF 4
WALL FOOTING T. a
��aE 1 �! 5 wti b 1� viA ` a� � � ti Vr. � ti �' � 1. n °. o ,•.
i I I@ b I W IU I .G.`• SPf71NG LINE
DETAIL "B"
CITY OE RANCHO CUCAMONGA
PLAN AND PROFILE
BANYAN STREET
FROM LONDON AVENUE TO AL.TA L.OMA CHANNEL
�1piQKOFEasioy�, TRACjr 10076
APPROVED BY ' !/ DATE - I
CITY ENGINEER--• R.Gr N0�2388�9+
a r^a DESIGN: ECOMMEt+�ED: '
Zia. 29zxk R
BI , GUERRA� ASSOCIATES:(Dr,. ems• �+�
CIVIL ENGINEERS
200.0_I 45.62 1 22.91 1 45.52 ✓ �+ e
I �� 124 EAST "F" STREET SUITEI2 '
c d 13°04`041 78,00 46.5^ 20:39 40.51 \ �_�f ` C11JIL ��@�1� DRAWN: SHEET: �•
22016'40" 40.00 15.55 7.88 1.5.46 0'. p�,.�Qf CAL��QQ1111, Jerry ONTARIO_CALIF.91764 i714) 832739 ,4 OF 4
O7 224°33.c0' 27.0.0 105.82 49.97:. •;,�FiJ�J/�!/1r11 _ 8L
_ ... CHECKED:. DRAWING NO.. -,
1 RAMP DETAIL 'V SEE SHEET 1 FOR GENERAL NOTES, BENCHMARKS 87 QUANTITIES bATE 3-31-R.G E,No. 29224 1039
f _ _ .
�.._._ ..�.....>._.._...-,._.. .... ,,.M�.;- _, PRO-jc_CT SHEET 4 0F 9
86° 0&
REDUCED PLAINS
0 i 2
3 INCHES ON OF(G(NA► PLAIq
rya {. 4 4 m� N� 5 q d`v V
LOT 13 LOT 12 L:OT 11 k h ' LO f !U N �� LOT 9 O T d N Li T 7 h L9'
LONDON AVE u ` v a �-
SEE SHEET 3 0 N y + a h 64'
I
00
,D• I3a 0•45Y �D6 _�- I �1
pp'� r=• A r
NRT
ENGTH TANGENT CHORD / /o s E GENERAL NOTE Na.17
42.83 27.42 38.4 @I
41.99 26.58 s7.ea TYPICAL SECTION-BANYAM STREET
50.63 25.43 50.52 -
h3 3 � T.I. 6.0 R=70
DRIVEWAY LOCATION TABLE
LOT
STATION
WIDTH
1
0+ 9.63
24'
2
1 +92.63
24'
3
RAD= N 11 15' 34'E
24'
4
34-79.36
24'
5
1 4+35216
24'
6
5+5023
24
7
54.56.10
1 8`
8
4+61,10
-4'
9
3r81.10
24'
.' 10
3+24.60
24'
1`1
RAD= N 03 37' 3d' E
2 4'
12
1+ 63,81
24'
13
0t83.81
24'
r
v,.
moms
salon
ME
- -- -- _ _ _
40 41 42 43 44 45 D-
o, � RA � . •
if)
F C p(L.,A 1p6 SEE F// ORtYc !A4PROVEMEN7-P4A!,l 4' T P P E`
P. A P ))
m0 p' Q COf;; frlt=� NQ, t 9 N m �� o i 25' Q5, 1 Ih01N11Ct W par
�� ci p Q" Sidewn(k , . $ 0r I/06 �iYtEry� „ r R. In m Q Qi Modi lcation:
P A/ �9 `t P� � � � transcontinental Telephone Cable loceied a roximniel " ap` � o ri p��0 � � COR13 RETURN DATA lSae t�tJ1
z See plan for details of 22 22 C�ivT1�J� PP y SCALE /'_ t
co headwall -pipe, catch basin- d 4 �I 3' 33' III '-' z u _ [ ,ti t]� i p = 90° 25
u, m pipet and local depression w N �, N 5Q North Of M I? (�` (Nori'`» R/W Line). o z Q� ��, � ( ,
4t Call COLLECT, PACIFIC I r-LEPHONE AND TELEGRAPH' CO.,
;� 8 Modihcotion R,= 20,00'
M O p '0 construction --- - Olti iV , U X, ��}G�iQ. o o> i 1 = 3t 37
1 r-J % O t0 [ ` 0 2 0 t _ T a 20.ia.
PAIJ , J /- f m p a V 714-684-0071 (Riverside) before commencing any work or N — a pa,{ o v
/NSTAGL GU(pE MARKE2 c} b dconstructiono o .• ,. QFt y $ �, 5 l2 C:F: q� Itil
PER SfO, No. 3Q¢ ' N on r u. � A .row
new FL--MPA 1145.
_ .
0 - � __ -:-_-_-� gl V x Ni
0 �i r�,._ :. i q� F, 0 construct Per typical scalar µ i
• M C ry. `� N') 'I. I I �. ` (>' - -- .. ___..-. r_ _._. ., __� _ ..-.�..�........-. ._.._.., ,-_.... O - .w-_._. _ .,_..m,.,,._ ...,
O 3' o, d t 1 45 -1-- + _ + -t - 't- - to ti 4 `f jY 5
_ 50
_ — -- — — —
4� 42 43 �i 1} I _ 44 4&- 4'7 48 4g 2
p � I L co�i ;;•r sro_x-c`t: r -�c',R�R 0 N ROUTE
j i
urn
14 �3 - /A t
'T i i/4 Sedjon Ltlte-�`
Future
4-6 ,. _ 12 spaces at d oc )2`-�0o(re bar) ` (� 1 FiiturN
-b-sting rl-C�tA 1145.05 F.- ,1
exis+in FIA --rv1PA 1145.10 ° I f 4 spaces of 3-9" ac = (5-O' i tPe(m r[wcnicnf
9 CIA�truct 2 galvinized r•^ '-i ---top of headwall to mulch a,3/occ+nJ 50.Os. to MP p [
roil - i y — Survey [
steel hand -'>',� sldewo/k a%rritors r
1• �. „ T
—""-'T All rand rant wFz mae 2' Z
r—
i
0 r
- 1
-}-- I O stardaM 5 50
- I o
o ^ J iC 1
O t 1
-1—i —
c lit Z all connections
grandsmash -
it l 011 aDn naahons '
a 3 - ---. t Carr<t t d II qutfct Feather 2' over
3 All hand mils per 'Sfd tl��
__ ,0 10[2l` _ _...._ --,`_„ gx[stin v.rtit ,_...
•.�2 t o i =` galvanized after fo[,,iad _ u ,. a •ram al n. 51apa Yoritts r g P v j
o M. /
58 x36 x 12 gage 5t3'x3fi`x 12 gage _ n m' ii' f.5 to tt9W 1
9 9 g 9 v 4 Grout th iPes'
" P (. I _
o CMPA CMPA ;, nl ` r a yr�r �_Wr,stirt4 ant t
Z I CONS A C. on compacted I
Coristnici M.C. sidewalk subgrade I
8,-Q,r Standard No, 109 t 5�+ �sry rrb:`e Peal
-1 — t_ _ ��' )'�`
-
QConstruct catch basin per l , Construct local depression o m 11 v 0 1 1 �" ` ' ,� If
r S^andard No. 206 i X = �--- - _ ,L __ _ per Standard No. 203 a 4`-10 t=r 1,74�IO ,T _,,I � � T`)'f'iCAL SEL TI.t7N- Ai�ROW RCICJTE+
_ &-0°j If
c r`-- ( t I �c ' I SCALE' / =3
v.4.o3' [ 1 L w PL SIDEWALL ELEVAP/O/V HEADWALL E'LEVAT/O!V-1-5-IJ{ I /'-�� Construct catch. basin
rr_ r „ SCALE' 1'� 3' t + per Staidord IVo. 206(Modified)
a��o1 �9oj'�L�Iiv 4._6 SCALE / -3 2 pipe r- �ft2"E>P,t &&&
0 1 Ix P�' - 1" clear
EL 50 2 fop oars + ;'
onlys:dewa/k `
h m .1 . ��-� t I- C-erGeftefe+ Ptete<i'--BMW=t'�e€fl[#y-hio
sIo //4
Pe per foot t
Constnrt eaten Galin per - Provide 4 Train ilia. I 13 @`x 56`txl2 go .CMPA „ . b
�. A.._
.._ 1. b ac4outs, _ ;..
Via' �e "� P.C^. sidewalk per C, Standard No. dified
Stmdard N0. 109 ` rC49.93
N sra,• � �' Q. `� I I a-v2 DETA// t _ Ffl,2 GENE-k;4L ✓OTES,r 19.Ci4'G'H /f,44RK, lV/C/lIl/TY MAP
�
V F42 SCALE.-
�112 expansion joint t, E 1" 3' _SECT/ON C-C
f1? • --! `I -I clear SCALE.- /„_ 3� SEE F%/Z dRIVE 1N1P 'Jt/E,trlEl Pt,4=T/e'.4CT Iva.. ,1 4
( �existin9 CMPA_ 2 top bars only J. RICHARD NEWTON INC. - y
i o 30" 2-V ; OhTAR10 C LI STREET
91762 == ` t—"�
new CMPA G �-
ROADWAY IJRA/N A/VQ HEADWALL PLAN = 'in 2-0" 46-O'toPAP. it typ �--5 ;+ Pit t71?39t?6-8707 L.K. NDNEIL ftCE. 6642 DATE
j v, r r t W.O, lY0=
— >' HEADWALL NOTES' SCALE, P'r3' F.L, Eleu, 45,4E i [ i I Cut existing C.Ai.P. r FIELD BOOK REF-` COUNTY OF SAN BERNARDINO
e6..,, 1 i and stint to clear - t[rt
I. Headwall shalt be constructed of Class A concrete. `j y - ' A=90 FIR 0 ZJVE ,i514C � r lG R Q /� � � y P A R T M P � 1 T
reinforcement steel shall be #5 bars. "mut.cleoranw. 30 dia. lap i i 3 opening _
-,,:. nil 3/4' . dlus. t •� ^-. •. x.. •-__ — OFStar.EO BY DR..WN OY CHECKED BY _ . ' CWAMONf�A DIS?:RIC7- :ROAD Not
3, All expos.td comers to be rounded ro - m g Continuous bars �, .-, t APPROVED 'BY ' 9, a?50 A P
4, Adjacent slopes shall be I-1I2 to i or flatter, ro 4„ d N 90°bend. J- I 5A x36*CMPA -- J,RN. RAB, �,, �}� ,t/ °"'
q a. B`r q 4 p _ f=Lr'iN �,IYD t}RtlrlLE Q }f *5 bars at I2 at:. ach way.' ` a^ °' R -� L�n� r� n' A C tt7i Litnits
8„ -�--t t , 5`-0 L -t-T C 4+ -- Y y ^- SUBMITTED aY c.e.E ASST. MINTY ENGR:- ROADS GATE ARROW Vrr ROUTE, � T ". �„
t_.-`_—•._-` SECTION a-O IE. / ON b-b I --� RECOMMENDEb_ICD BY tom+ 'SECTION
nor /
u_. -,. _---------^. Se. a4 T%'PICd, ,JEi.rTI�.f/V Y LSH
.r! of
SCALE / - 3 fdAftK iTEVISION APPR DATE ASST WOAD CUMMI551 R -ENGR. OATS COUNTY ENGINEER- DATE <
-
Jo
,
30X
REDUCED PLANS
0 1 2
��.tt,tr.Ir_� r1,.i,,:�``�
3 INCHES ON ORIGINAL PLAN-�-I
r '
FL
d/2'i 4'- " 4'-t2 _. _ 3-1-1t2_ w to (�f, 5 bdrs at /2 ac. each woy 4 high 2 Is"weld tyP. ~'
d Note w t 15,50
�� '
G"2 c ekpansio l joint (typical)
}
f
l
to[�-�
)>
k
aNOt
. P.C.C. sidewalk
+ a
a
i
t c� per StandardN0. 109,
0 1 �bco
13