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1 110-7 LF 811 Curb & 18 Out ter Ohlaeleal G at N.W Ilecolwall,o,/N.&
SF (23 Lons) A�C pavement el ;kc. on,-17e/- Yalle.il,,ql& amy m' OoLw/�' -/,b 9"ye
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9. L RdMOVe eX 15 0'0441e Yea(o. 174.3 L.5. 8"Curl,& 2 4 6 u He�-
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IMICAL rl&f -:::7 6 1.6*47,50" 70,M'1193�00'197./21
YA I Z f V/5 TA 6 f"M'41 soa.0a 163.13' 10�L6�6'
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REDUCED PLANS
0 1 2- 5
CUCAMONGA
CITY OF RA'
k5 INCHE� ON ORIGINAL PLAN
N
11VI, 60UNTRY 01,ub PRIVt
VALLt AM to 6MMAL NOff 9: VAUt VI SIP(
IZK7 ORA. COUN OZY CLUlb PRIVt to 105.7Nt
ON567RUCROA1 01:5 g4�6,5� Pt-lv&
2, All pipe lines f any k--'nd shown or not shown on this Appeovto Dy —11� VAf f Z
construct 8" Curb & Guttcr per City Standard No.302 plan withib the li%iits or this development or in adjacent areas where Oily ace MW
Con improvements work is to be done shall be rem N-HOKK 4 A950G. WOMM19W
at no expense to Cucamonga. It will b- OWN140
resp o cened. 9951 Arrow �t- 4ulfe "It'
Contractor agTees that he shall assume sole and complete responsibility foe job 0—Construct Type "A" --atch bagin. per GHIJ std. SOB. W=3, fticho Gucarnonga. Calif. 91130
site conditions duringthe course of construLtiOn of this Project,including safety of all Guffer P&- 04 by. 303.
0 ithin the Easements or Right of Way,
persons and property;that this requirement shall apply continuously and not be Ii e
-Ing�all -shvai 11ame, st5m per 01/;,5)V No *P1.
ited to normal wor`!eing hours;and Ehat the Contractor!ffiall defend,indemnify and e be set by the- Fngineer to enable the Contractor W40900 PRAWIN4 NO,
hold the Owner and the Engineer harmless from any-w-I all liability,zeal or alleged, r ork to the plan qradeo- 01rY FU No. ea-offla ?el
in cw.nection ith the performance of work on this Project.excepting for liability
arising from the sole negligence of the Owner or the tngin�er.
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REDUCED P _ANS
0 1 2 3
3 INCHES ON ORIGINAL_ PLAN
04)x
far zo
-96K 20 x
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_ BM No. 22 NERAl, iQOiBS
Chiz square on curb at curb ret., Archibald - The fo:lowing City of Rancho Cucamonga standard
WI at oWC Church and Archibald. drawings shall appi'i to this project and be a part
w >� of th.s plan: Sid. #201, Std. 11401,
i ml Ol c�.EPNor{h n p 41 2.
for kite and
shall c ntact familiarize himself with the
job lice don shall contact all utility companies 4
- - +. gj n1 U I of any work. of underground lines before the st.�>^+
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w l 9I h _ xu I
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;� 11k�+, `��kb yo �Ex. EP South. W (,e• -`'
1y, 711,
t A A0.S ESTII,ATE OF QUANTITIES
(�°
_ 1. 42,�5 S.F. (630 Tons) 0.20' AC Base Course
(li 2--- 2. 39,zz2 S.F. (294 Tons) 0.10' AC Surface Course
h
3. 9,730 S.F. (73 Tons) liar. fhic!mess AC Overlay
sT.9. W 2 3 ¢ ✓` G BTA. 4, B,373 S.Y,
AC Pavement Removal
PROF/LE SCAL E
40� fLoR/ 5,. 1 Each Adjust S.D. Manhole to Grade
E,1:FL>Nor/h C•&G N o � d4 6. 63 h.F. $" AC Berm
\ \ v�i� 7. 7 Each Type "L" Marker
'ZG✓r N �k�* l�Iivl _- __ EX.:E.P,`/o�fh h 8. 260 S.F. (4 Zc,ns) Reconst, Ex. AC llrivewav
tv�'4 h - A -9-- '
(ba� p° � _ � 9. /56 L.F. TR<1FPlC STRIP
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CONST'RL'CTION?aOTES `��oI ;
1
�� .-_--= 8erm� I 1, Remove E.isting Pavement t
A.C. F M O Nap N I;
31Ei \ t 2 Construct Asphalt
Asph Qt ConereD-4CJO AR t:AC Ba^e Course - Q
Nvl t 1 1 g Ty P '
Q i if Q l Ql 2nd :.cage = 0.10' Type ''C-4J00 AR - AC Surface Course +
4 3 Type IC-4000pha (Various . Pavementbickness) Over minimum.
Construct Asphalt Conc^ete Pavement Overlay:
�.
v / o._ i
v �o � �l o
ti al }I �l 4. Adjust dater Valve to Crade. o z
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14
Adjust Storm Drain 14:ii holr: to Grade. 3 4 i
1 3 e fi• Reconstruct Existing AC L iveway to match Grade: V f IRCH s N c r�EEr
Ci W 0.20' 'Type IB-4000 AR - AC a5 determined by Ingineer.
<_ _-
W Saw Cut.
p y
B. Install 8" AC Beam per Count Standard No. 117.
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` ? v1'1l 9. co si- A.C. Overlay - o.to' TYPe 3C-4oao AF2,.
,. e 1.... FX.c�U � .� REpUCF�.� PLANS
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7 /�s ✓ I<s ✓ x r _/ /� r r / t I i� �7f y I O PLAN' AND PROF/GE
._, 7 CHURCH STREET
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to
Resu c
CHURCHsr
'Q From Archi bo/d Ave. to Kaha° As
H^ cl.uE srn. r - I c'
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Y Ci 3t' I3' It' /8� 32'�_ V APPROE�cO BY s DATE Xz'2-9C
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C/TI�EA/t9/VEER - lG1' R.C.E. NO:03899
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O� I Join @ O o ✓n"@ bin @ Uv: /(N L. 9587 4,;R0%V RT.5UlrE N
F G z RAAICHO C0CAMONGA,CA.9I7.3O
o ¢ \ 0.2!•' cEyeG meL],LO. I \%Lev [wE tEve�_Live / ORAWAI )_ SNEFT
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VICINITY TYP/CAL SECjION -3TA. e403 fo 71. .:. TYPICa/_ ,5=10AI STA BfZB io 13,00 MolrAL SECT/ON uTA /3 7/�0 19 0 2ArE�� A!/A ,,80-0/5
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EX5urieac•eOf hm mC Q�3��3°!!r` mq h°m? t`V° 4. 1,102 L.F. 8« A.C. DiF,e
rN a0 •j A"4$
t -- ��L �t �flo ,A."�D°�- �r - - �J�f� 5, 1 Each Catch Basin E Local Dep.
- h� h�'�ai� J 6. 11 Each Adlu t S.M.H. tc laxade
l0� t7rW
oy l �' f'ro/t7sed P/-nFi/e
� - I 7, 325 A.s• Roadway Fxca!ati�?n
r��b Ey 6 l E'X. E P• 5uuth 1 N, @. 3 EA. T e L"
N I, /j �7% V /Or9/ PC. 83,7E R.T 9 N m Feo,fher Tc loin t Y P Parker
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Q /Pernore Exoshnqq RPovelnenl W t
(� O/M'/nSfO//0,3b'A.C.PoYrng NOTE.' T!c Roi{brce n�` S'ee/ To 6xis><in9 R:G�P I o
M1 li 0' All A nP'oreme� �4 Svrs
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fit!1 I t ti .'� Oaem /n C.B to A$ 8��.
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a , } C �! W N l Q Locy/ De ressron Thickness \\�1 4 b y d V �.� •S�,�r
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t �tm I !ru II �t 'gym , C)I» N N CA L`_451AI LAM& r � r� ) c � M REDUCED
t ��
�w L d �` °i � �Im T. �_f �� —_ \e l Ex;fA.C..Difre REDUCED PLANS
s/ng R. + J 1 y. O ^I Exls i „RL P, PER S.t3 CO.Go Sit C/3 e Z
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OR
En / �9 CP I I o 0 R 7 I _I �1C.11ike �`Exrs>iny 4� RCP. 0 '+> �a r�9 _ �'� �. �r r
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El T 7" .<_" _i n
—>- / CITY OF RANCHO CUCAM,�IICA `'_
lGH D l �s�< �° AMENli'E /
f h' LAN < R e s fb m nF _
3 INCHES ON ORIGINAL '-
zo i, r 9 za zt zs. _ z. . ._,_ ._/ / r ro �;�_ .�.: PL,4N ti,Ml�f^4'OF/�.E
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NOTFR: extST. GOOF DeTF-c}oRs foti / E
o, n VZAC-FIC SIGNAL- To 6s nF"-.ACErn / �, Widening & Resur, oo n9 Project
o ti From hlerm®sn A ve. A2 f/a ven A Ve.
a a,o ,r W
�t a Varies .,_, t//!es �a �i � � � Q u. S,
7'fc8' I/'toll' 3 f2, 9, 9, a, �, W
m h .4PPROV"ED t7Y �ti/"tf.�% ' •�.�' DATE �'l^Z-�a
C °•u C!TY ErVG/1JE'ERt / RC.E.NO.23889
a/O A.C.fbvemer/f Ii !o -
Y� p' /3'llope h DE,SIGN
Oyer/oy TyPe IC- `�?� V!eetLlve� -- ---� N R� Llillt�/GLE507 A :RLi)W R7,,6&lr.-o50r Rc"^.OMM.CjJL�EGS
` -Ex�sf, RDo b"AC. like'Per 0.60' kaNCNOA:UCAMO/U�A.CA.9/
S B.tv.Sl ✓/) I I Gt5 ORAWN PHONE' ;'`� 9Bt7-%z// SHEET
TYP/CAL 1`:3CAD SECrIOA! aVesr c�2o Type IC-,CGYJ AL'suefoce Caursc
910,O.t42 to S>o l f7o Type IB 4MO X e /,c B¢se Cou�ss. -
NoSm!e ryolc IL Ao.AD 6ECrri0A1 C/lEGKED "T DRAWAV3 /UD.
Slv /3+7' /o S/a.2611140 .�1/1v ff N.t o w11LLE-R.C'ENoza3oo
a/ao F/LE Mt bd•d/5.ve sea/e. .. DATE ��
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