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--` ELEV. IOCaI 064
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.3GENERAL NOTES
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Ii 0 1. All work shall be done in accordance with thdse places, the City of
Rancho Cucamonga Standards and the Standard Specifications for Public
EXIST. O W S «
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� _� _ __-_ _ � �._ __ ___-{ --_ � � « i � � � - � Hocks Construction - current edition. Contractor h
« i � i , f-; � , _. _ _ � i r ctor s all be familiar
i ! a) �i�' with and shall be responsible for adherence to these Standards and
-� t X y Specifications.
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clines
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i 2. All ture3 of ind telephone i one or r le
pipelines
poles,
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« # water meters, valves, fire hydrants, etc. shown or not shown on these
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--- plans within the right-of-way limits or in adjacent areas where
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N #�. { - - � _ � _ _ _ _ _ _ _ __ improvement work is to be done shall be removed, relocated or protected
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U W ¢ _ - - - in place as required at no cost to the City of Rancho Cucamonga.
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$ contractor performing�+ c ormin
# , 3. work on this project shall
°J O familiarise him-
self
etr-
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Prof
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v `` r1 ! .i.•--�-- tt1 i - t r `9 I t self with the site and shall be solely responsible for any damage to
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{ -_ _ + ; - L_ _ - _ { _ _ --�- existing facilities resulting directly or indirectly from his opera-
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tions, whether or not such facilities are shown on these plans.
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O + } { { ( ce # I • F •a _._ __ _ _-- _--- - _ _- ----- _ - -- -. -- -- _ _ _. _ _ _ { __ _-. _. __ __ 4. A permit shall be obtained from the City of Rancho Cucamonga Enginetring 1
S
i
De ar[ment prior
p/ to an encroachmentu
_ - -_ W P P y or construction within City of
b + + / ; -- llJ Rancho Cucamonga easement or right-of-way.
1 _ __
' S. All grade stakes shall be set b the Contractor or Engineer. Paving
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« i PRap ''ra �{WET CIFt I
4 stakes shall be set at all hinge points, edge of pavement points
150
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_._1. _ 0&6 thin 0.01 foot of sub-grade elevation and at not more than 50 foot
,
Intervals. Additional in i nal avin stakes s ma be required
b Cit Engineer
paving Y
q y
City g
as needed at warped or vertical curve areas.
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1 sewer water, :Ie
b. Al electric, phone X. � L1E a on or other
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1� � A o utilitylaterals
Ij gas, P
� t i 8 ! mains, or crossings shall be constructed
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prior to a
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paving.
! 7.
�, i � ' ! Compactionn 1
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tests of embankment construction, trench b ck
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pacting original ground and all sub-grades shall be performed at Vo
al r-
} J �- - 1. � � � _ - -� _ __ _ _ _ _ _ � - � . � . ! - �.- _� � - � -� - -� _ _� _� .-- __ __ _ -- --- i _� __ - . i --4 - -- -- cost to the Cit of Rancho Cucamonga.« � { � I - , # � -� y A written report with these
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3 compaction tests shall be submitted to the City Engineer for approval
� } � ► - � { � � � , � { � � � 1 � � 1 , i {_ � � � � �
• 1 i prior to the placement of base materials and/or surfacing.
,
,
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let
_ �. At the completion of paving, a mate .
rials or
t shall be
�P submitted
P 8 to
___ � ___ _- _ -- { • __ _ � _ _ _ _ _ _ _ __� _ -- 1 _ _ _ - __ _ _ _ 1 _ +ttt _ - _- - {1+ -_ - - tF# - __ __ {111
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the City Engineer. Listing all tests or determinations completed to
i bili it d Gradation o asphalt
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verify stability o content an rd dti0n f P i
f tdv hg
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J ] 1 { 9. Prior to installation of any paving, a materials report shall be
submitted to the Cit Engineer.y g Listing all tests or determinations
completed to verify: R-Value, a d is and sand equivalent of
• c n 1 s'
' � aggregate base.
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_� _.. -- _ _. � ._ _ _ _ _ _ -- - - _ _ - _ _ _ _- _ _. _ Vie''oil wh
_ _ _ .. _�. _ _ _ _ . _ _ 0. ihi rovementa are 'tial s ich
_ - - - - - ' - --� -, - - - - - - - - �i en imp to be placed on consists of a L
' « { rocky material, the sub-grade shall be prepared by removing all rocks I
which protrude above the sub-grade and all voids or depressions shall I
be filled with a fine grade material of a quality better than the natio*
l i
p material.
,
GALE
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HotetlZ. 1 46 1
� _ �- { _ 1_- _- -. _ �. � _ �-- .. _-� -- . _. _ _ ____ _- _ - __- __ --_ �. _ �_ -- __ -_-�-- _- 11. If the halt concrete is to be placed on sob ode, a soils sterilant #
{ \/EI[T. = 1"� �}' ! I
registered b theE.P.A. andP.C.0 shall i
i�_A�_._ _ _ 1__-�.._�� _ -_��___. _._ ___ _� __ �_ T regi y E .A. for use under A.C. be uniform�y
0 applied at the manufacturers recommended rate for the full pavement
6 8 •9 I I I2 13 I r , width prior to paving.
`J 2. stimate of quantities he Lrn inetr only for the con-
venience of the developer, the contractor shall make his own deter-
• urination of construction quantities before submitting a bid. Any
T item of work required by these plans which is not specifically listed }
in the estimate of quantities shall be considered as included in the
+A ee} other items of work.
3 Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402
shall be constructed at each intersection.
4 < She} � 14. City approval of plans does not relieve the developer from responsibility ;
for the correction of error and omission discovered during construction.
Upon request the required plan revisions shall be promptly submitted to
W SCALE P = 40 SIXTH SoTRE� the City Engineer for approval.
SEE 51-IFFY Z A f
t- 1Si Work site and exterior streets shall be in a neat, clean, hazard free,
orderly state, throughout construction. Site shall be cleaned upon
request of the inspector. t
av 1 • n 4k No 1'KwY 10 16.� Contact all-Utility Comn les as reevire�. 48 hours vrior to excavation-Ut
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LUCAS RANCH ROAD
moo' DESCRIPTION OF REVISION DATE APP.
8. 221 z2' ae CITY ,OF RANCHO CUCAMONGA
VARIAIbLE 1HIGIWEy9 Art.. � .IrnN EX. � • -
PLAN AND PROFILE
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i v�,Rne� 1.►y.-2.4%� 1tErlcs� Ex. :� '.
�'A.G. DIKE ~ �I V SIDE LUCAS RANCH ROAD
RIES
LEVE_ _ ' r, / LINE 1
CONSTRUCTION NOTES 81 ESTIMATED QUANTITIES
SLY OF SIXTH STREET
-- DR. NO. 83- 09
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I a curs UUTTER , COM-E)1. 4'�2"AG• ovEt� [c'/2"P..� _.._ _ _ _ (0) S.F. APPROVE BY DATE
_. . 4NMIN. A.C.QUER ♦..$. "
2 Goti�r. 8 GURP� Clu r rem PER X.C•S 7• owes N4 3015 1'Le)Z L.F. CITY ENGINEER: R.C.E. N0.23��
_Co"s-T. vP.RtP•P�LE THICKNE� A.C. VEKL-AY `,�Ig 5F DESIGN BY: JAY THIENES a ASSOC. R CO MEND
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i 4a----REMcyVE IrX I�..G. 17l K E (6"G.h.) - (DCoO L.F. � gE�P •F�
TYPICAL SECTION A.f a-"CONST HANDICAP CZAMP PE•R R.C. S-ro. p e2. No. 310 l E.^. �---r• 1246 E . BROADWAY C En i
a-- REMOVE Ex. A.G. 23Cc3 S.F. DRAWN BY: LONG BEACH CA 90802 SHEET
L.UGAS tZANGH ROAD -GoN7t UI�iDER I�ARKWs�'� pRA.�N *TR R.G. gTD vwU sen W&4-.V 22 <_� (213)436-5783
-- , E. L.T. I OF 2
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STA Co + gam• 18 TO STA 12 + 82-•Ci? 95ao LUMENS LION? STD. MK CITY S.C.E.STANcAkp-,
T , I • = 7 CHECKED BY: DRAWING NO.
9 GON7T� DRIVE gPpfzo^cH PER RrC. STD. t7WCa. No. '91oro E@ -- -�= J. L.T 6-�-83 822
CONST. CUWVL-INEI=.IR 51DEM�LK PER R.C. 'S D. 4. 364 3 5.F DA R-C.E. N0. r�o(o49
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ltii'LY Raw
C U RV E DATA
VWCA. we 160-6
_ OR+00 47. 51ATH gT• = nl OS 42' '�U" 100. 00' dJ 9(0' 4.�9
y I 1 R•FLA�iHFaC l'�1 N 1'�+4E. IB LuGA'j RA.NGH Ro. _
1 _ �- _ 1�t.mss•34'4to"E. 2 05°42' 30" 100.oo' g.9co' 4.��
I! I¢ 3 15 I(n tl 16 3 19 3 G 3 90°00` 0o" 13.00' 1-1.57 a.00
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4 9d 0' 00" iCo.00' 25.13' I(o•00`
4.3 Y.c. T 5 89''ao'27" 35.oo` 54•co ` 34 70`
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K Q GONG. GNANNEL PER C�R1.Otwtw PLI.N 1L1
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Z O rW 11 OC t -1 �p IL ()
1- m + ZZ dpni F-0 rIL w
o n x 8 4.U c'NC 0 + °C + O o e' 22' 22'
a O W� �� r. +� �� O
W UL SIXTH STR E T - a z �' 30'
LUGAS RANCH Rb. 'w
>3 SEE SHEET i DESCRIPTION OF REVISION wrE APM
4-4-' I CITY OF RANCHO CUCAMONGA
I
a PLAN AND PROFILE
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"o MkR�' °°�' w S' LY SIDE S I XT�I STREET
W`LY OF LUCAS RANCH RD. "
51/ 11111,11,11
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C O NST FZU CT t O1V N OTES
D.R. N0. 83-09
a-Go1.�T 4%ZnA COVER Co 1/" A.e,
APPROVED BY DATE
aG.ovER A.e. --co 'T, eP cume, 4c*rr-mp. Fr-m R.c.. s-rv. Owem CITY ENGINEER: R.C.E. NO. 23889 ,
-Gvnw�T. VA1t1A15Le THICKWEc-#5 A-G. ON/EFLLA y DESIGN BY�
-Ramove Ex1sT, B" A•C. PIKE J4 THIENES aASSOC. RE6COMMENDED.
TYPICAL_ 5 E C T I ON a-CotNST. HA v4atcr,P RAMP PER K.C. s-ry �4. 14950. 1510 BLT 1246 E. BROADWAY g n!q
N.� 5 - -RE1.�o.�e ex1�-r• A.c. DRAWN BY: LONG BEACH CA . 90802 SHEET
SlxTH 43T'tZEET 7a- -0wdnT, L)NIP exp, 'Pwjs lv.,► ftR R•G• STD, bw4 me. 05cn Wl-- 4.5� 15LT (213) 436-5783
T. I • 8 8 GONST. a550O LUMENS LlrraHT STD. PEr CITY SCE.STANPARPS OF
�- CHECKED BY '41 a DRAWING N0.
ZONS7. OTUVE APFFLOACH P'E1z Iz.C_STD. r7wza- No. 50<0 J L-T D TE 5 20" 3R.C. E- N0. 'Z&&45 v22
a GO1V�1T. GUIZVL1NEAR 510sw^t- rem R.C. S-T D.Pw . 304