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-Exist Ed/e OfPovAf .�' ss.is' S2' QS.49' 17.0 75' m
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f.B.67 60 ✓.C• d �`n � �F
ag � - - w��.• � � pr. - 73.s2 � � � �H
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,'EXi571 Ed eOfi�O!/C/ly�'rlf V T H 0.92% a ~ Ofgs ���Jr ob Ol
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�? H TOP OF SOUTH CURB PROF/LE- ` 0'� P'r.=s71v GAJ
b .wth •:
Exist 6rnuno�Af 30'Sarrf�rf -_ � "�► N ^ o N 0 ♦ / :
BENCH MARK NO. r4-25G t_•q,GO!f D HG�p�
Fd. Chiz. ''D" Al End Garb TA^' °` ¢
Ret. N.w. Cor. .1i//sia'e r W u sae •.--t5•oo n � � 40 R� '
god E` Corne/ion Sf. m�; ►. �� - �qso SOvrH 1955 r <)
✓.c. 6 lug E4ST
.2-1 . z
Gard
SG.27
,Pet +H
fi F Gur
L= 42.35' yy"bG ti 4 = 42.41
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CURVE DATA
Vz
b' V r, t
`1 \ /ov,!�Oso
3r,_.
n v' \ t
m t^o f C Z � �+ "� O R 27. 00 O R 62.00 . ,' R
hj i� q) � Rr 4
y1 O • n O • ,• t{1
+. V D _ - 3 33 23 P.�
90 00 00 O 2 r
n D • �
� Q b vi t=�o.oe• �i • , t r •% � .t �, T - 27 00 T - 12. 93L = 42. 41• L - 25. 49' Z
7/,�"
v
3 _ U1
_
0 0
� aP ee/o�tes * at•� 4 t O R 58,00 � R 27.0 0 u1 m E�f'7l.>n v = 890 52' 12„
- _ 4 r _ -�-- T = .06.-W ' T = 26. 94' ✓G'UN✓�'TONE �9//E
EX;st. Ae. Gov�rnenf -V _ 7 �. G L - 6s./s' L = 42. 35• ►� .v.,W 27.23"!x/
011.
: ° a o E R = 60. 00• F R = 40.00• OrIt�' a F �V
v o
o -
ti , 2.83- o
O 1
G W. 249.30' R. p 380 44• 22" O = 257 28• 44" V 1 4�y L 53'G
SG��E V ti► A 0 �4 6+3�t.3B B.CR. '' �h ~ T = 21. 09' L = 179. 75• t�q t -3583,
ooY 54.77 7:c. 6i 1, = 40. 57' u
V, 1. m �'.1•Y: y Z:.'L. m V ��.;� 4�:f )
H1 . 4 -
7a
a d = �
99 \
D
44. 9
1 L= 7D. 5B _
0
r n
r % ,
T N g EST M TE of Qv.vT 7
` "FNI ERAL NOTES
n the Standards
with plan and eSt
k accordance it h
+ All work shah be done in ace r a e
1. p
RanchoCucamonga.
't o n _
i nd Specifications o th i f R
I � a f e City aI
I ,
2. All pipe lines or substructures of any kind shown or not shown on this
plan within the limits or this development or in adjacent areas where
12 3 improvement work is to be done shall be removed or relocated as required \ 7'
Q S at no expense to the City of Rancho Cucamonga. It will be the owner' s
responsibility to notify all agencies concerned.
t:t Fr LEVEL _ c.,uff 3� A permit will be required from the City of Rancho Cucamonga prior to �i M �¢ Fr cEvez _ c.� _ _� X+' e 2:/MAS
0.33•......,. , • ----/
fr. 2-/ any encroachment or construction within the Easements or Right of Way• _/.so%
4. An encroachment permit shall be obtained from State Department of 5 C1ry
4 -Gor�sf. 0.35 /1G Pov�menf Transportation prior to any encroachment or construction within the
Oa Over COlroocfed Ifle"'ie $oi/ `�- Easements or Right of Way. ` CdnsJf O.3G' AC' Pont•�asnf
4 Over !.,o»gc�c fed' Nofve Soi/
_ ,wecsiu� ,coon e! Tle CCT T�l��ovE�C�t/T PL I�IV.S
T YP/CAL 5ECrlON 5. Adequate stakes shall be set by the Engineer to enable the Contractor TYP/Cf�L SECT/ON
--- - to construct the work to the plan grades.
�J/q �� Q��t�d
A1VP
CONSTRUCTION NOTES SMA49MWE o411C.
1. Construct A.C. Pavement per Typical Section.
Y/C//V/TY MAP
O
PA�t'EL SAP 5269
N. .
r
Construct 8'• A.C. Dike per San Bernardino County Standard No. 117. j
C�/ En ineer • R.c.E
Z3AP
Construct •'X^ Gutter & Spandrel per San Bernardino County Standard
O
0 119
_. . N Desi' n-o' �ofe'
4 �1
S n ar t^ s
Contractor agrees that
v o_a�rson n s
IIS ti � he shall assume sole and complete trspaftsiibiT_'ty for job ,
j E'en L�i7rii//e G�'v�/Engineers - Cond.Svrveyorc. 8 �7 79
� 4. Construct 8" Curb & Gutter per San Bernardino County Standard No. 115. ,
site conditions during the course of construction of this Project, including safety of all
persons and property; that this requirement shall apply continuously and not be lice- :-t �• per San Bernardino Count 116 U /opo,' Co/fnrr��o
,_• 5 Con., ruct 6 Curb & Gutter y Standard No. Oick �///ops
ited to normal %vorking hours, and that the Contractor shall defend, indemnify and w O
hold the Owner and the Engineer harmless from any and all liability, real or alleged, 6. Remove existing A.C. Pavement,
in connection %vith the performance of Nvork on this Project, excepting for liability �� 6�y9
ari;inP from the sole rte ligence of the Owner or the Er. eer. a+-oss Ke�nefh N.Cine ,eo.E 20�0o vote 2-7
/oo' !!G.
G P.I•_�q.,¢0• i
N �
TM
194+0 NORTHW614r
M
Ui N '� Vt �
�u o -EX/sr- GRDVIV,0 AT 33 4WdeTH
,041MRE TOP O4
riURB PROF/LE
o�
0 0 0 /930 NOrenvG
/ 940 N RTH TOP of NVRTf/ _ -.- o /4s0
3s'a c. 1• as ��� /950
,or
4 3o crrrl5 ,o�toFi�E _
tit p
3a Dc L-X/5T. SU�FACF AT
a _ ; GG/VTEltG/NE PRoF�GE: a �x;yf
1 Q2oo ¢
S NORT q�� E /920 /vo�er-H H30 y ST a
� G A
/130 X46671930 if
yA• ��8� VN ��9 v\K
01
1.
?R � +Hyl'' sk r �_ , :.•'
1920
MnONSTniVG- f��/EN!/� /930 ¢�
j '� e�}' BENGH ti1A.er! NO. �9'- 25G
rV. 40 G&1_10
Aid. CornB/ion •Sfie�f
/9+W 2/
Hr1 L L $1DE � V4:NUE yr-,�r. /• =4� a o
ti o� xi % "
v
PZ * 28.22
,�t00 4t00 5 f00 6 06" 7 f4lo D t00 /t00 2 00 3�A7 4 tDID
tv a y I/W rZ RWAV40
CURVE DATA22, i/. /2, B,� /g, �2,
4 rj v a ry I -
V R = 27. 00• �lI `� ►�. B
Q o ON S L =
z,. +� I� ° , 0 900 12' 26"
\ s W� P249.16' W n R 27. 00• mss. �y
¢ V1 J
hF L - 42 35• - 07:3-72' y G
(; A
89a 52 12"
i ,4 to+Per N m ToOro.� T = 26.94• 0 V
/L10nNS7'0NE ,¢!/E 4 cmwnG� `+7q.-28�__--
o R = 58.00 1 25.`� _ �s'r r - .AW 141
S-
? L = 58. 991 8. 9 9'
= 580 16• 3411
9 7
T 32. 33• �
----- ,--- ----ti--�---`- oNUE e - -
4
Tiocl 47coO _ 6 2. 0 0• Z � 'b ��G�r�s To . /��r�� E",+�� 6rrodE•R N i9.c, _.Min Ale/o
25. 49'
' o
ln•4,0V O = 230 33• 23'• y a o
T = 12.931 vV •r :' - ' ;- °o
O ,e = 27.Go' v
4 = 90'W'40' '
r
t
C0N5'PRUC'CI0N NO'PFS
O Construct A.C. Pavement per Typical Section.
ESTIMATE OF QUANTITIES I
G6 301. /27.3 L.F.
Var. Curb 20 Construct &' A.C. Dike per San Bernardino County Standard No. 117.
811 Curb 30 Construct "X" Gutter & Spandrel per San Bernardino Bounty Standard
20 2L.F .L
I2' /A ' i0' g' � 3. 456 i 4. 1575 L.F. 8,, Curb & Gutter No. 119.
21 �! 5. 813 S.F.
ff 8_GAtCerDikep �e1 per San Bernardino County Standard No. 115.
14 ' f 6. 353 L.F . .. 4. Construct 8 Curb & Gutter
7. a68-54 S.F.
A.C. Pavement
(967 Tons) 5. Overlay A.C. Pavement to center line.
2:1 04W - - Fr ' S O o.00• �z:' Q2 a� ooe' 8• (267 S.F. Var. A.C. Overlay ,
eek" lw ,, 1 T ons)
``o.2s/ re fi.se% ;�• Fr Y, t 2:/ Maw '4"Fr �vEt Lit/E '` �1 , fr. 9. 3094 S.F .J' Remove existin A C Pavetn(-,n L.
ez9;) ro i. / _ . A.C.C Removal >� ...� i. .t :i :, 1
�7�� p 9'0 m00% a 10 Lump Sum Earthwork
G C 6 s >G Moewab t �o I S -8
¢ Yo
A CU � 1V
•, ,- . - _ ��'� -GonSf 0.35'A.0 !/ur•C _ G��a✓ �'lOr-.EGrs C Q� /� / v(� �7 Q�v G�
..,-F�isf A.G. Poaemenf-•' I �--- �" 1 / '3 -_ �T Y C
Consf 0.35' 4.C. Povemeof a Povemenf Over
aer• Lwn ocher Nofive Soil**
Ga�,pvcfed rt/orive - • Fufvre .9C.00veTnt�f � /2. LSA Sam Tien RB�va/
P
7'YP/4*17L $ECT/ON TYP/CAL $CCT/ON N.r.s.
STiPE�r I/yPrPO�/Eti11�NT PL,SNS
///G Z.6/0& i9//EiVUE a r. �I�n�Y.STDNC- -elf 112F -_
-- � sem. 44,04 To sta. &too art�s/o�= �9Y�NU�'
,4N0
000Vnc>n/s'ZOM� ,441eA U�
P.oRc�G �-J.4P s26 9
6"111f 67yir7eer
Contractor agrees that he shall' assume sole and complete response:-;a:,-f fa.- j. 's Assiyrreo' ay : r.�o e
�, ,deo L�irr�i//e G�vi/Eoy�i�evrs - 6ond SawByors
site conditions during the course of construction,c ItHs Projvtc:% .-ic.;.-1;_i"s a:etyz I
�i ' 99 c Sf, Sfe ,raj Shee
persons and property; that this requirement shah apply eorciruoasly an'. not::e'ti,::- : -�•• =,
lot
ited to normal working hours; and that the Contractor shal'. -2efend, 7,11d oleX- A,///oma �/,o%d, Cc✓����o
2-
hold the Owner and the Engineer harmless from any and all lie.b,;ity, :gal or al;: '-
in connection with the performance of wore on t1his Project, excepting for --�-�. -Ing
arising from the sole negligence of the Owner or the Engineer. ----
----