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P L A N Cvogrl 6j1,,v1 11n&a,,r &d6,W,7/,J 3,94 4r C U R 9 0 N 21 T E , SEE 9" CURB ON 81 T E , SEE
I I AL T E RNATE SECTION 9-6 a Pit It. AL T E RNATE KCTIOW 8-2.
= 4d awg�., A91r,0&Vf Ae/&?w P&r _*V J/0 ES T1 MA TE OF . OUANTITIES
I TEM DEWRI)PrION 11211"T17Y UNIT REMARKS
1 1500
COLD i T. W
2 533 L.F. PER STD. 116
RA01 S 3 ?400 S.F.
LU
'WVARI'ES FRbM r TO V PER L PER PLAN :z X I )
P'Law LT!wn T 1400 S.F. A IL( INCL CURBil URNZ
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1 5 $300 S.F. TWENTIETH STPEET
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K No. _-0C8M__"*e_11_2_ ELEV. 1073- 229 0VOAMH SM6W
11i oe 1100 S.F.
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LOCATION: SEE 5 HEET 2 OUTTER <3 LIJ 7 CO 166 L.F.
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SECTIO O� (3
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a- W 1500 S. F.
RR Solre Wop 09 '50 99-,50E 6) ,v AV Coe. E X PA CL LUMP SUM L.S. ALS
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1/4"PER 0 111 SITE 10 C ON ST. CURB ONLY
01, LIP 6" C.F. CuRe 13 C) 55 URN
A_ Zi CONST. PCC X-GTR& SPANDREL 580
S.F.
Adjafli L-xO. Vvv&f on IfIrt L.0
00, ltwi AJ % PAVI N 0 12 CONST. VARIABLE A.C.OVERLAY _,1Q00 S.F.
3u,, 1 P.C.C. INDUSTRIAL ALTERNATE SECTION B-8 13 CONSI. Qa31AGGREGk1E 33
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rTal' HAVEN A /V 0 Ito W 28
_Solv�/ VECIAt NO lit FROM *MATE ENGINFT TOCOTMACI
Contractor agrem-s that he shall assume sole and complete mponsibility for 14 *e
oanditions during the course of construction of this Project, including safety of all persons
_,—iFA 5 7- Rl W and property; that this requirement shall apply continuously and not be limited to normal
working hours; and that the Contractor shall defend, indemnify and hold the Owner and
the Engineer hormless from any and all liability, real or alleged, in connection with the
pwolnr AxrAv,ff.sre 4z, IN 4v0NGA STANDARDS AND SPECIFICATI W_ CONTRACTOR SMALL BE performance of work on this Project, excepting for liability arising from the sole negli-
7-1 1 ON S.
M �RD SF:' gence of the Owner or the Engineer.
VAr 4' 1 *Iviu 2. ALL PIPELINES OR SU IND AND TELEPHONE
S To BE-.DONE SHALL BE REMOVED OR RELOCLTED
CON'_3MTION W]T�S ZL .4of& .91devPvi711f
C,61V7E)e A VEA11-1E AS REQUIRED AT NO C
E REGATt' I I
V
BAS I OM NANT ORDINANCES.
CITY OF RANCHO CUCAMONGA
z A.C.
F6R7WR -4 TI C, (_UR? AND GVTTi.� P:� STO. 115. 1 C4 t-4 PERFORMN WI
VARIES k Z G A.C. PAVEMENT. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERAT N
N !IU PLAN AND PROFILE
5'MAY.
VEWAY AP"OACH PER DETAIL THIS SHEET. 14 OF
ti t — M ENCROACHMENT OR CO
157?tq, P)QOJECT S17E k dr- A PERMIT WILL N
11 N 10CL. SUMRA A S AS WEQID� STREET IMPROVEMENTS
6. CONSTRUCT A.C. OVEhAY FFATHER. DE ST RE WEST SIDE OF HAVEN AVENUE
�PEX AC,0AVSN6V;r HE R ES
7. CONSTRTCT 21 L.T. A.C. DIKE PER STD. 117. ED ' I MA 1395:tNORTH OF SIXTH STREET
E.Y1.57' IMUIV O WK , � "Hi
2 rR114f A0 57RAIGI-17' 9. CONST. VARIABLE THICKNESS A.C. OVERLAY L A TO 193 5:t NORTH OF SIXTH STREET
11ER71CAL ED- GE
RA VZ-Al A VENOE
'4 —R.E. No. 23889
1 ------- T PAV ING. C" E NMW-F DATE : .4
K N I !
HO CUCAMONGA. DSfG14 RECOMMENDED
ASSOCIATED ENGINFERS
TYPICAL SECTION. VICINITY MAP T R B LISTING ALL TESTS M 316 EAST N E to STREET
SCALES: HOR. 1" 00' BASE. (8) STABILITY. OIL CONTENT AND SIEVE ANALYSIS OF ASPIALT SURFACING. ORA" ONTARIO, CALIFORNIA Wr Fit
M YUkon 6-5818 1
vr_PT I"z 2z CITY APPROVAL Of PLANS DOES NOT RELI,--V, THE M"FLOPER FROM RESPORS131LITY FCR THE CORRECTION Of ERROR AN. OMISSIntj Illr�_'%VFRED DUPING CfXSTRUC-
U15 &�A ILI S
13
P AN P ER PLAN
E X PA N 15 1101
\Ifor",
S L
R-VISIONS- SH01 ';E PROM,-TLV SLSMITTE� TO T4F CITY IINGIP- �R FOR APPRC� .' CHLUXED Foe
CONTRACTOR SHALL *OTIFY CUtAMOIRGA COUNTY WATER DISTRICT 211 11`101.13� IN ADVANCE OT M CO?i�TWTIOJIII. R.C.E, too,21104-ro,
L DATE Do mLAE wi .7.9-7-1-14
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