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. • PLACE A$ l IREO AT ]NO COSI T(i TkfE CITY iOF NCHO C. U:CAMfAGA .
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I I }j : . arising from the sok 0egtig nce of design professional. �IiTH THE SITE D SHALL $E SOLElY tESPONSIB1 E F R ANY DAt1RGE.TO 1XI$TIkG :
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: Ithatt employlee at!e roV�Id d sl3fe pt ce to wlDrk and he EP0I�RTMENT: P OR: TO ANY ENCROACIiMEMT OR $ON RLX' TIDN WITHIN CITY OF
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: : - i-�" u1 tions o t e p aartment f tabor and with he 5. = ALL. GRAQE ST ' ES SHALL 6E SET BY �E ONiRA OR! DR ENIGIN ER' P ViI1G. ; e 'ig . . Reg a hS, 4 T c A
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_< _ t to • of Cali orRia 0! .*tmen� f :#ndustrial Reiat, nv TAKES =SiFAtt SBFT J,T ALI 441WE PGI#TS : E96E F M. VfMFNT PINTS ieTHItf t
L Construttion $aftty";Or er . The Cvil Engineer shtall hot be : p.01 FOOT QF B-DRADE E,LEVRTIQN ANp T NOT t4OR TIlfAAN °50 FOOT INTERVALS.
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. «•- '�`' I � � - IresporlObte In ny w4y or iti4 contractor ar subcontract rr 14DD1TIDf1AC;PA ING STRxEg Rf1tY BE 4QUTREO Bit CI ENGINEER A'S NEEDED AT
' � k t i p d t nd orders. ARPED ,OR ' ER ICAL CURVE AREAS,
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i _ e e e y . ;- { Isearc#r of "ai-ta►bt records a the best �f wir knowte e, �JBptIT E>T TA #E LIYX WtNEER: II;ST11tG #L4 T{$TS %OR 'DfIERtg1IATI$ S r
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s t b a there are no exist ng of itis or structures except t as shown orn tOMPLETED 'TO fRIFY, SI£V� ANALYISIS AND SAND EQUIVALEXT Oif A);GRECAYE
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u 3 lner,assumes no tirat,ifity as to he WASE
4 these plans. he eng
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locations r not s oWn. T he contractor shall, be 8. i 19,0 i1�EM NTi ARf tb P:AC b � *tIY, OI# it1 ICFl C SI S°OF ��1
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o esponsib#e for �otifyirrg unlit g p C>IY NATEIatA , SttS-GRAD€ SKAEE '8E PR£?PA a $Y E�VITAE +L *04S
€ I To%" GAF -4r .GZ1A�' � prior to work on excavatio to de ermine exact location o alt HIGH P'RCITRUD ARtWE 'THE; SUB-GdADE AND A(L VOID OR [DEPRESSIONS �SHAI L $E i i
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i . . - nes offetting this work, • ether or not shown hereon, rid . f tttEO V1 TV A FIRE QRATE' MATERIAL OF A WALIT BITTER 1�HAV THE NATIVE ;
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. 1. 1 ' �� .l #Irrder roan Service Alert U;S.tI, Phone 1�$( 0-422-4 33 RE6ISTCRED s THE >(.PIA. � FDR E UNDER .A. NII` P.t.0 SHALL QE
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I i I DETERMINATION F `CONST0CTION ')QUANTITIES' BEFOR SUBMITTING AI BID. i ANY ..
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ITER OE WORK QUIRED BY. THESE°PLANS $MICH IS . T SPECiFICALEY.. 1STED IN x i_ .
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€ DURING CONS R TION. : UPON REQUEST TRE REQUIRE PLAN REVISI(INS SHALL BE
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N ROE>ZLI -STATE ROUGHOUT:Co1�STRUCT ON, I$I sIiALL BE CLEANED 'ul' N
�f" ! REQUEST OF THI INSPECTOR. I ?
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10 it 12 13 14 13. CONTACT ALL UTILITY COMPANIES AS REQUIRED, (2) WORKING DAYS PRIOR TO
EXCAVATION.
�7VRP5 14. ALL P.C.C. PAVEMENT SHALL HAVE TRANSVERSE AND LONGITUDINAL CONTRACTION
. IRaw JOINTS SAW-CUT A MINIMUM OF ONE INCH IN DEPTH IN PANELS OF TWELVE FEET
i MAXIMUM.
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VARIES VARIES VARIES CONSTRUCTION NOTES OVANT iES
CURVE DATA 2a' To 32.5' 18.47' ro 2/�2' B X6.09 ro• 291
O CONSTRUCT 24 F00T WIDE DRIVE APPROACH PER
EX. PV I STD. DWG. N0. 306 (TEMPORARY 1 EA
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R 8.00' 0•s 2 CONSTRUCT 8 CURB PER STD. DWG. N0. 301 39 LF
9 SF
p L 13.45' I VARIES 2 3 4 CONSTRUCT 2".PAVEMENTAONM4NcowCR9T'iEACBASETIVE 396 SF
T 8.93' _ — 120 To 3.00% -+ � P�
2O 0 83' 42' 26" _r— - - -
1k R 8.00 •
� L 11.79' A 4 .
T 7.17' •
I'MIN
W - - - - - - - - - _ - - _ - _ _ _ _ TYPICAL STREET SECTION
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Z _ _ -E11WANDA AVENUE -_ REMOVAL NOTES
STA. 13 + 9 4.61 TO STA. 14 + 33.01 QUANTITIES
W - - - - - - - - - _ A REMOVE EXISTING CURB ANO GUTTER 79 LF
Qa N N B SAW CUT AND REMOVE EXISTING A.C. PAVEMENT 40 LF
EX/.Sr/NCS ETIWANDA AVENUE o
N A*' 2 H C REMOVE EXISTING P.C.C. PAVEMENT 265 SF
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B A 4 E 15,0,' ,-Uj .
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EX/5T//VG Gv�'B f' EUT7E� PP#ZO1o7985E" DETA/L �� , �_-.i Z .
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QO \1 { `K W, � 1UTUR6 OF O�O1t:2A7/ON 7'0 Tr�/6 > `rI pU) 00 . 1. '
p� " �` J ,e/w �r>- FOR �i�,v�,4Y
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ET/WANDA At/ENv - Z
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WAGL. O4 4i CITY
A.� � o° < DESCRIPTION OF REVISION DATE APPROVED
F%, o � BASELINE
5. � 4 N 4 CITY OF RANCHO CUCAMONGA
_ LT I W A N DA AVENUE
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SCALE: I" = 40' a - r A SITE cn
% MILLER AVE. TEMPORARY FRONTAGE IMPROVEMENTS
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,y , 1� 3 �� r1�./4 Ill �h Z W FOR CUP 88 - 37
chi o''� 3 < �- BETWEEN MILLER AVE. & BASELINE RD
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BENCHMARK ExrS ,f G ,mss?� FvrveE a/w ARROW w ROUTE APPROVED t3Y: DATE: /e
BRASS BENCH DISK IN TOP I6 ,
h�1 5E�- -- CITY ENGINEER2�i� RC.E NO. Zz 7
OF N.E. END OF A FOUR FOOT �,r'oi1vc ��
BY TWO FOOT CONCRETE BOX I PI-AIV DESIGN F L• • i< t N RECOMMENDED
CULVERT, TWENTY-FOUR FEET PYAZ/_ �V
oeoll ,Pc!^X 2151 E• "D" �( ,iU 1.1'15 120 A r V
EAST OF E. ETIWANDA AVENUE PfloP. Rom
WAG/- DETAIL "A" DRAWN ��4)A9 08 okge 91-T&A SHEET
AND FORTY FEET NORTH OF VICiNTY. MAP
BASELINE. SCALE: I =20 J.L. ��N����, I of 1
1-4.-r S. CHECKED CX�UE,LAS H. / ,zioae DRAWING N0.
ELEVATION = 1297.297 - 11 DATE 10-a-09 FILE NO__I
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