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STREET PLAN GENERAL NOTES ARROW
t • ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA14' 1
STANDARDS ANDTHE STANDARDSPECIFICATIONS LIL CONSTRUCTION TI oA CURRENT T 4` 3` 4'n��ArVDERi,vG
EDITION. T T LFAMILIAR WITH P5. PV,�4T. ST r►•�1N. S1DEW,,4�
EXI � SHEET tG� SHEET 1
STANDARDSTHESE CSG _ �
SHEET 7 SHEET SHEET
® L � WATERT -=- -- ' �� � RIGHT-U�1�Y,4Y
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RIGHT-OF-WAY --- -- _- _ ®_®__-_' r' i ' ELE'1!.45 5',�rr4tNrV
VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS
L IMPROVEMENT
RELOCATED 00 PROTECTED AS REQUIRED FUTU�2E SDWir< S'LE►� TO BE 05TEf?M//VELA
C�G SY NDLD/Ns 2% GRADlEN7" F_R01W
RIGHT-QF-w.4 Y 5z,=_
CONTRACTORALL GRADE STAKES SMALL BE SET BY THE
t � A L � L ,BOXES FfL EET SHEET SHEET 4 SHEET SHEET
T POINTS WITHIN 1NSTALL ST. L/CHT, c0/VDU/TS, PUL 5 H ,2
TINTERVALS. ITI I Y I TR�"E5, ETC. W/T,�l//1/ Ty/S �4�lT TO f'fr'�t�EivT
CITYBY VCURVE
AREAS- �'UTURS" RELOCAT/ON ®� T��E P.4C`/L/TIeS.
PERFORMINGT I I
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Y CONTRACTOR
RESPONSIBLE FOR Y I I L IDIRECTLY
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t L L I I T T I T • TYPICAL SECT/D/V-ARROW ROUTE,�-1/G11WAY �
S74. /8 �59.30 TO 5'T,4. 2G} 5'3. 9 r�Y�7. I N D U 4T(�1 Al._
LL T CITY IDEPARTMENT
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DETERMINATIONS T /
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TMATERIAL.
WHEN IMPROVEMENTS T TI
THE SUR-GRADE SMALL RE PREPARED BY REI'1O1tING ALL ROCKS WHICH PROTRUDE A VETESUB-
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QUALITY BETTER T T T • `' "
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IF THE ALT COT I T R PLACED ON SUR-GRADE. A SOILS STERILANT REGISTERED R ��C?F CA4�
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SMALL BE UNIFORMLY
TUBER*S'RECOMMENDED T T
T T QUANTITIES I VI Y T I T
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® . T T I T TI CONSTRUCTION QUANTITIES
I T 2- STREET BOT�4/VlCAL NAME COMMON N,aM.E M/N/MU/H SIZE SPAC//l/G 4?11AA r1JrY
BEFORE �SUSMTITI • Y I IWHICH �RowSPACE g,
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FREE• ORDERLY STATE.
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INDICATES A.O. OVERLAY
T I STREETS I T• L HAZARD
CT • OLLY 0AK 5 15 CAL. 4d O.C. 4
UPON REQUEST OF IN.. QUERCUS ILEX H '
CONSTRUCTION. SITE
SHALL RE CLEANED P 8 9th. STREET Q ^
THROUGHOUT iNDIGa,9i•E'S CONT...,-TRUG"1' NEW PAVEMENT
I • ALL SEWS • WATER. ELECTRIC- GAS. LATERALS-
MAIN$ 08 CROSS- _Z
INGS SHALL BE T • CON.STR`G/G T/D!V NQTE.S FGfZ STREET TREES. LZ j I N D I C AT E a REMOVE E X t STI N GF A S NOTED -,�P 12 -13 l-Q i `
/lJ B�PGAN/�.l�J �/Y A4✓C®R6..•A/V i..� YMITH CITY �+JTH/YGJA/�L! PL14/V tl ` '!,7 j 1 'fir.,
TED To THE1. ALL .STREET TREES INDICATES► FUTURE. IM" RCS
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1 INSTALLATION _ '
LL T T L
T �r,4L.L F$ �spm*. ,µy ,PORT $HALL BE SUBMIT
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CITY ENGINEER LIST1NC A
2. 1�RIoR TD T/fB CONIMEtVCEN1Ert1r OFAIV PL.UEQ4/V Tf/VG!Anr.4GR®nrOss�rc olLs REPoR ,� r. rc.
s c7R,vurRi��vr'oE,�ic�ENces ' "
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ANALYSISSIEVE FuRN/SIYED Ta Tf/E C/7"Y INS•R'E s�FC r, . L. IND 1 G,4 T 5 L t P C}P G U`T'T F 9 9
MRY RELIEVE THE DEVELOPER FROM RESPONSIOILIQUIRE , gGK,�1LL .SU/G .4MENL7ENTS�, AS L?ETERM//YED f3Y ? 1E C/TY /N J
TY FOR THE ���vEE,Qrn/� of visio�v. FA
� �` GU P� N 1'
1 T STRUCTIONRED DURING CON ° ST/�?e,6r TREES' ARE SC1BdEG7" TO //YSPEGT/4N .4 CCEPT.4/YG'E �3Y Ti�E Ert/ ` ��++
3. ALL I? !� F I N ID 1 C,t�T E 5 PAVE E NI E N T. i�E
I f4' � C I Vi I✓i�1313 I C _
CORRECTION1�> t/!-�'L�'N`C 4 �d�e I�r�v��PPr'o��h 5-f- (,...i��i-}' `Pe
E 1 l�C7 iWt AT C�R C ,w ., w I
Y ENGINEER FOR4. STREET ?RE55 ARE MBE F�L.A�vTEL7 PER RI-123GlC 1101ROV1E MENT FLANS GAILY. by J 1n1Er�jen�ertn Gc./ _ ,,.
REQUIRED PLAN REVISIONS SMALL BE PROMPTLY SUBMITTED TO THE CIT a Adol�d �iid�watic hdiGap trrnQ �k�•t(4. 2 3 a-� 0
APPROVAL.
re l,�r►vrile, c..t:./t..h. EKG.
EM 401 AND 402
• "
_ Added Curvilinear Sidewalk Sheet IVa. 9, by Giron EngineSTREET SICNS PER CITY OF RANCHO CUCAMONGA STANDARD ers
STRUCTED AT EACH INTERSECTION- CURB AND CUTTER LOCAL DEPRESSION, DRIVE APPROACH, . ,
.DATE APPR•
pp, DESCRIPTION OF REVISION
SIDEWALK,AND STREET TREES, SHEET 41 PER SUBTPM16899 ;
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TO EXCAVATION --01611 BY 'ASSOCIATED ENGINEERS. REFER "
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PROVIDED roe CONVENIENCE ARE THE FOLLOWING% TO CITY DWG. 2075 FOR OATCH BASIN AND STORM DRAIN.
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• SAM GAORIEL VALLEY MUNICIPAL WATER DISTR L;J TY 0 K N HU U
M °m �8 ���I Yr ^ L.S«-9 ffi 6.6 ' m �t�' '�j,' ,
MR. 000 STALLING$ 1 1 - : ARROW ROUTE AND STREET
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FOR BASE LINE ROAD CONSTRUCTION
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, clvl\� IMPROVEMENTS
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TELEPHONE GENERAL 1 R.B. ENG//VEER/NG.
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REt//SIOM 7 ONLY: ' f yyy
x BETWEEN VINEYARD AVENUEFOR UNDERGROUND SERVICEa
wVnR $7888 FSC,^ a ..
• CALAND ARCHIBALD AVENUE
IFORNIA (714)529-2899
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2191 • I T (T 1 ROBERT d. LL. P.E. 37888 OATS '
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BREA• CA. 92621
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► r APPROVED BY d DATE
,. a R.C.E. O 23889
DISTRICT t - � �� `� . 61AL NOTE FROM PRIVATE CITY ENGI�JEECUCAMONGA COUNTY WATER R _ - � ° •
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91730
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. • DESIGN
CONTRACTOR THAT ALL L PL T S IL Y ASSOCIATED ENGINEERS
RANCHO J SITE CONDITIONS I T U CONSTRUCTION THIS T.
w P•M.D. 31 fi EAST STREET �
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WATERMETROPOLITAN DISTRICT (714)593-7474sr,�EEr TQEEs,sreEETL/G1/T
CcwT. sD/►/K, �✓E AF'. 'aACH,
INCLUDING AF TY OF ALL PERSONS AN POPE TY i THAT THIS I LL
(c� 0 �t,vo �, rc irvr�,2co�v�vECT, sz'a• �e 6-9- 0-rc 2a¢53.I� _L I- P.O. -BOX 9 41 9
�P.O. BOX 541531 / G7 A I Y T LI I L I T DRAWN ONTARIO, CA. 91761 HEET
A TENGIN-
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ANGELES. l .}. t> s 1�®` F3® LG/�/®Oo2 ��/,�/2oQ5L off/ T T ALL • INDEMNIFY L , V. D.t_.
.�'�'L/7r,E,�, ���F�c..�� QL LLIABILITY, AL ALLEGED, ^ T I '
�rN• ffPAfZD.j '(� 7"/i'EES, �fb ab�sT A.97 7R Mc-T�, THE T EXCEPTING F LIABILITY DRWG- N®°
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2t/C7 0R1YF �APRagct/ si�r6v��� CHECKED R.C.E. 2 £►t4
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RROW ROUTE 9TH S T R E
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ETWEEN I YA AVENUE N E U F
ARISING T L • LI T GINEER.
, ' DATE r�' FILE N0• $'�'
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