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4 4 T NOTICE TO CONTRACTOR 12 13 14 15 16 18 19 Lu2 0 2 1 /o,VERIFY ALL WATER LINE ELEVATIONS Assr STORM z 0 DRAIN CROSSINGS AND NOTIFY ENGINEER OF &CVR\M M-TA 0. 1+3 -4 - rat CONFLICTS PRIORTO LAYING OF STORM DRAIN 450 00'00 z PIPE. R 46-00' 3*L W,:54' LATEK&L' =� 121,EX/5 r P r N": 14j %b %,j kr�2,1*RCP 5EE UPPER I-f7T* IJUILY1,1900
z 110 GENE
sm 1_��_ 1 Leddisrs and Step,.Nx 11J "Im It's rho,30
z v="44'Z N K,0+77.((ALC. XeIP416 O+77.1144L. NA4 I Q)V= ul i(;t SECTION "A-A" Inc%es W$0�CshV t> _'4 -%Z�4 W NO SCALE .011 1`101#I till are It(If i8l, 6EE CqTC_96P5JA1 It Ily.po I)i uss!1,60 L-F I& L.P. DE TPIL 01V 5PEE T 3 OX6 Loddel -Oy be tOlItIvIlis a p'll-t,,,gs!h at
-40 0,n C I niter
SCALE: 1 - rQ-y0+54-504:,ob.Kv. ( 695. W I (Typ)20 itI 3 On C S P Asset,C"ntct leader splice plofiP to
c 7'V=5 L CAef"A" W 7' Vr 4' L-0. C.4 e posint cant",r,01% It".
Wle,901-feall:014,10 be Connected-014,V-bells
I1h,00 &C, With dl bit S InZI pipes Shoff flat vollude
C21 in Itcl
119.64 N.77 95.17 O's 6 stWr ra Sho:l ho,#106 MO."'.fri Slope ol 12'3 110M
f d,Winne .ore*.list pipe, 0.4 0
r G")VIE X I'DEE P Y-DI TC Y ad frail finish
.44 184.93 01 3)9/v "I I Gol.omrr,�g see slondo'd Srrc;f,c4t.o"0,
9 + TO NERM05� YE. PER 5ECTIOAI `l-9 Spce:t, IT a Set oftdo,d P,.oi'D7-A end 077-8 for
T— GO 6610 end r,amo Niotis and wit.7his of
165.W— ??4.44 41A Steel
tisest-g,,01-on of Type OCPI or 01API pipe Iftlell
04 11 TranRcsN 89 449,44 o"dC,,,j1c11,d on all$,of opening$
41
often to be p,o,.ded her�specified,1C 10 C6
to Cells iltot..In pl-oble(34 I(_ cement.and emulsOlt n'a Am Of
W " I part molc.d basil sold.and
lock Aeld of Tack varla at Ill S lholl 1
53 L*Iltl ID Cly CS in37J.134.70 tff.v I W$ii S I Ili
SEE liAIL'S' Sic, It I Ill 1 x
R 45.00' OCT I 'A T "a"for AA(tee Sect I lot 4_N� rCTIOIJ C-C 'lack W11 19,61' W* halt) floe ro,�Cnqt offer
k S fisel
14, `ssj — chain I.I.Cat.01(Slee
kid is eSe"?L-'5Y'rUT to "-:1 c— ti,cll,7)
Ilk 1> -,r7-FA/r/0A/ TYPE OMP of OMPI (Se'fkte-91 tsr-T
R- 45 00' wiTH STEEL C_)`�ER Soot at tie pinill,or bell%4 + Ordl f""holn in Est.c L Ias,a,4% or) conic P-re for I'?,.ritach bel-S.c., oill.m
" 4 stl it
214.*
.0 N &d - e06"55- OF TRASH RACK
IFOR PUMPING INST-�LLATIQNS
-4 R z 45 00' NWJI Spol Settle te
L At ro.40' lack Issell Of VSE INLET TYPE 0CP1 or ONT1
aicmp STATE Of CALIFORNIA
SECTION F-F MUSINESSM 11,10,411RAN51—"11 4 T ION Kts DIPA TWE I Of D04
44"l?1"5.r" PIPE INLETS
45 00'
L It 34 84'
T ' /6.35 NO TES AID ?E V D.-5.
/0 4'
CONSTRUC'rION NOT17S A Concrete r(Ar 1S filli where the Cirl?"ge A?grOck ciscese*0/0/t.jrw tool. CITY
i3. -to- Itherepes oldflefen,"lArlseffe'S Ole 16i'I'Vel"with&cmclefe DESCRIPTION OF REVISION DATE APPROVED
@ CONSTRUCT 33" RCP 1,350 D ��_', !q� cadr,L ond)r sba#be 1hose ot the Ityget pipe 0-0, cvi),.
CONSTRUCT 3U" RCP 1,250 D elf-'sche,re ij"Ofer.-@ 66 d.75] J to-pe Ayge,-11scyp 66'o spetc,scil cirviol,,khms'is r efit&4d CITY OF RANCHO CUCAMONGA
CONsirritucssr 24" RCP 1,500 D 4. Fos,pipe vie mf4ifed use neAt sire ArVef CONSTRuctir ry RcP i,suu D 5 aw tew(rc#v onies 24 lond les s in A"efer olkf&?u# PLAN AND PROFILE
@ pipes whe,e aVle A its less ffiat, /0'
CONSTRUCT MANHOLE WPER SANDARD NO. 510 MODIFIED 6 re,j1tvCj),7 15 feq[AeeU4fhe dit,riefer of the Cr(Vkv ties STORM DRAIN IMPROVEMENTS
CONSTRUCTCONCRETE COLLAR PER DETAILS HEREON A\ vo-C-2rAv ct,"Pfee Shall be D I,(?. off ItAckless)or 81" HILLSIDE ROAD 1117'se,7 A is eqtwl fo of less thm nr. ,mrsit",ev,I's and when FROM ALTA LOMA CHANNEL TO STA. 20430
15 WC01'ef ffiall 0,, /00 soffits
CONSTRUCTJUNCTION sissRucstruits 'A' PER STANDARD NO. 508 Iit, Ape Irwr be ccvruqafed metiol pipe, conaefe lerve,areWtv,cee CONSTRUCTCATC11 BASIN NO. 19 W=7PJ-.'R s,rANDARD NO. 502 coocrele pipe.10", asbestos cement jespe, NOTE: PIPE STATIOW STREET STATION TRACT NO. 10046 WITH LOCAL DEPRESSION PER STANDARD NO. 518 9 Not fo be used for a scre clionge on the moinflne,
New ce fArst.CONSTRUCTCATCII BASIN NO. 1, %V=4' P1,-'R STANDARD NO. 502 WITH LOCAL DEI'RESSION PER STANDARD NO. 518 PIR- D BY DATE'0,1006; CONRETE CO LAR CITY ENGINEERe H.C.E.NO.23889
CONSTRUCTCATCH BASIN NO. 4, 2 GRATES PE-It STANDARD NOT TO SCA E DESIGN DIED
NO. 505 WITH LOCAL DEPREISSION PER STANDARD NO. 518 R Q M N
�S 4 C P LANGE ENGINEER CONSTRUCT 24 CSP 16 GA 40 WESTe4 ES)H
9 111TREET
71
8,
CONS'I'JtUC'I' PIPL' INLEI"l'YPE- OMPI PER CALTRANS STANDARD DRAWN LAND� 45 SHEET
'4 4
D75 1 4) ' 4 9919
4
CONSTRUCT BRICK AND MORTAR PLUG 4 IAL DRAWING NO.
404 CONSTRUCT JUNCTION STRUCTURE "B" PER STD. 509 DATE FILE NO.- 959