HomeMy WebLinkAbout87661TE
LA RD.
GENERAL , NOTES
W
THE C,IT'-l( OF RAMCHO CLICAMONG^_ 6TAWDA ZDG ly
IIII ACCOIzDAN TH 'THF-SE. PL^I%J'51IWI
I. ALL W0914-
WORK WW5-rFZIjCTION CURFZE WT EDITION. THE CONTRACTOR 0 Z,Z,7
c,,,pECIr_jc,4-rioN,& FOR PIJ5LIG U,qWB:WAWDTHESTAWDAV-D
ro THE,:5E, &TANDARD15 A-ND
e:pe FOR
pHOI%4E OR F:,o\Alr=-R F:,OLF_,zp1 wxreR
Ree; OF AN%,e KIWD AND -rFL-F-
2. ALL PIPE UNES- OFZ' ._SUE!-;#-`TRUC_rU W TH E_ R1 GHT-01=- WA"( lop5HOW" Ow 'THE'6F_ PLAWcb I I -
S, FIRE OF, WOIT Iz.
REMOVED oFZ RELOCATED 14! _ee;a——5r- VAt-\,/F= WT WORK 1'5 TO 5E DOIIJE -=,HALL e7E
A,REA'e) WHERS
LIMM5, OR IM AD-3ACENT UGAMONGAI-
AS f;?_E-,QLJIVZE=-D ^T "0 c0ce5T -ro T'HE, C11-r1le OF
I-, tmogK_-, fcxaTl%,/ Tj
TaqV_A,/, (f
T_
CL
e_r CL
r 4rj, VX Q(I k
4 CDAto
AL_L_ PAMILIARIZE HIMeEl-F WITH -rV-i.E 1aA
ANy coI-,JTRAG-r0R PERF=ORMING WORK OW "THI'e> PROJECT
71 F RF_C->ULTIN(Z DIRE(-TL\(4. 70
IE!A IC-;rINc24 f=ACILI -IS 5k-Z>A4
AND 5HAL L_ F!;,E 15OLEL:-e t-jy v:>~AGI= 70
HOWW Ow THE46le
OR INDIRECLY V=FZO'M HI'E WHS_THe;Z oR NOT SUCH FAZILI-TIEEe ARE 'e) 14VZ2 TYPICAL SECTION
Vr_LIIV_5:InIA660dTxs-r ts.L-t- CON S*T. INPROVEMENT S aw"
A D& ORIVEI?T.Aj_Acj7iO (=UC-AMONGA F-NGINF-E ING DF_F1 PF?,IOFZ -ro ANY
G. A I PEFZMI-r 6"14NUL, Vbl l
C-1-ry Of= ;z
OR RjGHT-OP -WAY- FRC)N4 STA i,,+50.o I tc)6t05-01
GO",&TRUCTION WITHIW aj-ry . OF RAWCHO" CUCAMONGA EASEMENTS NOT TO SCALE
E1\4C_1ZOACHMC-"-r OR
IM-MtO Te--> VICiNITY MAP
NO SCALE
E!5Ar_KT=IL_L_j COMP-,=TIWG C-ROLIWID AWD 0 L> a/kt/rRUCTION
0hAPAC7rION _reSPS OF F-=ME!At"KMENT COW-=>
70 'THE. C11-14 F;F.^vV--HC) CUCANAO"GA- A W1Z1_r_rF-t-A
L_L dC—,Ul!>-4rnIZADEI!> e),HALA- F_z>F_= PERFORI!,AED AT WO CO`;_)r OF
T_Ee;T TSD 7o -n-iF_ alTy FORHAL_L. e;,FREFCAzrWrrH _rHEISE 00MR161C
pFZIOR -ro -rHv-= OF e;,Ale E MA-raR1ALr=
i
Ue MITTeE> TO 'THE
COMPLETIOW OF PA-41NGI A mA-rr=RIAL! RF_P0r----r '5HAL-L
t0_ AT THE
RMI"ATjOWc=' COMPLETED 70 T-r-, Ot L_ Cc)amr I,4T "'So C:j vlplrDt.-_001
L11:65TINIG ALL
OF FZOGKy mA-rE=-gIAL_1 THE 101 4 RIW
4._e T(f> e- PLACED ot,j NATIVE _,!:)OIL WHICH COW
Ap RA
R/W
FzeM01_AN4G ALL ROCWe) \^/HICH, RFZCrT_RUDE OVE -THF_ -z7urI6-G DE
F_a_:,f-= WIT" T=jWva GKADS nz 12' le; ------------------12!
ANO'AJ-1-VOIDSP 407--------
THAN THE N,'!'-',Tl\/E M,4CreF;Z1A'L-
DE 'a)HA,Lt- F-")e PREPAJz"eD AIL-1-ryt\AAT- C-_-ZXAL_ Of= A, G:LLA
i5F_TTeR
Ow A de>OIL
en PL_ACar_>
GrHEF- mp"UI=ACT 4'
9:LINDER A.C. 4WDTHE-
FULL- *N/EMEtQT WIDTH PRIOR To RANI 1 VI4 Ca- n 0429 0.49 1 FT.
rF FIA PE R FT.RA _ F<:>R THF_ LEV L LANF_
CO"VSNIENCE OF= THE- DEVELOPeR--
IDED e Y -T-HE E-"GIWEEF, OWL"e FOP,
lb lrEe;rIMA-TF- OF QL1A4QTI_r1EC_> I's PROV
DETERIAIVIAMONI OF C0"'2:>_rRUC7r10" F-15E.FORE.
THF I WHICVA LLIe LI'5TEt>C 1,e> Morr SPF-C.IFICAOWTRAcTop, e7H,,!s-.LL MAKF_ HI'5
Ue;.MITTlt\JG A &ID. ANY ITE-=M OP WORK F2EQU'RED E!>,.y PLAW'5
THE OTHeR ITEM OF WORK.
TITIEce) t>HAL-L_ e>p-: covllr IDFReo A-e> jMCLUt)E-D 161-6.
THE EB':-.>TIMA - oj= GxU AJ,,J
TYPICAL SECTION
A%T
C:I-r-e OF RA"CHO CUCAMONGA 't5VD-
t4,. STIZEET, PER TYPICAL SECTION — T
aw" E E T SrION- I N T E R I V K
Does NOT RF_LIE\./F_
I
THE DISN4ELJOPER FROM FOR- _rltAe
ee
A,,PPROVAJ_ OF PLAWE) rHE ELIAN" AV EN"U"Eto. C
D OIAI1r__,4e>IOW 0115COVE RE_=D DUFZIN(S C0W1:b_rfzUC_f10t_4. UPON ARN NORTH -SOUTH
c:ORRECTION OF EFZROVZ. AN
eUV_-_;,Mj-rTF_0 70 THE CIT--e FOR APPRON/A
9EQUIRED PLAN gE\/Ve>jON,& 5HALL- 25E. PROMPTL_`( NOT
I
TO SCALE
I" A,5c- ae 1 7/
I
tr--
2E
7 7-
577- -Z -41
I
It
25
23 22 21
1 3 2 W243
2
W 0 00
26 2011,
N1
4
SENDA COUIZT I-A S E W[:>A COUFZ
Y-1
CONSTRUCTION" NOTM, AND QUANTITY ESTIMATE .
TYPICAL SECTION -
7
A.C. OVEER
104 4
27
R T R E E T Z*3%IN T E R 10"A C-o"Cal-T- CUR15 4 GUTTER, (5'C-F) pr=-R cl-rY la-r
me. z2L T: FEE FZ 0' — — — — 11 5 134 ,&IDEWAL_K EAST -WEST
C_fz0,S-e),- cau-r-rev-zz F>MR =rr a,-rc).
W1
Aj 41
W 17 18
W 6 7
Me I-J2. 401 x
5 T V_
15TOF ejG" f=>FF;Z S 402 P
Co",5
RAMP PFER CITY laTID'. NE, 511 7
7 ONC5T HANDICAP
777
C)VEFZL_AV
F=,E-=FZ <ro i Ty To9
7,
Ito
ro.-t-40- so-[V
COWST% U"DeV_Sj0C_:W,6.LY_ 0
2.
to Wtot161514131211
7-,y
45 ZV-1V57- 9619_0 7 '
30eZ1710 29
42:N) &77
57-0. 45> I
0
7XJ,5 7
V I CIA-RAI DRI'NVE
pEFk \_F_GF_405 NO'TF-S ON
I, 15PL4 59 VVAL-L- 7RIE J \N1DE7NI\14G PERCC)NS
I L FC--Hce-,^ rep- C,tT-r f o 11 3ACKLEF_ RC_E40e570
CON SYRUUTION N US FOR S-VRUET _VP\T_:E3: a 'A dm A, A Am A&1%ff0Iff AMREAVNIL
Z snow
tree_ '-tree5 are -to be pkknted in ctccorckknce \H*N Ci\/ Stan&\rd PIOY\
DATE APPR.i) ALL s
p\ank* ac ic rt $box\
M DESCRIPTION OF REVISION
2)Pr*\or to *)a comyy)enceynen of ay),/ Nr\c repo3tckyjronom , sOil
be- -11t ry\s Necl to -Vhe CAty \rbpe,(_,kor AY)y unus\jol to 66N es 0r nWkr\&VA- NOT TO SCALE
T u ti nj Uri v UUAMUNUA6e6ev-,6e_-> rr\o,y y1ectLiwe 56\ 0.men(3y-y eyNk 5 0 5 lay UT F 'Am" 'I of% CA
2 ` A 's 0%` 11 '0%
2))AII tree_% Wp3eet to in%ver,,"on ay-id cxccap-once by tV\e
TITLESHEET
NOM:,
oximate,
The quantities shown hereon are appr 4) STree- trec_% c%Y\e -o be- 1P\ay\kad pe-r pu\:Na ivyvproveemexOr \010"% 0"\,/
and used for permit and bond purposes. ohlYS4
They shall not,.be used' in any way for bid-
ding or construction. It shall be r the I MsyN.
5-W ome commby)Narne s-pcxce QCICM9contractor's responsibility to provide ' eet N ame B0tC4n*iCC11 N
for his own quantities' for bidding .and TRACT NO. 9619
const D DAME T-—S'-fA5V- LcwtA6yNQructionpurposesVICAP N CN
fI`0'0. C, 15 6AI, IS APPROVED BY
R.C.E.No 23889
ER TO CONTRACTOR. CITY ENGINEESPECIALNOTEFROMPRIVATEENGINE
Co. R Oy NDEDDESIGNGINEERINGANALEN
THAT He e>HAL_L_ A=_-A=' U1'%4F_ E)OLE AND coMPL-ETEL
THE (=`OUR,'_0E OF=
THE COt4TRACTOR OF THI15 PRO31ECT, INCLUDIKIG 4 No,C04 870 1900-L LA"PALMA AVE. STE, 202
c->I-rF- CONDITION95 DURING
IFr SHEETPROPE=:FzT-', THA%-r THI,:> ;ZEQuIREMaNT 411,p, 7,1
THE c->^FF-Ty OF ALL P;_=F11C A%"D
HF-F- DRAWN
W0Fzg,j"(:n URIE:>i AND THAT T ANAHEIM,, CAL 92803
C0WT1IIJUOU15I_I*e -4,M0 K10-T 5F_= LIMI-raD TO WOFZM^L- 8
T`HE: OWNER AII-ID TIWF- tFEWC41"EF-R, HARML_24::E>S FROM Al-Jy
5HALL_ DEFEWD 1WDEMW1F-,6 AND HO KK OMWNIE(:TION Wj-j":g-n_4F OF WO DRAWING NO.
AND ALL t_(AF_51LiT*1() REAL. OR P-LLEQED) 1114 CO
OM -THE 450L-F_ WEGLIGE"CF- Of= T"r--= CHEOXED
pp XCEF-rING FOR L1AE>IL_IT"e FR
TH15 0.3 Ec=j; F= DATE FILE N2-
aV7- OR -rHr=-
T
i
BENCH MARK NO. BMA-258
t S•VI. C.oGG.J+=t2 OF' T4-1 1.1';`,GT10.1. OF PSELaA /tSTA
C cs P 2t/o-r P.c n,d) > Go2.S LtA..I• ,e,./. •
f tx/. 2120-710
l0 V G• t -42.4-I'
TOP OF W'LY CURB PROFILE—z , W 3
tt
N
00 tocpm
W y, K
N
f aoo 8L
60 ui ` " 60 80 g. 80 100 m 100
VQI
x"9a, K fL.® 7-73,1 J
60 80 100
EXIST. NATURAL GROUND
21' WEST OF CENTERLINE
68
40 40 60 60 80
EXISTING
CENTERLINE PROFILE
PROFILE SCALE
HORIZ. 1'
1' =
II = 401
VERT. 1" = 8
0 2 3 4 5 6 7
v1-
V
V 13 C t" 401
V164Kto oa. t} CAJIrno t?s=rL1ed 04cr-6.i
y
V L _ 42.6,1' t -
l
6-f-75"'7- oz.ZL• X 5
lye
A G.lei ti
a .
4 3 iT7.47' W X 3
t77' L Ry/ I "
T. . t7a•s'
i/
f-'
q"
OD t
7'
l` tl mRQ` a I'f ¢ t2r Aov yCt JC. A•G. bP U ri y iv
44a..NCarrr ran z
Ofc.a tiCa aCf m
L v
CARNELIAN AVENUE
o
o
DESCRIPTION OF REVISION DATE APPR.
CITY OF RANCHO CU CAMON GA
PLAN AND PROFILE
e0d'*'v alQo eau---c--x?' c81teco. &J93 CARNELIAN AVENUE
Co.1tit. Pa.I.ntz L. ctz-1--Q rrGr. cfT { rr. i woe
t2 G tTY tr. Lie Aof TRACT NOi 9619
APPROVED BY DATE So --
1 I Goli9"C•t i J(L. gl r laLK. tin+- C t-•; tc.u oc_rc) f 2. G r std• Q 507 -• C4v4'r O,eox=z
CITY ENGINEER.C.E. N223889388
i tt Lug n.j u s.•.
q Go lrC f G• B r^. t°; Gt eT. } i3
DESIGN R COMM NDEDt
n r -
TK
AN CAL ENGINEERING CO.
3 Covsr. o,PrYF .qt racy e crr,y s .n• w . zs 1900 E. LA PALMA AVE., STE. 202
DRAWN ANAHEIM, CALIF. 92803 SHEET
2 0F
CHECKED R.C.E. N9223r47 DRAWING N0.
DATE 7,2¢!y¢ FILE N2- 076
57. oc"
W'LY TOP OF CURB PROFILE
40 } EX. NATURAL GROL
OR N AT PROPOSED WCL`
V i
v
N
40 z v N . m 40 60
v Om ,
5q7%
CENTERLINE
30 51=3'sc PROFILE
if
40 40 60
IDVS
30
NATURAL
GROUND ATtv
PROPOSED ELY
40 40 60 CURB
8 ,mooL000
30 i 8 ,,
U
E'LY TOP OF CURB PROFILE
2 3
U
u
a0 4:
r? ?
aSS;)
L 7o.'7 1
cu?z& ;n -r vATA
4 M-4['32"
Q P, = 21.00
C L- - 41. Pyo'
W — — --1
v c.a puna .
VICARA DRIVE 4o'
d t8' IO t' 4q* L8` l8' N C Exi fa9 i
O ® Q RVE DATA ,
c.{QVE r.a-c-s. ..t 2$ Q'2"f11t24, t:ATA i 30' oNA = 170DI' 7°" — -- L \ r2
f, _
NT - 32.03' ' , O L • G,76' t2 = l82' t2 = V. co J 'o IL-
r 11'rood T = 2°I- t4' T= 27.05` /
7y e Y e_, 6 t) c4scmenf.
c 0 L i
Gf%(4%r r/ B/2 r- n L(p Up
ah bpi 1 i `R' 4 , (''g
JR
QD
IZ /
90/'
Phif A.CE r/ GI.I LVt t'J/.TA • = 73. . • V'•
L = L7. 80' 2 tib exie % t7/szm 1
t
fl
o = Zt' 30 31a L
L = ,oq . Zai' - T• 9, oma' N
JASPER STREET
I
CONSTRUCTION NOTES
CokiffiC ozs'a G. ova o,33'a.P>. -
2a-- e.,aJeo'r. Curt P c*AT-v (ell G•t= Pr1z2 CITY 1'rJ. 303
j--- Com. GE I 5(D vt%t K l'Z CtT`f srt'J. two Sto
Co/vsr ,Y,a,.D/cA P,q r-. .e Cyry Sro. rim• ,moo .. - _
Cv 1G1r• R,r SCE 1ra t.I• t tz c t't- rn . as 401
oP '*WL ff-.r crrY 'Srr0. dP 4ct
43 4 DW -51- ,DSP/YE C/TY 0772 A'60
a-- Gflti-1yr. 5PA 1JDREL. 4 GROSS GUTTe2 Pr --R GITY STt. R° 308
Coag• S GtC t_ GQ j eat.4TTO- (STS 60-M) tf_l-t? GtT` e,70. 02 309
12 Co((. tirt2 T tG ti S" 580,f e UM&g tA•P S.J
BENCH MARK NO. BMA- 258
G4• rS . ' Q' I .1 'E cJ oF' S t rx—v/ 5. . co t..t off- vJei.x
Q . v,• CoQ•1.I.E Q ot= Tµr= I ,.iT GT to.l c , , .. / a
PrzlVeT.E Qom) Ga.Q•I,t t_ta.l ,ovt . lr/•
2f 20.710 r
Q/
4 lag
f6f • G'4' EX.
NATURAL GROUND AT
PROPOSED S' LY CURB 10
o ° u
X11 to
i S' LY TOP OF i v
8
v $ m CURB PROFILE r } _---- ,
P=/.doh' - 80
80 r0.
EX.
NATURAL GROUND W AT
CENTERLINE CENTERLINE
PROFILE 8 m
o _
Ao
80 <
z = c9. c¢ 80 Z7
52' .C. EX.
NATURAL GROUND AT, PROPOSED
N' LY. CURB o ` t6
tc t y K v v v r4
u N LY TOP OF CURB o
m_ 8 PROFILE l.-
b 80
PROFILE
SCALE HORIZ. (
11 = 401 VERT.
111 =
81 r•-
t-P.cT P ac11.Sc,acr s -
g,
Ge..
li/t= tJATA L, /
0/. ¢9' T =
X9.44' E
d
N
caur
l t_tar.l L =
2`T 32' t
I - a tLM•' I G.t¢t3 t2.Srz t A=
1100 on 8
22'
tl LL 4244 N 17
00' r
i
to \ :
tot • cn' 32•cr' =?.G• tb N ,
3 147
0 //
01vv, L=
1S ID N • _
i s
li' lot.cx' 32•ce' L2.ie. _ ti
i
J 57 g2. h
a F ( ,' >7 GC IQOJ t "Tclt2t. t'3lsT.bL = a f
U I
i
Q L Zq. X52 L GLytZt,
tLt#, ST LA
SENDA COURT 3
142
N'LY TOP OF CURB PROFILE
L-24•11', 5'T 52'16. ,
tat 57.52' L-2 i' t,. 4S.oB' a
u v- 6 8nV02
A r
70
0
v
EXIST. NATURAL GROUND AT PROPOSED
NORTHERLY CURB u-
M`
Gv
k-
1110Ao r 3o'L
70
SIT
L/2 = X04 meq'
ro
v
s~
a o• 92 ,
70
GA12Vcv-- mw -Z,
4O
Q= tt2'
Ef
25
A
10 CENTERLINE PROFILE
Its
g V gm
o , is N
o' t.2 , . X04'
L , zt2.44'
f-- E' LY TOP OF CURB PROFILE
EX. NATURAL GROUND AT
0 v v s - PROPOSED EASTERLY CURB
R
d
70 70 Q=4o o 70 50
t.. (p, I. -74',g
57.52 VG. L-40` VG.
x•3.0 `-
1Q V --
r-. 70
EX. NATURAL GROUND v V1
AT CENTERLINE n "
V
c)(
ro= \)
ti
I to
N /
70
S' LY TOP OF CURB PROFILE
a
EX. NATURAL GROUND AT PROPOSED
SOUTHERLY CURB
24
A
A
3
eaevre 0&m
A = I S" no, Gil"
n _ „071
all
m CENTERLINE PROFILE
EX. NATURAL GROUND AT
CENTERLINE
BENCH MARK NO. BMA - 258
Ga Ko- . ' Q' 1 ad e j ri e F '51 , 5. 1ra . &=-2, e -a of WIAL-w
a -p- S-4. Dca0r--a of W --Lx-& '/I
c, Ptziv xr RoAoi ctuA.1 as.
t../• 2t Zo•T to
I-=4Z.14o'
v
V. el
01, d./2
t c )
40
pp4v. 'X'-caestT tz FL. Tom}
70 ° o /70 50
Q=
vN m W'LY TOP OF CURB PROFILE 7q4 0 {
0 yr 8N \
n l9 \ N EX. NATURAL GROUND AT
PROPOSED WESTERLY CURB
v N V 0 T t t
70 0 6 1 70 50
a
PROFILE SCALE
HORIZ. Irl = 40'
VERT. I" = 8'
G • o" ''l 5.34, j„
5 ,b °' /
10
26 19
Ib
27
u
3G.7Z, ti. - v ' GL lZt3 t T -A.
to e5c" 5752, d, 2"cn'
L !- Nyco
6 v L. ao.A# Q =
18 Z = °t • 4
41
1'oPA•Z T —
LA SENDA COURT
6, s t Sm Gil' Gil"
rc t4. -t5'
0 2 3
I—"
II \./ 40
t,,.o. 13
T•Ll.s3
QPM a ft.SQ.[ 17aT.
l A = 8° 2,, 3Za
ctta tzae :
2 , :II u 7 I 1
xr\
d - tea° cr-)d "
ti17IT
N
9 00 Z Fv 7 (.L• l X331 .o
IN,
3tFL
S15? 7z
dL J Ffl I t1
27 28 29
It0
5H0`YN EX/5T. OR/dE ¢PPrPDACfi/ A/1/D ADDED
6 Oi4iYE A/°PRGL4ch` ow [Or 29 Br c/ TY
ll TOPAZ STREET24' ceDESCRIPTION OF REVISION
CITY OF RANCHO CU CAI
CONSTRUCTION NOTES
f--- (q, D. 25 a G . o.Q 0.33' d • P! .
Za-- Go T Gi1tZP bac.-T'f <8 G.t=) F tZ Gt-t'`r G Tt. 1. X03
O-- C't'. 41 tt 4t .c. Fla Gf C`r Tt'J. OR 'oto
4O— Gmilfir Pn Ir t2 . t= GR A -CSL}-rT s2 Pt—I cm -r sCle
yO--- Co k<- G1i-t2ac---r t ibmc--- Stat o rt--d G t7 -`-r cn-m . a5? Act
GOt Jv;<. v_'I rL---a te' (Ty
12 Co.(1i• Tof T tt-t-t' .. 5 u nr.[ u • S.I.
3 —CONST. O.Pit fIPP.PO.cy f 2 C/7y STD Nm .5 W ANDX PEiP PLAN /
Z:>P.Ession/ si8
17
EX