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LA RD.
GENERAL , NOTES
W
'THE C,IT'-l( OF RAMCHO CLICAMONG^_ 6TAWDA�ZDG ly
IIII ACCOIzDAN TH 'THF-SE. PL^I%J'51
,!;I
W I
I. ALL W0914- WORK WW5-rFZIjCTION CURFZE�WT EDITION. THE CONTRACTOR .0 Z,�Z,7
c,,,pECIr_jc,4-rioN,& FOR PIJ5LIG U, q
W B: W
AWD THE STAWDAV-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"( lop
5HOW" 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
-T
aqV_A,/, (f
T_
CL
e�_r CL
r �,4rj, VX�Q(I k 4 CD
Ato
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:�InIA6
60�dTxs�-r ts.L-t- CON�S*T. INPROVEMENT�S aw"A D& ORIVE
I? 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 FOR
=HAL_L. e;,F
REFCAzr WrrH _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-ry
t\AAT- C-_-�ZXAL_ Of= A, G:LLA
i5F_TTeR
Ow A de>OIL��
en PL_ACar_> G�
-rHEF- mp"UI=ACT 4'
9:
LINDER A.C. 4WD
THE- 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 lr�
Ee;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.IFICA
.OWTRAcTop, 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 S
'rION- 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"E
to. 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 W
24
:3
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 �13
4 ,�&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 To
9
7,
Ito
-ro.-t-40- so-[ V
C�OWST% U"DeV_Sj0C_:W,6.LY_ 0
2.
to W
tot 16 15 14 13 12 11
7-,y
45 ZV-1V57- 961�9_0 7 '
30
e Z17 10 29
42:�N) &77 '57-0. _45> I
0
7
�XJ,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 PER
CC)NS
I L FC--H ce-,^ rep- C,t T-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%ff
0 Iff AMR
E AV N IL
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 repo
,3 t cky jronom , 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 UUAMUNUA
6 e 6 ev-,6 e_-> 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 �)QCICM9
contractor'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'-f
\A 5 V- LcwtA6yNQ
ructi on purposes VICAP N CN fI`0'0. C, 15 6AI, IS APPROVED BY
R.C.E.No 23889
ER TO CONTRACTOR. CITY ENGINEE
SPECIAL NOTE FROM PRIVATE ENGINE
Co. R Oy NDED
DESIGN
GINEERING
AN AL EN
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 SHEET
PROPE=: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 OM
WNIE(:�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-
a V7- 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
v�
`1-
�% 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 l
ye
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. N223889
388
,i�tt � � Lug n��.j u s.•�.
q Go�lrC f� G• B��r^. t°; Gt eT�. }�� �i3 DESIGN R COMM NDED
t ,
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
ID
/ V S
30
NATURAL
GROUND AT
tv
PROPOSED ELY
40 40 60 CURB
8 ,mooL
000
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' I O
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' �o
N A = 170DI' � 7°" — -- L \ r2�
�f, _
N
T - 32.03' �'� ��, O L • G�,76' t2 = l82' t2 = V. co J 'o
I
L-
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 U
�p
- - - - • ` - 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 31
a 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= Pr 1z2 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 � 1 ra t.I• t�tz c t't- � �r n . 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•� r S . ' 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
r
0.
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 //01 vv,
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.b L = 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
8
n V 02 �
A r
70
0
v
EXIST. NATURAL GROUND AT PROPOSED
NORTHERLY CURB u-
\M`Gv k-
1110 Ao r 3o'L
70
SIT
L/2 = X04 meq'
ro
v
s~
a� o• 92 �,�
70
GA12Vcv-- mw -Z,
4
O
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 , :I
I �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 STREET
24' 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--- S t at o rt�--d G t7 -`-r cn-m . a5? Act
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Z:>�P.�Ession/ si8
17
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