HomeMy WebLinkAboutRc St Improve Plans 841/1 Thru 841/6* 841/1 841/2 841/3 841/4 841/5 841/6A n
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GENERAL NOTES-
1. 41-1 ,WaFc1, S.4 4LG BE. OOA,95 /rV • AC6'011? 141VC` C/TY OF RA/✓CHO CUGAMONGA 12' ID! ieo
iTAN!GARO i AIVO 7hL: STAIV,QArP,O S1-4r,1/-/C, 4T/ON.S FOR F ,?BL/G 6Q/OR, S CONSTiPC/CT/Ort/. CLlR,p�NT EL7/T/OrV 5 5 3 '
7. yE COrVT,?ACTOR SHALL 8E 4,,0/l /t'q/tfC< TO T�lESE Sr,4/Voa;FO.5 ,4,V 7 SPECS.
2, Al_G �/P�'L//<Zs OFF SU.BSrRUCTURES OF AWN' /r/MD ANp /'ELEPr122114 OR 1-01'02e� I -Me S,.1V41E4 IYIETE45, 6' I t 4` - rd
L!4LVE5 F,/RE fYY%JR;4/VTS, c� r., _-swo/-vv ow Ivor SHOlryw aV THESE FGAf✓5 !!//7f//N T�� L �c/G5/7 Q� LY4�O �iG"- � � u�
L//iI/TS, O,� /N .F„O�TAC.ENT ,qRE/:,� �,c.4'E ,,�Y/PRO//�i1.9,c=. ✓7" /2lOr?.0 /S 70 ,BE .ODNE � A_ .,, .e3E RE�f^10!/ .:..,.e ^ _ I ���
0/4 FeFLOCgTEO As r4EQU/RELi e9T NO COST To THE' C/TY G:'- 1434( e-fW CVCAI.u0A1S,,4. --
3. ANY C0NT,C4C7_0R /`'Ei4FDRM//UG Gi%r.'.`:k' ON THS f-i40TECT` Si/ALG F/aM/J_/AF'/ZF_ fir/lYf.�;�LF .WITH TH,�•.?/TE' �'!
AMO SffAL/ 8E SOLEL Y f--_SP01VS114LE FOR lAlY OAMIA6e TO E- r/ST/VG
` 9$.. E/QC,CSEY�qC,!U/rLGrRTT(GC/SG/Y/'4OiFif/t %RT//1ttL%`f//1iFEOColt!EfNlNE1✓E'TGIGrO/A'.CN.
/G�.EMO/ErAPVR!TES. d.,T .!//rO5 Nf%7.E- NE �h,Q�Egii�t/DKRrY7JENL�T/YTfCardrTt%f">/ET,'S4EL/GTC/.GDC.✓NU!/f,^?s!/TcEi'T5/'.EO,//4dVRYCP�tL/,. E1S,B.ACO'FF/,L4GC/,L /TC/OEiS,AQECsTf/LfiTGiE Y
/.
�� —"- TOR
IA_
04 /!JO/RECTLYFH/S Of'fAT/ONROW M27- el6wowN O,(/ Tti, AFW42Z �3 � 0.3TffNEQ FfFoM THE C1TY OF Romle'110 CeICAMON�A LNG/VEER/NG Dzi>-TSC METYPICAL 7
,-0 AM, COIvsTRLICT/OlV 111? LN C rr- OF R4CHo CMC4",?MGA 4A-S4Y6W7OR /'/611T
—( I0
5. ALL 6R40_ STAfES SM/L BE SET _RY71'! COAv7l,4,rrol O!}' P41lfNG STAPES SHALL BE SET .4T
EGGE 0/7-IAEEMNTP14-11if/N G20/ FOOT 0/- 5L&-G?A0vT cl_-rV4r1,fW 4A10 AT
i/'
uT .44424E" 714AI SO FOOT t2V,.A.O/.//i/f5 t/rE.D BY C/T
6, AS Mz50:0 9T /i�V4�ED 04 //ERT/CAL
6• ALL G.9S-//OvL- 0,-,- UT/L 'TY LA7ERA4J, O,7 CROS,'IMSSHALLE, T
,8.� COA3:7OkIC16_
7. TESTS' Or
CI?06/Vp 41VO !LL SHLL 6FM4T ND COST 70 Tl/E C/TY 0,4 RACHO 1!2
THF%'<F l/!/CL
5B/T%ESSSA
C/T'Y ENG/lUo C-_ FFOv- A,'P?OI-AL F10,- TO THE fG4CE/9ENT O/- SASEM,1/Q/
,O
11�
I 7
OF 1`4k'r/v, A /IATER/AGS 5114ZL BE TO T'-5' 6/7-Y 26
COLI
.//STING ,9LL TETS OR .OETErrrYIINA710A1.
CO'VT�r�✓7- 4/G0 6X-e4,SAT/ON OF ASPHALT 40A,29 R/
"v7dLLAT/ON D= AMY zW14W-f, fRSFl4LLMTQE
L/S7.-1b;5 4LL OR 7-0
SCALE N
255 W ZS
A,VA/- YS/S A VO SAA ,0 F46r/I/AL_cA0- CJ A6GREGA7_W' BASE, 14 27
IO. VCOiS/S, OOCY ATE/fEIZ0 An --1
THE SUB-G PAOE SHALL BE• PREP,4 4E0 BY RErti/r7L./G ALL AE•D dE T.yE a
3418-6.4A06 AA,0 4LL VOLOS G'R bFY?/�ESS/O/VS u' AGG BE ,'?rCLEO ty/TH 4 F/NE GRWVr e,O A44TERIAC 'Z` 5 �� 2�
A !lt/ALJTY fjETTER THAN T//E /✓A, %liE /YIATER/AL . y 1 I5 - '
PBP"/i L7- 69A/C,?'ETE /S 0 _9E PLgCED 491V SC/B- 4'A� ! ` A SL7/LS .STEI?yLA.•VT BY - gFI - ;MERCED CT
THE -A. A. frig //SE UNDER A.C. Wo PG C, sHALZ Y �E C/N/rcu.4M ,�1PPi/E,O AT THE tY14i(/UF4 TURD s t �--
RElOr1i1N/EiVOED 14.47E iFDR. T115- FULL P41/EMEi(/T ,GP110771 FAR/OR TO `'4Y/!t/6, q f
�.` T/.yIATE OF 0L;41V717_/ES 1S ,�i401!/DSO FY T:/E E,f/G,fNEER ONLY FGR 16
7;S�E CD.I/!/EN,ErVCE OF,TXE
L7<</� L_oi ER, Tip CViVT/,?�CTOR ",4Z-' M.4XE HIS Dlr�iV OETE.P�!/./,gTiDrf/ OF GGavSTRUCT/cam/ QC/�WT1T/E.S 23
12. X ` �^
BL i�O?E SUBS,°1i ;? ,•s/G 4O/0 , AA/Y /TE/1�! O GllO4<� r4EQU/I�EO f�Y Tf✓ESE /-;' �WS dYH/CH /S .4/OT N 1 30
SPEC/F/CACL Y L/ i EL7 /N ThE ES1-/117ATE OF Q1L4NT/T/ES 5114LL 0E AS /NCL[lOZO /V 3
TiHE f7>/!ER ✓T�� r�s O� lyOfs'K. 17 22 J 32 31
13. STREEI S/GN= t'Fi CITY OF 4A/f6*110 C1_1C,4"01 GA 574AI,OARD NU.ULBF,4S 40/ A&D 4e2& S,11AL1- 3H 0
COrr/}TiQUCTEO V- NCH !rVTERSECT/O/t/
14. CI2 \ J 21
W
TY {Pf�ROYAL OF rPLq,VS G7CE9 ,1/Oj REr/G yE Tf/E CLFYELO�ER Fi40,t�1 Rr_S�JN'S/B.rG/TY FO,� Tiz/EU
COrPiF'ECi%Ort/ L7F EA404' AND OMtSS10/i/ /�/SCOIiEREO DUR/rvG COrvSTiP!!CT/O.;! UPON REQL/EST TXE �� 18
RE,nU/rPEO P� q N /?E!!/S,'ONS ShIALL BE P, 40/Yl/'TY S//BMfTTEp TO T,iE C/7Y E NG/NEEF� FOR !IP'
9,Fo1/AL . 1 L , 33
a. ✓iI/DR.Y 5/7E ArVO EXTIX'DR Lcr 3E /N A !+/_FAT CLE'y, ffg2ARD .TREE, ORQE?LY -5,W4 19 20 (�
TH,QOUG�/OUT C�'NSTRUCT/OIV, S/TE SHALL B� C!EArt/Ep GPG�,f/ REG t/EST OF T.�/E !NSPEGTGF?, l I
F 16. COrVTAGT /'!LL L/i%CITY CO/Y/1?4,V/4FS AS r4Etyt//RF , 4B %>OU4S F'R/OQ TG EXC41/AT/OrV, i� � r _ -" -
LA VINE-
�-STREET --- sht 2 ---
.l1 10 19 I 38 37 , 36 35 34 j
CONSTRUCTION NOTES & QUANTITY ESTIMATE
'Sl-l� �x.1Al�i�r1`C'1� SlS�V111. 1-�Yi�xj Pk'CC L`.?F1�o5ClIJiL�"�'Sc AI.Ll7 ll�ct7 �_i'� etc«N.tT,' ���-YJ fX�;irj �i-12�C�fc-.� cx.�C-'
-C7.1j �'�i=�� k(or- eX� L4-ao 114 Au`( %A-f Fob Exntol1, 02 coi l5r'>_4 Tio t7 Sty L- e r27T yrc f c� l51PJIl J'i
OF T",:a Ce I G { S� ACTtt' To ;'Rc��f l ih2 ' �'� l VS, Owl l Q�Atjz-cTlfG�a Fog P 1+7r,_ I I �a A4o coi.lsT,wo-r : - VLwXbso{ , .
Gol15T, s" a•�. otc 4"Q::'.
��— GOI.jsT 3" cxCt'-Pr � '�' CaUT�•�- t'f�- �%tT`( STYE. Yat�c�. 1.jc�, jio'.+_ � �� q25 L.F
30 - ca+i6T hl r� G rlcz K P 2 of ~( e o. tn\.k)tc r - . --P to _ 2 F
Q— col%l . z�n 1��a clTr grro. raw/ . •Tito _ __. _ -- 40 1�•F
�j --- GO�.L `�'At,t'JR�i� GCO C-tU.TT�ce._ •♦<. r-m-( S5Fo. r_1`ti .. t-o• C6- -- 3, 145 *.fr
-> fo f-c . 2C,G�t vvibt TiA�_, tJ�IV{G AC'l'G��CN C Gl [`( STD. lG'AfCo• I lo. �(J5 X=3' �/=fa) �j� r/l�t r/.l
I I G51 �- 2fdcT I.LaMr,: *vz a rw- c v-'-YJ. tows , } C, 43 1 _ _ Q rA -
8�— t1.1.5Tr.Ltr -,Tor, SIWt,I..eav- cl`r`r.-_To.. t:>Wat. 4o$_
(�--- 1l•(-nTA u- eima�-r /6 E.4,
Pff �t.O 15.W(, �elP�fe.
t1 -- r.asT. 7.5 ,t e.G.P (/iao )--- --. -- 2h0 L•F
hi Goaer. -78" �.c.P f2Gs�D�� �—� 35 �•f.
1Q - Coi1/F17- 39" eX---f• C/25c�-D}- 88'l..f
~l, - - eAf,JgT, 24^ ¢..G551 t.•F.
t1 _oavr- ie, ez.f' q(o 4.G'.
Ib cotl 77. IJ OoL.G Tyra Al'Vf_-L LIT`` sTo- O\W6t. 4.6. rato
SPECIAL NOTE fr--RnM PRIVATE_ ENGINEER TO CONTRACTS`
T`I'E CONT,?ACTOR Ab;s<ES 7h'AT AN5 SIIAGL-SS41A7E F&/-/ AVO CGv1P1,E7 RESpo� S/a/G/rf Foe
TGy SITE' CoNO/T.OVS T.YE COU.45E' 0,- CGWSTRUCT/O/J OF r1-115 l.V_ e.101AIGT//F
SFIF,ETy 0- ALL.-,STSOMS A, 'O APOiPE4TY ) 7/447- T,4/S REQt/,rRiNJENT S,4AGL A4 -LY 0VA'711UL10[/SG %
ANO NOT t3E 1.1MIT•c0 I," iVll l-1AZ /lOrPX/NG HOURS j AMI IWAT T//E CcN �7?,QyTQR .�YAIt ,LJE,�:EI✓O
I.tiOE.vIN/FY, •4440 OWA141? AN4 ENG/n/EER . 4MI 5 FiPc,N .i+•°' AR/iAGL LiA/3/L/7-Y
?EdL rJP AGCEGEa, Al C0,4i1,EC7lON W//7/ //E a- Ma -A- 0,V TNrS F417T CT
EXCEPTic/G ,FG,S L/Af.3/LIT" AR/Slif/G FiPOn.% THE _So,:E Nf6'L,rGut!CE Orc' T!✓.E c?tv.%U.E.P 2G-' FNGIN.EF�P.
Th'E' QrldNT.fT/E'S SF/�L::V IV6A_EFOC/ .,LPE ,QPfi40,1'ffi;4TE FLUrO US,c^c/3 ,�Er 'i/'- A,UL' e01V0
O1.ILY. TH.ES'' S11ALL NOT 15-6 USED IV 4AlYl AlAY CGif/STRGGT/G: 1..Z'Y
cH,A1G T,UE C°?NTR4CTOR�:S f2ESFYJNS/L3lL/TY 7e PrPOtIOE F04 d!-t/.f/ QI/.GNT/T✓E.:' �R'
O/,4/6 AMO) Gl ,:'u 7,C't C7'iC^..' i�U�PR sEs , -
'10 x
REDUCED PLANS
O 1 2 ZI
1+t,,Ltt'''`
L " IINCHES ON ORIGINAL PLAN -
11 cotj,.if , GaroA &A to ll� I flc-V- clT( *\ lC - 1,40 . st02 4 fin.
l/p1--- A _;Vo. r3lif6.l.6• 905----,-. 2 rd-1.
22 coa*T . col r_ cot 2 P 'rXcTA 1 L ' A' *V�044� off, roc 41 • kk.D • 5
9�---• Gol•!%T • cot.(c . � cis ^ � t`� s? . r�'Lc7�l �- ' g' `�l�vl�{ c�4 �t�'r. l-lo . 5 ...-_ t ice:•-�
11c\1JvJ of cur I.Io . 0 — - --
z5
26 Ca+ �7 t ice- c"gP ENVY /�issvP4r� P h� STGr L vy-, Ito. 5/7 - - /SOD
21 LOt,ST. cSOEDear.//�sT.u<ario✓�9.ai�Q SB.cRC.O. s.G/B�-f!_ /Y.
----/.YSTALG
.+%(/N. /,TE .A�OE.2 •S?',PE>= fr T,2.�=-� --
--- ---- - ''`��.9.
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ccxf�• Q2tt �.c.P ' !�� lam) .-� - --
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GOnt5T. ��o' �.e. t? (IZSG D) - — - —
46 L F
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l E
VICINITY MAP
M? SCALE
KEY MAP
Chany� z4"Pc.P, 7--
DESCRIPTION OF REVISION 1 DATE I APPR.
CITY OF, RANCHO C►JCAMONGA
T!TLEE SHEET
TRACT NO. 11606-1
TRACT N0.11606-1
APPROVED BY � / � ,/ DATE 5�
CITY ENGINEERS R.C.E.N°23889
DESIGN TK, AACAL ENGINEERING CO. RECOMM -ND D
1900 E. LA PAL,MA AVENUE Fe f �
DRAWN ANAHEIM, CAL; SHEET
RNY.J.^ 1 OF r-
CHECKED R.C.E23 6+7 DRAWING NO.
C.' DATE 3/t! S q FILE No
saw
t
G4-llZ, °`L7f-�•t"G, GC>>L. Gllt.VfcL_'.T NEAt�•/Ac.L @.
1-�.yf. Cot, 1�A/�f-I• �• (�
R
r VG G . 4z.41 My Tp G Clir i
to..N° S UfCutb f2•�°74
y P EX, GNU, AT PROP, CURB .-- � � J
N' LY, "FOP OF CURB PROFILE 1 n; N
� EX, GND, AT PROP. CURB �' e[ � � � ''..-
ZO'YG G=-z41' 1 W'LY TOP OF CURB PROFILE �' 72
�y u� ul 1, _70
-_-q>, of my m� �� `�� :!,° 58ILA
2aa�
58
✓ v c5 rri�rir� ;e
56 � � ��' o° cc , V 7, 4l.00� N g N • � s � � oi11 � 1`
+nn �?mv _° .`° �� Nm �, �� 8,ym EX. G.ND, Al I ,. 76
J 1 .mn
N K p 1 1 0' r ✓G iA /4 gr4 `}r�N $ _. OIL S
O O h Ul p n r, h Ifi N N A!64
L-6L=-0-567
• 4
, '. ' � �, EX. GND. AT Ck
52 z.-Ire w P• 62� D 72
CENTERLINE PROFILE IZ
t = �� /110
CENTERLINE PROFILE
� 4Ur VE: o o p � � N ----- � � �• o
60 60 vw r? CPI,�ro�:2¢) m /0
st lP•i=52.67) a� upi " * n- ` wcps
of
^_�--- cfl j --_ � m 40,VG.
58 m w _ __ m v, 58 58 - -)
Xr f z?'/ S N -^ -� m / t j N - EX. GND, AT PROP. URB a Frr�rir kjoll orb
o
p`l• p � � � r�,� �m � 5� � (lm g� � :.� G-4J23r V
56 m v 1 4 $ m h v 5 �' oz w` 76
� I]?
ul F
64N� 74
o•- v EX. GND AT PROF? CURB m o o I
ut a yao�. v u �� d-2•� • 1372
52 °sop' S'LY. TOP nF CURB 2 �` &2 ; a g�-� -� ��9 E LY. TOP OF CURB m y w� '
PROFILE
�'v 4orV,c. PROFILES 0 o - $° � ��' � o wlVr,. I `h
p.I sz;aa lPl:-szs�) o m-- 60 60 70
8d'I wi - r. 68
58 5
Hof 56 ti -� a -r N cr 56 c 42.4r N $ N g h MI5 +0 2 �o'I 64
O m h SIN
m II 64 Id
S0.90
52 - L �
R- C1.5b
62 .
GO
58
PROFILE SCALES
HOR/Z. /„ = 401
VERT. /„ 4 ,
0 I 2 3 4 5 O I 2 3
V\NE 51: 20 21 22 23 241
Q SEE MFNDOC 1NO PLACE / SEECA� PLACE SEE
SHEET` 3 R/cNT i
37
�� � 5GA •1 a G A.•as7 L-7.?.tt7` L_72o<
QIV
VV
01
15
35
iz -1
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33 32 SEE SN
"\ �\ % MERC
VINE SS, � -
3 > cv:T R,
\ OIG G \p�1� m�J 31
��'rl 1 40 � I
Z539 38
,
W1} �00 1 smY_
V1 LA V I E STREET
I; C'�r^cue �el�e2
I-
34 X
REDUCED PLANS
0
I---3 INCHES ON OR(G1NAL
sE P� iEROE G-I-/-� E
CONSTRUCTION NOTES
Colby(: 5-' C--tao � ?1{° laclTi�2 Prc� GITZ` �1 h. Y7u/Ca. 1(a. �3
O- Cc�u�T. �It:h'cv.!l�c.K• PrGc2.. crc�( �(�`�. I�kfra. 1:Io. 310
`�---/ - CG>I?,�../�. SPAV1i��-L � GQL� C-t�LIT�- 'F� G1T( �aTt7. 1�uIG. I-�• �?
�- er, l2T. v-tgial iw.- vizNe ar'1a2oc=+4 m-la. -tTr sw, LTt. 1-6. 3j05(K/va,X=3
STP_fc-T "t-mo 's"Al,( FIGc2 GtTI' STLn. Y�V Via, 1Io• 40)
-- {Ifc jpLC 5t� t_.iGt4-r 58Yot3. aw,!I ,U.
Jo II-en-z'u.., r3A eicon f crTr vvv. t>-acl• 1.b. 40A , to �5WENr 9::
4 5
DESCRIPTION OF REVISION DATE. APPR..
CITY v RANCHO CUCAMONGA
PLAN AND PROFILE
LA V NE STREET
MERCED PLACE
DESIGN T.K, AKACAL ENGINEERING CO. RECOMMENDED
� �
1900E. I_A PALMA AVENUE
DRAWN ANAHr'IM, CALIF. 92803 SHEET
RAJ. 2 OF-_4
CHECKED R*C `•z'3b47 DRAWING NO,
Cif DATE FILE N" 8/
t3�ct�Gl11.MA2k ►L 97
al t.lo
f,./, R6v432 o 73, CI
fp "° to Z Ix Oe P
r.. � � � W � {
I
EX, GND, AT PROP CURB. J MN r n x l.00
2 --
M t4 N 0.1 P , ni
W LY. TOP OF CURB PROFILE eu --~' \\\.� `�
�j
/. I
I V l
6r i70 Q 5 k Zr 0
to
EX, GND. AT
=r
CENTERLINE PROFILE N '
!per
00
(P.L = 73,!/ V ai
kli
to
ri
o N o N N p EX. GND. AT PROi? CURBn^ r
" ^ r¢t�o
=!/i " E'LY, TOP OFCUkB PROFILE— '.! mII y
I
60 --'70 AV70
55
I m _
PROFILE SCALE:
} VERT' I" = 4
1 2. 3 5 6 7
CONSTRUCTION NOTES
QI
5Go%,' 1"=4:7' lO---- cs�ry' ssto, aulc�. �o. �3
+� }t p 5k. - .._• . - 2�--- ��c�r. gf� ucC W diUTrla7- ,
+ Inc, e. Oil Lot-(: �Js4�G^t./lsl mr,-� .cirf 5 Y wcl. lfQ. �Jl
LA VINE ST. I d N 2
SEE SHEET 2 0 p�� Co 3 4
5
�
• � I � I a, 1
`v f
lb
q ��a• Fa �o�s
a
tILI4 0
Y. � / Rai•. �•
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SEE SHEET 2
I I8
17
16co
ro '
15
MENDOCINO_
O
ln�
T
A
R
G
T
A
/9'37 3H"
7�8.•DG'
2�5. 95'
!�4_/9'
Ci
S+�' DO'"
s.d0'
42.¢/'
27n'
C
/9'3T ''
G� 2G '
233. 2'
117. 97'
E
�-f334"
7ooDc'
.25.3..22`
,r,2�or`
o
30 X
REDUCED P'ILANS
0 1 z 5
-t1,,,, i"- + `fit-ulj-L-
3 ifv" `S ON ORIGINAL PI-AN-1
1 A• 1--- GOtS57. PCC�.� 2AMf i`{`c2- GT'j' �aTY�• CN✓Et. {.jo, Flo '.
S� , Q�51 YJrcl l T'IAL YJ2 iVG n2o4c� 1 t2 C4 SY STb, bulC� . I b. 305 (�w°/6i x=3
m,5- 'u- STvr--GT O&mrc SIicq . 1tQ- -kv*Tv, 0\wc--c- I la, 40,1
/ 14-5 FAz,C. 5T V-r-- FIF L 1, 5; W T le L0,,M2r,V, .i/f��S K
6
v
j a VICTORIA ST � o ;rp,g�'
J 6-O?' SEE SHEET 4
I
o� 4.1 'Vic,
v, Q I ai j1 32 ah
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02' 1h3�k
_
;N
URc IMPROVEMENTS
Q
Q
t
m
14
13
12 1
11
PLACE
\Q
`4t1 r _ Tr- F = Tom-
;
I4
k3
10
�1 6
I
DESCRIPTION OF REVISION
DATE
APFR.
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
MENDOCINO PLACE
BETWEEN
LA 'DINE IT. AND VICTORIA ST
TRACT NO. 1I606-1
AF-PROVED BY a
CITY ENGINEE
DATE
R.C.E. W 23889
DESIGN T. K °
AN AL ENGINEERING CO.
1900 E. LA PALMA AVENUE
RECOMI ND
-vok
SHEET
ANAHEIM, CALIF. 92803
DRAWN
R.C.E.23b47
DATE -3/+/S4 FILE N°
CHECKED-
Gi5`y _
DRAWING NO.
b'4J
r
r
t
z
Ve45td MAV_K LL +7
W LY TOR OF CURB PROFILE
t
V�' _ e .YI-�'a3 L ,2a✓ 25.98 `I/G �` 399G
L-4.2../ L= 2r�l' P/>jPl•70:g1 C-15 �1 ,(v, �N LY, TOP OF CURB PROFILE l9�
EK: GNU. AT PROP. CURB- V''5.-st
4��.cpa0 y.r 5
j � m v ,
50 v�
50 50
QL m oas, m 72 �n 4 �—
v ' 1 r `i 6 • w_ 4= o. a / Qfoo-559cf; a Cl rav 48,0 c 5
O `o f
75 75 70 70 om
-L
EX. GND. AT P 01' CURB ,
T l: R n�o mac, I
re G•
t'r r rPi 7o.33j CENTERLINE 68
PROFILE
2cY CENTER LINE �-' ; e ra A
PROFILE y I, y EX, GNp .AT
w!` \ Lateral'
4-
4 EX. GND. AT �ry V.O� 0° '. Oh +� r 53g0 "olsheq',-t, fIree.overS,h�,u�'�� IDEN ICAL POINT 72
2 72
08 ram.% W5._5!.f5 dr: (d %9
+ �I HGL
=-F2s • lr�.:a�L75 70 p �. ``I 70 _
j ,
=--.d
R:4.18 ,--5'LY TOP OF CURB PROFILE 50 50
S°LY TOP OF CURB 'PROFILE, P MOT Y 6g S a I
L'41_93' 259N.'I/V L39, �
U, L¢A2.'4F L 424• PF70.glV
I 03g n
v I 1y
EX.GND. AT PROPOSED CURB
19Sao-,
72 h M�a an 72 sro �l
• I,.•
7Q-0•�9�'�flay. � - 75 70 70
40
40
6$ ,68
EX. GND. AT PROP. C ,.i'88
�
•
ecn_ef•25.95LF Co>as.4I'o1 p Cirls.a5.58C.. 47,51L
lPa"R.Gj' f125o6) 9.4 AC {IIOGf�i"I A2"R,E..P. o25o 'D
Q�,=59cfs QjL,)-1L8cfs Qlw.598cf5 QIX-48,Ocf5
PROFILE SCAL
i HORIZ. l„ = 40'
VERT. it _ g'
Q 2 0 � 2 �
- m ui M; ndOG//JCa Mlace t IS
,o
a
J�Iko
N �
560le: x 1 40 �1Pp ; Loferc/ A-- -
27 2
FUTURE IMPROVEMENTS � �J - o
3c,' ,c�tCED PLACE /
p$ b'� / �„ 4 I 4.0 I 3 38
I� SEE SHEET s
10 , ''k B i Ot 2 y I •L5'S. p. Easemen{I
0 a m tiQ gLn
t8' t2 . i
VICTORIA STR EET
REDUCED PLANS
-3 INCHES ON ORIGINAL PLA-11-
___ °I � �' � �2�• .tea- � �
CONSTRUCTION NOTES
4
. � �1— cow �° a �. �-'�v_ 4�� �• �r.
11w
h �'h co ;rl T' fit,• �'� '/ o�1F _ � C��(. 51tY�V:l4�.K.. t�Gff`(��110. bVJI�• tom• 3l0
24
F �v �. 1 qh oy * ✓ �1' 9`1 O—(F7♦ PGs t2LvJP t GI (("C�. YJt �a • Fdo. ail
q0• > cot.�(•�c�,.tna�,�ce�n-c,uT�-�r�e::�lr(�rn.r�l�. t.1o.�
CsntSr P�1ITtAL rwvu aDac� ?at2 Grt(fi�•+1Gt• tJo•5 /v/�16` X=3')
,-tiiS i IIaM<G StE: I t GIi (STfJ.!�V/Ca.
LINE .0 su)fe. t I "=4d I
(� Strcef �afroning)
��f � �,A,JJ 1 �f �,/�� •�_ : I "' �� — ttSstt u.. ��€�( t,l�u�r C 5,�tno ucN,r�*f�) l
,�� U � r� a�sY sr, .nor . t b • aok tinc�Jr «W ti`('srn. 70. r�, , dc5
DESCRiPTICPI OF REVISION DATE APPR.
/. I �15 --cow, 2lr° Q.G•r• os1 -h)
� �I � so' _ I1 rort�(• Is" �.G. t? C I •Luo- n)
Ca I� •Maw-rr«'A'�r nvrso.t4•510 CITY OF RANCHO CUCAMONGA
+ � EE .EHEE7 ? e� eATcu fool ,1 � I Coe-GtT`1' Mtn • Iwo. too - oz w
3 t
ME21 60nf1r, GAICIA'&A''?Ito4 3 PCB CVry' 67p, PW6.Ito, 50 PLAN AND PROFILE
�tCED PLACE 32 V I A
Q— VICTORIA STREET
�I �� 2q �vNs'( 42"t2.G.R Cl2sa-Dj
a ` 32' - GONSr " G ° PIERCED COURT
�--- 11VSTALL 9.500Z-41rdIr
M�3 G695r- :9' c.=l•oori ev- To�nc' 'q Wit,
�f TRACT NO.11606-I
I Y i F R l._., F- n cnt ]RT cc.Gp_q�• taraTA CIPPRONG NEE VED BYD R C E K(p oi 885
=
Q
Ins
T_
DESIGN
N SAL ENGINEERING CO:
RECOMMEf'DE
�v° GIB' col
2�.c+�'
Gj2,gI'
Z�•
TK
IQ00 E. LA PALMA AVENUE
Qe�r, '! rerr
�G ti2' 12"
6�:co'
3�f• r3q '
2� �7'
DRAWN
ANAHEIM, CALIF. 92803
SHEET
R!rV.J,
4
8; 29'46'
27.on'
'41 2.61
26.8�
G a
�- R,C,E 27 A47
Or_�
CHECKED
DRAWING NO.
1�
DATE— S/1/9+ FILE t\°
:1 • .. F , o . .- � r I_ a I!`�y d.o_ . � T- - .� . v . ' '� e9 .. __ .. - - _
V _
t3El4mpa-y 14S -f7
GI-412. °t]�i hI•r�. Go2.. u�trv�'+-T 1-1��OWALt> @, �. /
75
O l
- Z
20' 2 I U ZD h I 10-50
-- —= --
.5
ago, c f 2 pinrshe�f rode over
I.
� rf+af Graia %
S�aP
GonS f. 1695 L.r !t`g"IZ.Gp a Q! 4. %!',QD
6D 5 a. /41 U Tv. dr g Scale 4 Qa
i 1Z O l
-Le fe ra l
v � � � 41 � �,h,a �!
--1 -- p u1 '� // f'
55 v G
I (II 5 _\ ,, N g
.t - 55
I W
tp I I o 4 ,V` m 2
50' vc.
uj
Eons Q"R.GP. ZU�DD
I
s` 323,9 ci!3
o / � Cons• 60" R.C•. f' f llUUD) 30 f..34 L, P•(4-
6
43 I
I •
G0 R.G. P, //0(- Q 403.34 L,
/� '� v I tk •+l�' in�5`.�73•�fS� i
,o
Grad&* daN!l�inf G� I,o,� _ . -
le Scale
._---' ( Cons , 98,,R.G•P 23417 G.)` (4.<o -5¢3 , s) i . � � HOI's , / • 40 ZZ
0/000) ,2 D I lloao) ✓erf. 1.=4, z� f
7 3 8 9 10 11 I2 13 /4 /5 to /7't s 18
r Alhambra F6/r[ za X2G Oc 1 ! ! +� I ; " % {<� �T t ++ / I I - aj .[5r'GA Y7Y G,' h0 4437
A
A 20/U 9rafc or ucr! o ° !8' r 1 r r-i -r q +` �. I — �
74 ro 4 �1P • a � , � N :?•U s� N ,
rz
� a i- � - ,
/3 c� f N LINE rG ° (see sheei-No. a fo,' plan and f' lfe) r'='to; --- -
I s .Q r, •. ` P -_ .' // LMp I o,? S L= 7'i V-4•r2'_
a ,•
'VENDOG//ilp '` f° �o °x?? 35' e_ ✓ /� Uf 86•gg ti �vlN
l ` `7 Pi I - 18
INLET DETAIL-- `—_ - ti �� U Jy
!',;)—,-o.� �^ /Z ••. .' ... ,-�a.so-e , -• ;_...-• —� � Ij
oCyr
L°4)/'
T
a( l2 J Fyrc c_a.
Ct t. df/ih G',B.v�c�'r'�'�%GYM �'n-ui/!in✓ r , , , 2 r \ i
1
%JLACE
f � � ��
LA VINE S T. N
Y'l!!!! `rc ca.'
I s l S
a to7
12 fuJri'_
DETAIL A'
CONC. COLLAR
6"
SECTION A :q
5. D. CURV& DATA
0
R
L
T
19°37'36`
&N..60'
237 73'
120.04'
O
20°43'34"
706.60'
255.39'
/Zy. /0'
4s'cx�`ao^
450ol
3S34'
10.c4`
16.79'
17, 67'
f.
CONSTRUCTION NOTES �a
Gonsj, �e"K.c.p. � rroor�7 '
Consf, 6a° R.c:.p. �/,gad
Gar,5`f.. 76
z%>
Gvr7a f rg„�.c. p �rz� o
con 6f. n-lionhole, Type A per city 5fd. 4)V.N� 510
Gr)nsf c •6, =+l n6r c,ty s ' avy +CrI �2
Lonsf. G.P> 31per G,fy Qd Owl A/'.504 ,,4-,A41eG'
zrlsf L'cvrc �/ra,'C✓er' IJe'I"tif +r�'r�r�vrr
c cr .,rrl !" x'rsel r>er /."cla!/ 'C+ 0"
Cansf �!r' ,eapG,er�y prss�pGfor' persfa'Dwy h+o �'/
cdn5�tCat" r?.c.P. (125o 0)
Guns,; lolef der 4611 h&re:dr
? Ie
U 1
!3 12 !0 ` VICTORIA ST.
3
m /� C� g� 2fi -,MCP � �g';G.1•, P. � /23 86 S,�'e..°
DESCRIPTION OF REVISION DATE APPR.
CITY OF RANCHO CUCAMONGA
P 7E
! MASTER PLAN STORM DRAIN LINE 4—N
6-n
TRACT A\10. 11606-1
14D (DESIGN ' RECOMMED
AN A1_ ENGINEERING: CO, d
TAIL ° f�' R .. 1900 E, LA PALMA AVE14UE
DRAWNANAHEIM, CALIF.' 92803 SHEET
OF cr-
CHECKED R.G:E.�3, 647 DRAWING N0.
CQd t)ATE /1 /s4 FILE f -
t
4
.._�;-�.r..m,.a,��:u�.,.�r,.,�.::�w„a:�-.:�.�s�,���..:..r,e.�"a:.-�n.�-m-�u�.z.'a<.�s=,..�.�:...�.K>.�::.:z�:-�.�._;�,��:ar•++'-- ---..
t3�t-t Mo V. V- g -1-7
6utz "QI'
4-W. coy•
&t-C-/, - 1op. .eae,
d
x
S c
LZ
c'•� (P.l =50.23�
l
q) `
Fl�lSh me�r
q
Ll
f y f%ilis/7rd�ljrvc�c
0•b v n� ---- -
"Zi1�
aV
y
y - - -- ---
I I 1 .t_T - - --- -- - --'__
�?
r
, _ - ---- -
70F.�..y...:
'elf
O
1 5 0.42U
I
y
ti�
1 `
oosa - i
r_
G21rb= 14.? cFs
60
ar'
GO
c' z c..�� s c
�e,4u•F„
Mile Wlle-'
Q Cel75f 39'l1.GIC'Izba)
Hoglz /N 40'
54. l5 4.
f
VERT. PF = 4'
LINE
" B
LIN "A
21 E 15 14 13 12 11 10
ED pL
15 f 9;5.13 Enc!
wild 1 15 %
04 Piebar20
"hlrtdr X td — L I ? 33 I //
�g'� 2 57Fe( S�iGh
- Wirth 3�8"elf /5-f 70 N E G.
l
o_
of
i E-''a VINE >. � l ST
DETAIL 'C
CONSTRUCTION NOTES
17
{--CGWST• ��97�.�/8�:�/N '�ri "s"n
-�GWST. 33 NAP. C.R !/7� O•J
--G�O.v"T S'iv.E.i7r¢AdY /N�7�1�✓_ATlON I�ET.4_�•L .2 �.B:cF•C.O. S..AlB 7A
i
!
i
�I
1
30 X
REDUCED PANS
2 3
0
•-3 INCHES ON ORIGIAAL rLAN-
�-- 5form Drom Gu
Li go°odm
n a6 -5'
7 • 22.5o'
i
3Cv I 35
iI
7.5
!
Ag G�
s
o Q
i
I�
1 4s
01
- I �
tfiAn�el I`
I
Cpns� 7sf" l Caps 74f C('
ER 35.53 ; tFL•4dLF
Q!Oo = 19.167j Q loo " 19.1 e f5
Laiara15 5�? 14.0t86. 48
(LIn2 16)
7.5
4'-5
,S
1;
i J � I �\ If Cf/dt:�' fl�E �� �f"/�CP'Ta ,?�'�t%f ,��0� �° r?i =3`� �-✓�`.�o 'w�7a/c31r
DESCRIPTION OF REVISION DATE APPR.
CITY OF RANCHO CUCAMONGA
r� PLAN AND PROFILE
STORt"vi DRAIN
,bra -y TRACT N 0. 11606-1
APPROVED BY A l; DATES z
-07 CITY ENGINEF _ R.C.E. No-23889
I
DESIGN AN4t"AL ENGINEERING (:CO. EClaw
-
I900 E. LA PALMA AVE„NI -'4 &.
DRAVft\� ANAHEIM, CALIF 92803 SHEET
CHECKED a R.C.E. ;G47 DfW-ING NO.
2 DATE s/; /84 FILE W—, 64/