HomeMy WebLinkAbout90-334_90-339 -,_ RALAVAD CANYMV RO40
� I
STREET/MPRovEMENT PLANS
� cOuvrrcA�AY�
TRACT NO, 24215 - 6 z
LAKE£[SAVERS - C
o
1 f/TYOF LAKE ELSWOR4 COUNTYOF R/YERS/DE, STATE OFCAL/HORN/A _
:�i01E TO RR7IRAC10RS: -YIE EXISTENCE AND LOCATION OF MY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
_ - • - SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY
\ - _ OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
SKYLARK ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR '
' Kk7-EXISTFSdCE OF ANY UNDERGROUND UTILITY, PIPE OR STRICTURES WITHIN
' yp THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL _
-IDUE PRECAUTIONARY MEASURES I%THE PROTETION OF ALL UTILITIES, ..
,,.:�•(. B r C fii% RIPES OR STRUCTURES,WHETHER S"M ON THESE PLANS OR NOT, ANY
I.ANYTAV T �- ILITY DAMAGED DURING THE PERFORMANCE OF THE FORK SHALL BE
j _ �OR REPLACED TO THE SATISFAQrION OF THE GOVERNING AGENCY BY .
I i CONTRACTOR AT HIS EXPENSE. I \
P R O P O S E D OQ y I I I I I V I _ E 2. Am WORK SHALL CONFORM To CITY CODES, STANDARD SPECIFICATIONS FOR
PROJECT/ ) T R 24 108 a Cu Bi UI I I CI I I p, _ l� w PUBLIC WORKS LATEST EDITION AND STANDARD DRAWING, AND COUNTY _
THE CONTRACTOR
LOCAT/ON q`� - i --��~ ""«v"°'T I V I I I} %I I T R. 24 100 I I I I FAMORDILIAR WITH NANCE NO 461E IT IBTAEDARDS AND CODES AT ALL TIMES.
TO BE r' ,
LEQEIID - _-_-- 3.- •1HE(7JNIRAC'TCXc SHATd.FATTEN THE CITY FiLBLIC 41OR0(S LNSPELTOR - N
I 26 8 HOURS PRIOR TO BEX.INNIN.ANY WORK. CALL FOR INSPECTION AT -
=SQ-- PRE?S7LVdl/LS4AAV - 16 i5 JB •7C5 27 19 —1�---� (714)674-3124 EXT. 35 BETWEEN THE HOURS OF 9.-00 A.M. to 4:00 P.M.
VICINITY MAP rc. aa=of caws Tj
o o Y THROUGH FRIDAY.
N.T.S. F.L. FLOW LAZE Ii 'J7 lO Ji Po 4. SHALL MAINTAIN TRAFFIC CONTROL IN A(SARDIrWaNLE WITH CAL -
•( 9 ; I i a r•) 3 _ A7 PO.y. I7 TRAFFIC MANUAL AND WATCIH MAN(MAL AT ALL TIMESD{RING
- _ F.S f3VSN SLY7FACE - ,.h-\el,, YI I _
D♦ ♦ O ,W O UCt'I(X•1 AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE.
' PRE?STREET 416HT VoV� '� ~ JJ 41. 16 X/ST. TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE.
--5-- EA7STNG.SEWER I W I I� tIA PI - ,SEWER 5. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE I
---[[[ EASEMENT
ET
ILITY C CESSARY�IES INVOLVED AT ATION OF ANY ILT.EAST 48 HXIRS NNTRAPCIORR�NOTINNING ALL.. 1-800-422-4133 UNDERGROUND SERVICE ALERT.
O//ANr/TYESrAfArEd AOWeA^STREETCONSMUICT/ NNOTE U/WT N 'w"/��avawc 2u iD >W J/ Jo �!V PJ 22
_ •��_ 6. UNDERGROUND FACILITIES WITH LATERALS SHALL HE IN PLACE, PRIOR �
PAVING THE STREET SECTION, IGAS AN INCLUDING BUT NOT LIMITED ES SFS$2,
- I BO I I �— SEE SHEET O. ♦ Ii TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES. 1
/ CONST A.C.OVER A-B.PER COUNTRY OF RIVERSIDE SF. /08,940 � I �
? CONST. A.C.OVER A.B.PER COUNTRY OF R/VERB/DE SF. 6;3/3 T. 1A�.M....�ST�REET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE
�' /J 40 V I - "l(EN AFTER ROUGH GRADING TO DETERMINE'PTO;EXALT SECTION REQUIRED.
NS - N 2 GU C N L.F. 2,153 B/ 6'C _ E -W D L _-— R SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 'USE
•'/ RIVERS/DE STD.DWG-NO.200 - STANDARD NO. 401 IF EXPANSIVE SOILS ARE EN(OIINTII2ID.
4 CONS TYPED-6—CURB PER COUNTY OF RIVERSIDE STD.
DWG.NO.204 L.F. //p i B
5 CONST.SIDEWALK PER COUNTY OF RIVERS/DE STD.OWG_Na 40/ S.F. SEE HEFT O.2 - B. EXISTING UNDEi(G20UND UTILITE5 AND STRUCTT 7 MUST BE IX7IHOI,FD
?7.2/4 ELEVATIONS VERIFIED PRIOR TO CONSLRUCI'I(XNS, THE ENGLN1 ; OF
6• CONSr.OR/VEW07 APPROACH PER COUNTY OF NAC4A'N.cmF SF 16.120 N 0'6 of P N tp a0 3/ sp l y
SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED
I
STD.DWG.NO.207 WIPER PLAN J 3 O TTiE REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS
7NO 209JZOOA G R PER COUNTY OF R/VERB/OE STD.DWG S. J,925 - y �` TTID TO THE CITY ENGINEER F(Y2 APPROVAL pRIQi 10 THE FINAL
- I ACCEPTANCE CE OF THE PROJECT BY THE CITY ENGINEER.
CONSr7 A ,
I - _ 2 �6'CL _ � �W 9. ALL EXISTING MON[a4•NTATION DISIRUBID OR DESTROYED IX1EiING
9 INSTAL ACCESS RAMP PER COUNTY OF RIVERSIDE STD.DWG.40J E'`N /O ti CONSTRUCTION SHALL BF.REPLACED TO CITY STANDARDS AS APPROVED BY THE
p INSTALL STREET NAME S/GN PER COUNTY OF RIVERSIDE EA. 3 - / I W \ !O �' �+ CITY ENGINEER. CENTER=TIES ARE TO BE FURNISHED TO THE CITY
1i 7J J7 7/ JO BW 6/ 57 QS 6? 4ti h \ I _.-MiNFER AT THE ca,=TIoN OF PROJECT BEFORE ACCEPTANCE IS GBANTIDIT
M INSTALL ST.LIGHT PER COUNTY OF A/VFNPAoF STD.Pwo./000 EA. /9 - W O 0 \ - SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
- N ENGINEER, TO INSTALL STREET CENPFRT.Irff:MOAA[-gIN15 AS REQUIRED BY
/2 AO✓UST MANHOLE TO GRADE EA. /O i B I c{s - 9 1'
_ .2RIVERSIDE CA. ORDINANCE NO. 461.
O/OBI t SEE SHEET O.6 SEE SHEET N.3 - (?v 10. AN ENCROAQATINI'PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK
/3 ADJUST VAL VES TO GRADE ) EA. 'S j`'N
DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT
N NO.B/O BARE/CADS PER COUNTY OF RI STD.DWG EA / 841E COT1RACiOR/DEVIIopQ2 �PROVIDE THE CITY ENGINEER WITH -
CERTIFICATE OF INSURANCE AND REQUIRED BODING FM PUBLIC
DWG NO.204 - -L.F. ,Tg IMPROVOa2U5 FOR THE TOTAL TIME FRAME OF PRWECr CONSTRUCTION T-i
CONST. TYPE A-B"CURB AND 24"GUTTER PER COUNTY OF L.F. 3,794 P R ® P ® a4' E D !SHALL BE THE RESPONSIBILITY OF THE DEVE[OPER OR(S%NPRACl'O2 -,lLY TO-
R
, _ - AVOEX MAP THE RIVERSIDE OD. ROAD DEPT., PERMIT SECTION, FOR ENCROACHMENT
CONST.CURB TRANSITION FROM TYPE A-B"TO TYPE A-6" _ ._'P R f ,� Q t PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS, ACID FOR
/7 CURB PER COUNTY OF R/VERB/E L•F -- - - - - SCALE P/QO' VT'II,ITY 4xYR[C WITHIN OFFERS OF DEDICATION FOR PUBLIC USE.
/B REMOVE BARR/CAGE EA. 3 - - - -
CONS URB L GU ER / /N FROM 6" O B PER ' V R W • . 6O• - R/W R'W ` 11. ~PRIOR TO(S7rSTROCITION O'NEW FACILITIES;14E LOCATIONS AND
_ _... ..ELEVATIONS OF STORM DRAINS AND SEWERS SHALL BE VERIFIED BY THE I C
COUNTY OF RIVERS/DE L•F 280 - ? {
CONST.S�UN T OUTLET STRUCTURE PER RIVERSIDE COUNTY Eq Z 22' •T6• - CONTRA= ANY DESCREPANCIFS FROM THE PANS SHALL BE Bf�1•ID TO €
O y, 1 THE ENGINEER RIMEDIATELY._ •i. G• B' d 6' g
C '} 12. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN G]
- - 6"-,,/MAM4L 6Y/T7FR 6'a4 B"CT.IABt 6Y/T
yR A iX0 6'L 4 L ourrAw 6'CT,109 L 6Y/T7FA 'M/" FOURTEEN DAYS FOLLOWING PIIY�4INT(W THE ASPHALT SURFACING AND _ B Z
"2N A/A .0 PAH_AENr I LVL LAME Z I A.G/SAVEAEMT ' Q7' SHALL BE APPLIED AT A RATE OF 0.05 GALLON/SO. YD. ASPHALTIC C
' W'CF 6-CF LVL LME EMULSION SHALL OXTURM TO SBurIONS 37, 29, AND 94 O•THE STATE P s
N4'PERFOO7' OPO 0.03' B4"PERFOOT -F aOP -
r.• .. / / 2x N4'PERF T STANDARD SPECIFICATIONS.
4"
ZN R
• .. _ 13 STREET LIGHTS SHALL BE INSTAL,I,ID IN A�4NCE WITH THE APPROVED _ M
r STREET LIGHTING PLAN.
�Pi SA7EW[LK BA E COLRSE CL41P14CTED SG9Gi4A0. SLREMLKI SL1EWpLK 843E aVUPSE �CYMIi1C7ID SX604ALi SigPWMLK "
TYPICAL SECT/ON 60'R/W(60'CURB TO CURB) TYP/CAL SECT/ON 60'R/W�36'CURB TO CURB/
NOTE) I
f7oR1IQIRAM/C0MlrAWrMWAVTEl sTD.PLN NO.: 10f TD PEN.NO.: 105 T./.�
_ - �r�. TR.24L76,24/39 d 24W AX L BE ROUGH GUIDED MOLLTAAEOUSLY4 f
— SD-FA CZ.ITIFS W/rMV rR.24AW,924/J9 WKL BE CaysrRUCrED d
SWEETWOOD LANE, STONEWOOD LANE, OAKY/EW LANE i �Lays07HROUSY&UaM
BEECNWOOD LANE PALOI/AR BTREETAND PALOMAR CO(/RT STA, r0000 TO STA. llooW PEPS°SAVG a`T/E TRACr$KL WASFACCOWP t
-Y TR.24Ll6 I" PALOMAR COURT (STA. 11tB0 TO 2 TR 24/39
15t27.6s/ R/W Riff \ 3 rR.2405
-- -- �� BUILTix _ - GRAND AVE. ONTAR/O WAY,AAD SCALES WAY"LL BE CaVSTRUCAED M"TAAL-W&Y.
y LYAKSTRLCT M7 3 AA04W. 'AWWAP Q6' rt" SF. 220 _ - ARIVATEENSINEER'S NOTICE TO CONTRACTOR'S
- CQVSr.ca M?./Pre R.C.F.GQ Sm OEM AS2CB/00 EA. I -. - B 9' B' - 77EEX7STENCEAAVLOCAr/aVOFANYL#ZERGROU47UTK/rYPAESORS7RLK'7U9ES -
6'CLA4B6 '_ WIONNQN 7Y#-SEPLANSWERE09rAM�EOBYA SEARCHOF 7A£AWULABL£RECAROS
3 CAVST.LOCAL aEPRLSSKiVAS12frRRCF-CA S7ZL DM LD2LY EA- I 6'UTTER P�� - 7_07WfiESraFIXA7KNOIWLE�7WREARENOEX/Sr4WUr/L/7L-SEXCEPTASVIMN
OAT[ �-AC PAVEAENT � � d� jY,V 77ESEPLANS ThE CQVTRACTa9LSRE0(iDHEV7OrAKEOLEPRECALlT:Giv;4RYAE-ASL{�S l
[[r./Y i/1f - SClw7LK I ( QgOFESS/p 7i7�rEcrArhNESur/LIrYLAIESAAVANYOrhERLA1ESNOr�Lcaw ra rSHOWN
AFE
L3X s =(�T� �— et�0`�W f��(2 ` 1..1�70 70
rlCU WW?OtML��Q♦-ANYrA ELWS�AdCiAC
CONST.4B'R.C.P.m-LOAD PER PLAN/ LF. /83 �y tv 'L, Qp TELEP/KNE a9W47FR LMLS
./ CONST FLARED L7MD SEC7XYVPER CAL7RANS S'TQ OMG A42 D94 TYPE EA- / WQ�� NF y� BA3ECOYABSE' , `a�R o Z �" 7WCQV7RACrCRAtWEES7HArhE.SKWLLASSUIESOLEAAVCW-EETERESPONSBEIrY _
A3 CAv6r N-SAPAV ZI. FeR 44,64MA(S SrD. D•Bf.�. 67 !�"so; sF 125' „� tF�� 7cr'D SXB6RA0.� - - 26928 '•Fav,Aa9 SYTECa'Ma'7rowsDue vc TlECb[A45E OF CQS(STRLCT�'V aF 77XSPRa/ECr
_ , ortuYVG•mes4FETYOFALL PERSCWSAADPROPERTY THAT r/LSREOLYREAENTSY/ALL
APPLYCQv7p"usLYAADNOTBELA nszI 70NORMAL NMMKhW H0LWS AAD nvAr rrE I
N0.C45920 1 rSKYLARKOR/YEA•331A3 D
•• - _ _ 11PJay - _1 CONTRAC7CS9 SHALLOEFEAD,NLSEALI YAADhOLD ThEOWAER AAD 77EENCJAEERFRAVANY
4C LaP Iq.yl.� * t � _ CIVIL _�\ i AND ALL LmaurY REAL QgALLEGED.AV CONN�ECT7aV WYTH nT,-E A iFORMANCE Q-mvwON
Q- _ rE'(1r -rMSPRQECr,EXL7:Prmra4L/ABWJTY FRW77ESOLEAC&A2DVM4FrtEOWT.I�'R _ L
k; Lu CROVS DE _. Q
BENCH MA
F OF CAI\F
BL 4
FROM TEE-AVTERSECT/aV a�GRAAD AYE.d CA4YDON ST. , REVISIONS: THESE PLANS HA VE BEEN REVIEWED FOR APPo40VED BY.•KENNETH W.C WFORD,✓R. - ) -- 4• i z Z
- K W C. ENGINEEE S, INC TRACT NO. 24215 SAT c
ALONG GRAADAVE.70 rWhVTERSECrA0N0FGRAADAVE.d CUWL14NCE WITH rtC APPRCWR/A TE "" _.
sr0AEM4NSr 77A7VAEa5ALALaa6S7YASEWNST.T07rE"TI " '� _"„• " -" CITY OF LAKE ELq ORE
w7rRsccr1av#77NzwrFAAw -- cOAD/TLa1CS a,DEVEL OPAENr AAfO/OR REGISTERED CIVIL ENGINEER ieo s RAMONA AVE s TE,a•01-INA.CA 9v 9.-,4 n.ran` .. �IN
') _ _ 1 •.- Ra40,ThEN SEQ4At ALQVG DATE: 6-or fe - RE%sTRATRON ExPFEs J-J/-gJ F+� _ P
f1RrFAR11/RQ4L►?TyAEQchg6-WI3''FEMCE TiSQcSU4VEY CYTY AN7 STATE LAWS,AM/N VE 6tEEN _
Ai49YERPQST. ELEV.I /26 00 FOUVD ACCEPTABLE -_ ._ ". _ _ - _ SCALE: _.. BENCH MARK: - OF G SHEETS
!�
T�...4, a .. .•... , - � ,_ ` s>EE-/EIEQV T/TEE S�,/EET FILE NO. I
aT"EN6•AMEER DA rE - - DATE &"IZ/A?) W.0.7IS-Ol FOR: F.B.
RONALD F.0?aAER P.E. RCE NO. 4I?89
t
..f4F.r7 i Ci_4J A/-Y
FZ
t 7vp ac
-��mnp-lnw nr Ak 'i V
11
1�4
4=4 =T=-
',r47 77
44 t
17 4N -A o
A A=4
Q
In 11
A
JTCUM
.............
7T-
-4-
N
*17 eyllim-zurw .46 PROFILE:
r HORIZ: 1, •
- 4�
'dwadm-Aen clawyn, .0w. //0' Z 7' 30 4W0.dV' _11.f.07' e&.4V' VERT: I"
ae.
ge- 50,7,
ry,%- W"-4-cwwf gw-4wo-evp-Awly~/Y/*., XrO AOPV.W�Wl 61 o9-
Sf'49 /0*14, Af" //a.ao, /5?af' f 65'
0-.1-1 S1W0WZA't4Lw1f OWYrr a Irli—IFS70e XW A""IV?#W/ 67 d?, J?' ae" r-411 cw if.10*1- e49"
_CVNr,-'nomr•sarn-'r'-r-T crawry,a- 'rof'o 0 aw f- 'e5 0/'
&awmr Ayr&-"IA"W
J11W DIVE. A'!4VJ
(i)-mum-e v,*Te--r eAswr/*n/r cawrA,a-ITIm-Inslae--TrAaml'oyf &,&w ti
it 'WOwA- - .1
0—a"r 00.1.1_�.r IV&II.W15L, QRO
clssif
cowsr,ct" mAwnav FRom rYFIF A-0',70 rYFE A-6'a4Ws Piw wiwry oF mviwmir Nj
AS BUILT
e-CONSr.FLAT 01174FT SrR11CrVRE PER RIVERSIDE COUNTY SrV.OWS.#0.305. w cmoq�o
WE Era 121699 R -1,149.3.9 f 8EECHWOOD LN.A. c:
clvk�_ A. I cwt wc1vv L A
qlF OF
Alr4erIF t/SVr ~,0rC11Z1,'1e SYVWNVOV LANE Ji
5,14-SHEET No. 3
0 c 41 40 ily t
_N
m F
? -5.ar 0
7 d If
65.00 65.00 90.0/1
Q 4i
00
IV 51f I Ae .53".-v4.
18 ig p. x
4k,5 1-1- " �11 I I
.45,
50.00'Z 60.00, 50.00'] 54.?/' 4.4
Ev,"to 44
80.00, so.00, 50.00, 99.4r RIW e-.f7f
R1w 4.
opav 7 65 60 t57 .56 s?
S.
to _ I �_Wllawlllma__ I I , I - I !.; -0 , , a 11 1
"P61 Ivr ' STA.looaoo r oEEcHw000 LN.
AMP.FAAyrMY 8EECHWOOD LANE
a ov M z
REVISIONS: APPROVED BY: 1) z
--Qf$ro- K.W.C. INGINEERS, INC TRACT NO. 24215
EETWOOD LAN, -' 1 .1''.
sw Vp- - I.
92- CITY OF LAKE ELSINORE
I? e4-
REGISTERED CIVIL ER
F
DATE: 120 3 RAVOINA AVE 841-t �Ml.U� M
T" SWEETWOOD LANE
APPROVED BY: SCALE: BENCH MARK: STA. 16+39.42 TO STA. 19+79.42 OF 6 SHEETS
BEECHWOOD LANE
STA. 10+00.00 TO STA. 15+87.73 FILE NO.
IL DATE: DATE AWY /MJP W.0.mr-a 7 1 FO R:LV. --,er11YL*74-j F.B.
C
PIS"
4E
- , . -I - - - t
71-
�j
71—
-4=4Ei44
0
-.MO 49F
t
Pam _4=
e7
a - ———-—
-A
IE�I
71
Eli
06 Al Air PR
HORI711`;�:
0 r
VERT: 1" 4'
ife.9, A5.0/'
les-M, NMI lew.",
N.40' 140 95'
STA. 6-7.9.51 f SrONEWOOV LANE,
mr,etr 14?- JIM00, /j/.Jet 46.7j,1 STA.13.1.9.99 f BEECHWOOD LANE 1
glA
M0491 Itf 57' 61Fvlvl
r _ 14 Ir PAL 1111
A.LlI..T
N eel ggo,47" ja?49.6v' 140.07, '
dWILW fool
all zlo.'Wl /0red, fv REEC11WOOD IN.
/*l e4' IWvI e6W I . SEE SHEET AFO ? kb
9010000l 25.0. 2 1 5.00 VEECNW000 LANE
4 am affArr NO.4 srs.Ili of
felt 4
55.00' 55. 55.00 101F.
Au
_tj
to g 14 5 air it • 217%
�
_'ru/&fxfw 3
ff.c
41 gy, 55.F0, 55.00.
A& %7 e.clr 11 Pop 11 -1
J 90
I ell .1 Ail
L
Z7 A5' J'5' 1161
8E_-CWWOOD LANE Sr.loo CAO
sr NEW I
0 00PLANE e.c.111 1 W.low oat J.1
smEEr Na 2 Al 'e.c.-T,
-COL'00 P MAR Sr'
BEECH OD IN. —A 0 AA�IOAIARlr�-
_/T '.4Y6 Ald-T.-^F17 Wf.4.C/WV/IW oil r
0 4
UILT
O
covsr. TYPE D-6'CUW PEN cowry a�AnERsvE sra Dm N.eo4. AS - B
ewwry a- am ZW&lye-oul PAL OMAR Cr. 26928 " r.,'..PAL S
s,-aovv/Yf -Of/ ellf'-f DAlm
• ZLWzr OF"T/fiW/?_vzW 91ra OW&W-0 40.3 RAS.
IFWM4�r NWM� sm/v tcw/r emzlyry OF Vra 0off'lye CIVIL
lq!F/r emlly'r),a-IyWrlrslae rWFESSIn4- or lop
/r/'vff/x5/a__ dra Iwo :*,a veEVISIONS: "
XWC. INOMEERS. INC. TIICT NO. 2 4215
REGISTERED bIT OF LAKE ELSINORE fW
cl
comr.ctme 6urrEn mmmmv FAum r m,,Am cowry or Avmmsm mouRa"m DATE: "rh GTONEWOOD LANE
CIV APPROVED BY: SCALE: BENCH MARK: BTA. 13+39.51 TO STA. 16+79.51 OF 6 SHEETS
IA"Iz, PALOMAR COURT-PALOMAR ST. —
OF C. STA.10+00.00 TO STA.15+27.64 FILE NO.
DATE: C(..Kr.ATEAWV /A0? W.O.ff7_071 FOR:m 4,elm-0,e7/ F.B.F
-OEM!
M ME M
MEMO MMIM
=MM MEMEMM =--- -
DEEM DEMMER 0 -mom -
mom ..Ml 0.0-wo IMENOMEmb 0 Mom mom
ENDED ...MENOMONEE nomommommom ME
MI Do
NODDED M.Mommm EMEEENEEM=M= INDOOR MMMMMMMEEME tq 0
IS
MENEM= =E@=M
2M
ONI, -1 =
-maw, 1--14
am 19 MEMO
MOM MHOWNWIfflill DOME IND
NOME
OEM
mom =0 ME MEE M
ME W MW
WMEWOMIRM
MM MM m=M=M=MmMNw OEM
M = -ME Momammi MEE ROME
MMM= MENEM===== --
9=9----- mommo�m DOMED
==
MEMO@= M M M�
®R M
M- MENEM M MEMM
-Ma
MEW MM
MEE
Do
MEE MMM M
'WOOMMORNME w MOR
ME M- MORE =El WE ON MIROMINE
=E==MM=
MINOMME
=MMM =M.mM=2-mlM-MM M=-M 0 MEE
mom MM==
M-=
ME MMMffi=MM=== ====OMEN=
E-MMOMON-mmuff ME 0 In ===MM=
OEM I S -
=MMM ===NNE= Em==
E ME ffl-M= E Maw-M -M
M S Mffi�
-ME Do NEW =-=ME===
Ell DOE- =OMM==M
MR - =0
MEMMM MMM ®R -=MMME-
MEE= -==Ngm
Rib,
IN
WERE MM= No MIRMIM I.-W-0
Mo
==MME= MM MM
M Dm===EE==M=E= Mom
MOMEMERNMEME NUMMIR"WEEMI M� IBM= M=
MOM mom mom
MMOOMMMME ME M M=MMMM
mom ME MEE MEMOME
=WMM M -M=
mm==E=E= =MM=E=m
M-M NEW
MEMO moffiffifflEMORMOMON ME
MO MMMMMMEM-= M ENRON MOOMEM=--mom
mommommoom R-EMOMMEMMEMOROMM "HIMOMMOMMEMIRMS momommm
= MM MOMm=M M�Mmmmm = ===ffim Imil
=0=MMMm=MMM = M = ME rp
r=
a
MWE MOM MEN ME
No Do
DO E
==wMMM EMEM MMM MMMM MM
EMEE=mmmm=0== -MMI=MN=
MON == -
mmm= = MEE
mal-MMEM�MMmoommo MMMNEmmEMM== MEN
lamas
�qlwjfffj As IWF-1 A=41
M��A
-1 d
-4-
E
=EEj
&GIAVAI
F.VW.W.A.M
In— ;wv
z
197W 710 c:
A
A
=1 A
4
=,jfflmg
MWE-
E =94 A )-rmsm--r wwmiu %7r-
*7 raW*VAN-7
-AARMAW Adr
]EE _W/
71__Ef 4-
7�
_-El
EEE
7E
A-
z
c:
ETE
---=4- -4--+�-j-
E E
_EA
zE HORIZ-1"=40'
VERT,1'-4'
=_4=
AVA�aw
4;mw WSK ow
A"W
X,9AI(M444 9061042 ffQg- Ae. 4
Mft~
lWWMA7Y Z#W
Z,
7'
r
60 eAwIl
6
Anox
LOCAL DEPAIESWON
77,..
c_
=,AZ�lv A 1 1,
�flllj_-m-, o ZhV,4r IL.?Ve�- - 11 1 9
I W7,444 I,'C114141 V,
r FOR -slcr/0Af JC-C AfIrm4agAir W172Y Cl*,175-M
ejWA,
z> .4-^eeQ; .4r4l6lX#W7d
"I iSECTION .6-40 AOr 7VZMlfeC 1,7
WAIN7EMANCE I % A
~POSES 749 '09 61 WLC&or . 3
74 73. 7Z /1, IET
DEML 'A I 0�
a Ar
RIP RAP Issm oR F�W CAL rRAW
cxll I rl
3-
n" 6L
SrA Lm w a
------------
A /0-N ON-
r-AW
A6
�70-
A v
cb
AURW 'ca 14
tp/r YZ.4 RH PRIME A012 4
rr4.OA90.00 JAWMAWY AWY 40\
ov
!TV
ev,,wb7e1e"r1o1v lyvrev-, R?AofESS1
(2).-av5r ryw-w,_w cellne eo-6r/-,rerr,,�/r ew*v/ -1r1v_-1rs1m-snaeovos g v
A BUILT
CLASS 420-C-2000 CVA0WrF
(i�___caysr lf1W-lWdl1fl/�W/r emllyry.01.171yely1flZIE X77 AW&//l 4OW/ 26928
A7 atmEr 57AI`ZC740W_0,0r1AlCA51PeCOVAlrY q7,P. Pff%.303_7____ EV..3-31-93
SEC rION'A-A
cla
@____ C0#57' WO-ZO7
I rr1W_-rf1l0A(,rA&T IMMAM Ca X7,94011,0" ut L_kto,
NEI`
ravir yo.j BAcNlv& TIP RAP 0..6'rlllrX
=a fiz ,
_1�V9
;!114]
1- #
Is
N 4 rrl�111.17 AVEPAAFD-fi)� Xnll
A ROVAWVW�Lf rWION 8-29-X ��OIAWORV, ICWC -111WNUIPS, 114C. TRACT NO. 24215 z
OeWJ'7-eAF*s1~,frlo-`4a^0,941W 9%rllw 71;
CITY OF LAKE ELSINORE
DATE:
ocw ZL-mmemr/my fr�-cv 'era 4ww mr-,,p ov/,aw C"Wr�
eo-'40,0 AWT~W). - W C45920 APPROVED BY: SCAILE: BENCH NWK: SKYLARK DRIVE OF 8 SHEETS
�-wv drnwN "47AXovS rrAVZmR0 AV 9-w Illow-4. IAORZ, r 40' STA. 10+00.00 TO STA. 16+54.90
N-19 SUAVC?b O-J" F44167 Cl.-Zv') W Mr., r- 4' SEF S�EFr va FILE NO.
COW lfkl W4 ope,?e4Z7,r STORM DRAIN PLANS
OFC DATE: L-fL'U_ DATE A"y/Mg FOR:So.LAAF�ELSP,0Rl I F.B.