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AGNAER
DEL M =
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C1
04'44 52"
2000.00 165.73
82.91
C?
C3
49`i adr
06'12'49"
19160.00
214173
M. 4F
107.4
C4
04'44'53"
1956.00
162.09
8409
C5
89' 9'09"
25.00
39.26
124.9Y
ASR D&TA =
I R='
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C6 90'35'09"
20.00
.31.62
20.21
C7 011"106"
08 00 63'05"
/91600
197600
40.3Z'
1.77
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0
6Y,11fS7fiW7_ A99W7 6LMM7F p lY AA9F MQV 4W OL' f lY SID. bK Ate JW /iVMAEO
1,.351
SF
4
/NSWL TYPE F-2 DELINEATOR PER CAL 7R4AS 7R4F7AC MWLUL FAG: 6-45
4
EA
5
� v yl •IlkA to � 1 CN y of
�
vyon,
�
cn
1N49 ROAD � � o
.16,N+QTE'� A COUIV'`�' �G41�TA ._ � o o � :, � � o � � � � � � o
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�EX. ROAO_
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j EX...teN ASSY.
=10; L=0; D=2.7'(
RANCHO CAL/FORN/A RD.
ASSESSORS PARCEL NO. OWNER/DEVELOPER
943-100-009
TOPOGRAPHY
TOPOGRAPHY HAS BEEN GENERATED
FROM RANCHO CALIFORNIA WATER
DISTRICT TOPO IN COMBINATION WITH
FIELD SURREY DATED JUNE 28, 1998
Urao 'q►/auyr�d Swi�** AAW
0
CoA. TOLL TREE
1-490010
4"-41M
no x isaw airs darn IE my AC
NOTE.• WORK CONTAINED WITHIN THESE
PLANS SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR
GRADING PERMIT HAS BEEN ISSUED.
BAWL Y VINEYARD & WINERY
ATTIC- CAROL & PHIL B4/LY
J6150 PAUS4 ROAD
TEN- ECULA, CA 92592
(9109) 676-9463
LEGAL DESCRIPTION
PARCEL NO. 3 OF PARCEL MAP NO. 11436 AS SHOWN BY MAP ON
FILE /N BOOK 67 PAGES 7-8 INCLUSIVE, OF MAPS, RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA.
CONSTRUCTION NOTES - STREET
OUANT/TY
UNIT
1
CONSTRUCT ..25' AC OYER 10.8' CL // AB
12,200
SF
2
CONSIRIK'T 8" AC DIKE PER COUNTY SID. D#V. NO. 212
538
LF
3
6Y,11fS7fiW7_ A99W7 6LMM7F p lY AA9F MQV 4W OL' f lY SID. bK Ate JW /iVMAEO
1,.351
SF
4
/NSWL TYPE F-2 DELINEATOR PER CAL 7R4AS 7R4F7AC MWLUL FAG: 6-45
4
EA
5
INSTALL 1/4 7 N RIP -RAP (DWEN610NS PER PLAN)
450
SF
6
CONSTRUCT COICRE7F EAC4SZNEW PER A90RLE A600YE
650
SF
ANRK I BY I L
EAOUNEFR
SEA
z Z m
X3950
3.
COUA17Y
O 80 120
66666?!!!!
Scale I"" = 40 '
1 2>Z' A#N
l
.a zo TREES (TYP.)�'�
X
10
_L
dA. S sem' �' E)( DIRT ROAD
=312. 2 ���EX. DRY WASH
t
21X1, vM, -
�- -
Y 2., 1 VAX ,L _
L"=20' -D=2.7' _
EX. EDGE CITRUS GROVE (TYP.)
1.5' .q'' 5' 9„
F"
2'
CONSTRUCTION NOTES - DRAINAGE
OUANT/TY
UNIT
iT
- 1
1
_a� �_:
465
LF
22
INSTALL 18" ADS N-12
50
LF
23
INSTALL 18' RIGA (D -LAAO = 20400)
465
LF
24
F"
2'
CONSTRUCTION NOTES - DRAINAGE
OUANT/TY
UNIT
21
INSTALL 36' AOS N-12
465
LF
22
INSTALL 18" ADS N-12
50
LF
23
INSTALL 18' RIGA (D -LAAO = 20400)
465
LF
24
INSTALL 36' ADS FLARED END INLET WfTRASH RACK
1
EA
15
A'VSTALL .3fb"X 6T/I' AOS 45 LF6J4!'F WYE
1
EA
26
GLWS7RW7 IMM SIJ VT. AV 1 A9F R0T4f= Slid GAM AV 1SA71 AaVU R& XTAC fil ffW
1
EA
27
CWSTYWT COWRE7F AC400NU PER bAETAC rW SM27
1
EA
COUNTY OF A"fA IDLE
m%AW &c PAR% A 9ff
APPR fV BY.-
-
,/�9g
D4 TE
YLzolgg,
F DATE
SEAL -ENGINEER:
o FESS/
0 AR�''74'0
No'C48
* ExP gV"
P
�rFOF1F0��`
12„
2'
HEADWALL DETAIL
N. Ts.
TO MURRIETA
LEGEND
Zp.
(800) EXIST. ELfV �� \
800 PROP. EL EV
FL FLOW ZlIVE
FS FINISH SUIMACE TO .SAN DIEGO
FG FINISH GRADE
/NV INVERT WI
N/7Y M4P
TB TOP OF BERM
TOP OF SLOPE N. T.S.
T75 R2W 526
TOE OF S
SITE
LOPE
GENERAL NOTES:•
1. /T SMLL BE THE RESPONSIBILITY FO Thr DEEU£LOPER/ONVER OR COW AACTOR TO APPLY TO THE
RIVERSIDE COUNTY 7RANSP0RTA7XW DEPARTMENT, PERM/T SEC770W, FOR AN ENCR04CHMENr PERMIT
FOR ALL N0i4K PERFORMED W77hW PUBLIC RV6HT-OF-N4Y, D1EDKs4TED AND ACCEPTED FOUR PUBLIC
USE, AND TO B£ RESPONSIBLE oqW S477SFACrC RY COIIPLdAACE FOR ALL CURRENT EA"96WMENrAL
REG41LA77ONS DURIAG THE L/FF OF COAG RUC770YV AC77W77E3 FOUR TML.S• PROJECT. A001 A9AAL S7T1,0/E3
AND/OR PERM175 MAY BE REQUIREDD,
2. THE C0W7R4CT0R SHALL SE RESPUNSI&F fOR 7H£ CLFARMNOG OF TH£ PROPOSED Wi7RK ARG4 AND
RELOC4770N COSTS OF ALL EX/677NG U77LI77ES PERMITTEE MUST INFORM CLGUNTY OF CON57??WPON
SCHEDULE AT LEAST 48 HOURS PRWR Iii BEGINNIAG OF CCNF RUCIAOW.
PHONE. (909) 955-6790 FOR PERMIT CASES (04Y, P.U., P.P., OR K14INTARY).
3 THE DEVELOPER WLL INSTALL S7REE7 NAME SRGNS CONFORANIVG TO COUNTY STANDARD NO 816.
4. ALL #VRK SHALL CONFORM TO 771E REOUIR£M£NTS OF 7M£ RIVERSIDE COIfNTY 7RAASPORTA77ON
DEPAR77/ENT IMPROVEMENT STANL34RDS AND SPEC/f7CA770WS,, LA= E77/Ti0N,, COUNTY 0RDY/WMC1G4 £ NO.
461 AND SUBSEOUEW AMENDMENTS
5. ALL UNDERGROUND FACILIAES N17H LAMWS; SHALL BE /NPLACE PRIOR TO PAYING S7REET,
INCLUDING BUT NOT LIMITED TO, IME rouoWIAG• SE71ER, WATER, EZ£ame, G4S, STORM DRAINS.
6. CURB DEPRESSIONS AND DRIVEWAY APPRL14CHES MEL BE INSTALLED AND CO4S7RUIC7FD ACCOR01AdG
TO COUNTY STAND4RD NO. 206. AND /OAR 207, AS DIRECTED /N 7H£ f7ELD.
7. /T SHALL BE THE RESPONSIBILITY OF TH£ COOV1RAC7OR OR DEVIZOPER R7 INSTALL AND AI.WTAIN
ALL C0657RUCTION, RE'GULAR)RY, GUIDE AND WARNING SVA6 #f77#N 7ME A?aIEC7 L/AN73 AND 173
SURROUNDINGS Til PROVIDE SAFE PASS46£ FOR 7H£ 77?AIELIAG PUBLIC AND #nWERS UN71L THE
RAW COMPLfwN AND ACCEPTANCE or 7HE PRaIECT BY 7HE COUNTY.
8. ALL STREET SECTIONS ARE TENTA77V f ADDI A%Al SOIL T£S75 AMY BE TAKEN AFTER RO& GH
GRADING TO DETERMINE TH£ EXACT ST?EFT Smxw Rsoun un7s. USI{ STANLYIRD N40 401 /F
EXPANSIVE SOILS ARE ENCOUNTERED.
9. ASPHAL77C EMULSION (f06 S54L) SHALL BE APPLIED NOT LESS rhA0V FOURZEW D4 YY fOUOWIAG
PLACEMENT OF THE ASPHALT SURFACING. f SEAL AND PANT BVVDER SHALL BE APPLIED AT A RA 7F
OF 0.05 AND 0.03 GALLON PER S"RE YARD RESPEC77WLY. ASPHAL77C EMULSION SHALL COMF ORM
TO ,SECTION 37, 39 AND 94 FO 7ME SWE STAN04RD SPE0If7C4770NS.
10. AS DETERMINED BY THE 7RAACSPOIRTAMV 6VAfV7M 7H£ DOEYFLOPER IS RESPONSIBLE AS A
MINIMUM FOR ROAD /MPRODYEMEN73 70 C£N7ERUNE, AMD ARY BE REWIRED rO R£COWSTRUCT £X/677N49
PAVEMENT, INCLUDING 84SE, AND AM CHM 0WAZAY REWIRED 7V MEET THE 57R6VC7UR4L STA404ROS
FOR 7HE CURRENT ASSIGNED 7R4FFAC INDEX.
11. ONLY LNAOSCAPING CONS'ISRAIG OF GRASS AND P4RA7b4Y TREES AiAY BE INSTALLED WHIN
PARKWAYS ON LOCAL RESIDENTAt STREETS N9THOUT S£PAR47F LANDSCAPE PLANS. ALL OrhfR- TYPES
OF LANDSCAPING IN 7NESE AREAS ADN ALL LANDSCAPING ON ALL OTHER SM EE75; SHALL REWIRE
SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING fA409 34CHMENT5 SU4LL CON410M Til RYWRS'IDiE
COUNTY 'S'TANO4RDS RELATING 70 7M£ AO NNISTR4170N OF LANDWARE EAC9040HAIENIS" D47ED ✓UNE
1990.
12. ANY PR/VA7E DRAINAGE FACIL177ES SNOW ON THESE PLANS' ARE FOR /NfORA6471ON ONLY. BY
SIGNING THESE IMPROVEMENT PLANS, A00 RE KEW OR APPROVAL OF 77 -OSE AWW 7E- FACILIAES IS
IMPLIED OR /N7FNOED BY THE RIV RROE CGALIN7Y 7RAN.SP09RTA7VN DEPAR7MENT.
NOTICE TD CONTRACTORS.•
THE EXISTENCE AND LOCATION OF ANY UAOEMWOND IML17Y PIPES, 0040693, OR
STRUC7ZIRE3 SHOWN ON 7MESE PLANS NEW OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO IME BEST OF OUR ffAV LES£, 7hfW ARE NO EXIS77NG UZIEfl ES
EXCEPT INOSE SHOWN ON TME3£ Aims TME coow FoR /S R£QLmip ro TAKE
PRECAI/7700AARY MEASURES TO PROTECT 7HE U77U7Y LINES ShV#W ON 7HES£ DRAWINGS.
7H£ CONTRACTOR fURIHER ASSUMES ALL LAW17Y AND RESPIOA/, bk17Y fOR 7H£
UZZITY PIPES; CONDUI73 OR 57RtV7URE5; SHOWW OR MOT ShV#)V CW 7NCSE PLANS.
CONTRACTOR AGREES 7M7' HE SHALL ASSUME SOLE AND COMPL£T£ RESPONSIBILITY FOR
✓06SITF C0'V401rk VS DURING 7ME COURSE OF C10ALSIRUC7AOW ON THS PROI£CT,
INCLUO/NG SAFETY OF ALL P£RSOYKS' oR PR0PER7Y• rAmr TMJs R£OIU/R£M£NT SHALL
APDL Y CONANUOUSL Y AND ADT BE LIAN7FD TO NORMAL Iil7wwq hwRS,• 77imT 7M£
CO1,VTR4C7OR SHALL DEfFAO, INDEMNIFY, AND AtXD 7ME CITY, 7H£ O#NER, AND 7ME
ENGINEER HARMLESS FROM/ ANY AND ALL LtAB►L/TY, RZAL OR ALLEGED, IN CONNECTION
WITH 7H£ PERFORMANCE OF WORK 0W 7H/S PRO/ECT.
THE CONTRACTOR SHALL CALL IN A LL004 ON REQUEST TO UNDERGROUND SERVICE ALERT
CON57RUCRON PERMIT ISSUED BBYYI 7W PUbVVI #VRKS DOPAR7,'IIVENT S)' RLL BE VALID
A4ViWNG UNDERGROUND FACILfl7E3 UNLESS THE APPLICANT H45 A4 /NYXWIRY
10£N77f7C4770N NUMBER ISSUED BY USA.
CAME SHOULD BE TAKEN TO PREVENT GR40ED D17CHES AND SW4LE3 FROM UNDERMINING
5`7RIEET IMPROVEMENTS UPOVV IASPEC7ION OF 7ME S17F5 THE C/TY FArdNEFR AMY
r REWIRE 7EMPORARY GON17F SWALES, ENTERING OR LEAWNG /MPPOYi!Mf TS
5 , R/W CL RI)V
44' 44'
20'
Tc 5✓ , �, j,�,�.
26 MOD/PIED �S/TION STl?UCTURE
N. Ts
AIARKhW & ASSOC147ES
41750 W NCHESTER ROAD, SU/TEN
MMEMM, C4 92590
PH. (909) 676-6672 REF. JN 771
R. C. E. 40.
A4TF
R.C. B.M. / T-56-81 STAMPED B.M..
35-A-75; 43' S. OF C.L. INT.
JEFFERSON & W9NCHE37FR, 3' NW.
OF P.P. 1623555£ FLUSH. 2" BR45S
DISK IN CONC.
ELEV = 1037.613
LE. AS SHOWNV AS SHOW
EX. GROUND I! 13,
7A -6rWAG
EX1ST. DIRT Raw no _ 06UrE�A16 2%
P/POOP�8 AC BERM r?.
I �
O1 PROP. PYA/T. SECT. -
.4'A8 EXIST. ORY WASH
4
r• --
LA SERENA WAY
R- VAL UE = 36 - TZ = 7.5
TYPICAL SECTION
N. T.S.
PLOT PLAN 15079 SHEET AV
COUNTY OF RIVERS/DE
ST ?EFT AND STORM DR4/N IMPROkEMENT PLAN
LA SERENA WAY
RANCHO CALIFORNIA ROAD TO 550 NORTH
OF SHE
PHIL 84/LY W.° �c F t 9 / _ - ,a �T