247241
Recorded at request of, and return to:
Riverside County Flood Control
and Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Salt Creek - Destry Drive Storm Drain, Stage 1 The undersigned grantors) declares) Project No. 4-0-00379 DDT: - 0 - THE CONVEYANCE IS TO A GOVERNMENTAL PM 32269 (TR 36485-2) ENTITY OR POLITICAL SUBDIVISION R&T 11922 APN 358-740-069 Portion
QUITCLAIM DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE, does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body politic, all right, title and interest in and to the storm drainage easement dedicated for construction and maintenance purposes, situated in the city of Menifee, County of Riverside, State of California, described as follows:
See legal description attached hereto as Exhibit "A", and made part hereof, to be referenced hereafter as RCFC Parcel No. 4379-501.
CITY OF MENIFEE:
Date By:
BILL ZIMMERMAN, Mayor
ATTESTS:
SARAH MANWARING,
Clerk to the City of Menifee
By:
City Clerk (SEAL)
RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT
EXHIBIT "A"
LEGAL DESCRIPTION
SALT CREEK - DESTRY DRIVE SD
Parcel No. 4379-501
APN: 358-740-069
In the City of Menifee, County of Riverside, State of California, being that certain Storm Drainage Easement, noted as Easement Note No. 11, over a portion of Lot 132 O.S., Tract No. 36485-2, filed in Book 456, Pages 72 through 85, inclusive, of Maps, records of said county.
Containing 9,211 square feet / 0.211 acre more or less.
SURVE
втам
JAMÉS R. MCNEILL
NO. 7752
EXP. 12/31/23 Land Surveyor No. 7752
* *
SYATE OF CALFORNIA Date: 12-6-2022
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by Quitclaim Deed, dated , from CITY OF MENIFEE ("Grantor"), to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ("Grantee"), a body politic, is hereby accepted by the undersigned officer on behalf of the Board of Supervisors of the Riverside County Flood Control and Water Conservation District pursuant to authority conferred by Resolution No. 474 of the Board of Supervisors adopted on May 12, 1961, and the Grantee consents to the recordation thereot by its duly authorized officer.
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
Date: By:
JASON E. UHLEY
General Manager-Chief Engineer
Project: Salt Creek - Destry Drive SD, Stage 1
Project No. 4-0-00379
PM 32269 (TR 36485-2)
APN 358-740-069 Portion
RCFC Parcel No. 4379-501
247235
Recorded at request of, and return to:
Riverside County Flood Control
and Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Salt Creek - Destry Drive Storm Drain, Stage 1 The undersigned grantors) declares) Project No. 4-0-00379 DDT: - 0 - THE CONVEYANCE IS TO A GOVERNMENTAL PM 32269 (TR 36485-2) ENTITY OR POLITICAL SUBDIVISION R&T 11922 APN 358-740-069 Portion
QUITCLAIM DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE, does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body politic, all right, title and interest in and to the access easement dedicated for ingress and egress purposes to flood control facilities, situated in the city of Menifee, County of Riverside, State of California, described as follows:
See legal description attached hereto as Exhibit "A", and made part hereof, to be referenced hereafter as RCFC Parcel No. 4379-502.
CITY OF MENIFEE:
Date By:
BILL ZIMMERMAN, Mayor
ATTESTS:
SARAH MANWARING,
Clerk to the City of Menifee
By:
City Clerk (SEAL)
RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT
EXHIBIT "A"
LEGAL DESCRIPTION
SALT CREEK - DESTRY DRIVE SD
Parcel No. 4379-502
APN: 358-740-069
In the City of Menifee, County of Riverside, State of California, being that certain Access Easement, noted as Easement Note No. 10, over a portion of Lot 132 O.S., Tract No. 36485-2, filed in Book 456, Pages 72 through 85, inclusive, of Maps, records of said county.
Containing 8,617 square feet / 0.198 acre more or less.
JAMES R. MCNEILL
NO. 7752
EXP. 12/31/23 Land Surveyor No. 7752
* *
STATE OF CALIFORN Date: 12-6-2022
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by Quitclaim Deed, dated , from CITY OF MENIFEE ("Grantor"), to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ("Grantee"), a body politic, is hereby accepted by the undersigned officer on behalf of the Board of Supervisors of the Riverside County Flood Control and Water Conservation District pursuant to authority conferred by Resolution No. 474 of the Board of Supervisors adopted on May 12, 1961, and the Grantee consents to the recordation thereof by its duly authorized officer.
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
Date:_ By:
JASON E. UHLEY
General Manager-Chief Engineer
Project: Salt Creek - Destry Drive SD, Stage 1
Project No. 4-0-00379
APN 358-740-069 Portion
RCFC Parcel No. 4379-502
SHEET 1 OF 14 SHEETS
NUMBERED LOTS = 129 IN THE CITY OF MENFEE, COUNTY OF RIVELSIDE, STATE OF CALIFORN LETTERED LOTS - 10
OPEN SPACE LOTS = 3 RECORDER'S STATEMENT
GROSS AREA = 46.17 ACRES FLED THS IlE bar of Argued. 2012.
TRACT NO. 36485-2
AT 00 P.M. IN BOOK S% OF
MAPS AT PAGES T2_ -82. AT THE
COUNTY, CALIFORNIA
THROUGH 24, INQUISIC RAINA RECOROS SOUTH, RANCE 3 REST, SON REQUEST OF THE CITY CLERK OF THE ATY OF MENFEE K & A ENGINESUNG, INC FEBRUARY, 2015 на 2013-0339385
PETER ALCANA
2017-0339395 OWNER'S STATEMENT
• форми та .. DEPUTY
THAT ME CONSENT TO THE MAKING AND RECORDING OF THIS SUBOISON MAP AS SHOWN SUBONESON QUARANTEE ORCAGO DATE COMPANY
ORIGI WITHIN THE DISTINCTIVE BORDER LE SURVEYOR'S STATEMENT
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED FOR PUBLIC PURPOSES LOTS "*° THROUGH "S, INCLUSTE THE DELFCAMON IS FOR STREET AND PUBLIC UTILITY PURPOSES SUBOSION MAP ACT AND LOCAL ORCINANCE AT THE REQUEST OF SUTTER METLAND O1, A LIMITED LIABILITY 1 HEREBY STATE LOTS 25 THROUDY 41 MLL REWAIN NOT DEVELOPABLE UNTE EASEMENTS DESCRIBED IN INSTRUMENT NO. OF THE CHARACTER AND 56995, RECORDED 08/02/1959 AND INSTRUMENT NO. 1997-375785, RECORDED 10/29/1991, HAVE BEEN MLL BE SET IN ACCCROANCE WITH THE TERMS THE MOMUMENT ABANDONED BY RECORDED NOTICE SAID MONUMENTS ARE OR HEE BE SUFFICENT TO ENABLE THE SURVEY T0 8E RETRACED THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDETONALLY APPROVED TENTATIVE MAP. THIS
SURVEY IS TRUE AND COMPLETE AS SHOWN
OF ACOESS EXCEPT THE GENERAL EASEMENT OF TRAVEL AGNMENT OR MOTH THAT
RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS DEDICATION AS TO THE PART VACATED 10 04. 2017 Es 8/30/17
PLS NO.
REG. EXP: 9/30/2017
REAL PROPERTY DESCREED BALON 5 AN EASEMENT FOR PURUC PURPOSS E DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES LYING MAN LOT 13 CITY ENGINEER'S STATEMENT
E REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR A STORM DRAMAGE, MATI ALITY AND LANDSCAPE PURPOSES LYING WITHIN LOT 1.
HE DEDICATION IS FOR A RAN EASES TIE TAS LO ASSENT FOR PURIC PROSE E REAL PROPERTY DE ThE DEN PRO FOR A RENT NO ACES A NOT RE MORE LOT PARES
HE REAL PROPERTY DESCRIBED BELOW IS DEDICATE AS AN EASENT FOR PUBUC PURPOSE: THE STOR 132 AS SHOWN HEREON, THE DETICATION IS FOR INE CONSTRUCTIO CATE AZEUST 9,
AND MAINTENANCE OF FLOOD CONTROL FACUITES
C 61253
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES 61233 ADVERS GASSENT LYING WTH IN LOT 132 AS SHOWN HEREON. THE DEINCATION IS FOR INGRESS AND TY DIONEER, OTY OF MENFIE
EGRESS FOR THE PURPOSE OF CONSTRUCTON AND MAINTENANGE OF FLOOD CONTROL FACILITES E HEREBY RETARY LOTS 150 THROUGH 132, INCLUSIVE, INDICATED HEREON AS OPEN SPACE, AND SHOIRY CITY SURVEYOR'S STATEMENT
HEREON FOR THE SOLE BENEFIT OF OURSEZHES, OLER SUCCESSORS AND ASSIONEES
INES MAP CONFORMS TO INE REOLSEMENTS OF THE SUED
STATE THAT INS HAP WD INAT I AM SATISED THAT IN
SUTTER MILAND O1, LATED LABUTY COMPANY. MAP IS TECHNICALLY CORRECT.
DATE: 5 TULY . 20.12
No. 8350
BY: RICHARD T. WETNEY
CHEF FINANCIAL OFFICER RATE CENTEE
PRESENT
MENIFEE CITY CLERK CERTIFICATE
NOTARY ACKNOWLEDGMENT
A NOTARY FUBLIC ON ONER CITIER COMPLETAG INS
DOCUMENT ID WHOI INS CRIFICATE IS AFTAONED, AND NOT
INTY O OR SIREET AND PUBLIC UTTY PURPOSES LOT *X* (CROOKED TRAL DRIVE/DIABLO MAY), LOT (ANDALUCIA (BAY) NAT BY HIS//S SOUT ON THE INSERMENT THE PERSONS OR THE ENTITY UPON BEHALF OF MICH LOTS 25 TROUCH 41 MLL REMARY NOT DEVELOPABLE UNTE EASEMENTS DESCRED IN INSTRUENT MG. 56386, RECORDED 06/08/1959 AND INSTRLMENT N 1991-373765 RECORDED 10/78/1991, HAVE BEEN ADMOCHED BY SEE PARE REACE ME LANES OF TEE STATE oF Californe _ THAT THE ANDSCAPE EASEMENT FOR LANDSCARE AND MANTEDUCE PURPOSES BITHIN LOT 157, AS DELICATED IN
REDOING PARAGRAN IS TR IS STATEMENT IS HEREBY ACES
MESS MY HAND E EASEMENT FOR STORM DRABAGE, INTER QUALITY AND LANDSCAPE PURPOSES BITHIN LOT 152, AS DEDICATED I € OTHERS STATEMENT IS MEREBY ACCEPTE
OPAL PLADE OF FROSTRESS AS
INE TRAL EASTMENT WTHN LOT 130, AS DEDICATION THE OMORS STATEMENT IS HEREBY ACCEPHD PONT NAME: Meagan Enecht: THE MANTENANCE AND ACCESS EASEMENT WITH LOT 15Z AS DEDICATED BY THE ORNERS STATEMENT IS HEREBY
NOTARY ACKNOWLEDGMENT
A MOZARY RUBLIC ON ONER OFFICER COMFLETINC INS CURI
TO SHE IS ASPITE IS ATE AND NOT
NORIS AND EGRESS FOR CONSIRUCTION OF FLOOD CONFEREE
TACIES AS DEDICATED I GENERS STANDAL. NERT ACOSPIED
Ban Ofomin
A MIX 2013 DATE August 9. 21? Glute Mening
SANSFACTORY EMDEME TO BE THE PENSONO MOSE HAS ARE SUBSORBED TO THE THIN IASTRUAMONT AND STRY LOSE PENALTY OF PERRY LADER THE LANS OF ME STATE OF Callfornia THAT TAX COLLECTOR'S CERTIRICATE
ECONG PARAGRAPH IS TRUE AND CORA
MINESS AT HAAD
PeNT MNe Meagan Kinecht DATED: SURE 5. 2017 DON KENT, COUNTY TAX COLLECTOR •, DEPUTY
SIGNATURE OMISSIONS TAX BOND CERTIFICATE
PURSUANT TO SECTONS 86436 OF THE SUBOISON MAP ACT, THE SIGNATURES OF THE FOLL OMENC OWNERS OF EASEMENTS AND OR OTHER INTEREST HAVE BEEN OTTED:
CAS AND OTHER HIDROCARBONS GEOTMERMAL RESOURCES AND ALL OTHER MINERALS
HEREIN SPECTED OR NOT, HITHIN OR THAT MAY BE PRCOUCED FROM SAD PROPERTY, AS RESERVED IN THAT CERTAN DOCENT RECORDED OCTOBER 29, 1990 AS CASI OR SURETY TAX BOND
ON KENI
XINTY TA
a Lot hence Rataloun
DATED LURE 5 _, 20.17
P / 060115 SECTON 6, TOMASHP & SOUTH RANGE 3 MEST, SEM. SCHEDULE "A 2017-0339395 456
ORIGINA
SHEET 2 OF 14 SHEETS 73
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALPORNIA NOTE SGRISPER NST. NO. 2017-0334396, aR, REa August-- 1644-2017.
TRACT NO. 36485-2
LOCATON
BEING A SUBOVHSION OF ALL OF PARCEL 10 AND A PORTION OF PARCEL I! AND ALL OF LOTS "N° AND W AND A PARCE MAP NO. S226
OFFIAL RECORDS OF RIVERSIDE COUNTY,
М.В. 221/13-24
K & A ENGINEERING, INC JUNE 2015 RIN CO SUNG TAC: NO PET.
SURVEY WASHER RUSH, NO PORTION OF PARCEL 5 C/L NORMANDY PARCEL MAP NO. 32269 ACCEPTED AS 1/4 COR.
INTERSE AN OPT AS AND P.M.B. 221/13-24 N.B. 221/13-24 ROAD SZY UNE OF SEC. JI
1893000(828.319 1370.54
SURVEYOR'S NOTES AND LEGEND;
Lor W
( 1264, ES 221/0140, UNLESS AT SENT MAP NO PARCEL HAD NOT 32269 M.8. 221/13-24 SHEET 10
* Ma AS IS AND SEE MORER TRACT a 36185-1, 1017* - Сл CROOKED TRAIL DRIVE SCALE: 1*=150' SHEET 91
SIL DETAL D 109
LINE TABLE
al
49 BEARING DISTANCE
INDICATES SET 1° LD. X 18° LP. AND TAG 2S 4725*, FLUSH. сЛ. NIS14705* 122.69' C/L N2S7046X 71051
MERRICK LANE TEXICAN CIRCLE SEE SHEET 13 ARMA M1248:022 122.381 UNLES DIO SEG 754775, RUSH AT ALL PEAR LOT CORNERS, DIABL N8226.37' 102.92 5774 1
PROLON OF USE LOT L 4725" A TOP OF CURB AT THE M.B. 80/61-74 SHEET 7. * LOT T SHEET 8-
SET NAIL AND TAG MARKED 25 4725° IN TOP OF CURB AY THE 12-s/822 RADIAL PROLONGATON OF ALL BG, EG, P.R.C, AND P.C.G. 'S. 8 ALL MONUMENTS ARE SET AND TACED PER AV. CO. AROMANCE NO LOT --- CAL PLAINSMAN CIRCLE LOT?
CURVE TABLE
66 DEL TA RADIUS LENG TH
ALL. INDICATES RESTRICTED ACCESS SHET 13 oss83g 900.001 31.90% -18/09 SHEET 5- SHEET 6 (084) 42211500.007. (176.157
GROSS ACREAGE - 48.17 ACRES LOT 11 O5 6307721
020432 (850,007
EASEMENT NOTES 08081431 (850,00 <120,232
32269 P.M.8. 923093(65000 215953
R 10176545 (850,00 3152231
NO ARE SITE SORE CAFTA ON RECORDES MARESS CA WHISPERING PINES CIRCLE LOT T 221/13-24 AND EGRESS IN FAVOR 09591r 147.907
10-29-1991 AS INSTRUMENT NO. 1991-373765, O.R. 022872* (850.007. 31,70 9s (16*5'522 (2000,007 (515.8)
8 CIO 1513547 (2000,00 (331,69
RECORDED 4 0-1958 AS NSTRUMEN 559, OUTOREA EISON 8. 8
Cira or sih SHEET 3 =
RECORDED 12-16-1988 AS ISCUITE NO. FAIR, RIVERSOE COUNTY LOT 252 * DIABLO WAY TOTE DETAL PA SHEET 12: C/L DIABLO
OFFERED AND NOT
C/ CANYON
INDICATES AN EASEMENT PURISE UNENT NO FAMIS ERNESDE COUNTY LAKE DRIVE- ACCEPTED PER DO NO RECORDED 32269 M.8 221/13-24
2AESACON 10T? 32269 K.B. 221/13-24
NATES 2-6-307 AS NS RIEF NO. 2017-S A AS COMPANY SURVEY MASKA RUS CO- NDICATES A STORM DRAIN EASEMENT DEINCATED HEREON.
NDICATES A LANDSCAPE AND MATENANCE EASEMENT DEDICATED HEREON, LAKE DAVE NORTH AND THE =711 INDICATES A TRAR EASEMENT DEDICATED HEREON SOMME SYS C AUDIE MURPHY ROAD SOUTH.
TRACT NO. 36485-1 CED. 2007-1 NOTE
V269825. N.B. 151/81-86 BOUNDARY AND INDEX MAP
SCALE: 1%150' THIS MAP IS WITHIN THE BOUNDARY OF C.F.O. 2007-1
INDICATES A MAINTENANCE AND ACCESS EASEMENT DEDICATED HEREON BASIS OF HEARINGS ENMRONMENTAL CONSTRAINT NOTE
INDICATES A STORM DRAINAGE, WATER QUALITY AND LANDSCAPE EASEMENT DEINCATED HEREON. ERE CAN ON AN E, NES BOATEC TO THIS MAP IS ON DE ON OPTICE OF NORTH 0049'35* EAST.
2017-0339395 456,
ORGINAL
SHEET 3 OF 14 SHEETS
CURVE TABLE IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNI LINE TABLE
DELTA RADIUS LENGTH BEARING DISTANCE
020122 2028,001 23201 TRACT NO. 36485-2 N443247 2023
03948* 2028.00 2348* 135363822 2217.
102748 100.00' 12.97 N0040007 800.
8V245 65,00° 1006. M880000% 162.
114830 65.001 1561 OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA N0040 00T 800" 100.00 17,92 SOUTH, RANGE 3 WEST, SB.M. N392320'E 2382. (14095 (81,00% (15,02) K & A ENGINEERING, INC JUNE 2015 N413376W 2234 8 120:00* 197200° 15,00 1A02
N89504I7
120'00* 2028.00 42.19* N1379*38°% 3Z41
147915 7,00 17,549 18908205' 2.08
2.00 SEE SHEET 5 25.01
17 N8928'35€ 11030° 96 97 10203087
MO3125 N00-3125
50791
L 49102 2906200N 8176SF. 76.00* 22.001 72.32 ,·116Z
(46 702 3,55,67.00N) 29T/ ฿0.41° 71.59* 7142 72.000 80.587 . OZOLZ ZIC.9H.OON Nes554/W 376.03° 255,6h00
N8928'382(R) 112.00' 12000- 2.55.6%.O0N
8 ,82 06
B193 SE. B,S7 SE 3088 sr. 88
2.00.00.Z0N 200,0%.00N 2.00,0.0ON
6604 82001 LION -I5.000
U.8. 60/81-74 256101 37,00" 7-17.00
V875747°E(R) 100.00* 46,51* 60 3J
05'58Y N880000 W 88.20 77.00. 2S.6..001
N8920:00% (85.53'
N800 0.28 148,91° LOT "A" 380.76 45.
0!20100 1892000°
11-19/09 84 .00'OS (w48.56":
182.23
3SE,6K.OON -Sa.30 242.381 - 19.37
4814212°C N880000% C/L DIABLO WAY 0040 20z
40.991 52.12* N692000 182.231
ALSZ. IS.OON 86'601 48.29 20,02
48.05° 72.00°
8 (15 234) 56T01 ,9szn 89021 - 97
A во16
чинишин 8628 S/. 810 sr. 880 SE.
10673 S5. N0016'42° 62.39"
da 107 g 10290 :0F09 3,00,00 20N 2.00.00200 2.00.0%.00N 200.04.00N 2799 3,SC6N.0ON 8. 107 6502 92982567.00N N8472'08'V 11318" AVM
130 OS. LOT 132 O.S.
LOT N85 1500° 72.03 18.00
(1.72 ACT N85k109*
2322* N897021 W
N97025
160101 22,4090 GRANDED SEVE 3.5T.67.00N C/L AUDIE MURPHY ROAD SOUTH 0024 LOT P
301.04
431.00đ 18128*
5007D) PER FUND ACCEPTED N3970:25° 732.04' LOT "8"
LOT "8° (00ZA
9r45. PER TR. NO. 36485-1 PER TR. NO. 36485-1
P.H.R. 221/3-24
3,99,5C.68N M.B. 451/81-85 М.B. 451/81-85
TRACT NO. 36485-1
M.B. 451/81-86
2017-0339395
ORIGINA 456
LINE TABLE SHEET 4 OF 14 SHEETS 75
BEARING ONSTANCE IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA N224972 11.28) CURVE TABLE
12 877183772 2.70 TRACT NO. 36485-2 NO. DELTA RADIUS LENGTH N5432:327(8) 2000" 1023723 128.00* 5.92
N310939 MR 20.00 272.00
11.30. 20457 328,001 11.021
H7433057 547 THROUGH 24, INCLUSIE, ORMAN RECORDS SO I, RANGE WEST, SAUCRA 1528202 1847 N4453267 22.34" 252542 107,80. 4721
M2509317 K & A ENGINERING INC JUNE 2015 1153:00" 2200
35343221 20.00 17.70
(1835253)L 16.30% SEE SHEET 6 1026:399 60.001 10.94*
02451051 ((13.00) 39.04
SEE DETAL BE 00241599 (813.002 1864
80 SHET 4 023870 1547.00* 71.02
162.05 C12 515,00
213.88 216.01* 057602
227,54* 985.00 15721
N8970'253 222.88 587258 72.50 45.623
7888* 72.00 72.00 242.74 40° A,9S,PSBIZN C15 003207 (813.00) 9,95 N004935Z 205 24093831 72,50$ 30.583
N0049'357 N0049357 N892000 223.06* C17 (811007) HASI
NOO 49 35E 72.00° 76.07 74,99*
85.03 86 NOO 4935 E N00 49'35 E 0049353 4000°5
8,474 S.F. 7,943 SF. 8,422 SF. (
LoVA SEE SHEET B
8,804 S.F. 83 PARCEL 221/13-24
127.0 105.49 8,102 S.F.
121.07 2.012 SF.
PARCEL P.H.B.
8-52317 4-64147
L-49.65 [w51.71°
3-16784r Ru 100.000
2-120303 L+2847 132 O.S.-
23,59 16.13 6.28 ACY SEE SHET B ALANA
R=500001-10545 4777437# 67.38- 20144123* -N7041317
28.00* 69159437° 9000'
B=1205'03* 28.00 N77452Y 8758 28. 413729: 23600
Ra17200(-99.55 89.55
1988* 8-62024 C/L DIABLO WAY L=82.45' M7001
8-2123722" R=48.00' L=178.13° 208K ISN
1=52,23° 8+57439° 427437 LOT "C"
La47.32' 25.80 87.587 DETAL TA
R, d-1544'51* R=328.00' SHET H
132 as (-80.13) BASALEIN
124.65. N07002T) $0.00° 30.00°
28,7g) 8-1237'43°
SEE SHEET 3 9,236 S.F. L-72.29' L~54.02
4004935E 86,76 BTZR MALALOON 8,815 S.F. SEE DETAIL BA® 2643* 305428'32 SEE DETAIL *K* N004000E SHET 22 119.94
004000E #1010251(BL. 121.17 105.05* 14845012(8) Re SEE SHEET 13 N0O4000 E N0157174(8 110.22 SEE DETAN C
ate sr. SHEET 14 LOT Y RAL 32269
N004000 E 8,470 S.F. Le53a43) PE 21/15-24
004000'E N00Ч000E
890418 / 56.05 8584 SF N0040:00E
1804639
100S 42% N477:00
ницы 72.29
N8226'23*
72.52 N84VO0/™H
7228 72.00° N845729T R=85000* 64.302
LOT H (a.02 Ac..) 3-60201 R•850.00°
87.33° Lm89,51"
(6-84342 R-1500.00°L-176.157 C/L AUDIE MURPHY ROAD SOUTH TRACT NO. 31822-1 452/32-38 132 OS.
(a-J92119"
08226237 101.92°
(6-2176'34 Ru850.00' L→315.72')
LOT "8'
PER TR. NO. 35485-1
U.B. 451/81-85
TRACT NO. 36485-/
M.B. 451/81-86
16 SHEET 5 OF 14 SHEETS C/L WHISPERING PINES CIRCLE
2017-0339395 456 I 25,6A00N 346.88 3.SC.67.00N
00901
C/L PLAINSMAN CIRCLE LOT E* 88.40° 436.45
ORIGINAL N897025W LOT SP 18920257 3888* 78.88*
4897025 10,734 49143°
2080 1857E413() 24.82600 Nº91025°%
DISTANCE 602. 11.68 15.90 132 11.08" 0501 1152
s-2320" L*99,78 .0062
58.0t 8=445'09 R-2237.00° L-185.55 49350- 28.000 2S0.6%.0OV 3,5C,6R00N LINE TABLE BEARING N0031251 N8155'092 N89541 4002052 NOG 3123% NO12830 N0031 82 37.00 37.00* 1700 0630802101226322 291.14
53.00 217.20
NO 49353 492.73
12 C/L ANDALUCIA WAY LOT B
R 218100 L=497.75 2.SE.6A.00N
8-157/05* SO 4E 107- S2H2S.0.00N
72.00 73.34 N001235 W
75.38 108.00* 99.81* 5167 80.58
N6522'20°E(P) 106.00 110 г. N89'3516E(R) 107.00 48359705(0 0031%3 1.35.67
4-0213'36 12,711 SF
40.99 L-71.22
4-113005 R-1828.00" -377:
28'
LOCATED IN SECTION 6, TOWNSHP 6 A-115005 R 1800.00 571.80 N003125% - CIL MERRICK LANE N024810W 106.62
RECORDED IN BOOK 221 OF PARCEL MAPS, PAGES 13 28.00
JUNE 2015 ba1150'05° R=1772.00 L=366.024 N003125
A 077311
4-0232 33" L-6866
(-78.65 92 00° 71.42
100.00' Nº293IB) N07337 40,000
SEE SHEET 7 7,66T SE. N871622 C(P) 100.00 1892835 € 100.00* N00'3125 112.55 SEE SHEET 3 IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36485-2 BENG A SUBOYSION OF ALL OF PARO 10 AND A PORTION OF PARCEL 11 AND ALL OF LOTS "N" AND "W° AND A SOUTH, RANGE J WEST, SB.U. NEM4349E. 28.007 72.00-176.02 162.95 - C/L MERRICK LANE 10006'32E(0) 7159° 92
OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. N012030 74.30* 56.98 74,18 162.983
6S,70* 6325
56062035T 258.98 112,90
TROUGH 2 HOUSE FOCAL FECORDS OF RICE 09. K & A ENGINEERING INC N8J3/49E(R) 10L57 1.723 48558297(R) 10329* 7,674 SF. LOT "C* 3,SC8Z.HN
4-0305'40" A: 2 30'06"
2e7211 L=57.98 64.00 18.00 92.06
L=274.30 N003I25W 13.00°
de1/S0'05* Ru1328.00° 2800 ALSE, ICOON
(=1130'05 RE1300.00" L-288.52 N003125% 19687 232.55-
78.33 41.00
LOT "A- 003125% 121.33 N003t25W 275.55
4=115005 R=1272.00' L=252.74' C/L DIABLO WAY
7150° 7A5003125% 30007 150
2-0534'09 4-0576'38"
L=72,76
L-7924
106.61 107.00*
LENGTH 15.081 282
823748( N8511'57((R) 108.00 N892835T
3 8/828
38855 2200
1024849 N003125 W
72.67 7150* 2512 2552
72.55 2I.9KOON
KA
213928 109253
6-18532 R=206500 L+34215__ 1950Z 25064.000
3e1445'52* R-2055.00 2~529.55
đ. 101
6-144532 R-2000.00 L=515.38 055839.6.0ON
48. 60/61-72845
t4-19/09 g1 PER T... NO.
SEE SHEET 4
74.99* 72.00$
1 82000 22306° 17520297
72.00 a88'
-REASON 3,9012815 - N0040 00'E 20540° N0049 35E 20874 35 7(N) 004935₴ 242.74 N0049'357 222.88* 890253
95.77 103.25
SCOT 9285 3669 SF. 248.86° 121.53 121.75
(7058'22'E 81 SF
227.54 (04.00 17 SE
216.01°
+52877.91.622-9 7226'1r* L-50.68 V0049352 492.73
058227) A,90,Z8W
30.00- 72.00° 72.00 72.00°
N72S/4V 5888*
0224-00002 5,5.00°
28.00 CIL WHISPERING PINES CIRCLE
48.00 28.00
N743054E 097025367.11
50 S19-Т.5,6кТ007 10.00 $3.34° 771,00*
C/. ANDALUCIA WAY SEE SHEET 5
SHEET 14
DETAL 7 N0049'357
AA V0049'35
55'16 7°Sr. N004935E 124.36 K00793SE 12634
COERNION 9.563 LOTT
(6.28 AC.) LOLASZON 119,96 12361'
P.M.B. PARCEL 63.80* 18628'33
76.0 77.09 61.64
2063° N7970372 24.08° 77.00* B640°
221/13-24 MAP NO. PARCEL 1235 24.00* 7400*
,SC LOS N00 49 35E
40049353 L-265.22
A,9027.SIN 851E SF.
MASSIN 108. 266
991 63
112.06 115.54 115.54*
54852139 L-71,5r
SEE SHEET 13
SHET 14 50.00 74,00*
N725/44 74.00° 74.00*
SEE DETAIL H 1897025 25091
LOT "E*
N891025W 34045 Ten PLAINSMAN CIRCLE
SEE SHEET 8
50, 00" 1111702 CIO
N8S2335y7 21.51 2000.001 003650
18,15 N162350W 172.20" 2000.00 015959 283
20.04 N0039357 36.17 100,00 0654261 JUNE 2015 K&A ENGNEERING INC .20.00. 51,551 2200.00" 012030*
20,00 N224520E(0) 2200.00 0948'4* THROUGH 21, INCLUSE, OFFICIAL RECORDS SOUR, RANE ON, SORNA LOCATED IN SECTON 6, TOWNSHIP G 205* NSS34U* 85.41 48,00 10155239
1166* 18355093 87.98* 15,00 11377Q1
6,391 8897025 2647 100.00 16784* TRACT NO. 36485-2
452 N7524 32.791 272.00 085428*
OSTANCE BEARING LENGIN RADUS DELTA
LINE TABLE CURVE TABLE N THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CALE: 1"=40'
77 SHEET 8 0F 14 SHEETS
ORGINA
2017-0339395 456
78 456
SHEET 7 OF 14 SHEETS ASTANCE! 18,55" 18.453 18.5€. 1166* 6.45 18.14 7,48 11.66 LINE TABLE BEARING 17738303 N278307 19355109' N891025' 1815507 122200 N2210 N035254W M81 35022 LOT F 6097732 C/L PLAINSMAN
2017-0339395 R=328.00* L=127.99 ,I9 12I 2.95.67.001
ORIGINA 50 8-1142'40° LmB7.04 CIRCLE
8221) (8)2.9027.CON
6a1503'38* | L-62.00
222130 H801300 (R) 73.85* 39.00' 28.00
8=526'13* L-36.85" N122042W N0750067(8) 10,175
LENGTH 31.511 3201 36IZL 32,54 24,10° 7,45 4-22135*L-9214 4272349299 8014430" Ru2237.00' L-18S 13"
RADIUS 1272.00 272.001 300,00% 128.00% 528,00 2200,00 SEE SHEET 10 N773830E 29452900 4-546'30°1=18208 CURVE TABLE 3-137/05* R=2200.0G L-506.26 8-678'39* L-241,10% DELTA 0125'09° 053426 965428 055420 0472(85* 0071:18 1-700 Cr. ANDALUCK WAY 86137105* R-216100 L-497.74
38.62 N1221 N06 2957V 15.30
(0.23 AC.)
N0938167 75.26
135.987 -LOT 1105 75.16
N112545W N0822 20(8) 103.00°
74.87 1,097 SR.
N784028 (R) 101.00 NOT 5426 E(R) 102.00 119 .. N310823E(R) 104.00* 101.00t 4*213S7
273sr L=71.25
8-21357 L-71.25
1.10%. N773830E s-20159 L-71.23 44115005* R-1828.00° (-377.55 N773830°E 102.00
108 2-113000 R180000'1-371.80
72.00 JUNE 2015 72.00° 238.57 1 2800 A-T150'05* Ra1772.00° L=497.75 122
Mazzr30% 28057 LOT "C" 232'32
2800° 3-23232* L-78.67
CA. MERRICK LANE 8-20015 1-78.62
N1221307r 238.57 L-61.98 100.00 102.00' 117
76.00 NB14349°E(R) 100.00
7.561 SF 116
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36485-2 SOUTH, RANDE 3 HEST, S.R.N. 76. SEE SHEET 5 N7938457(4) N827117E(R)
100.00° NO6372719
100.00* N974393 74.185
1600 SK 210.00* 7L18 70.38
111 100.00 MIT:3512W 11.62 7418° 10A.57
K & A ENGINERING INC 210.00' 76.00 108.47
210.00' 76.000 133s..
312.22 N773830€ 8551492(8) |
1273630°2 1122130° H773830Z 8,494 55. N773830E(R) 108.98 N80 45102(R) THROUGH 24, INCLUSIVE 126 SE 110.00 8-30539
110.00° 450640° 2-7211
SEE SHEET 9 10 SE L-22.15 4-115005* R=1328.00* L~274.30" 128 72.62 sel005" ReL 30200 L•266.52
76.00 2800 /2000%
1600 -C/L DIABLO WAY se113005* R#1272.00 L=262.78
371.48
122130M 8653400
LOT "A" L=79.24
N122130 42884 14.75 106.61*
7390 104.00
11221307 528.54
7350 8077 SE.
101.00 N82'3748T(R)
73.30 N773830T N790339T(8)
1g 30°E N070602 W
72.71 26 23.75
11221300 LOT 130 OSS. (1.72 AC)
73.90 CALE: 1'-40'
73.55 0014S32 -2000 LeS3215
(antess R-208300 152035
387.31 - LOT */ (1.95 AG)
R=2002 00=1-515.301
(N1356'17W
LO. COETZ ROAD
72-19/09 8N
2017-0339395 4S6
DRIGINAL
SHEET 8 OF 14 SHEETS
LINE TABLE IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
BEARING DISTANCE
: N2090100E 2000" TRACT NO. 36485-2
NODOCOT 28.00*
= N897025W 28,81
Nº97025 _27.76
N7430343 1320* N
N4039147(R) 5.00 K & A ENGNEERING, INC JUNE 2015
€ 39°
NI92225°N 22021
SEE SHEET 10
SCALE: 1*a40'
51 49 48 кстатит
50 3-472'35
6-114240° L=24.10 65879'09*
2*62673° L-87.04
L-38.85" 11,40
28222150 8222150 R=328.00(=127.98 60'. (M173 93* CURVE TABLE
50.00 N772412T DELTA RADIUS LENGTH
223548 10000" 4817
LOT "D° 5169* 100.00 2847
0082. 0087-8 _ 200000° 68.39
NO DO CO 12128 1287: MOOST 2000,00 2318*
-SHET HAS 01223322 2000.00 15.02
L-62.00 N632YHB) 8/1 1 028 185.00 14.95
0D000*
75.00° 191,28
TEE SHET 13
S0783711* (-8586'
N00 4208°C(R) 11728* M100000T 14549 10709*
ss. - F
L HERS IS MODOE 100.61*
N743034T
235,14' 65.32 40.38
72205 91.37
72.20° 18205- ,59%82 32269
110.02 MASSOZOIN PARCEL
N0049352 121.5/ 11069* 887% PARCEL KAP, P.M.B. 221/13-24 N0019357 11610° sc. 1,59 SF. 05.27 S.F. 59 Oil
N0049'302 N0049332 29261 ASS.SZSIN A,SOZASIN
72.00 9T20%
30.72 8970'23 W 230.97* N743054€
28.00~ 28.00% 00 09*7
09.55 C/L PLAINSMAN CIRCLE
250,91*
74.00 74.00* 74.00° 1725/4%
67 4. 18 08612
66 52KZ
SEE SHEET 6
2017-0339395
DRIGINA 456
SHEET 9 OF 14 SHEETS 8
W THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNI TRACT NO. 36485-2
BEING A SUBDIMSION OF ALL OF PARCEZ 10 AND A PORTION OF PARCEL 11 AND ALL OF LOTS N° AND H AND A THROUGH 24 INCLUSIVE
K & A ENGINERING, INC JUNE 2015
LOT VV PARCEL 5
PARCEL MAP NO. 32269 PARCEL MAP NO. 32269
P.M.B. 220/13-24 М.В. 221/13-24
SCALE: 1°=40*
(N89'33100) 2186.05' TO MON. ¡CA NORMANDY ROAD LOT TT
930 Li' TO NON PARCEL MAP NO.
32269 P.M.B.
SECTIOV LINE
---- 221/13-24
„SE
1092000 21A81 8545*
153.90 40.18° 72.83° LINE TABLE
72.76 72.76 3k.00
8-558 BEARNG DISTANCE
N1220 30° 1614*
(2-131,90) 22,99
6-23208* L=95 м +0809 N430/275 22.09
Re1900.00) N075000% 000% 34... MO12401 23201
IND75000W 116.57 0951
1230 sr. V004777728(8) 109,39 042624101) (38.237)
(N89:33002 30522
SO AND AROSPIT 138.04 137.34 127.06 1740
PEP TH NO.
M.B. 60/61-74
273 CURVE TABLE
N827000°€ 142.00 - (=72.28" Re5QQ00 008C DELTA RADUS LENGTH 100.00 10.21
.02os-7 4920/7 /38 8 N821000E 249.30' CTS SEE SHEET 10 426'53* 100. c0 7.75* 4873272'% COBE 162620 6500"
1137° sr. 18628 - 169.00' 10'37922 65.00
CAL CROOKED TRAIL DRIVE LOT AS 100.00"
1329777 76.38 21.84 199231 528.001 10.66
SEE DETAIL D° 70.37 i28.00 N8210'00°E 328,00%
272 SHET 12
-SO LOSINg 272.00 37.76
N85 47233(9) 300.007 41.671
51.36. T00.50 12800
16-190983 302.001 42,52
2800 87.17 cIt CIO 20,961
1098 2239787 CA. DIABLO WAY 9,702 S.F. 528.00
100.00 101242 100.001 17.971
N142425 47030 C/ COETZ ROAD 84.72 NБOE3Г" 6881° N2823452(8) (W:556179387.35) 110.74 58.00 N77383OT 11000'
LOT"S N773030E 1240 SK. 67.42 LOT C
N1221'30 W M172130 72.00
7305 TCr MERRICK LANE
MS4023 37,.45 BOSS SE N1221 30*% M122/30 W 23837 Mzz130 23a57 N122130W 238.57 7462 328.54 42886 371.48 28.05 210.00t
M122130W 102.00
H7738307
N773830T 107.00 76.00 107
110.00
128.54 312.22 112
101, 2005 L 15 A
127
SEE SHEET 7
2017-0339395
ORIGINA 456
LINE TABLE CURVE TABLE LINE TABLE CON'T SHEET 10 OF 14 SHEETS SEARING DISTANCE DELTA RADIUS LENGTH IN THE CITY OF MENIFE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NO. DISTANCE (Ne4:3501) (16192 17922) 528.00 10.66. 1927253 24.02
893504 W 1300" 1077481 109,00 17.97 TRACT NO. 36485-2 0055003 10772487 100.003 17,97
H77:330 1855L 412:38* 328.00 21.10
NI221:80H 157201 277,00 1778 SCALE 1'=40
NO1Z41W 22.92 65,001 12,001 THROUGH 24, INCLUSIVE, OFFIQIAL RECORDS OF RIVERSIDE COUNTY, CALFORNIA LOCATED IN SECTION & TOWNSHIP 6 Nº101227 2208* 1715'35 50.00 15.05 SOUTH, RANGE 3 WEST, S.B.M.
N3972:39*2 13041 0rx00 1500 237 K & A ENGINEERING INC JUNE, 2015 N0026367 14.00 0530472 315,00 50310 PARCEL 5 PARCEL 6
16746392 2.00 043746" 185,00% 14,951 PARCEL MAP NO. 32269 PARCEL MAP NO. 32269 N704902W P.M.B. 221/13-24 P.M.B. 223/13-24
C/L NORMANDY ROAD LOT SS
- TO C/L INT. PARCEL MAP NO.
LOT IT P.M.B. 221/13-24 32269 P.M.B.
(Nв9-500g 2185.05% PARCEL MAP NO.
1135 J9* TO NON → 221/13-24
32269 P.M.B.
• SECTON LINE 221/13-24 59.45' 28.00°
1893300) 1370.54' N002700 E
20.78* 1500°
103671 541 0027 00 3
73.60° 72.00 23300) 242.58 10.00)
72.00 72.00' 72.00° 72.009 69.05% 67.571 77.95
- 000012302.
,9C-801 30001 9p601 , 92601 96601
7,944 S.F. 1.887 st. 1.39 SE. 8.17 sr. 2.95,9Z.00N ,1822 i2700W N004227H(R) 102.39° 7,857 SF. 4 7.856 SF. (
29C S2.00N 195,92.00N 29C9200N 2.95,92.00N 29992.000 3,95,92.00N 562 95031 2800% = 40.99"
(-64.50" 2.S0,95 +OM
5094: 72.00 72.00* 72,00° 35,50
S3 2SLLHSON 10209
LOT "A"
N893304W 52g.44)
219,50°
279.50 -
CA CROOKED TRAL BRIDE 128.00 SEE DETAL
.00TS 90 c0 N797516% SHEET M
39g200 0089 61.70' 2.00° 72.00° - 1099°
SEE SHEET 9 CZLESN HI63906 71610
12.02 .00005 00-001
,1225 37.00 1203, 00801 OZS01 02020 - 39.17
109.
4-60701 2.90 92.00N 79% 9Z.00N 111677
N273830Z 11.35 6x124826 L-60.11* 2 90 92.00N
(50.50* 51.53 - N150822*
72.00$ V837239W
7257° No43556' 86.28* 64.21 72.18° 10167 - NI235224 79.08
2.10 r. 0-124826 R-600.00 2-134.12 25. 55° N8177407
8-124828* R=637.00° Lw142.39 46,89°
1200° 38.08°
N122130W 238.57 •C/ MERRICK LANE Re58300' Lm126.85 (665.73 064122 NOSE 427 W2221302 23837 N773830Z 10200 LOT "8 *50 Leru
NOS 5577 (R) 112.85 49 NO3D4A2W
12801 (0)3, +224.SON 8193 SF.
L-5064 9-2000.00
A LOT 131 OS 115.28 N203900
(0.23 AC) N122130W 2.00.00.0UN 110.10%
107 S1142a•
N022130 18698 3n62613°
1. 38.85 R=328.00 0-2735'48° >112sE 2402
21.62.98 1222130* Re 100.00 10.00
LOT "y" 80.39: N722412E 1192225
NO DO DO W GIO
SEE SHEET 8
IN THE CITY OF MENFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNEA SHEET 11 OF 14 SHEETS
LINE TABLE
BEARING DISTANCE
TRACT NO. 36485-2 N0026'8T
3825
12 40,99*
RECORDED IN BOOK 221 OF PARCEL MAPS, PAGES 13 1474519%
2017-0339595 456 LOCATED IN SECTION 6, TOMNSHIP 6 8.00
THROUGH 24, INCLUSIVE OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFOR A
15.00 15] 4°4558 2.98.
RIGINAL K & A ENCENEERING, INC FEBRUARY, 2015 (N224520 ((R) 7000 CURVE TABLE 5775) 20.00
N162555 1616
DELTA RADIUS LENGIM 19 NS159'59°((R) 2000*
C/L CROOKED TRAIL
109748" 100.00 17.97 110 15: 0959 (R) 20 00l
22/303 5039:30 56.00° 59-31 DRIVE 111 88457225. 75.37
0376'02" 985 00. 56.74 L12 4894732 72.00
07031 515.00' 65.691 LIS W844001 W 7224
8D 023579 1542,001 71.02 114 Nº22643 1252
140975* 61,001 1507° L15 72.19
0989 3.9S,9Z.00N
416 18346'39 72.36
L17 36.05
109 LIa N4S16'
2234
N893300 L19 10026422 82,591
175 15 120 .(0e220202 87,35
N7425052
.1924 -Ra637.00' La142.39> 84124826* O=8•50000 134120E 9Z9KZ9 122 N3923207 3: 02 SEE DETAL D° 123 N440Z5O 28.26
SHEET 22 '35 124 N13392178 20,37
167.33 125 1160437 84.77
126 54029 73.62
3074
107 122 M528202 7361
41355 012E 7353)
429 M2210° 2350"
N NOC ZIN Notesta 2325-
106 CO'ZL 1922130'W 2,37 N070602 2271
N993300L1915 L32
N0479: N 72.55
MO2148'49*W 72.67
N003125 Y 21,50
50 105 Noster? 9SES N48325W 64.30
72.03 SHI'C9 W 21231
81 SL N09 58'16 H 2-737105 0876'38 B=70:39'27° 1,39 Nº27740° 7127* L40 N899100 72.00
R=4800
10322) • 2-59,19" HESTON 5845
142 21.75
ASSUME 245 NO1SS357 5247.
N353638 2217
92 5L 12400г N273926°W 1375531% 3205*
*246 N4549:67 28.28
447 3248
248 N049302 66.202
N0829 577W (N053078 Nº9035* R~2163.00' 149 N1458487 37493 102
110.60 150 N0049:117 50 00*
C/L ANDALUCIA WAY 1.57 3379387 37.41
1,52 N$1229
153 N0026'S62 1500.
27.9047 4-713723* LSE N$25121
R=48.00' NO2O508E 657
-2-60.00 112802% 32.00
8262026* 7105*
N3 48021(0) 75.35
502601 9r 905 1 0) M0v923% 1,59 1702902 m 722°
C/L GOETZ ROAD 22992*7
SEE SHET B A
98 147.55' 0049'35Y 291.18
270.20
19 0040057 205
LOT 131 O.S. 82
18 4e7350'02
A 17 Ro42.00
La61,85
IN AI
16 88
3 15
Pretapa
6-392179
M.ST. IS.COM 14
C/L AUDIE MURPHY ROAD SOUTH
10 LOT 132 O.5.
628 AC
SCALE: 1=100
189099)
C/L AUDIE MURPHY ROAD SOUTH
LOT 130 O.S.
2017-0339395 456
ORIGINAL
SHEET 12 OF 14 SHEETS 83
LINE TABLE N THE CTTY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIPORNIA
SEARNC OSTANCE CURVE TABLE CURVE TABLE
= 22,34 DELTA RADIUS LENG IN TRACT NO. 36485-2 DELTA RADIUS LENGTH N00764222 52.39. 115100* 72.50 1504° 177533 144,00% 4332 0049 35T U557 1,76 BONG A SUBOYSION OF ALL OF PARCEL 10 AND A PORTION OF PARCEL 11 AND ALL OF LOTS "N" AND "I AND A 203022 66.00 23,68 N1835257) 16,53 102839 6200° 1094 031221 5400* 1937-
(N18:S257) 16.30" 0232081 (1990.00) 2514. 00R100 1555,00* 12.00" 75951 1048* A66)Д IT RANST KASSRU 001722* 1955.00 9.95
N9233230 1044. (1832002 (36262 K & A ENGINEERING INC JUNE 2015 N7274277 004207 (81,300) 8.86.
240938 72.50 1049
C/L CROOKED TRAIL DRIVE
4-0876'55" R-500.00° L~72.28°
6-0130'38°
14607 N$210'00E. 0-032530° 0. 500 00.
178.28* Lu 4232
2.00.0V.OON LEEZETON
LOT 132 OS
N8J45391 SON
Neo 5U42* 1821000°E 176.28*
21.84 N8535'59E
₫x711'26" Ro1537.00° V953039E 28.00
Lo 192,89° 28.002
LOTH
68.00 2324 0124013
LOr T 23. 22.99
= 24
28.00 (4=0643'40"
2083849° Ro1500.00
Re1500.00 (=176.139
S00001'55- C/ AUDIE MURPHY ROAD SOUTH DETAIL. "C
L-214 SCALE: 1°~20"
DETAIL "A" SECTON UNE
C/L NORMANDY ROAD •
SCALE: 120'
(N2620780 (39.25)
PORTION OF PARCEL 11
PARCEL MAP NO. 32269
ALA SE SHET B P.M.8. 221/13-24 (4754 35E(8))
12 OS =cio
C12
(8-558'39 Ra1900.00° L 74230°R
C/ COETZ ROAD N2742'50 TESS
119.025 20LLL29N T16.00
LOT 7° (-131.90)
37,00 260ISZ S192 LOT 130 OS
023071- N139677
C/. AUDIE MURPHY-
- ROAD SOUTH 33e52 20.00 NEW 619
DETAIL "B"
SCALE: 1°=30'
DETAIL "D'
SCALE: 1%20°
4560 IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALFORNIA SHEET 13 OF 14 SHEETS LINE TABLE TRACT NO. 36485-2
BEARING DISTANCE LINE TABLE
BENG A SUBSION DE ALL OF PARCEL 1O AND A PORTION OF PARCEL 11 AND ALL OF LOTS N° AND M AND A N89:33:00°€ 160€ PORTION OF LOT X AS SHOWN ON PARCEL MAP NO. 32269, RECORDED IN BOOK 221 OF PARCEL MAPS, PAGES 13 NO DEARING • DSTANCE N102820 3312 THROUGH 24, INCLUSIVE OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 6, TOWNSHIP 6 LIS 008352502 219" access N150872 s155 SQUIR RANGE 3 MOST S8ML (N18'35757) 055* ORIGINAL K & A ENCENEERING, INC (N183525)1 16.30
N0927001 3847 FEBRUARY, 2015 218 3093 1 091
2017-0339395
N262046 W 71.05
N313807 E(R) 75.853 CURVE TABLE
NJ1X802 m 32.00 SCALE: 1'-50*
N192725 w 2402 DELTA RADIUS LENGTH
L10 N652117T 1,55' 123535 50.001 15.06
091* 0r40'05 11S 00* 9.10
L12 89:35:00 W 20.78 C3 1715'34 35.00 10.54
N89'3.3002 108 cross 100.001 8153
193521 22.95 0530'45* 800.001 26.97
MATCHLINE SEE BELOW 1282528| 3500 7620
C/. NORMANDY ROAD 12445281 $0.00 108 AT
4455222 3500 2245
S0 00* 38.22
CIO 81100) 1500
_CHI 0976'15 400.001 B852
817708 2000.00 5054
N893300 W 175.15 16.161
063746 200 001
738-30 SEE SHEET 14 CH 053036 315.00 30 31.
GECT CIS 013746 185.001 M.953
0806'41" 85.000 12,03*
C17 075041" 100 00" 1369*
68 CI8 353638* $0.00: 11.95
15112 06-5401 1500% 223
162.33 C20 0003459 (87,100). 1064
C21 000521 (813002 1,50
132 aS C22 000135 (83.002 042
N064715E 257522 107.50' 27,72
VG436357 C24 360258* 72.50 45.62*
• SEE DETAL P
SHEET 38
A-1758'43
SEE DETAL T R=48.00'
SHEET 16 0922IAL9CKSIN L=15.06" NI933aSW
WHISPERING
10c 7 PINES CIRCLE 229.90'
12 as
181
SE DETAIL T 132 OS
SHEET 16
N344943*
68.98 SEE DETAIL
8,52,10.91 * BELOW
SE SHET 4 A
17242
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137.77
1342943₴ 18
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DETAIL "K
SCALE: N.T.S
SHEET 14 OF 14 SHEETS
IN THE CITY OF MENFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNEA TRACT NO. 36485-2
BENG A SUBDIVISION OF ALL OF PARCEL 10 AND A PORTION OF PARCEL I! AND ALL OF LOTS N° AND W AND A PORTION OF LOT X AS SHOWN ON PARCEL MAP NO • OF PARCEL MAPS, PAGES 13 THROUGH 24, INCLUSIVE OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA LOCATED IN SECTIOW 6, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SBU
K & A ENGINEERING, INC LINE TABLE
FEBRUARY, 2015
2017-0339395 NO BEARING DISTANCE
ORIGINA
2000
12 N684552T 2.531
345'
N657032T
N3AS036 15.84
M39:30007 20.00"
5897900C 15.06
215
N3450.56 W 8 05*
6-175845 210] 3E521177 755)
R=42,00°
1=15.06' NES 20'007 55,302
212 N65:20007 21.01
87.12 NES2T17E 1.531
300g 1933253 2295
13430'361 eos:
50-0025 L16 LN33036EE 187,36
CURVE TABLE
(WHISPERING NO. DELTA RADIUS LENGTH
150914 48.001 11.021
¡ PINES C2 152716 48.00* 28.03
CIRCLE C3 104437 1 48 00' 2.00
81 B2 aS 352100 48.00* 29.61
1752°02 66 00° 2058฿
5982I 05 240738° | 48.00 20151
02200) c7 253151 48.00 21.39*
c8 243728 48.00 20.63
1575'00 70.00' 16.41
CIO 4972'34" 48 по1 41.23
9677373 15.00 STRZ
C12 9677373 30 00'
m7701 35.001 67,981
2576'35 32.50*
CiS 00-36-59 2000.00' 21.51*
C16 0453148 35 001 2. 77
C17 845500° 3500
CIg 934S 5000% 79.24
C19 013407 2000.00 68.191
C20 0039'91 2000.001 238
0122:32 2000.00 ARtY
C20 0141:30 8:3 001 24.01
C27 C21 00a2o7 813,00 9,95
DETAIL E" 2/3 C22 1254528 35.001 76 21
SCALE: 1°-30° C231 A3s53 15.00 51.22
C24 122202 15.00* 7551
C25 8355536 35.00 51.27
9478 05° 20.00' 32.92
C27 0535'00* 20 001 1201
4=132673*
56543320 44373500: 8•19000
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L=16.05
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1337538) 1539) PINES
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THIS SHEET
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367206°5 E DETAIL P
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TRAIL DRIVE
DETAIL "C I
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519705875
2200
46 DETAIL P
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
KOHANDY KU
MERPORT RO J
PROJECT LOCATION INDEX SHEET MO.i
TITLE SHEET
NORMANDY PLAN & PROFILE
VICINITY REAP HEADWALL & DETAILS
ROAD LAT B-7, LAT B-10, & LAT B-16 PROFILES
THOMAS SEAS DE PAR B67
GENERAL NOTES R.C.F.C. & W.C.D. STANDARD DRAWINGS
THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL JS 226 JUNCTION STRUCTURE NO. 1 IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE MIH INE JS 228 JUNCTION STRUCTURE NO. 3
REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S M.Q.U. STANDARD MANHOLE NO. 3
AND ROF&WCD STANDARD MANUAL FOR THE LATEST DRAWINGS AND IT-X INDICATES PERCOLATION MANHOLE FRAME & COVER NON-ROCKING PLEASE THE PUBLICATIONS AND ' LOCATIONS SANGA SO SEPORT BARED AT 0, 21ES THE SANDARU MANUAL Marcau
PAGE FOUND ON THE DISTRICT'S WEBSITE. THE SOILS REPORT DATED MAY 20, 2013. STANDARD DROP STEP.
LOCATIONS SHOWN ARE APPROXIMATE. Mt 801 CHAIN LINK FENCE DETAILS :: 15. TO ME ONE BASIS MEASURED FROM THE TOP OF CUR M 814 ABBREVIATIONS AND SYMBOLS M 815 BEDDING DETAILS
BETAS TIMBER BULKHEADS - 24" & 36°
STANDARD PLANS FOR PUBLIC WORKS CONST.
OTHERWSE NOTED.
DINERVASE NOTE BETERS TO CENTERLINE OF CONSTRUCTION UNLESS 360-2 CALCIN BAKKIEN
END PROJECTI STANDAR TO DIST STANDARD RAMES AS NOTED HEA
CONNECTOR PIPE REFER TO THE
20. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE CALTRANS STANDARD PLANS ALERT 1.830.227.2600. CAST IN PLACE RENFORCED CONCRETE SINGLE BOX CULVERT gou
PASEO 21.
082 CAST IN PLACE REINFORCED CALVERT EXTENSION, DETAL CONCRETE BOX CULVERT MISC. DETAILS
TO PREVENT PONDING WATER AND DAMAGE TO
D86A WARPED WINGWALL
B71-47 CAN MARG
22. DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING LINE ALL CROSS SECTONS ARE TAKEN LOOKING DOWNSTREAM. ESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY
OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS
FOLATIONS OF UTILITES ARE APPROXMATE UNLESS OTHERMISE
BEGIN PROJECT 2 23. THE CONTRACTOR OR DEVELOPER SHALL
UNLESS OTHERWISE SPECIFIED, MINIMUM STREET DAX ASPHALT OVER ROUSTS 2 OREGATE SAGE TO THE CONICENCENENT OF ANY MEAL HECUARORY FERNTS SHALL
BASE OR AS SPECIFIED BY THE ENGINEER
INDEX MAP UCTURE NO: 4 (AS 229) UNLESS OF SINSE CONFORM TO JUNCT 200'
EXCEPT FOR COVER <2 FEET. FOR CONCRETE SLURRY (2000 25.
PSI - 2 SACK) SHALL USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUW AND 12 INCHES MAXIMUM ABOVE THE TOP NO. BOX 40t. PM 32269 RL 8/15/2016
urine Pre
PN: 04-110 Don't Dig Unte You Cat 'U.S.A. Toll Frec REVISIONS RIVERSIDE COUNTY FLOOD CONTROL SALT CREEK-SALT CREEK CHANNEL NGINEERNG 357 M SHRAN STRET AND 4-0-00379
DIAL 871 WATER CONSERVATON DISTRICT LINE B
ICE NO. 01273 8.3.16 DRAWING NO.
ERVING Mile STAGE 2 4-1101
DP. 6-30-17
SHEET NO.
7127114 I DAT: 9/14/2016. 1 9/15/2016. TITLE SHEET
16+00 17+00
14÷00 15+00
-NOTE: GONTRACTOR: SHALL PROTECT IN PLACE ALL
THE
STORM DRAIN UNLESS OTHERWISE, NOTED STORM
MATCH LINE ESH'T DRAN ESAT
17.5 17.51
1410
1410 PROPOSED GROUND O E
MATCH.
1405
1405
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27A 047.07
S930- 1400
1400
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1395
1395 SECTION_AT STA 16:150
Si-0.0050- 13÷50 TO STA. 17+00
1393.71
.1392.63 11390
1392-45
LAT B-
14+59.07 15+08:29 SO SO LEO
385
-134 A 15+16
1385 88.95 7
NORALL
M0= 352 Cs STA 17÷00
0100- 1380
1380 IVMAX=11.- ENGTH ! RADIUS
97.62| N3450'56 W
375
1375
TR 31822-1 LOT$ 69 & 70 PROFILE
APNs 358-070-024 & 0,25
CE CURVE DATA
€ CURVE DATA WARNING:
(14i0)2 59'53'46° GAS MAN LOCATION UNDETERMINED
AT TRE OF PLAN PREPARATION
5+08.29
16+02.
4.155. TR 38485-2 LOT 132
1405-
APN 358-740-069
SORM DKAN
CONSTRUCTION NOTES
LAT B-1a.
1P 10364 • CONST. 10'(W) x 4'(H) R.C.B. PER CALTRANS STD. PLAN D8O 2 CONST. MANHOLE NO. 3 PER R.C.F.C & W.C.D. STD. DWG. NO. MH253 4 10W × 4H
STORM DRAIN ELEV R-1394.00, ELEV S=1393.97
3 A2oe 30
h.u.s LAT 8-1b: A=46'36'18", B=30", C=11.4, ELEV R=1394.03, AN HOLN PARCEL CONST. 30" R.C.P. (O LOAD PER PROFILE)
P.M. 32269
ROAD (SOUTH) CONST. TIMBER BULKHEAD PER DETAIL SHEET 5
SEE IP14-050 CONST. 15° ACCESS ROAD MTH 4" THICK CLASS II BASE CURVE DATA LINE BE g
@ BARRAC
MAP CONST. REMOVABLE BOLLARD PER DETAIL ON SHEET 5
90.00 E SD INT.
10+00.00 LAT B-1
2T0600
4 SD INT. LAT B-1b
72.188 10+00.00 LAT 8-1 PARCEL
15+39.12 LINE* STORM DRAIN : P.M. 32269
040710100
R.C.B. M.B. 221/13-24
PLAN 7:809 559
KRE 8/25/2016 PM 32269
PROJECT NO.
REVISIONS RIVERSIDE COUNTY FLOOD CONTROL SALT CREEK-SALT CREEK CHANNEL PN: 04-110 Don't Dig Until You Call USA. Job FrE 4-O--00379 WATER CONSERVATION DISTRICT LINE B: DRAWIN
B:3.16 STAGE 2 41901
SEE NO 612 53
Ma 3025 SHEET NO
_54x/tave IATE 9/17/2016 STA 13+50 TO: 17+00 3 OF
18+00 18+00
17+00
STORM DRAIN UNLESS OTHERWISE NOTED
€ STORM
ROPOSED GROUND GE ESM'T DRAN • ESM'T
17.5 17.5
1410
1410 MATCH LINE PROPOSED GROUND S9 MES P4553199
SEAWALL
1405 1404.50 - 1401.131 WSE700
1405 (-0835)
TUGU
1400
1400
1397/00 10'W × 4'H R.C.B.
1395
1395 1394.984 S-0:0050
1394.55 BC 1395,77 •CUTOFF! TYPICAL SOM SAN 175010 STA 18119.66
PVC WALL
1394.20
UBORAIR 11390
1390 1P14-05T
1385
1385
TA-18-11.92 MON
WHISPERING PINES CIRCLE
11380 MAINTANED BY CIY OF MENIFEE (TR. 36485-2)
1000-91
1380
®
71375 • MAINTANED BY ONY OF MEMFEE
1375
SUBDRAIN PROFILE PROFILE ROES Access
PER 1R1409
ARCEL 3 •STORM DRAIN
.M. 3226 EASEMENT PER TRACT
1 X TR/38485-2 LOT 132 M.B. 221/13-24
CONSTRUCTION NOTES (MAINTAINED BY CITY OF MENIFEE)
CONST. 10(W) X 4(H) R.C.B. PER CALTRANS STD. PEAN D&D
2 CONST. WARPED WINGWALLS PER CALTRANS STD. PLAN DEGA
456 / 12-85
3 PLAST: 1/A TON ROCK RIP-RAP PER SECTON B-B ON SHEET 5 (W X E PER 00+L 10'W X 4H STORM 1405- CONST SLOPED PROTECTON BARRER PER SP.P.W.C. SID. PLAN. 360-2 MODIFY ORAIN R.C.B.
CONST. 24" R.C.P. CLIV
INSTALL 12" PVC SUBDRAIN PIPE
CONST. JUNCTION STRUCTURE NO. 3 PER R.C.F.C.D.&MC.D. STD. DWG. NO. JS ® WEST PASED 226; ELEV S-1394.55 PER IP14
CONST. MONITORING WELL PER DETAIL ON SHEET 5
CONST. 15 ACCESS ROAD WITH 4" THICK CLASS II BASE
CONST. REMOVABLE BOLLARD PER DETAIL ON SHEET 5
OR PROACHT
TABLE END L5
CURVE DATA ©12" SUBDRAIN- 15
DEANING
75.68'| N3450'5G"w HE LINE DATA
BEARING 15561387E
86.51" N70'58'22 E FLE LINE DATA
:N29'03'22"₩ ARING = N155638 E
07:00
€9.94'| N34'50*56
PLAN
KR# 8/25/2016 PM 32269
RIVERSIDE COUNTNE FLOOD CONTROL SALT CREEK-SALT CREEK CHANNEL 4-0-00379 PN: 04-110 Don' Dia Unta You Call USA Toil Fre REVISIONS CASSANG DAL 871 WATER CONCRVATON MISTE LINE B
DRAMING NU
KA MORANG STAGE 2 4-1101
1561255 shity timer: al H. Will
SHEET NO.
94iz/301k DATE: 9/14/20162 STA 17+00 - 18+19.66 6
A Ratin