IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 1 OF 8 SHEETS
RECORDER'S STATEMENT
TRACT NO. 32101
42-40 00 OR 44 GUS MA U MAPS 20/5.
BEING A SUBDIVISION OF PORTIONS OF PARCELS 31 THROUGH 33, INCLUSIVE, PAGES AT THE REQUEST OF THE CITY OF PARCEL MAP 21838, IN BOOK 146, PAGES 1 THROUGH 26, INCLUSIVE, OF CITY OF MENIFEE PARCEL MAPS; ALSO BEING A PORTION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 4874, FLE 24.00 RECORDED JUNE 24, 2005, AS INSTRUMENT NO. 2005-0501831, OFFICIAL RECORDS OF NUMBER 2015-0367463 2015-0367463 ORIGINAL RIVERSIDE COUNTY, LYING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M.
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014
SUBDIVISION GUARANTEE:
FIRST AMERICAN TITLE INSURANCE COMPANY
OWNER'S STATEMENT
SURVEYOR'S STATEMENT
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD
SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND WITHIN IME DISINCE BRUCA LINE.
LOCAL ORDINANCE AT THE REQUEST OF DIAMOND BROTHERS FIVE PARTNERSHIP ON WAY •FOR PUBLIC PURPOSES: AUGUS| 2o. 2013. | HEREBY STATE THAT ALL MONUMENTS ARE OF CHARACTER AND OCCUPY Т "A" THROUGH LOT "M". INCLUS/\ THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. THE POSITIONS INDICATED OR IHAI IHEY WILL BE SEI IN ACCORDANCE WIIH INE
THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE,
SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP AS A CONDITION OF DEDICATION OF LOT "B", BRIGGS ROAD, THE OWNERS OF LOTS 29 THROUGH SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS AND LOTS 34 THROUGH 57, INCLUSIVE, ARUITING THIS HHWAY AND DURING SUCH TIME SURVEY IS TRUE AND COMPLETE AS SHOWN.
WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF ANY CHANGE OF LAND
VACATION THEREOF SHALL TERMINATE THIS CONDITION
AN AMENS RIGHTS AS TO THE PART VACATED. DATE: JULY 24 - 2015 with a. Will NO. 5529
ACE 35 EXCEPT THE GUNNAL HIS HE VACATION THERE SHALL TERMINATE THIS MATTHEW E. WEBB L.S. 5529
CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED.
CITY SURVEYOR'S STATEMENT
THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE. I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND THAT I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT.
DATE: 4AUGUST, 2015
STORM DRAIN DEDICATION IS FOR FLOOD CONSES or Demir W Jarda DENNIS JANDA, P.L.S. 6359 NO MAHE A
SNIFEE AS SHOWN HERER. 202, INCLUSIVE, CITY SURVEYOR, CITY OF MENIFEE No. 6359
LOS 34 THROUGH 48. INCLUSVE AND LOIS 55 HKOUGH 64. INCLUSIVE. WILL REMAIN NOI
STATE OF CALFS
DEVELOPARIS LINTI THE FAS-MENTS DESCRIRED IN INSTRUMFNT NO.86-24045.5 R-CORD-I SEPONED BY RECORDED NOTE SEPTEMBER 1986 AND INSTRUMENT NO. 10279, RECORDED FEBRUARY 2, 1968 HAVE BEEN
CITY ENGINEER'S STATEMENT
I HEREBY STATE THAT I HAVE SANE A APPEARED ON THE PENTATE MORE HEREON TRACT NO. 32101,
OWNER:
APPROVED BY THE RIVERSIDE COUNTY BOARD SUPERVISORS ON MARCH 29, 2005, AND ANY
DIAMOND ROTHERS FIVE PARTNERSHIP, LP, A CALIFORNIA LIMITED PARTNERSHIP
APPKOVED ALIERATONHEREOH THAILAN KANS DRAINAGE WURKS AND SEWERS SUFFICIENT TO PROTECT ALL LOTS IN THE SUBDIVISION FROM FLOODS HAVE BEEN APPROVED. THAT A DhyC COMPLETE SET OF PLANS FOR THE CONSTRUCTION OF ALL REQUIRED IMPROVEMENTS HAVE BEEN
HIS-TUNG CHANG, GENERAL PARTNE FILED WITH THE COMMUNITY DEVELOPMENT DEPARTMENT THAT THE SAME HAVE BEEN CHECKED
ANU AFFAUVED AND IMAI ALL IMFAUVCMENIS MAVE BEEN COMPLETED IN ACCORDANCE WITH THE
MENIFEE COVERING COMPLETION OF ALL IMPROVEMENTS AND SPECIFYING THE TIME FOR COMPLETING THE SAME AS MAY BE REQUIRED BY THE CONDITIONS OF APPROVAL DATED MARCH 29, 2005.
NOTARY ACKNOWLEDGEMENT AUGUST 4
= 2015
TRULES ACUAT OR SUIT OF THE OUGHTAE SATED AND THE OTHE tooth A REGISTERED D JONATHAN G. SMITH, R.C.E. 61253
CITY ENGINEER, CITY OF MENIFEE
TATE OF CALIFORNIA Exp. 6/30/17
OUNTY OF SANBRRNARDIN
ON JnLY 23 2015 BEFORE ME, BHAViSH-R. PATEL ATE OF CALIF
A NOTARY
PUBLIC, PERSONALLY APPEARED GEORGE CHIAO-TUNG CHANG, GENERAL PARTNER, WHO PROVED TO ME ON MENIFEE CITY CLERK CERTIFICATE
THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE : SAME IN HIS AUTHORIZED CAPACITYLES),
THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS CITY COUNCIL, HEREBY AND THAT BY HIS SIGNATURESSY ON THE INSTRUMENT THE PERSONS OR THE ENTITY UPON BEHALF OF APPROVES THE TRACT MAP NO 30101 AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON FOR WHICH THE PERSONGST ACTED, EXECUTED THE INSTRUMENT. PUBLIC STREET AND PUBLIC UTILITY PURPOSES. THE COUNCIL DECLARES THE ACCEPTANCE OF THE
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE OFFER(S) IS TO VEST TITLE IN THE CITY ON BEHALF OF THE PUBLIC FOR SAID PURPOSES BUT THAT
FOREGOING PARAGRAPH IS TRUE AND CORRECT SAID STREFTS SHALL NOT BECOME PART OF THE CITY MAINTAINED STREET SYSTEM UNTIL ACCEPTED BY RESOLUTION OF THIS CITY.
WITNESS MY HAND.
FOR STREET AND PUBLIC UTILITY PURPOSES: LOT A (DOMENIGONI PARKWAY), LOT B (BRIGGS ROAD), Burreen drin B.19 MY COMMISSION NO: 19716279-- LOT C (BEACHSTONE WAY), LOT D (SILVERSTONE COURT), LOT E (STARLIGHT WAY), LOT F (QUAILROCK SIGNATURE VE), LOT G (FELSPAR COURT), LOT H (CALIFA CIRCLE), LOT 1 (CALLE CANTE), LOT J (WOODL BHAVESH R. PATIL BUECT 10 IMPROVEMENTURT, LOT LAGO WAY, AND LOT M (CONTESSA COU
PRINT NAME
MY COMMISSION EXPIRES: МАЕС 302016 FOR CONSENUCTION AND MAN ELANCE OF DERAGE AUN 1S HERE ACE COUTROL PURPOSES MY PRINCIPAL PLACE OF BUSINESS IS SAN BERNARD COUNTY.
PURPOSE IS HERER SACE PEDAN OVER LOTS 3A AND 201 FOR DRANAGE AND MANTENANCE THE DRENCATION OF OPEN SPACE PURPOSES LOTS 199 THROUGH 202 INGLUSWE IN FEE IS HEREBY ABANDONMENT NOTE THE DEDICATION FOR PARK PURPOSES LOT 198 IN FEE AS SHOWN HEREON IS HEREBY ACCEPTED.
THE TENINE OF COMMO RECION FARIES IS HOTS BY ACE 28 FOR CONSTRUCTON AND
SEATED AND CERE SO CE MEANTIM ARE BOUR OF THIS PRACT MAUSINE,
DRAINAGE
004-0274333, O.F
WITHIN THE BOUNDARY OF THIS TRACT MAP. DATE Auquet 5, 2015. 2015 *Bennett
CITY CLERK, CITY OF MENIFEE,
RIVERSIDE COUNTY, CALIFORNIA
TAX BOND CERTIFICATE TAX COLLECTOR'S CERTIFICATE
LITE THE BOARD SUARE THE COUNT OF RESIDE CALFHANAETENED CAN FEEDE 13,400 "
AND ASPECIAL
ASSESSMENTS COLLECTED AS TAYES WHICHAT THE TIME OF FLING OF THIS MAP wITHi
OUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE, AND SAID BONL
AS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS
JuLy 28 - 2UIS DATE: Juey 28. 2015
ON KEN
COUNTY TAX COLLECTOR OUNTY TAX COLLECT
BY: Susa 5 Sana, DEPUTY
DEPUTY
SEC 36, T5S, R3W SCHEDULE "A"
SURVEYOR'S NOTES IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 2 OF 8 SHEETS 200 100 0 200 400
TRACT NO. 32101
SCALE: 1" = 200
BEING A SUBDIVISION OF PORTIONS OF PARCELS 31 THROUGH 33, INCLUSIVE OF PARCEL MAP 21838, IN BOOK 146, PAGES 1 THROUGH 26, INCLUSIVE, OF INDICATES SET 1°I.P. WITH METAL DISC, TAGGED LS 5529, FLUSH. PARCEL MAPS; ALSO BEING A PORTION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 4874, ENVIRONMENTAL CONSTRAINT INDICATES FOUND MONUMENTS AS NOTED. RECORDED JUNE 24, 2005, AS INSTRUMENT NO. 2005-0501831, OFFICIAL RECORDS OF SHEET NOTE (R1) INDICATES RECORD DATA PER PARCEL MAP 21838, PM 146/1-26. RIVERSIDE COUNTY, LYING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M. 2015-0367463 ORIGINAL 5R2) INDICATES RECORD DATA PER LLA 4874, RECORDED 07/24/200: ON ECS OK S INSTRUMENT NO. 2005-0501831, 0.1 ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014 THIS AFFECTS ALL LOTS
6. (R3) INDICATES RECORD DATA PER TRACT NO. 29837, MB 363/65-73 EASEMENT NOTES
7. (R4) NO. 26/20 DATA PER LA 5221, INST. 20080627851
AS SHOMN RAN ON, ON DO CONTROL PURPOSES AS CONTRE TENANT RADE FACILITIES
8. (R5)
A CERTER TO FACTOR OF 1009270 BOULEVARD
ON, FOR CONSTR DICATED TO PUBLIC USE, AS
TOTAL AREA = 64.02 ACRES GROSS. OMMUNITY TRAIL FACILITIE. SIMPSON ROAD RECORDED 02/02/1968, AS INSTRUMENT NO. 10279, O.R
FOR PIPELINE PURPOSES PER IN 12M IS THE RUMENT NO. 200-02 PUS SES RECORDONED HEREON LILL INDICATES RESTRICTED ACCESS. NEWPORT ROAD
A 1620E, AS INSTRUMENT NOR 20O- PURS02, S RE CRANDONED HEREON WINCHESTER ROAD SET 1" I.P. TAGGED "L.S. 5529",
BRIGG
A DRANTEE A EAT DES A TO EASE FOR RAMATE
13. NOTE: VICINITY MAP
CAS COMPANY, RECORDED 08/12/1987 NOT TO SCALE
DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS.
NOTE: DETAIL
C.&R.S PE SEE SHEET 8 FOR GPS CONTROL TIES.
CORDED 18 2071020/5-034746
Ka. For ECS Sheet, see ECS 100-016 FD 3/4" I.P. W/PLASTIC PLUG 25 N88'52'50'W 2628.73' (N88'53'00W R1 2628.77)
1314.37 (1314.39" R1)
1314.36' (1314.38 R1)
R1) - ESTABLISHED BY PRORATION
FO 11P WRAST PLUCE USED N31
132415 (132440 R) CY 75744-9 s00.50 - A252 ON 0/S 14671526.
SEE DETAIL 'B"
ON SHEET 3 BRIGGS ROAD
1305.80 1318 10'
(N89'01'08"W 1313.28" R2) (N89'01'03"W 1313.30' R1) 05. 000 IT 510.00° (510.00 R4) 89'00'58W 1313.28 N8900 58W 1313.28° 89:01 03" ' 1313.30' R1)
(N85'28'57"W 610.60 N852855°W 610.53
R1)
PED R0 106/1-26 N85'28'59'W_(R)
14232, FLUSH 4232 ALISH PER PM 146/195
R= 1650.00 = 10 21 1(
|=998.14' T=149.4
ESTABLISHED BY INTERSECTION =1650.00' 4=10'21: PARCEL 32 298.24' T=149.52' R
293750W(R)
- 78.85°
PARCEL 3 N121048 WR
PARCEL MAP NO. 21838 PER L.L.A. 4874 - 78.02'
PM 146/1-26 24.19'4=1756'19 L=602.44 1=1347'10° L=481.27 1324.22 PARCEL A
PER L.L.A. 5221 N3248'05 W(R)
PARCEL 2 SEE DETAIL "A" M1241387W() 1318.19° (1318.23' R1) PER L.L.A. 4874 ON SHEET 3
1967.19 (1961.26 R1) 7 ABANDONED
HEREON
PARCEL B
201
PER L.L.A. 5221 PARCEL 33 158 OPEN 845.09'
421395 L-72789008 7650 SPACE
7.58 ACRES 00
NOO'30'29"E 5300.14' (NO0'30'19"E 5300.26" R1) 56 aVOY
60 55
, /68
R/W PER INSTRUMEN 61 54
67 : SHEE
253.15 =9 363.42' RECORDED 04/15/2004 PA MATEONED 62 53 50
CHARLOT
66 , 52
ATo
-D 1" I.P. RIV. CO. TRANS., DN. 0.31 64
ER RIV. CO. R/W MAP 929-D
OF SECTION
72 173 \49 36
74 1591581574)
1601 155 148
PARCEL 33 75 161
162 147 NOO'35'59"E
76 154
163 SHEET 177 178 LOT
77 CANTE 153
PARCEL MAP NO. 21838 78 164 176 179 OPEN (NOO'35'49"E 5272.95' R1) 165 152
180 PACI
PM 146/1-26 175 .58 ACH
80 CALLE 16024 151
174 181 QUAILROCK
81 150
168 173 182 DRIVE-
82 149
ROAD 118/17 169 CIRCLE 183 43 EASTERLY LINE SECTION 36 2241.29' (2241.29" R2) _STRY PRORATION _83
LINDENBERGER 172 148
84% 118 42
• SFN, SET NOTHING 115 184 147
85 119 VILLAGO 170
(REALIGNEDY 114, WOODLAKE (1318.24' R1) NOO 35'59"E 527278' PARCEL 2 120 WOOD 146
1325.78' (1325.73' R1) 113 185
LLA 4874 CONTESSA 121
112, ·188
33100 186 39
- E LINDENBERGER ROAD RIY BRASS 111 122 <187 144
103+75 00 87 упод 110 123 143
101 192
E INT 109 189y90 142
102
10+00 UND 36
108 BRIGGS
TRANS 103 193 141
(688.86 R1) 88 C.. 198 ALDEA COURT) 35 ROAD
104
PARK 34 AHANDONFI
DOMENIGONI
89 X1.52 ACRE: 127 HEREON)
105 197196195
PARCEL 128
593 91 95 90971 33
90 91 92 98 134
129 130 131 132 133 12806) 1/6
CALIFA CIRCLE LOT "H" OPEN SPACE 1o,
STARLIGHT WAY 26,
PER MB 363/65-73
N80 18 17W 10 11 121131415 16 17 18 19 20 21| 22 23 24
|2156.08 (2156.09' R2) 28
N89'1847'W 2064.74
(1325.74' R1) 1325.7 (N89 18'54"W 2622.30' R1) N89'18'47"W 2622.26" (N89 18'58"W 2622.26" R2) LIEU OF i VASE ASE PLEN PLEPMN931-26 12 IN LEW STAR EARN LIEU OF
Or PARCEL:
36 TRACT 29837, MB 363/65-73 LP. W/NAIL AND TAG ILEG. ON 12' IN LEV 3685 1™ LP. W/LS 4230 TAG PER PM
@ NEWPORT ROAD N892836W 2620.14 ALLErIC AS S.t. CORNER SECION 31 16 2620.18' R1 SET TAG LS 5525
2015-0367463 4tle
ORIGINAL
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 3 OF 8 SHEETS 81 SEE 128.
TRACT 32101 SHEET 28.
354.40°- > 82
116 SEE SHEET SEE SHEET 2 FOR SURVEYORS
BEING A SUBDIVISION OF PORTIONS OF PARCELS 31 THROUGH 33, INCLUSIVE, 83 60,1g NOTES AND EASEMENT NOTES.
OF PARCEL MAP 21838, IN BOOK 146, PAGES 1 THROUGH 26, INCLUSIVE, OF pN30p231E/1001.40 N34'22'31"E N56'14'59 W 138.44 N53 16 4971 PARCEL MAPS; ALSO BEING A PORTION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 4874, 0342231E 192-85 N3345'01'E 117 RECORDED JUNE 24, 2005, AS INSTRUMENT NO. 2005-0501831, OFFICIAL RECORDS OF 115 LINE DATA TABLE RIVERSIDE COUNTY, LYING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M. 84 DISTANCE
58.000 LINE BEARING
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014 N5614'59'W 139.05' 118 7.46' N76°18'13"E
/DOMENIGONI N36'36'37'E 113.59' L17 | N29'13'12'W 16.48° 85 PARKWAY 28.03.
60 30 60 120 180 N5614'59 W 139.66° 0119
R=220.091 12001355
N83:55'56ER) S8.00.
SCALE: 1" = 60' 1199
113
30319% 232023- N335730 W(R) 0.5.5. _N8S03557() 120
CURVE DATA TABLE CURVE DATA TABLE
≤0, N55'47'21"E 114.44
CURVE RADIUS DELTA LENGTH TANGENT CURVE RADIUS DELTA LENGTH TANGENT
44.00° 23.68' N781500
48.00 052 31 04 C16 100.00' 005'14'12" 9.14' 4.57' NS 14591 1079:
DETAIL "A" CANTE C21 112 ,121
48.00' 064'53'20" 54.36' 30.51' C17 02157'15" 9.31' "A
48.00 18.39
NOT TO SCALE 99 NS6'40'07E 11445
48.00° 006'52'48' 5.76' 2.89' C18 400.00 003 31 08 24.57' 12.29' 86 48 00 008'18'24" 6.96' 3.49' C19 400.00' 006'06'57" 42.70° 21.37 111 1$122 N450543 (R) 133.21
48.001 047'44'48" 40.00' 21.24' C20 328.00' 003'06'02" 17.75' 8.88' N56'14'59'W 141.58' 100 FD 1 1/2" BRASS DISC, 2.00. N56'40'07'E 114.46'
48.00' 047'44'42" 40.00' 21.24 C21 000'36'12" 3.45' 1.73 MARKED AS SHOWN, ACCEPTED 328.00
AS C/L INTR. DOMENIGONI & N56'40'07E 136.57 130.85
100 00 02735'48" 48.17' 24.56' C22 372.00' 002'42'59" 17.64' 8.82' REALIGNED LINDENBERGER PER 9.8. 87 N33450TE 34028 | 110 c9 100.00' 027'35'48' 48.17' 24.56' C24 372.00' 021'37'48" 140.44' 71.06 RIV. CO. R/W MAP 929-DD 02981 98.901 101
C11 48.00' 014'41'06" 12.30' 6.19' C140 372.00' 018'42'03" | 12142 | 6125| C12 100.00' 015'06'16" 26.36' 13.26 104T8. N5640 07E 13320 012'29'32" 10.94' BEACHSTONE,
100 00' 21.80'
C15 100.00' 022'21'37" 39.03' *
110 761
(N89:0103 1313.30 R1)
890058W 1313.22 N55'37'23'W 20.00°
- (1263.30 R1) 126328'—
* PLUG RCE 14232 DN 0.2' PER PM →N56'32'27W PARK
02146/1-26. S89'0109"E 0.22' HELD FOR EAST WEST LINE. N6S5301 WIR V24'55'13E 88 SITE
PE p 21838 146/1-26 T =120.99
DETAIL "B' 28. 20. 30.0 k
303 N73 4425 W(R) 1.56 ACRES NET
IOT TO SCALE N585750 (R) N563227W |N38-4725W 1.50
L=210.42'c C70 021 545g 307.84'
- ROOM NO PER PLUG L=179.47 SEE DETAIL "'"-
10126-3 AND A 1 2E R=352.00' HEREON
16'28"E : 89 -A=17'34'26" 11650 MESOTTOE
1=6'24'44" N89:54'34.57.
25 =47,.90г A=033'39'35" L=107.97
- N88'52'50 2628.73 30 = 6292022.134 N80°0909 TW(R) 1=30'08'28" N74: 1=24'01'30"
60.37 N89'54'34'W 126.19) N89'54'34'W 340.16'
(885303131) R=400.00' A=033:39'35" 55.00' T 55.00' 55.00$
55.00• 71.19° 64. 83
N3422'31E 676.09' N7752'47 W(R) 98
17 703)
0.34 ACRES 1=9'45'25' R=428.00' R=400.00' R=372.00'
L 91 ₴ 92 125.00' 125.00' 97%
90 94 95 DETAIL ''
NOO'05'26"E 117.63' 93 96
- 120503 DOMENIGONI PARKWAY =68'37'300 NOO'05'26"E VOO'05'26"E N2216107) NOT TO SCALE =57.50° N1234'58 E(R)
=173.921 32.47'
108401 -16.96'\
12856'22 207•35487 C13 33.37 55.00$ 55.00' NO 1732(9) SEE SHEET 4
0. 18" •NOO 05'26"E 833 50.00° - 55.00°
1000 NOO'05'26"E-
N89'54'34"W 635.07'
20.00 112.87° 112.87'
259.245 "» 395,83- S5927 STARLIGHT
N6929'187(R) CALIFA CIRCLE 635.07 LOT
DETAIL "A" '. WAY
49.25' 55.00° 55.00' 55.00' 55.00' 55,001 55.00' 55.00 55.00' 55.00• 55.00$ 35.82' NOT TO SCALE 10 "E"
N22'29'20"E 151.75' VO6'5814"E(R) 121.72' 123.44' N62:52'47'E 105.69' 5 0087=8-
VOO'05'26"E 118.06' 100'05'26"E 118.86' 100'05'26"E 119.43' VOO'05'26"E 120.00' NOO'05'26"E 120.57' 100'05'26"E 121.15' 10 11 12 13 100'05'26"E 124.01' <=10283 2 VOO'05'26"E VOO'O5'26"E
15 16
V0O'05'26"E 35"E & 17
14 58.94'
, 100 60
101:75' 55.00' 55.00$
91 34° 55.00 55.00$ 55.00' 55.00' 55.00' 55.00$ 55.00' 55.00•
55.00' 55.00° 79.94'
- N89'18'47"W 2622.26' (N89'18'54"W 2622.30' R1) _ SEE DETAIL "M". 20.84 ON SHEFT 4
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 4 OF 8 SHEETS TRACT 32101
EE SHEET 2 FOR SURVEYOF
VOTES AND EASEMENT NOTE
2015-0367463 60 30 60 120
ORIGINAL
SCALE: 1" = 60°
1151
181
N7A4904'E 13461 TO 150
182
SEE SHEET 7 173 17490717940
835°€ *
17 169.
67.85'- 1>1224
0.21'-
DETAIL "M" 28
NOT TO SCALE
170
INSTE 1516. 119. 1147
N06+537 154,5 248° 146
113 120 N16'1300%
N54'39'59'E 117.52 35.81.
· 3940 a 1%. • 23.48° 185 145
112 121 186 31.39'- N18'54'02")
DOSS - 25.00'
1055 N54'39'59'E 119,42 бо. - 3705° N302001
_N5729'50E(R) 187 298,31 115.5815.97
SEE 122 123.93 N72 18'20"E 23.62'
9.00° 56.31 18.66 144
SHEET 3 111 NS4'39'59"E 121.32'
L=60.92' 188
56.3157,28 st.
N56'40°07'E 114.46 153.49
128 123 70.01
86.40 CONTESSA 110 N6320'17'E 119.49" N70'00'32 E(R) 137.16° 192 143 N640300° (R) 9 1
101 N33 19'53 • 243.72' N56'40'07'E 114,48' 189 131.93 190 N10'27'36"E 124 .00'05Z=1 90 061=7 N014959 E(R)
N56°40'07'E 133.20° 28 109 N2740'06 12142
1243721 N56'40'37'E 114.51 1027200M/ N75'05'00 E(R) 113.26' _ 5721254(R) N5717 33E 131.72 102 2.15' 8 LOT POSS CS 23961/2604 C 1-400 [A-52'31241
COURT 56'40°074- 108 125 4=12: 37'10" 128>
N3734:05 N56'40'07'E 128.98' 1.72'
47.93 -112.87 193
• 51.85
103 0006 N7756'27'E(R)
/ NB1-3300"E 107.79 N89'31'25"W 109.56' la ALDEA COURT _LOT
48.28' 89.55'
7,42' 41.79° 1 "К"
N88 30 40 E 182.31
/ 104 28
L=173.92 =511930 L=43.00 55.00° 126 N75'10'36 N70'07'11 W 111.35 N12'13'05°E A=30'32'27" N5043'54 W(R) 50.9/ 140
107 104700704(6)
170.00' N89'31'25"W 110.00' 28
N534328° (R) 79.59" 15487449(6149 Ro 48.00 1-2073548
1=40.42' 28'35"F 20.89,0% 131.03 St'OLL 194
C44 N993217W 127 21139
95.94' :197 196 V01'29'20™W 120.91
105 N89'31'25"W 110.00' 114.31'
N3819'56 T 83.68) NO528'39 E(R) NO1 31'38"W 1N4320 01E
21.27° 195 138
N13'02'31"W 29.05' 128 N8936'45' 171.03' (*210652 1842852
40.77 N86'36'29'W 167.25'
10.07 55.02' 46.00'
120.40 137
SEE DETAIL "D" 170.00 65.00 55.00$ 51.03'
118.62
ON SHEET 3 71905 12720 V89'31'25 ™ 147.881.20' 62.56
SEE DETAIL 133 136
129 132 135
NOO 28'35"E 85.40° 22 0028'35'E 028'35°E| 100.00 13
130 N0028'35E 100.00
N3549'11W 18884 353715 W N4578367-
'28 ' 28
•T
62.56' 46.20° 50.00' 55.00'
31.56/40.32' 132.00
gi%. i LOT "E".
103.J2 • 175.00'_
712.87
N62'52'47'E - 25 * STARLIGHT WAY 5345.11%
CURVE DATA TABLE
3722482 г 19.13
CURVE RADIUS DELTA LENGTH TANGENT
C25 027°35'48" 48.17' 24.56' =102.83
700.00
10.27. NOƠ'28'35"E 110.91'
C27 100.00' 007'52'01" 13.74 6.88' 17
NOO'28'35'E 81 211/22
C28 100.00' 34.43' 17.39'
LINE DATA TABLE
C29 48.00' 034'05'50" 28.57 14.72
LINE BEARING DISTANCE
C32 66.00' 024'47'11" <0.05 14.00 67.85' 55.00' 60.00' 55.00' 17 N25'28'43'W 40.99'
033 100.00' 01017'47" 17.97' 9.01' - NB918 47W 202226 78 18'54 T 262230 RI) → L74 N28'50'26'W 29.04'
C37 100.00' 016°18'44" 28.47 14.33'
C38 48.00' 022'38'03" 10.96
039 48.00' 032'25'02" 27.16' 13.95'
C40 100.00' 016°18'44" 2847 14.33'
647 400.00 00157'54" 13.72 6.86
C42 5/2.00 002'46'25" 18.01' 9.01'
106
C43 48.00' 021'16'20" 17.82' 9.01° -
N89'31'25'W 147.88'
C44 48.00° 027'08'17' 22.74° 11.59' N8636'9
126.481 3788.76
640 100.00 027'35'48" 48.17 24.56 - 48.63' -
C149 48.00' 056'12'33" 24.72.00 62.56°
4/.09 25.63
C150 48.00° 050'45'06 42.52' 22.77'
N09028 131
130 DETAIL "H"
NOT TO SCALE
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 5 OF 8 SHEETS TRACT 32101
SEE SHEET 2 FOR SURVEYORS
NOTES AND EASEMENT NOTES.
OF PARCEL
1 OF LOT LINE ADJUSTMENT NO. 4874,
RECORDED JUNE 24, OFFICIAL RECORDS OF
REVERSIDE COUNT, 300S AS SENSIN 5 TO SHE SOUTH, ANGE A REST, SS.. 2018-0367463 ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014
ORIGINAL
° 30 60 120 180
CALE: 1" = 61 SEE SHEET 6
59° =
28'1 " 34'30. R=1639.00 59'
152 L=153.67' 1g 8 1EHHS IS
180 N82'28'O6"E 109.84' A=1'32'36" L=44.15 A=5'22'19' L=396.60 N 0 42 55 10972 7 1
181 +563621-3535
QUAILROCK DRIVE 00219202)
150 10 02'06" 81.51° R=1521.00'
182 10432721578
"F"
149
183 1608020801-5
148 A-7-30'10" I=206.90
· 00 N75'25'48"E 109.15'
4522 150 05 1 1-4
CURVE DATA TABLE 184
147 =54
CURVE I RADIUS DELIA LENGTH TANGENT 4'50'25"E(R N7300 03 E(R)| C47 338.00' 000 32 14
N73'40'39'E 108.90° 41
C48 100.00' 014'37'41" 25.53' 12.84' -C66
N77 08 15"E 1957
C49 100.00 016'18'42" 28.47 14.33' 75.89" •E(R)
C50 100.00 001'41'01" 2.94' 1.47' 8 in 49.23'
C51 48.00' 003'45'05" 3.14° 1.57' N71'55'32'E 109.61' 40 59'
052 100.00' 003'41'50" 3.23'
185 N732921°E
100.00' 012'36'52" 22.02' 11.05
76.40 54 100.00' 016'18'42" 14.33
N03139E(R), 39
C55 310.00' 007'33'54"
40.90 20.49 107E L-58.89 | 52.46'
10442948E 121.
310.00' 006'28'00" 34.99 17.51'
144 38 N72'53'09'E(R).
C57 320.00 009 03 35 51.86 25.98' N74:4156 E(R)
C58 272.00' 009'03'33" A 7 95327E 10909
43.01 121.55
1807.00' 001'37'08" 51.06° N7247'49 (R)
23.03 192 143
C61 1807.001 001'37'47" 51.40' 25.70' 1764821E 119,
R=1979.00' 4=008'27 38" L=292.22
C62 330.00 005 23 48 20.04 10.02' 37
C63 1861.00' 15.33' 7.66'
C64 328.00 006'01'32" 34.49' R=1861.00' 4=008'27'38" L=274.80
11.20 328.00 0030201" 17. 37 8.69' LETS BES
1639.00' 36
C66 000 06'54" 3.29' 1.65'
C68 1835.00' 000°45'51" N86'26'11"E(R)
24.40 12.24'
N89'08'59'E 127.15'
C69 272.00' 002'07'17" 10.07' 5.04' 553V 141 .96
32.94' 193 100:55 3
22.00 006 56 16 16.49' 5N7840112(8
C71 <OL.UU 0013140 39.1/ 19.61' N85'29'04 W(R) 111.92' N85 1231W(R) _ 4=212'17" C138 1521.00' 000'45'12" 20.00' 10.00' 28
13895 16.22' V80
C152 300.00 009'03'33" 47.43' 23.77° NB20921 10
140 141.71'
4 2-153507 L=76.78 59- 59'
N69:5303 W(R)
34 194 1080 7
139
196 195 NS 41701 W(R) 111.82 N70515 55. 55. 181.89. N0839-15 20048. 60 138 NS2 4401 W(R) 18.36 1318.18' (1318.24" R1) →
51.03'
E BRIGGS ROAD (REALIGNED)
LINE DATA TABLE
1358136193137
LINE BEARING DISTANCE 3
L8 N88'25'41"E 20.69° 134 ฿
L9 NO8'35'14'W 19.04' -— NOO'35'59"E 5272.78' (N00'35'49"E 5272.95" R1) — L10 N43'51'30"E 18.29' 1=76.79 L=42.99/ 59'
STARLIGHT 0131E() 98.23
L11 N54'24'10°W 32.19 725136 1-287-50
L15 N35'28'58'E 30.28' SHEET
L16 N66'31'15"W18.23 = 1750º 33 1=52-3117.
R=338.00 30
L57 N89'18'47"W 84.52' = 24511 11117411 111) N08'39'13'W 399.13
34.13 C47 | 1=91929 '(L=50.00 27 NOO' 35'59"E 215.18'
L58 N11'10'39"W 26.85 1=52-311
14, 5,020 L=44.00°
NOO'28'04"E 113.53' NOSO3 N11:3218 N22508 ( NO2'04'04"E(R) 110.54 802712W(R) 170777 19.14' (19.08' R1) 21022 23 25 N36'17'41 W 126.18
55.00' 80.26' 21.52'
75.23' 120.06 69.33'
177.67
- N89 1847W 2622260 4 891854W 2622.30 R1) 14.93'
25.2319.64 FD 1" I.P.
RUE 14232
EU OF I WORE 19LG LEOM 46/1-26 IEU OF 1" I.P.
SET TAG LS 5529 146/1-26
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 6 OF 8 SHEETS TRACT 32101
SEE SHEET 2 FOR SURVEYORS
PENEL MAN 21/S NOR 146 PEES THRU GLUSE, OF PARCEL MAP 21838, PAGES 1 THROUGH 26, NOTES AND EASEMENT NOTES MAPS; ALSO BEING A PORTION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 4874, RECORDED JUNE 24, 2005, AS INSTRUMENT NO. 2005-0501831, OFFICIAL RECORDS OI RIVERSIDE COUNTY, LYING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014
2015-0367463
ORIGINAL 60 30 60 120 180
SCALE: T" = 60°
LINE DATA TABLE
LINE BEARING DISTANCE
L18 N235754W 10.87°
L23 N24'37'51"E | 39.31
L26 N52'57'28"W 22.37' - 5154700 218120
L49 N24'37'41"E 25.75' --
L50 N23'57'54'W 27.57'
L70 | N60'58'14"E 23.17 •1=30545 L=106.91
L71| N29'01'46"W 42.72'
N293750W(e2
R=2000.19 A=043 26 41"| L-1516.65 T=796.88 L=102.86 509L N32 48 05 1W 4340151-10,00 Tr600 5T
'A
DOMENIGONI PARKWAY _R= 1917.18 N34'39'23 WR NO5:50 LOT "B" 1-29-3932 L=1035.39 26822=1 R=1336.00' 4=11'57'50° 8 1E3HS IS -R=1924.19' A=021'3'59" L=727.63' T=368.2'1 1=008'42'14" N340607WR) N14'02'42'E 236.14 R=1918.93' A=8'00'54" L=268.43 TR=1918.93 L=159.68 N550808) 1.08 59 R=1400.00 A-214727 L=53245 T-269.46
4E/1-52-3176 L=44.00' 10519452147354
(A=54:09'20"
80.62' 121-5-3909
4=52 3057"
L=44.00
N89'53'05"W(R) 147.86'
68 60 NO5'08'02"E | Nº7759'56°E(R) _ - C79- R=1459.00 ' 4=014'52'30" L=378.78 N5020K 89.55 - 50 00 C78 24.75' 25.25 TR=7336.00 N7659'52 ECR N78'49'21"E 109.87' 9.50% 5 5 2=1330." VARIES
N78'49'21"E 167.11'
6.16° - °(R)
61 28° 1=2'2139"
60.00 11.05
67 54 NB1 4'59 E(R)
SHEET 7 N78:49'21°E 121004 55.00 N78'49'21"E 165.91'
323.60° 4=22154" L =55.11' 4=9:50'54 L=229.50'
62 53
N78'49'21"E 120.00' N8336'54 E(R) R=1335.18
CURVE DATA TARLE
14.05'
CURVE RADIUS DELTA LENGTH TANGENT 66 N78'49'21'E 162.44 C72 320.00 003'48'12" 10.89 20377
63 52
073 328.00' 005'10'21" 29.61' (14.82'
N78'49'21"E 120.00° 8.82' N7849'21 E 156.68
C74 1335.18' 00051'28" 19.99' 9.99'
•10'39
C75 1400.00 001 22 44 33.69 16.85 64 24.19%
C76 1400.00' 003'13'31" 39.42' 65 51
18.011
63.77 20'39 N3349'21"E.
C77 1336.00' 000 35'52" 13.94' 6.97'
N78'49'21"E 149.08'
12A=16'3118" 21.21
100.00' 14.33' C91
01618'41 28.47'
45.01'
L=78.43'
C79 335.18 [001 19 24 30.84 | 15.42
50 C8O 48.00' 21.64 17.00 - 45.0
93.00 40.00 CALLE CANTE : i N8359'42"E(R) 141.22'
Cos 2000.19' 000°43'06" 25.07' 12.54' 45.01'-
36.06 C96 4=10°04'30" C99 1'5520 / 150 5720 102 2005500 CL BRIGGS ROAD> C84 1918.93' 000'56'26" 31.51' 15.75 49
L=57.68' NO2'10'27'W 208.67
C85 1911.10 20.20 14.70 109.94'
108.70 N87'47'54'E 140.16
C86 1917.18' 000'35'20" 19.70' 9.85' NO7 2940W(R) AND SLOTS STRUCHT, WAY (REALIGNED) ! 158" 157
48.00' 027'36'15" 23.13' 11.79' 5 N027027 398-161
NO2'34'51"E(R) NO2'12'06W 48 SEE SHEET 8
272.00' 00125'53 6.80 3.40' 5
093 272.00' 01757'12" 85.23 42.97' N87'47'54'E 140.13
C95 328.00' 01757'12" 102.78' 51.81' 61.65 64.22'
* N86'57'24'W 134.85) 3032 5.8747'54°E 47 201 OPEN SPACE T C96 328.00' 004'11'12" 24.01 12.01° 110.00'
C99 N07A43417(R) 13 "L=53.96- N8603'38 E(R)_
320.00 21.08 10.55
178 NO 505 154 59° 59"
C100 2.25' 1.13 N86'07'33'E 139.35'
N85'58'29'E 109.98' 107.76'
C101 272.00' 002'32'12" 12.04° 6.02'
46 1=154'46"
C702 008 58 331 51.38 25.74
C104 N85'54'4
500.00 006'26'21" 33.72 16.88
R=1779.00' 4=007°34'31" L=235.21 =1639.00 1=522'19 Ra152100° 4=4:5624 L=396.60' C132 1924.19 001'43'12" 01./0 28.88' L=153.67
179 N84'13'17"E 109.93" 4V L=54.65' \V L=54.72'
300.00' 008'58'33" 47.00' 23.55'
4=1"54'37". 5890 1=20767
6145 300.00 01757'12" 94.00 47.39' 195211 59°
C151 152
2000.19° 000'48'02" 21.95 13.981 59°
180 N8228°6"E 109,84 NB23433E(R),/
151 44
SHET
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA SHEET 7 OF 8 SHEETS TRACT 32101
SEE SHEET 2 FOR SURVEYORS
NOTES AND EASEMENT NOTES.
MAPS; ALSO BEING A PORTION OF PARCEL
RECORDED JUNE 24, 2005,
RIVERSIDE COUNTY, LYING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014
2015-0367463 ORIGINAL
60 120 180
• 30
SCALE: 1" = 60'
LINE DATA TABLE CURVE DATA TABLE
LINE BEARING DISTANCE CURVE RADIUS DELTA LENGTH TANGENT L30 N51'12'50'W 20.16' C111 100.00' 016'18'42" 28.47° 14.33' L31 20.16' C112 100.00 016'18'42" 20.4/ | 14.00
S33'12'58'W
578'45'01'W 21.21' C113 40.00 212'37'25" 178.13' 164.02' L33 S11'14'59"E 21.21' C116 522.00' 002'06'26" 19.20' 9.60' SHEET
L34 NO3'08'48'W 3.03' C117 48.00' 025'40'37" 10.94
NO4'54'07'W 58.36' C118 029'22'56" 24.62' 12.58'
L36 N06'39'19' 16.00' C120 100.00' 001'24'55" 2.47' 1.24' L37 63919% 42.36' C130 428.00' 010'12'16" 76.23' 38.21' N0824'30% 13.20' C131 100.00 016'18'41" 28.47' 14.33'
L39 NO8'24'30'W 45.16° C143 700.00 014'53'46" 26.00' 13.07'
47.39' 1r R=1924.
C154 300.00' 01757'12" 94.00
L40 N10'10'29'W 10.20
60 68
-5-0725746 L4255 -22725
87.00° 61
69 R=2000.19
62 N502720 W(R)
13.85' N88'12'03"E(R) 154.25' 105324577
66 4=23 30 47
N071846 45.69° N81'34'54'E 129.44' 63
PARKWAY 4=3-06'30 L= 104.39 70
NS33349%(R) =4.31'
N81'34'54'E 136.87 65
N29'38'10W 93.54°
R=272.00' 52039 ER)
72 9550. 71 N0325
- K- C130 V$64
4=2'03 L=69.21' N14'34'09 W(R) 3) 45.01'
DOMENIGONI 4=1303'3" L-97.55)
C110 → De15 46 25 1-1013 .)
50.750 A=8'07'39" 45.01
4=12'32'29" 36.06'
R=372.00 4=63'0131 L= 409.20' L=52.77'
N443721 W(R) 14376 4=110138" L=81.45'
8.95' 109.94°
L=71.59
N51'3911 W(R) 74 159 158
69.24" 10115. T1605 1157
13K0%. 4=7'01'50" N24'5514 W(R) 160 353'36°W(R
75 161 156
55.00% 1=4'35'48" 52.38
[=34.34 47.66' N86'57'24'W 134.85'
N56'1459'W 133.55 N70'45'59"E | N935
50.06 76 162 107.53 N0501W
S800i N473024 W(R) 10755 154
N5614'59W 134.15 55.00. <1391 163 177 178
77 55.05. NS5'18'43' 110.21' Co, 52-3116 153
N34'22'31'E 1683.50° N56'14'59W 134.75 55.00. A-52:315 L=44.00° 164 176 1005120
1007.42' 78 212.73 550,59 3. N34'09'53'E 228,13 - 179
60.00. N56'14'59W 135.35' N551843 10981 S500. C118 N74'49'04"E 136.04
55.08. N87'34'14"E 164.07' 19.38' 152
CANTE 165 NEAT 04)E
79 75.80. 01:07:45 180
55.00. 38 N55'1843W 109.41 ~ 50.00'- 30.62'
N56 14'59 W 136.01 60.00. 175 N76'1359 (R) N74'49'04°E 140.79' 166 C143
80 CALLE 728800
55.00. N7356'28'E 134.05 16.73- C120 181
N56'14'59' 136.61 28'
S5.00. 174 10.73' 52.53'
N34'22'31"E 1632.83' 81 =8. , 88'401 150
5500i L32 1328 N74:49'04'E 134.61'
N56"1459W 137.21 N7356'28'E 120.88' ‡›ĞOOM₴ - 98'882 M.9S.OT.SIN
55.00- C116- 182
82 173
58.00. N5614'59 W 137.81 20052 990T 11 6 SEE SHEET 4
55.00° - 286.52' N362423°E 172
83 N33'45'01"E 865.46
171
N56'1459 W 138.44 N5316'49'W 112.25' NA24608'E(R) 1485° CIRCLE
38. 118
84 115 170
38. 29.76'
SEE SHEET 3
N395133 SEE SHEET 4
113 120
- SHEET 8 OF 8 SHEETS
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, CALIFORNIA TRACT 32101 C/L DOMENIGONI _PARKWAY_
BEING A SUBDIVISION OF PORTIONS OF PARCELS 31 THROUGH 33, INCLUSIVE MAP 21838, IN BOOK 146, PAGES 1 THROUGH 26, INCLUSIVE, OF - R=200019" 1=04326'41 L=151665' T=796.88" PARCEL MAPS; ALSO BEING A PORTION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 4874, RECORDED JUNE 24, 2005, AS INSTRUMENT NO. 2005-0501831, OFFICIAL RECORDS OF RIVERSIDE COUNTY, LYING IN SECTION _ 255757W18 2015-0367463 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M.
ORIGINAL
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2014 25.75 N225413W
SEE SHEET 2 FOR SURVEYORS R=1476.00'
NOTES AND EASEMENT NOTES. L=182.16
58 552970) 1=7'04'17"
100.50 200 300 5
SCALE: 1'= 100°
9 AS IS R=7A0000 A-214727 L=53245 T=26948
56 C125
1-14'52'30" L=378.78
55 c126
201
54 VARES § OPEN SPACE
VARIES ฿ 11.13 ACRES GROSS
=229.50' 7.61 ACRES NET
52 N89'55'32 W(R) W/WOOD
LINE DATA TABLE CURVE DATA TABLE
DISTANCE CURVE RADIUS DELTA LENGTH TANGENT NO3 09'15'₩ 3 - 21.19° LINE BEARING 51 59,00₺
141 N54'24'10"W 32.19' C121 1580.00' 002'04'15" 57.10' 28.55 - 0501267 L42 N35'28'58"E 30.28° C122 1580.00'| 002'16'30" 62.74' 31.37 18.86° 50 L46N71:26'18w 42.74' C125 1336.00' 004'00'59" 93.65 46.85' 29: 003549 3272-35 R1) -
L47 | N24'37'51"E 39.31' C126 1335.18' | 001'19'24" 30.84' 15.42 4 " LOT "B" NO2: 10'27°W 268.55 367 31
N23'57'54'W 27.57' C127 1400.00' 003'13'31" 78.81 39.42' L66 N80'32'08"E 25.00' C128 1400.00 001'22'44" 33.69' 16.85 NO2'10'27"W 198.16' 4 18
L67 S09'28'33"E 20.00' C141 1521.00'| 000'45'12" 20.00' 10.00' NO2 10'27 w 2213089 25
58032'08 W 25.00° C146 1979.00' 008'27'38" 292.22 146.38' C147 1999.00'| 001'18'17" 22.76 N273237W 48,59
L70 | N60 5814"E 23.17' 45.52
L71 N29'01'46 W 42.72' C148 1979.00'| 001'23'50" 48.26' 24.13' 287.70' N273237W 44554
L73 N78'27'49"E 20.00'
- NOO'35'5g'E 5272.78*
L75 N79 56'56"E 20.00' 30*
45 \ NB222733'E(R
44. 97.95 6360-
QUAILROCK
GPS CONTROL DRIVET
(CNPP)
N 2258381.997
E 6149110.959 GPS CONTROL 4=716'23
(PPBF)
129848.012' (GRID) N 2248987.062
E 6278618.647
_ 154152.348 (ORID)
S 1EHHS 3IS
POINT # 5122
N 2200626.435
E 6292034.860
38 751.70'
09) 125:503512 3954.561' (GROUND) LOT "B" 1318.18' (1318.24' R1) 2064.74
GROUND,
POINT # 5000
126061.689 (GRID) N 2195354.434
E 6291979.675 N08-39 13W 20048'
GPS CONTROL
(P474)
2074324.58
6256718.86 N08:3913W 408.84 -
GPS CONTROL TIES
NOT TO SCALE § 17HS 3S
NВ3913И 39918W 399.13 5,59 (19,08 R1) %.
215.18'
-(N89'18'54'W 2622.30 R1) N89'18'47W 1847W026.226