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mb494_034-040
tIKJ A� 2024 -0o3 -7q 2 OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WEHEREBY RETAIN LOTS "C", "D", "F", "G", "M", 'ON", "0", "Sts, "T,,, „U", "V", „W,,, "X", "Y" „Z" AND "AA" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP EXCEPT FOR EASEMENT RIGHTS GRANTED AS NOTED HEREIN. WE HEREBY DEDICATE TO 1HE CITY OF RANCHO MIRAGE OVER, UNDER, AND THROUGH LOTS "P", "Q" AND "R" FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. WE HEREBY DEDICATE TO THE CITY OF RANCHO MIRAGE AN EASEMENT FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "C", "D", "F", "G", "M", AND "Z" WE HEREBY DEDICATE TO THE CITY OF RANCHO MIRAGE AN EASEMENT FOR PUBLIC UTILITY PURPOSES THE AREA DESIGNATED AS "10' P.U.E.". WE HEREBY DEDICATE TO THE CITY OF RANCHO MIRAGE PUBLIC ACCESS EASEMENTS OVER MEANDERING CONCRETE TRAILS WITHIN LANDSCAPE LOTS "S", "T", "U", "V", "W", "X "Y", AND "M„ WE HEREBY RETAIN LOTS "A", "B", "E", "H", "I", "J", "K", AND "L" IN FEE INDICATE FOR DRAINAGE AND LANDSCAPE PURPOSES AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND OWNERS WITHIN THIS TRACT MAP. WE HEREBY DEDICATE TO COACHELLA VALLEY WATER DISTRICT AN EASEMENT FOR PUBLIC PURPOSES: DOMESTIC WATER AND SANITATION EASEMENTS OVER LOTS "P", "Q", "R"' AND "AA" DESIGNATED AS "PUBLIC USE", AND OVER LOTS "AA" "B" "C", "D", "F", "G", "M", AND "Z" DESIGNATED AS "PRIVATE USE"; AND THOSE EASEMENTS SHOWN AS "10.00' P.U.E." AND "20.00 P.U.E.". THE DEDICATION IS FOR DOMESTIC WATER AND SANITATION PURPOSES. THE EASEMENT SO DEDICATED INCLUDES THE RIGHT TO ENTER UPON SAID LANDS, TO SURVEY, CONSTRUCT, RECONSTRUCT, LAY, RELAY, MAINTAIN, OPERATE, CONTROL, USE AND REMOVE PIPELINES, FIXTURES AND APPURTENANCES, AND TO REMOVE OBJECTS INTERFERING WITH THE CONSTRUCTION, OPERATION, AND MAINTENANCE THEREOF. COACHELLA VALLEY WATER DISTRICT 'NILL NOT BE RESPONSIBLE FOR ANY IMPROVEMENTS WITHIN SAID EASEMENTS IN THE EVENT THAT OPERATION AND MAINTENANCE ACTIVITIES RESULT IN DAMAGE OR REMOVAL OF SAID IMPROVEMENTS. OWNER: PALO VERDE 37 LLC, A CALIFORNIA LIMITED LIABILITY COMPANY NA ITr �MANAGER - BENEFICIARY KRAEMER CAPITAL FUND 1, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, AS BENEFICIARY UNDER DEED OF TRUST RECORDED NOVEMBER 23, 2021 AS INSTRUMENT NUMBER 2021-06`p? 8, OC1AL RECORDS.- _ NAMEAZETT S. ' ZZF-kCµf- TITLE: SOILS REPORT THE SOILS REPORT REPORT NO. 544-12093 WAS PREPARED BY SLADDEN ENGINEERS ON 7/11/2012, AS REQUIRED BY THE HEALTH AND SAFETY CODE. IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE STATE OF CALIFORNIA TRACT NO. 36620 BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. FOMOTOR ENGINEERING DULY 2022 TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ j -sl"-"'HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE, AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATED: ?W,044 o- �3 2 KECIA HARPER -THEM MATT JENNINGS CLERK OF THE BOARD OF SUPERVISORS COUNTY TAX COLLECTOR BY: QjAamw4UAL,- BY: DEPUTY DEPUTY TAX COLLECTOR'S CERTIFICATE HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE $ -+q , IOC •°D DATED: irtb� '01 , z825- 207A MATT JENNINGS, COUNTY TAX COLLECTOR BY: � a MY LV�_, DEPUTY CERTIFICATE OF ACCEPTANCE I HEREBY CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY RESOLUTION NO. 2015-23, DATED FEBRUARY 10, 2015, 1 ACCEPT ON BEHALF OF COACHELLA VALLEY WATER DISTRICT THE DEDICATION OF EASEMENTS FOR DOMESTIC WATER AND SANITATION PURPOSES AS OFFERED HEREON DATED: IL (9, tO 3 BY: �\ 040(930- 4- 00% J.M. BAARE ERAL MANA R oLl0(030-3- YO � COACHE LLEY WATER DISTRICT SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 (A)3A(I-VIII) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING EASEMENT HOLDERS HAVE BEEN OMITTED: 1. MATTERS CONTAINED IN ROS MAP, BOOK 17, PAGE 60 OF RECORDS OF SURVEY. 2. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES NOT EXCEEDING 33 FEET PER THE PATENT RECORDED NOVEMBER 18, 1957 IN BOOK 2179, PAGE 325 O.R. IS BY THIS MAP REDUCED TO ZERO (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. 3. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES NOT EXCEEDING 33 FEET PER THE PATENT RECORDED MARCH 22, 1965 IN BOOK 3954, PAGE 98 O.R. IS BY THIS MAP REDUCED TO ZERO (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. 4. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES NOT EXCEEDING 33 FEET PER THE PATENT RECORDED APRIL 16, 1962 AS INSTRUMENT NO. 34887 O.R. IS BY THIS MAP REDUCED T4 ZERO (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. 5. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES NOT EXCEEDING 33 FEET PER THE PATENT RECORDED JANUARY 15, 1960 AS INSTRUMENT NO. 3696 O.R. IS BY THIS MAP REDUCED TO ZERO (O.UUj F'_ci IN WIDTH BY THE CITY OF RANCHO MIRAGE. 6. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES NOT EXCEEDING 33 FEET PER THE PATENT RECORDED APRIL 24, 1958 IN BOOK 2260, PAGE 54 Q.R. IS BY THIS MAP REDUCED TO ZERO (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. 7. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSEfi "InT EXCEEDING 33 FEET PER THE PATENT RECORDED JANUARY 8, 1960 AS INSTRUMENT NO. 1792 O.R. IS BY THIS MAP REDUCED TO ZERO (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. 8. EASEMENT AND RIGHTS INCIDENTAL THERETO FOR WATER MAINS, VALVES, PIPES, FACILITIES AND INCIDENTAL PURPOSES TO RANCHO RAMON WATER COMPANY, AS SET FORTH IN A DOCUMENT RECORDED JULY 10, 1956 AS INSTRUMENT NO. 47991, IN BOOK 1940, PAGE 303, RECORDED JULY 10, 1956 IN BOOK 1941, PAGE 25, RECORDED JULY 16, 1956 IN BOOK 1943, PAGE 382 ANG RECORDED APRIL 11, 1957 IN BOOK 2070, PAGE 69 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED) , RECORDER'S STATEMENT SHEET 1 OF 7 SHEETS FILED THIS Cr DAY OF@Q! 2021, ATIa-%Ar.M. IN BOOK _ OF MAPS AT PAGES 34-40 , AT THE REQUEST OF THE CITY CLERK OF THE CITY OF RANCHO MIRAGE. NO. 202LN- 0031CIV FEE 4 4k. DD PETER, ALDANA,�C�OU,NTY RECORDER -ASSESSOR -CLERK Q BY: � �/�G1 lwm&� , DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE COMPANY 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 LOCAL ORDINANCE AT THE REQUEST OF PALO VERDE 37 LLC, A CALIFORNIA LIMITED LIABILITY COMPANY IN JUNE 2022. 1 HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN, OR WILL BE WITHIN ONE YEAR OF SITE IMPROVEMENT COMPLETION, AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. THE SURVEY IS TRUE AND COMPLETE AS SHOWN. P/)e LAND so .off G� PHILLIP K. FOMOTOR PHILLIPK FOMOTOR LS. NO. 7070 N0.707fl DATED: 11 I 2023 F OF CA0- CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN ANNEXE MAP OF TRACT NO. 36620 CONSISTING OF SEVEN (7) SHEETS, THAT THE SUBDIVISION SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH, DATED: / ZG 2023 Q4tOFEss/O�< c LELAND E COLE X RICE 47159 LELAND E. COLE R.C.E. 47159 CITY ENGINEER OF CALI� CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN ANNEXED MAP OF TRACT NO. 36620 CONSISTING OF SEVEN (7) SHEETS, AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT RE!.ATIVE TO THE TRACT MAP BOUNDARY. LAND DATED: 2 0 2023 \mow v LELAND E COLE P.L.S. 7678 ELAND E. COLE, P.L.S. 7678 tr�TF of cA+ l�°`C' ACTING CITY SURVEYOR CITY CLERK'S STATEMENT I, KRISTIE RAMOS, CITY CLERK AND EX-OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF RANCHO MIRAGE, STATE OF CALIFORNIA, HEREBY STATTHAT SAID CITY COUNCIL AT ITS -2-DAY MEETING HELD ON THE - DAY OF 1DpMYv� C*-- _2023, DULY APPROVED THE WITHIN MAP OF TRACT MAP NO. 36620 AND ACCEPTS ON BEHALF OF THE PUBLIC (1) THE DEDICATION OF LOTS "P", "Q" AND "R" FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES, (2) THE EASEMENT FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS ANp EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "C", "D", "F", "G", "M", AND "Z"., (3) THE EASEMENT FOR PUBLIC UTILITY PURPOSES WITHIN THE AREA DESIGNATED AS "10' P.U.E.", AND (4) THE EASEMENT FOR PUBLIC ACCESS OVER MEANDERING CONCRETE TRAILS WITHIN LANDSCAPE LOTS „S., „T,,, 'lull,„V , "W", „X,,, „Y", AND „AA„ _ DATED: D;CeXnio6y I1 2023 KRISTIE RAMOS, CMC CITY CLERK AND EX- OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF RANCHO MIRAGE - ZvZLI- 003-192-1 40) IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE STATE OF CALIFORNIA .TRACT NO. 36620 BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. FOMOTOR ENGINEERING JULY 2022 NOTARY ACKNOWLEDGMENT NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS -ERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF CALIFORNIA SS: COUNTY OF Ttiye-r5 ON /fg-e�4113, BEFORE ME,Qr iC,4 A NOTARY PUBLIC, PERSONALLY r.. APPEARED `-� R MP_5 Sre4 11 a A WHO PROVED TO ME ON ITHE BASIS OF SATISFACTORY EVIDENCE TO BE THE P-EaSO (S) WHOS NBbd9S) IS/ARE SUBSCRIBED TO THE WITHI INSTRUMENT AND ACKNOWLEDGED TO ME THAT �/SHE HEY EXECUTED THE SAME IN �/HER/THEIR AUTHORIZED CAA f(IES), AND THAT BY HIS HER/THEIR QaUBItI,RE(S) ON THE INSTRUMENT THE PEAS) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE: dj-A� Tp, RY PUBLIC PRINTED NAME: 1�a�E r �ci MY PRINCIPAL PLACE OF BUSINESS IS IN:COUNTY MY COMMISSION EXPIRES: MY COMMISSION NUMBER: NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS -ERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF CALIFORNIA SS: COUNTY OF 1�1- Ld---t ON :fRr) , q, BEFORE ME, % Q �-�• � � A NOTARY PUBLIC, PERSONALLY APPEARED ✓ti/I- c�. Iq re[-, t WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE P_ERSOf)(S) WHOSE NAME S)o/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT SHE/THEY EXECUTED THE SAME IN I/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY�q/HER/THEIR �1 �(S) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PCERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE CALIFORNIA THAT THE FOREGOING PARAGR TRUE AN qRRECT. WITNESS MY HAN SIGNATURE: PTRY PUBLI PRINTED NAME: ri La l s7a� MY PRINCIPAL PLACE OF BUSINESS IS IN: COUNTY MY COMMISSION EXPIRES: e MY COMMISSION NUMBER: % A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS uERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF CALIFORNIA SS: COUNTY OF ON BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE I NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THATi BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE: NOTARY PUBLIC PRINTED NAME: MY PRINCIPAL PLACE OF BUSINESS IS IN: MY COMMISSION EXPIRES: MY COMMISSION NUMBER: NOTARY ACKNOWLEDGMENT COUNTY A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS ERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF CALIFORNIA SS: COUNTY OF ON BEFORE ME, , A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THIEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE: NOTARY PUBLIC PRINTED NAME: MY PRINCIPAL PLACE OF BUSINESS IS IN: COUNTY MY COMMISSION EXPIRES: MY COMMISSION NUMBER: SHEET 2 OF 7 SHEETS NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF CALIFORNIA SS: COUNTY OF ON BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE: NOTARY PUBLIC PRINTED NAME: MY PRINCIPAL PLACE OF BUSINESS IS IN: MY COMMISSION EXPIRES: MY COMMISSION NUMBER: COUNTY f 20 24 - c0 3 -lot 21 IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SHEET 3 OF 7 SHEETS FOUND COPPERWELD STAMPED LS 7930, TRACT NO. DNA AIt SHORE DR 5 FLUSH PER MB OF SEC. 3 . ACCEPTED BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 NORTH Q N AS THEW 1/4 OF SEC. 30. GINGER ROGERS ROAD SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. 0 200' 400' 600' 800' FOMOTOR ENGINEERING JULY, 2022 c u FOUND BRASS CAP STAMPED PLS 4989, FLUSH PER MB ��� SCALE 1 "= 200 o GINGER 464/68-72. ACCEPTED AS THE NW COR. OF NE 1/4 W ROGERS RD Q c� OF THE NE 1/4 OF THE SW 1/4 SEC. 30. l i � s N8935'16"E 1319.71' (NB9'43'30"E 1319.75')R1, (N8T35'42"E 1319.87)R2, N89'36'35"E 1320.30' (N89'44'00"E 1320.65')R1, (N89'36'58"E 1320.45)R2, N89'35'36"E 2768.66' " o VIA FLORENCA PROJECT (N89'35'41 "E 2768.75')R3 {N89'35'28"E 1319.72')R3, (N89'35'36"E 1319.79'}R4 (N89'36 44"E 1320.28')R3, {N89'36'S2 E 1320.36'}R4 '4j ---------------------------------711- -----------------------------------------3')Rl, - oa 660.10' (660.05')R1,R3 N 659.85'(659.87')R1,659.85'(659.88')R1, 660.15'(660.32')R1, 660.15'(660.33'}R1, �� 108. 7 a I (659.94')R2,(659.86')R3 SN(659.93')R2,(659.86')R3 I (660,14')R3,(660.18')R4 { �660.14')R3,(660.i8'}R4�tA �ARra 2108.70 )R N I I HERALD FORD DR. cn { FOUND 1 " I.P. WITH PLUG r i FOUND 1" I.P. WITH PLUG FOUND 1 1 2' COPPERWELD STAMPED cv STAMPED LS 7070 PER RS 'J { j I (� ^ I STAMPED LS 7070 PER RS LS4146 FLUSH PER PM 178/63-68 I SURVEYORS NOTES VICINITY MAP in - FOUND 1 /2" I.P DOWN 1.5' PER to . , 0 147/6. ACCEPTED AS THE I FOUND BRASS CAP STAMPED LS7070 PER N 147 6. ACCEPTED AS THE NW , r3 N clo RS 17 60. ACCEPTED AS THE NW N ( 0 I / AND RS 147 j6. ACCEPTED AS / MB 481 38-41 AND CR 00-02. DOWN ri CE 1/16 COR. SEC. 30. ri COR. OF THE NE 1 4 OF THE NE ' ``'cr N SNF SEARCHED, NOTHING FOUND. N COR. OF S 1 /2 OF THE NE 1 /4 ri I / I ,,; N, i / to (� - EAST 1 /4 COR. SEC. 30 I N.T.S. M M 2.8'. ACCEPTED AS C 1 /4 SEC. 30. ,� ra n 1 /4 QF THE SE 1 /4 SEC. 30. o o INDICATES FOUND MONUMENT AS NOTED ,, ; ^� i OF THE NE 1 /4 OF THE SW 1 /4 o I I ,,� " I (a ,;� 7 v 1 ': to 10- n `n SEC. 30. INDICATES SEARCHED, NOTHING FOUND UNLESS OTHER NOTED. SET . uj"� N89'36'24"E 660.10' N N89'36'29"E 1320.12' I 4 1 I 3 ( r '`� to O " , N89'37'28"E co TYPE "C" 2 X30' I.P. WITH BRASS TAG STAMPED LS 7070, FLUSH. `o ct°o (N89'43'S0"E 660.07'}R1 660.06' 660.06' (650.05')R1 660.22' `�° W w - - - in M 7070, FLUSH. TYPE "B" COPPERWELD STAMPED LS w w 209.50' 659.74' io VIA FIQRENCIA i 450.56' Un fl' W � o� ------ » ----» ---J i �X" -- - i " 82 N 66 67 68 69 70 71 72 o `� R1 INDICATES RECORD DATA PER RS 17/60. <t ca - - - - - P cr 0.48 is r. 0 0 1n - $1 2 r o 0 o M R2 INDICATES RECORD DATA PER RS 120/33. o � � � � I i � \�► "AA" w N to SEE '�� � 6 � t° z o • ir, "A" 4 3 2 cr i 1 1 ( 64 54 53 52 i w r„ i� N M SHT. 6 to »M» z R3 INDICATES RECORD DATA PER TRACT 29065-2 MB 345/78-83, zob �. �� r` LN 5 �� �--30.0 I ``� o `t N O m 0 5 - .------------ -- "L" �. v ,n TRACT 29065-1 MB 324/37-42 AND TRACT 29065 c° $� 4 o aoo :� 55 5 o „g �- N c w /, rri MB 366/67-72. ------_-_--- ni --- -� 63 i ,�� »z o n z �, ���'��� 0 1 3 i n R4 INDICATES RECORD DATA PER RS 147/06. r, v »F» v " " I Z . cu o I 78 " 77 76 75 74 4 FOUND 1" I.P. WITH PLUG STAMPED RCE 26401 FLUSH PER RS i2 0 6 ( N89'37'41 "E 1320.52' H " r, 73 N89'38 21 "E 1320.56' ` eC9 ' Q �0.43` Z I "T" 3 6 (N89'38'43"E 1320.45')R2, '`� 120/33. FOUND ADJACENT TO MASONRY SCREEN WALL. ACCEPTED O »B» 7 $ 1 9 I 10 e(N89'38'O6"E 1320.71')R2 I i '� \ {N$9'38'29"E 1320.30')R3 j� AS NW CORNER OF PARCEL PER INST. 2001-182182, REC. (N89'37'51 "E 1320.56')R3 »U» �2 VIA FLORENCIA "P" �� N 4 27 201 O.R. - 660.26 - - - - i 450.69' 209.57 660.28' (660.15')R3 660.28 (660.15)R3 � N$9'3T12"E 660.10' I t1 E FOUND 1" I.P. WITH PLUG STAMPED RCE 26401 FLUSH PER RS m I (N89'44'45"E 660.10')R1 (660.35')R2 48 (, » » -S- 9 `� 2 Q 660.26' (660.21')R1 0 K rn 120/33. FOUND ADJACENT TO MASONRY SCREEN WALL. ACCEPTED (N8'37'31 "E 660.10')R3 I » " 43 6 42 41 I40 39 38 37 36 35 34 � `, i � THRU OCCUPATION AS THE EASTERLY LINE OF PARCEL PER INST. ,� I cr 1 12 I 1 I 46 45 44 - - - MCA , I 60 47 I .�• '�' I 33 � `-------------.------ ,'`t� 2001-182182, REC. 4f27/201 O.R. NOT ACCEPTED AS THE FOUND 1-1 /4 COPPERWELD STAMPED i 59 i " " J' SM �Ti�. V EASTERLY LINE OF THE NW 1/4 OF THE SE 1/4 OF SEC. 30. PLS 4989, FLUSH PER MB _-�_-_-___- --_-_- 0 7 �-----------�- ------ - ----- 6 464/68-72. ACCEPTED AS THE SW 0' i ,' 32 ui SET NAIL AND TAG, STAMPED LS 7070, IN PERMANENT CONCRETE COR. OF THE NE 1 4 OF THE NE M �» " `� N Lo CURB AT THE PROLONGATION OF LOT CORNERS FRONTING ON STREETS / ,n i E Sm 7 - - I J 60.00' { � 7 ''� O { 1 /4 TH E HE SW 1 /4 SEC. 30. I 13 � 14 15 16 17 181 i � 19 20 21 22 23 24 25 26 27 �R �o �n � � � AND PERPENDICULAR TO R/W ANGLE POINTS AT CORNER CUTBACKS. (N89'38'29"E 660.15')R3 31 {,ram SNF f I 660.47' (660.49')R3 i 660.47' (660.49')R3 N$9'39' 13"E 660.35' -�0^ AT ALL OTHER LOT CORNERS SET TYPE "D" 1 "X30" I.P. WITH NAIL Q ` - - - - - - -` - - - - - - - �3 � - SNF FOUND 1 " LP. WITH ILLEGIBLE TM? AND TAG STAMPED LS 7070, OR NAIL & TAG STAMPED LS 7070 SNF N89'38'54"E 1320.93' ' { o M w N L/� � ro (o TAG IN LIEU OF COPPERWELD r� IN CONCRETE FOOTING OR ON TOP OF WALL. `" { o �? { w t !� w N 7 I (N$9'39'Q2"E 1320.9$')R3 2 2 6 { � 6 I �? STAMPED LS 8223 PER RS `�° W TOTAL ACREAGE WITHIN THE DISTINCTIVE BORDER IS 33.74 ACRES w ao� ,,� N�o�Q o'n't- d o,n Ir. b uo 0 cr M ;- (i 'm o r5 x co { { 04 o '- N I g c> rri oo d M� 131 /42-46. I n { �Z j3 co Lo 0 - N `n CO o 10 0 c O -ro 04 6 ) � � M � N { M z GROSS /29.59f ACRES NET. •- o co r- o r o �- o o (.- ,n { NUMBERED LOTS: 82 o { o{ z M z� z v I tn cCOo ..� to n W LETTERED LOTS: 26 z { � { r2 -- � I rn I N89'40'06' E 2642.17' �`a M I : { (N89'40'29"E 2642.00')R2, ..I cn �, Q ABBREVIATIONS ^ I ( 660.67'{660,55')R1, I 660.67'(660.55')R1, ( (N89'40'14"E 2641.72')R3 { o - - - - I I (660.77)R2,(660.71'}R3 AC. ACRES - SECTIONAL LINE (660.78')R2,(660.71')R3 660.41', (660.15')R3 660.41', (660.15')R3 - - - - o CR CORNER RECORD ------- CENTER LINE ---I------- ------------------------------------------------- --- z (�.I I.P. IRON PIPE ----------------- 1321.34' (1321.10')R1, (1321.55')R2, (1321.42")R3 1320.82' (1321.10')R1, (1320.45')R2, (1320.30')R3 v m MB MAP BOOK m a ( SNF SNF I N SNF W SEC. SECTION o z I 'o TR TRACT { o I... t i in O� JJ r J tp Ln o O BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF 0 o THE SOUTHWEST QUARTER OF SECTION 30, ALSO KNOWN AS THE w n CENTERLINE OF BOB HOPE DRIVE, BEING NOO'11'35"E PER RS 120/33. o 0�I 1 zN z I I W EASEMENT NOTES o C,4 0 I o L'A1� 1. MATTERS CONTAINED IN ROS MAP, BOOK 17, PAGE 60 OF RECORDS z0 od OF SURVEY. co � I ( to SECTIONAL 0 - °�° w I ( ctq Z BREAKDOWN LINE N89° 38' 21 "E co N Z2� 2. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES - 'n NOT EXCEEDING 33 FEET PER THE PATENT RECORDED NOVEMBER 18, N N I ( cc N89' 37' 41 "E 1.21' 10 1957 IN BOOK 2179, PAGE 325 O.R. IS BY THIS MAP REDUCED TO N I (� U) of `4 ZERO (0,00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE, N o { o STREET CENTERLINE U) r� 00 :2 v 1 cn z _ o � o L3� 3. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES IM z n o Imo. Z NOT EXCEEDING 33 FEET PER THE PATENT RECORDED MARCH 22, 1965 w I I o i N IN BOOK 3954, PAGE 98 O.R. IS BY THIS MAP REDUCED TO ZERO o � { 1 `z (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. No o { 1 T L � 4. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES II NOT EXCEEDING 33 FEET PER THE PATENT RECORDED APRIL 16, 1962 Z ,h { Q M t6 AS INSTRUMENT NO. 34887 O.R. IS BY THIS MAP REDUCED TO ZERO 4, P_ _�A_LE' to (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. w I °��� � 1 ----NOT TO SCALE A o L5\ 5. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES NOT EXCEEDING 33 FEET PER THE PATENT RECORDED JANUARY 15, 1960 { 1 AS INSTRUMENT NO. 3696 O.R. IS BY THIS MAP REDUCED TO ZERO b j 1 (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. 1 i 6 6. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES I I Z-� NOT EXCEEDING 33 FEET PER THE PATENT RECORDED APRIL 24, 1958 IN 1 I BOOK 2260, PAGE 54 O.R. IS BY THIS MAP REDUCED TO ZERO (0.00) FOUND 2 1/2" USGLO BRASS CAP ( FOUND 1" I.P. WITH METAL PLUG FOUND CQPPERWELD STAMPED LS 6298, FLUSH 1 FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. PER RS 120/33 AND RS 89/48-53 1 STAMPED PLS 4989, FLUSH PER MB PER MB 324/37-42 AND CERT. OF CORR. REC. { (39,28')M&R PER M8324/37-42' 7. RESERVATIONS FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES IN WELL MONUMENT. ACCEPTED AS 464/68-72 AND RS 150/8. AS 2006-0816772 ON 11/6/2006 O.R. { I Z- � NOT EXCEEDING 33 FEET PER THE PATENT RECORDED JANUARY 8, 1960 SW COR. SEC. 30, I ACCEPTED AS S 1/4 COR. SEC. 30. ACCEPTED AS INTERSECTION OF GERALD FORD ESTABLISHED E 1/16 COR. OF SEC. FOUND COPPERWELD STAMPED LS AS INSTRUMENT NO. 1792 O.R. IS BY THIS MAP REDUCED TO ZERO 1 DR. AND VERSAILLES DR I 30 AND 31 AT PROLONGATED 5491 PER RS 120/33 AND MB i (0.00) FEET IN WIDTH BY THE CITY OF RANCHO MIRAGE. i I BEARING OF GERALD FOR DR. AT 324/37-42. FLUSH. ACCEPTED AS { RECORD DISTANCE FROM VERSAILLES SE COR. SEC. 30. _ 1282.49' DR. PER MB 324/37-42. - - �-- - " - - - - - _ N89'44'10"E 1321.77' (N89'44'29"E 1322.02')R2. N89'39'06"E 1321.36' (N89'39'35"E 1321.32')R2, N89 43' 00"E(N89'42'57"EN2774.85')R3 774.33')R2, (N89'44'13"E 1321.90')R3 GERALD FORD DRIVE (N89'39'18"E 1321.20')R3 2d 2�} -Doi -7012,l i .4 [MOTE: SEE SHEET 3 FOR MONUMENT NOTES. SM DUAL W ------------------- 42.09' --- 42_64'- s� ha�Q 30.00' Un r N Ff? M w U) h Z O to V) V J m d "o N O 00 � ul N N w w d• � u"I- 0 0 0 0 z z cy 0o cn uo QU-) 0 � ©O r as N N 00 m IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 4 OF 7 SHEETS TRACT NO. 36620 BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 NORTH 0 40' 80 120' 160' SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN, SCALE 1 =40' FOMOTOR ENGINEERING JULY 2022 -NO'23'34"W 30.00' o 0 2886 . SQF r. 0.07 AC.1 -N89'36'26"E 0.72' o LOT f!' -N0'23'34"W 30.00' 0 7116 SQFT. 1 0.16 AC. 7.00' 84.00' '50'50"E 12.54' LOT 5 16284 SOFT. 0.37 AC. N89'54'40N 130.79' (R) LOT 6 13026 SQFT. 0.30 AC. N89'37'12"E 114.00' Z 0 '0 c9cs: 129.06' LOT "A" 9535 SOFT. 0.22 AC. N89'36'24"E 660.10' N89'36'29"E 1110.62' 618.01 ' 646.14' N89'36'26"E 1203.24' N89'36'26"E 1246.60' _ o n VIA FLORENCIA c 781.21 ` - - -- - - - - - - - - - - - - - - - - - - - _ 422.02' LOT llp 11 (PUBLIC STREET) 0 161044 SOFT. 0 0 Ns2's5'45"W 28.18' cn , / 3.70 AC. N89'36'26"E 738.43' N N89'36'26"E 749.02' 137.00' 134,00' 129.96' r 18.50' 18.50' 13.00' i N89'36'31 "E 37.00' r r0 M 00 r r7 0 LOT 4 r LOT 3 LOT 2 T LOT 1 T o 15138 SQFT. T 15415 SQFT. 15073 SOFT. 15952 SOFT. co 0.35 AC. N 0.35 AC. M 0.35 AC. 0) 0.37 AC. o Z Q M N M N r ? co z�Q r-A-1 z ©w 12.00' 12.00' L=38.48' !N39°37'43� 9 a N76'41'19"E N77° 28 `31 "W 23.41 ' ° A=89'59'570" 1jN69 0 23.41 - -- 00 4g•s$' y CS 81.68' 91.00' G7 N ~C7 88.00' 117.00' " N89°36'24"E N89'36'24"E 205.00' ;n N89'36 24 E 172.68 24.00' o NO'23'29"W 37.00' _LOT OD »0 f� PRIVATE STREET _ --- N89'36'24"E 61269'---- --_-_-_- - - - -- _--- -_-_-- o _ ( )L---------------------------- - o 43.00' I, ----- 270 3 OFT ---- --- - ----- 569. Lo.69' - N89'36'24"E 24.00' 1 0 06 p N89'36'24"E 172.68' C7 c� CLn 7 N89'36'24"E 205.00' ,,\\ ° „ 9 9$1 C6 $1.68' 91.00' C \ N39 37 46 E r 4---------------------- ----� w-----------------_ \ R _ 11 � 1� G$ r-- N77° 28' 31 "W - - -- \\ N69 32 gp - 0 23.41 ' 12.00' - 12.00' o= LOT 7 �_ LOT 8 0 / „ 0 15140 SOFT. � 15421 SOFT. f LOT B 0.35 AC. N 0.35 AC. 3 N r 13217 SQFT., i 0.30 AC. N z z r r 0 / r z 0 r / 7.00' - 0----------------- ---------1 rr r r. a 0 ? / 34.00' a a- 224.11 ' / 135.00' N89'37'12"E 660.10' SUBDIVISION BOUNDARY N89'37'41"E 1 t SUBDIVISION BOUNDARY N89°36'24"E nV 0.43' k SHEET 4 CURVE TABLE SHEET 5 CURVE TABLE _ N N45'37'57"W 1.42' - N R%W �- U-) t��LOT-F` LOT "W" Of 00z o Li m w NO MON. LOT "0" LOT "P" zo ( 0 TO BE SE- srr `-) I 29.25' 0 DETAIL 'A' o 0 0 NOT TO SCALE m z z w z �; SECTIONAL --(N89°38'06"E 210.00')R2 BREAKDOWN �-- N89°37'41"E 209.57' LINE S N89°38'21"E N89'37'28"E 0.48' w NO MON. I TO BE SET I N89° 37' 28"E C0 N89'38'21 "E SUBDIVISION BOUNDARY o I 0.43' w .cn 1 LOT 65It I o I N89°37'41"E N [/ N89°37'41"E - Z z DETAIL 'B' VIA FLORENC I A z NOT TO SCALE w DETAIL 'C' U) NOT TO SCALE CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 47.36' 45.50' 59'38'39" C2 39.93' 45.50' 50"17'00" C3 40.07' 45.50' 50'27'28" C4 47.99' 45.50' 60'25'50" C5 38.11' 107.00' 20'24'29" C6 38.11' 107.00' 20'24'29" C7 5.52' 24.50' 12'55'05" C8 5.75' 25.50' 12'55'05" C9 1 19.31' 106.50' 10'23'21" CIO 1 39.30' 53.50' 42'05'26" 137.00' CURVE TABLE CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA CURVE LENGTH RADIUS DELTA CURVE LENGTH RADIUS DELTA C7 5.52' 24.50' 12'55'05" C25 72.03' 5018.50' 0'49'21" C41 23.93' 62.00' 22'06'42" C8 5.75' 25.50' 12'55'05" C26 9.12' 14.50' 36'01'25" C42 76.44' 62.00' 70*38'14" C11 12.82' 106.50' 6'53'48" C27 9.12' 14.50' 36'01'25" C43 7.05' 62,00' 6'30'59" C12 40.00' 53.50' 42'50'06" C28 9.75' 15.50' 36'01'25" C44 47.70' 62.00' 44.05'02" C13 35.96' 53.50' 38'30'48" C29 9.75' 15.50' 36'01'25" C45 0.97' 62.00' 0'53'53" C14 3.94' 106.50' 2'07'03" C30 60.21' 228.00' 15'07'49" C46 55.73' 62.00' 51'29'54" C15 28.18' 106.50' 15'09'47" C31 84.13' 228.00' 21'08'31" C47 4.41' 37.00- 6'50'10" C16 32.12' 106.50' 17'16'51" C32 50.11' 228.00' 12'35'36" C48 72.95' 305.00' 13'42'17" C17 61.53' 45.50' 77'28'53" C33 194.45' 228,00' 48'51'56" C49 76.12' 298.00' 14'38'09" C18 40,00' 45.50' 50*22'15" C34 88.20' 372.00' 13'35'04" C50 5.31' 37.00' 8*13'33" C19 49.50' 45.50' 62'19'38" C35 76.61 372.00' 11'48'00" C51 78.87' 1250.00' 3'36'54" C20 24.33' 45.50' 30*38'19" C36 73.78' 372.00' 11'21'47" C52 57,27' 1250.00' 2'37'30" C21 60.28' 31.50' 109'38'51" C37 42.12' 372.00' 6*29'16" C22 36.29' 5018.50' 0'24'52" C38 280.71' 372.00' 43*14'07" C23 76.00' 5018.50' 0'52'04" C39 2.09' 62.00' 1'55'39" C24 70.01' 1 5018,50' 0'47'57" C40 50,42' 62,00' 46'3513" 88.00 11 /.00---- ------------------------ •N76°41'19"E ' ------- --- ----------a -� L=38.48' R=24.50'__Y\ 23.41 A=90'00'03" I r r LOT 9 �2_ LOT 10 10.00' 15084 SOFT. 16000 SOFT. P.U.E. 0.35 AC, 0.37 AC. N 1 z I r r 7.00' 127,00' r rn o N p w in 0 0 z 0 N to w +n O 0 z 0 0 0 N89'36'27"E 148.50' LOT 11 10416 SQFT. 0.24 AC. N89'36'27"E 149.09' 18.5' 1 18.5' l O 00 i m r � ro N / LOT 12 - 10069 SOFT. C9 0.23 AC. r� N57'48'02"E 34.78' r r co - t �;t� Q, N89'36'27"E 116.21' 1 � r N z 1 r i r r O R N57°54'22"E �ti N74'14'40"E 51.94' \ �� SEE SHEET 7 I. i� 00 4 Lo 18.5' �j'o' O co �48.36"�O - io 0 R1GI w.* - 202-4- 003-19 V at NOTE: SEE SHEET 3 FOR MONUMENT NOTES. SEE SHEET 4 FOR SHEET 5 CURVE TABLE. N89'36'26"E 1203.24' VIA FLORENCIA 422.02'- - - - - - - - - - - - - ------ N62'08'"' 33E 28.18 I LOT lyxlj ( 4661 SOFT. ( 0.11 AC. N89°36'31"E 15.18' ' 18.50' 1 115.97' 33.57' I iti �0c)o (0)N 00 00 IR I Q im \---13.00' i 10.00' P.U.E. 01 0 I I i I 1 I h d- rn » 3 N t0 b 00 z 18.5' 1 I 1 I I 1 I 1 1 1 1 I LOT 6 4 10981 SOFT. 0.25 AC. N89'36'29"E 127.50' LOT 6 3 11016 SQFT. 0.25 AC. N89'36'29"E 127.50' LOT 62 11016 SOFT. 0.25 AC. N89.36'29"E 127.50' LOT 61 11016 SOFT. 0.25 AC. N89'36'29"E 127.50' 0 C6 00 to 00 !to M 00 to N O z 0 00 LOT 60 10955 SQFT.Lq ( 18.5' L=48.43' 0 25 AC. 0 00 h I. 0 0 N h IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36620 1) BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 NORTH SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. N89.36'29"E 1110.62' FOMOTOR ENGINEERING N11°02'53"E JULY 2022 646.14' R 295.11 SHEET 5 OF 7 SHEETS 0 40' 80, 120' 160' SCALE 1 "= 40' 154.52' 0 `� 30'• 14.85'1 <1,19y2�• 0 4� f�2S °°' LOT 82 ;1 LOT 81 4$s��,,.� 76 0 ��o. LOT W �,`r' 16694 SOFT. 70 R� 2886 SOFT. 17425 SQFT. 0.38 AC. �12�6�6,1It ,> S �',?9so 0.07 AC. 0.40 AC. 26.31' C30 4,4$• STRfi R�2s pgcQ'`i o 28.20 N41*3!'37"W � ca10 r i SAS>h� 0 p0 N25'57'29"E ry rL� ,y e33 L`? '� ^ (R)=298' C37 004�• �`� \ \1'31'37"W N20`38'24"W F` .3S0p" \ R -62 ____ -�347'49"W LOT 80LOT 52 ' C40 9094 SQFT. .19035 sOFr. N22°3403W !n � � ` N13`03'52"w C4 C� �°.�'J� 0.44 AC. 0.21 AC. R62 = \ C39 R =37' 2 Q N N pcj N36'01'S6"W N04'S0'20"W N z 1. \ 26.23' (R) =37' LOT 51 \N24.41'21'V �9 N43'47'27"E 41.31' 11006 SOFT. Ri \ 8.73' .3._06' _ 0.25 AC. c5o ���• �1 �R,. `t N _ m N45'00'00"W 8,98'__-_ c>>`'., 0 2�,, �z ;�\ �,. sR •�\ (PRIVATE STREET) g1', 1-1 n N06*00'27"W_-- , `, � `�;. sy\ `��� 57 / �1 LOT Z7i6 1 kg. �o\, s O % Qq -1,Q. 6822 SOFT. 10 � C14 -�15 49 �6 N56° 18'39"E �� w �� �r. S3,\ `?' Q, Dam Sd,, ��\ 0.16 AC. q3 ~ 16 N6 R .on �� o -�, \ 2 SQ ,� \ C43 b N89'36'27"E 87.96' N42°24' 11"W ' G r�3.50� NO3°53'23"W .� m N67'37'17"E 22.04' I o N13'34'34"W\ 9C� ti � LOT 79 (R f` g N89'34'43"E t1 r 1 14.94 27.74' 8�• 14303 sQFT. N 118_10--=- i N90'o0'00"E 77.52' z 12.80' N41'31'37"W \ �, R9 ,f,�`�s ���� �� N54`35' 10"E 0.33 AC. 0 i ti „ 49.63 » » try 29.50' `L / O `' F _ N45'34'17"W 53.72' t , p,5 o LOT F ^ R O• �. S- i (R =62 \ 1' `'9 N64'37'47"W 26.73' tr ry ate, � 'S°c �,'30- 20861 SOFT. v �i ' N73° 19' 06"W �,' 0 'S/ \ N34° 46' 06"E �• F �: » N85° 14' 17"W o `1 1 N� l R�- °' �' f N41'31'37"W R =305 1 N28' 17'50"E LOT V o it c2 02 0,48 AC. i , y C47 t R =298' 868 SQFr, LOT 5 6 R C125 I j� 44 a 09•w i r�� C) 29.50' \'\N80'50'07"W 9239 SQFT. ; a �� -- 2' c,'`�,•` ti p / N42' S1 ' 48"E \ 8.4s 1 Ns1 ° 19' 48"W a.02 AC. '' ' ' � G' f3.88' R =372 N88' 13' 14"E 1 =62' L=133.62' ' 1 ^ `� �` r `/ LOT 50 ''�a�� yO to R =37' R=298.00' L=1'V2.48 -- 0.21 AC. 10.00 �,., � , c20 �,. � '� �'' N71•os'o2"w \� 7 P.U.E 1 f 0 g 'tr %j \ C45 R=305A0• I 1 0 00,0 I -___- 11043 SQFT. f,' `%��.�`5/,�'b . 26.04N40`15'42"E '\ N80 25'S5"W d=25'41'28" d=21'07'48" 1 `r'• ►-' ► a.25 AC. C29 rlG, �� 1 ' R =365' R =62 +� to o I N10°59'28"W i ,h� �, !� 1$ ,, \ N49'50'48"W NO2°3621"E I N89'36 27"E 129.60' t h Q' , \ I zo w w 1 LOT 49 R) f `Lr" /� 5� 7.90' 4.' 24.7s (R) =29$ ' 1 z 1 00 1 � p � f �' �`o �2, � �ti �St` , � 18.14''gyp 10.46 Q , 0 0 , 1 1887 SQFT. o. c2s `� `� ' c 4 `` ° 1 r > o 0.27 AC. "'<p, % 1 , $`L ' `�� o ? L �� N23 40' 36"E I LOT 57 - I z I �`L �18 aR / ,. /" L ��` ,�� ^ �285 9 .� R =305 o i 0 1 1 O tx� / ,�' » » �� R,S3S -- NO2 ° 32' 48'E ai 00. - - NO'00'00"E 10.17' 1$.5' 18.5' LOT U 4-¢ - R =305` N i n � o �y�� 10 eL �, /� C28 90521 SQFT. !i w U 11 r�. " '04010 �� j� �� ,f' N29°16'44"E 03 0 1 is a It 1 6 21 � 46 �' S• 0' ,� R 801 " SEE $�T B _ -- C) Pro N12'55'05"E 23.41' (f 00 N N90'00'00"W 152.51' N� 31'4fl' ��'� / N84'29'48"E 8.95' o G3S C38�258gS' RGEFAL'D*- f z N N 16.00' 116.96' 35.56' hp f `�.' N48'28'23"E 10.06' � s500, N89'36'26"E 1246,60' 0 0 N89'36'26"E 378.52' 140.14' N89'36'26"E 391.99' LOT 5 4 11968 SQFT. 0.27 AC. Ste, LOT 55 13257 SQFT. 0.30 AC. 76.00' z o M N LOT 53 9132 SOFT. 0.21 AC. N A 2.69' _ i � ' N 17° 28' 45"E N89'36'27"E 124.65' i r NO'00 00"E 24.00' N9000'00"E 76.00' 'e ---... _C3'g . 25.00' LOT 48 LOTH ry% o c37 LOT 58 1 1 9066 SQFT. �'? 24227 SOFT. ov25.00 o, ' tf /• F �w iv w 9175 SOFT. 11 tf 0,21 AC. 0.56 AC. �, !� i� jg , ` ED Ln 0.21 AC. N 12'55'05"W 11 i f i ;n j� "t ��` LOT "I " o a co 23.41' 1`I h Q N12'55'05"E 23.41' L / r �h C %� ^' �' Q °' LOT 45 LOT 44 ° z I 7.82' N90•00'00"E 121.47' w 30862 SOFT. /,� 0.71 AC. N LOT 46 N 10455 SQFT. 9216 SQFT. N • N89'36 27"E 130.66' 1 WILo 0, N N i 0 f,' f ,'� l u tt f v 9101 SQFT. z 0.24 AC. a: ,- 0.21 AC. W I rn 0 1 o f f v f o� a, 0.21 AC. i� cn I pj W pi Z I g LOT 47 Z �' 18 , �' N77'00'27"E N Q O Z N VrI W LOT 59 (� o 00 o I 9587 SQFT. ¢ $ 1g 5, f 38.93' z z 9798 SQFT. 1 N 0 0 0 I 0 `n z i 0.22 AC. I 10.00' h 1ri 11 L=35.53 1 1 f f L=42.41 o `� � o W coV.I 0.22 AC. I 0 I z I r L=40.56' i P.U.E. I r` R=24.50' 1 ' ( R=24.50' 1� 5g' 1 N00' 43' 56"W N00° 08' 08"E 0� '- Q N00'56'05"E o z i R-31.50 1 d=88705'31" h 0 w 0 I L=38.43' 1 L=35.42' , 18.5718.57 i I R=24.50 ©=94`50'44" NO3'45'32"W A=83 04 53 19.38 ' d=99'10 14 R -- ----------- R------ -------------- -- PEI ------------ �r °- R=1231.50' R=24.50' I d=89'S2'03"/ f I t N04°50'44"W �� ------- --� ------------------------------- d-1'37'33" L 142.41 R 5018 ' 1 _ - _ , R=5018.50 , 4 5 -------- ,( -----L------ I -------------- r' '�-- -- L=95.17 R=5018.50' d=6 32 09 L=572.47 D . S 97.10' 70.31' d-1'05'11" d=T30'03" L=131.46' R=501$.50' -N2"52'28"W 13.85'(R) A=7'03'08" L_=615.43' R=5000.00' j„ �a N88'29 04"W 167.41' '�?=8'S4'07" N00°07'57"W NO2'05'58"W(R) i N85'02'37"E 37.14' 96 L=161.43' R`5000.00' _L_OT_ ,--- - L=776.85' R=s000,00' _D_ _ _ _ _ _ - ~-----`--- $$987 SQFT. -- (PRIVATE STREET) - 48.36 _� _'----- -- -- _ _ _ 167.41' R C51 _---- -- - d=,r50'S9" _ 2.04 AC. ------------�-_-- N$8'29'04"W 215.77' - _G52 d=6'14'24" L=136.1 R=1250.00' SEE SHEET 7 OR-161WAL, 202Q-003-1`012-1 NOTE: IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 6 OF 7 SHEETS SEE SHEET 3 FOR MONUMENT NOTES. SEE SHEET 7 FOR CURVE TABLE. TRACT NO■ SEE SHEET4-36620 BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 DETAIL B" _ N89.37'28"E 0.48' SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. 1✓�� FOMOTOR ENGINEERING JULY 2022 N89.37'28"E sso.22' > > N89'37'28"E 659.74' r N89'36'29"E 209,49' ��\ I 1 74.52' 73.00' 71.00' 73.00' 72.00' 72.00' 92.19' 95.01' 30A0' �r o I w r �° � LOT 71 0 LOT 7 2 0 N00'00'56"E I � `� 0 9284 SQFT. 1),. >; � 9083 SOFT. z NORTH SECTIONAL BREAKDOWN LINE LOT 65 W LOT 66 N LOT 67 LOT 68 LOT 69 N LOT 70 w 0.21 AC. 0.21 AC. �� 10024 SOFT. 8999 SOFT. w 9056 SOFT. w 9312 SOFT. w 91$5 SOFT„ w 9010 SOFT. h`4 Q 0.23 AC. 0 0.21 AC. 0.21 AC. 0 0.21 AC. to 0.21 AC. 0.21 AC. o o °_� o 0 0 0 o b ��, aj`Z e j N90'00'00 E 57.49 N z . �p J� 0 40 80 120 160 z I : , ;-, O co N SCALE 1 "= 40' n I `� M z o �' z z �. z z z z 54�� Ki z I a 3 n o i,i C87 •rL r i o w N79'35'43"W N01°05'36"E `5��1 �ti s I o �__ C89 39.34' �n 11.43' '~3a57 Qfl• 'cgs ;> 5.74'---------------------- N60°45' 28"E As • C88 71.00' ------ 73A0 ------ 72.00' 24.09' N LOT M 0 �Q� F`O� �� rn_ z �� p 6 z > z¢ L� SET 1"X30" I.P. j z I n �� G°} n=100'46'36' " � LOT 79 0 o PER SHEET 3 0 ( a� M L=94.10' R=53.50' N89'37'41 E 245.83' L=106.8 30860.71 SOFT. -� �` a04 4 m o o �= z n i `o R=106.89' 0 c3 I N69 ° 42' 43"W ao a.71 AC. 4 LQT ,� L" W w o N m z w t n=20'24'29" vi v> > R - - - -- N89"37'41 "E 438.39' ----- -- - - -- `�j� n u� I `o in co ri 6.07' I t } ------------------ _-�',-_-L=38.07' ------ I a N o to I 50.0Q n=9o•o0'00" 301.11', (PRIVATE STREET) r 11710 SOFT. o� q LOT - - SET 2"X30" I.P. M I !rt �, I �'/ .�� �S"''50, L=78.54' R=50.00' 50.88' R=106.89 �Op. .cob tJt 0,27 AC. o r ul rn �S N89'37'41 "E 280.48' n-20'24'29" t z �o M „ o 0 o PER SHEET 3 w I ( I ��a 4 C�� 61,60' 84.00'--------84.00--------- ---------------- s9sTSp•• 'Q °' NO MONUMENTS TO BE 10 I I n p----------------- ------ L=38.07' - �%' s 4 to D N51 ° 56' 28"W 7.00' o SET AT THESE POINTS o I i �� (�°� �� N45R'4422-21 W o w R=106.89' 000' /R 30.00' to -i U t C79 0 � n=20'24'29" C82 C83 SUBDIVISION z I i r ---- W 0 BOUNDARY "�LO 0 29.06' N89'37'41"E I i N63'38'S2"E N1R 40'32"E - �'p4- 0 Z - - °F w I R in in to 0 N41'51'30"W 28.15' 6 i�J N C78 LOT 7 8 (A LOT "P- LOT N , I �; °' o �' 0 1105$ SOFT. M N89'S9'S4"W 56.43' o R=335.00;_, N89'3T41"E' I m I o,� b I LOT 77 LOT 76 LOT 75 N LOT 7 4io ---------- 3002 SOFT. �! I T' 0.25 AC. 111$5 SOFT. 111$5 SOFT, 11128 SOFT. r o W - - a { ( " I N �, 3 9578 SQFT. IJ.I SECTIONAL DETAIL D VIA FLORENCIA a.a7 Ac. ( i 3 z 0 i NO'22'19'V 112.61' m 0.26 AC. 0.26 AC. in 0.26 AC. 0 0.22 AC. o f BREAKDOWN ---- - -- CENTERLINE I rn z 0 m iv NOT TO SCALE u, �y iv LINE i L�48'50'42" I iv ui i �s » N -cNv ,n f' R=335.00' I i o °' i LOT 0 z z z Z a, 1 a4O54 SOFT. Ln SEE SHEET 4 i ; Z ! 793 0 02 AAC • N 0.24 AC. 00 ------------ --- I i z 12.80' LOT T z N44'48'S4"E 22.42' DETAIL ��� -�\` N59'00'34"E 24.36' I N45'00'00"1N 15.72' 0 5736 SOFT. NO2' 36' 21 "E --- i �`� i N89'3 '41 "E 5.74' N89'37'41 "E 510.07' 0.13 AC. •1 ---- I I 29.50' 29.50' R ,=298 N89'37'41 "E 210.00' �` 1 I " 72.96' 84,00' 84.00' 84.00' 86.00' 99.11' hO / rr � � N89.37'41i E 59.00 ���' t 7 01' '� (N89'38'06"E 210.00')CALC'D PER R2 14.94' ��� �� r - - - _ - - - S'LY LINE OF THE NE 1 j4, - - - ��� - ? - o N89'37'41 "E 505.50' LOT »P �� I ��<o/ -'t o �� t I q N62'25'15"W 0 I fig, ¢/ f �o I 0 o NW 1/4, SE 1/4 SEC. 30 t g to ti �, o (PUBLIC STREET) 0 c+ Q� ,� h 't a ro•? r (N89-38'06"E 210.00')R2 "' `� 0i j d 27.74' PO N89°38'21 "E o 161044 SOFT. r ��°l/ �� � '1 �; `� �' f' - SECTIONAL BREAKDOWN LINE 559.50'---- _ -- M_- - 3-70 AC------ ------------ -�-` T� W N89'37'41 "E 209.57' , -_ - 459.45' VIA FLORENCIA co N89'37'41 "E N89'37'41 "E6 ---� CENTERLINE » 1-'r 0 0 N89'37'41 "E 804.44' N89°37'41 "E N8835'44"E 37.02' 10.58' N2 °03' 28"W ---�-b N89'37 41 "E 244.93' LOT U � �, M tv z SECTIONAL VIA FLORENCIA 6558 SQFT.) BREAKDOWN N89'37'41 "E 0.15 AC. I N89'37'41 "E 660.31' 8T �49' N�2 8p 75 N850 9'42"W 52.52' C77 14.87' 33, !y I 2 ' 15 49' N85'09'42"W 52 7 76' C37 36.97' w co Ln w 0 �z 00 LOT 43 N 9667 SOFT. °' 0.22 AC. o N N z _ 0 z �r 73.00' 70.00' 70.00' 70.00' 70.20' 72.80' 73.00' 73.00' 64.47' 1 I I I N89'37'41 "E 673.43' 13.46' 11 I v� N LOT 3 7 00 N LOT 3 6 00 LOT 3 5 N LOT 34 LOT 42 LOT 41 I LOT 40 '6 LOT 39 LOT 38 9114 SOFT. `� 9087 SOFT. 90$7 SOFT. 3 9165 SQF7. 9194 SOFT. 9153 SOFT. I 9448 SOFT. 9435 SOFT. 9116 SOFT. -�� 0.21 AC. 0.21 AC. 0.21 AC. o� 0.21 AC. 0.21 AC. 0.21 AC. I 0.22 AC. o� 0.22 AC. 0.21 AC. r N N N I N N CV o N 0 z N 0 z N 0 z I I 1 z z i z z z oo uj L=49.06' ci n" R=31.50' tr N04' 16' 27"W n-89' 14'08" i NO2' 39 ' 36 "E NO3' 29 ' 42"E ( N04' 36 ' 30"W R 4.85' --- - -- -----3- - _ R ------ N 3'34'17"E R N00'31'05"WE(R) R �_____--------Ci0073.00' 73.00' 43.68'C93 572.4T R=5018.50, C95 -----_-------- - ( C96 ----------_--C99N893T41E - ---- C97 n=6'06'26" L=77.87' R=50.00'C94 L=106.43' R=998.50' 194.53 n=6'32'09" L= _- _-_-_ n=7'03'08" L=615.43' R=5000.00' ( n=10'39'25" L=182.56' R=981.50' ,0 6 06'26" L=104.46_R=980A0' ____ 'W �f �� p- • ----- --�'"-----------N89'37'41 n=8'S4'07" L=776.85' R=5000.00'---'---- I _ -- -- n=10'39'25" L-186.dd` R=1000.d0' _- -"E 243.87' Q - - N06'28'45"W(R) N04'10'40"E(R)--------- `--T------- -- I (PRIVATE STREET) _LOT $$987 SQFT. 2.04 AC. SEE SHEET 7 52 C74 I C76 18.5' i 18.5' 1 t�89''7'41 "E 24.40' d I 12.53 - LOT „K„ T "' 17326 SOFT. LOT '?S I' co o i 0.17 AC. 803 SOFT. I z w z I 0.02 AC. I I C72 N89.37'41 "E 131.53' !`� I O, 'n m tri j N85°48'06"E I z I C71 I w � ri N9'59'48"W 40.91' to I z , d.dd' LOT 3 3 1 0 ',- - QvF- 9182 SQFT.ui C70 0.21 AC. I I N72'20'32"W 42.01' �� / 1 N89'37'41 "E 2.27' n=89 14 08 49.34' g tt N88' 1227"W © Gil , R LOT 32 11427 SQFT. I N38' 41 ' 22"W 0.26 AC. t� SEE SHEET 4 IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA N57'48'02"E 34.78' 1 L=48.43' 0' ""5 R=31 50' TRACT NO 36620 lo'c; 0 N89-36'27-E 1165,21' 06 cv A=88'05'3 1 BEING A SUBDIVISION OF THE SOUTH HALF OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN., I > Z FOMOTOR ENGINEERING JULY 2022 1 o N57*5 " "E 00 (R 36'�� N74�14'40"E 51.94' N88*29'04"W .50' C54 LOT "E" 21667 SQFr. 0.50 AC. LOT 13 11680 SOFT. 0 0.27 AC. z CO 99.09' 87.00' N89*38 I 54"E 1320.93' -A 92.00' NOTE: SEE SHEET 3 FOR MONUMENT NOTES. 0 .j w m w 111 1) cf) NORTH 0 40' 80' 120' 160' SCALE 1 "= 40' SEE SHEET 5 SHEET 7 OF 7 SHEETS SHEET 7 CURVE TABLE SHEET 6 CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA CURVE LENGTH RADIUS DELTA CURVE LENGTH RADIUS DELTA Clo 39.30' 53.50' 42*05'26" C69 46.24' 53.50' 49*31 '05" C85 53.45' 45.50' 67*18'04" C51 78.87' 1250.00' 3*36'54" C70 11.01' 53.50' 11 *47'21 " C86 39.81' 45.50' 50*07'36" C52 57.27' 1250.00' 2*37'30" C71 10.78' 106.50' 5*47'54" C87 24.94' 45.50' 31'24'40" C53 45.79' 53.50' 49*02'21" C72 8.53' 106.50' 4'35'27" C88 20.03' 106.50' 10*46,36- 054 16.57' 53.50' 17'44'26" C73 19.31' 106.50' 10'23'21" C89 8.69' 53.50' 9*18'41" C55 19.31' 106.50' 10*23*21" C74 8.00' 88.00' 5'12'37" C90 6 6.11' 53.50' 70*48'19" C56 85.37' 1268.50' 3*51 '22" C75 8.64' 95.00' 5'12'37" C91 19.29' 53.50' 20*39'36" C57 52.77' 1268.50' 2*23'01" C76 36.55'- 72.00' 29*05'04" C92 79.08' 5018.50' 0*54'10- 058 42.42' 4981.50' 1 0*29'17" C77 36.18' 65.00' 31 *53'46" C93 73.13' 5018.50' 0*50'06" C59 90.16' 4981.50' 1 *02'13" C78 7.03' 15.50' 25*58'49" C94 59.80' 5018.50' 0'40'58" C60 60.06' 4981.50' 0*41'27" C79 7.76' 14.50' 30'40'36" C95 10.39' 981.50' 0'36'23" C61 57.04' 4981,50' 0*39'22" C80 21.97' 1 31,50' 39*58'1 1 . C96 70.05' 981.50' 4*05'22 C62 38.18' 1018.50' 2*08'53" C81 24.92' 31.50' 45'20'02" C97 70.07' 981.50* 4'05'25" C63 54.22' 1018.50' 3*03'00" C82 4,40' 106.89' 2*21'38" C98 32.05' 981.50' 1 *52'15" C64 39.1 l' 961.50' 2*19'51 " C83 16.68' 45.50' 21 *00'02" C99 38.43' 998.50' 2'12'18" C65 63.38' 961,50' 3-46'36" C84 40.48' 45.50' 50.58-36 Cl 00 68.00' 998.50' 3-54-08" C66 19.31' 106.50' 10'23'21" C68 43.91' 53.50' 47*01'25" C69 46.24' 53.50' 1 49*31'05" (3 w 0 N04*43'28"W N2*52'28"W 13.85'(R) A=7*03'08" L=615.43' R=5000.00' LOT "D" 0 'oto '��'soo' a - R=5000-OV - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------LOT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R PR� A=8*54'07" L=776.85' R=5000.00' 88987 SQFr ------ ------- 48.36 N202'05'58 W(R) __�=T50"59" L 161.43 (PRIVATE STREET) 167,41- z C52 -7" 06 2.04 AC. - - - - - - - - C51 A 'r% i =773 98' R=4981.50' ----------- N88*29'04"W 215.77' A=6*14'24" 1 -1361 R- Do! 00 ------ C60 Z N *22� "W 1 22.5(Y - ------- 88*29'04"W 122.50, A=6*14'24" L=138.157 R=1268.50' C59 ----- -- 058 ----- 9 C57 NO3*11'58"W C�5 5 9 5. O�5' C56 ---------------------- 1.65- (R) C54 5.78iO i464 4 W/ ---------------------- NO -2 *-2-0-' 2-7-" -W (R) 0 N81'07'35"E 40,91' 9::5 0 ui -TR7 0 N08*52'01"E o - (R) d 0 LOT 14 0) pli LOT 15 N koCn Ki LOT 16 cq LOT 17 1� N 11431 SQFr. - 11920 SOFT. - 11949 SQFr. 3: 12002 SOFT. 0. 28 AC. 0.26 AC. (o 0.27 AC. (o 1 0.27 AC. co (o p 0 0 z z CN b z z 92.00' 95.00' 1 97.00' 95.00' LOT 18 1�j 1) LOT �2 11916 SOFT. 8177 SOFT. 0.27 AC. 0.19 AC. 04 b b z z 90.00, 1 60.00' IA=O.-) =0'59'22" L=86.04' R=4981,50' A=0*59'21" L=86.01' R=4981.50' 5.00' R=4981. �=0584rO L=8 50' --------------- A=0'58'40' L=35.02P R=4981.50' V :: ---------------------- NO2*30'31"W ----------- N01 1,09"w (:5i 31 4 i N� R --- ------------ ----------------- 00 6,52_E rN 0 102 '82 60'"5 2 - E= - R R R LOT 19 0 "q- LOT 20 LOT 21 LOT 22 �026 11946SQFT. ?: 12096 SOFT. 3: 11979 SQFr. 11878 SOFT. 3: 0.27 AC. 0.28 AC. 00.27 AC. 00.27 AC. b b z z z 86.00' 86,00' 85-00' 85.00' 1 N89'38'54"E 1320.93' N72'20'32"W 42.01' SEE SHEET 5 N6*28'45"W(R SEE SHEET 6 I nj N89*37'41"E 82.27' N,V 1 0'40"E(R) =77.87' R=50.00'__-----7rn -- - - - - - - - A=7*03'08" L=615.43' R=5000.00' 1�4.46' R=980-00' A=89* 14'08" ----149.34' N88*12'27"W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R A=8*5407 L=776.85'-R=- 50-66- LOT "D"-z N89*37'41"E 243.87' -/ - - - - - - - - - A=10*3925" L=186.00' R=1000-00' - 06 N79-58, LOT 3 2 --68987 SOFT. 1 "E 150.11' -w 11427 SOFT. (PRIVATE STREET) 2.04 AC. 40.91, 'F\ -A�102'10" 6--6'06'26 L=102.49' R=961.50' N89*37'4 58 L=gi ��i R=4981.50' C65 26.67 90.00, 33.41!rl' C66 N38*41'22"W 0.26 AC. --------- - ----- R=4981.50' A=10*39*25" L=189.44' R=1018.50' C64 R C61 C62 - C63 55 "W c -------- Tet - A=5*27'32" L=97.04' R=1018.50' \NO1'25'32"E _7 NO3;'� ------- -------------- --------------------------- ----------------- ------ -- N04'08'55"W ---------------- ----------------------------------- 'o ui I N30*29'33"W 43.99' (R) R J\ �R b ui C67 N08*20'03"E NO3*25'45W q ::; co a: NO2*01*47'*E - (R) �? CI: R) 00 o LOT 23 co (o LOT 24 0; c� LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 12329 SOFT. 04 12191 SQFr. - ro 11996 SOFT. n 11905 SOFT. 11859 SOFT. 11984 SOFT. 12032 SOFT. C14 13599 SQFr. 0.28 AC. (o 0.28 AC. 0.28 AC. 39: 0.27 AC. 0.27 AC. 0.28 AC. 00.28 AC, 0 0.31 AC. 3- 0 p �74 ':'wo b z 0 z b z b z z z *0-1 z z 92-00' N89*38'54"E 1320.93' 81.84' am 97.00' 93.00, 90.00, N89T39'1 Yll 660.35' 113.97' LOT 31 15601 SOFT. 0.36 AC. 163.22' 2j 48, ul 00 0 U? n Lo me is 0 z