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rs153_0770 100' 200' 300' 400' SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME SPL LANA OR ND U ER MY DIRECTION /N CONFORMANCE WITH THE G,A REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT/�- AT THE REQUEST OF BILL BUCHANAN IN JUNE 2018 O NO. 5174 2 � X DATE. aaC. /9 zo f EXP. 6-30-2021 CHESTER F. RALSTON LS 5174 (LICENSE EXPIRES 6-30-2021)�Q- F FpSCALE: 1 100 OF CALF FD. 1 " 1. P. W/ RI V. CO. SURV. SQ. TAG UP 0.6; STAMPED CENTER SECTION PER RS 131/75 & PM 104/31 �..-► 1316.91' [1316.727 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FD. 1 " I. P. W/ ILLEGIBLE TAG FLUSH, PER PM 104/31 AT N. W. CORNER GOV'T LOT 1 N 89°49'11 "E 2633.50' SURVEYOR'S NOTES BASIS OF BEARINGS IS THE EAST LINE OF GOVERNMENT LOT 1 BEING N 00°07'08"WAS SHOWN ON RECORD OF SURVEY ON FILE IN BOOK 108, PAGE 7, OF RECORDS OF SURVEY OF RIVERSIDE COUNTY, CALIFORNIA. e INDICATES FOUND MONUMENT AS NOTED. ( ) INDICATES RECORD DATA PER RS 108 / 7, UNLESS OTHERWISE NOTED. 1 I NDI CA TES RECORD DATA PER RS 131 / 75. { } I NDI CA TES RECORD DATA PER INST. # 73-3183 O.R.J. RECORDED JANUARY 9, 1973. {{ }} INDICATES RECORD AND MEASURED DATA PER INST. # 73-3183 O.R., RECORDED JANUARY 9, 1973. THE PURPOSE OF THIS SURVEY IS TO DOCUMENT THE EXISTING TRAVELED ROADWAY FROM VOGUES ROAD TO THE WEST LINE OF INST, NO. 92-175948 O.R. CURVE DATA TABLE Curve Delta Angle Radius Arc Tangent ffill 99010'00" 135.00' 233.66' 158.53' ff2jj 160030'0011 135.00' 378.17' •-a► 3 26027'10" 60.00' 27.70' 14.10' 4 18001'58" 200.00' 62.95' 31.74' 5 49 °07'31 " 60.00' 51.44' 27.42' 6 5904958" 60. 00' 62.66' 34.5 7 35014'31 " 100.00' 61.51' 31.76' 8 67020'38" 90.00' 105.78' 59.96' 9 6604645" 70.00' 81.59' 46.14' 10 38052'07" 85.00' 57.66' 29.99' 11 68022'18" 56.00' 66.83' 38.04' 12 324732,E 255.00' 145.94' 75.03' 13 82009'54"80.00 114.72 69.75 14 7804935" 40.00' 55.03' 32.87' 15 51038'07" 135.00' 121.66' 65.31' 16 108051'53" 135.00' 256.51' 188.79' 17 38019'04" 135.00' 90.28' 46.90' 18 122010'56" 135.00' 287.89' 244.46' COUNTY SURVEYOR'S STATEMENT PARCEL 2 PM 85 / 44 FD. I" IRON PIPE W/PLA STIC PLUG STAMPED RCE 26457, DN. 0.6' PER PM 53/16 N 89°5239 E 399.43' (N 89°5121 E 399.43' REC. PER PM 53/16 M Lo z CL U Lu co Lo Nt 0) Lo 0 O z o� 0 O 0 9 4&20---6Dc20151 HEET 7 OF 1 SHEET RECORD OF CENTERLINE OF EXISTING %% RECORDER'S STATEMENT SURVEY ?, cy) FILED THISt5*1 DAY , 20 BEING A SURVEY OF A PORTION OF THE SOUTHEAST QUARTER% c Q oo � AT�.'�PM. IN BOOK 15 OF RECORDS OF SURVEY OF SECTION 36, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S. B. M. CENTERLINE OF •-a► cd AT PAGE , AT TH REQUEST OF THE COUNTY SURVEYOR. NO. b CHESTER F. RALSTON LS 5174 JUNE 2018 EXISTING DIRT � ` `�� ACCESS ROAD � � FEE: .O� PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER INST. NO. 94-481450 O.R. �'cs \ r-1.1 o NO. 73-3183 O.R. A. C c` n o BY.' �'% j�,�� � ` DEPUTY FD. 1 " I. P. W/ RCE 13234 TAG, UP 0.2; N 34°08'E 1.05; PER PM 104/31 [N 89°49'14 "E 2633.447 386.59' INS T. NO. 81-226032 O.R. REC. 12-7-1981 FD. 1" IRON PIPE W1 PLASTIC PLUG STAMPED RCE 26457, DN. 4.5' PER PM 53/16 NOG_ UES _ M LOT 'A"PER PM 85 / 44 M �EST .156.83} , _ _ _ _ _ N J9W1'51 1T8"W 156.45 -� -j P--'- ------�----_� ORTHERLY LINE OF ROAD � LOT "B"PER PM 53/ 16 L4 .- � INST. N - O 73 3183 O.R. R Z� AND CL OF ROAD AND S 80°3201 5"W�- ,o �.2� UTILITY EASEMENT PARCEL 2 REC. 1-9-19 73 °o ° PM53 116 5 FD. CONC. NAIL IN TOP OF 7'X4X3' GRANITE BOULDER cn o "o M G° om LINE DA TA TABLE o THIS MAP HAS BEEN EXAMINED 1N ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS" ACT THIS 3 DAY OF 5 , 20.� _ _ O v -AND S DAVID L. M ILLA111 COUNTY S L 8488 R SURVEYO �G' �'' MCM/ � `p LICENSE EXPIRES 12-31-2020 v y p --� p NO. 8488 2 70 EXP. 12-31-2020 OF CALF COUNTY SURVEYOR'S NOTE THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 ( COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORD. 460. THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. l3 DATE. , 20 A0 DA VI . MCM/LLAN, COUNTY SURVEYOR LS 8488, EXPIRES 12-31-2020 18-534 LAND SG McM<<�G�o -► p� NO. 8488 � 70 EXP. 12-31-2020 CAL�F�Q` Q) o CENTERLINE OF EXISTING %% DIRT ACCESS ROA ?, cy) DN. 0.8' W/ SMALL MAGNET � c Q oo 1'41" c N $ �' M M •-a► S 12011'45"W 2.28' FROM o INST. NO. 94-481450 O.R. o REC. 12-29-1994 h c NO. 73-3183 O.R. A. C 30'WIDE EASEMENT FOR ROAD &UTILITY PURPOSES PER INST. NO. 94-481450 O.R. o 357.52' cn FD. 3/4 " I. P. & TA G RCE 13234, UP 0.4' PER RS 10817, RS 131 / 75 A T S.W. CORNER GOVT LOT 1, SECTION 36 co/ u M Lo c6 0 co o p co co 0 0 z NORTHERLY LINE OF INST. NO 73-3183 O.R. AND CL OF ROAD AND UTILITY EASEMENT _ 413 �•-- c;10 REC. 1-9-19 73 - -�--' C18 Mco M 0 o DETAIL (NTS) z 7316.59' 7376.72' 420.00' F_... o) �; �Lo N M co N M 0o W LINE OF THE EAST 930' OF GOVT LOT 1 LYING N'LY o OF INST. NO. 73-3183 0. R. o INST. NO. 84-24533 O.R. REC. 2-6-1984 SEE DETAIL , I ABOVE ' / 0 2 1-13 DOC. NO. 2 - 008 0681127 O.R. o REC. 12-31-2008 ° 0 co ►_: W. LINE OF THE EAST 510' OF GOV'T LOT 1 LYING N'LY OF INST. NO. 73-3183 O.R. PER INST, NO. 92-175948 O.R. V �-9.52' 0>0 .1 0� p p� o- -� � O DO-- 14 o � O� �4J' foo - 00 , 9.52' 00 co 0 0 30' z FD. 16" X 16" X 8" GRANITE ROCK W/ NAIL & TAG LS 30351N MOUND OF ROCKS ATE. 1/4 CORNER OF SECTION 36 PER RS 108/7, RS 131/75 AND PER PM 53/16 510.00' INSTT, NO. 92-175948 O.R. REC. 5-14-1992 {97°541101} %%?7 3-3183 O.R. ---•-J'-- �',�' INST+ NO 7-- ;; -...._300' �- ��------ °58'42,��275�-001N25 ems-- S 81050,00 81 � TWO . Q� co w U.. O 00 N t� cn co Lu 00 ,. M Q�W^C; O �ZZco ad �OCLL Zz� cjx�0 � ao cc CL ao W. LINE OF THE EAST 960' OF GOVT LOT 1 LYING SLY 30' WIDE EASEMENT FOR p OF INST. NO. 73-3183 O.R.ROAD &UTILITY PURPOSES °po REC. 1-9-7973 PER /NST. NO. 95-037402 O.R. Z 363.00' 286.00' M (S 89 °58'43 "W & [S 8905849"W 1317.507 30' WIDE EASEMENT FOR ROAD &UTILITY PURPOSES PER INST. NO. 73-19452 O.R. O M 311.00' FD. NAIL & TIN & TAG RCE 862 IN 8'X XX 2' GRANITE BOULDER PER RS 108 / 7, RS 131 / 75 A T S.E. CORNER GOV'T LOT 1 RI V. CO. 19-140 FD. 1-112" HOLE IN BEDROCK M DN. 0.8' W/ SMALL MAGNET V_ AND FLAGGING IN HOLE, V _ S 12011'45"W 2.28' FROM ANGLE POINT PER INST. NO. 73-3183 O.R. c` n co � Lo co 0o W. LINE OF THE EAST 311' - W. LINE OF THE EAST 597' 00 OF GOVT LOT 1 LYING S'LY o 0 OF GOV'T LOT 1 LYING SLY OF INST. NO. 73-318 O.R. OF INST. NO. 73-3183 O.R. p PER INST. NO. 73-19452 PER /NST. NO. 95-037402 O.R. ° O Z 30r 30' INST. NO. 95-037402 O.R. INST. NO. 73-19452 O.R. cfl cO REC. 2-6-1995 REC. 2-14-1973 Nt co ao W. LINE OF THE EAST 960' OF GOVT LOT 1 LYING SLY 30' WIDE EASEMENT FOR p OF INST. NO. 73-3183 O.R.ROAD &UTILITY PURPOSES °po REC. 1-9-7973 PER /NST. NO. 95-037402 O.R. Z 363.00' 286.00' M (S 89 °58'43 "W & [S 8905849"W 1317.507 30' WIDE EASEMENT FOR ROAD &UTILITY PURPOSES PER INST. NO. 73-19452 O.R. O M 311.00' FD. NAIL & TIN & TAG RCE 862 IN 8'X XX 2' GRANITE BOULDER PER RS 108 / 7, RS 131 / 75 A T S.E. CORNER GOV'T LOT 1 RI V. CO. 19-140