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rs158_099-103DATES OF SURVEY JULY 2021 & JANUARY 2022 IN THE UNINCORPORATED TERRITORY, OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF THE A PORTION OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 3 EAST, SAN BERNARDINO MERIDIAN JOSEPH G. DERLETH P.L.S. 7340 JANURARY 2022 M-3 32 33 - - - - --T.5S.,-R-3E., SEC. 33 33 __1341.88'______ 1341.88' NW 5}14 - ----2683.75' (2671.85' R3) ----- 1 ------- ---- 141M410 ..� N89°42'32"W, 5352.88' (5343.70' R3) (5353.59' 88)(80.00 CHN 811) i EST. BY f^ r r I r .�I GOVERNMENT LOT 4 1E� GOVERNMENT LOT 3 �" 00 LOv t� �= I PER (R11) z7 . PER (R11) z z N n oma( NW (0- I0CD 'ol 1/16 1n, o low CD o I M-20 I N89°55'15"W, 2664.14' `n 1 `n CD N NJ 1332.06' IN Coo I 1C N 1 666.03' 666.03' 1332.08' n - - - - - - - - - - - - - - - - - - - - - - -^ 00 � - � I N r o`- MIlo;n 00 SAN BERNARDINO N.F. �z �I SAN BERNARDINO N.F. to o I N 0 A.P.N. 568-070-023 in N I 01 A.P.N. 568-070-023 CD i 0 = N J �I N 1 r co SE -NW N89 -58'55"W,660.64" o C -S -N ro o I N89°59'02"W, 1327.30' o 1 /64 (660.70' R7) z 11/64 � C3 1 o o M-15 660.67' R1 660.57' R3 M-13 co �, - 331_83 _ _ 331_83 - 331.83 _ 331_83 _ I oro �- - - - -) - - - - - N" " : ---- I N o0 2669.13' 2671.85' R3 33 34 4 3 NEC NTER. R. M SAN BERNARDINO N.F. -22 I" '` SEE 1 I" Loo " I N (660.15' R7) (�I SEE DETAIL A.P.N. 568-070-023 ,n n " " I S W- N W .n � ro I N 89 °59 2 7 W, 66 0.02 ; O ; E.A. 4 ------------------------- N ` � N ( 1 /64 10 o DETAIL IN 1 C° o o rn U.S.F.S. ° ctro6, �Jl ICN0to I'E.A.11f I o I� z ---- ----- �o rrc� (rte o ,IJ n I N r� ^ M-16 SEE �'►-12 I -;•® �t r,6 2 1 N89°59 04 E, z 1324.92 "� r � r7 L15 DETAIL EO °° a,' SEE DETAIL O 1 I I ( I " 1'E.A.3" -' U.S.F.S.;:-: M_g I „E.A. 5.. z _ 331.23 _ _ 331;.23 33,1.23_ I 331.23_ I N -------- ---- Ni �E 3ico �- I 0- M-17 M-11 I L4 1 >� I U.S.F.S.I N Ir , ' it , r- N Ln I „ „ �I 44' N89.58 07.IN - 992.80 1 J I� r I J (0 co , RONALD McDONALD I� HOUSE CHARITIES Col 0 93 - ( - - 330 93 1 _L17 �- 1 0 �� DOC. No. I IJ 2011-0075283 J� 1 27 M-26 0 RS 8/41 q A3 C I C -W -E C -E 00 Al 11 IN 12 IN 13 r IN z 1 A4 Q O O 1%64 1/16 �-1322.54 I� I� _j I_ 1322.54 1 M-6 RS 120/76-77 M_g U. S. _ M_-7 WM-2 330.6_330.64_ _ 330.64 _2 25 ___-664.39 __-__ ___--- --- -- - C 1-4 - ________ _ _ _ I 9°57'09"E, 2645.09' M-25 �, I (2632.45' R3) (*2644.85'* R8) L3 664 90' (666 06' R) 0 28 I 1 - u� cn M-18 A6 I - N89°58 02 E, 1330.89 (1331.92 R) o NI �207 �l 6 � of 5 ��`" "- 10 "-yli C -E -W B I (1331.19' R8)(1330.91' R10) 100 o --O CoI O H I O �rC6 I CO1/64 O o' M-30 29 �N N� IN SEE DETAIL�A5 I >- �I ISEE SURVEYORS I� z � �, Nr �I r71 r70 IM E.A.2 NOTE 1, SHEET 2 1-� �� LO N O �� I M-24 z I U.S.F.S. M-19 I 'ter o---- ---- ; - ---- -- -- ------ ;----------------- N.S.F. O w 330.60 330.60 I 330.60 10 L1 663.93 L32 I I g o z I �- 00 �o1 11322.40' w�1 1 1322.40' I� O I,o "RONALD McDONALD HOUSE CHARITIES" 1--- 0 Q o " �� '�'�1 01 �IN89°59 31 E, o 2644.81 1_j L37 I DOC. No. 2011-0075283 Ir J co " N co " N ------------- ro A.P.N. 568-070-025 1-0 °�°" N� ® owl ® N ® SMI ® 1 N o O Im I -� ►� z coo 00 z ? co `�� oo I rol o ( I,o ,� I� N.S.F. O N.S.F. I C � O Ln 0 �, z( 1 z I 663.47' (I O i z N0----- -- ; - ---- : ------,-- - - - - - - - - - - - - ------------- o z o ,-,? 330.57 330.57 330.57 330.57 1322.26 " (v a_ Ln �'' 1322.26 I 1 c n a Q I M-23 N89°58'07"W, I C° 2644.53' I w 00 0 ( o l NW -SW I C° o" I Ii �3 �" I 1/64 1 0 ter\ �1" � m Lv NI L N °'I m GRAPHIC SCALE � � z O N O "�I O I !� Q w O -I 250 0 125 250 500 w O to I ro .� �I � �� CO, o �� "HURKEY CREEK l0 REGIONAL PARK" 60. N �1(0 i m Q o; �' o I DOC. No. 1 0 1998-430282 rn I IN FEET z o ( O A.P.N. 568-070-0141 o A.P.N. 568-070-014 0 n ( - ) i o w N z j N89°53'23"W, 2643.97' I oz z 1 inch 250 ft. m 1321,99'I z 660.99' 660.99' I N89°5323"W, 1321.99' N89°55'04"W, 1329.25' - - - - - - - - - - - - - ------------ ---------------------------- ----------- ------ ------ ro 10 I S21 C.L. APPLE CANYON ROAD N.S.F. U.S.F.S. M-14 "o C -S SE o �J JI;� 1/16 v� 1/16 1 16 00 --_--_ N8_212 W,-13_ 2 _--_-- RIDGE WELLNESS INC. �/ z �r U.S.F.S. �00 A.P.N. 568-070-021 i SAN BERNARDINO N.F. �1 SAN BERNARDINO N.F. �l� = A.P.N. 568-070-022 A.P.N. 568-070-015 Z) RS 77/20 5 14 N89°43'54"W, 2642.88' (2646.3' R 3 ) (2642.85' R6)(2644.54' R8) M-5 M-1 -__-_--- 1321_44' (1321_42' R6)------ --------1321`44' (1321_43' R6) -- -- 4 SWC 8 9 N.S.F. - -- 91/4 RECORDERS STATEMENT 2u2�-D3'Ps►�j �rb (L\n6A_l ` o. a SHEET 1 OF 5 FILED THIS d' DA Y OF 20 2Z- , A T . 0 P. M., IN BOOK 15--g - RECORDS OF SURVEY, AT PAGE qqI o3 AT THE REQUEST OF THE COON TY SURVEYOR. FEE NO. 'L022 - D 377sI PETER ALDANA, ASSESSOR -COUNTY CLERK RECORDER BY *_� DEPUTY EXEMPT FROM SB 2 AND RECORDING FEES PER GOVERNMENT CODE 6103 SURVEYOR'S STATEMENT THIS MAP CORREC TL Y REPRESENTS A SUR VEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AS AN AGENT OF AND A T THE REQUES T OF, THE U. S. DEPAR TMEN T OF A GRI CUL TURE, FOREST SERVICE, IN JANUARY, 2022. LAND 14 �Z9Z� ��Q� O = O EXP. 12-31-23 ;u JOSEPH G DERLETH LS 7340, EXPIRES 12/31/2023 �TgTF L.S. 7340 OF CALF COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THI DAY OF 20 SAND No. 8488 DAVID L. MCMILLAN, COUNTY SURVEYOR q�"P 12-31-22L.S. 8488 EXPIRES 12I3112022� cgv GENERAL NOTES 1. FOR STATEMENT OF PURPOSE, BASIS OF BEARINGS AND DATUM INFORMATION, LINE TABLE, ANGLE TABLE, MAP AND DEED REFERENCES, LEGEND, AND SURVEYOR'S NOTES, SEE SHEET 2 OF 5. 2. FOR MONUMENT NOTES SEE SHEET 3 OF 5. 3, FOR ENCROACHMENT AREA DETAILS SEE SHEETS 4 AND 5 OF 5. CRANSTON REFORESTATION U.S.DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 5 SAN BERNARDINO NATIONAL FOREST RECORD OF SURVEY NATIONAL FOREST BOUNDARIES TOWNSHIP 6 SOUTH, RANGE 3 EAST, S.B.M. SECTION 4 RIVERSIDE COUNTY, CALIFORNIA JURYCI CU D1. J. DERLETH / D. NEGREfE 01/2022 UmMV14 DI' APPROVED BY: J. DERLETH 01/2022 CHECKED BY: DATE: 01/31/2022 APPROVED BY: DANELLE HARRISION: FOREST SUPERVISOR RIV CO 22-017 R3) (665.81' R7) (331.69' R7) (332.14' R7) R3) (L12)=N89°58'41 "E, LINE TABLE: R1) (659.34' R3) (659.59' R7) (LI)= N00°06'31 "E, 1311.97" (1311.89' R8 & R10) (L2)=N00°06"31 "E, 2647.88', (2656.95' R3) (L3)=N89'58'02"E, (L15)=N00'06'20"W, 666.00', (665.86' R & R1) (665.80' (L4)=N89°59'29"W, (L16)=N00°09'53"E, 666.09', (666.07' R3), (665.92' R7) (L5)=N00°07'30"E, 331.57', (331.66' R1), (331.71' R3), (L6)=N00°06'31 "E, 332.05', (332.14' R1), (332.12' R3), (L7)=N00°06'31 "E, 332.13', (332.12' R1 & R3 & R7) (L8)=N00°06'31 "E, 166.06' M. & (R7) INTER.=INTERSECTION (L9)=N00°06'31 "E, 664.17' (664.26' R1 & R7) (664.24' (Ll 0)=N89-59'31 "E, 165.30' FOREST (L11)=N00°21'37"W, 164.01' 163.87' OF ENTRY R3) (665.81' R7) (331.69' R7) (332.14' R7) R3) (L12)=N89°58'41 "E, 659.40' (659.42' R1) (659.34' R3) (659.59' R7) (L13)=N89°57'09"E, 658.15' (658.16' R1 & R2)(658.11' R3)(658.12' R7) (L14)=N00°06'20"W, 332.35' (332.72' R1)(332.56' R3)(332.57' R7) (L15)=N00'06'20"W, 166.42' (166.26' R7) (L16)=N00°09'53"E, 327.54' (327.38' R2) (327.62' R3) (327.46' R7) (L17)=N89°58'07"E, "E, 658.47' (658.47' R2) 165.47' (Ll 8)=N00°37'10"W, (658.37' R7) 164.10' (L19)=N00°03'59"E, R2) (327.96' 163.20' (L20)=N89°58'20"E, R7) (L34)=N00°06"31 330.62' (L21)=N00°03'37"E, (327.96' R3) 163.09' (L22)=N00°24'43"W, E-6,498,309.691 163.91' (L23)=N00°24'43"W, = DIAMETER E.A.=ENCROACHMENT 327.82' (L24)=N00'18'30"W, ESTABLISHED EXT. 163.82' (L25)=N89°57'09"E, FOUND INTER.=INTERSECTION 165.32' (L26)=N00°37'10"W, IRON PIPE M.= 328.20' (L27)=N00'30'57"W, FOREST N.S.F. 164.01' (L28)=N00°06'20"W, OF ENTRY R.C.S.= 166.17' (166.26' R7) (L29)=N89°59'04"E, REFERENCE SEC.= 165.62' (L30)=N00°24'43"W, SEARCHED FOUND NOTHING U.S.F.S.=UNITED 655.65' (L31)= N00°21'37"W, 327.73' (L32)=N89°59'31 "E, 658.47' (658.47' R2) (658.54' R3) (658.37' R7) (L33)=N00°06"31 "E, 327.99' (327.81' R2) (327.96' R3) (327.81' R7) (L34)=N00°06"31 "E, 327.99' (327.82' R2) (327.96' R3) (327.82' R7) (L35)=N00°05"04"E, CALIFORNIA ZONE 6, 163.54' (L36)=N00°03"37"E, PIN 1 163.09' (L37)=N89°59'18"E, N-2,166,429.728 658.63' (658.62' R7) (L38)=N00°06"31 "E, 164.00' (163.91' R7) (L39)=N00°09"53"E, (GROUND) 163.77' DATUM INFORMATION: CORS STATIONS STATE PLANE, NAD 83, CALIFORNIA ZONE 6, (GRID EPOCH 2011) POBG PIN 1 DSSC N-2,194,311.267 N-2,166,429.728 N-2,210,771.960 E-6,356,719.574 E-6,498,293.943 E-6,421,178.698 STATE PLANE, NAD 83, CALIFORNIA ZONE 6, (GROUND) POBG PIN 1 DSSC N-2,194,312.312 N-2,166,424.147 N-2,210,776.917 E-6,356,701.677 E-6,498,309.691 E-6,421,176.119 GRID TO GROUND = DIAMETER E.A.=ENCROACHMENT GRID TO GROUND SCALED AROUND POINT #99 DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. TO OBTAIN GRID DISTANCES MUL TIPL Y THE GROUND DISTANCE BY THE COMBINATION FACTOR OF 0.99976241. 50, (GROE 0) DSSC 665��-15°4G 2g 889 N60° )6 S ?6b PROJECT >2 DBG N 7851, SITE G �L 'QO 1 42293 j 4, 328 03, �ti0 BASIS FB 4 (GRID) GROUND) RINGS PIN 1 BASIS OF BEARINGS (NOT TO SCALE) OP7 o z v c� POINT # 99 N-2,189,912.636 E-6,432,028.891 ELEV.-4381.09' u61 SW'LY COR., SEC. 4 T.6NS, R.3E., S.B.M. N-2,188,513.70 E-6,429,513.60 4k POBG MAP REFERENCES: (R)=RECORD PER CORNER RECORD 94-380, FILED 11/23/1994 WITH THE RIVERSIDE COUNTY SURVEYOR (R1)= RECORD PER CORNER RECORD 94-408, FILED 12/15/1994 WITH THE RIVERSIDE COUNTY SURVEYOR (R2)= RECORD PER CORNER RECORD 94-409, FILED 12/15/1994 WITH THE RIVERSIDE COUNTY SURVEYOR (R3)= RECORD PER RECORD OF SURVEY FILED 10/14/1927, IN BOOK 8, PAGE 41, RIVERSIDE COUNTY RECORDS. (R4)= RECORD PER RECORD OF SURVEY FILED 08/06/1982, IN BOOK 69, PAGE 11, RIVERSIDE COUNTY RECORDS. (R5)= RECORD PER RECORD OF SURVEY FILED 08/01/1985, IN BOOK 74, PAGE 09, RIVERSIDE COUNTY RECORDS. (R6)= RECORD PER RECORD OF SURVEY FILED 11/04/1986, IN BOOK 77, PAGE 20, RIVERSIDE COUNTY RECORDS. (R7)= RECORD PER RECORD OF SURVEY FILED 01/12/2006, IN BOOK 120, PAGES 76 & 77, RIVERSIDE COUNTY RECORDS. (R8)= RECORD PER RIVERSIDE COUNTY SURVEYOR'S RIGHT OF WAY MAP, 786 CC, FOR APPLE CANYON ROAD, DATED 11/1968 (R9)= RECORD PER RIVERSIDE COUNTY SURVEYOR'S FIELD BOOK 902, SURVEY 3368, PAGE 59, DATED 04/29/1960. (R10)= RECORD PER RIVERSIDE COUNTY SURVEYOR'S FIELD BOOK 984, SURVEY 3628, PAGES 1 THROUGH 4, DATED 08/07/1968. (R11)=RECORD PER GOVERNMENT PLAT ACCEPTED BY THE U.S. SURVEYOR GENERAL'S 02/07/1877. ANGLE TABLE: (AI)= DELTA= 90°40'31" M., (90°42'00" R3) (90°40'42" R8) (A2)= DELTA= 90-06'27" M., (90°28'00" R3) (90°09'09" R8) (A3)= DELTA= 90-09'22" M., (90°09'28" R1) (90°09'00" R3) (90°09'29" R7) (A4)= DELTA=89°51'31" M., (89°51'03" R1) (89°51'00" R3) (89°51'49" R7) (A5)= DELTA= 90-08'29" M., (90°08'57" R) (90°09'00" R3) (90°08'11" R7) (90°09'32" R8) (A6)= DELTA= 89'50'38" M., (89°50'32" R) (89°51'00" R3) (89°50'31" R7) (89°50'28" R8) -00°14'03" CONVERGENCE ANGLE AT POINT 99 TIES TO PROJECT CONTROL (NOT To SCALE) uu. NE'LY COR., SEC. 4 T.6NS, R.3E., S.B.M N-2,193,758.33 6, E-61434,834.29 >> N7g5�'32 J2 �4 , 328. , BASIS OF BEARINGS PIN GROUND) PIN 1 LINE TABLE: L1= N 85'26' 47"W, L2= N45°24'45"E, 73,041.89' (GROUND) 7,472.78' (GROUND) DEED REFERENCE 1: HURKEY CREEK REGIONAL PARK RIVERSIDE COUNTY REGIONAL PARK AND OPEN SPACE DISTRICT, QUITCLAIM DEED, RECORDED 10/05/1998, AS DOC. No. 1998-430282: 1� =SOUTH ONE-HALF, NORTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER. 2� = SOUTH ONE-HALF, SOUTH ONE-HALF, NORTHEAST ONE-QUARTER, NORTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER. Q=SOUTH ONE-HALF, NORTHWEST ONE-QUARTER, NORTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER. 04 = SOUTH ONE-HALF, NORTH ONE-HALF, NORTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. @=WEST ONE-HALF, NORTHEAST ONE-QUARTER, NORTHEAST ONE-QUARTER, NORTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. @=NORTHWEST ONE-HALF, (**THIS IS AN APPARENT DEED ERROR THAT SHOULD CORRECTLY READ NORTHWEST ONE-QUARTER**) NORTHEAST ONE-QUARTER, NORTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. (2)=NORTHEAST ONE-QUARTER, NORTHWEST ONE-QUARTER, NORTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. ®= SOUTH ONE-HALF, NORTHWEST ONE-QUARTER, NORTHWEST ONE-QUARTER, NORTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. 9� =SOUTH ONE-HALF, NORTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. 10 =NORTH ONE-HALF, NORTH ONE-HALF, NORTH ONE-HALF, SOUTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER. (9=SOUTH SOUTH ONE-HALF, SOUTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER, NORTHWEST ONE-QUARTER. @=SOUTH ONE-HALF, SOUTHWEST ONE-QUARTER, SOUTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER, NORTHWEST ONE-QUARTER. @=SOUTHWEST ONE-QUARTER, SOUTHEAST ONE-QUARTER, SOUTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER, NORTHWEST ONE-QUARTER. DEED REFERENCE 2: RONALD McDONALD CHARITIES RONALD McDONALD HOUSE CHARITIES OF SOUTHERN CALIFORNIA INC., GRANT DEED, RECORDED 02/17/2011, AS DOC. No. 2011-0075283: �A = SOUTH ONE-HALF, SOUTHEAST ONE-QUARTER, SOUTHEAST ONE-QUARTER, NORTHWEST ONE-QUARTER. © = NORTH ONE-HALF, NORTHEAST ONE-QUARTER, NORTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER. © = SOUTH ONE-HALF, SOUTHWEST ONE-QUARTER, SOUTHWEST ONE-QUARTER, NORTHEAST ONE-QUARTER. = NORTHWEST ONE-QUARTER, SOUTHEAST ONE-QUARTER. E = SOUTH ONE-HALF, NORTH ONE-HALF, SOUTHEAST ONE-QUARTER, SOUTHEAST ONE-QUARTER, NORTHWEST ONE-QUARTER. FO = NORTH ONE-HALF, SOUTH ONE-HALF, NORTHEAST ONE-QUARTER, NORTHEAST ONE-QUARTER, SOUTHWEST ONE-QUARTER. SURVEYOR'S NOTES: (1)= COUNTY OF RIVERSIDE, RIGHT OF WAY MAP 786 CC, SHEET 1 OF 3, HAS AN APPARENT ERROR IN DISTANCE SHOWN ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 4, T.6S., R.3E., S.B.M., THIS COURSE IS SHOWN AS N89°25'46" E, 2641.85' WHICH SHOULD CORRECTLY READ N89°25'46"E, 2644.85', THIS ERROR BECOMES APPARENT WHEN ONE CALCULATES THE CLOSURE FOR THE SOUTHWEST QUARTER OF 'SAID SECTION 4, FROM THE BEARINGS AND DISTANCES AS SHOWN ON SAID RIGHT OF WAY MAP 786 CC. (2)=EST. POSITION OF ALLIQUOT PARCELS, SHOWN HEREON PER MANUAL OF SURVEYING INSTRUCTIONS, 1973 EDITION, UTILIZING MONUMENTATION SHOWN HEREON WHICH WAS FOUND AND ACCEPTED. �ti2- U3_11 519 SHEET 2 OF 5 LEGEND 0 =FOUND MONUMENT, M-#, SEE PAGE 3 OF 5 FOR DESCRIPTION 0 -SET MONUMENT,M-#, SEE PAGE 3 OF 5 FOR DESCRIPTION ALUM.= ALUMINUM A.P.= ANGLE POINT BDRY.= BOUNDARY B.L.M.=BUREAU OF LAND MANAGEMENT CHN.= CHAINS C.L.= CENTERLINE COR.=CORNER D. = DIAMETER E.A.=ENCROACHMENT AREA EST.= ESTABLISHED EXT. = EXTENSION FD.= FOUND INTER.=INTERSECTION I.P.= IRON PIPE M.= MEASURED N.F.=NATIONAL FOREST N.S.F. = NOT SEARCHED FOR P.O.E.=POINT OF ENTRY R.C.S.= RIVERSIDE COUNTY SURVEYOR REF.= REFERENCE SEC.= SECTION S.F.N: SEARCHED FOUND NOTHING U.S.F.S.=UNITED STATES FOREST SERVICE STATEMENT OF PURPOSE: THE PURPOSE OF THIS SURVEY WAS TO LOCATE, MARK AND POST THE NORTHERLY BOUNDARY OF THE HURKEY CREEK REGIONAL PARK (DOC. No. 1998-430282) AND THE RONALD McDONALD CHARITIES PROPERTY (DOC. No. 2011-0075283), WHERE THEY ARE CONTIGUOUS TO THE SAN BERNARDINO N.F., FOR A FOREST RESTORATION PROJECT, ANY DEPICTION OF THE SOUTHERLY BOUNDS OF THE HURKEY CREEK REGIONAL PARK OR THE RONALD McDONALD CHARITIES PROPERTY IS SHOWN ONLY FOR THE READERS CONVENIENCE. GENERAL NOTES L FOR MONUMENT NOTES, SEE SHEET 2. FOR ENCROACHMENT AREA DETAILS SHEETS 4 AND 5 OF 5. 3OF5. SEE MONUMENT NOTES: M1= FOUND STANDARD 3.25" B.L.M. MAGNETIC ALUMINUM CAP IN ROCK MOUND, UP 2", AT SOUTHWEST COR. SEC. 4, T.6S., R.3E., S.B.M. STAMPED AS SHOWN, PER (R6). M2= FOUND 1.5" I.P., "OPEN", NO REF., IN SCATTERED ROCK MOUND, ACCEPTED AS POSITION 1.5" I.P. AT WEST 1/4 SEC. 4, T.6S., R.3E. S.B.M., PER (R9), REPLACED WITH A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M3= FOUND 3.25" STANDARD FOREST SERVICE MAGNETIC ALUMINUM CAP, PER (R4), IN ROCK MOUND, AT NORTHWEST COR. SEC. 4, T.6S., R.3E., S.B.M.,UP 4", STAMPED AS SHOWN. M4= FOUND 3.25" STANDARD FOREST SERVICE MAGNETIC ALUMINUM CAP, PER (R5), IN ROCK MOUND, AT NORTHEAST COR. SEC. 4, T.6S., R.3E., S.B.M. UP 4", STAMPED AS SHOWN. M5= FOUND GRANITE STONE 10"X8"X6", WITH "X" SCRIBED ATOP AND "1/4" SCRIBED ON N'LY SIDE, DIRECTLY UNDER FENCE, ACCEPTED AS SOUTH 1/4 CORNER, SEC. 4, PER (R3) AND (R6). M6= FOUND 1" I.P., TAGGED "LS 4297", ACCEPTED AS CENTER 1/4, SEC. 4, T.6S., R.3E., PER (R), (R1), (R2) AND (R7) DOWN 0.7'. M7= FOUND 1.75" I.P. WITH R.C.S. TAG, ACCEPTED AS "CENTER -EAST" 1/16 COR., SEC. 4, T.6S., R.3E., S.B.M. PER (R), (R8) AND (R10), UP 0.3'. M8= FOUND 1" I.P., TAGGED "LS 4297", PER (R), (R1) & (R7), ACCEPTED AS POSITION OF "CENTER -WEST -EAST", 1/64 COR., SEC. 4, T.6S., R.3E., S.B.M., DOWN 0.3' M9= FOUND BENT 1" I.P., "OPEN", HELD P.O.E., ACCEPTED AS POSITION OF 1 "I.P., TAGGED "LS 4297", PER (R1) & (R7), AND THE "CENTER -SOUTH -SOUTHWEST -NORTHEAST" 1/256 COR. OF SEC. 4, T.6S., R.3E., S.B.M., SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 0.4", STAMPED AS SHOWN. M10= S.F.N., SET NOTHING, EST. POSITION OF 1/4 COR. COMMON TO SEC. 4, T.6S., R.3E. AND SEC 33, T.5S., R.3E., BY INTERSECTION. M11= FOUND 1" I.P., TAGGED "LS 4297", PER (R1) & (R7), ACCEPTED AS POSITION OF THE "CENTER -SOUTH -SOUTH -NORTH" 1/256 COR., OF SEC. 4, T.6S., R.3E., DOWN 0.8'. M12= FOUND 3.25" ALUMINUM CAP, STAMPED "LS 4297", AT THE NORTHEAST COR. OF THE SOUTH HALF, OF THE NORTH HALF, OF THE SOUTHEAST QUARTER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER (R7), DOWN 2", STAMPED AS SHOWN. M13= FOUND 1" I.P., TAGGED IS 4297", PER (R1) & (R7), ACCEPTED AS POSITION OF "CENTER -SOUTH -NORTH" 1/64 COR., DOWN 0.3'. M14= FOUND 1.25" I.P., "OPEN", ACCEPTED AS POSITION OF 1.25" I.P. TAGGED "LS 4297" PER (R), AT SOUTHEAST 1/16 COR., UP 0.2'. M15= FOUND 1" I.P., TAGGED "LS 4297", PER (R1) & (R7), ACCEPTED AS POSITION OF "SOUTHEAST -NORTHWEST" 1/64 COR., DOWN 0.8'. M16= FOUND 1" I.P., TAGGED "LS 4297", PER (R7), ACCEPTED AS THE NORTHWEST COR., OF THE SOUTH HALF, OF THE NORTH HALF, OF THE SOUTHEAST QUARTER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER, SEC. 4, T.6S., R.3E., S.B.M., UP 0.2'. 6S.,R.3.E. SM4 S8 S9 1983 T6S R3E 4S51S4 LS 7340 2022 ,)'T.5S.,R.3.E. i S32S33 S5 TS4 T.6S. 1982 T.5S.,R.3. E. S33 S34 S4TS3 T.6S. 1985 ,. L. S.4580� -"T6S R3E Y 1 < S 4 • 256 C -S -SW -NE LS 7340 L. MONUMENT NOTES: (CONTINUED) M17= FOUND 1" I.P., TAGGED "LS 4297", PER (R1) & (R7), ACCEPTED AS THE POSITION OF THE "CENTER -SOUTH- SOUTHEAST -NORTHWEST" 1/256 COR., SEC. 4, T.6S., R.3E., S.B.M., UP 0.3'. M18= FOUND 1" I.P., TAGGED "LS 4297", PER (R1), (R2) & (R7), ACCEPTED AS "CENTER -EAST -WEST", 1/64 COR., DOWN 0.2'. M19= FOUND 1" I.P., TAGGED "LS 4297", PER (R2) & (R7), ACCEPTED AS THE POSITION OF THE "CENTER -NORTH- NORTHEAST -SOUTHWEST 1/256 COR., SEC. 4, T.6S., R.3E., S.B.M., DOWN 0.3'. M20= EST. POSITION OF NORTHWEST, 1-16 COR. PER MANUAL OF SURVEYING INSTRUCTIONS, SEE SURVEYOR'S NOTE 2. M21= EST. POSITION OF SOUTHWEST, 1-16 COR. PER MANUAL OF SURVEYING INSTRUCTIONS, SEE SURVEYOR'S NOTE 2. M22= EST. POSITION OF "SOUTHWEST -NORTHWEST" 1/64 COR. PER MANUAL OF SURVEYING INSTRUCTIONS, SEE SURVEYOR'S NOTE M23= EST. POSITION OF "NORTHWEST -SOUTHWEST" 1/64 COR. PER MANUAL OF SURVEYING INSTRUCTIONS, SEE SURVEYOR'S NOTE M24= S.F.N., EST. THE SOUTHEAST COR. OF THE WEST HALF, OF THE NORTHEAST QUARTER, OF THE NORTHEAST QUARTER, OF THE NORTHWEST QUARTER, OF THE SOUTHWEST QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER MANUAL OF - SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M25= S.F.N., EST. THE NORTHEAST COR. OF THE WEST HALF, OF THE NORTHEAST QUARTER, OF THE NORTHEAST QUARTER, OF THE NORTHWEST QUARTER, OF THE SOUTHWEST - QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER MANUAL OF SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M26= S.F.N., EST. THE NORTHEAST COR. OF THE SOUTHWEST QUARTER, OF THE SOUTHEAST QUARTER, OF THE SOUTHEAST QUARTER, OF THE SOUTHWEST QUARTER, OF THE NORTHWEST QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER MANUAL OF SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M27= S.F.N., EST. THE NORTHWEST COR. OF THE SOUTH HALF, OF THE SOUTHEAST QUARTER, OF THE SOUTHWEST QUARTER, OF THE SOUTHWEST QUARTER, OF THE NORTHWEST QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER MANUAL OF SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M28= S.F.N., EST. THE POSITION OF THE "CENTER -WEST -WEST - WEST" 1/256 COR., SEC. 4, T.6S., R.3E., S.B.M., PER _ MANUAL OF SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M29= S.F.N., EST. THE NORTHEAST COR. OF THE SOUTH HALF, OF THE NORTHWEST QUARTER, OF THE NORTHWEST t QUARTER, OF THE NORTHWEST QUARTER, OF THE - SOUTHWEST QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER MANUAL OF SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. M30= S.F.N., EST. THE NORTHWEST COR. OF THE SOUTH HALF, OF THE NORTHWEST QUARTER, OF THE NORTHWEST QUARTER, OF THE NORTHWEST QUARTER, OF THE - SOUTHWEST QUARTER, OF SEC. 4, T.6S., R.3E., S.B.M., PER MANUAL OF SURVEYING INSTRUCTIONS, SET A STANDARD 2.5" FLANGED ALUMINUM PIPE, 30" IN LENGTH AND 3.25" MAGNETIC ALUMINUM CAP, IN ROCK MOUND, UP 4", STAMPED AS SHOWN. 2. 2. T6S RH ``t 1 S 4- 1024 LS 7340 2022 T6S R3E �t 1 S 4 • 1024 LS 7340 2022 . LS 7340 2022 LS 7340 2022 ,�T 1 S 4 . 256 c -w -w -w LS 7340 k2 T LS 7340 2022 LS 7340 2022 �LOtiti'03�"lSlq �go \0 SHEET 3 OF 5 GENERAL NOTES L FOR STATEMENT OF PURPOSE, BASIS OF BEARINGS AND DATUM INFORMATION, LINE TABLE, ANGLE TABLE, MAP AND DEED REFERENCES, LEGEND, AND SURVEYOR'S NOTES, SEE SHEET 2 OF 5. 2. FOR ENCROACHMENT AREA DETAILS SEE SHEETS 4 AND 5 OF 5. GENERAL NOTES 1. FOR STATEMENT OF PURPOSE, BASIS OF BEARINGS AND DATUM INFORMATION, DEED REFERENCES, LEGEND, AND SURVEYOR'S NOTES, SEE SHEET 2 OF 5. 2. FOR MONUMENT NOTES SEE SHEET 3 OF 5. 3. FOR ENCROACMENT AREA DETAILS SEE SHEETS 4 AND 5 OF 5. RANDOM LINE ENCOMPASSING I ENCROACHMENTS N89°58'07"E,1 285.00' ---- ----- GRAPHIC SCALE 30 0 15 30 60 I --WEST LINE, NW 1/4, \\ i I SE 1/4, SE 1/4, NW 1/4, \ i 1 SEC. 4, T.6S., R.3E., S.B.M. \ ( IN FEET ) HURKEY CREEK NORTH LINE, SE 1/4, 1 \ 1 inch = 30 ft. REGIONAL PARK SE 1/4 SW 1/4, NORTH LINE, SW 1/4, \\ CAMPSITE 117 NW 1/4, SEC. 4, I SW 1/4, SE 1/4, NW 1/4, \ x T.6S., R.3E., S.B.M. 1 SEC. 4, T.6S., R.3E., S.B.M. \ I I FIRE PIT TYP--e I HURKEY CREEK \\ i ___�____ _ ____R_EG_IO_N_AL_P_AR_K___\ ______ ------I-------------- — — — — — — — i p I q�� -B 13 o i PICNIC TABLE TYP. CAMPSITE 130 � PARKING p P�� I c CEss�V TYP. V�. TEAREAY N �� e --FIRE PIT TYP. I CAMPSITE MARKER TYP. I \ HURKEY CREEKI \� !r REGIONAL PARK I \ �� o i HURKEY CREEK CAMPSITE 118 1 CAMPSITE \ 0 1 REGIONAL PARK �8' ® I MARKER TYP. \\ CD I CAMPSITE 116 I ---WEST LINE, SW 1/4, PARKING \ PARKING I SE 1/4, SE 1/4, NW 1/4, AREA \ I PARKING AREA I SEC. 4, T.6S., R.3E., S.B.M. \ AREA I 18' �-RANDOM LINE I C ---FIRE PIT ! HURKEY CREEK \ ENCOMPASSING i TABLE v TYP. I y REGIONAL PARK \ ENCROACHMENTS IPICNIT P i CAMPSITE 129 \\ ® I SPRINKLER HEAD— FIRE EAD-- \ I FIREPIT- ,e 9 HURKEY CREEK \ ITY 4 REGIONAL PARK ENCROACHMENT AREA 1 " \ I CAMPSITE �Z CAMPSITE 119 I G � PARKING IRE PIT TYP\ ,MARKER TYP. '9 G, I 77,836 SQ FT to AREA \ CAMPSITE I 1.79 ACRE \\ MARKER TYP. PICNIC TABLE TYP. M-26 M-27 I HOSE BIB TYP:--A 18' I \ I U.S.F.S. I SPRINKLER HEAD-\ CAMPSITE MARKER TYP. U.S.F.S\ - - - 77 1 N89°58'07"E, 386.00' 175.14' I_7� 266.19' 330.93' I N89'58'07"E, 827.33' PORTION OF DEED REFERENCE 11 I PORTION OF DEED REFERENCE 12 :j Tl N89°50'07"W, 25.00' f- 9.3 V12- Or��j�nrti\ v SHEET 4 OF 5 � PORTION OF DEED REFERENCE O -\ I 0 10.1' I w 0 I Q I � 1 GAS RISER H=2.5 i A 4 3 PORTION OF DEED---,,,,, REFERENCE O NF PROPANE TANK- CORRAL STYLEWOOD FENCE ENCROACHMENT AREA 2 I 8 6.9' 21500 SQ FT N89°50'07"W, 25.00' 0.057 ACRE RANDOM LINE ENCOMPASSING tC�ENCROACHMENTS L, C6 F.S. M-19 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 0 2.2 - w o Q I Q I I � 1 � I I- —RANDOM LINE OVERHANG ENCOMPASSING AREA —� ENCROACHMENTS I 1 I � 1 I 15.4' ' ,1 I I o i � `n 01 01 iN7 �IBUILDING w1 �w Ln P1 rn 0 of 01 1 0 z1 Q STOOP Lu 8.8' Q STAIRS D I � I 0 10.1' I w 0 I Q I � 1 GAS RISER H=2.5 i A 4 3 PORTION OF DEED---,,,,, REFERENCE O NF PROPANE TANK- CORRAL STYLEWOOD FENCE ENCROACHMENT AREA 2 I 8 6.9' 21500 SQ FT N89°50'07"W, 25.00' 0.057 ACRE RANDOM LINE ENCOMPASSING tC�ENCROACHMENTS L, C6 F.S. M-19 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. GENERAL NOTES 1. FOR STATEMENT OF PURPOSE, BASIS OF BEARINGS AND DATUM INFORMATION, DEED REFERENCES, LEGEND, AND SURVEYOR'S NOTES, SEE SHEET 2 OF 5. 2. FOR MONUMENT NOTES SEE SHEET 3 OF 5. 3. FOR ENCROACMENT AREA DETAILS SEE SHEETS 4 AND 5 OF 5. w z w ry w w w O uj Z LL. Ouj �-- 1. n -IID O w I GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. M-1:Ll U.S.F.S. m RANDOM LINE ENCROACHMENT AREA 3 ENCOMPASSING 180 SQ FT ENCROACHMENTS N89*59'27"W 10.00'_ 0.004 ACRE ( o I,_,_, GRAPHIC SCALE � LS. �''n I � r� 10 0 5 10 20 FE owl `HOSEI0 o 001 BIB 10 Co 00 CD 0 I b - ( IN FEET ) zl I z 1 inch = 10 ft. M-16 U.S.F.S. I 1 U.S.F.S. 350.21 2 9 9.8 V M-12 N89°59'27"W, 660.02' �cfj uj PORTION OF DEED REFERENCEE zi 0 I I 4 RANDOM LINE ENCOMPASSING ENCROACHMENTS N89`5929"W, 230.00' ENCROACHMENT AREA 5 581546 SQ FT 1.344 ACRE CHIMNEY STEPS 4'=W 'RAMP // 4'=W -8.2' 29.0'--i I I CABIN 12.1' I I I 10.9' o I I 0 �\P 5 o 21.6' \ DECK GF,3.5 i I o I ' PG GAS PROPANE 1 0 N89°59'29"W, 35.00' I [RAMP 4 =W OHO RISER TANK ���LINE El TRIC I Lo 1 31.7' '--ELECTRIC �P RANDOM LINE - - - - - I \\ LINE �' POWER POLE N ENCOMPASSING i ENCROACHMENTS �� 1 ELECTRIC LINE o I POWER POLE z POWER POLE I I ---ELECTRIC LINE U.S.F.S. I U.S.F.S. M-9 I N89"59'29"W, 386.50' ----- ------------ — N89°59'29"W, 666.09' 1 — — — N89°59'29" 60.00 � c PORTION OF DEED REFERENCE OC OI Cn WILL. w u� U z ry w1 wl o w 0 Lj-I OI O F- 0' I Uj OIC I� 120.00' N00°00'31 "E tiuti2-03ll s11 Co OV'�f)CAA SHEET 5 OF 5 N89'59'29"W, 90.00' _ _ _ _ _ I I I 6.0' I 27.5'1 I I I I I I HOSE BIB 3.9' 2 0.0'--I 13.0' 12FIREPIT, 12'=D � 7 12' I I RANDOM LINE —�I c 10 ENCOMPASSING 16 ENCROACHMENTS 1 I� 01 10 01 to NI 10 NJ Iz I I WI I o 1 12' I o1 I of I 0I I I >- I I 3 I 1 cn I I bbi 1 I U I U I 0 I Q 1 z I w I � I I < I � �,E I 0 1 0 U ENCROACHMENT AREA 4 i w z 22,300 SQ FT 0.512 ACRE 00 I I Ofw 35.00' N89°59'29"W ,Qv 1 19.1 I �Po�o RAMP t 1 M9 G 14.8 _,I 1 9. 6 2.'j U.S.F.S. 4'=W 10 M-11 '----PORTION 125.00' N89`59'29"W, 666.09' OF DEED REFERENCE 41.47,' G o ' C GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft.