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GRANT LINE ROAD NOTE: GRANT LINE ROAD IS SHOWN HEREON AS A 60 -FOOT WIDE ROAD TO COINCIDE WITH EXISTING MONUMENTS FOR LINCOLN HIGHWAY PER STATE HIGHWAY MAP DIVISION 3, ROUTE 5, SHEETS 1 THROUGH 5 OF 22, APPROVED NOVEMBER 29, 1921. SURVEYS OF RECORD AND PLATS ON FILE IN THE COUNTY SURVEYOR'S OFFICE INDICATE THIS PORTION OF GRANT LINE ROAD AT 80 FEET WIDE. LINCOLN HIGHWAY WAS RELINQUISHED TO SAN JOAQUIN COUNTY ON JUNE 23, 1955 PER BOOK 1762, PAGE 457, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY. SEC 5 SEC 4 SEC 8 SEC 9 - �� FOUND 1" IRON PIPE WITH TAG M LS 4792, ACCEPTED AS THE N NORTHWEST CORNER OF SECTION 9 NOTES: BASIS OF BEARINGS: " H1" THE BASIS OF BEARINGS FOR THIS MAP IS THE LINE BETWEEN STATIONS "MHI" AND BASIS OF I 4- "MH2" TAKEN AS NORTH 25'58'39" WEST 11,977.73 FEET AND IS BASED ON THE BEARINGS CALIFORNIA COORDINATE SYSTEM ZONE 3, NAD83, EPOCH DATE 2002.0 PER THE N25'58'39"W \\ s7�>> RECORD OF SURVEY FILED APRIL 14, 2004, IN BOOK 35, OF SURVEYS, AT PAGE 129, 11977.73'(6)(18)39Wftp SAN JOAQUIN COUNTY RECORDS. DISTANCES SHOWN ARE GRID VALUES. TO OBTAIN GROUND DISTANCE DIVIDE THE GRID DISTANCE BY THE COMBINED SCALE FACTOR OF 0.99993260 (CALCULATED AT STATION "MH1" PER (6)). MII2" qq SEC 4 SEC 3 N89'39'45"W 5306.85'(M -M)(2)(3)(18) JIB SEC 9 SEC 10 FOUND 5 8" REBAR WITH TAG LS 4334 W ACCEPTED AS THE NORTHEAST CORNER LIN w o N PER (1)(2)(3)(18) 1. SEE SHEET 2 FOR ADDITIONAL NOTES OF SECTION 9 PER (1)(2)(3)(18) o C U o v 2. SEE SHEET 4 FOR REFERENCES �" Z z 3. SEE SHEET 4 FOR LEGEND U o LO FOUND 1" IRON PIPE AND PLUG 4. SUBJECT TO A TEMPORARY CONSTRUCTION EASEMENT PER DN FOUND AXLE IN MONUMENT WELL z N zo w N LS 4792, ACCEPTED AS THE WEST 1/4 2007-129973, EXACT LOCATION NOT DEFINED OF RECORD. ACCEPTED AS THE EAST 1/4 CORNER N W CORNER OF SECTION 9 PER (1)(18). OF SECTION 9 PER (1)(2 (3)(18) v� DESTROYED DURING CONSTRUCTION 1�1 a O TRACT N0. H � ��(�) TRACT Ivo. N 3200 (131 � r� �, �.-� I w v -FRAC r ,INUD, a v Ln C'4TRACT NO, � I � c 94 C/T r H O� W� SEE DETAIL B- + i o� w o W c E 292-A(2) [� N ® SHEET 4Of CD �1 rn lJ MUSTANG LO o NGI FORMERLY MASCOT 2 W o �y 1=� 228 1C13- WAY ( 232 IC12 234 -�J (2� N9Q'00'00°'W---rJ o N - fJ •(3) _ \ - -- - - 229 Iro% BOULEVARD) 2-� -- = T- rr, L14 I- I SHEET 4 SEC 8 SEC 9 SEC 17 SEC 16 FOOD 3 4" IRON PIPE WITH TAG LS 4792, ACCEPTED AS THE NORTHWEST CORNER OF SECTION 16 PER (1)(2)(3)(18) DESTROYED DURING CONSTRUCTION W v � v N Lo - r6 vi V M M O Ln W W W O W O N N W O O N 0 0 TRACT 361/19(1 8) 1 FIRE PROTECT101y \ = -DISTRICT(20) - L27(N88'52'55"W 2644.40')(14) N88'52'56"W 2644.39'(M -M)(1)(2)(8)(18) _T -(SECTION CORNER TO 1/4 SECTION CORNER) _C16 °U° N85'52'44"W(R) AMNJERSVI E JOINT C15 U1\llrlrD SCHOOL DISTRICT( 19) a o 0 126 00 1 00 U I co 217 R) N86°05'08"E 891.96'(19) PARCEL E TRACT ,3649(1 8) PARCEL D TRACT 3649A( '18) FOUND 2-1 /4" BRASS DISK STAMPED STATE OF I CALIFORNIA DEPARTMENT OF WATER RESOURCES PER (4)(7)(8)(9)(18) SEC 17 SEC 16 = lk*m 0673-060 (D.D. SHEET 51 R=2585.00' -A=6'43'19" _)7 ) L=303.27' 65'130' 2_30 2 233 C•}- - • - - - � z L1 � C11 �2 �( L2 31- C2 4 L3 L4 J L6 834.00'(M -M)(2) i i 7 � v"' _ C1 1 L5._ �> TRAC r 110. z v �(N88-55'12"W 2646.81')(14) I " 3250(1 6) N88'55'13"W 2646.71' (SECTION CORNER �-55'(2) \TO 1/4 SECTION CORN ER)(1)(2)(8)(18) SEC 9 iSEC 10 674.92' 801.64'(8)(80134')(1 886.24' 958.82'(2)(8) SEC (886.29')(14) L42 (958.77')(14) SFE DETAIL D PARCEL 1 ( 141 ) LIRON PIPE WITH TAG LS 4792. SHEET 4 FOUND AXLE IN MONUMENT WELL. ACCEPTED_ WITH I ACCEPTED AS THE I AS THE NORTHEAST CORNER OF SECTION 16 PER NORTH 1/4 CORNER i (1)(2)(8)(18). DESTROYED DURING CONSTRUCTION OF SECTION 16 PER (1)(2)(8)(18) PARCEL L TRACT NO. 3848(24) SEE SHEET 5 w II t N89'41'05"E(R) o It t UNDERGROUND PIPE AND UTILITY EASEMENT IN FAVOR OF MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT PARCEL 2(94) PARCEL 3(141) SEC 15 PER DN 2000-102527, DN 2003-059673, o AND DN 2005-058468 TO BE QUITCLAIMED I Z z J BY SEPARATE INSTRUMENT o I z o �- CENTRAL(24) 1y INOT+IA PART) � � � � PARCEL 4(14) 0 1 PAR CE L 2 (3) s -' nA FOUND 1" REBAR NO TAG 7 8 14 SEE DETAIL A o PARKWAY n �� / - 2.25' NORTH & 0.15' WEST OF I I• rlii\iLWAY I 237 SHEET 4 CENTERLINE INTERSECTION p a ---------------- - -j SEE DETAIL AI IN -� N85'23'23"E -- _--"--- --- SHEET 4 (--'-__- _--- -- --- i I J I / ( 538.59'(8) - 8 = r -- ( 239-, 235 N85'18'36"E 1461.47- __---N85'23'23"E 1311.09 (CLO) _ - o ' ______._--N85'19'29'E 1311.90' -"'- N85'1188'316"TE�T200T0�.0�41(ACL)(8) rc N85'19'29"E 1247.34(CL)(8) I G�N 1 L1ivE lwlltiQ (FORMERLY LINCOLN HIGHWAY) --------' - FOUND BRASS DISK IN MONUMENT SEC 16 o __.__-.--__ WFLL, RE 9338(7)(9)(14). ACCEPTED SEC 21 '---- ------______- _ ---------------------------- ___ AS THE SOUTHEAST CORNER OF SECTION 16 LINE TABLE NO 00 LENGTH w N81 -57'59'W 379.62' 1_2 O O 325.22' Z U.� N90'00'00"E 0 1_4 N00'00'00"E 50.00' O U h N90'00'00"E W Z N j W O 15.00' '0 C M N11'27'30"E W Z O N 1506.96' Z O O F� J Z O r L13 O U 1�1 W N86'07'16"E h - L15 w � LO 250.00' W d N z q- O O� Ln fes] 217 N W O) 307.52' PER DN 2000-102527, DN 2003-059673, o AND DN 2005-058468 TO BE QUITCLAIMED I Z z J BY SEPARATE INSTRUMENT o I z o �- CENTRAL(24) 1y INOT+IA PART) � � � � PARCEL 4(14) 0 1 PAR CE L 2 (3) s -' nA FOUND 1" REBAR NO TAG 7 8 14 SEE DETAIL A o PARKWAY n �� / - 2.25' NORTH & 0.15' WEST OF I I• rlii\iLWAY I 237 SHEET 4 CENTERLINE INTERSECTION p a ---------------- - -j SEE DETAIL AI IN -� N85'23'23"E -- _--"--- --- SHEET 4 (--'-__- _--- -- --- i I J I / ( 538.59'(8) - 8 = r -- ( 239-, 235 N85'18'36"E 1461.47- __---N85'23'23"E 1311.09 (CLO) _ - o ' ______._--N85'19'29'E 1311.90' -"'- N85'1188'316"TE�T200T0�.0�41(ACL)(8) rc N85'19'29"E 1247.34(CL)(8) I G�N 1 L1ivE lwlltiQ (FORMERLY LINCOLN HIGHWAY) --------' - FOUND BRASS DISK IN MONUMENT SEC 16 o __.__-.--__ WFLL, RE 9338(7)(9)(14). ACCEPTED SEC 21 '---- ------______- _ ---------------------------- ___ AS THE SOUTHEAST CORNER OF SECTION 16 LINE TABLE NO BEARING LENGTH L1 N81 -57'59'W 379.62' 1_2 N82'32'33"E 325.22' 1_3 N90'00'00"E 539.58' 1_4 N00'00'00"E 50.00' L5 N90'00'00"E 50.00' L6 N00'00'00"E 15.00' 1_7 N11'27'30"E 170.01' L11 NO3'50'00"W 1506.96' L12 N09'26'32"E 252.26' L13 N05'22'12"W 250.00' L14 N86'07'16"E 130.03' L15 N05 2'2'12"W 250.00' L16 N09'26'32"E 252.26' 217 N87*06'41"W 307.52' (20) (2) (2) (2) (2) (2) (2) (18) (18) (18) LINE TABLE NO BEARING LENGTH L18 N08'02'01"E 215.25' L21 N81'58'80"W 5.00' L22 N08'02'01"E 236.00' L23 NO3'50'00"W 798.79' L24 NO3'50'00"W 556.42' L25 NO3'50'00"W 137.97' L26 N09'26'32"E 252.26' L27 N05'22'1 2"W 250.00' L28 N86'07'16"E 515.30' L29 N81'57'59"W 252.61' L30 N81'57'59"W 343.62' L31 N08"02'01"E 55.00' L32 N82'32'33"E 98.74' L33 N82'32'33"E 226.48' CURVE TABLE NO RADIUS DELTA LENGTH C1 2610.00' 15'29'28" 705.67' C2 2890.00' 7'27'27" 376.16' C3 1200.00' 11'27'30" 239.98' C4 2715.00' 13'16'32" 629_07' C5 3435.00' 14'48'44" 888.02' C6 4565.00' 0'11'02" 14.65' C7 4435.00' 0'08'44" 11.27' C8 3565.00' 14'48'44" 921.63' C9 2585.00' 6.33'13" 295.68' N00'29'42"E 2538.76' (M -CL) IEC 15 SEC 22 (2) (2) (2) (18) (18) (18)(21) (19)(21) (19)(21) (19) (19) 19)(20) ;20) (M -M)(18) (M --M)(18) (18) (18) (18) (2)(18) (M -M)(2) (M --M)(2) (TIE) (M -M)(2) (M -M)(2) LINE TABLE NO BEARING LENGTH L34 N90'00'00"E 644.58' L35 N85'18'36"E 318.62' L36 N00'29'42"E 397.52' L37 N89'30'18"W 317.32' L38 N00'29'42"E 426.31' L39 N00'29'42"E 43.18' L40 N00'00'00"E 120.00' L41 N11'27'30"E 159.94' L42 N88'55'13"W 55.91' A CURVE TABLE NO RADIUS DELTA LENGTH C11 2555.00' 15'29'28" 690.80' C12 2945.00' 7'27'27" 383.32' C13 2945.00' 11'54'45" 612.30' C14 2650.00' 13'16'32" 614.01' C15 3500.00' 519'16" 325.05' C16 rC17 3500.00' 1255.00' 9'29'28" 11'27'30" 579.78' 250.98' (M -M)(2) (M -M)(2) (2) (M -M)(18) (18) (18) (2) (M -M)(2) (2) (8) (8) (8) TIE)(8) (2) (2) ;TIE)(2) TRACT NO. 3850 SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA MOUNTAIN HOUSE, NEIGHBORHOOD 'D'- WEST, UNIT 3 BEING ALL OF PARCEL L OF TRACT NO. 3848, FILED IN BOOK 42 OF MAPS AND PLATS, AT PAGE r17 BEING A PORTION OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 4 EAST, MOUNT DIABLO BASE AND MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA Carlson, Barbee & Gibson, Inc. CIVIL ENGINEERS • SURVEYORS * PLANNERS SAN RAMON, CALIFORNIA SCALE: I" = 400' JANUARY 2017 400' 0' 200' :Il GRAPHIC SCALE 1600' SHEET 3 OF 19