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I I
<br /> FOUND 1-1/2 of IRON PIPE NO TAG(2) AT THE NORTH 1/4 CRDOZA I I
<br /> CORNER OF SECTION 19, T1 S, R3E, MDM.
<br /> TRACT NO,, 3760
<br /> N89'25'45"W 2645.75' ��^ 18 17 FOUND l 2" SPIKE IN MONUMENT WELL AT B
<br /> -2134.48 - - - - - - - _ Q
<br /> / 511.27' • NORTHEAST CORNER OF SECTION 19, T1 S, SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> w 19 20 R7E, MDM. ON 10-25-04 RESURVEYED UNION RANCH, UNIT N0. 6
<br /> LINE TABLE LINE TABLE CURVE TABLE SEE DETAIL A ,� N 7IV r DIR r CTI ONS �� C I 4 2-09 FOUND 3/4" IRON PIN LS 7600,
<br /> NO. BEARING LENGTH NO. BEARING LENGTH NO. RADIUS DELTA LENGTH THIS SHEET
<br /> I Q PER (8) BEING A SUBDIVISION OF A PORTION OF SECTION 19,
<br /> L1 N89'26'48"W 194.29' 7 L32 N45'33'12"E 32.26' Cl 2170.00' 00'23'15" 14.68' 1 7 p TOWNSHIP 1 SOUTH,RANGE 7 EAST,
<br /> ( ) )( ) I_ I P4 MOUNT DIABLO BASE AND MERIDIAN
<br /> L2 N20'19'00"E 16.60' (7) L33 N24'27'41"W 38.08' C2 2200.00' 07'41'10" 295.13' %'n '
<br /> ( N � I Z CITY OF MANTECA, SAN JOAQUIN COUNTY,CALIFORNIA
<br /> L3 N70-5446"W(R) 105.69 (1)(7) L34 N04-43'17"W 2.11 C3 64.00 63 49 59 71.30
<br /> L4 N71*18'01"W R 158.66',(l)(7) L35 N85'30'20"E 10 • ' " ' o �/ I O� N89'25'45"W CARLSON, BARBEE & GIBSON, INC.
<br /> ( ) .00 C4 20.00 93 52 27 32.77 r �- N
<br /> I L5 N32'54'40"E 32.18' ( )( ) L36 N04'43'17"W 3.89' C5 74.00' 45'00'00" 58.12' SEE DETAIL B rl I FOUNTS 1 7 � N CIVIL ENGINEERS SURVEYORS PLANNERS
<br /> Of I Q L6 N28'46'40"E 63.43' (1)(7) L37 N24'27'41"W 39.68' C6 558.00' 00'34'36" 5.62' THIS SHEET L10 i N SAN RAMON,CALIFORNIA
<br /> o U » , u i „ W I °O 0.19 „ ��_ i
<br /> z z L7 N74 24 50 W 106.29 (1)(7) L38 N45'3312 E 2.86 C7 20.00 85'0215 29.68' ,_ FOUND 1 2 REBAR SCALE: V= 200 AUGUST 2014
<br /> C' NO TAG, DISTURBED
<br /> Q ¢ L8 N87'57'11"W 78.53' (1)(7) L39 N81'33'04"E 241.80' C8 760.00' 05'14'04" 69.43' r z 200' 0' 100' 200' 400' 800'
<br /> ,y PARCEL � �-- ,�
<br /> o L9 N88 31 35 E 344.00 (1) L40 N81'26'41 PPE(R) 60.00' C103 531.00' 05'32'21" 51.34' z
<br /> ( ) Imo, J1PM5 wLcl
<br /> o
<br /> }- L10 N89'32'14" ' 109-06'31 E 141.97 C104 790.00' '� I125.59 DETAIL A
<br /> o I " L11 N88031'35"E 25.00' ISN I U-) NOTTO SCALE GRAPHIC SCALE
<br /> L12 N30'46'11"E(R) 5.43' SEE DETAIL C ° co PARCr L A � 00
<br /> L13 N45'33'12"E(R) 30.65' o 2 6 SURVEYS '164 �; BASIS OF BEARINGS
<br /> THIS SHEET z Flo
<br /> L14 N04'36'10"E 13.45' z FOUND 1/2" REBAR BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA
<br /> L15 N44'26'48"W(R 30.65' SEE DETAIL D I IN CONCRETE, NO TAG COORDINATE SYSTEM-83, (NAD83-1992), ZONE 3. A LINE BETWEEN CITY
<br /> L16 N44'2648"W 70.71' THIS SHEET - r DIRECTIONS
<br /> OF MANTECA MONUMENTS 223 AND 212 BEARS N89'25'00"W, AS
<br /> I NA/ TIVE DIRECTIONS CALCULATED FROM CITY OF MANTECA SECTION CORNER MONUMENTATION
<br /> L18 N85'00'51"E(R) 61.38' I c� � '�' SURVEY, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT PAGE 133,
<br /> 1 L20 / N _ - ���C SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE GROUND
<br /> L19 N89'26'48"W 162.48' r- - - - - - - - - - - - -I LLQ LLQ I oo LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99992858 TO OBTAIN
<br /> I I THIS SHEET L l � cr I z r OU��Y GRID DISTANCES.
<br /> I PUE AND STORM DRAIN I L18 Cg L39 cj
<br /> I EASEMENT PER 41 M&P 82 I C103 L40 I- „� Lo
<br /> C6 Lo �-� I DETAIL B
<br /> I L14 n C7 C4 C104 1.o CIO L11 LEGEND
<br /> L9 h NOT TO SCALE
<br /> i ( I C3 L19 ( -- - - i SEE SHEET 4 FOR LEGEND
<br /> - - - - - - - - - - - - - - - � - - - - _ I L12 • - • I SEE DETAIL F
<br /> C5 (/^� - - - - - - - - - - - - - -� -N89'26'48"W 622.2 '- - - - - 6 _SHADY PINES STREET- - - _ - -� •
<br /> I v 7 (6) -� ( ) - - - - (6) THIS SHEET
<br /> N TRACT 3759 REFERENCES
<br /> I I 30' IRRIGATION EASEMENT IN L16
<br /> t'oI I FAVOR OF SOUTH SAN N89 26 48 W(R) Q M& (1) TRACT N0. 3572 (M&P 41-44)
<br /> o I I I JOAQUIN IRRIGATION DISTRICT o 259.00(M-M)(6) N89-26'48"W(R)Coo � N (2) TRACT N0. 3423 (M&P 40-90)
<br /> C)I I PER D.N. 2011-006822 0 661.90'(M-M)(6)
<br /> zC4 E3
<br /> (3) RECORD OF SURVEY (RS 33-133)
<br /> - - / „ FOUND 1 2" REBAR a FOUND 1 2" REBAR FOUND 5/8 REBAR (4) RECORD OF SURVEY (RS 26-164)
<br /> �, NO TAG � IN CONCRETE, NO TAG � NO TAG (5) PARCEL MAP (PM 11-5)
<br /> N (6) TRACT NO. 3759 (M&P 41-82)
<br /> C) N N �_ (7) TRACT NO. 3701 (M&P 41-65)
<br /> z 4 (8) RECORD OF SURVEY (RS 37-32)
<br /> N Z
<br /> I I I Z z N88'31'35"E (9) CORNER RECORD (CR 08-101, SJCSR)
<br /> I I L13
<br /> II
<br /> _I C5 DETAIL C DETAIL D DETAIL E NOTES
<br /> -� w NOT TO SCALE NOT TO SCALE NOT TO SCALE
<br /> 1) ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> ro
<br /> o 2) SET A 3.0' WITNESS CORNER, ON LOT LINE PROJECTION FOR LOT
<br /> PORTION OF 30' RIGHT OF WAY o r CORNERS FACING A ROADWAY (NAIL AND TAG, LS. 7176, EPDXIED IN
<br /> EASEMENT IN FAVOR OF SOUTH SAN z W TRACT 3759 FOUND 5/8" REBAR CONCRETE SIDEWALK).
<br /> JOAQUIN IRRIGATION DISTRICT C5 M&� NO TAG 3) 3/4" IRON PIPE, LS 5922 PER (1)(7) AND 3/4" IRON PIPE, LS 6953
<br /> PER 1123 OR 121 AND D.N. 2012-032817 N PER (2) ALONG BOUNDARY SEARCHED FOR, NOT FOUND
<br /> 7.0 00 L15 FOUND 5 8" REBAR `r' I 4) LOTS B, C, D, AND E ARE TO BE RETAINED BY THE OWNER.
<br /> C) 0 5) LOTS F, G, AND H ARE FOR LANDSCAPING PURPOSES AND ARE
<br /> i I o LS 7176(6) 0.28 • COVERED ENTIRELY BY A PUBLIC UTILITY EASEMENT. THE LOTS
<br /> w M N88031'35"E FOUND REBAR AND CAP SHALL BE OWNED AND MAINTAINED BY A MANDATORY HOMEOWNERS'
<br /> z m LS 5922 IN MONUMENT ^ ASSOCIATION.
<br /> oZ ) WELL (LS 6953)(2)(7) N 6) LOT A IS FOR PARK/BASIN PURPOSES AND IS TO BE OWNED AND
<br /> C>
<br /> MAINTAINED BY A MANDATORY HOMEOWNERS ASSOCIATION. LOT A
<br /> UL
<br /> mai DETAIL F I ALSO CONTAINS A STORM DRAINAGE EASEMENT FOR PUBLIC USE AS
<br /> w o I '` DEDICATED ON THIS MAP.
<br /> N o z N NOT TO SCALE t ,
<br /> - I ;r) r, o I N 7) A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG ALL
<br /> ro FOUND 3/4" IRON PIPE o � z � STREETS AS SHOWN ON THIS MAP, UNLESS OTHERWISE NOTED.
<br /> C) IN WELL, LS 4876(1)(2)(7) I � I �'
<br /> SEE DETAIL G z 24 19 (1)(2) 2611.02'(M-M)(1)(7) LATHROP ROAD
<br /> • . 19 20
<br /> THIS SHEET 25130 • •
<br /> N89'25'00"W 5160.78'(M-M)(3) (5160.68)(1)(2) 30 29
<br /> Cl S, RBE, S, RTE, FOUND 3 4" IRON PIPE BASIS OF BEARINGS
<br /> L2 �� MDB&M MDB&M IN MONUMENT WELL, LS 6953(2)(7)
<br /> L1 �,3 � L8 391'79 AT SOUTH 1/4 CORNER OF ��
<br /> �4 N89'26'4 "W / FOUND 2 IRON PIPE IN MONUMENT WELL
<br /> I SECTION 19, T1 S, R7E, MDM. AT SOUTHEAST CORNER OF
<br /> 30' FOUND 3/4" IRON PIPE IN MONUMENT WELL, LS 5922(10) SECTION 19, T1 S, R7E, MDM.
<br /> (1) • - 89024'58"W 1145.71'(M-M) - (1) AT SOUTHWEST CORNER OF SECTION 19, T1 S, R7E, MDM. MANTECA CONTROL POINT #223
<br /> I ��Q! COBBLECREEK STREET • MANTECA CONTROL POINT #212 (2)(3)(7) (1)(2)(3)(7)
<br /> TRACT o r DETAIL G
<br /> NO. 3701 � TRACT NO. 3572 TRACT NO. 3123
<br /> I �'41 M&P 65 41 M&P 4 40 M&F 90 NOT TO SCALE
<br /> 1,s9�-00U SHEET 2 OF 11
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