|
NOTES:
<br />1. ALL LOT CORNERS: SET 3/4" I.D. X 30" I.P. TAGGED L.S. 8159
<br />UNLESS OTHERWISE NOTED.
<br />2. WITNESS CORNERS: FRONT LOT CORNERS, SET 3/4' I.D. x 30"
<br />LONG I.P. TAGGED L.S. 8159 ON LOT LINE AT Oa -FOOT
<br />DISTANCE FROM LOT CORNER. REAR CORNERS: SET 3/4" I.D.
<br />x 30" LONG I.P. TAGGED L.S. 8159 ON LOT LINE AT OFFSET
<br />INDICATED.
<br />3. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT
<br />CONTAIN A WITNESS CORNER ARE FROM LOT CORNER TO
<br />LOT CORNER.
<br />4. REFER TO CITY OF LODI TENTATIVE MAP NO. 2014-07S
<br />5. PROJECT CONTAINS 51 RESIDENTIAL LOTS AND 1 PARCEL FOR
<br />FUTURE DEVELOPMENT ON 23.24 ACRES GROSS.
<br />P�
<br />\3
<br />\ fQ:� J X46
<br />s_\so t
<br />i
<br />D.N. 2016-067 9-�'
<br />C
<br />N51°4fH E(R) -'--
<br />109
<br />6. REQUIREMENTS OF THE LODI MUNICIPAL CODE FOR THE
<br />DEDICATION OF RIGHTS -OF -WAX, EASEMENTS,
<br />ABANDONMENT OF UNDERGROUND TANKS AND( WELLS,
<br />PAYMENT OF FEES AND INSTALLATION OF OFF-SITE STREET
<br />IMPROVEMENTS AND UTILITIES HAVE NOT BEEN MET AT THIS
<br />TIME AND MUST BE MET PROP, TO DEVELOPMENT OR
<br />ISSUANCE OF A BUILDING PERMIT.
<br />7. THE P.U.E. DEDICATION TO THE CITY, OWNERS OF PUBLIC
<br />UTILITIES, AND OWNERS OF CABLE TV FRANCHISES THE
<br />RIGHT TO ACCESS, CONSTRUCT, MAINTAIN, INSPECT, REPAIR,
<br />REPLACE, REMOVE, AND OPERATE THEIR FACILITIES IN THE
<br />P.U.E.'S NO BUILDINGS OR STRUCTURES SHALL BE
<br />CONSTRUCTED NOR SHALL ANYTHING BE PLANTED WITHIN
<br />THE EASEMENT WHICH WOULD INTERFERE WITH THE USE OR
<br />OPERATION OF PUBLIC UTILITIES IN THE EASEMENT.
<br />8. ALL REFERENCES TO SAN JOAQUIN COUNTY RECORDS AND
<br />BOOK OR VOLUME PRECEDES PAGE.
<br />LEGEND:
<br />! FOUND 3/4" LP TAGGED L.S. 8159 PER (B),
<br />UNLESS OTHERWISE NOTED.
<br />�e FOUND 3/4" REBAR WITH CAP STAMPED
<br />"LS. 6630" IN MONUMENT WELL, PER (B),
<br />UNLESS OTHERWISE NOTED.
<br />G SET 3/4" I.D. X 30" LONG IRON
<br />PIPE TAGGED L.S. 8159.
<br />@ SET3/4" I.D. X 30 LONG IRON PIPE IN
<br />1N MONUMENT VVELL. TAGGED L.S. 8159.
<br />W.C. WITNESS CORNER
<br />D.N. DOCUMENT NUMBER, S.J.C.R.
<br />FD FOUND
<br />EX. EXISTING
<br />I.N. INSTRUMENT NUMBER, S.J.C.R.
<br />I.P. IRON PIPE
<br />I.D. INSIDE DIAMIEI"ER
<br />48 49 I 50 I 51 AI 52 53
<br />N87'50'00"E
<br />192.2A[vI)(A)(B)
<br />I
<br />112 1 1-1 f i21
<br />. f. \`_;,
<br />etl\
<br />n
<br />Rl
<br />108
<br />54 55 5 57 153
<br />- ----- I �h•BF LLA
<br />8 ` I 82
<br />N61`00'59"E(R)
<br />50.00'(M)(A)(6)
<br />SF
<br />DENOTES SQUARE FEET
<br />{M9)
<br />MEASURED DISTANCE. ,ALL DISTANCES ARE
<br />Cl
<br />MEASURED UNLESS NOTED OTHERWISE.
<br />(R)
<br />RADIAL BEARING
<br />P.U.E
<br />PUBLIC UTILITY EASEMENT
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />4A&P-
<br />;AAPS AND PLATS, BOOK, PAGE, S.J.C.R.
<br />-PMt-
<br />PARCEL. MAPS, BOOK, PAGE, S.J.C.R.
<br />THE BEARING OF NORTH 87'39'57" EAST BETWEEN FOUND MONUMENTS, BEING
<br />THE SOUTHERLY (_INE OF LOTS 73 THRU LOT 83 AS SHOWN ON A SUBDIVISION
<br />MAP FILED IN BOOK 42 OF MAPS & PLATS, AT PAGE 49, SAN JOAQUIN COUNTY
<br />RECORDS. ALL DISTANCES .ARE GROUND LEVEL DISTANCES AND ,ARE BASED ON
<br />THE CALIFORNIA COORDINATE SYSTEM NAD83, ZONE 3 (2007.00). ROTATE
<br />BEARINGS CLOCKWISE 00'37'47" TO OBTAIN BEARINGS RELATIVE TO THE CITY OF
<br />LODI G.P.S. CONTROL NETWORK PER BOOK 37 OF SURVEYS, PAGE 50, SAN
<br />JOAQUIN COUNTY RECORDS. ALL DISTANCES ARE GROUND LEVEL DISTANCES
<br />AND MUST BE MULTIPLIED BY 0.99994994 TO OBTAIN GRID DISTANCES.
<br />81 � 8v 1 79
<br />59 1 60
<br />78 '77
<br />NB7'39'57E 576.60'(N%A)(B)
<br />BASIS OF BEARINGS
<br />TRACT *.
<br />SUBDIVISIONS JOAOUIN COUNTY
<br />• , . RANCH, #'
<br />BEING A RE-SUBDIVISIONRE-SUBDIVISION OF PARCELS 2 AND 3 AS SHOWN ON
<br />PARCEL MAP, FILED FOR RECORD IN BOOK 26 OF PARCEL MAPS,
<br />PAGE QRECORDS,
<br />HALF OF i
<br />MOUNTDIABLO BASE AND MERIDIAN,
<br />CITY OF iCOUNTY,
<br />APRIL,A80
<br />6162 64 65- 66
<br />---- --- DRIVE
<br />76 1 _/15 1 74 � 73
<br />/2
<br />26.41'(141)(A)(B)-
<br />N66'38'42''W
<br />67
<br />68
<br />71
<br />/70
<br />REFERENCES:
<br />(A) 26 -PM -25, S.A.C.R.
<br />(B) 42-M&P-49, S.J.C.R.
<br />sso
<br />C 25 -PM -86, S.J.C.R.
<br />6 9,����
<br />/ X4.0\
<br />t
<br />u0 a�\Pl
<br />�21N IDE STREET EASEMENT
<br />PER D.N. 2017-007595
<br />� N56°4b'y3F('kj C� \
<br />uU
<br />8%- - 1 /
<br />1 I�1 -io'P.u.E.PER 50.60 (M)(A)(B)- �6 �Fbs1�
<br />117 } � �7� � � D.rd.2oie-ossa= N47`20'34"=N 4✓ I II
<br />107 1 36 > CURVE TALE j
<br />CURVEI
<br />RADIUS
<br />I LENGTH
<br />DELTA
<br />Cl
<br />975.00'
<br />14.79'
<br />t�
<br />R9106
<br />L3
<br />N74'384" E
<br />04`3930
<br />-205.00'16.67
<br />73
<br />Gly,
<br />61.76'
<br />02'3521
<br />C4
<br />34500
<br />195.42
<br />32'27'14
<br />�C5
<br />745.0U
<br />130.94'
<br />31'42'37"
<br />C6
<br />345.00'
<br />1119
<br />1`x,
<br />00'44'37"-
<br />I" C7
<br />,SLR ..
<br />_4.48
<br />733628'
<br />'
<br />.
<br />_71.08
<br />_ 10".2'_
<br />13 AC E S
<br />I" C_9
<br />90.00
<br />6_o
<br />60.00
<br />-
<br />0 18 4n
<br />110'4 3'07'
<br />��-C.10
<br />X11
<br />26 -PM -25
<br />16.20'
<br />553 011,F
<br />9' t '1
<br />J
<br />0741
<br />1
<br />(FUTURE DEVELOPMENT)
<br />L C13
<br />- 2619?^aR,01
<br />//
<br />03`26')51'
<br />121
<br />- FD G P S CONTROL
<br />/ Q �`
<br />i 1 711
<br />CURVEI
<br />RADIUS
<br />I LENGTH
<br />DELTA
<br />Cl
<br />975.00'
<br />14.79'
<br />00'52'09"
<br />C2
<br />L3
<br />N74'384" E
<br />04`3930
<br />-205.00'16.67
<br />73
<br />255.00'_11.52
<br />61.76'
<br />02'3521
<br />C4
<br />34500
<br />195.42
<br />32'27'14
<br />�C5
<br />745.0U
<br />130.94'
<br />31'42'37"
<br />C6
<br />345.00'
<br />53.01'
<br />00'44'37"-
<br />I" C7
<br />6000
<br />_4.48
<br />733628'
<br />r C8 -
<br />90 60
<br />_71.08
<br />_ 10".2'_
<br />10 18 46'
<br />-10'18'46"-
<br />I" C_9
<br />90.00
<br />6_o
<br />60.00
<br />16 20'
<br />115.94
<br />0 18 4n
<br />110'4 3'07'
<br />��-C.10
<br />X11
<br />90.00'
<br />16.20'
<br />10'18'46"
<br />I C12
<br />775.00'
<br />487.83'
<br />36TT54'
<br />L C13
<br />825.00'
<br />49.46'
<br />03`26')51'
<br />MONUMENT #T1890, /'� O� `tib 1 �> 1 ! JG '
<br />2" BRASS DISK /' ` '� _ _ -� ( -I '� FOR BEARINGS SEE SHEET 3 LINE TABLE
<br />STAMPED LS 22.;9 SJCG" /
<br />IN MONUMENT WELL /' C ------
<br />-� 22 �--- I - 1 1 AND DISTANCES
<br />a PER 37 -RS -5093 10 2
<br />31
<br />I
<br />-
<br />z� 12394
<br />oi
<br />SCALE: 1" = 80'
<br />124 12 9 1I
<br />j0 1 1v
<br />LINE
<br />BEARING
<br />LENGTH'
<br />L1
<br />N61'2727 E
<br />60.00'
<br />L2
<br />N71°0054'E
<br />25.03'
<br />L3
<br />N74'384" E
<br />61.76'
<br />L4
<br />N79 481� E
<br />61.76'
<br />L5
<br />N84'56 -55 "E
<br />61.22'
<br />L6
<br />N11`15'24VV
<br />61.10'
<br />L7
<br />N15'3309" 1
<br />56.19'
<br />L8
<br />N12'1941'IV
<br />53.01'
<br />(M)(A)(B)
<br />�(fM)(A)
<br />I
<br />j
<br />(M)(A)(B)
<br />1
<br />(Mt)(F1)
<br />I
<br />(I 1)(A)
<br />.
<br />ij
<br />u:
<br />(M;(a)
<br />i
<br />�
<br />(MV)U
<br />ac
<br />I <
<br />(M)(A)
<br />CL
<br />� I
<br />Lu
<br />ro
<br />(M)(A)(B)
<br />(M)(A)(B) N i
<br />(M)(A)(B) 1
<br />(M)(A)(B) j
<br />(M)GA)(e) 1
<br />{� (M)(A)(B)
<br />fv
<br />�' 1
<br />a
<br />I
<br />! 7 }1.J N� _-- _- I -r 1 28 r II
<br />zm 1 96 99 I I _J I
<br />.S. CONTROL P1CtrUM 4T #X1890, ;� O ( L {, - 126 12 % I _ _ �(�)
<br />2-112 BRASS DISK STA`,1PED G ,., ti 1._1 1
<br />365' _
<br />rD G'PCiTY OF LODI GPS SURVEY 508'04'18"VV j �fi r 1 1 I 1 1 42.5' WIDE P U.E. PER N87"48'20"E--
<br />3
<br />MONUMENT LS 6953 X1890" 42.32'(M)(A)---'I t j, ( 'I A, - % D.N. 2008-196`50
<br />IN MONUMIENT'WELL PER 37 -RS -50 0
<br />G STl"21'11„IA { F\Ur�l 1 E N87°39'57„E 38.02'(t�)(A) - - - - - - - - - - - - - -. - - - - 42.32'(M)(A)
<br />gO32QC-- - - LODI
<br />S82'01'17"E-- l -- CITY LIMITS LINE
<br />EXISTING P.U.E. ;�r�('�CEL 4 CITY OF
<br />PER D.N. 2008-196351 -_� �- - - - - - -- - -' - --- - ,-- - --_ - ---� - --
<br />-- FD 3/4" IRON ROD
<br />CITYLIMI"iSLINE j _- - - --- -i�IV! JQ�i�L����! ViJY��
<br />FD'J4" IRON ROD r` NO TAG, UN -LINE 5�
<br />! - --- - - /// c c, PER (C) p1�p
<br />- pBa FD 3/4" IRON ROD p6g, NO TAG, UN -LINE 5 2pA2'
<br />I Zpp9�'1 NO TAG, ON-LINE N 2p"Y3 PEP. (1
<br />D.N. 2011-117371 Off. [V IRON ROD TAGGED
<br />L.S. 2273, PER (c)) SHEET' 2 OF 3 SHEETS
<br />2073V73-093 Reynolds Ranch\dw9ArnappirgA(mVUnit No. 2V13-093 FM2-2.drig
<br />
|