|
r.
<br />EXISTING RES 'TEL) SECTION LINE 'W( t v0 a JrD IATFRAL RFE9S£MENT
<br />\ ACCESS (A) N897326'N(A)-. (- S9' D.N.X017 93-0023
<br />-54.87'61,1)(A)
<br />�'
<br />CENTERLINE / �� 5487'(rl/)(A),� Sf9'0•o'16'�
<br />839"50'76'E(A) s69'So'16'E 412.27'od)(\ ' 723.73'(,14)(,1)
<br />INTERIOR 114 CORNER FOUND BUCT &
<br />r✓urlER IN r Oi! ;'✓ElL TAGGED ':iJC'0 �
<br />S+C U THL A ND ROAD SURVEY LS 1239. CITY OF VANTECA j
<br />-- -CONTROL POL'IT N0. 250 (A.)
<br />S69.50'16'c 560.72'(,V)(A)- -„
<br />\ �U�Sli2
<br />RID JxJ" C.(A) - - # ## -T,'7
<br />FID 3x3`W. "1) f
<br />FND 3'x3'W.C, (A) ..
<br />7E)2 7OJ 104 1051116 1CD� 10810,9
<br />FND 3xJW.C.(A)
<br /># y 7 77 I I.N. 95015779 PARCEL A
<br />1043 \\\ 771 70 -PM -55
<br />WALCOTT sTREE� M ?
<br />EX. 3' WALL ,MAINTENANCE -
<br />EASEMENT (A)
<br />1, -FPD 5'NC.(1)
<br />15.00'(M)(A) F�--
<br />EXISTING RESTKICTEIJ - F'
<br />ACCESS PER 1677 -OR -594
<br />LOT "LP (A) -
<br />LEGEND:
<br />O
<br />SET 314" x 3O" IRON PIPE TAGGED LS 9099,
<br />LENGTH
<br />U 0. N.
<br />J
<br />SET ✓14" IRON PIPE, TAGGED LS 9099 IN
<br />°J
<br />MONUMENT WELL, U.O.N.
<br />r t
<br />6 J 23
<br />FOUND 314" IRON PIPE, TAGGED LS 9099 (A),
<br />r c
<br />59. 11'
<br />U.O.N.
<br />O
<br />FOUND J/4" IRON PIPE, TAGGED LS 9099 IN
<br />I 29.91'
<br />MONUMENT WELL (A) U.O.N.
<br />(A)
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />3.,j.C.R.
<br />SAN 10AOUIN COUNTY RECORDS
<br />OR
<br />OFFICIAL RECORDS
<br />U. 0. N.
<br />UNLESS OTHERf✓ISE NOTED
<br />,1&�P
<br />MAPS ,' PLATS
<br />(R)
<br />RADIAL
<br />Cl8
<br />CURVE DATA, SEE CURVE TABLE THIS SHEET
<br />D,Iv1,
<br />DOCUMENT NUMBER
<br />SSJID
<br />SOUTH .SAN JOAOUIN IRRIGATION DISTRICT
<br />PUE
<br />PUBLIC UTILIT✓EA`E,4ENT
<br />YF
<br />sr UAR E FEET
<br />EX
<br />EXI 5 TING
<br />S'JCO
<br />SAN JOAQUIN COUNTY
<br />W. C.
<br />WITNESS CORNER
<br />Lill.
<br />INSTRUMENT NUMBER,
<br />PM
<br />PARCEL MAP
<br />RESTRICTED ACCESS
<br />'..• - r112rJ98 97 96 95 94 713
<br />�.
<br />774 �-
<br />'1 #
<br />FNO J'W C. (A) C2
<br />92 \ 93 C-- L
<br />876' 13'28 "W(,?) -
<br />0.00' C3
<br />- * C5 C4 `# (a) S78,06,29 "w
<br />#FC6 O7 ' u ) 71.6301 (A)
<br />51 EA pUE (''
<br />c� 46.00'(bf)(i)STFjEFT
<br />�\ - 523'31 '37"E(R)
<br />� v SEE DETAIL „A" 100.46'(M)(A)
<br />0)'
<br />88
<br />j.
<br />F
<br />le
<br />NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE (VOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE ,t IAP TSM -15-93.
<br />i
<br />1 r � r • �r
<br />1 DOOK l
<br />T SAN JOFl UhJ CGJNf'✓ RECORDS AND c1JOtC G(, ✓0_UrdE
<br />J. AL r;EtEREN Ei ARE 0 2
<br />PRECEDES PAGE
<br />4. ALL LOT CORNERS .SET 5/4" X 30" IRON PIPE, 'TAGGED LS 9059 U.O.N.
<br />5. WITNESS CORNERS FRONT LOT CORTJERS, SAW CUT 'a-' IN CONCRETE AT 1.00 -FOOT
<br />DISTANCE ,E F
<br />1 FROM LOT CORNER GN LOT LINE PROJ_CTION.
<br />6. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CCINTAINS A ililTNESS CORNER ARE
<br />rROh1 LOT CORNET? 7-0 LOT CORNER.
<br />7. ALL STREET- ARE PRIVATE STREETS COVERED ENTIRELY BY 1 PUBLIC UTILITY EAS EOEVT
<br />AND SHALL BE OWNED AND MAINTAINED BY A AWANDATOP,Y HOMEOi'4✓iVE?S ASSOCIATION.
<br />8. CITY SHALL NAINTAITJ ALL SEWER, WATER, SIOR41 DRAIN LINES AND APPURTENANCES,
<br />INCLUDING REPLACEMENT OF MANHOLES AND WATER 'VALVE COVERS, FlR_ HYDRANTS,
<br />STORrtA DRAIN GRATES, SEVER AND ORM DrA/PPUMP rTATONS te1__ _
<br />LICATc�
<br />vrlTrTLJ
<br />PUBLIC UTILITY EASEd9ENTS AS SHOWN ON THIS FINAL r'.iAP.
<br />9. OWNER, HIS HEIRS EXECUTORS, ADtWINISTRATORS SUCCESSORS AND ASSIGNEES SHALL
<br />MAINTAIN ALL CURB GUTTER SIDEWALK, PAVEMENT, STREET LIGHTS, INCLUDING PAYMENT
<br />FOR ENERGY USAGE STREET SIGNS AND OTHER RELATED WORK ASSOCIATED 'r`!ITiI THIS
<br />FhVfiL MAP, INCLUDING REP' ACEMENT OF PAVEMENT, CURB, GUTTER AND SIDE LK AND
<br />OTHER RELATED WORKS WHEN THE CITY IS REQUIRED TO OPEN UP [HE STREET TO
<br />PERFORM ITS M<1/NTEN-INCE RESPONSIBILITIES.
<br />LL°
<br />W,/
<br />87
<br />86 \
<br />85 � 9. LOT 1
<br />-r5\)
<br />84
<br />83
<br />h: \j1J-1323:liudu�vbrook\dwg\subdivisicn\neighbORhoud 1 - phase 2\j13-1323 nl-ph2-sht 3-bndy 41-0/2019 7:413 Ado
<br />32
<br />81
<br />'7�1 q 'tip 80; a S"' 7.02'29
<br />1.0T 18 (71)
<br />U )°yl l
<br />IPA 0,
<br />00
<br />LOT 17 rA)
<br />1? 140 200
<br />STALE: 1' = 104'
<br />LOT 17 r70
<br />/
<br />`-�' ✓ # 1 49.30 (Li)(A) I
<br />S54'17 44 E �
<br />v `\° 7i
<br /># 5.53'20'U6'E
<br />7717 b.
<br />LOT zJ L=])
<br />LOT 12 rlU
<br />LC) -j- 115 r ;)
<br />OEM
<br />TR
<br />!" 3984 #+
<br />OF SAN JOA(-�?UIPI COUNTY
<br />SHAD
<br />�; - .1 19
<br />ar A
<br />BEING LOTS 3 & ,e AS SHOWN N ON 7 -1 -IE MAF
<br />ENTITLED S1-fADOWB OOK, UP41T NO. 1 RECORDED IN
<br />BOOK 43 OF MAPS & PLATS, FACE 30,
<br />SAN JOA LiIN COUNTY' RECORDS LYING IN A
<br />PORTION OF THE SOUTH HALF= OF
<br />SECTION 28, TOWNS141P 1 SOUTH, RANGE 7 .EAST,
<br />MOUNT DIABLO MERIDIAN
<br />CITY OF MANTE A, SAN jOAO UIN COUNTY,
<br />JUL Y, 2018
<br />,,;*,RTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, �11111odesto, Cit 95354
<br />(209) 5.24-352.5
<br />1
<br />00
<br />J�)
<br />93""x,, -3.00
<br />?3.00
<br />C5 � C'.
<br />'
<br />�- Lol ,pIJE CA)
<br />ll,
<br />-2L
<br />ril,---
<br />#
<br />FND 3'
<br />77 a i#
<br />P17B`06 '
<br />jq
<br />DE TA I/- r> ,pg ss
<br />SCALE.•
<br />S z5'44 2s"W1-
<br />F . 79.7T(,'d)(A)
<br />F •69 * r � T--I_
<br />�a ( 17sl 116 I 1 1 1 1 1 1 1 1
<br />1 177 1 I I
<br />U,36'12 W(, G" y �� / 178 1 779 1 160 1 161 1 182 1 183 1 184 1 185 1 986 1 187
<br />l�<.....� ``\ , �\LD(rllLj,`<�\ a ft� � DRIVE LOT 'f<" D ��A�f
<br />( # J.00'(M)(4) h I 1J () 1K)1g0OD '
<br />Oj
<br />74uj
<br />73197 I f)
<br />EX. 8' WILL MAINTENANCE--' FND3''✓.C.(P7) s�2 77 71 �' -4
<br />EASEMENT (A) ti14 1 196 1195 1994 1 193 1 192 1 191
<br />w
<br />v� 6
<br />FVD 3'/C.(A) 69 # q 198 1 199 1200 1 201 1202 1 203
<br />-C/2 1 c"n, so'ssa�CRaiN 1 1 20,1 1
<br />1 �Ell IsEMENT Li.N. 2017iOJ4022 1 I
<br />\ -
<br />EXISTING RESTRICTED
<br />ACCESS PER 1664-0R-404 \ L o _
<br />v vv LE" LOT 'D, IA)f E- x PuE (A) 3'T EE7-
<br />66
<br />� \ 59
<br />(B) 64 58 - -
<br />G3
<br />LoT ":' (,A)
<br />E7 pUE
<br />CURVE
<br />DELTA
<br />iLID1U5
<br />LENGTH
<br />Cl
<br />38'25'43_
<br />O�
<br />°J
<br />1? 140 200
<br />STALE: 1' = 104'
<br />LOT 17 r70
<br />/
<br />`-�' ✓ # 1 49.30 (Li)(A) I
<br />S54'17 44 E �
<br />v `\° 7i
<br /># 5.53'20'U6'E
<br />7717 b.
<br />LOT zJ L=])
<br />LOT 12 rlU
<br />LC) -j- 115 r ;)
<br />OEM
<br />TR
<br />!" 3984 #+
<br />OF SAN JOA(-�?UIPI COUNTY
<br />SHAD
<br />�; - .1 19
<br />ar A
<br />BEING LOTS 3 & ,e AS SHOWN N ON 7 -1 -IE MAF
<br />ENTITLED S1-fADOWB OOK, UP41T NO. 1 RECORDED IN
<br />BOOK 43 OF MAPS & PLATS, FACE 30,
<br />SAN JOA LiIN COUNTY' RECORDS LYING IN A
<br />PORTION OF THE SOUTH HALF= OF
<br />SECTION 28, TOWNS141P 1 SOUTH, RANGE 7 .EAST,
<br />MOUNT DIABLO MERIDIAN
<br />CITY OF MANTE A, SAN jOAO UIN COUNTY,
<br />JUL Y, 2018
<br />,,;*,RTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, �11111odesto, Cit 95354
<br />(209) 5.24-352.5
<br />1
<br />00
<br />J�)
<br />93""x,, -3.00
<br />?3.00
<br />C5 � C'.
<br />'
<br />�- Lol ,pIJE CA)
<br />ll,
<br />-2L
<br />ril,---
<br />#
<br />FND 3'
<br />77 a i#
<br />P17B`06 '
<br />jq
<br />DE TA I/- r> ,pg ss
<br />SCALE.•
<br />S z5'44 2s"W1-
<br />F . 79.7T(,'d)(A)
<br />F •69 * r � T--I_
<br />�a ( 17sl 116 I 1 1 1 1 1 1 1 1
<br />1 177 1 I I
<br />U,36'12 W(, G" y �� / 178 1 779 1 160 1 161 1 182 1 183 1 184 1 185 1 986 1 187
<br />l�<.....� ``\ , �\LD(rllLj,`<�\ a ft� � DRIVE LOT 'f<" D ��A�f
<br />( # J.00'(M)(4) h I 1J () 1K)1g0OD '
<br />Oj
<br />74uj
<br />73197 I f)
<br />EX. 8' WILL MAINTENANCE--' FND3''✓.C.(P7) s�2 77 71 �' -4
<br />EASEMENT (A) ti14 1 196 1195 1994 1 193 1 192 1 191
<br />w
<br />v� 6
<br />FVD 3'/C.(A) 69 # q 198 1 199 1200 1 201 1202 1 203
<br />-C/2 1 c"n, so'ssa�CRaiN 1 1 20,1 1
<br />1 �Ell IsEMENT Li.N. 2017iOJ4022 1 I
<br />\ -
<br />EXISTING RESTRICTED
<br />ACCESS PER 1664-0R-404 \ L o _
<br />v vv LE" LOT 'D, IA)f E- x PuE (A) 3'T EE7-
<br />66
<br />� \ 59
<br />(B) 64 58 - -
<br />G3
<br />LoT ":' (,A)
<br />E7 pUE
<br />CURVE
<br />DELTA
<br />iLID1U5
<br />LENGTH
<br />Cl
<br />38'25'43_
<br />20.00'
<br />,10.87'
<br />G_
<br />r t
<br />6 J 23
<br />r
<br />S,.J.�U
<br />r c
<br />59. 11'
<br />CJ
<br />/3J PO F •., - _7
<br />20.00'(
<br />I 29.91'
<br />L,P
<br />F': ��
<br />3t, 0> >3
<br />20.00'
<br />-
<br />30.70"'
<br />C5
<br />C6
<br />1'5425"
<br />1 76.5700'
<br />273.00'
<br />20.00'
<br />9.03'
<br />26.86'
<br />C7
<br />1 5'12'20"
<br />227.00'
<br />20.62'
<br />945149"
<br />20.00'
<br />53.11 '
<br />HCS
<br />C9_
<br />CIO
<br />C11
<br />15 33'51 '_1
<br />16 14128"
<br />SP42'19"
<br />775.00'
<br />778.00'
<br />2
<br />_O.UJ
<br />21 0.54'
<br />227.32'
<br />30.61'
<br />r C12
<br />10°2.320"
<br />b'U.00'
<br />Fl0.3W
<br />OF 5
<br />
|