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CURVE TABLE
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />Cl
<br />20.00'
<br />31.42'
<br />90'00'00"
<br />C2
<br />20.00
<br />31.42
<br />90° 00 0 J"
<br />C3
<br />570.00'
<br />242.84'
<br />24024'37"
<br />C4
<br />20.00'
<br />30.92'
<br />88'35'35'
<br />C5
<br />1475.00'
<br />260.60'
<br />10'07'22"
<br />C6
<br />20.00'
<br />30.78'
<br />88009'53"
<br />C7
<br />1385.00'
<br />152.61'
<br />06"18'48"
<br />C8
<br />20.00'
<br />30.89'
<br />88'28'58"
<br />C9
<br />20.00'
<br />30.67'
<br />87°51'54"
<br />31.16'
<br />----
<br />89°16'42"
<br />C'10
<br />1385.00'
<br />164.40'
<br />06'48'04"
<br />Cll
<br />20.00'
<br />36.20'
<br />103°41'53"
<br />C12
<br />1 1525.001,
<br />19.38'
<br />00043'42"
<br />(M)(A)
<br />(M)(A)
<br />(M)(A)
<br />(M)(A)
<br />;M)(A)(C)
<br />(M)(A)
<br />(C)
<br />�M)(A)(C)
<br />;M)(A)(C)
<br />;M)(A)(C)
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />C13
<br />20.00'
<br />28.00'
<br />80012'01""
<br />C14
<br />1475.00'
<br />90.29'
<br />03'3025'
<br />C15
<br />I 898.00H
<br />867.67'
<br />55'21'37'-
<br />-
<br />C88�
<br />630.00'
<br />+0.97'
<br />00"0`0'17"
<br />0174
<br />1525.00'
<br />0.49'
<br />00°01'07
<br />0
<br />G
<br />e � •
<br />391
<br />5
<br />392 s
<br />/ 4J� 393
<br />a
<br />394
<br />�A14p \ 395
<br />396
<br />511
<br />397
<br />:398
<br />399 QQ 502
<br />400 503
<br />401
<br />402
<br />403
<br />404
<br />w
<br />+
<br />405
<br />co
<br />0 406
<br />Z+
<br />,-FD 3/4" I.P. TAGGED
<br />L.S. 8159 PER (C)
<br />501
<br />(M)(A)(C)
<br />(M)(A)(C)
<br />(M)(C)
<br />(M)(A)
<br />(M)(A)
<br />e
<br />t
<br />510
<br />No
<br />385
<br />k 44 ANN
<br />\ 386 •
<br />eel,1� 387
<br />P
<br />\ 388
<br />\ 389
<br />390 \ 1`
<br />475
<br />476
<br />482
<br />R 483
<br />• 513
<br />512 + °
<br />484
<br />o`
<br />485
<br />509
<br />505' 506
<br />500
<br />508
<br />507
<br />s■®a■s■r
<br />499 1 498 I 497 1496 1 495 1 494 i 493 1492
<br />Kolat14id1-14 7
<br />{AVENUE
<br />•
<br />486 { W
<br />i >
<br />I �
<br />487 1
<br />488
<br />U3
<br />cc
<br />489
<br />490
<br />491
<br />407 1 408 1 409 1 410 1 411 1 412 ° 413 1 414 1 415 1 416
<br />,, SFN, SEE NOTE &.
<br />r� • e�, mss°
<br />474 �q F
<br />Z473 4p
<br />472
<br />477 � 471
<br />417
<br />470
<br />4796 �A 469
<br />Cg
<br />� � 468
<br />x 4
<br />481 67
<br />SHIRLEY
<br />■
<br />422 423
<br />421 ��/ 424
<br />c 425
<br />419 ( 426
<br />418
<br />427
<br />428
<br />NOTES:
<br />1. ALL LOT CORNERS: SET 3/4" I.D. X 24" i-ONG I.P. TAGGED L.S. 8159 UNLESS
<br />OTHERWISE NOTED. FRONT CORNERS REFERENCED WITH SAW CUT'- IN
<br />CONCRETE AT 4.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE
<br />PROJECTION.
<br />J
<br />2. WITNESS CORNERS:S.,: FRONT LOT CORNERS, SET 3!4 I.D. X 24 I.P. TAGGED
<br />L.S. 8159 ON LOT LINE AT OFFSET INDICATED. REAR CORNERS: SET 3/4"
<br />I.D. X 24 LONG I.P. TAGGED L.S. 8159 ON LOT LINE AT OFFSET INDICATED.
<br />3. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br />WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br />4. REFER TO CITY OF MANTECA TENTATIVE MAP NO. SDV 13-75-04.
<br />5. PROJECT CONTAINS 129 RESIDENTIAL LOTS CONTAINING 15.58 ACRES
<br />AND STREET RIGHTS-OF-WAY CONTAINING 4.72 ACRES ON 20.30 ACRES
<br />GROSS.
<br />6. MONUMENT SET PER (A) WAS DESTROYED DURING ROAD CONSTRUCTION
<br />OF CONNECTION TO ATHERTON DRIVE AND IS DEEMED NO LONGER
<br />NECESSARY TO RETRACE THE BOUNDARY OF THIS PROJECT.
<br />REFERENCES:
<br />(A) 43-M&P-113, S.J.C.R.
<br />(B) 37-M&P-48, S.J.C.R. I
<br />(C) 42-M&P-63, S.J.C.R.
<br />,
<br />I
<br />30' S.S.J.I.D. EASEMENT -----I
<br />PER D.N. 2019-074497
<br />VENUE!
<br />`- N01°1T20"W
<br />AI]�LcJH�`� 14' M A
<br />Lk U01
<br />TRACT NO. 3887
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />SUNDANCE, UNIT NO.5
<br />BEING RE -SUBDIVISION OF A PORTION OF LOT 4 AS SHOWN
<br />ON SUNDANCE, UNIT NO. 1, FILED FOR RECORD IN BOOK 42
<br />OF MAPS & PLATS, PAGE 63, SAN JOAQUIN COUNTY
<br />RECORDS, LYING IN THE NORTH HALF OF SECTION 7,
<br />'TOWNSHIP 2 SOUTH, RANGE 7 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SEPTEMBER, 2019 SCALE: 1'°=80'
<br />m aw MCR ENGINEERING, INC.
<br />91 1242 DUPONT COURT
<br />MANTECA, CA 95336
<br />ENGINEERING TEL (209)239-6229
<br />533CENJIGMAMM FAX : ( 209 } 239 - 8839
<br />LEGEND:
<br />i
<br />I
<br />• FOUND 3/4" I.P. TAGGED L.S. 8159 PER (A) UNLESS
<br />302 NOTED OTHERWISE
<br />i
<br />X FOUND 3/4" I.P. TAGGED L.S. 8159 PER (B) UNLESS
<br />NOTED OTHERWISE
<br />301
<br />of FOUND 3/4" I.P. TAGGED L.S. 8159 IN MONUMENT
<br />WELL PER (A), UNLESS NOTED OTHERWISE
<br />-- - O SET 3/4" I.D. X24" LONG I.P. TAGGED L.S. 8159
<br />QSET 3/4" I.D. X 24" LONG I.P. TAGGED L.S. 8159 IN
<br />300 MONUMENT WELL
<br />,
<br />09°55'01°'tR1 C5 076. ®acg i --- U"J. C. WITNESS CORNER
<br />N
<br />SFN SEARCH FOUND NOTHING
<br />� 299 FD FOUND
<br />•_, N78°3 ' 464 I 465 C 466 ' 00
<br />461 462 463 - -- EX. EXISTING
<br />I.P. IRON PIPE
<br />460;o) 298
<br />I.D. INSIDE DIAMETER
<br />����<V �J (ui) MEASURED DISTANCE. ALL DISTANCES ARE
<br />? s/ MEASURED UNLESS NOTED OTHERWISE.
<br />453 ' ' O� Q
<br />457 456 455 454 2�16'_WtR1't.- 4 �� ;CSO (R) RADIAL BEARING
<br />1 459 1 458 `
<br />--�" �� I1 _!{G`_ P.U.E. PUBLIC UTILITY EASEMENT
<br />1 ��,__ �� '� '� ' S.S.J.1.D. SOUTH SAN JOAQUIN IRRIGATION DISTRICT
<br />cc 50 .1010' }} 296 S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />AVENUE ° 4z' t
<br />F- S79 02' s 0 C9
<br />(!? c'3 ✓ 4 "!, � .-- CR CORNER RECORD, S.J.C....R.
<br />0174 �+
<br />I� I � i - J W(} �✓ 11 29 J -OR- OFFICIAL RECORD, BOOK, PAGE, S.J.CS.R.
<br />450 S g13106'31 }' -M&P- MAPS AND PLATS, BOOK, PAGE, SA.C.R.
<br />446 447 I 448 449 451 ° _ 452 ' '� -RS- RECORD OF SURVEYS, BOOK, PAGE, S.J.C.R.
<br />~\✓ mac\ �` 294 -PM- PARCEL MAPS, BOOK, PAGE, S.J.C.R.
<br />I.N. INS TRUMENT NUMBER, S.J.C.R.
<br />439 438 `.\ '�\ G D.N. DOCUMENT NUMBER, S.J.C.R.
<br />{ 44Q ' ` \2J J SF DENOTES SQUARE FEET
<br />ILc 445 444 443 442 441 519'54'35"E(R)\
<br />cr --- ��
<br />( I \� „ � RESTRICTED ACCESS
<br />n,
<br />� I______U.-------R' W.E. WALL -EASEMENT
<br />50.00'(M)(A)- - / '
<br />TANAGER AVENUE ° ) C,
<br />583 47'18'°V�e(R,
<br />BASIS OF BEARINGS:
<br />THE BEARING OF NORTH 00'01'49" EAST
<br />012 BETWEEN FOUND MONUMENTS, BEING THE
<br />N83 03'37' 292 WEST LINE OF LOT 4 AS SHOWN ON THE
<br />429 430 431 432 433 434 435 0 1~+ i ' J' SUBDIVISION MAP FILED IN BOOK 42 OF MAPS
<br />N16' 44'23'4ti() AND PLATS, AT PAGE 63, SAN JOAQUIN COUNTY
<br />436 ' 437 i - RECORDS. ALL DISTANCES ARE GROUND.
<br />0 ----
<br />N00001'49"E I I 1463.64'(M)(C)
<br />170 (BASIS OF BEARINGS) 163 Nis°137'wtR}
<br />\ 169 164 162 Q 161 160 159 158 157 156 2.66
<br />168 167 166 165 163 1
<br />ul 30' S.S.J.I.D. EASEMENT- "' _ SCALE 1 - 80
<br />171
<br />-- DfIJ IfG F � O cc PER D.N. 2016-012333
<br />OoJ,TG7��n s� ®c Q�F DAG
<br />o3CKo`T RED RIBBONS LANE ji HTT Rflo = 3
<br />37-M&P-48 cl) 43-M&P--44 J SHEET 3 OF 6 SHEETS
<br />
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