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315 314 U' 5 U�V� LIVOo �O�MJ
<br /> m L 66.29' I 66.33' 66.33'
<br /> 457 � 54 60' tit+ 3,108± SF 'nr a� 111 9 14! d
<br /> CO 3 742± SF I to 3.56' 5S
<br /> I ICL L 00 r CB Ls54. 0 4,522
<br /> `A 4 590a SF ` J J _ to 316 ll�rn Co 3,fifi2* SF L- 3 a �B 3d•51 191 MD 0
<br /> M
<br /> + rn 459 w 460 - 319 318 - "� 317 ao 3,757± SF ^ 3�, 3 O p U V D
<br /> 4=49 - 4,345± SF n! 4,195± SF r N 4 195± SF 3,766± SF " � 4,189± SF un 4=�2' SO __ 4,230± SF
<br /> nr L,,;7�7' MC 840H(3 "TIEH"TACTOMC sM o D0M0�0m HAD)
<br /> C
<br /> "76.88` 7.55' H
<br /> 18.77
<br /> -6d 69 g� A PORTION OF SECTION 21 TOWNSHIP 2
<br /> Rxg7g, 1=65,82 66.32' L=4126' L=6024' 3A0 3
<br /> 66.32' R=g7
<br /> 5Q .r �f g6` 190 a
<br /> C CBELM L SD �J 570 3,825± SF SOUTH, RANGE 4 EAST, M.D.B.&M.
<br /> ' 3°825± SF SAN JOAQUIN COUNTY -- CALIFORNIA
<br /> a $5'
<br /> wow L=7.53' MARCH 2021
<br /> STREET F 45 189 SHEET 4 OF 13
<br /> L=45` � 569 3,825± SF
<br /> CB L=45' 3,825± SIF
<br /> 212.83' L=38.79L=46.35' L=45' 571
<br /> 5,123-+ SF Sri`
<br /> s 572
<br /> 6' 573 N
<br /> 5,369± SF
<br /> a
<br /> f 568
<br /> d 188
<br /> 5,898± SF 3,825± SF 3,825± SF
<br /> ¢ 574
<br /> 575 5,916± SF $5,
<br /> 5'
<br /> o to 576 N 5,934± SF �� 02 8 Schack & C.€.-'i parry, Inc _
<br /> ,�„
<br /> N 577 6,164± SF 45 9' Profession1 =C3esign Group
<br /> 5,786± SF 567
<br /> R�1123' V7-51337 -,39
<br /> 3,825±3,825± SF 187
<br /> L�56 37 V; a g5' 7,070± SF
<br /> L=5q 38 ' co PARK L�41-0 5'
<br /> n � LO
<br /> 53.87' 2`
<br /> 2.5 ± ACRES rn L=46 A3' L- L=45� v
<br /> L=45•50' 566
<br /> L=45' 3,825± SF 89.69'
<br /> w 7,2c: SF a 8b1 74.53'
<br /> a c4
<br /> CD 584
<br /> 583 '0• 7,472± SF 565
<br /> _ `o 581 in 582 F 7,416± SF 3,343± 5F SYMBOL LEGEND
<br /> � t 6,970- S U] 186
<br /> Cl) 579 0 580 6,381± SFS 5,130± S
<br /> 00 578 to 5,699$ SF 5,751± S� 6,017± SFr r � 564 N1EM/ SYMBOL.
<br /> DEQOP.1
<br /> 10TrOi
<br /> 3,316* SF M
<br /> au STORM DRAIN MANHOLE
<br /> L=87.94
<br /> =45 46.9,1 { �= STORM DRAIN LINE
<br /> L�7.73' �=57 78' IL. CEI
<br /> L=68.18 30.12' ' I I, 111 1111 5Q CB S_= STORM DRAIN CATCH BASIN
<br /> 265.05' 46.23' 45' 45' L=14.8 L=53.67'
<br /> _ SANITARY SEWER
<br /> 106.54' CBjjjj _ ��-� - �' 5S ss SANITARY SEWER MANHOLE
<br /> Ln h' SD SD w �r SS i CB WATER
<br /> 461 TC B
<br /> 3,825± SF
<br /> SS -- R_116r.
<br /> $$ L= L=37.52' L=37.58'
<br /> CB STREET G =45�7 4; }g' FIRE SERVICE
<br /> 76.63'
<br /> I CB R=400� L=45.04 � 'r'�� ��OCO CLEAN OUT
<br /> aD "3}33 563 24'EMERGENCY VEHICLE ACCESS PRIVATE ACCESS
<br /> PUBLIC UTILITY, STORM DRAIN ASID INSPECTION EASEMENT
<br /> 462 `r `Cn 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 2825' L=45.35' 561 N 562 3,400± SFLQ
<br /> I= 3 510- SF
<br /> 3,825± SF 16.77 L=14.57' _ 560 "' 3,841± SF � co `n s
<br /> 00
<br /> 85' N 559 3.859± SF w LO J
<br /> 54 546 547 548 549 550 551 552 553 554 555 556 co 557 ti 558
<br /> 3,883± SF
<br /> 13,825± SF 3,825* SF 3,825± SF 00 00 00 to 3,825± SF L0 3,825± SFtn 3,825± SF � 3,825± SIF if) 3,825± SF 3,825± SF 3,825± SF 3,997± SF 3,989± SF 3,916- SF
<br /> 00 co eo -x5,07 -
<br /> in 463 t Co 00 co 0) co L=45.21 L' L-4 7 SCALE: 1'=50' .r,.
<br /> 3,825± SF � L=AS 43 _m._.
<br /> fnL=45,74 4 a .. ...
<br /> L,44.50r H=1982 N � ti ...:.......:.. ...:
<br /> 85' �I
<br /> 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 27.1 ' L=45.56 J
<br /> L=17.91'
<br /> n 464 529 528
<br /> ¢=26 i' � 530 N 3;831± SF'f' 3,454± SF ..
<br /> 3,825± SF `r L=1 .55' 00 531 co 3,844± SF m co 65' co
<br /> 532 3,865± SF ��
<br /> 85' 545 544 543 542 0 ' to
<br /> 541 533 � 3,893± SF U') r=
<br /> 540 539 538 537 536 535 - 534 ca 3,923± SF 00
<br /> 3,825± SF 3,825± SF 3,825± SF 3,825± SFif) 300 00 00 ,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SFS 3,825± SF 3,860± SF co L=iS.Ga L=40.43' {
<br /> CID 00 � co to
<br /> in 465 � I °D OD o00 0D L=45,5}. L-45.25
<br /> 3,825± SF CO 8 SQ I
<br /> 85' =22 39'L=23 4 CB
<br /> 7 L-
<br /> 45' 1 45' 45' 45' 45' 45' 45' 45' 45' 45' 26.56' L=18.49' L=4532'
<br /> CB
<br /> 466 TCB
<br /> HI
<br /> CB R_9433.825± SF c
<br /> c -
<br /> 85' �'� S - - - - - 5S , -45.28' L=45.09' L=40.06'
<br /> CB STREET H 45.5 1
<br /> L,35.56' 526 - 527
<br /> u, 467 �, 45' 45' 45' 45' 45' 45' 45' 51 3,833± SFa 3,380± SF co �
<br /> 3,825± SF 524 o`n0 3,851± SF � � m
<br /> + > 45' 45' 45' 26.14' L=18.86' L=45.24to
<br /> MAP
<br /> L=10.45' 00
<br /> 523 LO O0 3,878± SF I-
<br /> 85' 1- 522 v 3,917± SF(0
<br /> �LL1lJ C0 510 511 512 513 514 515 516 517 518 519 520 521 N 3 920± SF 1
<br /> - 3,825± SF 3,825± SF 3,825± SF 3,825± SFLr) 3,825± SF 3,825± SF 3,825± SFIII3,825± SF 3,825-+ SF 3,825± SF- 3 827± SF 3 866± SF 0? 00
<br /> co � 00 co 00 00 00 co L=45.11' L=39.47'
<br /> u, 468 L=45,34'
<br /> 3,825± SF a w a0 L�4573
<br /> L�42.75 g=858'
<br /> 1_ 64' TO 84'
<br /> 45' 45' 45' 36.38'L=8 2' L=45.14' F
<br /> 85' 54' 45' 45' 45' 45' 45' 45' 45' L=458 , Q to s2' TO 42' 32' TO 42
<br /> 492 �
<br /> 8;400' �--L=3.41 ' 494 N 493 co 3,330± SF- I - t 2'
<br /> 3,835- SF o ,n in VARIES 13' 2� 20' S' VARIES
<br /> u, 469 n 3 856± SF 00
<br /> 3,825± SF 495 0 to � °D 2'MIN � 2' WIN
<br /> 496 3,892± SF00 °D Ld a f
<br /> I17 , CO 2�LRO55^xS]PE 2X CROSS SLGPE
<br /> 85' [/] 509 508 507 506 505 497 *- 3 936± SF ,
<br /> 3 825± SF- 3 825± SF- 3 825± SF + 504 503 502 501 500 499 - 498 r� 3 930± SF 00 �
<br /> n 3,825_ SF CIO 00 OD CID in 3,825= SF Ln 3,825± SF to 3,825± SF 3,825± SF 3,825± SF� 3,825± SF 3,818± SF o 3,867± SF I` L-38 89' E -�
<br /> 470 CD 0000 L=45.14'
<br /> 3,647± SF 0`00 O0 L=13.11 ' L=45,66 1=45 A� I ` R'w Cr R/w
<br /> C0 co �, - I P4v MENTISfCApN.�
<br /> OD I
<br /> g3.2a 5Q tT AFiD'SDEI4ALM'(TYPJ
<br /> L- B
<br /> 9.32'
<br /> 76,06' 45' 45' 45' 45' 45 63 �� ATTACHED STREET SECTION
<br /> I 45' 45' 45' 45' 45' 45' � L=35.73' _- �
<br /> n
<br /> ° D w
<br /> CB
<br /> C COLLECTOR STREET SECTION471 C B R= 9.W I
<br /> 4,846± SF 65'
<br /> -1 SS L=45.16' L=3852
<br /> SS L=4
<br /> `��^ �' CB STREET IB R=400' L=46'
<br /> T SIDEWALK&CURB-\I-- 27 --y .- 27 T SIDEWALK&CURB
<br /> L=27.6 L=18.69' �z 2
<br /> .rte 3p' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' L=45.47' r
<br /> <=36.46' L,25' L=36.09'
<br /> 2,92 8.95' 489 490 491
<br /> 472 488 5,609± SF 5,842± SF Co 5,043± SF a VERTICAL K ROLL t 3 18
<br /> TYPE CURB,GUTTER �� I
<br /> No &SIDEWALK(TVP)
<br /> c� 5,241± SF r` M Cl.)
<br /> ��
<br /> 2%CRS APE�2%CROSS SLOPE
<br /> 8,068± SF 0 475 476 � 477 478 479Oct 480 481 482 00 483 OD 484 485 - 486 487 _ N NM
<br /> ' n 4 121± SFS? 4,12?± SF �? 4 121± SF'n 4 X21: SF�n + u� + incc) 4 121± SF in 4 121± SFS 4 121± SFS + Un + cu 4 738± SF *- OJRBDRAIN I �P4VEMENTSECTION
<br /> fig• 473 N , ri 4,121_ SF 4,121_ SF 4,121_ SF 4,140- SF 4,320± SF
<br /> 4,685_ SF Cn 474 rn 0) r r Co m
<br /> S° TYP
<br /> R/w /1 R/w
<br /> N CO
<br /> 3,611± SF a' °� rn °) rn rn rn rn �' o' ( )
<br /> CO I TYPE 11-ATTACHED SIDEWALK
<br /> I
<br /> 66.81 ' 73.25' 43.99' 45' 45' 45' 45 45' 45' 45' 45' 45' 45' 45' 45 45' 45' 45' 59' RESIDENTIAL STREET COLLECTOR
<br /> 45' 37.
<br /> REVISION DATE: 02/05/21, 03/10/21 & 03/22/21 JN. 19.040
<br />
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