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moo e6039
<br /> LFNE ROAD ;��` s7 - ... 3` 1347.5
<br /> GRANT w _ A
<br /> 2
<br /> ... �
<br /> -�- �W� - PORTION OF SECTION 21 TOWNSHIP
<br /> 5 01
<br /> '39"E �
<br /> SOUTH, RANGE 4 EAST, M D B &M
<br /> - W�_ w ..............,. aw
<br /> �- SS 7-7 � � SAN JOAQUIN COUNTY - CALIFORNIA
<br /> Pill - w 47 2 `cg 11
<br /> MARCH 2021
<br /> „. -, ...,w...,",. .�... _ „,.�--- •�•.-�"�V��,,. ............... . �.. ........�., we........ .,.,,�.... w-•.w..� "w""w"..• ,.......V,,.,...-..--•-�-'..w."""" 0 115.61 �
<br /> _ SHEET 2 OF 13
<br /> " �,.... -•. �"�"...........� _-M-,���.-.,`_'� """".�.....w.-_...�,.-�.•�. 122.59' 2 .35 251 {j
<br /> ...w..,...... - �--~-~.,,..x• : _.•„"'"'•.-",�" � _-.,,,a,.,_,.,,�.. ..,...--.a--p-~--"'"""" �. "w 50,
<br /> , 50' tlr� 278
<br /> , 5D'
<br /> 50' S0 - LMLITY EASEMENT 7,421± SFLn
<br /> 27+ } €
<br /> '
<br /> 41.45' m 395 6K. A, VOL 252, E 7,378- SF f
<br /> _ co 397 LO 3 396 0 9,205± SF PAGE 381 S.J.C.R. 2 s i
<br /> c'r
<br /> "� 399 � 398 3,754± SF t- 760_ SF ' 279 _
<br /> - `O N 400 n 3,754± SF ry g 6,173± SF
<br /> N 401 + LO 3,754± SF cti ash y N €[II
<br /> N 3,754- SF S
<br /> Schack & C '==gin an Inc .
<br /> 3 369± SFS 3,754± SF ° 501 37'46 1=12. 8 �L s� ��� a +`,, Professiona.I as�ign Group
<br /> 50` 5 280 y 11 .81 '
<br /> 3 _..
<br /> 50' 50 t, 6,661± SF mry 9, W
<br /> _ _• �..; BEATRICE AVE.
<br /> .-,-a•
<br /> R=54' R=54' 7
<br /> L=23.61L=13.75' R=120'
<br /> R= 281 N L=8.8
<br /> 6,414+ SF A
<br /> -
<br /> 52.15' L=28 �
<br /> 50' 50 20
<br /> 46.04' 50,
<br /> 1g C°
<br /> R=11 ' 407 282 Gj
<br /> { L=17.05' N r` + s�A
<br /> „ 406 � 5,197_ SF � L=1n10� 7,139* SF C� � 9¢3 �
<br /> cv 404 cli 405 3 600± SF N
<br /> v 403 }` 3,600± SF 3,600t SF 408 h ry 1' R-80' SYMBOL LEGEND
<br /> `v 4,251± SF 6,632± SF h 1 fi„��� �,° L=5.90'
<br /> N �
<br /> / %IV 275
<br /> c4 50 50, S°' :� 1 1 457± SF I U7
<br /> 62.57' 50' 54' 47.6' 24, 76 25 �� � 5¢' N N I
<br /> 283 NSW 31'M�O�
<br /> 56.97' S4' 7g 8,069± SF u
<br /> 22+ so STORM DRAIN MANHOLE
<br /> 411 412 0) y 8, 6 r
<br /> o _ 410 - 88.1 8 80, ��]� STORM DRAIN LINE
<br /> CB
<br /> ��wmuw STORM DRAIN CATCH BASIN
<br /> N 3,888* SF 4,574± SF (0 cfl 128 CB
<br /> [ 409 cli 3,888± SF 413 REET B CB CB
<br /> € cn
<br /> 4,334± SF 7,938± SF SD ilillillONONA SD SD SD SANITARY SEWER
<br /> R=11 ' L=52.55' Ar
<br /> WCB S5
<br /> L=17.05' 53,72' - - - - -
<br /> 5i 46, 54, R-22296 -`' S5 $S � SANITARY SEWER MANHOLE
<br /> I ?S.
<br /> BOBBY GLEN 7962p� WATER
<br /> D. 0 F�• B CB I FIRE SERVICE
<br /> S�cR, r S�j. 40 40' 40' 40 40' 40.13' 70'
<br /> 'R 23 , --SCO CLEAN OUT
<br /> 290 - _ - - , - 24'EMERGENCY VEHICLE ACCESS PRIVATE ACCESS
<br /> LO R �
<br /> 3150± SF o PUBLIC UTILITY, STORM DRAIN AND INSPECTION EAtEMENT
<br /> `SQ, Sq o
<br /> 0 CD 0 o cfl
<br /> 73 83' =Sr 7 9 I �� 284 285 286 '� 287 288 r- 289 r- 70' V6
<br /> 46,04' 6� 4,035± SF 2,800± SF2,800± SF 2,800± SF
<br /> 2,800± SF 2,800± SF
<br /> R=11' f 291
<br /> L=17,05 CO �sj� R-- , 75
<br /> 49 .3' 40' 40' 40' 40' 40.13' d �
<br /> E CO r 2,800± SF
<br /> 416 -a5 Q9` 40' 40' 40' 53.1 96.91
<br /> 0 417 4,330± SF 415 L= 70'
<br /> � 4,247- SF 4,478± SF coLn
<br /> ^`L 414 343 .42' 292
<br /> E 62.57' 46 67'
<br /> 6,435± SF Co CCo CD �' � 5,368± SF �5 2,800± SFCD
<br /> 52.03' 18•Q. m 347 00 346 m 345 r- 344 o
<br /> 57.2' 4,720± SF 3,153± SFr- 3,127± SF 3,184± SF 70' •• '
<br /> rn
<br /> �.�..,� � _ 98•g• ]r L=3726' <; 293
<br /> N • g.,, 3 342 _
<br /> co 79.75' 40 30.03' 39 + 0 2,800± SF CD 65' p �
<br /> 0 418 419 / 1-1 5,701- SF
<br /> Z 4,136± SF 4,015± SF � I SCALE: 1 =50
<br /> B =11 .10'
<br /> CB �. r, 70' ,�
<br /> 420 STREET C
<br /> _ 7,300± SF - v - W
<br /> �, s'• Z
<br /> 56.97' 51 .82' $$ SS 294
<br /> [,'B o 2,800± SF o
<br /> SD
<br /> 341
<br /> 56 Bq B I C 3,375± SF 70'
<br /> v C) STREET U 9 60' 60' 60' C CB
<br /> 2�4 6, - _ J 73.51 ' _ 295
<br /> 2 I rn f 349 rn 0) 350 I �I 351 't 21800± SF
<br /> 51 .96' 47.3' 4�'�g, 1 3,240± SF � 3,240± SF 3,240± SF `n L=12.80' ��++++++•+�+i�L
<br /> 340 70, B
<br /> 3,123± SF
<br /> _ 60' 60' � �
<br /> 0 421 0 422 cn
<br /> cc)
<br /> 3,640± SF - 3,198± SF A o 348 I rn I I I N 78.95' 296
<br /> N $D / �? 5,091± SF 2,800± SF o �
<br /> 0 423 � `O 352 353 354 o rm m 10
<br /> P r" I I I I 9 v o
<br /> , 2,700± SF SF 2,700± SF 3,158SF 70'
<br /> 51 .96' 15'
<br /> 65.65' 1 1 60' 60' 1I 60' _ I 78.95' I _ 297
<br /> A 32.45' 3 2,800± SF
<br /> 424 s b], 355 I -j 356 _ 357 L _ I m _ 338 _ Cli
<br /> 5,445± SF ry N 2,981± SF Lm- -j 2 700± SF `n 2 700± SF X75' 358 0 0 3 1581 SF o 70' Vl
<br /> fo 427 I` v ' 2,700± SF 4 � v v Ld
<br /> N F- DETACHED STREET SECTION
<br /> 122 48' �' '� 3,135- SF � `� 66.32' 60' 60' 60' - -
<br /> U7 78.95' 298 I-
<br /> (n S 2,800± SF
<br /> LLjI 4.73 - _ Of f _ 337 l 64' TO 84'
<br /> I 54 0 359 _ 360 361 362 _ }- 0 3,158± SF o 70' 32 TO 42• 32'74 42'
<br /> a� 425 00 2,984± SF �' 2,700± SF v 2,700± SF 2,700± SF v (17 i 2'
<br /> rn 5 884± SF h N '
<br /> g A IES
<br /> c� 78.95' 0 299 �1. rain '-~ 2'nuN'
<br /> 3 7348 SC O7 66 .32' I 60' 60' 1 I 60' 2,800± SF j !
<br /> Ln
<br /> I
<br /> 93. 1 v 336 I_ z s::.z_s�sLL z a cRass�.a
<br /> 4 5 {
<br /> 0 3,158± SF o 70' 65' __.�� �i�--- - y _----:
<br /> ...___
<br /> 89.05' � _ 363 I _ I 364 _ 365 I _ I 366 _ v c --#�-- J•-_
<br /> t � 2,984± SF 'IT 2,700± SF + I A,_ra�nrsE rlcav
<br /> j 1 37 62' 51 .43' v 2,700_ SF 2,700± SF 54 78.95' i _ 300 P r
<br /> f
<br /> # -- � 0 21800+- SF o '�W CA a R/�
<br /> 3 i rn 66.33' 60' 60' I I 60' E v :ERPIC.AL CURB. GUTIER-�/
<br /> 429 rn 430 rn I 335 -AND SIDE`NALK (TYP)
<br /> r 426
<br /> � 2,553± SF o 2,633= SF o � 3,158± SF � 70' � COLLECTOR STREET SECTION
<br /> 8,971± SF
<br /> 62.79' 51 .87' C 367 I I 368 369 I - 370 - 301
<br /> 78.95'
<br /> 3,581± SF �,� 3,240± SF 3,240± SF 0 3,240± SF Cl 2,800± SF
<br /> o
<br /> 56,59' 58.07' ,n I ,n I � I I v
<br /> N N 334 _
<br /> 431 rn o 3,1 SF o 70'
<br /> a, 432 M 66.33 I 60' 60' 60' v 5s
<br /> 3,520± SF L0 2,972'- SF o LJ C -
<br /> 7'SIDEWALK&CURB
<br /> u7 � � 7'SIDEWALK&CURB'B SD I 78.95' 302 I ,n
<br /> STRJF.T-n �� ■ C 2,soo± sFCD
<br /> 81 .75' S8,51 ' VERTICAL OR ROLL
<br /> � _ 333 T1PE CURB.c�srrErr
<br /> LO - I 70' n SIDEWALK(TV)
<br /> o 3,158± S F o 2%CR SLOPE 2%camas SLOPE
<br /> 434 - C B Ilk Ci
<br /> � 433
<br /> - 2,995± SF rn 78,95' _ 303gDQgW
<br /> �Lp 4,804± SF "'VDAENT SEC ON
<br /> o I 0 2 800± SF o a'(7r)
<br /> ,n 66.33' I 60' 60' I 601 � LO R/w CA R/W
<br /> 332 �' TYPE III-ATTACHED SIDEWALK
<br /> ALK
<br /> 106.93 58,96' rn - o� 3 158± SF o
<br /> 47.31 59.62'
<br /> C0 371 I 372 m 373 - I 374 - RESIDENTIAL STREET COLLECTOR
<br /> co 3,581± SF � 3,240± SF r> 3,240± SF 0 3,240= SF �
<br /> `n78.95' 304 _
<br /> 0 2,800± SF o
<br /> a c
<br /> m� f 435 0 435 ^_ 437 _ { 06.33' I 60' 60' I 60,
<br /> REVISION DATE: 02/05/21, 03/10/21 & 03/22/21 JN. 19.040
<br /> I
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