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7RAC7 moo 6039
<br /> 80BUND
<br /> MCEalrome MEHIr&TOWE SMoDDOM0300m G�Lap
<br /> A PORTION OF SECTION 21 , TOWNSHIP 2
<br /> SOUTH, RANGE 4 EAST, M. D.B.&M.
<br /> j SAN JOAQUIN COUNTY - CALIFORNIA
<br /> 431 ' 3,158± So 432 66.33'3,520+
<br /> SF CD 2,972± SF CD R 78 302 MARCH 2021
<br /> - SD i g�' 10 2,800± SF SHEET 3 OF 13
<br /> w - 81 ,75' F- 58.51 ' ----STREET-D - ,,�_
<br /> ,�
<br /> 333 70.a, ::".,:« F. .. SS k.�.: ' :,. � ._� 5S 00 3,158± SF o
<br /> 434 C770LON
<br /> q� 433 2,995± SF rn x B 78.95' 303 C
<br /> ca' 4,804± SF LO o + o
<br /> Lo 66.33' 60' 60' 60' 2,800_ SF
<br /> 106.93' 58.96' r t _ 0 1332
<br /> € rn rn 3, 58± SF o
<br /> 47.31 ` 59.62' rn 371 I 372 rn 373 I 374 i
<br /> C0 3,581± SIF `n 3,240± SF 3,240± SF 'n 3,240± SF u� 304
<br /> 1 7895 _ Schack & Cnpany, IncCD .
<br /> 2,800± o Professional Design G.rp
<br /> - o, 435 0 436 0 437 - 66.33' 60 60' 60 331
<br /> b 3,718± SF 0 3,576± SIF co 3,552± SIF 0 3,158± SF o 70' n
<br /> w f
<br /> 375 - 376 - 377 378305
<br /> 76.91 ' F 59.61 ' 59.48' 2 984± SF v I 2 700± SF `o 2,700± SIF I n 12 700± SIF 78.95' _ +
<br /> F� b v _. 0 2,800- SF CD
<br /> 66.32' 60' 60' 1 60' 0 330 70,
<br /> f f a 438 439 440 I 3,158± SFCY
<br /> I
<br /> 7 in Qi 0 3 577± SIF 3 584± SF CD I -
<br /> N 5,495± SF r� %a I O0 78.95' _ 306
<br /> � ' � - 379 � 380 - 381 � J 382 -
<br /> 2,984± SF CD
<br /> Lig 2,700± SF 2,700± SF c 2,700± SF y�J Ln CD2,800± SF
<br /> r� LLJ
<br /> 106,54' 59.61 59.99' 66.32' 60' 60' 60' a 3,1589 SF 70
<br /> 46.54' 60'
<br /> 441 co N - � 78.95' _ 307
<br /> 2 725± SF n 44+ a 443 ,r, 444 Ln '�� 383 Ln 384 385 386 2,800± SF I SYMBOL LEGEND
<br /> 2.777_ SF � 2 728- SF 2,984_ SF 2,700_ SF d 2,700- SF + er -
<br /> I 0 2,715± SF + + + 2,700- SF 328 65
<br /> L0 70.22co
<br /> ' 60' 59.61 ' 60' 0 3,158± SF 70'
<br /> 66,32 60' 60' 60 54' 00 1 .39' rEw SYMBOL MESVR I PT I ON
<br /> `� I ` 308 00
<br /> 445 446 447 448 _ 78 95 0 2,802± SF o SD STORM DRAIN MANHOLE
<br /> f 4,812± SF 0 15,146± SF 2,682± SIF + in ,� 387 + 388 389 390 r- 327
<br /> Y I 12,700- 8F 54 2,984± SF I 1 2,700± SF 2,700± SF I 1 2 700± SF N p'
<br /> I 3,129± SF o _ 70' J STORM DRAIN LINE
<br /> r� vCIB
<br /> 59.61 I 59.99' 66.33' 60' 60' 60' L=9.23' �� __� STORM DRAIN CATCH BASIN
<br /> 74.79' 309
<br /> r ; 3,048± SF SANITARY SEWER
<br /> CD
<br /> co
<br /> 2,390± 5F 326 SS SANITARY SEWER MANHOLE
<br /> 449 N N 391 I c"'u 392 uni 399 tv 0 2 846± SF � _
<br /> 450 73.8'
<br /> r 3,793± SIF I
<br /> I3,855± SF I + 3 782± SF o 3,327- SF v 63 23 CB WATER
<br /> ( 4,261- SF
<br /> �' d o
<br /> 71 .96' 310 C� FIRE SERVICE
<br /> 6 a 3,208± SF
<br /> i s -
<br /> 02
<br /> L-61' L=45.44' 1 ,2 59,99' 66,33' L=60,15' L4 473 �, a 47 J 000 CLEANOUT
<br /> qg' 24'EMERGENCY VEHICLE ACCESS PRIVATE ACCESS
<br /> a -Ce SD 325 80' PUBLIC UTILITY, STORM DRAIN AND INSPECTION EAtEMENT
<br /> ss ~SSW STREET E --- _ _ STREET E �]�_ - � 06± sF aco
<br /> 311
<br /> �9. _
<br /> - .»..
<br /> ' 6, 2,989± SF
<br /> 6
<br /> Cz34 "=17950 R=521' y1' .�� Cl) g8.5g
<br /> 324 14
<br /> L=11 .76 r 13y
<br /> 452 L-58 17 L=60.91' 4,197± SF
<br /> - L=4 6.59
<br /> 5,268± SF I 66.33 66.33' 12' L=48,12
<br /> i _ 3 12 L�
<br /> rn q g7:�d _ 3 394+ SF
<br /> 7.9' i 323 4-$
<br /> _ I _ co 322
<br /> 453 00 ,� r_ 4,505± SIF
<br /> r _ M.
<br /> - 6g 1 f 4,009± SF ^ 45+ ctrl 455 Cm rev 320 321 n 3,700± SF L-3.59
<br /> 6' 4;064- SFLO
<br /> l l 4,261± SIF 4,261 SF 3,919± SF - 313 rn 276ro to 0
<br /> 6r 9 I I I I 60' 60' 3,632± SIF _ 3,817± SF SD �...�
<br /> �.:
<br /> 1 314
<br /> 457 66.29' 66.33' 54 66.33' _ 60' n 3,108± SF 3.56' ��1 <<
<br /> f -
<br /> CO 3,742± SF L J m 315
<br /> u; 458 L �3 316 rn 3,662± SF4,590± SF cc 459 460 N 317 m 3,757± SIF CE
<br /> Q w �, �, 319 318 -a2
<br /> 8
<br /> Lrgg � 4,345± SF r? 4,195± SR r cv 4,195± SF - 3,7fi6± 5F " cy 4,1$9± SF n
<br /> Ln
<br /> L'7s•8$' 7.55'
<br /> 18.77' L=60.69'
<br /> ........:...
<br /> L=55 82' 66.32' 66.32' L=41.26' L=6024' R=873.00 $17
<br /> S 1 0
<br /> �^ __- _
<br /> SO r�
<br /> S o•52.' S7o
<br /> SCALE: 5 '
<br /> CE CB
<br /> 3,825± SF
<br /> LO 4
<br /> 8=1038 L=7.53'
<br /> L�4S
<br /> STREET F569
<br /> 3,825± SF
<br /> 19
<br /> 571 N �
<br /> 212.83' L=38.79' L=46'35' 5,123± SFS MAID8y'
<br /> 11 572
<br /> 573 N 5,369± SF 55'-63'
<br /> 5,898± SF' 3 8258 S ARIES VARIES, 21.5' MIN.
<br /> 574 4' MIN -�
<br /> 00 I
<br /> r 5,916- SF a3'
<br /> 575 �y�` 11' MAXIAAk r fi 8 7.5 2
<br /> LO TTER civ cv 5,934± SF d�` TYPE R CURB
<br /> VERTICAL CURB } ppRp14
<br /> 576 �3' do
<br /> L=qy 29 2%CROSS 5l PE ,
<br /> N 577 6,164± SF
<br /> 5,786± SF 0
<br /> ti.23` 503
<br /> L:g9 so \ 3,82 d
<br /> L' SS j
<br /> L'SE DIKEMPA H \LCRH DRAIN PAVEMENT SECTION
<br /> 4"iTYP) LL
<br /> (TYPICAL WHEN ADJACENT TO RESIDENTIAL DEVELOPMENT)
<br /> WEST SIDE
<br /> s5'
<br /> 64' TO 84'
<br /> _32' TO 42'-..� - - -- 'j`'' TO 42'
<br /> 23' 13.5' 8'
<br /> :'ARIES B' 8' VARIES �•
<br /> -- �f.._i.--------i --- 2 MIN TYPE 8
<br /> M iJ i Ii SIDEWALKCURB
<br /> r "r 1 CURB 2pF
<br /> IVERTICAL CURB
<br /> 2. UTTER
<br /> Y CROSS SL0fIII
<br /> i
<br /> VERTICAL OR ROLL- 18
<br /> v � CLASS I MULTI-J
<br /> --;/--� r TYPE CURB,GUTTER i -
<br /> I } SIDEWALK (TYP) i PAVEVENT SECTION USE 81KE PATH
<br /> F.AVE'ME:NTISECTQN-' / I12%
<br /> CURB DRAIN
<br /> 1 C-ROSS SLOPE 29[�µ �p?L I 'T CL 4" {TYP} RAN
<br /> R/W C/L / R/W (TYPICAL WHEN ADJACENT T4 COMMERCIAL DEVELOPMENT)
<br /> VER%AL CURB, GUTTER---� CURB DRAIN
<br /> AND SIDEWALK (TYP) 4"(T` ) _a Dk�T SECTIONEAST SIDE
<br /> R/W CA R
<br /> ATTACHED STREET SECTION Tl'PE II-ATTACHED SIDENk ALK ARTERIAL STREET SECTION
<br /> COLLECTOR STREET SECTION RESIDENTIAL STREET COLLECTOR GRANT LINE ROAD
<br /> JN. 19.040
<br /> REVISION DATE: 02/05/21, 0310/21 & 03/22/21
<br />
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