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TRAC7 moo 4039
<br /> 80BOND
<br /> c� L=87.:4 46.95' 45'
<br /> ' 267 r VE370mg 7EH71 E SVBDOl0300V MAP4545
<br /> 45' 45' 46.69' 4,275± SF
<br /> �=45'
<br /> L=57.78' ¢
<br /> SD CB STREET G -9s, A PORTION OF SECTION 21 , TOWNSHIP 2
<br /> Ja� - '" '' SOUTH
<br /> RANGE 4 EAST, M.D.B.&M.
<br /> ss _ �� - SS - _. - - � 26s m �
<br /> 1 4,275± SF N 1 SAN JOAQUIN COUNTY - CALIFORNIA
<br /> � ss CB �
<br /> R=1167'
<br /> L=37.52' L=37.58'
<br /> � �
<br /> = L=45,1g� 59,75' 45' 45' 45' 45' 45'
<br /> 915, MARCH 2021
<br /> L=45.37' I 45' 45' 45' 51 .25' _ r`
<br /> t45.6
<br /> _ 4' 265
<br /> SHEET 8 OF 13
<br /> 563 0 _ co 4,275± SF
<br /> 562 T + 0) Lq L
<br /> 561 N 3,510± SF 3,400- SF Lf) � _ _ -
<br /> 560 `n 3 8411 SF �n m o °' 210 co 211 212 CO 213 214 °D aLO LO In `no in 219 1 9$ CB SD 1
<br /> 559 3,859± SF °D 4,583± SF 3,825± SF 3,825± SF 3,825± SF 3 825± SF 215 216 21+ 3 825$ SF co 3,331± SF
<br /> 3,883± SFcl� 3,825± SF 3,825- SF 3,825- SF a�
<br /> f s 264
<br /> L=45.07' L=4027 4,275± SF - C'
<br /> L=45.21' 50.05' 45' 45' 45' 45' "" L=6.02' 00 �
<br /> 45' 45' 45' 45' 27.46' a' 1,
<br /> L_45. L=45,43 `h o � 1 Schack & C;ampany, Inc .
<br /> 74' o 0 94.9
<br /> 72.49' 9' L=6.02'
<br /> R=1082' N J Professiona. i„ esign Group
<br /> n u
<br /> 529 - 528
<br /> 220 d a 263 ,
<br /> co 530 c4 + `n 3,454± SF 4,203± SF 4,397± SF
<br /> N 3,831_ SIF 2' " v
<br /> LO 228 �
<br /> co 531 cn 3,844± SF L - 65' _ 00 221 00 222 00 223 00 224 00LO
<br /> 5,296± SF ro w�
<br /> O0 G0 I + 225 226 227 95,
<br /> 532 f 3,865± SFS a? I rn 3,825- SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SIF ....
<br /> 3,893± SF 00 � �
<br /> a^ 262
<br /> L=45.25' L=45.08' L=40.43' 49.38' 45' 4,385± SF
<br /> L=45.
<br /> 51' 45 45' 45' 45' 45' 45' 53.09' k
<br /> 4=4T - CB sD CB 4
<br /> s5
<br /> STREET H
<br /> PIZ
<br /> 261
<br /> f S5 r o `; 4,385± SF
<br /> CB CB 1
<br /> Itnr
<br /> L=45.09' L=40.06' � 95
<br /> L=45 26' 50.28' 45' 45' 45' 45' 45' 45' 44' 44' SYMBOL LEGEND
<br /> L.45 260
<br /> 4ya 527 I ;� ,385± SF
<br /> 526 - _
<br /> 525 L 3,833± SF- 3,380± SF _ - - - - 54 e
<br /> E S1'M�O� L7E3CR I F't 1011
<br /> 524 mn 3,851± SF ,n °D cO 229 230 LO 00 Ln 00 00
<br /> CD 95 sfl STORM DRAIN MANHOLE
<br /> 0D LO 00 00 4 250'- S'= 3 825± SF 231 232 233 234 b 235 0° 23s in
<br /> 523 3,878± SF Ln 3,825* SF 3,825± SF 3,825± SF 3 825± SF 3,825± SF 3,739± SF 00 237
<br /> 3 917± SFco 3.257± SF
<br /> 00I f 259 3` STORM DRAIN LINE
<br /> L=45.11' L=39.47' 50, 4,385± SF CB
<br /> STORM DRAIN CATCH BASIN
<br /> 45 45' 45' 45' 45' 45' 43.97' 33.46' J SANITARY SEWER
<br /> L=45,34 p
<br /> L=45.73' " !
<br /> o 95'
<br /> az 7s' R=856 77.46' - S5 SANITARY SEWER MANHOLE
<br /> Q C7 }- v
<br /> 492 Cn N t
<br /> - LuV-
<br /> t.=3.41 ' 0° 3 330± SF- _ V- 258
<br /> 494 cv 3,8353 SF o - - - _ 245 � 4,385± SF �Y WATER
<br /> u� Ln - FIRE SERVICE
<br /> 3,856± SF ,n °0 •- co 238 239 LO +n 6.320± SF ° f/7
<br /> 495 o u� m w 4 250T S� + F 240 241 242 243 244 40 Cn (/� � p
<br /> 496 3,892± SFc� °D LLI 3,825- S 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF J 95' � fiq CLEAN OUT
<br /> 3,936± SFQ _-3.94 _--��_ 24'EMERGENCY VEHICLE ACCESS PRIVATE ACCESS
<br /> PUBLIC UTILITY, STORM DRAIN MD INSPECTION EAtEMENT
<br /> � 257
<br /> to
<br /> 45.42'
<br /> L=45.14' L= 50' 45' 45' 45' 45' 45' 45' 72.13' 4,249± SF N
<br /> L=13.11' L_45 86 y v
<br /> SID
<br /> �=33,2a' _ � CB CB STREET I 87.35' 110 4
<br /> �, -
<br /> SS
<br /> ................
<br /> ss
<br /> &CB CBS V Cq
<br /> 256
<br /> L=45.16' L=38.52' 65 45' 45' 45' 45' 45' 7,821± SF SCALE: 1"=50'
<br /> 45' 45' 44.68' 8)
<br /> L=46 3 � 11
<br /> .2FES, L=18.69' r� N
<br /> G d'
<br /> 490 491 (n �v^
<br /> 489 - 5 842± SF c0 5,043± SF N N N -
<br /> �?-.
<br /> 488 5,609± SF � 0 246 0 247 0 248 0 249 C) 250 0 251 0 252 0 253 0 255 00 f
<br /> 487 N 5,241± SF "' 5;985} SF c"' 5 985± SF 5,985± SF 5,985± SF 0� 5 985± SF r� 5 985± SF co 5 985± SF + 9 11 ,489± SF
<br /> c� c� - c� Cl) 5 941_ SF 254 S0
<br /> 738± Sr N r T r r r
<br /> 8,108± SF r CB CB N
<br /> 11111111 FfTr
<br /> f`
<br /> Ln
<br /> ti
<br /> 45' 45' 45'
<br /> I 45' 37.59' CD
<br /> 45' 45' 45' 45' 45' 45' 45' 45' 84.94' 97.76'
<br /> N89'09'03`W 2614.32'
<br /> 0
<br /> VARIES CARIES, 21.5'MIN.
<br /> 4'MIN
<br /> 12'MAX f 5 8• 7-5 � 23 � 6_5'
<br /> TYPE B CURB
<br /> VERTICAL CURB & APRON
<br /> I & 3UTTER
<br /> ?%CROSS$I„ F
<br /> I_cLAss I MULTI-
<br /> USE BIKE PATH ' CURB DRAW PAVEMENT S£C�ON
<br /> Jw 4 !Typ] CL
<br /> ,TYPICAL MEN ADJACENT TC FESIDENRAL DEVELOPMENT)
<br /> WEST SIDE:
<br /> 5a To 84'
<br /> 32' TO 42'
<br /> - r-4• - --- 55'
<br /> 2' :-
<br /> VARIES $' 20' 20' �w� +ARII
<br /> 5' I1P2AtL_ . 15-
<br /> I
<br /> 1 JJ
<br /> I &5' 23' 1
<br /> 7i�
<br /> ' SWRLK do CURB 2T 27 7'SHIEWALK R CURB 135' 8'i {' i
<br /> 2' 2' I I 2x TYPE B `
<br /> L VERTICACURB {
<br /> 4ERTCAL OR ROLL 38 1 GJRB APRON
<br /> TYPE CURB.GUTFER & & TTER
<br /> SIDEWALK{T1P} PAY1LEDNT SECIi ON f I
<br /> I 2% 2�CROSS SLOPE i R/w CSI R/N ' f CUSS 11 4ULn-�
<br /> 4TICAL CURB GUTTER I PAVEMENT SECTION USE
<br /> AND `aDUSE BIKE PAN
<br /> CUi�GRAIN I ANEYIALK (W CL �R[ }Typ) R/w
<br /> 4'{TYP} PA4EIAEAlT SECTION
<br /> R/W CA R/W (TYPICAL WHEN ADJACENT TO COMMERCIAL DEYELOPMENT)
<br /> TYPE II-ATTACHED SIDEWALK. ATTACHED STREET SECTIO
<br /> EAST SIDE
<br /> RESIDENTIAL STREET COLLECTOR COLLECTOR STREET SECTION ARTERIAL STREET SECTION
<br /> DE ANZA BOULEVARD
<br /> REVISION DATE: 02/05/21, 03/10/21 & 03/22/21 JN. 19.040
<br />
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