|
7RACT Non 6039
<br /> 80BOHO
<br /> us c ll+ i 9. 7,930- SF ++ u
<br /> �r 193 QG g9' e°' 23.62' f a
<br /> x x 4,612± SF ,j 148 L=55.00' L=55.LIP05' L=55.19' L=55.41' L=55.71' C9 6.5' rn
<br /> j �3 d 6,146± SF J U, a L=55.03' o CB
<br /> A PORTION OF SECTION 21 , TOWNSHIP 2
<br /> 92 1-.
<br /> L=58 98' R=1431.50' B 63.76' 57.92' r; 27.5 92.75'
<br /> Sa SOUTH, RANGE 4 EAST, M.D. B.&M.
<br /> ' 4,8719 SF 1. 1=77.66' CB - W
<br /> �� SAN JOAQUIN COUNTY - CALIFORNIA
<br /> CB - -� ~ STREET F B S ~ ~ S MARCH 2021
<br /> Ls6221 �=1431`x0' R=1368.50' r SD
<br /> 30 �1
<br /> - � ~ � ~ SHEET 7 OF 13
<br /> CB L.47.43' L=47.43' L=47.43' L=47.43' L=47.43' L=57.49' ~ � CB
<br /> SS
<br /> CB 55 L=65.66` 62.46' 24.75'
<br /> L=11.41 '
<br /> - ?'-_ 68 5Q 166 �n 167 LO 168 169 170
<br /> L"8c,22 ' 163 _ 164 165 3,906± SF 00 3,906± SF co 3 906± SF 4,747± SF + 7 92.75' - C'B '•
<br /> f T- n 3,906± SF 00 3,906± SF 8,155- SF A=A9'
<br /> ss 149 4,891± SF 00
<br /> CB 4,522± SF Locv us ;;uyt
<br /> r-
<br /> 51' R=1283,50` � f CB
<br /> p• 191 � c9 1,=44.48' L=44.4$ L=44.48 26, Schack & C;�,: parity, Inc .
<br /> CB 3 ,n [!S L=44,48 L=55.62' 274 57' e p
<br /> 4,230± SF !y' [�} p L=44.48' 82' 7,341± SF Professions;� esi n Grou
<br /> a$:
<br /> L=49.43` L=154.09'
<br /> 1 L-24 9,4,
<br /> `O 150 W L=1h9 A4'
<br /> to
<br /> $ 3 926± SF to
<br /> 1?3 5A sA 161 171
<br /> ' b r 162 T 7,306± SF �� 01)
<br /> 4 428± SF 9i'SI'
<br /> 190 6 n 8,883± SF `n o,`�'
<br /> 1 3,825± SF t5` rn yn 88.60' L=12.93'
<br /> f0,9 �Q. 273 r m
<br /> 160 _ 6f ' 4,384± SF
<br /> 151 `y `g� 7,103± SF y� a m
<br /> 65` $� 4,226± SF 3g 101 72 aon 172
<br /> L=14.71' tin 95 0
<br /> r 4,443± SF `' ry
<br /> 189 ,
<br /> 3,825± SF r��' } n� CC
<br /> 6i ' % y _ 92.16` 85, Q v272
<br /> ,
<br /> ' �, 9�7. s2, cn SS p `* 4,434± SF o
<br /> 8 iz
<br /> 152 CB v 173 3
<br /> 6,215± SF �'3g Q STREET 0 4' 1593,825± SF 95 _
<br /> 568 188 6,618± Sr SYMBOL LEGEND
<br /> 25- SF 3,825± SF 22,27' 45' 42.75' 85O C� 4,27271
<br /> 5± SF
<br /> �h� I-L=20.O6'
<br /> 86 L=3.85'---' �'S2,01, L'36 tk0 ❑
<br /> ` IIIIII QQ iQ�
<br /> 3,8254 SF 95 rr �EW 7�50L. DrESCRIPTION
<br /> .� 153 n - - 6 '
<br /> Cl) co w
<br /> �.
<br /> 567 8,584± SF 0 157 - 158 85' 270 ' SO
<br /> STORM DRAIN MANHOLE
<br /> 3,825± SF 187 a 154 0 155 0 156 4,275± SF at�,��}[- STORM DRAIN LINE
<br /> 000 ko
<br /> 10 7,070± SF 5,989* SF 4,910± SF'- 4,907± SF 4,833± SF t- 7,008± SF ` CB
<br /> 5'
<br /> ' t]7 co 9s, I'll a; Q��r�= STORM DRAIN CATCH BASIN
<br /> 566 p , 17
<br /> co 4,5125 SF o ' f rn SANITARY SEWER
<br /> a ss SANITARY SEWER MANHOLE
<br /> 3,825± SF 89.69' 74.49' 66.84' 45' 45' 59.64' 81 .3' `� 88.35' 4,2759 SF
<br /> g5 74.53' 45' 45' 45 45' 45 45' 45' 45' 45' 70.78' 95, WATER
<br /> ° -- FIRE SERVICE
<br /> �' 1
<br /> 565 S.6b
<br /> 3,343± SF G] 'r' + 268 170.' SCC CLEAN OUT
<br /> 186 v� 5q 4,275± SF 24'EMERGENCY VEHICLE ACCESS PRIVATE ACCESS
<br /> �' PUBLIC UTILITY, STORM DRAIN AND INSPECTION EAtEMENT
<br /> c� 85.75, (1L 5.130± SF � 185 � 184 � 183 � 182 � 181 � 180 'n 00 179 � 178 �' 177 � 176 -- s -- -
<br /> 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF 3,825± SF o 3,825± SF 3 825± SF 00 4,992± SF 9 +n
<br /> 564 " 5'
<br /> �- 3.316± SF
<br /> L=87.94' 46.95 Z), 267 .. .
<br /> 45 45' 45' 45' 45' 45' 46.69' � 4,275± SF ' ,...
<br /> .......... .................
<br /> s
<br /> CB
<br /> STREET G
<br /> SS u 266
<br /> 4,275± SF
<br /> Ce SCALE: 1"=50'
<br /> L=37.52' L=3%.58' 59.75' 45' S5, Q
<br /> 1=45.18' 45' 45' 45' 45' a
<br /> 1 45' 45' 45' 51 .25' (U cV
<br /> 265 0
<br /> o co
<br /> 562 N 563 � 4,275± SF
<br /> �, =� �
<br /> 561 N 3;510± SF r 3,400- SF _'0 LO _ '
<br /> 3,841± SF n o � 210 m 211 212 213 214 °D 216 � 217 Lr)00 218Lr) 219 95 CB $D '
<br /> co 4,583- SF 825 SF 215 3 331_ SF
<br /> 3, - 3;825± SF 3.825± SF 3,825± SF + 3,825± SF 3,825± SF 3,825± SFCO
<br /> w 3,825- SF
<br /> IL
<br /> � 2640
<br /> L=45.07' =-L'�' a 3. 4;275± SF - C
<br /> L=4521 50.05' 45' 45' 45' 45' "� L=8.02' Co
<br /> 45' 45' 45' 27.46' ❑
<br /> VARIES VARIES, 21.5' MIN.
<br /> 4'MIN 25' }5
<br /> I MAX I n 8' 7.5 � 23' � 6.5 I
<br /> TYPE 11 CURB
<br /> VERTICAL CURB .�APRON
<br /> 4 WR t
<br /> 2%CROSS SLOPE -
<br /> CLASS€MULTI- y
<br /> :ISE BIKE PATH CURB D.NN -PAIELIE'JT. SECTION
<br /> 4' (1YP) CL
<br /> (TYPICAL WEN AD.IACENT TO RESIDENT14 DEVELOPMENT)
<br /> WEST SIDE
<br /> 84'TO 84'
<br /> -- 32' TO 42' ..L. 32' TO 42'
<br /> r 2'
<br /> VARIES 8' 20' 24' B' VARIES
<br /> 2'MIN 2'MIN i 27' �
<br /> SIDEWALK URB 27' I 6.5* i 23'c -, 13.i
<br /> ,LK g - - ` .-7'SIDCWAl1C :URBj8
<br /> I2%GE055 SLOPE 2%CRD55 SLOFE2 I - I - ----I
<br /> "v_RTICAL CURB
<br /> VERTICAL OR ROLL 1 CURB & A✓RON �*;g GUTTER
<br /> TYPE CURB, GUTTER -l i
<br /> PAVEMENT`SECTION 3 SIDEWALK (TYP) XTI
<br /> 1 L
<br /> R/illµ1 C� R , 2%CROSS SLOPE 2%CROSS SLOPE LASS I MJLI}-
<br /> vERT CAL CURB, GUTTER I PAVE61ENT SEEaION-� USE BIKE PA TTi
<br /> J SIDEWALK (TYP) CURB DRAIN I v:RB DRAIN±
<br /> AND CL a` (TYP) - RJW
<br /> 4-( ) PAVEMENT SECT..CN
<br /> ATTACHED STREET SECTION P,AN CA R/W (TYPICAL WEN ADJACENT TO COMMERCIAL DEVELOPMENT)
<br /> TYPE II-ATTACHED SIDEWALK EAST SIDE
<br /> COLLECTOR STREET SECTION RESIDENTIAL STREET COLLECTOR ARTERIAL STREET SECTION
<br /> DE ANZA BOULEVARD
<br /> JN. 19.040
<br /> REVISION DATE: 02/05/21, 03/10/21 & 03/22/21
<br />
|