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7RACCT MOO Z(039
<br /> CE
<br /> 55' 62.24' 93.2' - V IESCT01 �
<br /> ��U�1�Lr.1�� V �U o DOd��DOG�I G�ILaG°�
<br /> SD 55' 55' 55 CB
<br /> A PORTION OF SECTION 21 , TOWNSHIP 2
<br /> SD _ ,._..- - 55' 55' 55 cn 14 7.9 '
<br /> . -Me 55' 13
<br /> T 8,168± SF 42.06' SOUTH, RANGE 4 EAST, M.D.B.&M.
<br /> - 5,223+ SF r`
<br /> ........... . ....: .. ........ ce _ . 55 55
<br /> 55, L, 12 SAN JOAQUIN COUNTY - CALIFORNIA
<br /> 54.99' - 10 Lo 11 °' 5,225± SF
<br /> N -Lo 9
<br /> 5,225± SF 6 MARCH 2021
<br /> C B SD T -Lr) 7 8 °i 5,225± SF rn 5,225± SFCD
<br /> 27.48' 5 rn 6 6' 5,225± SF 5,225± SF 1`�g rig Lrg2� 15 0
<br /> CD SHEET 5 OF 13
<br /> Lo 4 5,225± SF 5,225± SF 15.44' 2- 8,537± SF
<br /> ;n 3 rn 5,225± SF
<br /> Ln 2 0') 5,225± SF 55
<br /> 90' 1 Q' 5,225± SF 55' S5
<br /> r
<br /> r
<br /> 8,203± SF 55' 55' 55 s a
<br /> LO 55, 55' 55' S5' STREET J
<br /> CB 87,01
<br /> 3a' 10.9 55' _
<br /> CB W
<br /> STREET r
<br /> '�� - SS 81 .77' I A ry Schack & pang, Inc .
<br /> 55' 16
<br /> 'TrProfessiona;E'.€ esign Group
<br /> 55' 4 5,361± SF
<br /> 11.81 ' S � � 55' �
<br /> Lu
<br /> CB 55, 55' S5' OD
<br /> Lu 55' v
<br /> CB 59.76' 130 ;�, 131 U')
<br /> 95
<br /> Cn - - 129 Lo 4,675± SF °O 6,655± SF
<br /> 56.09 127 4 6758 SF Lo 4,675± SF 00y N
<br /> R=120' c\I ff 125 - 126 Lo 4,675± SF o 17
<br /> N d - 124 Ln + � 4,675- SF Lo 5,225± SF
<br /> L=8.85' ; _ � 4,675- SF �
<br /> y 123 Lo 4,675± SF 74.84' N
<br /> 5,405± SF 55'
<br /> 9Lo Co
<br /> 55
<br /> 0 35¢ 132Co 1 55' 55' 52.25' 61.92' 95
<br /> 4 8,134± SF n 55' 55' 52.25' 52.25'
<br /> 3 209 Lo 55' 52.25' 52.25
<br /> 6,160± SF C) 67.42' 52.25' 52.25' Co
<br /> 52.25' 45+ N 5 225 SF
<br /> 1 14 4,968_ SF n V) uy ,n
<br /> 8=84' - N N 47.34' - 115 `o + co Co N
<br /> L=5.90' ,n 117 116 000 4,441± SF CO 4,441- SF
<br /> Co 85.22' 85' - 4,441± SF 1 95' CB SYMBOL LEGEND
<br /> Ln 119 w 118 4,441± SF
<br /> C.
<br /> 4,441± SF
<br /> N 122 Lo 121 � 120 4,441± SF
<br /> ti l� r) 4,348± SF Co 4,441± SF 4,441± SF 55
<br /> C\j133 Lu � 52.25' 52.25' CB 19
<br /> 0 4 68078 SF Ln 4,675± SF in 52.25' NEW VTOM1501. oESCRISTIoN
<br /> Lo 52.25' Lo 5,225± SF L
<br /> � � � � 52.25' N su STORM DRAIN MANHOLE
<br /> 80' 52.25' 52.25' �!
<br /> 1 52.25' STREET f� -� �� 1 95' 1 z� }r= STORM DRAIN LINE
<br /> B 1 85.22' 85 54' 55'
<br /> CB
<br /> CB __ CB
<br /> D CB `° 207 134 - SS N N ��' �= STORM DRAIN CATCH BASIN
<br /> S5 � 4,701± SF �n 4,675± SF fr �� 55 20
<br /> SANITARY SEWER
<br /> ,n 52.3' � 5 225± SF 'n
<br /> 9 18 5S 52 3' 52.3' r' `n SS SANITARY SEWER MANHOLE
<br /> C13 86.46' 85' CB 52 3, 52.3' 52.3' 52.3' 456 1 95' 1
<br /> 52.3' � WATER
<br /> 55' I _ 113 `o 4,380± SF L FIRE SERVICE
<br /> 206 135 - 110 111 Lo 4,445? SF Lo 4,445± SF 0° °D Q CLEAN OUT
<br /> 4,956± SF �, 4,675± SF - - 109 + °D 4,445± SF 21 Co 24'EMERGENCY VEHICLE ACCESS PRIVATE ACCESS
<br /> � Lo ,`nn 108 � + 4,445- SF Ln 5 225± SF rn ------
<br /> Lo 4.445- SF Un L0 PUBLIC UTILITY, STORM DRAIN AD INSPECTION EAtEMENT
<br /> + 1 105 n 106 Lo 107 Co 4,445± SF Ln
<br /> 1 r•� 4,445± SF 48.08' p Cn
<br /> 5.001± SF CO 4,445± SF 52.3' N
<br /> 92.71 ' 85' 'n 52.3' 110'
<br /> C:) a 95'
<br /> 52 3' 52.3' 61 .92'
<br /> 52.3' 52.5' 52.45'
<br /> 205 52.3' 52.3' 52,5, 52.5'
<br /> 5 099± SFul 136 52.3' 52.5' u') 5,222 SF rn 1
<br /> � 4,675± SF D 1 62.66' 52.5' 52.5' 95 CC\j 54 Lo 22 Ln
<br /> 47.34' 52.5' 96 -
<br /> 97 Lo 4,458± SF m 4,969± SF 0 T
<br /> F--
<br /> 92.71 85' 99 Loo 98 4,462 SF 4,462 SF L� 9510=50'
<br /> 100 OD 4,462 SF W
<br /> ' SCALE: 1°=50'
<br /> 102 in 101 00 4,462 SFCo -�
<br /> v 104 Lo 4 4623 S F m 4,462 SF CD 4,462 SF
<br /> 165' 4,348 SF 52.5' 55' 23
<br /> 204 137 N 1 m 52.5' 52.5' Lo 5,225± SF Ln
<br /> 5 994± SF 52 5' 52.5' $p C B C
<br /> � 6,765± SF , �
<br /> - (o 52.5' 52.5'
<br /> 55' 52.5' J SS 95'
<br /> It 11111
<br /> CD 70.13' L=2258 L=64.89' 20.3' S� W - a
<br /> d v"'
<br /> SD CB � � � - � 24 - f
<br /> C L- 52.57' 55' Lo 5,225± SF L
<br /> CB qT w STREET
<br /> _ "''S 52.55' 52.55'
<br /> SS 52.55'
<br /> CD - r 52.55' � 95'
<br /> v CB 52.55'
<br /> CB R=1027' CB 52.55' 94 cO
<br /> 1 52 551 _ 92 ,n 93 `o 4,380± SF Co
<br /> 15.4 S5' -
<br /> 70, 13' L=22.58 L=69.75' 91 Co 4,466± SF 0D 4,468± SF
<br /> 89 � 90 Co 4,466± SF �! 25
<br /> 54' 87 88 w 4,466± SF m 4,466± SF � 5,225± SF Lo
<br /> + CB
<br /> 0 138 - - 86 n 4,466± SF 4,466± SF
<br /> 203 `� 5,299± SF �; co 85 4,466± SF CO 48.08' 0
<br /> 3 5,564± SF � ca 5,000± SF 52.57' N 95'
<br /> Co 52.55' N
<br /> 3f 52.55' 52.55' 52.79' 61 .92' Krzy MAP
<br /> o CL' 1 92.71 ' 85' 52.55 52.55' 52.55' 52.73' 52.73' I
<br /> v 52.55' 52.73' 26 _
<br /> W (n 202 N 62466 52 73' 52.73' 52.73' 76 75 Co Ln 5,225± SF � SD
<br /> 52.73' r'
<br /> -- 5,099± SF 4,6759 SF N N 47.3 _ 78 77 Lo 4,487± SF 0o 4,969_ SF � -
<br /> CD 1 81 �n 80 � 4,482± SF 0D 4,482± SF Lo 79 LOCO 4,482± SF 95' }� t;
<br /> v i N Co 4,482± SF I
<br /> 92.71 85 _ 83 82 4,482± SF VARIES VARIES. t,S" LEIN.
<br /> I- Co 84 nm 4,482± SF CO 4,482_ SF -5' t.s'
<br /> 4'MIN 1 S
<br /> N W 4,349± SF 52.79' S5' 27 12'MAX ` s' S r aa'
<br /> W 52.73' uo 5,225± SF n Cn TYRE a CURB
<br /> 50.73' CB C f uERT,CAL CURB &APRT
<br /> 201 140 - 52.73' 52.73' Q ` & TZR CROSS SL
<br /> v � 5,0P9± SF � 4,675± SF Lo r 52.73' 52 7: _ SS 95' IV i
<br /> 65' S5, 52.73' STREET M
<br /> Q 1 I CLASS t MULTI-
<br /> 1 1 USE HIKE PAIH CURB DRAIN PAVEMENT SECTION
<br /> W R/W 4"(TV) CL
<br /> 92.71LLJ
<br /> 85' CB CB C) (TYPICAL &0 ADJACENT TO RESIDENTIAL DEVELOPMENT)
<br /> ,� '� � SS 2a o
<br /> 200 52.77' 55' Lo 5,225± SF Lo ---
<br /> WEST SIDE
<br /> ul 5,099± SF en 141 uo SS 52.8' 52.8' S4'
<br /> rn to 4,675± SF in 52.8' 52.8' 1 95' 1
<br /> ss
<br /> 1 CB 52.8'
<br /> 52.8' 74 �
<br /> 52.8' _ Ln 4,380± SF
<br /> 0 92.71 ' 85' 55' 71 -n 72 `nm 4,485± SF 00 o _ !�
<br /> 29
<br /> 69 'n 70 Co 4 488± SF o 4,4 SF Lo 5 225 SF L I CUR B "AL CURB i
<br /> inn 68 �� n �oo.. cc,OD
<br /> 4,488± SF i CURB 3c APROir R CUTTER r
<br /> --I'
<br /> CL�ISS I MOLD-1-4 J
<br /> 64' TO 84' I PA\UENT SECTION V USE BIKE PATH 1
<br /> 32• TO 42' i 32' TO d7' l CURB CRAI
<br /> Z I 2 CL 4- (TV) R/Yr
<br /> VARIES 6• ZO' 20' E' 'J.4RIE5 I 54'
<br /> (TYPICAL WHEN ADJACENT TO COWERCIAL DEVELOPMENT)
<br /> , 2'MIN 2�MIN
<br /> r ?'Si��EWALK & CURB-� �? 27 -�?' SIDEWALK&CURB EAST SIDE
<br /> r � i
<br /> � �- OR ROLL ,S ARTERIAL STREET SECTION
<br /> TYPE CURB, CUTTER ' DE ANZA BOULEVARD
<br /> PA4ElfEhTSC ETON f I�
<br /> R/A I 27 CROSS SLOPE 29;CROSS SLOPEI I
<br /> CL R/W r--- �-
<br /> VERP.CAL CURB, GUTTER--/ �f\•CURB DRAIN \� �
<br /> AN[` SIDEWALK (TYPi 4"(TYP) Pv1EMENT SEC'(IONI
<br /> R,W CA R/W
<br /> ATTACHED STREET SECTION TYPE II-ATTACHED SIDEWALK
<br /> REVISION DATE: 02/05/21, 03/10/21 & 03/22/21
<br /> COLLECTOR STREET SECTION RESIDENTIAL STREET COLLECTOR JN. 19.040
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