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1$-3. 42."082.82
<br /> I I I
<br /> APN . 205- 070 - 018
<br /> 81.51
<br /> !
<br /> I PROPERTY LINE LIMIT OF ORCHARD I CA:800-642-2444
<br /> treln
<br /> 81
<br /> . W5 �r. ., ,� :. 1303.99' I
<br /> - - - - = �� • f". 2. QEF r0
<br /> --
<br /> e1. _T_ _____ - ____ :Ir: - P
<br /> ,tea EX
<br /> / - _ -
<br /> P
<br /> L__.._ ........ _ _ .,.__._ EX. PP EX. P - _ - 82.87
<br /> X82.24 82.13
<br /> 82.06
<br /> s-;;`; ,:;+ Jr {c;4 81,41�r 82.70
<br /> Q
<br /> u• 82.02 81.56
<br /> 81.48 8 2.2f' 81.12 +811,46 81.98 82.68 V
<br /> +:. 81.70 8,.84 +':: 81.62 81.72 I U
<br /> s 81.31 ++ EX. WELL I I !
<br /> 811 8 i S
<br /> i � 1 i f
<br /> 8125 ! 81.41 +. I I 82.74
<br /> +; +81.44 81.55 I �
<br /> +81`.53
<br /> I ,. .82.74
<br /> EX. SHED EX. WELL 82 74.26' I 82.75 Q ....
<br /> I 7 ::.. 82.93
<br /> EX. 1200 GAL.
<br /> 1
<br /> 6 I I
<br /> ;P0
<br /> ��ND SERN�G
<br /> !� SEPTIC TABNIK 6, i a2 6 1182.83 182.83
<br /> 8 8983 91
<br /> EX. MASONRY FENCE e2.5o EX. DRIVEWAY
<br /> 82.51
<br /> +81.59 I
<br /> 00 2 82: 0 1
<br /> � 82.56
<br /> 1 I 82 82 1I EX. CONCRETE
<br /> ! I PROPERTY LINE I g2 �z. l I I DRIVWAY
<br /> Ld
<br /> +81.80
<br /> � .37 82.34 I
<br /> 81.64 EX. LEACH LINES 12.46' II
<br /> 0' 50' 100' 150' + az:58 �I
<br /> x1.21 12.80'
<br /> • .3 I
<br /> Q 2.28 I
<br /> 1
<br /> 25.55' I
<br /> +81.48 II �I
<br /> I. I EX. CONCRETE
<br /> $2,$6
<br /> l I� DRIVEWAY SCALE: 1 -50'
<br /> APPROACHED
<br /> EX. PP .7 82 2.6C
<br /> 11 EX. DRIVEWAY
<br /> 81.97 82.8
<br /> 01
<br /> 81.37 I
<br /> cnc: +11.27 + ' +
<br /> SZ ..l 81.+3 i 81.28 +BL 52 +81.59 +81.41
<br /> 9
<br /> 81.13
<br /> 80.79 rrc; (9I I \
<br /> 81.4 I
<br /> li EX. PP
<br /> 2.1 70'
<br /> I
<br /> EX. DRIVEWAY
<br /> o
<br /> I
<br /> 82.40
<br /> 1 I i APN . 205 - 070 - 020 82.41 8253187. '
<br /> I 0
<br /> 0 0 ! # 50' STRIP I
<br /> CD } DEEDED TO STANISLUS WATER COMPANY,
<br /> 0 VOL.118, PAGE 119, SSJID
<br /> ) CV II EX. RIGHT OF WAY 0
<br /> 1l ►� 00
<br /> f � I
<br /> o
<br /> I I �
<br /> I 1.!
<br /> N WESTERLY LINE OF THE a2.6 +a T' 3�. az45 0
<br /> EASTERLY 70 OF THE S Ig2 SECTION LINE N
<br /> $2.09
<br /> PROPERTY PER THE GRANT II
<br /> 80.63 0 6 81.82 81.43 +81`.52 +81.68 +81.58 +,_
<br /> DEED 2006-156494 70'
<br /> n II 81.72 + $
<br /> 81.73 81.69+ 1 Z
<br /> I I-_ 20'
<br /> I
<br /> 817
<br /> I ! 82.59 51.95 83, "5!183,02
<br /> I I _ EX. FENCE 82. 6 +
<br /> EX. PP NOTE :
<br /> O�NCURRENT
<br /> I I ! BENCHMARK: DESCRIBED BY NATIONAL GEODETIC SURVEY
<br /> ! 1963 BRASS ON CONCRETE POST Z 957, 91 FEET
<br /> I ! ! II SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION
<br /> OF CARROLTON ROAD, 79 FEET SOUTH OF THE CENTER LINE
<br /> it OF THE HIGHWAY, ELEVATION = 84.60 NAVD88.
<br /> I f 81.15
<br /> 82.96 '_81'4'I 83 83.62
<br /> ! I EXIST. 36"0 IRR. VENT
<br /> EXIST. DITCH AITCH EX. IRR. !'IPE EX. IRR. BOX Ex. IRR. sox LEGEND
<br /> --1 __+81- - aJ�3
<br /> - - - 2.36 ! c
<br /> 81.90 .78
<br /> I 81.s - ��.�; ad.ss`' -- - EXISTING HOUSE
<br /> 0 - -+.:__: - �_ - L_ '"F , -,ae-.. .�, 1a-4 - -�� 81.40 r - __ +80.70- --+81.33E
<br /> - _ 81.F35 81.70 - , 3.4 $2.4 81.77 � �"�; - .:i,, :' 8237 -�-__ a 8085 82.2281.82 "* --' +r+rx - -+.. .--.�r+se- 83.50__ - 82.57f �� :t4 .d-3 _- 80.92 -"+` 82 47+ 80.77 81,10 81.17 81.56 8'1.78 83.45 82.81 83.35 84 X31. 80.7 ez.7 EXISTING PAVEMENT
<br /> �__._82.48 -._�82.54- - 8y2. 1 "--f=u� - - --X89:.68 _+8 �' F- - � _ � - -a+- - - - -aF, 1.682 80.54 _ - _ 82.63 8;: + . + 3 & EX. PIP 82 _�.. - . 82.65 +.,._ ,.,;:_, _4 IZR $2.4 I 8233 -I-` 2.33 _ +, .. ..__ EX. PP X. PP
<br /> ., 83.16 ,
<br /> • 83.7 83.89 83.
<br /> 2.37 82 57 1.- +....., 8 +82,81 +..._60
<br /> ..,.
<br /> 22
<br /> h� � - --� IRS IRi� -
<br /> IRF1_ �r:r I R RR Imo' IRR' � - + .
<br /> $ _. u - _ I -- IRR
<br /> l n 80. 5
<br /> RR I I� IRR RR - 81ZR -t RI�� I + I R
<br /> 90.b080.72 RRF��Rsi RR R I
<br /> 3:
<br /> 81.Q81` ,, • \/• F R 80.68 IRR I +,:. 83.77 83:82 & C(�
<br /> 1� �,rr ,• 80.66 IR s
<br /> 80.22 9.9,81.56 8 .06 h✓ , .,., 1303.52 $D.58 80.79 80:69 \ 83.49
<br /> E ROAD
<br /> X RT
<br /> 3 39
<br /> `k DIRT a � a , m
<br /> I
<br /> PROPERTY LINE TOP TOE EX. 9 3.5s $3 •o f
<br /> +SosoEX. PP EX. HOUSE 11
<br /> axi
<br /> m4i
<br /> 0 EX. SHED PIPES ILIMIT OF ORCHARD EX. DRIVEWAY 83.64 Q
<br /> LIMIT OF ORCHARD
<br /> 83.70 I a NM 20208
<br /> I � APN .: 205 - 070 - 02283:89
<br /> 1196.78 TO )EX. PP
<br /> SOUTH LINE rF,,
<br /> I83.87 83.55 OF SECTION 341 I Q
<br /> EX. HOUSE
<br /> I L I I
<br /> EX. FENCE
<br /> TOPO & DEMOLITION PLAN _ Z
<br /> z
<br /> The design, planning and engineering
<br /> data contained in this plan are the sde R E V I S 1 0 N S DATE 08/Iq/oa
<br /> property of R. B. Welty & Associates, Inc. PROPOSED
<br /> JOB NO. 781G5
<br /> and shall not be used, copied n dap - No. DESCRIPTION BY DATE DR Nye CHAPEL
<br /> licated in part or in whole by any other I G I!W THE EX.5EPTIG TANK AND L.t.Ar-H FIM-P LIW-5 FM TfE EX. 9%5E {� p_Qgq{ CK ■ ■ INC.ICIVIUSTRUCTURAL E SHEETperson, Corporation or Company without - --• ---------- WELTY & ,
<br /> the written permission of R. B. Welty do APPROVED " PATRICK CHURCH
<br /> Associates, Inc. This drawing is not to -----�--�-- P.O. BOX 1724 (MAILING ADDRESS)
<br /> w... .. . _w.: FELIX J. REICHMUTH SE 2090, C 20208 4
<br /> ro used for , sealed
<br /> an until it is app- J- 521 13th STREET (LOCATION) MODESTO, CALIFORNIA 95353 - 1724 (209) 526-1515 JUSTIN W. CAPP SE 4813, C 61393 SAINT PATRICK'S ROMAN CATHOLIC 8 APOSTOLIC CHURCH C3 dJ°
<br /> raved, signed, sealed and dated. 17495 S. CARROLTON RD. SAN JO
<br /> AQUIN COUNTY, CA of
<br />
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