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BOUNDARY & TOPO SURVEY MAP
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<br /> 21, T • AT PAff J54 SW JMW CO&W AUM AND BE ME PMY SCALE.• 1"=20' SHEET 1 OF 1 JULY 2015
<br /> 1"14° Kir too mr; ndw rim rw awmw ar rAqmm Am Ksimy Aw SHOUP LAND SU NG, CEMENTS, CALIFORNIA
<br /> ROWM TO AW A01H LAW Or RC LAW OF CNWES CA11610. AS COMM M MV BY AW ABOW DEM TO A PON ON DC r r OF Ift DOW
<br /> 418' r rO A POW Ar Ykaw ' ?DMH 118.95'
<br /> AW AMIN L SDMH RIM EL: 11&13 SDMH RIM EL: l 1&95
<br /> EXaPANG OVUM AW LAWS COMM TO AW COY OF ESCA104 A 1 r 12" NORTHWEST INV 115..33' SSMH RIM EL: 118.14' 10" SOUTHWEST INV 114.75'
<br /> COMAW r 12" NORTHEAST INV 114.86' 6" NORTH INV 112.64' 12" WEST INV 114.25' 11q
<br /> 1, AMWNf Ad 01MM4. DEWTW AS PARM 14M 1• CONIAMM 297 SO&OW ACM NOW OF LESS AND PARM 14&W CONNOW J276 12M 46MM 12" EAST INV 11475' 6" SOUTH INV 112.58' 10" NORTHWEST INV 114.25' C 118.52'
<br /> " , " TC 11886'- •08.42' LILLMN ST
<br /> ®1 6 WEST INV 112 57 12 EAST INV 11419 C 11862'•-\x r pa 5
<br /> AFN sDRH r 1813' " , WS
<br /> EC 118.84' EP 11829' 6 EAST INV 11246 -WS 118.66'
<br /> PC 118.76' SSMH 11814' R'
<br /> 5"DC 118.87' TC 119.26' SSA9H 198.81' Q O
<br /> Ell?118 FP 118.32' rC t 1924° SHOUP LAND SURVEYING Q
<br /> rc 118.83° ®� TC 11925' WALTER JOHN SHOUP, PLS
<br /> AU MY CERMW FECE OR PARM OF LAW 9MOV IN AW COY OF EB r EC f 119. ' -18.82 EECI rp8r 07�� FL r r rc3r 1820' �G EP 118 i6 a CLP.EMEN S,OX CA 95227 s�,�j�, � COUGAR ST � YOSEMITE AVE
<br /> C 119.J P, 117.96' �G® CRaSs, SSMH RIM EL:11£81/ 209) 333-1872 -N yi�•S• SITE o
<br /> s 4VW DMO BW AND E f 4 TC 118.47*- SP 6 WEST 1NV 11282 / �,�� V
<br /> C t J915' TC 920.72 G 19879 rC t 18
<br /> COWOM Ar r C S X 120.76' x EC 119.01' EP 91826' �� (R� a "
<br /> cRE 1S 0/ RIM EL: 118.06 8 NORTH INV 112.72* , 4a
<br /> _ " • TC 118.74' " e
<br /> SOW J3 OF SURW= Ar w r g A 51 rm w r, A r 17 x G cs. s' 6`DC 1188 EP 111,24;C - 0� rpt® - 1 T SOUTH INV 112 69 �®
<br /> 0 11 JON & ZONA NEY
<br /> r A - - r A r 1' 98.fi8 T J r 4 ; EB r r9..Ps'
<br /> C 118.99° G.9187 T 11g.7p FL 11846' \fit r 1 r ER r 11932' 2134 YOSEMITE AVE
<br /> 1 1 G 4"£G P2 33 BOL 11878' B L 918.78' TC 118.63 D! 11806' EP 918 J9' 12 n� EB 119.16'
<br /> w Q' EC'11881' ER J19.43' a ESCALON CA 95320
<br /> POW OF CIMAM OF A ® r o r, r r G 120.33 1 f 1874' E. 0' EP 118.33' AC WAY EB 119.18' H RIM EL: 119 23 VICINITY MAP
<br /> rC 120.72' EP 11853' r
<br /> POW or Kamm OF R6 xsDwxft ft9w AWN s w EC f 18.9B' 9.1. EC 118.7570"OC 118.66' BOL 118. TC 11$.49' WS 11886' Zis10 N®RTH /NV 112.53'
<br /> 11$9' 11991 EC rf9.OD t t i' EC 1 r9 rs' EB 1 r81� EC 118�q' WS 11896' NO SCALE
<br /> !C 119.3 C93 ` 11974' BOW 118.72` DL 118.5.7! ,9APNCS>:
<br /> 10 DC rrs �C.11918' P 11 s� 225-100-04 & 225-100-21
<br /> DSMW OF 82.M r 1 r r A 1211 r r G x 91 2.19.' DL 178.65' rBow 119,09'
<br /> C 118.95' •119.7 EEB J&8998@2(1` �;1
<br /> �-£C r 1 .9 �'EC .i 19.06' DL 119.88' TC 119.35' t BOW 119.40' FL t 18.7
<br /> 1 1 l r EC.-11 9.20 EC 119.90' 119. BOW 118.88' x WV 1 P 38' TC 119.17° I
<br /> P 11&90° ,
<br /> MY 27 1 r 1 - b OH'. OH OH JR 11961 B 1181 rC r a 118.34' s1cNaL 11930' PROJECT DESCRIPTION.
<br /> DE r 4, - x off 160.2 " EP 91886' 60. %d 19.46' OH off MAP EXISTING FEATURES AND VISIBLE UTILITIES
<br /> 18 DC 19 8 CP MA H
<br /> G r 19.04 TC 119.68` ICV.1 r9 32 9.78' PROJECT ADDRESS:
<br /> fC 119,55' .£P f 1$.34' t 18.85'. n i1 8"DC t 1891 �' �•� YS 1 9.57
<br /> 1 f 1
<br /> W. 1d r - r & A " r EP..r 1921.'•' TC 120.91' £P 118.72' TC 119.32'
<br /> PW KAW w . TC 12187' EP 120.42° OH 145.88' BOW t x867' \ 7C 119.25' BOW 19.0 1305 and 1329 SOUTH ESCALON AVE
<br /> � 4Mr, � EP rzao9' ,�. •
<br /> EP t 16, FCLOJ2028° .� Ft'1 ON (47.30' TC 11872' EP 1 t9.09'� BOW 1 9.;8° TC 119.38'
<br /> A E °°$1� r A
<br /> TC 120.12' Gas 120.77' 11C 5' W5�9P26'42"E c rr9. G PP9.22' ESCALON, CA
<br /> 2) AWR*R V AtOW DE ARC or SW afflK 8016H R=58.00 L=2.71 £P 1x901'
<br /> C", EP 120.x8' J 0 a " TC 119.03'
<br /> SWIMSr A l r 15WO" ra TC 120.8' 82.79' A=2 40 38 EP 119.13' 7 FL 118.97' WATER'
<br /> BDC 120.67' OH 13761' I RE� ERATION COMPRESSOR 119.14 t4 PUBLIC
<br /> ,�1F 314 P R26
<br /> 5 Y A E •10w r A r - • ,�k E
<br /> 1� 1� " R=5039.03 L=38.33
<br /> r WC A 48 r rl Sr4d�7" r, E���� a1$ ❑ HVA 1 $°d 12q'�9 AC YARD d=0°26,ty" USAGE DISPOSAL:
<br /> 119.28`
<br /> w �QR 12 LIC
<br /> xFWll EP 12004 -
<br /> 4) , 1,3' 1 r A l Y t w CpN� 1L 9 I STORM DRAINAGE:
<br /> KW AW l Y - l • w • A r l �� E 79 EP 11995' EP 11917' PUBLIC
<br /> Y , • 71 r T X20• 120• �p '2 C 11949' TC 11919' 11919
<br /> 0¢ x G ' FL 119.12' �$
<br /> ®1 1 Go�p C CONDENSER EGR 11974' TC 119.64'Aft ELECTRICITY
<br /> 155. BOW 119.97' CITY OF ESCALON
<br /> q$'(` FL 11$.27'
<br /> 0 6� ' ' 6 TC, 11-9.74' 50.91'
<br /> DJ 118.15' 0'� El /NGL BUILDINGPC 12 �� 129' EC 119.73' l t 11 41 __ TELEPHONE
<br /> 119' 12 ' G� EC 199.94' L 9:99.35 ,�5 OT VARI I AT&T
<br /> 4 BOW 120:00'
<br /> 1162 qqd� P EP 120.91' x E 8"DC 11993° 16 A�99
<br /> 11 124 5 40. - EC f 1$.91' DWS.199.3 FLOOD INFO'
<br /> x �� tb DENSER EGR 120.84 EP 12059' EC 119.70. THIS PROPERTY LIES WITHIN FLOOD ZONE X, "AREAS DETERMINED TO BE OUTSIDE THE 29'
<br /> Aq 16 AC PARKING 1sg$ SPC 0� 12C' ow` I Dc 118.16' ANNUAL CHANCE FLOODING", PER FEMA FIRM MAP 06077CO69F WITH AN EFFECTIVE DATE
<br /> TC t 18.74° 1q. 120 1 G • REFRIGERATI®N ®MPRESS®R BOW 12000' LP 119.68'
<br /> TC 11838' x PC 1 x PC x Pc AC 120.83`1 ❑ 1 EGR 11974'- rc 119.69' OF OCTOBER 16, 2009.
<br /> FL 11827' ---BOW 119.08° q 1 APN 225-100-21 C 199.59' 1
<br /> x G 0.23 ACRE a EP 119.J6'EP 111.38 �, 137 , 1 7 R=5039.03 L=57.92 c ir�35'
<br /> Ws 11870' r SPP 137 ��' x GI12q' d =003931" DIMENSION POINT
<br /> EP 119.30' EP, 1 12q�1 FOUND PROPERTY CORNER PER R.S. 35-90
<br /> DWS r 18.94' W t 19.25' � --- �� i
<br /> 119 L 119.30' q g8 ❑ BDC 6 5'S 121.91' 1 I WATER METER
<br /> G W 119.25' 12 ' EP 12x.04' EP 11945'
<br /> 119 9� �BOi 12055° BDC 120 76' Fdt!D°120.98' S"DC 920. C 1 f9 WATER VAL VE
<br /> �-G 119.42° 8 -EG 121.0-9..... FwD 1-91.01' N04'17'07"E'
<br /> X--a--G 120 00' S89°13'S7'�Y 1.65' R 119:32'
<br /> 118. FCL 920.84' _ TC 119.&. IRRIGATION CONTROL VALVE
<br /> £P 58' 1 RG sa' I . FCL 92098' EP P2096'..FCL 120.48'..., 7g82'SP�PANTECA OAKDALE-12001' g EB 11984'
<br /> EB 119.71
<br /> FL .51' ago G 11971' � rC 119 se BACK FLOW PREVENTER
<br /> 1896 6'- 129.27 EC 12019' �99 1q
<br /> FLP 52' LP 118.99' O £P 12059° EP 12060' SEP 12088-' �EJIW.37'92080' 10"DC f2026' l�19.5J 119
<br /> >s G 120.77° FCL 11994'
<br /> EP I DL g1p18.97' FS 7126 G 12062'-G 12053' G 120.02'x gp BOW 12028' TC 119.94' 9�' AR ST T 11994' UTILITY POLE
<br /> EB 99 . £C r952�41 EGR 12034' `-c 12065' 80C 119.91' Bbc 11979' EC 11013' DWS 1195 WS P O.rT' TRI
<br /> --'-BOW 119.48' 121� /,� EC 119.68` EGR 119.98'- EC 11986' AR Lr 120.22' ELECTRICAL BOX
<br /> EP 119.51' \ x G aX 119 EGR 19979' C PP9.10° EP 119.50' rs 1 .24' ELECTRICAL RISER
<br /> WS 118.99' c� BOW 119 55' \ FL JPg.47, .
<br /> £C 39° >.-"-C 119.55° \ \ SINGLE STORY EC 119.93° TC 11 .58
<br /> DWS 9x924 \\ 9g G t 19.64'-.� BRICK & WOOD BUILDING --" EC 119.64' ELECTRICAL METER
<br /> 12"DC 119.J4 \ 11q. C 120.121.10' 120,�33' ' LAMP POST
<br /> EC 11933°
<br /> YS 11934' EC 119.41' 1951' 12L26 A 6 fi
<br /> d�V t 19.39' �GR FOC 119.52 �`93h���-G 1 r9 62' i 1g 6 119 8 DL 119.72' SDMH RIM EL: 119.9p' TRAFFIC SIGNAL
<br /> EP, 11&83' C 119.7 q 91 1 7959° 1q q�' 8090 / ° ° j��5P'C a �Ils 1 ' 3O" NORTH INV 112 57' GAS METER
<br /> FLTc 1896' 2� x w rP r�s ° \ - - - - x G 1 - E EGR 9 9 931 36m SOUTH INV 11148'
<br /> yy FDC P1973'� FOC 11981' S SANITARY SEWER MANHOLE
<br /> 1
<br /> EP 119.78 C 121.06' C 919.79
<br /> x \ EGR 11984' C 121.08' _FOC 11977' rC 119.58'
<br /> C 120.41' EGR Pleas' ° " o DROP INLET CATCH BASIN
<br /> \ C 121.07' C 121.91' BDC 11981' N04 1707E 199
<br /> \ BRICK PLANTER FDC 11980' i TC 120.02' 1
<br /> TC .08' - C r tNO'
<br /> lq \\ C 120 42' FOC 119.82' 91.53 j' rL r 1s.51' ®"1 ® STORM DRAIN MANHOLE
<br /> C 119.84'
<br /> 1" i9 69' \ C 120.49' sP 35A1 4,420.20' ��? ,' v I SIGN POST
<br /> DWS 119.70' 19.69' ��� ' ' _ 0,25\\ 19 92 FOC 119.78' BSL 0.�� 12"DC (20.27 �!
<br /> �'►�' "DL 119.81 �� 12, g 1 Qc°8 �j-DWSr' Op BOLLARD
<br /> �o EP 92f' �6+ �4G BF%12043` 120•
<br /> 11q� WS 119.58' LP rP9.7� •� \ APN 225-100-04 / EC 12035' EVERGREEN TREE
<br /> - e ql5 19.76' `�� L119.69""
<br /> \ 801 tz0 O7' EC 12037` A2
<br /> FL 9.35' �`�! G 11989' \\ 0.39 ACRE 14911 WV 12035' -EP 119.69!° WS 120.25' 45 12
<br /> \ TC .82` O' �j 12030' \ InGI BOW 120.38' rC 12015'
<br /> ` G 120 34' V DECIDUOUS TREE
<br /> IT
<br /> EP J a` � •��.,12o.2s' \\ GRAVEL YARD ���
<br /> EC t . 6' \ i x 199 62 G 120 P7`-`x . . 1
<br /> LAj
<br /> 10" IZfl '' m \\ 3� o� CP SPLICE DL 12037EC ' SP RR X. 1202
<br /> EC 120. 10 oC 120.52 \ 129 _ - - ` � DRIP LINE
<br /> q 1 E 0.08' - R=49.21 L=12.51
<br /> 12 ' DL 120.49' 10
<br /> BOW 120.85' 414'J4'06"
<br /> ° " OW 270.65' 64.68'
<br /> 919.97' 12 d=14 34 06 EC 12072
<br /> x G COL 121.04' COL 920.67' /W W/D VARIE
<br /> COL 121.06° 1292 COL 120.56' 8"DC 120..9' PROPERTY LINE
<br /> e 1 COL 121.26' x G - -
<br /> SCALE. 1°°= 20' \ FWJ 12078' COL 12053' COL 120,54'r EDGE
<br /> x20.22° I - - - _ EDGE OF PAVEMENT
<br /> �� rCOL 120.19' -" EDGE OF GRAVEL ROAD
<br /> ® TC 12022'
<br /> 20.56' "Dc 121:8 S89°13'57"W RG 121102.89' x�--- flu,
<br /> Dc 1-90.43° °H OVERHEAD WIRE
<br /> �'. c 12273' 1 ❑ ❑
<br /> 0' 20' 40' EC 9.z`. !CV x21.11 _ - ` �C 121.74' �-cOt 120.23' 2"�. t�,07 WOOD FENCE
<br /> 121'42 G f 1'78 2"DC 12262' CHAINLINK FENCE
<br /> Ec 120 2"12 1211 5' 0 0
<br /> 2"DC 121.86° DL 121.00'
<br /> e ` LP 120.72
<br /> 121.47' > x G 121.92'lx EB 120.77 12fl 5q
<br /> e 10" 5` 121.38 ' 121.7J' OL r22.5S'7 21.17'-x
<br /> 121.63 COL 12237' 0 COL 122.67'
<br /> EC 121:P4 COL 122.67' WS 120.54' 1. FIELD SURVEY AND FIELD REVIEW COMPLETED 06/23/2015. THERE WAS ANOTHER FINAL FIELD
<br /> WS 120.65' x``EC 121.07' 11G1'42J14P DL 121.84' COL 122.58' BOL x20.57` AR Sr Lr x20.45'
<br /> 120.88g' OL .121.08 LCOL 122.62' BOW 121.05' REVIEW PERFORMED ON 0712812015 TO LOCATE USA UTILITY MARKINGS AND UTILITIES.
<br /> FL 120.54' SP BIKE LN 121.02` 4 Ra927M6 EB 120.62' WS 12040'
<br /> COL 122.36'
<br /> CERTIFICATION• �S',r e
<br /> TC 120$1° BOW 121.61' 80L 120.65' AR ST RP 12028' 2. THE ELEVATIONS ON THIS MAP ARE BASED ON NA VD 88, BENCHMARK: W 957, EL=113.0.
<br /> THIS MAP WAS BASED ON A FIELD SURVEY BY ME OR UNDER MY DIRECTION FOR GURPREET .� e 1219 EP 12116Q . . . BOW 121.19' C 120.1 E8 120.72' 3. THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON FOUND MONUMENTS ALONG ESCALON
<br /> EC 1,21.46' 2092' ES 120.73'
<br /> RANDHAWA, PERSHING HOLDINGS, INC.. FOR THE PURPOSE OF FUTURE SITE DESIGN AND FINALIZED '� 6 ES 12074' BELLOTA ROAD AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 35-90, SAN JOAOUIN COUTY
<br /> ECN12r.34' 1214 £. 121.14'BO 20 T7' 80L 920.69' RECORDS
<br /> ON 07/28/2015 BY SHOUP LAND SURVEY/NG. `i �'� a Cl f21.48' goy LP x2'•10' y EP 120.33' ► 4. THIS SURVEY IS BASED UPON A TITLE REPORT PREPARED BY CHICAGO TITLE COMPANY, TITLE
<br /> LA/y�S £arc ii 1.oa' BDL 1100. j2o rcLJ2o61' ORDER NO. FSST-TO15002145, DATED MAY 19, 2015.
<br /> nn ,, EB 120.86'
<br /> ' 6,30- rC 12030
<br /> WALTER JOHN SHOUP, PLS <v �� EP 1207x' _ _ RS 35-90 5. THERE ARE NO EASEMENTS DISCLOSED IN THE TITLE REPORT AND NO PRIVATE EASEMENTS ARE
<br /> o e Fc .120 62'. . TC x20.34' SHOWN ON THE RECORD OF SURVEY 35-90 THAT COVER THIS PROPERTY.
<br /> SHOUP LAND SURVEYING TC 120.72'
<br /> PC 120.13. L FL 120.39'
<br /> WALTER JOHN SHOUP On 121.40' EP 12041'
<br /> No. 7736
<br /> Exp. 12/31/15 16Q
<br /> %P ��- e �06 I
<br /> q�F OE CA``i�QL� e `
<br /> 07/29/2015
<br /> 150MSV DWG
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