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(SEE SHEET 2 FOR CARTER ROAD
<br /> PLAN & PROFILE) '. RAW
<br /> CARTER ROAD 60Fd. 5/8 Rebor of Nth 1/4
<br /> Corner Per (R2)
<br /> f
<br /> S 89'45'00" E 2649.34' (M) - �-'f� ',.
<br /> - - - 156,9a
<br /> --- - - - _ S 89'46'17'_' E
<br /> 12- 20' 1290 " R1�(T` EAt4, .77 ----._._.
<br /> _ 30' R/W
<br /> 6' HIGH CHAIN LINK FEN bin a I I 1159.3
<br /> Fd. 5/8" Rebar of - _ •.,
<br /> N.E. Corner of - 1621 6 `-Fd. 3/4" Galy. Iron Pipe,
<br /> Parcel 1, per (R2) w 162. I g
<br /> 156.4 156,8 - Flush with round, at the
<br /> 70 0 I I w _ I N.E. Corner per PM--6--87
<br /> o (15) Bushes of
<br /> m 157.3 105' 7.2 c I I
<br /> N o I I � I LEGAL DESCRIPTI ❑ Ni
<br /> o { a
<br /> Dock n (4) TREES
<br /> s9.o 27,410 SIF ^ O "GRAVEL AREA' o j 160.80 0
<br /> (� I CO I PARCEL A AS SHOWN AND DESIGNATED ON THAT
<br /> 100' 155.4 0. i w
<br /> o #20 0 CERTAIN PARCEL MAP FILED IN THE OFFICE OF
<br /> N Dock Ram H z
<br /> .ri----
<br /> 154.2-1
<br /> 80' w I THE COUNTY RECORDER OF SAN JOAQUIN COUNTY,
<br /> r; �� t ' I CALIFORNIA, ON JULY 27, 1978 IN VOLUME 6 OF
<br /> �� Y PARCEL MAPS, AT PAGE 87.
<br /> Septic z iQ l
<br /> O ^
<br /> Tanks 80' 0 z I TOGETHER WITH THE RIGHT TO DRAIN IRRIGATION
<br /> D� sm 57.3 = I16a.o WATERS SOUTHERLY TO A POND LOCATED AT THE
<br /> 1 1
<br /> Fuel T1 00 Gal. M __ I NORTHWEST CORNER OF PARCEL B OF SAID PARCEL
<br /> 0 L TANK � z MAP AS PER THE WRITTEN AGREEMENT DATED
<br /> (Elev.-Portable) - ¢ -O z
<br /> z _ 154.1--f161.9 I� I I C JULY 21, 1978 BETWEEN HASHEM NARAGHI AND
<br /> J Kl_EINFFLD FARMS,
<br /> O 1535 r` 1
<br /> z 21;490 SF \
<br /> r-
<br /> #1 g
<br /> LLJ
<br /> LLJ 163.0 164.4
<br /> 153.5 i5a.a I � BENCHMARK,
<br /> 1 0 I Q
<br /> o j 3-1/2" U.S.G S. BRASS DISC AT THE N.E. CORNER
<br /> OF TOWER, 100' NORTHWEST OF POWER`STATION,
<br /> ,Q
<br /> 153.7 .
<br /> 153.0 F77771:�:
<br /> r
<br /> { y AP . 250 EASTERLY OF COMETA ROAD (SPRR),
<br /> o 0 1 O I ONTHESOUTH SIDE OF DODDS ROAD, STAMPED 1
<br /> .. .. 153.7 -
<br /> r' r' p "BM C960" - ELEVATION = 136.660
<br /> .152.9 ;;.o o. O� / I
<br /> I
<br /> N _ III \ NOTES:
<br /> 1540
<br /> 52:1 \ 1. REFER TO THE FARMINGTON QUAD MAP, AND
<br /> , . I
<br /> #�.7 21;470' SF" 45°6' 46' SHEET 2 OF 44 OF THE STANISLAUS COUNTY
<br /> w rr 162.4 163.2 16,30 }� 166.a I MASTER STORM DRAINAGE MAP (NOLTE-1976)
<br /> 152.6 o I II FOR THE TOPOGRAPHY OF THE ADJOINING AREAS.
<br /> [p 00 152.74 v`ri `d _ _ `�°
<br /> �. 15320 .� Y ..
<br /> o I 2. SEE AERIAL PHOTOS DATED 10-14-1981 (OID)
<br /> CD
<br /> g ` 1ET6.£r 60' 1 6'.6 I' 16 159 \ I
<br /> 3. SEE PRELIMINARY TITLE REPORT, DATED NOV. 18,
<br /> (Slab 3,012 1 \ 1992 BY NORTH AMERICAN TITLE COMPANY FOR
<br /> #3 EASMENT AND TITLE INFORMATION (209)473-2918.
<br /> Cn In
<br /> 166,9 I-- } 16 ,9
<br /> an 18"Tree a
<br /> 18"Mulberry I I I=1 4. SEE SITE CLEANUP REPORT, DATED JAN. 23,
<br /> 1617 1 9.21 70.q w 1992 BY ED CHILDERS, ENGINEER (916) 723-7645. I
<br /> 28'x54' � I Iw
<br /> l�Us9 I ISI 5. THE (2) SUBMERSIBLE PUMPS AND THE
<br /> Jara e 169.4 170.01 oA I ELECTRICAL PANELS AND CONTROLS HAVE THE
<br /> Conc. Slab w/ 169.8 �' 17J..o I I I NAMEPLATE OF I.J. LARSEN PUMPS, LOCATED AT
<br /> Twin -''Z. Tanks c 161 .91 II \\ 509 TUI_LY ROAD, MODESTO, CA-
<br /> &' 10h, PUMP n \
<br /> (SEE NOTE 5) 15'x20' 169.5 I
<br /> "OPEN FIELD" o I '
<br /> (FORMERLY d
<br /> I
<br /> (LEVEL AREA) 2-M081LEHOMES) �'
<br /> m 162.7 vo 1 L Barbed Wire Fence
<br /> 169.1 X69.5= y-- I
<br /> 0 16'x12' SHED °
<br /> 0 168.3 �8 D16 '1 125 KVA STAND-BY GENERATOR
<br /> 1,000 `�al. Pres: TANK
<br /> ✓ I I 148° Irrig. Standpipe
<br /> 15Ht -Submersible PUMP
<br /> (SEE NOTE 5) I �`
<br /> EXISTING BUILDINGS:
<br /> 1 165.2 I
<br /> BLDG . # PROPOSED USE Sq , Ft, HEIGHT
<br /> a eu40 80 80o --
<br /> 01 1 y65 - ICD 1 LAY HOUSE 10, 150 26 '
<br /> scnt> : p1 ` 18' RCP "DITCH" __ - -- 1 0 2 LAY HOUSE 10, 150 26 '
<br /> cn cv C\ ULVERT ---- ---- 16a.10 i �I� 3 SHOP 3, 012 24 '
<br /> 1 u - 1 00 ------Top of Bank oar 4 RESIDENCE 1 , 404 20 '
<br /> " 15917
<br /> Fd. 5 8 Resor, 15 4662 at N.E.Corner 18" RCP 160.5 32 320 SF N V)16 5 PUMP HOUSE 92 12 '
<br /> 60.02 , I° 6 LAY HOUSE 32,320 2B '
<br /> / 8" STEEL STANDPIPE #1 I � 7 LAY HOU E 32,320 28 ' i'
<br /> O C4
<br /> of Parcel 2, Per PM-17-157 (R2) CU.LVERT 0I _ S
<br /> 519 II 8 SHED 605 20
<br /> ON!
<br /> 9 BROODER HOUSE 10, 125 26 '
<br /> t
<br /> s I ,
<br /> U
<br /> CDw, I Q 10 BREEDER HOUSE 10, 160 26
<br /> I 32,320 "SF p 58.74
<br /> x z 111 #7 �I, 11 BROODER HOUSE 1 0, 160 26 ' \
<br /> 2 U 0 075 °26
<br /> 9 15 .6 I 1 BROODER HU SE 1 �� ,
<br /> - --- --
<br /> 7.5H p I 3 LAY HOUSE 32,?75 28 '
<br /> Pump 5� t 1549 8 ❑
<br /> , # 605
<br /> 57.4 1 'D I 14 LAY HOUSE 32,?_75 28 '
<br /> 155,4 1159 0_ 15 LAY HOUSE 19,600 26 '
<br /> ® #9 10,125 SIF 1 16 LAY HOUSE 19, 600 26 '
<br /> 2a5 151 1.1 " " 1154.2 I 17 LAY HOUSE 21 , 470 3D '
<br /> Pond A
<br /> 47,500 SIF 1 a 10,160 SF 18 LAY HOUSE 21 , 490 30 '
<br /> 1534 SF `�1 1 p=149.4 ')', 53 # I 19 LAY HOUSE 21 , 490 30 '
<br /> boo1' r * f
<br /> ,� �v 5x7' box 1153.3 I 20 OFFICE 2,800 30 '
<br /> - w/15"Pipes 10,160 SF O
<br /> 1519 , , 1525 # 20 PROCESSING PLANT 2 1D 0
<br /> °ROC 4,6 3
<br /> `t\� Volve 1115 .2
<br /> \ Waterman > -
<br /> 6Qo 151.78 #1210,075 SF
<br /> \ . v K! 1�- 1519. - --- - 1S/ 9 -�
<br /> 1516 � ��r11 11 / V '`� - -5'XT " 1
<br /> Pe t v�. W �I
<br /> 150.8j15019 FI_
<br /> 'S. Ditch FLiD
<br /> j
<br /> 1533 � '�(yioi ' 152 . __ .`* ,-•- --_ IS I 158.?_
<br /> -„RPS I
<br /> - � 92a {: �\ 52,7 � I I}�� ¢
<br /> g3 • �� 1!!
<br /> t
<br /> "LOW AREA" I ala
<br /> ` o
<br /> w � ss.7 Pond "C" o
<br /> 92,000 SFI~ I
<br /> m
<br /> (50.9 15 3.6I V=147.5 I " .
<br /> �
<br /> o # � 32,25 ,� Pond �,B„ \� 1 53.8 153.7 EXISTING PONDS; (Minimum
<br /> Q n 75 SF I 2" Freeboard)
<br /> 32.2 95,000 SF 2.9 ' �; I
<br /> _ 0=145.4 II
<br /> U 26 i POND # DESCRIPTION Sq. Ft : High Water
<br /> O 1 1504 I A Northerly POND 47,500 150.8
<br /> Valve
<br /> j pP� Drams to B
<br /> 5070 150, yF" 154.6
<br /> 151.1 ,� 151]0- °�\�e�V .153A
<br /> 150.4 rss 1515 I B Southerly POND 95,000 149.8
<br /> Drains to South
<br /> \' t Na aghi Pond
<br /> 1 �
<br /> 15
<br /> ( 1 C Easterly POND 92,000 �O.9
<br /> 14554
<br /> v I
<br /> s I i
<br /> 1 x
<br /> 1 j5� it I
<br /> Fd. 5/8" Iron Pin, No Tag
<br /> 0.66' Westerly of 1/16 Line
<br /> 140.18` _ N 89'49 W -
<br /> m
<br /> - - - - - - - - - - _ 142.68
<br /> I 1290.16.1290.070'77T)_ i �
<br /> x
<br /> I
<br /> -�1 ' '
<br /> SEE WRITTEN DRAINAGE Flush
<br /> 3/it Galy- Iron t pe,
<br /> i - r Flushw)th ground, at the .
<br /> -Fd. 5/8" Rebar, LS 4662 at S.E.Corner AGREEMENT BETWEEN " S.E. Corner per PM-6-87
<br /> of Parcel 2, Per PM-17-157 (R2) } 7.5 HP PUM NARAGHI & KLEINFELD "P'=.STURE LAND"
<br /> �I, (SEE NOTE #3)
<br /> ?-. -- ...............`.. 13 ,05
<br /> I I "POND"
<br /> =WATER ELEV (3 /1 /93)
<br /> i
<br /> COUNTY FILE No , SA#92-007'3 SHEET
<br /> SWILFE" ,
<br /> _
<br /> LITTON - TURNER ASSOC . � G FARMS
<br /> LAND SURVEYING - CIVIL ENGINEERING A , P No 807- 080- 04
<br /> 1433 LUCCHESI LANE 2319 RI❑ VERDE DRIVE
<br /> 30636 E , CARTER l ❑ R R ❑ AD DRAWN BY: GLENN DIETEL
<br /> MODESTO, CA 95351 RIVERBANK, CA 95367 CHECKED BY: J. TURNER
<br /> .. �` /� I n I �` n Q
<br /> Ph. C209) 578-2866 Ph, C209) 869-4867 ❑ J C I-1 L� ❑ I V ) 1_. A J 5 3 2- O SCALE.: 1 ,, = 100
<br /> OF 2
<br /> ENTERED APP 2 1 1993 `I
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