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BOUNDARY / PROPERTY LINES DESCRIPTION LINE NUMBER LENGTH: BEARING: NOTES: PROJECT NOTES : r` o 401 .62' S 78°37' 57" E SW IRRIGATION PIPE LINE LENGTH � N 396.01' 5 80°15' 10" E 5W RIVER BANK BOUNDARY PL { 1> EXISTING WOOD BARN. Q a i v Lv Q 360.00' 5 87°27' 20- E 5 RIVER BANK BOUNDARY PL < 2> EASMENT FOR IRRIGATION PIPE FROM RIVER LEVEE TO PARCEL A AND PART OF < 23> EXISTING BELOW GRADE CONCRETE IRRIGATION PIPE LINE. ® 255.00' N 68°39'25' E 5E RIVER BANK BOUNDARY PL PARCEL A; ENCLOSED AREA • 0.27 ACRES; 33 ' WIDE STRIP ALONG EASET LINE s < 24> FEED DELIVERY TRUCK/TRAILER DRIVEWAY. 264.00' N 56°07' 45" E 5E RIVER BANK BOUNDARY PL AND LEVEE STRIP ALONG OLD RIVER TO IRRIGATION PUMP. F(D 345.00' N 41 '35' 30" E 5E RIVER BANK BOUNDARY PL < 3> EXISTING IRRIGATION DITCH. < 25> PROPOSED NEW WATER WELL & SUBMERSIBLE PUMP FOR PF.OP05ED LAYHOUSES SITE PLAN -0 AND RANCH PACKING/CPLD STORAGE/STORAGE BUILDING. Application #,P 213.31' N 33'24' 35" E E RIVER BANK BOUNDARY PL < 4>' CHICKEN EGG PRODUCTION LAYHOUSE: 64 . 83 'x431 'METAL BUILDING STRUCTION, 0 213.31' N 33°24' 35" E E RIVER BANK BOUNDARY PL TYPE IIN; RIDGE HEIGHT= 21' +/-; 180, 000 MAX. BIRD POPULATION; PLUS < 26> Received By On d () 530.00' N 29°45' 30" E E RIVER BANK BOUNDARY PL EGG COLLECTOR SYSTEM; MANURE COLLECTION SYSTEM; FEED TANKS AND SUPPLY < 27> PROPOSED FUTURE LOCATION OF NEW SEPTIC TANK & LEACH FIELD SYSTEM FOR �. SYSTEM; STANDBY GENERATORS; START WITH ONE HOUSE ANIS CONSTRUCT A NEW RNACH PACKING/COLD STORAGE/STORAGE BUILDING. (SEE FOLLOWING NOTE) 327.63' N 22'57' 45' E E RIVER BANK BOUNDARY PL TOTAL OF 6 OVER APPROX. 10 YEARS MINIMUM. 55.60' S 57'23' 40" E S EASEMENT ACCESS BOUNDARY 1 1 < 5> CHICKEN EGG RANCH PACKING, COLD STORAGE, AND EQUIPMENT/ "THIS PROPOSED CENTER RANCH SERVICE BUILDING STRUCTURE, FUTURE REMAINING 39.46' 5 43°48' 00' E 5 EASEMENT ACCE55 BOUNDARY Q PROPOSED EGG LAYER HOUSES, OR APPLICABLE SEPTIC SYSTEM IS NOT PART OF w P STORAGE; 1311x201' METAL BUILDING STRUCTION, TYPE IIN; RIDGE HEIGHT- THIS PERMIT. CONTACT SAN JOAQUIN COUNTY PLANNING °p 22.50' S 43°48' 00" E 5 EASEMENT ACCE55 BOUNDARY 21 ' +/-; PLUS EGG COLLECTOR SYSTEM; MAIN ELECTRICAL SERVICE; STANDBY /BUILDING DEPARTMENT I R INFORMATION AND REGULATION REGARDING THE ADDITION OF ANOTHER GENERATORS; RANCH PACKINGS SYSTEM; ESTIMATED BUILDING CONSTRUCTION �' r 505.00' S 30'38' 00" E W EASEMENT ACCESS BOUNDARY APPROX. 8+ YEARS MINIMUM. ADDITIONAL IMPROVEMENTS ON THIS PROPERTY. ONCE THEIR APPROVAL HAS BEEN m ® 405.89' 5 19'58' 10' W W EASEMENT ACCESS BOUNDARY OBTAINED A SEPARATE BUILDING PERMIT WILL NEED TO BE OBTAINED INCLUDING THE APPLICABLE CON IUCTION 'UMENTS, " o Q® 137, 00' N 20'56' 25" W SE PROPERTY BOUNDARY EXISTING ABOVE GRADE CONCRETE IRRIGATION DITCH LINE. 0 v761 .48' N 20°56' 25' W 5E PROPERTY BOUNDARY < 7> PARCEL C, WHICH HAS 3 RESIDENCES (W/ APPROX. LOCATIONS) AND IS OWNED < 28> PROPOSED ELECTRICAL POWER POLE FOR POWER SOURCE FOR NEW METER/SERVICE. CM 757. 16' 5 20°56'25" E EW EASEMENT ACCE55 BOUNDARY BY APPLICANT, a 0 3,400 sq.ft. +/-; : b @ 1,600 sq.ft. +/-; C C 800 < 29> ACCESS ROAD FOR EMPLOYEE PARKING AREA & TRUCK/TRAILER SUPPLY DELIVERY Q 807.53' 5 12'37' 05 W sq.ft. +/- (TURN OF 19th CENTURY RANCH HOUSE) , AND EGG PICK-UP. " EW EASEMENT ACCESS BOUNDARY ® 804.21' N 12°37' 05" E SE PROPERTY BOUNDARY < 8> THE RIVER LEVEE HAS PERPETUAL RIGHTS OF WAY AND EASEMENTS HELD BY THEI r r-+ ® 201 .99' N 12°37' 05" E EAST PROPERTY BOUNDARY SACRAMENTO & SAN JOAQUIN DRAINAGE DISTRICT. r ® 880.00' N 12°37' 05" E EAST PROPERTY BOUNDARY < 10> TYPICAL BUILDING MANURE REMOVAL BY CONVEYOR, INSTALLED IN CONCRETE ® 594,30' N 29'44' 30' W EAST PROPERTY BOUNDARY LINED TRENCH/RACEWAY WITH METAL PLATE COVER, RUN TO MANURE 141130 ° 3PE � o 1753.80' N 05°48' 45" W EAST PROPERTY BOUNDARY STORAGE/DRYING AREA BETWEEN BLDGS. #1 & #2 . 1033' -6" i I V ® 710.25' N 88'45' 00' W EAST PROPERTY BOUNDARY < 11> TYPICAL BUILDING EGG COL..6CTOR BELT SYSTEM FROM EACH LAYHOUSE TO I 45' 64.8' 60' 64.8' 275' 64.8' 100' 64.8' 60' 64.8' 60' 64.8' 45' N • NE BOUNDARY PROPERTY LINE RANCH PACKING BUILDING; ELEVATE OPPERATING COLLECTOR BETWEEN I 709.94' N 88'45' 00 W LAYHOUSES TO CLEAR PROPOSED EQUIPMENT OPPERATING UNDER CONVEYOR AS I 2339.92' S 01'17'30* W NAT UNDINE BQAD--U BOUNDARY PROPERTY LINE DETERMINED BY THE RANCH OWNER; AND THEN ELEVATE CONVEYOR WITHIN THE O 970.60' S O1 °17' 30" W WEST NORTH PROPERTY BOUNDARY MANURE COLLECTION AREA TO EAVE HEIGHT OF LAYHOUSES BETWEEN #1 & #2 . � <21> 158.30' W WEST PROPERTY BOUNDARY < 1.25 DEPRESSED CONCRETE DOCK AND TRUCK RAMP FOR TWO TRUCK BAYS. <27>I =a1> ® 2084.39' 5 01' 17' 30' W WEST SOOTH PROPERTY BOUNDARY << _� 25. 10' 5 01 ° 17' 30" W W PROPERTY LINE @ PRIVATE RD. < 13> AC PAVED AREA FOR EMPLOYEE PARKING. I I <{ice I 370.82' 5 01 ° 17' 30' W W PROPERTY LINE @ PARCEL C < 14> EXISTING CONCRETE LINED IRRIGATION DITCH. I o G 271 .63' S 01 ' 17' 30' W SOUTH WEST PROPERTY BOUNDARY 7 0 ' 130' 6 0 < 15> MANURE COLLECTION & DRYING AREA: METAL ROOF STRUCTURE BETWEEN a _ < j4 ^ 339.74' S 86°05' 00" W N PROPERTY LINE @ PARCEL C LAYHOUSES #1 & #2 ; ROOF TO HAVE A 50" min. OPENING CLEARANCE ABOVE � � ^� I �, h N c � I 401 .66' N 01 °17' 30' E E PROPERTY LINE @ PARCEL C EAC:i SIDE LAYHOUSE ROOF SHEATHING; OPEN END WALLS, OVER 100'x430 ' I v I v A 1z0, M 338.34' S 88°42' 30' E S PROPERTY LINE @ PARCEL C CONCRETE SLAB W/ LAYHOUSE ROOF RAINWATER DRAINAGE GUTTERS; W/ 0 1 <2( v Q Y� a 337.28' S 86'05' 00 W RV NORTH 0 A N 0 BUILDINGS #1 & #2 EXHAUST BLOWERS BLOWING OVER MANURE TO ASSIST IN rrj � � <�1 Wtv � 212. 14' 5 84'44' 00' W P U HT AR A AR L N 0 DRYING. Ct I v J M v I 212.32' S $4'44' 00" W NORTH EAST BOUNaARY LINE OF < 17> EXISTING GRADE 10 ft. CbNTOUR LINE PER LATHROP U.S.G.S. I N 1 LU 4>xo i N d W m t EXISTING 25' WIDE ACCE c ,.,J •� CL R=100' A=82°33' L-144.08' CENTERLINE OF PRIVATE RD CURVE < lgy EXISTING GRADE 5 ft. CONTOUR LINE PER LATHROP U.$,G.S. I v N ROAp II�ELENT�Y �' - °D �o CHORD: t. 46 J PAVED 300 ' m o • a [L R=100' A=$2'33' L=144.08' 5T (TANGENT 7.77') I FROM UNDINE ROAD) T THE o•v d J 1349.28' N 02° 11' 00" E SOUTH CENTEP < 19> EXISTING 24" dia. CONCRETE IRRIGATION PIPE, R f I - �G SOUTH POINT. ® 600.00• N 02' 11' 00" E SOUTH NOR PRIVATE C N ERLtNE aF 25' < 20> EXISTING DRAIN DITCH. tii ® 483.95' N 02°11' 00" E NORTH MID. SECTION CENTERLINE OF 25'WIDE <2B>'' co <21> - P < 21> RAISED COMPACTED & COMPACTED GRAVELED EARTHEN PAD; MIN. HEIGHT ABOVE _ <21> <24> - - - M N 2981 .00' N 01 '58' 30" E y 1VAT ROAD EXISTING GRADE TO BE 24" WITH DECREASING TERRACES REFLECTING SLOPE OF 4� 669.26' 5 88'45' 00" E WA5T E/1l BOUNADA Y LINE BETWEEN EXISTING GRADE. ® 1028.05' S 88'45' 00* E U A N PARC L A I PAR B < "22> EXISTING IRRIGATION DITCH TO BE COVERED AT THIS LOCATION AND RUN IN 33.66' S 88'45, 00" E NO H ROAD DUN A Y LINE (! EASMENT NEW BELOW GRADE PIPE RUN UNDER ROAD, I T EP L A 111 A A IRRIGATION PIPE/DITCH 107.00' 5 01 ° 17' 30' W S/u CORNER BOUNDARY LINE 0 IRRIG. PIPE I _T PROP- IINF AT RIVER LEVEE I 3yOA 1b Ln 14 1033' -6" 2 a O I 45' 64.8' 60' ,SI.E' 275' 64.8' lOC' 641,8' 60' 64.6' 40' 64,6' 45' � \ \ l J I <21 <2E> <21> I <IO I I <27 <10> <21> /<17> `,\ ,LJ \ ° I 70' 130' 0. r� .. f \ z 1J0 . 303 ACRES - � r Q < v v v v oda O Q I N (Z I <21 < ' • ' 5 �L © ° o ^ i+'121> ' r (r p..l \dy L R O z LJ a I o A f � �" at � r r� Ln O <22 # CU jcc RA 1 08 , 881 ACRES �`�� 1 Q RA 21 _- 2 � O 4> <21> 1 1 Z I Ln 1EXISTING 25' WIDE ACCESS _ 1 ROAD (RECENTLY PAVED FROM <I4 - - 1�' � I O r I I UNDINE ROAD) TO THIS POINT. >11 Z O X11 f au �+' o °° a1 1^ I 3> V CO `S II '........ . . . . .... le> ®1'1 �17> U 0 c U-, <3 > . LU 7 . � ' W G _j o - <7> ^ O�' I = l v ac w LLJ _j ® � a LLJ z� o pQUJ � � 4 aA � ® Q �ii1G� 400 �] o pG°� OdGC� � ® C� � C� G°3 � G°� 400G� o ,� ,! rj N � j N ' , W 1 ) EXISTING SITE AREA = 239. 18 ACRES PROP05ED INITIALLY TWO EGG LAYHOU5ES AND ROOF COVERED & ' (DCONCRETE SLAB MANURE DRYING/STORAGE AREA: THEN PHASED 3 . 00 ACRES O 2) CONSTRUCTION TYPE = IIN CONSTRUCTION OF THE REMAINING 4 EGG LAYHOUSES, AND RANCH O PACKING & COLD STORAGE BUILDING; EGG COLLECTION CROSS 3) OCCUPANCY TYPE = F2 CONVEYOR BETWEEN LAYHOUSES AND RANCH PACKING BUILDING; AND LAYHOUSE MANURE REMOVAL CROSS CONVEYOR TO 4) EXISTING GROSS BLDG. AREA (EXCEPT FOR RESIDENCES) = 6.966 sq. ft . COLLECTION/DRYING AREA; A NEW TRUCK/TRAILER OUTGOING DOCK AND A NEW TRUCK/TRAILER DELIVERY DOCK AT 5) PROPOSED NEW PHASED BUILDING ADDITIONS = 240,007 sq. ft. RANCH PACKING BUILDING, AND EMPLOYEE PARKING AREA. ( 6) GRO55 TOTAL PROP05ED STRUCTURE AREA = 246,973 sq. ft. P R O P O S E D # 2 SHEET: 1 REQUIRED CLEARANCE AROUND STRUCTURES = 60' min, R E V I S E D '1 1 / 2 9 / O 6 8) LEVEE APPROX. ELEVATION: 21' W/ FLOOD LEVEL @ 7' 9) PROPOSED NEW CONSTRUCTION WITHIN PARCEL A ONLY, AND PR E NO CONSTRUCTION PROPOSED FOR PARCEL B OR PARCEL C. OF nn n ��nn II��--��--�tt��/��r��--11�� /�/�'�+t�5 n� /� S I T E RATE: 12/05 L� ® � Q � a � UV � L".1Lf✓ � � � � 11�1 � � U UVL' !r,] � P L A PROJ.NO: 05103 N SCALE: 1 '-250' DATE: 01/11/2006