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< 19> EXISTING 24" dia. CONCRETE IRRIGATION PIPE; RELOCATION OR IMPROVEMENTT y
<br /> BOUNDARY / PROPERTY LINES DESCRIPTION �f
<br /> FOR #3 LAYHOUSE TO BE DETERMINED WHEN THIS STRUCTURE IS TO BE '
<br /> CONSTRUCTED; AND APPROX. LINE OF OVERHEAD ELECTRICAL FEVISr[� "% `LINE TO t~ N ur
<br /> LINE NUMBER LENGTH: BEARING: NOTES: PROJECT N O T E S : IRRIGATION PUMP.
<br /> (57 401 .62' S 78'37' 57" E SW IRRIGATION PIPE LINE LENGTH < 1> EXISTING WOOD BARN. c 20> EXISTING DRAIN DITCH. Application � � o � ~ �
<br /> a v
<br /> 396.03 ' S 80' 15' 10" E SW RIVER BANK BOUNDARY PL < 2a EASMENT FOR IRRIGATION PIPE FROM RIVER LEVEE TO PARCEL A AND PART OF Received By ��
<br /> © 360.00' S 87'27' 20" E S RIVER BANK BOUNDARY PL PARCEL A; ENCLOSED AREA = 0.27 ACRES; 33 ' WIDE STRIP ALONG EASET LINE < 21> RAISED COMPACTED EARTEh AD; MIN. TIGHT ABOVE EXISTING GRADE TO BE us o O
<br /> Q 255.00' N 68°39' 25" E SE RIVER BANK BOUNDARY PL AND LEVEE STRIP ALONG OLD RIVER TO IRRIGATION PUMP .
<br /> 24" WITH DECREASING TERRACES REFLECTING SLOPE OF EXISTING GRADE
<br /> O 264.00' N 56°07' 45' E SE RIVER BANK BOUNDARY PL < 3> EXISTING IRRIGATION DITCH. < 22> EXISTING 24" dia. CONCRE'T'E IRRIGATION PI RELOCAQTION OR
<br /> IMPROVEMENT FOR #3 LAYHOUSE TO BE DETERMIN EN THIS STRUCTURE IS
<br /> ® 345.00' N 41'35'30" E 5E RIVER BANK BOUNDARY PL TO BE CONSTRUCTED.
<br /> < 4> CHICKEN EGG PRQDUCTION LAYHOUSE: 64 . 83 'x431 'METAL BUILDING STRUCTION,
<br /> 0 213,31' N 33'24' 35" E E RIVER BANK BOUNDARY PL TYPE IIN; RIDGE HEIGHT= 21' +/- ; 180, 000 MAX. BIRD POPULATION; PLUS < 23> EXISTING BELOW GRADE CONE- -TE `TION PIPE LINE.
<br /> ' N 33'24' 35" E EGG COLLECTOR SYSTEM; MANURE COLLECTION SYSTEM; FEED TANKS AND SUPPLY2 , \
<br /> 213.31 E RIVER BANK BOUNDARY PL �
<br /> ® SYSTEM; STANDBY GENERATORS; START WITH ONE HOUSE AND CONSTRUCT A < 24> TRUCK/TRAILER DRIVEWAY 90 ' TURNING RADIUS.
<br /> TOTAL OF 6 OVER APPROX. 10 YEARS MINIMUM. 1023',2- •_.- _•' •�\ •\
<br /> 530.DO' N 29'45' 30" E E RIVER BANK BOUNDARY PL �
<br /> 327.63' N 22°57' 45" E E RIVER BANK BOUNDARY PL <q _'• { f
<br /> 55.60' S 57'23' 40" E S EASEMENT ACCESS BOUNDARY < 5> CHICKEN EGG RANCH PACKING, COLD STORAGE, AND EQUIPMENT/SUPPLY �J
<br /> STORAGE; 131'x201' METAL BUILDING STRUCTION, TYPE IIN; RIDGE HEIGHT= 45' 61.8' 60' 648 6Q' 648' �
<br /> 39.46' 5 43'48' 00' E 5 EASEMENT ACCESS BOUNDARY 21 +/-; PLUS EGG COLLECTOR SYSTEM; MAIN ELECTRICAL SERVICE; STANDBY 275' °d
<br /> 22,50' S 43°48' 00' E 5 EASEMENT ACCE55 BOUNDARY Lu
<br /> GENERATORS; RANCH PACKINGS SYSTEM; ESTIMATED BUILDING CONSTRUCTION b4,8 ' �8' 60' 818' 71 ,\ ri
<br /> APPROX. 8+ YEARS MINIMUM.
<br /> ® 505.00' 5 30'38' 00" E W EASEMENT ACCESS BOUNDARY ~1
<br /> 405.89' S 19058' 10" W W EASEMENT ACCESS BOUNDARY < 6> EXISTING ABOVE GRADE CONCRETE IRRIGATION DITCH LINE. \S \ = Q
<br /> <20
<br /> ® 137.00' N 20'56' 25' W 5E PROPERTY BOUNDARY < 7> PARCEL C, WHICH HAS 3 RESIDENCES (W/ APPROX. LOCATIONS) AND IS OWNED <19 �,>
<br /> 761 .48' N 20'56' 25" W SE PROPERTY BOUNDARY BY APPLICANT, a ® 3,400 sq.ft. +/-; b 0 1, 600 sq. ft . +/- ; C @ 800
<br /> sq. ft. +/- (TURN OF 19th CENTURY RANCH HOUSE) .
<br /> © 757. 16' S 20'56' 25" E EW EASEMENT ACCE55 BOUNDARY \�� Ir \
<br /> ® 607,53' S 12'37' 05" W EW EASEMENT ACCESS BOUNDARY < 8> THE RIVER LEVEE HAS PERPETUAL RIGHTS OF WAY AND EASEMENTS HELD BY THE IS>
<br /> ® 604.21' N 12`37' 05' E 5E PROPERTY BOUNDARY SACRAMENTO & SAN JOAQUIN DRAINAGE DISTRICT.
<br /> ® 201 ,99' N 12°37' 05' E EAST PROPERTY BOUNDARY < 9> PROPOSED LINE OF FOLIAGE SCREENING: BLUE ITALIAN CYPRESS (CUPRESSUS
<br /> N 12'37' 05" E EAST PROPERTY BOUNDARY SEMPEREVIRENS 'GLAUCA11) ; MODERATELY FAST GROWING; SUN EXPOSURE A 70' 130' .60' `*
<br /> ® 880.00 " ACCEPTABLE; PLANT SPACING 4 ' -6 ' ; OR POPLAR OR OTHER SREENING FOLAGE A ^v v / �s OLD RI R O
<br /> ® 594,30' N 29'44' 30 W EAST PROPERTY BOUNDARY AS MAY BE SELECTED BY THE OWNER; AVERAGE HEIGHT -40 ' x 6 ' WIDTH; W/ v v
<br /> ^ 1 ' V
<br /> 1753.00' N 05'48' 45" W EAST PROPERTY BOUNDARY DRIP IRRIGATION AND RECOMMENDED FERTILIZATION TO ENSURE PROPER v .r / nq r12 `
<br /> N 8 '4 STARTING AND CONTINUED FOR PROPER GROWTH; OR POPLAR OR OTHER � � ' ' v v >r�
<br /> 710.25' 8 5 00 W EAST PROPERTY BOUNDARY SCREENING FOLIAGE AS MAY BE SELECTED BY THE OWNER. �
<br /> ® 709.94' N $$'45' OO" W NE BOUNDARY PROPERTY LINE �� ...1 Q 1 �� 1 LEVEE ELEV. = 21'
<br /> AT UNDINE ROAD
<br /> < 10> TYPICAL BUILDING MANURE REMOVAL BY CONVEYOR TO RESEVER CONTAINER FO 1 FLOOD LEVEL = 7'AT UNDINE ROAD O
<br /> ® NW BOUNDARY PROPERTY LINE � .� "�
<br /> 2339.92' S 01 ' 17' 30" W TRANSPORTING TO TEMPORARY MANURE STORAGE. 1
<br /> ® 970.80' S 01 ' 17' 30" W WEST NORTH PROPERTY BOUNDARY f 11 W
<br /> ® 158.30' S 01 ' 17' 30" W WEST PROPERTY BOUNDARY < 11> EGG COLLECTOR BELT SYSTEM FROM EACH LAYHOUSE TO RANCH PACKING
<br /> ® BUILDING. -
<br /> 2084.39' S 01 '17' 30" W WEST SOUTH PROPERTY BOUNDARY
<br /> 25. 10' S Ol ' 17' 30" W W PROPERTY LINE @ PRIVATE RD. < 12> DEPRESSED CONCRETE DOCK AND TRUCK RAMP FOR TWO TRUCK BAYS . ; N ! /� 11QJ
<br /> ® 370.82' 5 01 ° 17' 30" W W PROPERTY LINE @ PARCEL C
<br /> < 13> AC PAVED AREA FOR EMPLOYEE PARKING AND TRUCK MANUVERING,
<br /> ® 271 .63' 5 01 ' 17130' W SOUTH WEST PROPERTY BOUNDARY i v. : <9> 1
<br /> < 14> EXIS'T'ING CONCRETE LINED IRRIGATION DITCH.
<br /> ® 339.74' S 86°05100' W N PROPERTY LINE @ PARCEL C cz„
<br /> � I o r.
<br /> 401 .b6' N O1 ° 17' 30' E PROPERTY IN PARCEL < I5> APPROXIMATE LOCATION OF PROPOSED RELOCATION OF EXISTING OVERHEAR - �1y M cu
<br /> E LINE @ CE C
<br /> ELECTRICAL POWERLINES AND TELEPHONE LINES. -K N
<br /> M
<br /> 338.34' 5 88'42' 30" E 5 PROPERTY LINE @ PARCEL C - _ 4 <zU 1 x u+
<br /> wv o
<br /> 337.28' 5 86'05' 00' W NORTH
<br /> YATR BOUNDARY PAN OF < 16> MANURE STOAGE AREA WITH RAINWATER RUNOFF CONTAINMENT: TOTAL OF 6 _ !� 10
<br /> v ui ao
<br /> ® OU H A oUN Ry L[NE OF LAXHOUSES WILL DEVELOP 533 cu.yda. PER WEEK; MANURE TO BE STORED ON A ,'� '
<br /> 212. 14' 5 84'44' 00" W PRIVATE RA PAR SLOPING CONCRETE PAD (1/8"/FT. FALL - 5" DROP FROM NOR. to SOU. ) W/
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<br /> 4°44' 0' W NORTH EAST BOUNDARY LINE OF NAX. 10' high PILES; THE MANURE WILL BE STORED FOR A MAX. OF 6 �� r JM W
<br /> 212.32' S 8 0 PRIVATE P g � \� � > r � �ix�
<br /> " I E P LAN ` CO
<br /> ® CL R-100' A=82°33' L=144.0$' CENTERLINE OF PRIVATE RD CURVE months; THE BASE AND BERMS TO OF NATIVE SOIL WITH min. 1035 CLAY ADDED \ �
<br /> AND COMPACTED TO 90� W,/ MIN. TO A 12 min. DEPTH BEGINNING & � �~LLI��
<br /> ® CL R=100' A=82°33' L=144.0$' CHORD: 4 131.93, PERIMETER HEIGHT 24" ABOVE GRADE ELEVATION OF EXISTING INTERIOR l
<br /> ST (TANGENT 87.77' 7 , O
<br /> N 02't1' 00' E UH N L ROADWAY (APPROX. GRADE ELEVATION ON CENTERLINE OF UNDINE ROAD IS I A >
<br /> � o�•VaJ
<br /> ® 1349.28' 01
<br /> SOUTHPN H CENTERLINE OF 25 5.951 AT INTERSECTION OF' PRIVATE ROADWAY WITH SLOPE TO THE SOUTH e B L D G A R E A
<br /> ® 600.00' N 02' 11' 00" E w PRIVATE RA E/W GUTTER SLOPING TO STORAGE PIT) ; THEIR IS TO BE A 48" wide
<br /> ® NORTH MID, SECTION CENTERLINE OF 25' CONCRETE CULVERT RUNNING E/W ALONG THE PAD SOUTH EDGE DOWN FROM THE ' ti
<br /> 4$3.95' N 02 11' 00 E
<br /> WIDE PRIVATE A
<br /> f
<br /> 2981 .00' N 01 '56' 30" E CONCRETE SLAB FOR RAINWATER RUNOFF DRAINAGE TO STORAGE 8 ' DEEP PIT; /`17'
<br /> WIDE PRIVATE ROAD LINE OF 25- APPLICABLE SIZE CALCULATION - 195,000 ga1.STOARGE CAPACITY; RAINFALL f 4 f
<br /> S 88'45' 00' E WEST E/W BOUNDARY LINE BETWEEN r 2"/24 hr. REQUIRES 5:2, 800 gal. ; PIT RAINFALL CAPACITY WITHING SCALE: 1'-125'
<br /> 669.26'
<br /> ® PAR AbP- MANURE/PIT AREA = 3 .7 days. ; DETAILED CALCULATIONS AND CONSTRUCTION
<br /> ® 1028.05' S 88°45' 00" E A /W UN A Y LINE B WEN
<br /> PARCEL A & PARCEL B DETAILS WILL BE PROVIDED WITH THE PHASE 1 CONSTRUCTION DOCUMENTS .
<br /> ® 33.66' S $$"4S' 00' E NORTH E/W BOUNDARY LINE @ EASMENT
<br /> A ROADRR AT] NPIPE/DITCH
<br /> ® 107.00' 5 O1' 17' 30' W 5/W CORNER BOUNDARY LINE @ IRRIG. PIPE < 17> EXISTING GRADE 10 ft. CONTOUR LINE PER LATHROP U. .
<br /> < 1F> EXISTING GRADE 5 ft. CONTOUR LINE PER LATHROP U.S .G.S .
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<br /> 202' -5" i k r Gr \ O
<br /> 14.4' 0' I 1023•�2' �cjj �a \ V
<br /> 45' 64,8' 60' \
<br /> r 64.8' 80' 64.8' 60" 14'
<br /> ` 17> <24 10
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<br /> k'• ° i 130 . 303 ACRES _ <I9>~' . <24' �' a
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<br /> o GENERAL GRAD Si __j , v 70' 130' bb Q P CJ z
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<br /> 108 . 881 ACRES N ao
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<br /> r a+ m riFJ a+ rs r Z o '" n crrirn rw '� PROPOSED INITIALLY ONE EGG LAYHOU5E AND MANURE STOARGE AREA: 7 ACRES p C
<br /> " a ,� q �Iv.+p ,� T 11 EXISTING SITE AREA = 239. 18 ACRES THEN PHASED CONSTRUCTION OF THE REMAINING 5 EGG LAYHOUSES, AND 3 . 00 H C R E S O
<br /> w RANCH PACKING 8 COLD STOARGE BUILDING; CRO55 CONVEYOR O
<br /> A y r. s. ,r. �. �' 2 3 CONSTRUCTION TYPE = IIN I
<br /> ,a BETWEEN AND MANURE REMOVAL CONVEYORS FROM THE LAYER HOUSES:
<br /> A NEW TRUCK/TRAILER OUTGOING DOCK FROM CENTER BUILDING, AND
<br /> Sr. ° i 31 OCCUPANCY TYPE = F2 EMPLOYEE PARKING AREA.
<br /> 3.J.Co.S,rrvey •..Jlrr[,� C.Wil„ r d.1 ti ti
<br /> ^.: a 41 EX 15T 1 NG GRO55 BLDG. AREA (EXCEPT FOR RE51 DENCES) = 6,966
<br /> sq '
<br /> r, rf n rr i> i 51 PROPOSED NEW PHASED BUILDING ADDITIONS = 197,007 sq. ft.
<br /> N
<br /> 61 GRO55 TOTAL PROPOSED STRUCTURE AREA = 203,973 sq. ft ,
<br /> SHEET:
<br /> °`a � '� 71 REQUIRED CLEARANCE AROUND STRUCTURES LL 60' min. P R E L I M I N A R Y
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<br /> o r f 8) LEVEE APPROX. ELEVATION: 21 ' W/ FLOOD LEVEL @ 7'
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<br /> � �•�` PROPOSED
<br /> sem,+ 1pr�V'M CA
<br /> OF
<br /> �J Q DATE: 12/05
<br /> p p Q C o d o S ' T E P L A N PROJ.NO: 05103
<br /> dOC� Q4 � 0 �1 �] G� p NIQ � � � � � � f� Qp
<br /> SCALE: 1 "=250' DATE: 01/11/2006
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