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o' 200' 400' 600'
<br /> LEGEND
<br /> EXISTING GROUND ELEY.4T-ON '� 9,o W 00
<br /> X 4G�p �o6oy 132 080-43
<br /> COS BENCHMARK 191 (NAVD88 DATUM) z4N,,oV C0 '�
<br /> - --- - RIDGE E�
<br /> MAP NO, s0-10 OR" '� -v 1
<br /> A p N 132 w�� RU�� ��. R'17
<br /> ----- LIMIT OF CONSTRUCTION N A 40 D Q
<br /> A.p• O_0� si•c°'
<br /> 132-D6 PE �l
<br /> �--ir- FENCING p w ESSIp4
<br /> ---F- DIRECTION OF ONE-WAY AISLE A 060 OS ,17 p '` t)!
<br /> O� 3AY
<br /> 2 D Ru�G. N0• R !� 10UR
<br /> EXISTING WATER & SIZE y A p N. G� a? 40 Wf Cp• pw L f dO�Q COIN o U, la 69.890
<br /> A.P•N _06 -060' c� pER � g3` ::..:...r� Fir ZONE z, -�� � �p �
<br /> EXPIRES s-3o 20 �
<br /> - - ----- EXISTING WATER VALVE -060 132-060'05
<br /> 32 " 2043 i� DROP Coy,
<br /> 132 ti 0049 E (2.fOf A ' ,K sr 'sem `p ���, '� yqT CJ�'�r ��
<br /> SD PROPOSED STORM DR4IN & DIRECTION OF FLOW APPROXIMATE EX. WELL SITE - -o
<br /> rte° 'S 1 T eN _ -.____ �� ��, 'f0',��"�o `o�y C rAL1
<br /> T NANCE HOLE GUARD SHACK (12' X 12) �% E �"` a : sc� C)1
<br /> R! ['
<br /> OUH PROPOSED MAINE N• - Oft aE a - '
<br /> p.p _09 ;. .:... ;t �7 (E! Z960''C04s *� _ \ �-DI PROPOSED DRAIN INLET 2_060 �pP _ !"9_ ` G
<br /> p•N _16
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<br /> A p N _060 �� �� � 5► ., h �p� Q o4� -
<br /> r� �` ;=f -�'� `� - .LIMIT OF
<br /> T a A•P�0 19 w 1� r �� ' _ �[ E �� .r a5 a: IMPROVEMENTS .�"? C.O.S. BENCHMARK W z
<br /> C -
<br /> m 4 1320 f-, _ —� 25 r r _ r �Jl j, \ 191 (NAVDd88 DATUM) / o o
<br /> N o z .! Z r . .. ti_ ;' _�� ` r .,r J r _� 0! e• �'? \ 132-070-161 / J
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<br /> L 132 _ _ BSE �- ;..�� {; — r u}� r 'f,' SAN JOAOUIN U
<br /> A P70_05 \ \ t 16, pOu _ ;�.� r �� � ,. ./ i ''/ OR4IN40F DISTRICT
<br /> 132 O �� ! `�i.. _ % EASEMENT,
<br /> N p N, OR .3501-432
<br /> A.p' 0_02 A• X0_03 \ 9'
<br /> 2 13Z_07 132.0 9 697.0
<br /> '10
<br /> - \ OQ,4g"!r � , r
<br /> s SiT
<br /> o LIMIT OF �,•-.v;D. ���' r � r,•'
<br /> ` IMPROVEMENTS —” _ pi
<br /> \ BASIN FENCING
<br /> 100 YEAR ,,�, \ )2'.48, P,qj , �' e��.� �.x, � ! ,, ' K h
<br /> `o FLOOD CONTOUR y uv
<br /> gyp` + RE7FM10N B y AN 0/ o
<br /> N34 54'58"E 104.72'
<br /> "40 qA -r irONE I f/I _y... \ rj�a�'� a, j •ti/ f 'r �� �• _
<br /> � (EL 29)
<br /> FEMA M�4P NO. 06077CO46OF ,t
<br /> X, ,p: EX. P,G•&E. POLE LINE STORM WATER BASIN
<br /> ',k FEMA MAP NO \ ` �BBS EASEMENT, OR 381-306 1 RETENTION VOLUME. 200f AC-FT �.��; �- ! 1 0
<br /> o� 060770046OF ��; BOTTOM AREA' 12.2 AC-FT
<br /> w
<br /> 47 TOP AREA' 19.6.1 AC-IT ;
<br /> OF
<br /> EX TOP
<br /> \ �1 OF 1_c i/--E
<br /> o� �'ENTiQ.9 8'E.
<br /> L O4L/FOR2s>9 46. , f uMrr of
<br /> "RA0T/ON /MPROI/EMENTS
<br /> \ A.P,/y/ 132-070_19 R4/1 RO,q p ,h
<br /> „1c ,
<br /> \ A.P, 8
<br /> N. 132_070_1 m � � z
<br /> 7 -- LX Jal l" CII!i;7- IS'- / n w o
<br /> N 1.�2_O70
<br /> -12
<br /> Ln (Aw
<br /> o � i U � Lo
<br /> A.P.N. 132-070-09
<br /> 25' �� � p
<br /> PROPOSED 55' f 75' MAX- 75' MAX. 75' MAX. 75' MAX. 75' MAX. 75' MAX. 75' MAX. 75' MAX. 75' MAX. 83' MAX. TWD-WAY
<br /> FENCING BLOCK RIDGE RIDGE RIDGE RIDGE
<br /> WALL ® SLOPE SLOPE SL�PE� SLOPE SLOPE SLOP£ SLOPE S- L� ppE_ AISLE
<br /> — - - O � Lo
<br /> a PROPERTY LINE I O W
<br /> 25' 7W0-WAYAGf ~ i J
<br /> n STORM DRAIN STORM DRAIN U o W Q a
<br /> APPROXIMATE STORM DRAIN
<br /> EX. GROUND STORM DRAIN STORM DRAIN o o O mi
<br /> a
<br /> \-24"91 WITH 6" DEEP CONCRETE 0
<br /> RING AROUND PIPE (7YP.) W W
<br /> MAINTENANCE HOLE WITH STORM CQ
<br /> DRAIN FLOW/NG 0 RETENTION 845/N O Co '� CL
<br /> N az
<br /> E-4 LU
<br /> 78 WIDE (6-PACK)
<br /> N
<br /> AL1
<br /> T PROPOSED 75, , 21' W/DE (ONF-WAY AISLE) 83' MAX. W
<br /> N FENCING BLOCK 75 MAX. 75 MAX. 75 MAX 75' MAX. 75' MAX. 75' MAX. 75' MAX. 83' MAX. h 75 MAX
<br /> / 75 MAX.
<br /> 0 � 04 co
<br /> WALLco
<br /> ® '-
<br /> PROPERTY LINE 25' iWX(714V7 WAYAISLE) tO 3 h 4 4 05�X� � a
<br /> MH .a . r..
<br /> h a
<br /> m SD
<br /> 5D ate. r
<br /> .-_ . ..�-- f 0.5 W
<br /> a
<br /> A.P•N. 132-070-09 RIDGE RIDGE RIDGE RIDGE p
<br /> 5 t ^_h f E CONCRETE/ASPHALT ;�� CONCRETE/ASPHALT h SHEET
<br /> 21 WIDE (ONE-WAY AISL ) SURFACE DRAINAGE �,
<br /> SURFACE DRAINAGE
<br /> E
<br /> 7,9' WIDE (6-PACK)
<br /> MIM H4 OSUPE — PLAN & PROFILE HAR�DSC,APE — TYP/G4L DRAINAGE
<br /> SCALE (HORIlONTAL 1"=50) (VERTICAL 1"=5) SCALE.' 1"=20'
<br /> in
<br /> OF 3 SHEETS
<br />
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