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Home My WebLink AboutCOM2001-00031 75' x 50' Building - BLD Plot / Site Plans - 4/5/2001 cam, N PHASE ONE OF LI CH T INDUSTRIAL DEVELOPMENT N T o o M LAYOUT PLAIN FOR A 75 ' x 50 ' BUI LOANS I- � FOR RAY ALLCH & MI CHAEL ALLEIN IN VERTICAL DATUM MEAN SEA LEVEL, NGVD 1929 = NW 1/4, NW 1 4 W CITY OF SHEL TON �N / _ o \ SECTION 12, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. ] Q CD ( O m \ 271.89 271.50 z � � 0 Fl-1 271.66 .52 W F/A � 271.75 2 �7 X - � Gs �D,Q 271.88 ` T F SCALE. 1"-30' -, 0 /�E 0 15 30 60 F Z 270.33 z rl � � X271.54 Cp GS 71.64FTI V /� O 4 \ P s 6' CONCRETE SLAB APRON X�272,2 270.74 20. /Q BUILDING FOOT PRINT 75 x 50 I RE 270.64 F O �/ CONCRETE SLAB FLOOR 75' x 24' 270.46-- _ _ ROOF DRAIN ROOF DRAIN - ,A - -- /�\ - 6" DIAM.- PVC - - - -- -- - - 4.' DIAM, PVC - - ---- -- - 70.33 SCHEDULE 80 SCHEDULE 80 X GS S\ C I.E. 268.61 I.E.269.12 50' 12� j� 1.65 70.1359 R 27 159" 24' LJ GW X27118 72.23 . �77 269.96 CATCH\ Sy US E 89 9 \ I R � TXPE 30 2. 70.68: 9.94 .55 RIM ELEV 21 2 X2713:1 E ED F \ LE. OUT 269.87 \ GS X 2 70% ` ,'g � \\� C � DFH5B/ op � p `� I o `'10 A o �\ I CATCH BASIN 3 - S \\ I TYPE 1 m X27:1.26 " .. 5g'• 9 .\�T GQq Q� \ I 271.09 RIM ELEV ED X 2 70.84 R I,E. CB #1 �' >�S� & #2 269,54 - 2� ED. ; 2 O ROOF DRAIN ROOF DRAIN 6 0' I.E. OUT 269.40 CO I.E. 268.25 �, L E, 268.75 80 j.FUTURE. FUTURE'.,-. : C o Tl BUILDINGS) :: ':. PARKING-.. X270.513.. � CATCH BASIN #2 v : ':SI.TE-..,: TYPE 30 ,M P \ F� o ,9 p1P Gs.,:: ..: c, T � \ RIM ELEV. 271.2 \ �, ,0•� Q ' Q ".' 1 E OUT 9 87 Rl u) O I STORM SEWER LINE,. ... .. FOR. OF I FjDJ�' `� QJ Lv O I I.E. 267.88 8 m j O I p9 2 ROOF DRAIN 5� .: ROOF i.E 69,1N - - 2✓AI ROOF DRAIN ...�. .:�.. .,: :�-:' ��•. �.�. . .LE.269,12:... (/7 �S LE. 266.61 u -0.009D t- 1, GRADE ROOF DRAIN ATCF7�p.SI 30 I•. Q 4" DIAM. PVC Q_ EXISTING CATCH BASIN APE 30 � IM ELEV. L29 i.' \\ .: LE.-OUT 269.. s SCHEDULE 80 RIM ELEV. 269,14 1. �� . . \ I.E. 268.39 Q NEW I.E. IN NORTH 268,30 4: z or� / �`\�O/q��o�c: a \\- :I.. 'CATCH BASIN ;/3 35' 13> ... C \. R/M ELEV.-2.1.09.:,: .2.70.2 ... Rq G e�. \� .1. try I:E.::C6 if1.'&';H2,26 GS::.: .. 00 DRAIN p I.E. OUT 269.40 =-_ t s 1 6 "DIAM. PVC I ROOF DRAIN 269 81 ROOF.DRAIN i. SCHE E 80 I.E. 268.25 I E;.268 75 : E 8°._ �7 ,` d7 icH�e`A�ira2: s�NE RP©E i I: n I.E. 26 7.50 X269.91 ELEVT 7-1. 7/7'6PM°°0 30 270 GS �l E,.,OU7 269 87> y �..I . BUILDING 1 BLOW UP Do :. .: / 4 . .:t.::, ::. :':... "-: NOT TO SCALE a �. �i :..o I . ROOF DRAIN I.E. 267.88 ✓.:.. .... �, \\.:.:}bg. i.:;J p I A Ow 0.0095/FT •GRADE r C C ' W `♦ - ROOF DR .. - . 1 E 268 39 REXISTING CATCH BASIN - -.;. . ® Z oo IT1 D y 26 .47 ti RIM ELE ,.269 14 r ® r r 3 /P a NEW LE, IN NORTH-268.3. _ C D m o O r f- v " . OF BUILDINOUTSIDE G DOWNSPOUT DOWNSPOUT FROM 0 G) m nC' X270.68 X TB R RAIN ~- I DOWNSPOUT FROM I �/ ROOF AND GUTTER Z � < m GS I. . 26750 X ROOF AND GUTTER /// O ol 0 0 -1 V VT1 5 DOWNSPOUT C7 Cn .�l O " DOWNSPOUT COLLECTOR CLEANOUT O m Z cn 34'x 13' x 3' DEEP ® ® 66'x 15' x 3' DEEP X 2 9.33 - CLEOANOUTOR - m G) +� POND FLOOR ED POND FLOOR FINISHED GRADE OF X26 X 9.47 SIDEWALK AN / R PAVING _� D A A GS ED FINISHED GRADE OF SID D O (CL �\ * C 268.43 269.63 SIDEWALK AND/OR PAVING n DFH5B/C 93 45 PVC ELBOW O [] X X269.47 45' PVC ELBOW N �609.47 :: :- .Ep. GS 45' PVC ELBOW G) HAMMERHEAD.- 45 PVC ELBOW O 45 PVC ELBOW X 69.41. 45• PVC ELBOW P rn DRAINS TOWARD X268.56 14: INFILTRATION POND DRAINS TOWARD 0 0 ED X268.7 00 INFILTRATION POND I- <O GWIRE Lo o z 268.70 90° SECTION VIEW X SECTION VIEW � ED W TYPICAL DETAIL OF TYPICAL DETAIL OF X2 269.41 ROOF DOWNSPOUT ROOF DOWNSPOUT \ E ED/C0 A01CONPAD * COLLECTOR AND CLEANOUT COLLECTOR AND CLEANOUT \ O \ SPILL V. 26 SEPARATOR O \ ;.RIME v. 2s9 so � � Z NOT TO SCALE NOT TO SCALE N � rn N X268,9 NW 26�.30 I C) 269,09 X 269.C 69.9® NEI N 269`94 X2 9.50 HOUSE I ORF�P I METAL FRAME AND GRATE NE E X 2 9.7 P E I I CATCH TOP ELEV. TYPE 1 RIM ELEV, 271.09 269 9 I I PVC CAP NW 270 32 SWH L _ _ ELEV, 270.50 c0 � Z - Z SE CATCH BASIN TYPE 30 � 02 tX20.78- O Z E WEL METAL FRAME AND GRATE Z Frl rn z 21 2 3 0 S/op ELEV, 271.29 FLOW FROM CB #1 & CB #2 Fri @ Rl 278.5�9 TTB TOE FLOW TO TRENCH I r C O � � � X GS \ 2�� -0.018'/FT -0.007'/FT O � Zn (� \ \ 0.67 / -- O 69.40 � U Frl � n ` E 269.79 / FLOW TO CB #3 4U DIAM, 2PVC PIPE I 70.66 SCHEDULE 80 IN I.E. 269.54 ;l zRl O ` sw _ -�� _ _ E / / -0.007' FT I 4" DIAM. PVC PIPE � y \ ` - - SCHEDULE 80 O 0 Z SPILL COLLECTOR OUT LE. 269.87 CB FLOOR !� � _ 275.92� \ 2 •�8 4" DIAM. PVC PIPE ELEV. 268.62 OPEN END OF PVC n Z D \ \ CB FLOOR 7� \\� \ \ \ \ / SCHEDULE 80 ELEV. 268.40 _0 � 0 = = T103 \ \ // Uo Z � m \ \ \ \ \ \ \ \ \ \ ELEV. 267,37 CB BOTTOM ELEV. 267.04+/- 1 CB BOTTOM ELEV. 268.29+/- \ \ \\ / SPILL CONTROL SEPARATOR ` \ CATCH BASIN TYPE 30 #1 &2 CATCH BASIN TYPE 1 -#3 NOT TO SCALE NOT TO SCALE \ I �t \ \ \ \ 279.98 ch \ \ \ \ (90 wNEW-WEE o t� a � / o r GS rn W 12 ' OZ �rri \ 293,19 �` �� \•� 4•�T O O 70j `s X / 31 8 \ �- \ #3 BAR ` I #3 BAR / i I I / O W - TB EACH EACH ` vP to n 1.,r1 �65 �_ CORNER j 13" { I I CORNER I I I Z z TB X31 O \ I 1 13r \ O 37 I I _ �B I Z m L - - - - \ _ _ 314.07 -- - _ #3 BAR Imo' #3 BAR I� TB i EACH I EACH I I SIDE I u Z � � � SIDE MIN. rri co rr, 314.84 21 S 87.47'59" E -- ' -- a, 203.50 DFH5B/CSECOR #3 BAR #3 BAR EACH 4 EACH 4 _ p O WAY WAY rl y y 1 X314.82 TYPE 30 CATCH BASIN TYPE I CATCH BASIN O GE 24" x 30" x 3E" HIGH 30" x 34" x 44" HIGH !?� (� NOT TO SCALE NOT TO SCALE \ LEGEND: �` 11 \ t-, VIA X 318.26 \ O= EXISTING WELL y o GS \ (D = PROPOSED WELL x _ \ = POWER POLE !� 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, = TELEPHONE PEDISTAL WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED, WIRE I� \ \ �P GUY POLE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE \ \ Z p = PROPOSED CATCH BASIN GREATER THAN 20". KNOCKOUTS SHALL HAVE (/) h'I = 18" CULVERT, UNLESS A WALL THICKNESS OF 2" MINIMUM TO 2-1/2" OTHERWISE NOTED THIS LAYOUT FOR BUILDING #1 OF THE PROPOSED LIGHT INDUSTRIAL DEVELOPMENT IS 3AXI THE MAXIMUMDEPTH FROM THE FINISHED E/P- = EDGE OF PAVING GRADE TO THE PIPE INVERT SHALL BE 5'. F - \ - G/L - = GAS LINE INTENDED TO COMPLEMENT AND SUPPLEMENT THE STORM WATER CONTROL/VEGETATION 4. FRAME AND FLANGE DOWN OR A ETMAY BE INSTALLED NST LLED WITH SECTION. \ -sHLDR - = SHOULDER PLANS PREPARED UNDER JOB NO. 99-28 FOR RAY AND MICHAEL ALLEN BY MAR-LEY L. 5. THE PRECAST BASE SECTION MAY HAVE A ACREAGE OF LOTS 1 c4C' 2, ROUADRDTEL0��:24DORHSTEEPER. E WALLS MAY BE SLOPED \ CALCULATED TO CENTERLINE YOUNG AND APPROVED BY MASON COUNTY IN JUKE OF 2000. 6. OPENING SHALL BE MEASURED AT THE TOP \ OF SPRING ROAD. OF THE PRECAST BASE UNIT.