Loading...
HomeMy WebLinkAboutConceptual Drainage Plan003CONCEPTUAL DRAINAGE PLAN FOR SINGH PLA T L 0 CATED IN THE N. W. 1/4, OF THE N. W. 1/4, OF SECTION 5, T 0 WNSHIP 22 NORTH, RANGE 5 EA ST, W.M. , KING COUNTY, WASHINGTON `p R =7 50' . 54 '42� 4 Ar -68. 7GRAVE SUR AC _ -- T- -- -- -- -- - - -- - - -------- - - - - - -- -.-- -- --- -- _- —� — C1� �•. : 39.7.........I'll- ...... y Tr'�' ............ . ....`.� ,:::::: :::::::: : ::::: .. .. :::::::C)C8 ' I I • ..'.'. ::.. =36 . S89' S' 16 .09 'E 1 ' g 2 I 1.... =3 0.0 rrl �' I I I 3 12 CO C IPA 06.87 I 70 0.2 f ,� �500 10 50 0. 0 5 60 �.; � C. FT. `�cp o s I I SQ. T. s . �' �,, —---� RAVE CA 5 75.1 f I �' �' T_ o� S ` RFAC Q. Fr i mod, 1:. �' Q-ACD \j 6, `396 00 N I� IE 99 CB w CB SC F -i 7IE 22 �- IE= �'• - :':': �t�'�:: �E_�5.. r �..�T: :�. .:: .:•.• .. CBI 4� D NA E SMT :..,.:._::.:: :. ::;;J, +.:.... ' ;:. :':'. : r R1 `�, r i I IL 322.1 :.:.:': 00 .10 `�94 SI EW LK'. I CUR & CU R �. :.::,.;:. ,....:...::: 17 o ci `.� 49. 1 40 8.57± Q. FT. S FT. 53 2.89 5 67. 6± 50 0.1 ± s-77 0) cv CONTROL STRUCTURE, DTL d- 282- 280 . i �88 RECR ATION TRACT g 5 00. 0 ± 70 6.99± co NOTES 1: CORRUGATED METAL PIPE ANCHOR ASSEMBLY TO BE PROVIDED FOR PIPE OUTLET. CONCEPTTTAL D 10 A INA 0 L-7 PLAN 2. THE SMOOTH COUPLING BAND SHALL BE USED IN COMBINATION WITH CONCRETE PIPE. 1" 3. CONCRETE PIPE WITHOUT BALL AND SPIGOT SHALL NOT BE INSTALLED ON GRADES IN EXCESS OF 20%. I ' _ 4 O L 4. THE FIRST ANCHOR SHAB_F INSTALLED ON THE FIRST SECTION OF THE LOWER END OF THE PIPE AND REMAINING ANCHORS EVENLY SPACED THROUGHOUT THE INSTALLATION. 5. IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LOWER END. OF THE PIPE THE FIRST PIPE ANCHOR MAY BE ELIMINATED. w 6. THE CMP IS USED, THE ANCHORS MAY BE ATTACHED TO THE COUPLING BANDS USED TO JOIN THE PIPE AS LONG AS THE SPECIFIED SPACING IS NOT EXCEEDED. 7. ALL PIPE ANCHORS SHALL BE SECURELY INSTALLED BEFORE BACKFILLING AROUND I THE PIPE. N N YI `';8 .1100 -ip- 0 N —' Sw 41 s t S �Ot hSt ,i), 90_ th&t m Dr 7 D D l 0.44 I SE 192ND ST & 102ND AVE SE, RENTON, WA VICINITY MAP Ill il� 0, E GRAPHIC SCALE 1 "=40' 40 0 40 LEGAL DESCRIPTION: PARCEL B: THE WEST 410 FEET OF THE SOUTH 660 FEET OF GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. BENCHMARK: SET WCOD STAKE ON SITE. ASSUMED ELEVATION OF 369.67 U.S. FEET D A T U_V: ASSUMED CON7'0 UR INTERVAL: 2.00 U.S. FEET ABB) ZP, MTIONS 6LC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PLO - PROPER IY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DECTOR CHECK VALVE S - SANITARY SEWER E DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK ' D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST H/C - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST L/S - LANDSCAPING IECEN1D.- DE'SC1'IPTION NE K r EXISTING STORM SEWER EX_ STORM 19 SANITARY SEWER EX. SEWER 5 WATER EX_ WATER iv AC PAVING CONC. :31DEWALK��� SPOT ELEVATIONS xx' XX x" "" CONTOURS 50 50 PARKING O O STORM t:ATCHBASIN SANITARY SEWER MANHOLE WATER VALVE FIRE KrDRANT UTILITY POLE DECIDUC'US TREE CONIFER TREE GUY WIRE POLE p0 GUY WIRE j WATER METER CED JUL 0 5 2005 K.C. D.D.E.S. LOSPooI'3 w w � O W E-4 C5 r �. cvE-4 >24 E� E, ' 4 q , C� co 0 S� w • O v W b. z 1 Lo 0 ;LLJ co > �- , N W)w0 �.. 00 46 �- E �- Z _ o o v 0 cn co m z4h I 0 0 ul)0 l� 4 }- W N ~r C WI.- o k !, J � m tl it 1 Z �W �UJ U O wQ Z ^ 0V) (0) Lj C) c G W Z00 1' 't V 0) Z N CN CN f t..,.! 00 � J O N04 o' ... Z cN C. 0 e