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HomeMy WebLinkAboutConceptual Drainage Control & Generalized Utility PlanS m 71 7, z 0 5 10 20 SOLE 1 " _ 20 , t # f ii •iii . f � •-s i'.s-; 3 rt Y't r ; ••"a i !: PROPOSED HYDRANT W AUXILIARY VALVE LEND VALVE :, _ 1 OW -OFF ALV g s f f . 6" FIRE: HYDRANT SERVICE FIRE HYDRANT B.. WATER METER Jj- SANITARY CLEAN-OUT:_.. f 244' OF 8" SANITARY SEWER¢:.. _ = ■ INV=279.42 CATCH BASIN RIM TO GRADE S=2.00% MIN.PERMEAB PAVEMENT ' ' . _ . • . f'" ` f " W CONNECT STORM SEWER IN DRY WELL �.f ACCORDANCE TO CITY OF RENTON REQUIREMENTS CLEAN-OUT 8"X6" REDUCER ti 6 X 6 CONCRETE CURB W 40 LF OF 8" ROCKERY WALL <w Dr �.�... --�-- .......-•�a : ......�:.�:..:� �-. �...- .-.�:�--.�� �: � .,...tea. _: �.._...._.�... _, . - -.�. _.w•..,.-... .�...._._.� __a ..,.>: .. �....-,z_~ w._ ._._. _- .w4 . _,�,. ._ .,,__ Y-_. W - _ ; _ �- - WATER MAIN BLOW -OFF VALVE � -•�=� �� �-�-- " � . _ D.I. r _ .__.., 218 LF OF 6 Z --, RM DRAIN PIPE _ _.. . -- 588.58 7 _ _..:. _ -'' WATER MAIN TO a-----__.._- ---•--... .._._- ___...... ;_.._._.._..._.: _.----•----_..._...._ ---. ..._._"-.-"_....._............. 2 E � 6 r---. : .� I' CONNECT 8" D. I. ATER MAIN TO �_.. 192.4 PAVED ACCESS _� : _ _. EX. 1 D.I. WATER MAIN . s - SS- SANITARY SEWER a d _ <C ACCORDANCE TO CITY OF RENTON REQUIREMENTS - • • • • • • • • . • • • • • • • • • e . • • e • s • • e e • • + • • • • • • • • • • • • • • • • • • Y• _ _ .S .• a •.. .. • •. •. e.. s. -W WATER MAIN • • • • • • • f'i /i./n� a , ® . , . • • . • 6 " ® eA `7 ED • • • e • • • • • e • • • . . • • • • W • • • • • • • . • • • • • • • • • • , . . • • •� . • • e • . • w • � . _ _ ! f/ u�i/[ ... , . ..... .. .. ' 1+00 - oA+00_ . 5 e . . . . • . ACCESS e TRAC�fi �1 • .o . s . . . . . . . . . . . . . • .�. . . . . . . .p ' N . . . . . . . . . . . • .CATCH .BASIN 2 • .CATCH BASIN- #1• • _ _ SS S ry• • s _ i ..... N,.w �t : , t :fyi�% 14 DRAINAGE PIPS #1 s ; ---.EAS . . . . . 10' OF 6" S ARY _. _. _ _ EMENT.......... . ... SSMH, 490 SEWER S=2.00% 10 OF 6 SANITARY -_ _ O t _,., _._ � .. • .;� ' RIM=282.82E " d; SEWER, S=2.00 `- I r! IE=275.14E 10 OF 6 SANITARY y:_. --,r -- _.■�.•-�.... o ! =294.001 w �tE� ;r = _ SEWER S=2.00 - '� -� �., 1 IPE _ 2:� -- f ;1 j • ' ; s j , INV -290.00E o �- ter-``°- s `' INV -301.001 "r 00 W i% 3 4 FIRE PROTECTION o a t o to 10.0 _. s � SPRINKLER SERVICE o 3/4" WATER SERVICE _ :, _ ��_ ;r, z N .-,. ss . - �„ o &WATER METER w LOT �' o % �. z = i 1 .. 00 IRB ' & GUTTER ` ; x . 0 o LOT 2 RIM TO GRADE, TYP. LOT 3 ,i 1 ST FLOOR ELEV = 308.00 1 ST FLOOR ELEV = 297.00C) FLOOR ELEV = 293.00 �' O Z PIPE I _: 5.00 LOT 4 -�--- o _ •__ £. O-__.._. o O 4.1Q' LANDSCAPE PIPE #21 - O 5.00 R w.. � BUFF ' . . cn 5.00 5.00' 78 OF 4 ROCKERY 5.00 _ WALL OR LESS 5.00 _ u., �... PIPE #12 PIPE #8 a ;ADJUST . WATER M' ER PIPE #5 FIFE #4 �..I i _ ' PIPE #15 CATCH BASIN #4 •� IRI�N TO., GRADE ' PIPE #18 CATCH BASIN #5 ...l ;/ /I. I CATCH BASIN 3 i •'" PIPE 19 CATCH BASIN #fi # `" DEPRESSt CURB err ' f ' ' d ' -20.00 115 OF ROCKERS -WALL ,, �� ;: I . AT DRI0kY. I _ 9 OF 4 ROCKERY (SEE WALL ELEV.' TABLE) _ OR LESS .44 a _ WALL . -' t a ASPHALT PAVEMENT . ,��; �� PIPE #13 ;_ _�_..._. ..�._:.. 8 ,;� PIPE 7 ,; /4R -- ,' . _ CATCH BASIN # , , . : ;, f # ; _ r { -$r .�r�:. ---.� _ � . . _ . 53 w ;,•, - PIPE#14 :Y,,,j'-_, PAPE 6 DRIVEWAY ,. = j✓.^ PIPE #17y _ r - _. .. ,-' PIPE#20 �� _._ 3>PIPE #9 ENSPIPE- 1 fi M/ o ..4�•,. h iPIPE#11 : s: ATCH : BASIN 7 7 a2 �: - __, .- I •::.;,•: yy •.: # Y = PIPE .� i _ .•`4.. _ {-�t�atttffii -- -- ::�iiiiiiiiiti i _ _ � ._...rmm Fm lt7� / N89 4714 W 252.63 -___ ,,- _ •� , , , ��_..��---��- ��---�,----�, STORM SEWER -~-•...._ �...� � , �� f . . , 5.0 DRY WELL =�. _,: _� : f BUILDING SETBACK _. LINE, TYP. CLEAN-OUT ---•• B -._..._L_..t_K r...R _.,_•..A..._I -\- ---Y--- r;1L.'rWj 12" OF COVER, TYP. ._._.... ff � . A T f-iL PSA • TO Q E• ROS WAY -SHOULDER HOUSE ON LOT 1 IS REQUIRED TO INSTALL A BUILT-IN SPRINKLER SYSTEM. i PIPE TABLE 0 PIPE SIZE LENGTH SLOPE 1 12" 23' 3.1390 2 6" 85' 10.0490 3 6" 60' 2.0590 4 6" 5' 2.0590 5 4" 4' 2.0090 6 4" 7' 2.0090 7 6" 50' 4.0090 8 4" 4' 2.0090 9 4" 7' 2.00% 10 6" 10' 30.0090 11 4" 7' 2.0090 12 4" 4' 2.00% 13 6" 50' 1.5090 14 4 7 2 . 00% 15 4" 4' 2.0090 16 6" 10' 80.00q 17 4" 7' 2.0090 18 4" 4-1 2.0090 19 6" 50' 8.7090 20 4" 7' 2.00% 21 4" 4' 2.0090 DUCTfLE IRON PIPE ' 309 R W 30' R W . Scn- - to Lo_ t � : O M , i O r s _nf. 22 t,,.q ,} , 0.8 281.89 Jo ,. CB TABLE - TYPE 1 0 tp © CB RIM IE IN M 'WOO IE OUT 1 282.221 280.22(6n)280.22 Q clq O 6" 2 290.75 288.75 6" 288.75 6" 3 292.00 289.00 4" 290.00 6" 4 294.00 291.00 4" 292.00 6" 5 296.00 293.00 4" 294.00 6" 6 296.75 293.75 4" 294.75 6" 7 303.75 300.75 4" 301.75 6" 8 307.75 304.75 4") 1305. 75 6" 0 0 tp © N N -= C�N M 'WOO o Q clq O O Lei o o L 4 NU. o ■ m ca M d' ul N � Z Q • • O S O Un O ■ O .0 c •- o e. Z C9 l� V Z Co CN M N N Z E 2 L o v 2 ,i/ ■ v> m � L L V O V Q co L o Z V JOB NO. 15615 0 V 07 12 2016 SCALE Z) DESIGNED DRD DRAWN DRD CHECKED . APPROVED w p z s /wy `LL a 0 SHEET C4. 0 0 -= C�N M 'WOO N � o L.L. Lei o o L Z NU. o ■ N M ORS rn M d' ul N � •� � O A Vf • • O S O Un O ■ O .0 c •- o e. ooh ■ V Z Co CN M N N Z E 2 L o v Z ,i/ ■ v> m � L L V .... cl- L o Z V JOB NO. 15615 DA TE 07 12 2016 SCALE 1 "= 20' DESIGNED DRD DRAWN DRD CHECKED TJR APPROVED CJA SHEET C4. 0