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Home My WebLink AboutzS-3821Set24" 24' T INFILTRATION TRENCH PLAN VIEW NTS ROOF DRAIN 4" PVC PERFORATED PIPE OVERFLOW --\ SPLASH BLOCK-` LEVEL -WASHED ROCK 14.4 LF PER 1,000 SQ. FT. IMPERVIOUS SURFACE A 52"f MIN. 5.0' MIN TABU URAIN VR %..D SUMP WITH SOLID LID N.W. 1/4 OF N. E. 1/4 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON O z 0 5 10 20 SCALE 1" = 20' i 3 I APPROX LOCA7ION OF FUnff _.....-_ /� LOOT 2/3 So W1DE ONx7RA71ON TRE 40*3 (144 LF 7RENCH/'1.000 90. FT. 1IMPERVIOUS T.L. 813210-0100 G��) NO FLL ALLOWED N �� AREAS T.L. 813210 0310 ! T.L. 334390-2284 T.L. 813210-0140 EX. 6' WOOD FENCE T.L. 813210-0300 j LOT 14 3 LOT 10 - .. 1.0, 0.8, 1.5',.w 162.62' -- - •296 S69007'20 j _ - ---......- / / / --- -- 0.7 NO S 30%M*0001I OR GRADING N �� I FENCE. THIS AAEA ' L'" DRAIN OR CB • • • • YARD / i / ' HOUSE FO�'TPRINT, TYP ! I •2 9 g . SUMP W/SOLID UD ' - ' -: T L 334390-2281 240LTER FABRIC r /- COMPACTED BACKFILL -4" PERF PIPE 11" - i" WASHED ROCK 60" SECTION A NTS INFILTRATION TRENCH DETAIL, ui Z W Z W a Y U W Z Z W Y EX. STORM MANHOLE RIM=264.81 INV=253.81 (120ADS-E&N) INV=253.66 (16"ADS-W) FOUND MIC SO SD S -S S EX. SSMH RIM=265.32 INV=248.22 (80PVC-S) INV=248.10 (8"PVC-N&E) INV=248.00 (B"PVC-W) PLAT OF SUNSET HILLS i VOL. 169, PG. 52 ,' '' MADE _ N 9 6 FT, MF 301.0 -, co . . . . . . . / W SQ• LOT 11 / .300. T.L. 813210-0110 -TRACT 3 EX. ' OLD T UNE EX. 5' CYCLONE FENCE / j j // / LOT 13 j cy°� ,� NEW - SS � �c4_ J2EDUCER ,== .............: .,�0� I . (REC.. N0. T.L. 813210-0020 j j 301.977) .406 APPROX. LOCA7M Xx3 I N�FILTRATION ✓ •� LO`f 1 1MTH IAT 1 I �S89007 20 W ry 62 i 9007 20 I BULDING PER MT 91.12 C8� 1, TYPE I (PRIVATE) 0 , II I • �: W/ DOWN T U RNED ELBOWS (ALL PIPES)23 L# 0W 301.50 _:EXISTING ....INV=299.0..GATED '76.5 7.7 LrE)IE__E WTRACT pROAD T.L. 81,6210-Oj'30 • I ;% I i'' 7'6• -0120T.L. 802620T.L. 813210,0120 • 0. PVC N i - - - - - - - - - - - APPROX. LOCATION OF MF 301.0 , ' " ✓1 t" 2. X. 6T TYPE i �PRIVA ' E 8 WATER i ,023 FT. j301 r�• ; ' 16' JOINT y i j I LOT 2 j MrV` S .' INGRESS/EGRESS/ 1 Na" • 2;00x 0.7 O.R. 406 ! ' I �i ... U71UTY EASEMENT �� PVC TLN�IE '� � •' • • •' • � • � FOR LOT 2 3 ACCESS i ii SPECS. I N I ,xS,766 SQ. FT. J .......� \ a0 to 7,117 SQ. FT. DIET) • 5K T.L. 813210-0010 E: I (•. • ,� ; ' � � °� � �� ; ' ....' � � 16' PAVED DRIVEWAY 'TYPE I A7E) .� 'MF 293.5 I :a: FOR L07S 2 ac 3 ACCESS 1830 NE 2TH ST I I :1 Comou°N°�SDP -SEE SECTION SHEET 4 10' PRIVATE �. .. . p # r RNrI=3gd.Of PA ....... ' APPROX. LOCATION c� /` ;` $EWER I% ;�; �, ' EX. SEWER STUB ' EA$IENT INV .0& .i• •EX. •4' %/ / : r 2.5'LDRA*AGE U-�TY WOOD i 5 DRAIN I ao -FENCE EASEM"T I RE NO. 946-30(977; .... do UTILITY%`iilEN'T - - REC. Nd. 9463019 Tom. VA 1�'P. .. ' SIDEWALK 6.5PLANTER '� O I I F.A 4w.T 3 ;EX. CURB/5 ' CL / I APPRO LOCATION STRIP TO REMAIN " I E=21* .� EX. 8 PER CIT1K RECORDS •p:7: `�� EX. 10 T1UTY EASEMENT�'...... DRIVEWA EX. CB I 10 ELECTRIC':IEASEMENT` RIM=285.72 REC NO. 9406301977 *vy- r REC. NO. 93'10282221 I ; . INV 283.72 (8 -PVC -NE) , •-- ---i I E INV=282.02 (8"ADS-S) J IOW DRIVEWAY PRIVATE EX WATER DIETER ac SERVICE UNEtin ' fD 91 2........... .... 1-- FOR 1830 NE 24TH ST 6 62 , --~ - REPLACE SIDEWALK ADJACDIT TO NEW DRIVEWAY EN7RANCE -SEE DETAIL DL PRIVATE ROCKERY DRAIN WATER MANHOLE RIM=301.47 TOP OF VALVE= 300.45 INV=297.47 (12"D.I.-E&W) ____ -- _. ___._------..-- MANHOLE N89 7#20 ° --....._ - -- EX. - - ° ° e , ® ° DI�JWA, RIM -W2.09 " DRIVEWAY a' �' ® DRIVE Y INV=298.99 (12 ADS-E&W) DRIVEWAY r ........ . • EX. STORM MANHOLE W. . W �'Wl Illl W . . . . . . . .W. ; . RIM=303.06 W • . o. : E. ' �'T�"'� LITRE ' . . . . Y ��. �. INV=291.36 (12"ADS-SE) STORM MANHOLE EX ;8' . . . ��` (n' . . . INV=291.31 (12 ADS W) S-382101 am�J -SEE DETAILS EX. STORM MANHOLE RIM=296.33 INV=290.01 (12"ADS-E) INV=289.93 (12"ADS-IIIA APPROX. LOCATION EX. SEWER STUB -SAWCUT AND RESTORE PAVEMENT PER C.O.R. SIDS. T.L. 802955-0270 EX. SSMH RIM=301.96 INV=291.71 (8"PVC-S) INV=291.61 (8"PVC-W) 4 41 ° q EX. DRIVEWAY T.L. 802995-0280 Know what's below. 0811 before you dig. LOT 28 LOT DRAINAGE N BUILDING PERMITS ON LOT 2 AND 3 SHALL USE 14.4 L.F. INFILTRATION TRENCH PER 1,000 SQ. FT. IMPERVIOUS SURFACE - SEE DETAIL SHEET 4. EX. ... RIM=286.45 ..... ; PAVE1dEN• J. (. �. . .... . . . . . . . ' A INV -280.85 (120ADS-E) WATER MANHOLE 1 i ; - . . . . . . . . - INV=280.80 (12 ADS -W) . . . - r j . �•.. TELEPHONE/CABLE RISER '.... .. . . . . . . . . . . . . . .......... ..... - EXSD SD. 12" STORM .-. SD $DS ""�. ... `t fX._16= T �- ��5 o ;� S S '--+ S`� S `'" S . . T.- _ S -S &NHOLE S S --- S S PAVEMENT . .ti . . . �.. . . :o. sf . � .. ' EX. STORM . ' . "� . .� ° a d c RIM =270.23 •1 -- a n INV=262.83 (12"ADS-N) ° ° ° ° °. G a ° ° ° °, ° a EXAPPROX. S LOCATION EX. INV=262.63 (12"ADS-E&W) � ° EX. 3a'�" PVC W DRIVEWAY EX. DRI VEWA OF EX. 12" WATER DRIVEWAY EX. DRIVEWAY • _--- __........_ �_. --7-- DRIVEWAYS•T <a NEW i ! Im LIGHT POLE TO !S _--.......... _ _. _._ -- - ......--....... _. - _ _ - - RI EX. CB TAP SEAR = 289.14 r STAN• OR 8 --UNIT O BE RELOCA7ED FOR 10' TIN. T.L. 334390-3160 s T.L. 334390-2759 NV=285.54 12"CMP-NE MAIN INV=285.44( 12"CMP- ) Es2d4°20& ( LOCSXs1PDESR` BIERC1 LOT 3 W EARANCE FROM ORIVEWA�g ' '1 ��►ME8 � �O• pZ W�1 �� a T.L. 334390-2761 �lT • EX 1"� l► ymft 16' D�/►Y PLAT OF STONE CASTLE Z GUTTER EX. SSMH PAVING% CURBBE ME7ER8 USED FOR L EX. ASPHALT EX. STREET WALKWAY TREE TO ENTRANCE VOL. 200, PGS. 59-61 PER C.O.R. STD RIM=291.72 • 1CITY INV=282.72 (8-E) STDSI DOTS 1 • 2 T.L. 334390-2762 ;BE MOVED PLAN 104.3 W Z INV=282.62 (8"PVC-W) - DETAN�S REMOVE EX. DRIVEWAY TO DRIVEWAY REMOVAL LOT 26 LOT 27 N � o� o ENTRANCE • RES'TORE AREA T.L. 802955-0260 S-382101 am�J -SEE DETAILS EX. STORM MANHOLE RIM=296.33 INV=290.01 (12"ADS-E) INV=289.93 (12"ADS-IIIA APPROX. LOCATION EX. SEWER STUB -SAWCUT AND RESTORE PAVEMENT PER C.O.R. SIDS. T.L. 802955-0270 EX. SSMH RIM=301.96 INV=291.71 (8"PVC-S) INV=291.61 (8"PVC-W) 4 41 ° q EX. DRIVEWAY T.L. 802995-0280 Know what's below. 0811 before you dig. LOT 28 LOT DRAINAGE N BUILDING PERMITS ON LOT 2 AND 3 SHALL USE 14.4 L.F. INFILTRATION TRENCH PER 1,000 SQ. FT. IMPERVIOUS SURFACE - SEE DETAIL SHEET 4. LEGEND $ WATER VALVE M WATER MEIER A FIRE HYDRANT WATER MANHOLE � unun POLE ¢--� LIGHT POLE ■ JUNCTION BOX • TELEPHONE/CABLE RISER MAPLE TREE CHERRY TREE HOLLY TREE r MULTI TRUNK HAZELNUT TREE (UNSPECIFIED) r t r r N I 0 v m 0 S W W W <a Im W a. !S C� N O s W ��►ME8 � �O• pZ W�1 j4itAL �' a Ix O � T, l► ymft Z J loft (3C-Cloft0 N W Z 0 ON CN - N � o� o /f� V Z o N ti o N M M N !IN.. c � a� o 0 m. 333 0 Z 0 W UW s CK 3 E Z 0 W� Lai � v u c N c -' o Z �o JON NO. 14OW DATE 05 5 SCALE 1= �A JET A~VW 3 of 6 24 " 24" 5' • .- Ifs �^. �. n�s��I^��'�l 4 � s ! : �'®�Jf iY Y INFILTRATION TRENCH PLAN VIEW NTS ROOF DRAIN 4" PVC PERFORATED PIPE OVERFLOW --\ SPLASH BLOCK ---,- TABU URAIN VM VD SUMP WITH SOLID LID N.W. 1/4 OF N. E. 1/4 OF SECTION 05, T. 23 N., R. 05 E. W.M. CITY OF RENTON, STATE OF WASHINGTON x 0 z 0 5 10 20 SCALE 1" = 20' APPROX. LOCA710H OF FUTURE / LOT 2/3 So WIDE MIF'LTRATION TRENCHES .__... (14.4 LF 7RENCH/1.000 SO. FT. IMPERVIOUS i' DACE) - NO FLJL ALLOWED IN THESE AREAS T.L. 813210 0310 T.L. 334390-2284 T.L. 813210-0100 T.L. 813210-0140 EX. 6' WOOD FENCE T.L. 813210-0300 j LOT 10 LOT 14 0 8, 1.5' ° _ _ 162.62' -- ....-- . '.......296 .- S89 °07'20 "W • ' _......... .... _-........... ..... ------------ _ - 1776 i I NO STOCKPLJNGr o' , / > �ry OR GRADIING M! i = I FENCE. LHO AMWA �' � ii YARD DRAIN OR CB RI 14.4 LF PER 1,000 SQ. FT. i HOUSE F097P NT TYP I - SUMP W/SOLID UD ' , j' , TI 334390- 2281 IMPERVIOUS SURFACE A 24"ILTER FABRIC COMPACTED BACKFILL f yam• .:t,1.4 .}•. •r fj• yy •••• � Yi'i. •�•� ii 52"t z " MIN. 4 PERF PIPE 11 - J" WASHED ROCK 24 60 SECTION A NTS INFILTRATION TRENCH DETAIL W Z W D Z W Q W Z Z W EX. STORM MANHOLE RIM=264.81 INV=253.81 (12"ADS-E&N) INV=253.66 (16"ADS-W) FOUND MIC SD Sp S S S EX. SSMH RIM=265.32 INV=248.22 (8"PVC-S) INV=248.10 (8"PVC-N&E) INV=248.00 (8"PVC-W) PLAT OF SUNSET HILLS" I ' VOL. 169, PG. 52 EX.,'23RJ J / , I LO/T 3 _ SRS C14. . . . . v / '' MF' 301.0 ;- -- cp . . . . . . . 9,61 SQ. FT, LOT 11 N / I 300. T.L. 813210-0110 i -TRACT •3• T UNE / / OLD LOT 13 , �� ;' B• . EX. 5 CYCLONE FENCE j / i " " p� (ITEC.. NO_ ' NE�IV_ _. SS �N/r 'Li �c4-.- ..REDUCER--,- T.L. 813210-0020 IE= 7. 0± 406301.977) I APPROX. LOCATION 3 0' % I . . . . . NMTRATION ✓ -• LO`f 1 TED 1MTH LOT 1 I S89 °07 20 W ; o W '� 89°107 2 I BU L.DING PERMIT o j i' 91.12 ;' • ' y-: 1. TYPE I (PRIVATE) 0 23 I INF1L :0 .�°.. _ ,,:_; �: W DOWN7URNED (ALL PIPES) 0.1 ; .... - . IiIM=i84ui0 30 It � T1�EIrcH V c..... EXISTING (OVERFLOW) Z NrV=29 qg• 3 I E ... GATED IN NFL1RAT11ON UK) C �76.5 - - , ................Z , , , ROAD ' T.L. 81210-013 .f. T.L.; $13210,>=0120 >�' i' I �r,,,�• O o� T.L. 802620-0120 >- - - - IE=2 I •/Q 4.5 .:. APPROX LOCATION OF F 301 0 r 3 T I I M Z 8" � - TYPE V PRIVA __.. _, � � EX. WATER r: ,023 Q. FT. i �1 301 L •b ' 16' JOINT o. 7' 1Q6'N8" .PVC O zoom � I; I L 0 T 2 j IN � INGRESS/EGRESS/ �.0 R. UTILITY EASEMENT 406 p • .cp•. FOR LOT 2\3 ACCESS SPECS. I ( /8,766 SQ. FT. 7,117 SQ. FT. ,DIET) O .S� T.L. 813210-0010 18' PAVED DRIVEWAY I I TYPE I ( VATE) 293.5 % ' • FOR LOTS 2 at 3 A� oV CONSTRUCT OVER 8" SD : .::: ' •';; ; 1830 NE 2TH ST o I :�' ' -SEE SECTION SPIFFY 4 t 10' PRIVATE r RIM3t6.Of (M PA APPROX. LOCATION c� .- ;" SEWERI; /. Z�fi ( j ''.. ' N .�'.....i'. EX E..4'• EX. SEWER STUB < T I ASEME T 3 N . t - qWOOD :. '`DRAdISIAGE lJT1l:1TY - - .5 DRAINA a0 IFENCE & UTILITYIII SEMENT ' I ... - - TO- B , EASEMENT' RE NO. 9 ,� � , REC94630197 - TYP. - - O. o� C E;-i'S�'P .. 3 ' SIDEWALK 6.5 PLANTER O ) I T ;EX. CURB/5 / I APPRO LOCATION STRIP TO REMAIN " IE= .98t . EX. 8 D PER CITY RECORDS � � EX. i I 10' TIL EASE�vI :NT :7 . . . . EX. CB ,� I 10 ELECTRIC':EASEMENT- *V .'.'... DRIVEWA RIM=285.72 RFC. N0. 9310282221 I REC N0. 940634;1977 I _(8 -PVC -NE) INV=283.72 INV=282.02 (8"ADS-S) NEW DRIVEWAY o • I EX . PRIVATE S � � ,,\ _ 12 EX. WATER METER do SERVICE LINE 91, YE __ FOR 1x30 NE 24TH ST \% 7 5-6 J - _._ . d ° ° �.... ., ° ° d 8 e ; - .. - - ° N 9 7 20�JiE ° dcn �, ° d ° �e-6 DISI YGWA ° EX EX. a °X,. ; ® RIM DRIVEWAY ' ®. ° - INV DRIVEWAY r ® ° DRIVE Y . . . ° . . . . . . . . . . W . W W W. . . . . . W • . . . . . . 1111 1(11 -- "- EX. STORM MANHOLE : E . • 24TH/ STRE t. . EX. a 8' ��. �' rr� �. ,!M • D RIM=286.45 . . r . PAVEIvIEN. . . . $ INV -280.85 (12"ADS-E) ;' . `� . . INV -280.80 (12 ADS -W) . . . . . . . . . . . . . . . . . . . . p�' . i . . . . . . . . . . . STORM $D `� S61' ; I S S. r--. S SD EX. 12" SD SD , •EX. •16 a S s. S. . . . . . . . . . . . . . . . . s. cxD--� �- S PAIIEM c°S •- - S S `. �' :o. ° REPLACE SIDEWALK ADJACENT TO NEW DRIVEWAY ENTRANCE -SEE DETAIL EX. PRIVATE ROCKERY DRAIN WATER MANHOLE RIM=301.47 TOP OF VALVE= 300.45 INV=297.47 (120D.i.-E&W) LOT DRAINAGE NOTE BUILDING PERMITS ON LOT 2 AND 3 SHALL USE 14.4 L.F. INFILTRATION TRENCH PER 19000 SQ. FT. IMPERVIOUS SURFACE - SEE DETAIL SHEET 4. k513 Ui LT IsoioT"E mm� Asi3v% GT r 2 i NFprtMk �p,U s�P pct 61-t "13c� YAIVSC�J 5v 9Y oN 6rZs��s STORM MANHOLE =302.09 =298.99 (12"ADS-E&W) EX. STORM MANHOLE RIM=303.06 INV=291.36 (120ADS-SE) INV=291.31 (12"ADS-W) EX. SSMH RIM=301.96 INV=291.71 (8"PVC-S) INV=291.61 (8"PVC-W) EX. STORM ANHOLE M ° . .41 RIM -270.23 LEGEND g I ® WATER METER FIRE HYDRANT ® WATER MANHOLE INV=262.83 (12" ADS -N) ° .. ' ° ° ° e d ® ° TELEPHONE/CABLE RISER ' EX. APPROX. LOCATION 410 EX. INV=262.63 (12"ADS-E&W) MULTI TRUNK HAZELNUT a EX. 38'NS" PVC DRIVEWAY EX' DRI VEWA OF EX. 12" WATER DRIVEWAY EX. DRIVEWAY O 2.00% ...-- ..... - ........ _._.._. - .. - - ------ �- _.� _....... -- _... DRIVEWAYI ........ - - _ - - -- - . _.._ __, _._........_ISilRUCT - _ -_- _ _ ___ LIGHT POLE. TO _.....-... _ i _. - _. - -- ..._._.. RI EX. CB =289.14 TAP SEVER AIL90X STAND BE RELOCATED FOR 10' MIN. T.L. 334390-3160 T.L. 334390-2759 " NV=285.54 (12 CMP -NE) CMP -W) MAMA 8 Es284.20f OR 8-Ut�NT LOCKBOX PER SIDS. METER FOR LOT 3 CLEARANCE FROM DRIVEWAYS INV=285.44 (12 (VE USPS T.L. 334390-2761 SAWCUT do RESTORE ' EX 1� WATER 18' DRIVEWAY PLAT OF STONE CASTLE EX. SSMH PAVING. CURB/GUTTER TERS FOR EX. ASPHALT EX. STREET WALKWAY { TREE TO EN1RANCE PER C.0' R. STD VOL. 200, PGS. 59-61 RIM=291.72 INV=282.72 (8"PVC-E) do SIDEWALK PER CITYU� STDS•• �• LOTS 1 do 2 T.L. 334390-2762 ,BE MOVED PLAN 104.3 INV=282.62 (8"PVC-W) -SEE DETAILS REMOVE EX. DRIVEWAY TO DRIVEWAY REMOVAL LOT 26 LOT 27 ENTRANCE Jt RESTORE t AREA T.L. 802955-0260 CURB TTERAPPROX. LOCATION T.L. 802955-0270 dt ALK EX. SEWER STUB -SEE DETAILS -SAWCUT AND RESTORE I EX. STORM MANHOLE PAVEMENT PER C.O.R. SIDS. RIM=296.33 INV=290.01 (12"ADS-E) INV=289.93 (12"ADS-W) 5-382 102 I a.. EX. DRIVEWAY T.L. 802995-0280 Know what's below. Call before you dig. LOT 28 LEGEND g I ® WATER METER FIRE HYDRANT LOT 28 IN COMPLIANCE WITH CIN OF RENTON STANDARDS BY: ( Date: 61 /s'' BY�7�- Dater BY: mem, A4w Date: •5 /5 BY: � � �-- - Date: SZG•is N N F Q O Z O o I 00 ow o 3 Fig W y W W Q U W 1- m�� r V) o ZZ � � W v OU v �aMEs q Z 38285 OVAL Rai Q Ix I► •.I cc o a =o � ,Ow ftft lift O � .J loft I mmft W �a Q cc N O W Ln 0 M GIN M .d. L N d" W -V) o 0 (7 un X N LL�. Z o ■ N M M � N � o o -or- '0 c KJ NOpca�. Z 3Q3C-4 12CN W � go Z E m v r14 V Z W LA cu a� N LLJa o Ln �o JOB NO. 14690 DATE 05121115 SCALE 1'0=20* DESIG11ED *SH DRAWN JF CI,ECKED *51:1 APPROVED M5H SWET 3 of 6 LEGEND g WATER VALVE ® WATER METER FIRE HYDRANT ® WATER MANHOLE UTILITY POLE LIGHT POLE ® JUNCTION BOX TELEPHONE/CABLE RISER ' MAPLE TREE CHERRY TREE 410 HOLLY TREE MULTI TRUNK HAZELNUT TREE (UNSPECIFIED) IN COMPLIANCE WITH CIN OF RENTON STANDARDS BY: ( Date: 61 /s'' BY�7�- Dater BY: mem, A4w Date: •5 /5 BY: � � �-- - Date: SZG•is N N F Q O Z O o I 00 ow o 3 Fig W y W W Q U W 1- m�� r V) o ZZ � � W v OU v �aMEs q Z 38285 OVAL Rai Q Ix I► •.I cc o a =o � ,Ow ftft lift O � .J loft I mmft W �a Q cc N O W Ln 0 M GIN M .d. L N d" W -V) o 0 (7 un X N LL�. Z o ■ N M M � N � o o -or- '0 c KJ NOpca�. Z 3Q3C-4 12CN W � go Z E m v r14 V Z W LA cu a� N LLJa o Ln �o JOB NO. 14690 DATE 05121115 SCALE 1'0=20* DESIG11ED *SH DRAWN JF CI,ECKED *51:1 APPROVED M5H SWET 3 of 6