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HomeMy WebLinkAboutW-38210224" 24" 5 INFILTRATION TRENCH PLAN VIEW NTS DRAIN 4" PVC PERFORATED PIPE OVERFLOW --\ SPLASH BLOCK-�_ LEVEL- 5.0" MIN -WASHED ROCK 1 40- r Tt%r%u UMAIM %in %.*D SUMP WITH SOLID LID N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E. W.M. CITY OF RENTON, STATE OF WASHINGTON 0 0 5 10 20 1 SCALE 1 20' T.L. 813210-0100 APPROX LOCATION OF FUTURE LOT 2/3 So WIDE 11101L.7RA710N TRENCHES (14.4 LF TRENCH/1v000 SQ FT 11MMMOUS SURFACE) - NO FLL ALLOWED IN THESE AREAS T.L. 813210-0140 &I Uv%fv,% Crunc, 3� T.L. 81321010310 T.L. 813210-0300 LOT 10 E LOT 14 0. 8' :J I . . ....... 1.0, 11, - ------ low 162-62 1. 5' 1111 Me . . . . . . . . S89V7'20 llq= -7 1 7 47 _7 ......... . .......... . . . . . . . . _4 I _.c1v 0. 7' NOS 302ILM ")OPI OR GRADING IN FENCE. THIS AREA YARD DRAIN OR CB TYP HOUSE _��OTPRINT; .. . .............. 14.4 LF PER 1,000 SQ. FT. SUMP W/SOLID LID • f ! r T I 1"K T.L. 334390-2284 IMh'tKVIWJ JUKhAUt A I 24"r ILTER FABRIC /-COMPACTED BACKFILL I Xw3.4 52"± MIN. 1 Al _4" PERF PIPE 1 j" - j" WASHED ROCK 24" 60" SECTION A NTS INFILTRATION TRENCH DETAIL LLI D Z Uj > U LLI Z Z Uj EX. STORM MANHOLE RIM=264.81 INV=253.81 (12"ADS-E&N) INV=253.66 (16 -ADS -W) FOUND MIC SD SD 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 T VOL. 169, PG. 52 101 �-C OtADE /3 C14 . . . . . . MF 301.0 9,61)0(SQ. FT,, LOT 11 C14 300--�-H T.L. 813210-0110 EX. -TRACT OLD TUNE/ LOT 13 B* EX. 5CYCLONE FENCE NO. -977) NEW ..REDUCER..// / 0 SS. (REC. ry T.L. 813210-0020 1406 301 IE= 7.0± 01 APPROX LOCA71ON Z . . . . . . . WMTRATION low LO -T 1 low . . . . . . . --S?9*071'20 00 62 9 _go . . . . . . . CONSlRUC70 11TH LOT 1 15. �/' .. .... ... 11, TYPE I (PRIVATE) BULDING PERMIT ' / 0 91.12 C DOWNTURNED ELBOWS (ALL PFES) 0 W7 x 93 lik I . . . . . . . TRENCH V .... ....... EXISTING. 2,q 9 INV=29 /11EE .... GATED UNE) IE --476.5 7 ............ _LAJ -TRACT - ........ . .......... . - - ------- - . ................ ROAD ..... . . . ......... . ....... . ............... . . ...... T.L. 81x3210-01'30 '1 '' fT.L. 802620-0120 T.L. /81321040120 C OVEFFL" 0 MIN. C014 'fr4m Pv I ' i204 s 0/0 IE= o .5 APPROX. LOCATION OF MF 301.0 . . . . . . Z TYPE (p EX. 8" WATER M 16' JOINT ..... - ---- :INGRESS/EGRESS/ LOT 2 INV rwG* PVC 0 2.00% =3 FT. 0.7, UTILITY EASEMENT 50-060 Fk% :!SEEQC ).R. 405 : FOR/ SPECS. /8,766 SQ. FT. FOR LOT 2\3 ACCESS (7,117 SQ. FT. NET) O .514 T.L. 813210-0010 .......... 160 PAVED DRIVEWAY I VATE) /i . .... )6 ...... FOR LATS 2 & 3 ACCESS /MF 293.5 C-14 C9 ITTOYPE Ir SDI: CON• •-SEE SECTION SHEET 4 AL 1830 NE 2TH STo 4017) 10' PRIVATEI r.`I M=306.ft (M PA Q1 APPROX. LOCATION SEWER vm EX. SEWER STUB EASEMENT I A 16 WOOD FA34.AM SIDEWALK ADJACENT 2.5' D"NAGE - i ' . ...... -FENCE DRA"IN AGE 5' .. .... -,4L �_EASEM"T! E NO. 94630977,- ,.--T0 NEW DRIVEWAY ENTRANCE U11 LITY-I�SEMEN TO- BE"I" VA G. -17YP. -SEE DETAIL I REC. N 0. 94630197 TYP_ ........ 3r. CLEAN($JT :EX. CURB/5' SIDEWALK 6.5' PLANTER . .. .... ... APPRC LOCATION . ... ... 1 EX. STRIP TO REMAIN 1E=W1k96:k EX. 8m D PER CIT� RECORDS _EX PRIVATE ROCKERY DItM 10' 11LITY EASEMENT DRI VEWAX.-� 00 EX. CB ........ 10" ELECTRIC',EASEMENT REC NO. 94063Q197 .. ...... WATER MANHOLE RIM 301.47 "PVC -NE) I I RIM=285.72 REC. NO. 9310282221 1 11 L INV 283.72 (8 TOP OF VALVE= 300.45 INV=297.47 INV=282.02 (8"ADS-S) NEW DR11VEWAY-D.I.-E&W) (12 LOT DRAINAGE NOTE BUILDING PERMITS ON LOT 2 AND 3 SHALL USE 14.4 L.F. INFILTRATION TRENCH PER 1,000 80. FT. IMPERVIOUS SURFACE - SEE DETAIL SHEET 4. &-51301 LT NoT'� ASDui (...,Trz. PJ Foa M Ar 7?e) N s tj L ( eb13Y�{aascN xr 5v #,Y 0 t*i ro (T -S S X. r ........ . ... . . ....... . .......----- IDL ......... . . , * TE* PRIVATE . ....... 1.12 ............. IDL WA70 METIER & SERVICE UNE .1-6 NE 247H ST ,2,62' � FOR I Ek. . ..... U) EX. STORM MANHOLE . .. ..... . . ......... ....... . .. ........ N89967'20PIF RIM=302.09 A EX. U.. ltx' INV=298. 4' DRIVE DRIVEWAY DRIVEWAY y ota . . . . . . . 99 (1 2-ADS-E&W) r Y44 EX. STORM MANHOLE . . . . . . . . . . . . . 4 1 RIM=303.06 ;W .51 . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . L: . . . . . . . . . . . . . . . . . . . . . . . W (12 -ADS -SE) W W 11111. . i . . . . . . . . . . . . . . . . . . INV=291. f 0 E. 2 4TH/ S7 RE INV -291.31 (12 -ADS -W) EX. STORM MANHOLE . . . . . . . U) Ek 1v ... . . . . . ................. .... ......... ..... .. .. ........... . . .. . . . . . . . . . . PAVEMEN . . . . . . RIM=286.45 - a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -ADS-E) . I . - I . . 3)- T-r --- r . . . . . . . . . . . . . S . . . . EX. SSMH INV=280.85 (12 . . . . . . . INV=280.80 (1 2"ADS-W) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM=301.96 SDI* 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INV -291.71 (8 -PVC -S) SDI . . . . . . -S TORM S11 S. EX. 12" S SD SD EX. .18 S . . . . . . . . . . . . . . . 291.61 (8 PVC -W) SD 8.. *. 0�. *.,. *. S . .. . . . . . ... . . . . . . . . . . . . . . INV- ....... SD S IS PAVEMENT* I A . . . . . . . . S S 0 . . . . . . . . . . .. ul . . . . . . . . . . . . . . . . . . ON, . . . . . . . . . . . . . . . . . 4 OLE -S _ S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX. STORMSS .0. CD. . . RIM -270.23 _4q -1 WATER VALVE SCALE WATER METER U-) FIRE HYDRANT A WATER MANHOLE INV=262.83 (12 -ADS -N) UTILITY POLE APPROVED 4 0 A, 14 I TELEPHONE/CABLE RISER MAPLE TREE APPROX. LOCATIONJJ CHERRY TREE EX. INV=262.63 (12*ADS-E&W) z ;z HOLLY TREE 16. EX. MULTI TRUNK HAZELNUT ardwe, PVC TREE (UNSPECIFIED) EX. DRIVEWAY I EX. EX' OF EX. 12" WATER DRIVEWAY LL. EX. DRIVEWAY ca 02.00% . .......... . ....... . . .. . . ....... . .... ...... DRIVEWAY ........... . ......... . .. . ... . ........ ..... . . .......... . . . ...... .. . . NEW I LIGHT POLE TO . ........ .... . ......... R1 EX. CB =289.14 TAP SEM ALBOX STAND WATER BE FtEILOCATED FOR 1(y W. T.L. 334390-3160 T.L. 334390-2759 NV=285.54 (12 -CMP -NE) - CMP -W) MAIN 6 IE=284.20f OR 8-04T LOCKBOX PER STDS. METER FOR LOT 3 CLEARANCE FROM DRIVEWAYS U) INV 285.44 (12 USPS W T.L. 334390-2761EX SAWCUT do FtESTORE I WA70 METERS EX. ASPHALT 160 DRIVEWAY PLAT OF STONE CASTLE VOL. 200, PGS. 59-61 EX. SSMH PAVING, CURB AW.T.Im TO BE USED FOR L EX STREET WALKWAY TREE TO ENTRANCE PER C.O.R. STD RIM=291.72 INV=282.72 (8 - PVC -E) & SIDEWALK PER CITY STD&I Typ. L07S I & 2 T.L. 334390-2762 BE MOVED _j PLAN 104.3 INV=282.62 (8PVC-W)SEE -DETAILS PtEMOVE EX DRIVEWAY I TODRIVEWAY REMOVAL LOT 26 LOT 27 cr ENTRANCE FtESIORE AREA T.L. 802955-0260 CuFte/GUTYM APPROX. LOCATION T.L. 802955-0270 SN"ALK EX. SEWER STUB -SEE DETAILS -SAWCUT AND RESTORE cf) z EX. STORM MANHOLE PAVEMENT PER C.O.R. STDS. x RIM=296.333 INV=290.01 12'"ADS-E) in 5: INV=289.93 (12 -ADS -W) W-38ZIOZ EX. DRIVEWAY T.L. 802995-0280 Know what's below. Call before you dig. LOT 28 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: AW Date: 61ulle- IF 1�* BY -.--VL Date: .0- BY: A svow A*gw Date: •5 /5 �� � �-- DateL-d IS - BY: LEGEND DATE WATER VALVE SCALE WATER METER U-) FIRE HYDRANT DRAWN WATER MANHOLE CHECKED UTILITY POLE APPROVED LIGHT POLE 0 JUNCTION BOX C4 TELEPHONE/CABLE RISER MAPLE TREE CHERRY TREE Ln 0 * 0 z ;z HOLLY TREE MULTI TRUNK HAZELNUT TREE (UNSPECIFIED) IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: AW Date: 61ulle- IF 1�* BY -.--VL Date: .0- BY: A svow A*gw Date: •5 /5 �� � �-- DateL-d IS - BY: W 2:38285 -*-I 101VAL 4r," JOB NO. 14690 DATE 05121115 SCALE 1 "=20" U-) q* DRAWN JEF CHECKED *SH APPROVED m C4 iEW Ln 0 * 0 z ;z I LL. LA_ ca W U) W cr W (L m cf) z x 0 in 5: W (WE o W 2:38285 -*-I 101VAL 4r," JOB NO. 14690 DATE 05121115 SCALE 1 "=20" MSH DRAWN JEF CHECKED *SH APPROVED m SHEET 3 oF- 6