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Home My WebLink AboutS-3122016 e f �w tab 4 Z F 0 A c °a cr c c � � o 3 o N �1111� S 32 A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N.. RANGE 5 E., W.M. T.24N N88'45 28 "W N. LINE OF SEC. 5 -23 -5 CASED MON. 0.45" S E. OF 1116 TH CUR. T23N 1323 l5' (P)(C) P£R PLAT OF SUNSET HILLS N 114 OF SEC. 5 -23 -5 � PER PLAT OF SUNSET HILLS / CI N OF RENTON CONTROL � �e NOTES: 8 _q --s 0'3 yp) (c) MONUMENT N0. 266 I� 1. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO I N �I O �f 3 f v� f 0 I tW �'�j a- r� o ;n f Z I do 4, I w('11 Q� J Lu Q ~ 'zz Z� �O D• fro upAdva z wit 07 gym&# r z� ❑ � � o GV J A " N WA nR VAL of 63 WA >ER WAR EASEMENT FIRE HYDRANT z� SIEMER NAMOLE E/P WH 0- �ac cr c c � � o 3 o N �1111� S 32 A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N.. RANGE 5 E., W.M. T.24N N88'45 28 "W N. LINE OF SEC. 5 -23 -5 CASED MON. 0.45" S E. OF 1116 TH CUR. T23N 1323 l5' (P)(C) P£R PLAT OF SUNSET HILLS N 114 OF SEC. 5 -23 -5 � PER PLAT OF SUNSET HILLS / CI N OF RENTON CONTROL � �e NOTES: 8 _q --s 0'3 yp) (c) MONUMENT N0. 266 I� 1. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO I N �I O �f 3 f v� f 0 I tW �'�j a- r� o ;n f Z I do 4, I w('11 Q� J Lu Q ~ 'zz Z� �O D• fro upAdva z wit 07 gym&# r soy �A 301 300 IBM NMI I met �d " ii IN ■ 2 +40 Q C� Q g� �0 1� �0 N INFILTRATION CATCH BASINS. FOUND CASED CONIC A40N ^ 3 2• EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR ?7r \ . h ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT. • - I` 3. IF THE PROPOSED - 0 OSED SINGLE FAMILY STRUCTURES EXCEED 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM 40' LONG Roo+ /aUnFR � � � w � AND REQUIRES DOwn%SpauT MIF1L MA nON F- W I ES TWO HYDRANTS WITHIN 300 FT, OF THE ME'NC.N 2' WDE; LEI 20' ACCESS EASEMENT ^ "" W 4 3� STRUCTURE. (SEE DET. SHT. 4) w/ 25' RADII Ex/STING SnDE SE!~ER W 4. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR FOR LOT I �6 TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY FENCE ON INE ~8976'40 "W 252.61 ' �," SEWER MAIN, 0 i 790.6: X ` - X ...- _x 30. DO' 1 j x. ,�. N 5. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY F •� -�- - - - _ 1j 79.74' ' i OF RENTON TRENCH RESTORATION ,o r -�- � � � IO AND STREET OVERLAY I FFE, .o "' N) o REQUIREMENTS. �6 H0U -- �--- -- _. 2 - 65' • DO R/NT � 14' END 1 LOT ` 'Z � :W ASPH l� I EXIST. P , 5�--- r EanST. WA T METER TO F � , i� 1600 .4 HOU (REMOVED) I = LOT - REMAIN FOR LOT 1 ap 298.0 I F010 /NT I V W T 10 I 101 I (FREE EXIS T/NG Q, $ FLOW LINE TO BE A � I 6' VC SID f HOUSE I OT I `e •q � I DIRECTED TO CATCH r I 2b SEWED. - N �_j 126a SF (2) NEW 3/4' WATER METERS BASIN 1w � � _ � - � � � __.. CLOTS 2 & 3) 2' WDE 64 P1 SID - M E`COR9` END PVwT � � r� � ? CATCH BASIN #3 (TYPE 1) 0 2 37 + SiWER Q 2. co h co s. C2) 1 P Y WATER A �, PRI . AD E SERVICE IPES VEW ►3 STA 0 +32, 12' RT 'p FLOW LINE >'0 DR RIM, 291.6 0. �_,' yr -, - - IE, 289.6 (12',S) 88 2 27 25 62 , STREET NAME SIGN -- _ _ +00 1 +50 .P�Qi�T �. i +00 _ C - - - _ _ _ = t I (SEE DET. SHT. 4) �.11 +50 j 0 PRIVATE RD" do w X---� - , ,..t, - - t I ABERDEEN AVE NE C) f T SEWER a 4,21/. 7, I SAWCUT 12' INTO EXIST ASPH. „� \-20 'ASPH S t i" IE'XI T. S ED i I` -i Rf - -► -' , - - - �,, t NEW MAN HOLE ( B�P/) �� 3' TAP `' _ EX. `D I 92 0+27.. 6' LT R MO I I f 0 1 +70R r 23' P IV. RDA .18' ASPS I •�-� I RIMi 291.6 X N , i f f 6' PVC S4DE & PUB IC D I (REM IE, 282.0 (8',W) 11 6 PVd SI SEWER a 2% �� EX. S/ E + IEi 281.9 (8',S) S WER e 2. I EXIST ASPH, f SEWE ESMT. SEWS L_ -_ t I PLACE OVER X ' 0 DRIVEWAY TO i), _ 25.0 I O E EXIST. 8 CD ,° o L -- BE REMOVED. ' 2 ASP 4. ROA I 3 c +t EXIS77N 25 RAD ASPH. APRONS � ATCH BASIN #�2 I I HOUSE CAT BASIN #1 ® o (BOTH SIDES) I M N LE #2 I b TYPE 2_-_4__6# OLD LI '� L- T Lt3 WILT TYP 2 -48 i SA225,6' T I '� ff i STA +32,0'LT R Mt 2 7, I M= g I 6 f .L �FILT RIMt 91.8 I I = 29 5 E 2 1 C18 IWILS) 96 DNG KdR I ATION 1f IE' 9.4 C12',N) 3 Zg4 .. EX T. LT. C ITY STD DET BR2) TRE. H PRI ROAD L -- - 3.0' E, LEVEL CSEE IE' 9.1 C18 INFILT)i f E - -L._ `n SHT, 4) p i 96 5 � •,� I Q oil • mimim E WE " 31MIN MAN HOLE #2 STA + ' LT (CITY STD DIET BR28 2 +00 SS TEE LT 1 87.E IE: 283.3 --1 O 1+11 SS TEE.. IE: 285.0 0 1+05 PR /VA TE ROAD PROFILE SCALES MORIZi 1' =20' VERT,i 1' =2' - PROPOS D CENTFRL S11NC C TERLINE GR GRADE INFILTRA ION TANK TRENCH 4 i , ; 71A IE, 2891-08" INFI T) 1 +00 ROLL 1i92 CL 297 - vim, I g6 W 296 ft-295 I� I Z � I � V W y � 294 h � I 293 � I I m [E N! 191335.806 E, 1303910.841 z LEGEND: ❑ CA MR BASIN �unevTY PacE GV J J GAS VAL w N WA nR VAL of 63 WA >ER WAR EASEMENT FIRE HYDRANT SSUH 0 SIEMER NAMOLE E/P EDGE AF PA VEINENT R/W RIGHT - -OF WA Y soy �A 301 300 IBM NMI I met �d " ii IN ■ 2 +40 Q C� Q g� �0 1� �0 N INFILTRATION CATCH BASINS. FOUND CASED CONIC A40N ^ 3 2• EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR ?7r \ . h ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT. • - I` 3. IF THE PROPOSED - 0 OSED SINGLE FAMILY STRUCTURES EXCEED 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM 40' LONG Roo+ /aUnFR � � � w � AND REQUIRES DOwn%SpauT MIF1L MA nON F- W I ES TWO HYDRANTS WITHIN 300 FT, OF THE ME'NC.N 2' WDE; LEI 20' ACCESS EASEMENT ^ "" W 4 3� STRUCTURE. (SEE DET. SHT. 4) w/ 25' RADII Ex/STING SnDE SE!~ER W 4. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR FOR LOT I �6 TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY FENCE ON INE ~8976'40 "W 252.61 ' �," SEWER MAIN, 0 i 790.6: X ` - X ...- _x 30. DO' 1 j x. ,�. N 5. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY F •� -�- - - - _ 1j 79.74' ' i OF RENTON TRENCH RESTORATION ,o r -�- � � � IO AND STREET OVERLAY I FFE, .o "' N) o REQUIREMENTS. �6 H0U -- �--- -- _. 2 - 65' • DO R/NT � 14' END 1 LOT ` 'Z � :W ASPH l� I EXIST. P , 5�--- r EanST. WA T METER TO F � , i� 1600 .4 HOU (REMOVED) I = LOT - REMAIN FOR LOT 1 ap 298.0 I F010 /NT I V W T 10 I 101 I (FREE EXIS T/NG Q, $ FLOW LINE TO BE A � I 6' VC SID f HOUSE I OT I `e •q � I DIRECTED TO CATCH r I 2b SEWED. - N �_j 126a SF (2) NEW 3/4' WATER METERS BASIN 1w � � _ � - � � � __.. CLOTS 2 & 3) 2' WDE 64 P1 SID - M E`COR9` END PVwT � � r� � ? CATCH BASIN #3 (TYPE 1) 0 2 37 + SiWER Q 2. co h co s. C2) 1 P Y WATER A �, PRI . AD E SERVICE IPES VEW ►3 STA 0 +32, 12' RT 'p FLOW LINE >'0 DR RIM, 291.6 0. �_,' yr -, - - IE, 289.6 (12',S) 88 2 27 25 62 , STREET NAME SIGN -- _ _ +00 1 +50 .P�Qi�T �. i +00 _ C - - - _ _ _ = t I (SEE DET. SHT. 4) �.11 +50 j 0 PRIVATE RD" do w X---� - , ,..t, - - t I ABERDEEN AVE NE C) f T SEWER a 4,21/. 7, I SAWCUT 12' INTO EXIST ASPH. „� \-20 'ASPH S t i" IE'XI T. S ED i I` -i Rf - -► -' , - - - �,, t NEW MAN HOLE ( B�P/) �� 3' TAP `' _ EX. `D I 92 0+27.. 6' LT R MO I I f 0 1 +70R r 23' P IV. RDA .18' ASPS I •�-� I RIMi 291.6 X N , i f f 6' PVC S4DE & PUB IC D I (REM IE, 282.0 (8',W) 11 6 PVd SI SEWER a 2% �� EX. S/ E + IEi 281.9 (8',S) S WER e 2. I EXIST ASPH, f SEWE ESMT. SEWS L_ -_ t I PLACE OVER X ' 0 DRIVEWAY TO i), _ 25.0 I O E EXIST. 8 CD ,° o L -- BE REMOVED. ' 2 ASP 4. ROA I 3 c +t EXIS77N 25 RAD ASPH. APRONS � ATCH BASIN #�2 I I HOUSE CAT BASIN #1 ® o (BOTH SIDES) I M N LE #2 I b TYPE 2_-_4__6# OLD LI '� L- T Lt3 WILT TYP 2 -48 i SA225,6' T I '� ff i STA +32,0'LT R Mt 2 7, I M= g I 6 f .L �FILT RIMt 91.8 I I = 29 5 E 2 1 C18 IWILS) 96 DNG KdR I ATION 1f IE' 9.4 C12',N) 3 Zg4 .. EX T. LT. C ITY STD DET BR2) TRE. H PRI ROAD L -- - 3.0' E, LEVEL CSEE IE' 9.1 C18 INFILT)i f E - -L._ `n SHT, 4) p i 96 5 � •,� I Q oil • mimim E WE " 31MIN MAN HOLE #2 STA + ' LT (CITY STD DIET BR28 2 +00 SS TEE LT 1 87.E IE: 283.3 --1 O 1+11 SS TEE.. IE: 285.0 0 1+05 PR /VA TE ROAD PROFILE SCALES MORIZi 1' =20' VERT,i 1' =2' - PROPOS D CENTFRL S11NC C TERLINE GR GRADE INFILTRA ION TANK TRENCH 4 i , ; 71A IE, 2891-08" INFI T) 1 +00 ROLL 1i92 CL 297 - vim, I g6 W 296 ft-295 I� I Z � I � V W y � 294 h � I 293 � I I m [E N! 191335.806 E, 1303910.841 z Z J J 2s' Z EASEMENT cr a c a 26' A.C. PAVEMENT 2 ASPAH LT WEDGE CURB 2% $ °o w 0 Y c� 4" COMPACTED DEPTH CLASS "B" cl w ASPHALT (MIN. 2 LIFTS) 0 ® W 2" MIN. COMPACTED DEPTH 00 3: CRUSHED SURFACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE ROAD SECTION III N.T.S. GRAPHIC SCALE Orly (im 1 inch 20 ft. 292 cm i 291 3 N 3 90 3 ocl 3, 89 � �F,S � • �q�c 93.06 33 "(P) ''�,, �`OP 0 Vf ' x W 287 ` 1 734 _NE 24th ST. i �,� 0� �� E 3� 86 N W MA HOLE EXPIRES: 3 12004 + ' LT 6---- FOUND CASED CONC MON ,W) 7 tOY0 , NNEO NOV ' 40 17 E A ; 1 281.9 C8• 4 ,_.,x, o, s_ t. c •ro,,, i y A EGER ENGINEERING 9419 South 204th Place 283 Ken t, WA. 98031 Phone No. (206) 850-0934 282 N0. REVISION By AP". DATE FOX No. (253) 850 -0155 RECOMMENDED FOR A PPR 0 VA L B Y.• DATE:• y t C3, BY.• DATE:• BY.• A 7F' BY.• DA TE': CITY OF' 3RE1'**TTOIV' DEPARTMENT OF PUBLIC WORKS ROAD AND DRAINAGE 41V R1'-5L'#4'6"pLAN OYIdR SHORT PLAT �caorrtu: J J A ooh: 11113103 11113103 ME hAwc: ,M -or -s aca(m. 20' rao mm .p.e �ovta sir. 2 a: 4 �csa