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Home My WebLink AboutS-312207I R; Y N W A 0 N z 0 0 o p o �zn � c a'i o A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M. nR e sILZ�1 c5 3122D5) vp b 174 32 CASED MON. 0.45' S. _ _ _ T24N N884528 "W N. LINE OF SEC. 5 -23 -5 A 26 E. OF 1116TH COR. — �)O PER PLAT Of SUNSET HILLS �j T23N 1323.15' P C -� N 114 OF SEC. 5 -23 -5 I I NQTESI PER PLAT OF SUNSET HILLS 28 CITY OF RENTON CONTROL 0 s L DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO MONUMENT NO. 256 8950'3 "(P)(C) 0'13'37 ) � N INFILTRATION CATCH BASINS, FOUND CASED CONC MON I3 2. EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR ENE 2 "` Sr En w o I ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT, 1W 3. IF THE PROPOSED SINGLE- FAMILY STRUCTURES EXCEED 3 W 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM 40' LONG ROOF /GUTTER / I �+ AND REQUIRES TW❑ HYDRANTS WITHIN 300 FT. OF THE DOWNSPOUT INFIL IRA 77ON ;� i I o I ; STRUCTURE. W �12 olN. N. Z I Q IJ W-j �n = Q� U� Zj go rE0 -tiro - &.?z w-40 -J7 �ilJ °z 296 295 t v 284 c 293 c 292 291 c 290 289 288 287 286 285 2 +40 TRENCH. 2' WIDE. LEVEL 20' ACCESS EASEMENT `1 x 4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR (SEE DET. SHT. 4) W/ 25' RADII EXIS77NG SIDE SEWER N I.,w C ` FOR cor 1 ° � I � Kos TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY FENCE ON INE N89'16'40 "W 252.61' 1 I SEWER MAIN. _ X— a0.0o' I 5. ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CITY X— _X—X, *_ "L N r L9 .6 I , r9.2.26 r — — — T _ N 79.74 I � I OF RENTON TRENCH REST ❑RATION AND STREET OVERLAY To' w REQUIREMENTS, 600 S HOU I MIN 10, 1 FFE, .0� — I_ _ 27.65' 00 INT I Io END ro LOT L 2- I EXIST. POOL I ' SS —S I I h~ EXIST. WA METER TO�31 jk W (PR) II� (ASPH I I 1600 k HODS I (REMOVED) I I LOT I W REMAIN FOR LOT 1 F 298.0 I 10 +I �o I APR 7P INT _ I_ _ I I o EXIS77NG o�, °o I Gy~ FLOW LINE TO BE 0 6 I I I / I I 6 PVC SIDEI I I HOUSE _ _ �I DIRECTED TO CATCH 2 I� T I �' I SEWED L2L _ 1 J I_ 1264 SF / - — - ~I (LOTS 2 & /3) WATER METERS Z BASIN J Ld I O _ 2' WIDE THICKENED D — I J " 6 P SID h EDG�CDRB— — 9 I CATCH BASIN #3 (TYPE 1) 26' END P T. S W R @ 2 0 c^o 's- (2) 1' P Y WATER WA ry STA 0 +32, 12' RT w� EASEMENT w 2 37 �J 3' PRI AD E SERVICE IPES pRIVE RIMS 291.6,/ g oa ,N � � FLOW LINE � 10' _ IE 2B%- (12',S) 207.0 � 45. 0. 2' M �( 6 wM 88' 227" 25 62 — — — — I 1® 85� wes -R1 exsr Iio" RI. m d 1- Ito "x4° TNPRN TEE__ 26' _ — — - STREET NAME SIGN _ PAZ �- ¢ fY tz /�rF7z2rrs� I -4° GHTEVfILVE(FLx J o /�+ 0 1 +50 1 +00 o q P. a I (SEE DET. SHT. 4) rns� A.C. PAVEMENT IO O 0 +50 WATER I 0 I "PRIVATE RD" & I- Cowc- THRUST N "ABERDEEN AVE NE" r�LOC7c 2' ASPAHLT i 7� X 1 =X� —— I WEDGE CURB ��vv MT SEWER I SAWCUT 12' INT❑ EXIST ASPH. O 0 ASPH 3.94 T 7 S 1 2% NEW MAN HOLE P/ EXIST. S ED I r 1 RIVE I EX I 1292 TA 0 +27, 6' LT I( 3' TAPER 18 qsp I RIM 291.6 ✓ p O O O RT MOE ) O I I I ® 1 +70 r — — -23' P IV, ROAD I (REM V IE, 282,0 (81,W), O O L — I PLACE OVER OVER EXIST. s' x I 6' PVC SIDE II & PUB IC EX. SI E 6' PV SID EXIST ASPH. I SEWER @I2% SEWE ESMT, SEWS I „I S WEIR @ 2 . I DRIVEWAY TO 2II ASP RDA - 25.0 I I w no o o L— J I BE REMOVED. I EXISTING ® I (B HAD ASPH. APRONS O 1) 0 I� ATCH BASIN #2 I HOUSE CAT BASIN #1 � (BOTH SIDES) Y 10 I L1 TYPE 2 -48' SOLID LI*) I c) 4" COMPACTED DEPTH CLASS "B" TYP MAN HJLE #2 S A 2+25, 6' T I L_ T L+3 0' LT I % STA +328 0' LT I °o I m w ASPHALT (MIN. 2 LIFTS) R M 299 45If 295.66 II / RIM, 242.0(0 I I a o I: 2"o q6 I I jE I (18' INFILI)� 96' ❑NG /INFILT ATION IE (12',N)26o -I� EX T. LT. w 2" MIN. COMPACTED DEPTH C ITY STD DETI BR2) r aOV• 4 THE CH�//F ❑R PRI ROAD IE (18' INFILT)I n E FH 07 CRUSHED SURFACING TOP COURSE I �2 s — — _ — — — — -L 3.0' IllE, LEVEL (SEE 3 h N _D_� SHT. 4) CD (CITY STDI DET 2 +00 IE: 285.3 -_� C 1 +11 SS TEE IE: 285.0 0 1 +05 PRI VA TE ROAD PROFILE SCALE- HORIZ, 1' =20' VERT,, 1' =2' IE, 289.- (18' INFII T) 1 +00 Z81vI O z-,I w 297 296 I~ I 295 Li 2 Li rn I I n-2s4 h 293 El D4 292 I U 291 290 I 30" 33�Iii 3�" 289 3 -X FFH LEGEND: `N CATCH BASIN U71UTY POLE GV N I U I GAS VALVE WATER VALVE U) ® WATER METER O M FIRE HYDRANT SSMH 0 SEVER MANHOLE GRAPHIC SCALE 20 0 10 20 40 E/P EDGE OF PAVEMENT Z R/W RIGHT- OF-WAY 2 I tnlSfWl: � I- PERNa*«rr- 2•' Bt_ow OFF Ham. D.T. CAP (nvi // BY.• �+� DATE.• 7 z¢ 03 I- 4 °x(FoR - C� BY. '^�/ — �� -1 `� DATE. 712-51C-3 Pt,--)S' y I - Cq Ic. IHRUSF r� Ch p I � O ya I 302 \ 301 300 \ 299 298 W �12 olN. N. Z I Q IJ W-j �n = Q� U� Zj go rE0 -tiro - &.?z w-40 -J7 �ilJ °z 296 295 t v 284 c 293 c 292 291 c 290 289 288 287 286 285 2 +40 TRENCH. 2' WIDE. LEVEL 20' ACCESS EASEMENT `1 x 4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR (SEE DET. SHT. 4) W/ 25' RADII EXIS77NG SIDE SEWER N I.,w C ` FOR cor 1 ° � I � Kos TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY FENCE ON INE N89'16'40 "W 252.61' 1 I SEWER MAIN. _ X— a0.0o' I 5. ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CITY X— _X—X, *_ "L N r L9 .6 I , r9.2.26 r — — — T _ N 79.74 I � I OF RENTON TRENCH REST ❑RATION AND STREET OVERLAY To' w REQUIREMENTS, 600 S HOU I MIN 10, 1 FFE, .0� — I_ _ 27.65' 00 INT I Io END ro LOT L 2- I EXIST. POOL I ' SS —S I I h~ EXIST. WA METER TO�31 jk W (PR) II� (ASPH I I 1600 k HODS I (REMOVED) I I LOT I W REMAIN FOR LOT 1 F 298.0 I 10 +I �o I APR 7P INT _ I_ _ I I o EXIS77NG o�, °o I Gy~ FLOW LINE TO BE 0 6 I I I / I I 6 PVC SIDEI I I HOUSE _ _ �I DIRECTED TO CATCH 2 I� T I �' I SEWED L2L _ 1 J I_ 1264 SF / - — - ~I (LOTS 2 & /3) WATER METERS Z BASIN J Ld I O _ 2' WIDE THICKENED D — I J " 6 P SID h EDG�CDRB— — 9 I CATCH BASIN #3 (TYPE 1) 26' END P T. S W R @ 2 0 c^o 's- (2) 1' P Y WATER WA ry STA 0 +32, 12' RT w� EASEMENT w 2 37 �J 3' PRI AD E SERVICE IPES pRIVE RIMS 291.6,/ g oa ,N � � FLOW LINE � 10' _ IE 2B%- (12',S) 207.0 � 45. 0. 2' M �( 6 wM 88' 227" 25 62 — — — — I 1® 85� wes -R1 exsr Iio" RI. m d 1- Ito "x4° TNPRN TEE__ 26' _ — — - STREET NAME SIGN _ PAZ �- ¢ fY tz /�rF7z2rrs� I -4° GHTEVfILVE(FLx J o /�+ 0 1 +50 1 +00 o q P. a I (SEE DET. SHT. 4) rns� A.C. PAVEMENT IO O 0 +50 WATER I 0 I "PRIVATE RD" & I- Cowc- THRUST N "ABERDEEN AVE NE" r�LOC7c 2' ASPAHLT i 7� X 1 =X� —— I WEDGE CURB ��vv MT SEWER I SAWCUT 12' INT❑ EXIST ASPH. O 0 ASPH 3.94 T 7 S 1 2% NEW MAN HOLE P/ EXIST. S ED I r 1 RIVE I EX I 1292 TA 0 +27, 6' LT I( 3' TAPER 18 qsp I RIM 291.6 ✓ p O O O RT MOE ) O I I I ® 1 +70 r — — -23' P IV, ROAD I (REM V IE, 282,0 (81,W), O O L — I PLACE OVER OVER EXIST. s' x I 6' PVC SIDE II & PUB IC EX. SI E 6' PV SID EXIST ASPH. I SEWER @I2% SEWE ESMT, SEWS I „I S WEIR @ 2 . I DRIVEWAY TO 2II ASP RDA - 25.0 I I w no o o L— J I BE REMOVED. I EXISTING ® I (B HAD ASPH. APRONS O 1) 0 I� ATCH BASIN #2 I HOUSE CAT BASIN #1 � (BOTH SIDES) Y 10 I L1 TYPE 2 -48' SOLID LI*) I c) 4" COMPACTED DEPTH CLASS "B" TYP MAN HJLE #2 S A 2+25, 6' T I L_ T L+3 0' LT I % STA +328 0' LT I °o I m w ASPHALT (MIN. 2 LIFTS) R M 299 45If 295.66 II / RIM, 242.0(0 I I a o I: 2"o q6 I I jE I (18' INFILI)� 96' ❑NG /INFILT ATION IE (12',N)26o -I� EX T. LT. w 2" MIN. COMPACTED DEPTH C ITY STD DETI BR2) r aOV• 4 THE CH�//F ❑R PRI ROAD IE (18' INFILT)I n E FH 07 CRUSHED SURFACING TOP COURSE I �2 s — — _ — — — — -L 3.0' IllE, LEVEL (SEE 3 h N _D_� SHT. 4) CD (CITY STDI DET 2 +00 IE: 285.3 -_� C 1 +11 SS TEE IE: 285.0 0 1 +05 PRI VA TE ROAD PROFILE SCALE- HORIZ, 1' =20' VERT,, 1' =2' IE, 289.- (18' INFII T) 1 +00 Z81vI O z-,I w 297 296 I~ I 295 Li 2 Li rn I I n-2s4 h 293 El D4 292 I U 291 290 I 30" 33�Iii 3�" 289 3 -X FFH 4" MIN. COMPACTED DEPTH J, 191335.806 CRUSHED SURFACING BASE COURSE D 1303910,841 GRAVEL BASE MAY BE REQUIRED PRIVATE ROAD SECTION N.T.S. W W 41L 44b GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEED ) 1 inch = 20 ft. RECOMMENDED FOR APPROVAL AS- BOIL -T AS- BU I LT BrgSE D Olt FIELD :501 // BY.• �+� DATE.• 7 z¢ 03 By cR�*1FS 4 ASSr--. StT N15, zoo4- BY. '^�/ — �� -1 `� DATE. 712-51C-3 /� J. J-1 . 91a—) 93'06'33 "(P) `o Z Of w�"'EoF� 1IIg�0¢ BY. DATE, m s 288 J I BY.• DA 7E:• W 1 287 1 ! Taal ANNED NOV - 7 � K 6 ?/2mz jj- 7izznz FS fpV 1( -,' /- 2a Cw NE 24th ST. _ I SIOI L E ' 7r3` 289 COF' F2ENTON W MA —28 EXPIRES: 3 1 2004 OF PUBLIC WORKS HOLE A 0 +2 6' LT FOUND CASED CONC MON '/RJOAD'/ / /AN�D� 7�DRAINAGE qe W) N89`40 17 E ENGINEER: /V / TA /\Y- 560-MPLA 281.9 (e' �4 C/) . /, - , ., o ? ` ;,�, o, , /� z ° / „_,w /,/0 A E G E R ENGINEERING OYLER SHORT PLAT 9419 South 204th Place DESIGNED: M DATE 6/8/03 FILE NAME JA -OY -2 283 Ken t, WA. 98031 DRAM: J7J Phone No. (206) 850 -0934 CHECKED: SCALE 1' 20' FlELD Boa¢ PAGE 282 NO. REVISION BY APPR. DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 2 OR FR. a �