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HomeMy WebLinkAboutR-386909PLAT OF WOODCREEK VOL. 192, PG. 87 TAX PARCEL � X951094-0090 / A PONT= OF !E V4 W 1/4 WCTdsawksajaig� 23 IL RANK 5 E., LA TTE COUNTY9 WA41 tTON PLAN Am Mi" CTINN DE"TAA.3 LUA • ©i 067 PEi T s UIM5174 80 SQ. FT. ADDITIONAL RIGHT OF WAY WILL BE REQUIRED FOR ROAD PURPOSES. 92 SQ. FT. ADDITIONAL RIGHT OF WAY WILL BE REQUIRED PUBUC STORM WAiERIEASEYENT 1 II II � FOR ROAD PURPOSES. OVER TRACT '8' FOR STORM WATER MAINTENANCE. TAX PARCEL TAX PARCEL #951094-0100 I #951094-0110 � 30' WATER LINE EASEMEN 1u RECORDED UNDER /497 TO BE RELMIQUISHED. TAX PARCEL #102305-9075 GRAPHIC SCALE 30 0 t5 30 00 ( INS') 1 inch = 90 it. 12' ROADWAY EX. 12' ROADWAY EX. 12' INGRESS, EGRESS EASEMENT RIDEREASEMENT UNDER AND UTILITY EASEMENT REC. X3482033 � WATER UNE EASEMENT REC. RECORDED UNDER #4929607 #3482033 UNDER REC. #8012100305 POR11ON TO BE RELINQUISHED TO REMAIN. TO REMAIN. TO BE RELINQUISHED. S00003'35"E 403.79' I I 156.97' _ r ------------- 7-- - - i------- --------------- ----------- _N00@0335? oN SPLIT RAIL FENCE - - - - - - -------------------------------------------- r --------------- -- ---- -- 04�--------- ----- 9 435 r - .7R7. (�) (PUBLIC ROAD) � � - _ -T- li PROPOSED WATER I ESTATES AT HIDDEN CREEK 1 ,�_ I PfLM ADEM VOL. 188, PG. 63 ° • a ° 4 ° a ° d • G • ♦- I L 15 PUBLIC STORK ,_.., _ - _ - T WATER I EASEMIENT.(TYP.) EASEMENT. \ �, 32.51 _ 40.00 40.00 _ _ : 40.00 40.00 ' _ _ 36.13 40. 3 ; \ \ TRACT EASEMIENT.(TYP.) TAX PARCEL 1 PRIVATE STORM •�' 16'4E L=23.97' I _ ; #102305-9288 I 11,594 - - -- RESIDENTIAL --- I -- -- - -- r---- R -LS�QQ _ I I I I I f I I I 16 .� l POND CHA&W PUBLIC WATER I I D VEWAY PER I I 20 REAR I14 NOT A PART I DETAIL SHEET C13 ; 15 SIDE YARD NOT A PAF�TT ; !� FELE SEE SHEET C6. EASEMENT. TYP. I I I BSBL np• 7,657 SF �, �, (TYP.) I I I I ( ) I I SETBACK. I FIRE SPRINKLERS ARE Qc PLAT TAX PARCEL I I I (TYPICAL) I RE D FOR THIS LOT. I / I ( L) 1 QuE 1 1 \ OF TSS PLAT , #238520-0060 / 15' PRIVATE STOR�rI 2 , I I \ I I I ' I I ' ' C 1 4 1 ' I 20 REAR 3 ,3 TAX PARCEL I EASEMENT. •� •� I � I I � � � I 1 � � I \ 5 rLo - I I 4 3 to - ' � - I SETBACK (TYP) I I IN6 �! 7�, 8 I 9 # 102305 9119 4,067 SF c� r I I " PROPOSED WATER 10 PRIVATE SANITARY �� � I � I � �� � 4 447 SF � � 5, 389 SF N I � - N I I 4, 377 SF 4, 610 SF I 4, 555 SF � o ' EASEMENT. T1t'P. SEWER EASEMENT. I -\ 40 Lo � � N\ � � I I I N I Z I 1 S f " f ' I I I T N00W 45 W 109.56 58.91 co co Ln Noo10-5w-------- I - \ I I I I I - S STORM RA(t- _ _ \ I I I �+► 1 SF -r - -f ��. I I I Z EASEtrIENT I •� .� _ I I I MAILBOXES v ,� 20' GARAGE I I ►� •� � •� •� - - - - - - I L _ _ _ - -`, SETBACK TYP �" 3" � I 4 U' 3 S, 027 SF I 'TWT 'C' 5 r �. ClC1 `'-- - 20 REAR YARD 3 735 SF �, \ TRACK \ w v �• w� 15' PU C T ' C2 - - � I \ � BU SANT ARY � \ d: a •� .� �• � N , SEWER EASEMENT. - 4. ;. , .a 5 WOODCHIP p � 7 -------------------- 167-41 2�W .l , �•� •� .� .� •� _'"� �,--- ___._ m PEDESTRIAN - 40. It - 20 WIDE WR'ESS, EGRESS PA SPLIT RAIL FENCES �' c� 'JBL •� .� .�IRCT sem, - .� •� L=122.20 - - -Ti > _ - UTILIT S EASEMENT \ G (TYP) S00�0 '35 E LjW jW m m=� .,, v, 41 � � 1 .� R=149.00 28.34' 12 %#t4b�+,' j ; - _ _ _ _ PROVIDE ENTRANCE GATE IN Una I IF I - ��; 5, 507 SF 82 tA6 S� C) . 20 GARAGE; 3 640 SF �''•, 1 I $ u SETBACK I I 15' FRONT I ? o �J SPLIT RAIL FENCING THAT •� .� .� •� •� •� .� •� •� \ - �` - - - - - - - - - - - - - - - SETBACK OPENS INTO EACH LOT FOR S00'00' -39"W S00'00'39'�W - - - - - - - _ w w (TYP) j I I 5 I ACCESS TO PEDESTRAIN PATH J' '41 --�' ``` --� ' J' �' `�' 14'24.05' 104.08' (') SPLIT RAIL FENCE N 1 ;N ;� ` 15 FOR LOT X11 �• .� �. •� ` ' TAX PARCEL #238520-0050 • �N3 I i ��. (T1rP) 15 CITY OF RENTON SPLIT RAIL FENCES �''�- `�' �' �' �' -�' S 3,932 SF .� WATER EASEMENT. iN pq IN � 13 I �� � O roc , 3,930 SF �� 3 N crJ 33.45� (TYP) \ .� .� •i• •� �• •� N55'S8'12"E� ; o 20' REAR ;Z 4, 376 SF ENTRANCE GATE 38.66. 'SETBACK I 4 f.5 - TO PEDESTRIAN 5,941 SF \ 1 - _ I (T�) I SETBACK - , , PATHWAY. 3 5, 721 SF '� \ TAX PARCEL o # 102305-9305 SPLIT RAIL FENS F_ --- - 15PUBUC STORM (TYP) I WTAPAT40.18----------L �EASEMENT. 14/ I IZ 40.18 rt - -I I \. .� R, .00111111105.83 R= -____ ESE I I aTl*PUT 1551.42 L=�Q:09'� SF 15 PUBLIC STORM -� f - L=47.74 - - -� - n' I uu�qrAptr I CURVE TABLE UNE TABLE CURVE UK LENGTH BEARING Ll 45.22 N06W'21 "E L2 11.64 58359'39"E L3 14.21 N07'04'22"E L4 1.87 N3977'44"E L5 32.79 S21 *57'59"W L6 26.44 S26'21'45"W L7 38.14 S40'44'27"W L8 46.30 S57053'03"W L9 14.89 S57'53'03"W L10 32.63 S70'3246"W Ll l 24.71 *57'59*E L12 17.16 _N21 N05V9'29"E L13 29.53 N05V9'29"E L14 10.79 N10'55'35"E L15 24.98 N10'55'35"E L16 13.86 N05004'22"W L17 1.68 N04'50'08"W L18 38.57 N04'50'08"W L19 1.57 N0317'33"W L20 21.47 *52'30"E L21 52.90 _S61 S88'22'21 "E CURVE TABLE CURVE LENGTH RADIUS Cl 31.89 24.00 C2 5.70 122.00 C3 24.15 122.00 C4 8.75 25.00 C5 37.25 24.00 1. LOT AREA REFERS TO GROSS LOT AREA. 2. PARKING COUNT INCLUDES 2 STALLS IN GARAGE PLUS 2 IN DRIVEWAY. 3. BUILDING COVERAGE SHOWN IS MAXIMUM ALLOWED BY CODE WITHIN THE R-8 ZONE. m LOT STATISTICS I II MATCH a; CURB RAMP PER LOT# LOT AREA PARKING BLDG. COVERAGE RIVATE OPEN SPACE LANDSCAPING 1 3,932 S.F. 4 1,966 S.F. 697 S.F. 655 S.F. 2 3,930 S.F. 4 1,965 S.F. 673 S.F. 527 S.F. 3 4,376 S.F. 4 2,188 S.F. 508 S.F. 400 S.F. 4 5,721 S.F. 4 2,861 S.F. 1,562 S.F. 1,073 S.F. 5 4,067 S.F. 4 2,034 S.F. 839 S.F. 185 S.F. 6 4,377 S.F. 4 21189 S.F. 925 S.F. 220 S.F. 7 4,610 S.F. 4 2,305 S.F. 928 S.F. 284 S.F. 8 4,555 S.F. 4 2,278 S.F. 922 S.F. 284 S.F. 9 4,447 S.F. 4 2,224 S.F. 921 S.F. 220 S.F. 10 5,389 S.F. 4 2,695 S.F. 2,238 S.F. 799 S.F. 11 5,941 S.F. 4 2,971 S.F. 1,926 S.F. 780 S.F. 12 5,507 S.F. 4 2,754 S.F. 812 S.F. 158 S.F. 13 5,027 S.F. 4 2,514 S.F. 1,650 S.F. 205 S.F. 14 7,657 S.F. 4 3,829 S.F. 1,178 S.F. 407 S. F. 1. LOT AREA REFERS TO GROSS LOT AREA. 2. PARKING COUNT INCLUDES 2 STALLS IN GARAGE PLUS 2 IN DRIVEWAY. 3. BUILDING COVERAGE SHOWN IS MAXIMUM ALLOWED BY CODE WITHIN THE R-8 ZONE. grLAN AVE N MW!"TMIT SCALE: 1" = 20' 419.15 419.34 419.07 _ EG=419.66 419.41 _ 0.89 - -- �- LOW PT 419.61 419.15 419.24 C.89 v kl° PUeAN L1C CIG=419.83 o° 420.34 RIM -419.92 0 420.48 N EG=419.68 rb „.0.89 1420.03 1.Oq (PRI VA TE) a a° a 420.2 � q a a 420.50 1 1 2 TAW C PL N SCALE: 1 " = 20' c D. �- 3 -*4U V CALL 48 HOURS BEFORE YOU DIG DIAL 811 p\ S I N T,�� wASf ti� _ Z ,p 42841 ��sS FG S T l uNA L NG rn D m I II MATCH a; CURB RAMP PER XISTING �"�MATCH � �� WSDOT STANDARD PLAN I a F-40.12-02 EXISTING I 422.73 422.64 BOTH SIDES OF ROAD 422 75 SSMH 422.72 423.14 RIM=423.54 ( SAWCUT LINE 423.31 1 423.70 9g 422.95 423.20 RIM CB#S 423.43 � 424.05 0 N MAS! AVE K o (PUBLIC) 423.70 RIM CB#4 424.05 Q. d. ° - - d 44 C d 6 7 s grLAN AVE N MW!"TMIT SCALE: 1" = 20' 419.15 419.34 419.07 _ EG=419.66 419.41 _ 0.89 - -- �- LOW PT 419.61 419.15 419.24 C.89 v kl° PUeAN L1C CIG=419.83 o° 420.34 RIM -419.92 0 420.48 N EG=419.68 rb „.0.89 1420.03 1.Oq (PRI VA TE) a a° a 420.2 � q a a 420.50 1 1 2 TAW C PL N SCALE: 1 " = 20' c D. �- 3 -*4U V CALL 48 HOURS BEFORE YOU DIG DIAL 811 p\ S I N T,�� wASf ti� _ Z ,p 42841 ��sS FG S T l uNA L NG rn D