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Home My WebLink AboutS-311701I r R I v N 0.o tab a pR� a 1 � � fib i 32 Tw4w A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M. NO TES: - ---- -- ._._._ � .� Qs• s wm.00rr or suvsu MAS ,23N »> ts' O'1 A 163 on v w OW OF SM s -2.1 -s - 026 • F OF VIOLA oar 1. ABANDON THE EXISTING SEPTIC SYSTEM ON LOT 1, or �oN CONIM Pm nAr of- sumr u�.s My a66 CONNECT TO NEW SEWER MAIN. 2. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO I �EX � EX FM INFILTRATION CATCH BASINS. N: 191335.806 3. EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR : 1303910.841 ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT. ° 9A Cr Z �o 4. IF THE PROPOSED SINGLE-FAMILY r SE S GLE FAMILY STRUCTURES EXCEED .� I • � .. 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM � X AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF THE 3�°" I .� .�� ® 1 t t/►x� 40 LONG ROOF /G'VTiER STRUCTURE. DOWNSPOUT wm nu nm n� TRENCH 2' WDE, LEWL I I I 5. TRENCH RESTORATION WITHIN ABERDEEN AVE. NE FOR THE N (SEE DET. SHT. 4) FENCE R Is I �o• i FIRE HYDRANT PIPING SHALL BE PER THE CITY OF RENTON � w 2- 75' s � � W TRENCH RESTORATION � 20 Accfss --� �. �9 ,t„�. I � t CASED CONC NM ES ORATION AND STREET OVERLAY REQUIREMENTS e I E 1 \ ' ..° 3.66' ?52.66' I FOR AN AREA INLCUDING THE TRENCH AND FIVE FEET ON EACH � w 66.7Y* x SIDE OF THE TRENCH FOR THE I EXIST. IRAN HOLE 0 E ENTIRE WIDTH OF THE STREET. w t- - `" - � - - - -, s'02S• �--x -X x- x-� . 1 � RIM: 29s.91 -Tmw ,. 1 '� 13 o THIS AREA WILL BE GROUND DOWN TO A DEPTH OF 1-1/2 . A 1 I r I " I g� N I IE: 289.99 (15,N) EX / w rs I 10 � $ l i 1-1/2" OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER w t I '0' I IWO SF HODS£ . b '�� x �° I ' E I 12 I O 23 NORTH OF PRIV. RD. CENTERLINE t 90 I I I FOO MRINT ___ STA 49 +43.5 (W 2825) 22.0 L) CITY STANDARDS. N EMI OJ� 6 K S�+cft SXoku. 1rWd �'4t K '(o¢rf Tit -11. � ^ I I I (PRELIM) I END r r f x- s _ w w I `s 1 600 S HOUSE ", I , j,0 I '� I 16 x6 TAPPING TEE FL 6. F.` _ AND COMPACT ROAD PRISM T F i h �o I FFE• 300.0 1 w ) S 0 FINISH I SH GRADE PRIOR TO `�. I rPR��rr - I IE. �- fro -- -� x 8 i 1 -6 GATE VALVE FLxMJ I 292. 2 MODE THICKENED -n w ( ) EXCAVATION FOR THE INSTALLATION OF THE SANITARY R PRELIM) 1 g I w I I 1- SEWE � x I 16 PVC SIDE � 5 MVO FIRE HYDRANT ASSY $ I :302. 2 I 1 EDGE CURB � ' 1 I � x � I � LF _ • MAIN. �� I � I I SEWER O 2X I I 2 1 w POLY WA I �'' EX I � I Z30 6 D. 1. _ �) x 1 Jn 3oi i 1 CONCRETE THRUST BLOCK _ - _ J SERVICE PIPES (-- -- - - -- - - ---- I ° 10. E: 295.2 Ll oti IE: 293. ,�h �o, �r�uf� 1 (2) NEW � ® H. I I PAVEMENT PATCH FOR HYDRANT. SEE NOTE 5 10' SPH. DWY. '� o R- 1 I WATER ABOVE. CITY NA INSTALL M I I 1 ( WILL LL ETER PIPING). 'FLOW LINE I METERS -- ____ -- -- -- -- W �T _ _ I h p' x---. - x X - _._ J 1 Cum zawm s � et u n wo Kl~ ewe" P mm f x x x t 25 RAD ASPH. APRONS Am.) GRAPHIC SC � � -- - -- _ _ = �=' ` � I; t i (eOTH SIDES) ....� `'` _ -� Lam; _ I N t 20 1� 40 so .► so f --� - - _ " - SAWCUT 12 INTO EXIST ASPH. I d6. TS' 9�0. ?5' - � low w rm) 252. 7 - SEWER 0 2. IWME S'1IGN Nad• 17'26.11' � .r STRUT 1 inch in so ft. ? 40' LONG I? lcum FENCE UNE 3.25' � (SE DE . SHT. 4 ) DO*WPOUT INF7L nu noN END H. 0 A HALT WIDTH I ; � IPRNA7E RD' & 3 TRENCH. 2' M PE, LEVEL 01 0 20' PUBLIC IN 20' PRIV ROAD ESMT. S !� o I I w AVE NEW ST U t I I (SEE DET. � 4) 6» PVC SIDE SEWER ESMT. > t I SHED do GARAGE WYI a 0 1 3 I LEGEND: SEWER 0 2% TO BE REMOVED r-Alr_ -I �' 1 I , CATCH BASIN 2 MAN HOLE TYPE 1 L SOLID LID OBTAIN DEMO PERMIT -- 2 TYPE 2 -48 � +I I ^ � I NEW MANHOLE STA 0 +32.8 LT �, < I kI • FROM CITY ; W STA 0 +20.5 RT FOUND SECMN COW" NON AS SNOWY STA 2 +05, 5 RT STA 1 +32, 8 LT ) RIM: 298.7 g v' I � , I k RIM: 298.8 SP2 W 94082-99012 vo. Lug -94 -07 -SHPL RIM: 302.2 RIM: 299.5 w IE: 296.0 1 g" INFILT 1 Q . # 1 C:- � FOUND 114 c�O MM WW AS SHOWY IE: 294.7 IE: 296.0 (18 INFILT) 96 LONG INFILTRATION ( ) K I 1E. 289.2 (8 ,1111) 1 I 04 IE: 289.1 (8 ,S) ,$ racnry movU�wENr As Sf�nw►v � �� V�W (CITY STD DET BR28) .N.�' ,24TH �S'T TRENCH FOR PRIV. ROAD ® � 2.5 WIDE, LEVEL. (SEE DET. � O 0 SET 5/8s MW AND CAP L.S.• 29337 CONIIRfRiOUS FREE (TYP.) MON SUNSET HILLS PUT (SE 1 GOTH ST. � SHT. 4) co I ,\ V) 1h 0 Et UND RMR OR PPE AS SHOW DECIDUOUS TREE (r>P. ) R � 1 7N8 � � S. LINE NW 1/4 OF � NE 1/4 OF S£C. 5 -23 -5 _ - 1 324.9J (P) _ - - - W - 9'40 17 RrcHr 0� wAr (D) DM - - - � - Nd9.3a'1o�- CONNECT TO EXIST MAN HOLE SP1 RENTON SHgItT P�Ir !MD. cup- 9d'- 1o2 -SMPL (C) CAL CULArEn N: 191115.416, E: 1303876.591 REC. ni0. ser�7299oog Nlr 303 � - ' � ARr �' RIM: 299.15 �S SEM'ER MANMOLE .303 IE: 288.5 (8',S) EXIST. ® WA 7M MUM IE: 288.7 (8 "N) NEW 302 END R WAY 301 W Z 7 2 W ui f 0 1 a m� 4" COMPACTED DEPTH CLASS "B" ASPHALT 09 Flow LINE TO BE BASINS 0 o W 0 Z J 20, 1- EASEMENT U � � Ia 20' A.G. PAVEMENT 1 � 2# ASPAHLT cp i WEDGE CURE � h lt I Alm 1 � � fib i 32 Tw4w A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M. NO TES: - ---- -- ._._._ � .� Qs• s wm.00rr or suvsu MAS ,23N »> ts' O'1 A 163 on v w OW OF SM s -2.1 -s - 026 • F OF VIOLA oar 1. ABANDON THE EXISTING SEPTIC SYSTEM ON LOT 1, or �oN CONIM Pm nAr of- sumr u�.s My a66 CONNECT TO NEW SEWER MAIN. 2. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO I �EX � EX FM INFILTRATION CATCH BASINS. N: 191335.806 3. EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR : 1303910.841 ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT. ° 9A Cr Z �o 4. IF THE PROPOSED SINGLE-FAMILY r SE S GLE FAMILY STRUCTURES EXCEED .� I • � .. 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM � X AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF THE 3�°" I .� .�� ® 1 t t/►x� 40 LONG ROOF /G'VTiER STRUCTURE. DOWNSPOUT wm nu nm n� TRENCH 2' WDE, LEWL I I I 5. TRENCH RESTORATION WITHIN ABERDEEN AVE. NE FOR THE N (SEE DET. SHT. 4) FENCE R Is I �o• i FIRE HYDRANT PIPING SHALL BE PER THE CITY OF RENTON � w 2- 75' s � � W TRENCH RESTORATION � 20 Accfss --� �. �9 ,t„�. I � t CASED CONC NM ES ORATION AND STREET OVERLAY REQUIREMENTS e I E 1 \ ' ..° 3.66' ?52.66' I FOR AN AREA INLCUDING THE TRENCH AND FIVE FEET ON EACH � w 66.7Y* x SIDE OF THE TRENCH FOR THE I EXIST. IRAN HOLE 0 E ENTIRE WIDTH OF THE STREET. w t- - `" - � - - - -, s'02S• �--x -X x- x-� . 1 � RIM: 29s.91 -Tmw ,. 1 '� 13 o THIS AREA WILL BE GROUND DOWN TO A DEPTH OF 1-1/2 . A 1 I r I " I g� N I IE: 289.99 (15,N) EX / w rs I 10 � $ l i 1-1/2" OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER w t I '0' I IWO SF HODS£ . b '�� x �° I ' E I 12 I O 23 NORTH OF PRIV. RD. CENTERLINE t 90 I I I FOO MRINT ___ STA 49 +43.5 (W 2825) 22.0 L) CITY STANDARDS. N EMI OJ� 6 K S�+cft SXoku. 1rWd �'4t K '(o¢rf Tit -11. � ^ I I I (PRELIM) I END r r f x- s _ w w I `s 1 600 S HOUSE ", I , j,0 I '� I 16 x6 TAPPING TEE FL 6. F.` _ AND COMPACT ROAD PRISM T F i h �o I FFE• 300.0 1 w ) S 0 FINISH I SH GRADE PRIOR TO `�. I rPR��rr - I IE. �- fro -- -� x 8 i 1 -6 GATE VALVE FLxMJ I 292. 2 MODE THICKENED -n w ( ) EXCAVATION FOR THE INSTALLATION OF THE SANITARY R PRELIM) 1 g I w I I 1- SEWE � x I 16 PVC SIDE � 5 MVO FIRE HYDRANT ASSY $ I :302. 2 I 1 EDGE CURB � ' 1 I � x � I � LF _ • MAIN. �� I � I I SEWER O 2X I I 2 1 w POLY WA I �'' EX I � I Z30 6 D. 1. _ �) x 1 Jn 3oi i 1 CONCRETE THRUST BLOCK _ - _ J SERVICE PIPES (-- -- - - -- - - ---- I ° 10. E: 295.2 Ll oti IE: 293. ,�h �o, �r�uf� 1 (2) NEW � ® H. I I PAVEMENT PATCH FOR HYDRANT. SEE NOTE 5 10' SPH. DWY. '� o R- 1 I WATER ABOVE. CITY NA INSTALL M I I 1 ( WILL LL ETER PIPING). 'FLOW LINE I METERS -- ____ -- -- -- -- W �T _ _ I h p' x---. - x X - _._ J 1 Cum zawm s � et u n wo Kl~ ewe" P mm f x x x t 25 RAD ASPH. APRONS Am.) GRAPHIC SC � � -- - -- _ _ = �=' ` � I; t i (eOTH SIDES) ....� `'` _ -� Lam; _ I N t 20 1� 40 so .► so f --� - - _ " - SAWCUT 12 INTO EXIST ASPH. I d6. TS' 9�0. ?5' - � low w rm) 252. 7 - SEWER 0 2. IWME S'1IGN Nad• 17'26.11' � .r STRUT 1 inch in so ft. ? 40' LONG I? lcum FENCE UNE 3.25' � (SE DE . SHT. 4 ) DO*WPOUT INF7L nu noN END H. 0 A HALT WIDTH I ; � IPRNA7E RD' & 3 TRENCH. 2' M PE, LEVEL 01 0 20' PUBLIC IN 20' PRIV ROAD ESMT. S !� o I I w AVE NEW ST U t I I (SEE DET. � 4) 6» PVC SIDE SEWER ESMT. > t I SHED do GARAGE WYI a 0 1 3 I LEGEND: SEWER 0 2% TO BE REMOVED r-Alr_ -I �' 1 I , CATCH BASIN 2 MAN HOLE TYPE 1 L SOLID LID OBTAIN DEMO PERMIT -- 2 TYPE 2 -48 � +I I ^ � I NEW MANHOLE STA 0 +32.8 LT �, < I kI • FROM CITY ; W STA 0 +20.5 RT FOUND SECMN COW" NON AS SNOWY STA 2 +05, 5 RT STA 1 +32, 8 LT ) RIM: 298.7 g v' I � , I k RIM: 298.8 SP2 W 94082-99012 vo. Lug -94 -07 -SHPL RIM: 302.2 RIM: 299.5 w IE: 296.0 1 g" INFILT 1 Q . # 1 C:- � FOUND 114 c�O MM WW AS SHOWY IE: 294.7 IE: 296.0 (18 INFILT) 96 LONG INFILTRATION ( ) K I 1E. 289.2 (8 ,1111) 1 I 04 IE: 289.1 (8 ,S) ,$ racnry movU�wENr As Sf�nw►v � �� V�W (CITY STD DET BR28) .N.�' ,24TH �S'T TRENCH FOR PRIV. ROAD ® � 2.5 WIDE, LEVEL. (SEE DET. � O 0 SET 5/8s MW AND CAP L.S.• 29337 CONIIRfRiOUS FREE (TYP.) MON SUNSET HILLS PUT (SE 1 GOTH ST. � SHT. 4) co I ,\ V) 1h 0 Et UND RMR OR PPE AS SHOW DECIDUOUS TREE (r>P. ) R � 1 7N8 � � S. LINE NW 1/4 OF � NE 1/4 OF S£C. 5 -23 -5 _ - 1 324.9J (P) _ - - - W - 9'40 17 RrcHr 0� wAr (D) DM - - - � - Nd9.3a'1o�- CONNECT TO EXIST MAN HOLE SP1 RENTON SHgItT P�Ir !MD. cup- 9d'- 1o2 -SMPL (C) CAL CULArEn N: 191115.416, E: 1303876.591 REC. ni0. ser�7299oog Nlr 303 � - ' � ARr �' RIM: 299.15 �S SEM'ER MANMOLE .303 IE: 288.5 (8',S) EXIST. ® WA 7M MUM IE: 288.7 (8 "N) NEW 302 END R WAY 301 W Z 7 2 W ui f 0 1 a m� 4" COMPACTED DEPTH CLASS "B" ASPHALT 09 Flow LINE TO BE DIRECTED TO CATCH BASINS W Z J 20, 1- EASEMENT Ia 20' A.G. PAVEMENT 1 � 2# ASPAHLT N i WEDGE CURE � h lt I 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED � PRIVATE ROAD SECTION wnw� •J�'i'N7 J 300 299 298 297 295 1 ■■ 0 ALLI a q 294 M711111 ULVA 'L 1 1 v 293 RIM: � m IF4W!lmrAm 292 291 290 2+40 •i �OLL '1 i9 2 Wo-t.', 298.0 a li : • 1 +57 Y J 302 CORE DRILL AND RECHANNEL EXIST. MH V � /f + c7d dW �y 299 297 296 1 295 ,294 '293 292 291 RECOMMENDED FOR APPROVAL Br.' 14 ATE: t1, e1 er: a�rF': G QG e 3 IB1': ON11E': er hww &flllw QATE: 1wwi 30j! III � +1 � 290 CITY OP'' RENTON 1 +00 0 +00 189 DEPARTMENT OF PUBLIC WORKS .PRIVATE ROAD PROF /LE ?de WA TER, SEVER, R OAD SCALE: � Z: ��; =? °' JAEGER ENGINEERING AND DRAINAGE PLAN ROY SY= SHORT PLAT 9419 South 204th Ploce jJJ a,�c; �� „�c N„�; M_,r_, Kent, WA. 98031 DRAW Jlj Phone No. (?06) 850 -0934 cmtcxw. MALL I' ' 2W m"1°'' "m Ho. RcNZ004 eY APPR. ooh Fax No. (253) 850 -0155 $Mtn 2 a: 4 SCnNNEO NOV • 7 2003 gyp; V �,?//,8/ i Kiift�i' Y�� i Mr.- h ��ld5�! Alm SIM� �iF1�!4Yii t��i9C Y J 302 CORE DRILL AND RECHANNEL EXIST. MH V � /f + c7d dW �y 299 297 296 1 295 ,294 '293 292 291 RECOMMENDED FOR APPROVAL Br.' 14 ATE: t1, e1 er: a�rF': G QG e 3 IB1': ON11E': er hww &flllw QATE: 1wwi 30j! III � +1 � 290 CITY OP'' RENTON 1 +00 0 +00 189 DEPARTMENT OF PUBLIC WORKS .PRIVATE ROAD PROF /LE ?de WA TER, SEVER, R OAD SCALE: � Z: ��; =? °' JAEGER ENGINEERING AND DRAINAGE PLAN ROY SY= SHORT PLAT 9419 South 204th Ploce jJJ a,�c; �� „�c N„�; M_,r_, Kent, WA. 98031 DRAW Jlj Phone No. (?06) 850 -0934 cmtcxw. MALL I' ' 2W m"1°'' "m Ho. RcNZ004 eY APPR. ooh Fax No. (253) 850 -0155 $Mtn 2 a: 4 SCnNNEO NOV • 7 2003 gyp; V �,?//,8/ i