The URL can be used to link to this page

Home My WebLink AboutS-297101j 2 6' HIGH SOLID WOOD FLOW LINE TO BE A PORTION of the N.W. 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. FENCE ALL ALONG DIRECTED AS SHOWN NORTH PROPERTY LINE. ON PLAN 2 EXISTING CENTERLINE GRADE z t z &\If= J U o r ^ ^ ^^ Lever C�erTr U EXISTING AND PROPOSED --I 4' LANDSCAPE - I T 26' I i- _ L. �nvry ••may. mO - _ .___•• -•_ f.- - - -- - --- --.�. _. _ _ _ EASEMENT °pRIV41� U"T N? _ �.__ .,., _ i I - i L- WITH PRYMADALIS o I9 11' Iw '� i? ! GG%V IGKL/NG GRADE g _ D, RD 140 4 s- �_ 40 AT 5 INTERVALS) a 4� 0' 2 - - - - i _ 77�11 0' - 8_ ACS -N12 S, DRAIN-- * ,. - ! A.C. PAVEMENT SHHRUB 39 ® 1.0� ! T 1 - - - -_.. Z 18 ^� ASPAHLT �. -. _ Z . CUR n- ORM . 8 I- 271 3 SLOPE X t •I. � ANEW CATCH'.BA,SIN ,¢2 TYPE 1) __. -. - - - - -. .. - - - -?� __ - - -- - -- - , :_ - _ _. _.. - _BZj - -- - - hh -37 a °$oo °• 0 0 r.c.... -c ..�+ 37 ..°T �,><. STA Ot32 5.5 S. OF PL q I - 19 G 17� t fr r/il II11_ Mrep, R, UTJ iJ Uu EXIST Nr, -7 36 SID 90 :;>CXET C+' - --- - - - - -- - - - - -- - -- -- a ADJJS� PLE 2 ;.ACIET i STREET LIGHT C �WW SC0JI =ED- I cl %C C <- - - NEW RIM: 39.5 (MATCH EX GRADE E tc�4 aNi z.. GAL VA�•I.ED SIL L! _ 3 5 W `I 35 - -- lE 379 EWE 37.9' EX 12 N)S) -_ +m SS TEES �_�._ DRIVEWAY PER CITY STD. DET. F006 NEW STREET SIGN - _ ED CLASS ASPHALT ® 2" MIN. COMPACTED DEPTH (SEE DET. THIS SHT.) 34 _. 8YOF1£LD S' URVEMY)- -- - 1 SS TEE r SS TEE _ IE 3229 __' - _ 2 +01 _ E- 32,134 34- IE 2158 -- 1 , 0 2+ 1 0 2 +62 -- - - -- - -34 3 CRUSHED SURFACING TOP COURSE ►.l MIN FFES 40.0' j 2 6' HIGH SOLID WOOD FLOW LINE TO BE A PORTION of the N.W. 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. FENCE ALL ALONG DIRECTED AS SHOWN NORTH PROPERTY LINE. ON PLAN 2 EXISTING CENTERLINE GRADE z t z &\If= J U o r ^ ^ ^^ Lever C�erTr U EXISTING AND PROPOSED --I 4' LANDSCAPE - I T 26' I i- _ L. �nvry ••may. mO - _ .___•• -•_ f.- - - -- - --- --.�. _. _ _ _ EASEMENT °pRIV41� U"T N? _ �.__ .,., _ i I - i L- WITH PRYMADALIS o I9 11' Iw '� i? ! GG%V IGKL/NG GRADE g _ D, RD 140 4 s- �_ 40 AT 5 INTERVALS) a 4� 0' 2 - - - - i _ 77�11 0' - 8_ ACS -N12 S, DRAIN-- * ,. - ! A.C. PAVEMENT SHHRUB 39 ® 1.0� ! T 1 - - - -_.. Z 18 ^� ASPAHLT �. -. _ Z . CUR n- ORM . 8 I- 271 3 SLOPE X t •I. � ANEW CATCH'.BA,SIN ,¢2 TYPE 1) __. -. - - - - -. .. - - - -?� __ - - -- - -- - , :_ - _ _. _.. - _BZj - -- - - hh -37 a °$oo °• 0 0 r.c.... -c ..�+ 37 ..°T �,><. STA Ot32 5.5 S. OF PL R� - -- - ~ W 17 n - - 1- EXIST Nr, -7 36 ,r O E E - --- - - - - -- - - - - -- - -- -- ®2 +66 3+ - 31 DD STREET LIGHT IE: 21.6'(EX. 8-Ey PRIVATE ROAD /DRIVEWAY PROFILE lE.• 37.28' (NEW e E 1�7rI - NEW RIM: 39.5 (MATCH EX GRADE E o� - - - - _ 3 5 I 4" COMPACTED DEPTH aw "B" - -^ 35 - -- lE 379 EWE 37.9' EX 12 N)S) -_ +m SS TEES �_�._ DRIVEWAY PER CITY STD. DET. F006 NEW STREET SIGN - _ ED CLASS ASPHALT ® 2" MIN. COMPACTED DEPTH (SEE DET. THIS SHT.) 34 _. 8YOF1£LD S' URVEMY)- -- - 1 SS TEE r SS TEE _ IE 3229 __' - _ 2 +01 _ E- 32,134 34- IE 2158 -- 1 , 0 2+ 1 0 2 +62 -- - - -- - -34 3 CRUSHED SURFACING TOP COURSE INSTALL (\1F W LADDF I;. MIN FFES 40.0' (St OVER EX. PPE) IE: 31.73 IE: 31.78 I r� 1 +00 Jg.5 \ RIM: 39.5 (MATCH X. GRADE? EX. C W 1E.• 37.9' IIEW 8 ; E) L 4" MIN. COMPACTED DEPTH 50' - 6" PVC 0 0.5% 33 0 0 +90 i - -a _- ___.. - - 33 CRUSHED SURFACING BASE COURSE U SET OVER EX. PIPE 3 ( ) SS TEE SAWCUT AND REMOVE EXIST. _ 64 LF a 0-- STEEL EXPANSION DOLTS, MIN. 2 EACH AT CONNECTION POINTS. -- - `- -� GRAVEL BASE MAY BE REQUIRED IE: 31.78 0 1 +00 WOOD FENCE ALL 32 O -- o oss 0 `- 32 � SS TEE INSTALL "NO PARKING" SIGNS IE 3229 0 50' INTERVALS ®2+01 SS TEES \ S 32.5 \0 s I STREET SIGN DETAIL W 17 n WATER SERVICE 0 '= E %. C CB III d ,r O E E RIM: 40.5 EXIST. POLE WITH IE: 36.7 ®2 +66 3+ - 31 DD - STREET LIGHT IE: 21.6'(EX. 8-Ey PRIVATE ROAD /DRIVEWAY PROFILE lE.• 37.28' (NEW e E 1�7rI - IE. 21.6' (£X. 8" N /S) f�14 SAWCUT EXISTING CURB, GUTTER TOP: 37.1 l" 32.6' (8 ",W) 1E.' 31.28' ((NEW 8" E) INSIDE DRtlP MAN HOLE - & SIDEWALK. CONSTRUCT 20' WIDE 1" = F°I U I( i DRIVEWAY PER CITY STD. DET. F006 NEW STREET SIGN INSTALL NFEW LADDER c (SEE DET. THIS SHT.) S �' -� 5421..1 Sq�.t - SAWCUT & PATCH PAVEMENT (SEE - INSTALL (\1F W LADDF I;. MIN FFES 40.0' DET. SHT 4) 3. KA ER STAINLESS 51!11. ADJUSTABLE CLAMPING BRACKET; I`t. APPRC'LLD ED= SHALL 1x INSTALLED m mm 6- OF Jg.5 \ RIM: 39.5 (MATCH X. GRADE? EX. C W 1E.• 37.9' IIEW 8 ; E) FOUND CASED CONC. MOA W /BRASS NAIL E %. CB EX. CS 0985 -8 (TYPE 1 RIM: 38.0 IE: 36.1 (EX., 12" NMS) IE: 36.1 (NEW, 8", NE) W z 0 EXIST. POLE WITH STREET LIGHT APPROX. 120' SOUTH OF PROP. P- sf -a9a/ / I 1 I I I IS II I d - - RYE A?A nd AFT EXIST. FIRE HYDRANT TO BE RETROFITTED WITH STORTZ FITTING. HYDRANT TO BE RELOCATED 5' SOUTH IF -Gv DETERMINED NECESSARY BY CITY INSPECTOR 2.0'J WATER SERVICE PRIVATE ROAD SECTION 31 D+ = EXISTING SAN SEWER MAN HOLE _,_._ ®2 +66 3+ - 31 DD - STA 0 +00 RIM: 39.6' IE: 21.6'(EX. 8-Ey PRIVATE ROAD /DRIVEWAY PROFILE lE.• 37.28' (NEW e E STA•2+6695�S.OFOPL - IE. 21.6' (£X. 8" N /S) INSIDE DROP MAN HOLE PER CITY STD. DET THIS SHT. SCALE: ,OR12.: ( ) _ TOP: 37.1 l" 32.6' (8 ",W) 1E.' 31.28' ((NEW 8" E) INSIDE DRtlP MAN HOLE VERE_ REMOVE EXIST LADDER (FILL HOLES) AND 1" = (SEE DET SHT 4) PER CITY STD. DET (THIS SHT.) INSTALL NFEW LADDER /- L MIME DROPS, ARE CNLY TO OIL USED UPON .APPROVAL RY THE -NAS -WATER UTILITY SECTION. REMOVE EXIST LADDER (FILL HOLES), AND �0T �� 5421..1 Sq�.t z. Aa IIrE SI:ALL o= SIMILAR AIATIRIAL AS MAmUN[. Q I 3 NEW BASIN 1 (TYPE 1) INSTALL (\1F W LADDF I;. MIN FFES 40.0' _ IrvNv FFE: 38.x' 3. KA ER STAINLESS 51!11. ADJUSTABLE CLAMPING BRACKET; I`t. APPRC'LLD ED= SHALL 1x INSTALLED m mm 6- OF Jg.5 \ RIM: 39.5 (MATCH X. GRADE? EX. C W 1E.• 37.9' IIEW 8 ; E) ON WEST SIDE. ROTATE TOP CONE TO 50' - 6" PVC 0 0.5% DORA BELL AND SCOT ENDS OF EACH DROP P, IF DROP FIPE LEtr•::TH EXCEEDS 5 FEET THEN CLNTIR STRAPS SHALL RE INSTALLED mTH IE.' 379• EX 12, N&S') 11 (TO BE C NFlRMED BY FIELD SURVEY) MATCH NEW LADDER. ig1 >28g QO> A MINIMUM SPACING OF 4 FEET ON C<-NTER. BRAG <ETS SHALL 6L ATTACHED U7ILI21NG STAINLESS U SET OVER EX. PIPE 3 ( ) SS TEE SAWCUT AND REMOVE EXIST. SP 23p -78 STEEL EXPANSION DOLTS, MIN. 2 EACH AT CONNECTION POINTS. 10' - 8" ADS -N12 w r- DRAINAGE 0 1.OR / DRIVEWAY. INSTALL CURB, GUTTER & IE: 31.78 0 1 +00 WOOD FENCE ALL BEN CEL B PAR \_ �N; ��W�R CLEAN OUT (SH7w4 T/� �IYG Af OAIA SIDEWALK PER CITY STANDARDS. E %. CB EX. CS 0985 -8 (TYPE 1 RIM: 38.0 IE: 36.1 (EX., 12" NMS) IE: 36.1 (NEW, 8", NE) W z 0 EXIST. POLE WITH STREET LIGHT APPROX. 120' SOUTH OF PROP. P- sf -a9a/ / I 1 I I I IS II I CU* I I 116 10' �7 2610 0\ASPHA T r I J <W 3 0, N� to k� N 2 I 0 ti k sO.oO EX. C I 3I I I I wII � I I X I I� II I> 2 I I Im 30' D `r I � 5' - -- - 2.0'J WATER SERVICE PRIVATE ROAD SECTION 31 D+ - STA b +00 -. D IX577N9G6SAN. SEWER MAN HOLE : -_ - 1+DD - - 2 +00 - - _,_._ ®2 +66 3+ - 31 DD N.T.S. SEWER STUB ° IE: 21.6'(EX. 8-Ey PRIVATE ROAD /DRIVEWAY PROFILE lE.• 37.28' (NEW e E STA•2+6695�S.OFOPL 0 2% MIN. 0 INSIDE DROP MAN HOLE PER CITY STD. DET THIS SHT. SCALE: ,OR12.: ( ) 1' = 20' 2' TOP: 37.1 l" 32.6' (8 ",W) < <- VERE_ REMOVE EXIST LADDER (FILL HOLES) AND 1" = (SEE DET SHT 4) EXIST DRIVEWAY TO BE ABANDONED INSTALL NFEW LADDER /- L MIME DROPS, ARE CNLY TO OIL USED UPON .APPROVAL RY THE -NAS -WATER UTILITY SECTION. ON WEST SIDE. ROTATE TOP CONE TO MATCH NEW LADDER. �0T �� 5421..1 Sq�.t z. Aa IIrE SI:ALL o= SIMILAR AIATIRIAL AS MAmUN[. Q I 3 NEW BASIN 1 (TYPE 1) EACH WATER SERVICE PIPE TO BE 1" POLY MIN FFES 40.0' _ IrvNv FFE: 38.x' 3. KA ER STAINLESS 51!11. ADJUSTABLE CLAMPING BRACKET; I`t. APPRC'LLD ED= SHALL 1x INSTALLED m mm 6- OF Jg.5 \ RIM: 39.5 (MATCH X. GRADE? EX. C W 1E.• 37.9' IIEW 8 ; E) PIPE, 200 PSI 50' - 6" PVC 0 0.5% DORA BELL AND SCOT ENDS OF EACH DROP P, IF DROP FIPE LEtr•::TH EXCEEDS 5 FEET THEN CLNTIR STRAPS SHALL RE INSTALLED mTH IE.' 379• EX 12, N&S') 11 (TO BE C NFlRMED BY FIELD SURVEY) END PRIVATE ROAD, ig1 >28g QO> A MINIMUM SPACING OF 4 FEET ON C<-NTER. BRAG <ETS SHALL 6L ATTACHED U7ILI21NG STAINLESS U SET OVER EX. PIPE 3 ( ) SS TEE BEGIN JOINT DRIVEWAY SS TEE SP 23p -78 STEEL EXPANSION DOLTS, MIN. 2 EACH AT CONNECTION POINTS. 10' - 8" ADS -N12 w r- DRAINAGE 0 1.OR / IE: 31.73 0 0 +90 IE: 31.78 0 1 +00 WOOD FENCE ALL BEN CEL B PAR \_ �N; ��W�R CLEAN OUT (SH7w4 T/� �IYG Af OAIA - - NEW CATCfI BASIN }7 (TYPE �l RIM: 39.6 IE.• 38.0' 8", W NEW V ( ) FOR CHAIN LINK FENCE IS AND 1.24' N OF PROP. LINE (PUBLIC 1) 6' HIGH SOLID ALONG NORTH PROP. LINE 26' EASEM NT \ INGRES EGRESS SHED TO BE \ UTIL. (PRIVATE ROAD REMOVED SE IT), � SS TEE INSTALL "NO PARKING" SIGNS IE 3229 0 50' INTERVALS ®2+01 SS TEES \ S 32.5 \0 (SEE3DET. - ) 0 2 +66 5 ��' TEE ' 1 't,,1 '•, ASPHALT - >tANDSCAP 2 +62 BUFFER\ CHAIN LINK FENCE IS ♦ 65.0 - - - - - 'j�-O7_ N8T34'15'iD� L V f 0.43' N. OF PROP. LINES I CU* I I 116 10' �7 2610 0\ASPHA T r I J <W 3 0, N� to k� N 2 I 0 ti k sO.oO EX. C I 3I I I I wII � I I X I I� II I> 2 I I Im 30' D `r I � 5' - 2.0'J WATER SERVICE SERVICWATER E _ 4 NEW WATER METERS FOR LOTS 2 -5 (SEE DET. SHT 4) HOUSE TO BE REMOVED EDGE OF PAVEMENT AND EASEMENT b 6" PVC SIDE o (OBTAIN DEMO PERMIT) 6" PVC SIDE SEWER STUB ° SEWER STUB 0 2% MIN. 0 0 2% MIN. - XIS T. WATER METER 20' - 4" PVC °- (SEE DET. SHT. 4) (FTO BE USED FOR LOT 1) DRAINAGE STUB. EXIST DRIVEWAY TO BE ABANDONED DAYLIGHT TO SWALE /- LOT ° �0T �� 5421..1 Sq�.t 0.13 Aarwrt °- 16 Aerw.t -y :1�-0,�0�"�.0 sq.I t M1N FFE- 39.0'_ MIN FFES 40.0' _ IrvNv FFE: 38.x' - 60' - 6" PVC 0 0.5% _- - - - - - - - - - - - 50' - 6" PVC 0 0.5% CHAIN LINK FENCE IS L - - - - -X -X- 0.66' N, OF PROP. COR. 12" AREA INLET 00.01' N8TJ4'15"W 12" AREA INLET DET. RIM: 38.0 ( IE: 36.5 12" AREA INLET (DST. RIM: 38.0 THIS SHT) RIM: 38.5 THIS SHT) IE: 36.2 60' - 6" PVC S 35 IE: 36.8 -20' - 6" PVC 0 0.57 (ROOF DRAIN PIPING) SDR 35 0 0.5% 15' PRIVATE DRAINAGE ® EASEMENT FOR ALL LOTS n -zrr• ADOPTED - - - CITY OF RI:NTON - - - -- - + - - - - - SlmJmd Pl- I I.1 Da° 517/93 SP PAGE. BOI T u DES J. JgE,c - �P4 GRAPHIC SCALE PLAN VIEW 20 0 10 20 40 80 -. 7avaL. FT (IN FED') E�IRES: 3 1 1 inch = 20 ft. NO. SS TEE IE: 32.34 02+11 TCH BASIN " PERF) 0' ASPHALT ° N 7 P. EIINOT -fA1VlCS5 STEEL ADIJSTAAIE CLAMP.NG AGE DISPERSAL TRENCH EOtAO:['G ar+ APPPOV[D FDDAL 9.78' (SEE DET. SHT. 4) _ _ -m e�+e 55' \SERVI 25' LONG, 2' WIDE, 2' DEEP ) R= 25.00' 1D' LA>ED LEVEL - 3/4 TF£ DIAMETER OF THE Dr. -RFAN NPE EDGE OF VEMENT LO l AND T, EASEME T\ W INSIDE DRDP CORRECTION ° TO 60" MANHOLE 0.14 Ie*u.t o a t6" PVC SIDE ° --- EOPTED 6000.0 sgftt - SEWER STUB 2 a t MIN FFE.- 40.0' D' 10' 0 2% MIN. Dj� J1 F.L.: 37.6J E I 50 ° '0y, 5 L � E�L 9T29a S _ INSTALL "NO PARKING" INSIDE DROP MAN HOLE DETAIL Q�L SIGN ��y 6401.1 S t q. t N.T.S. E,O� - F.L.: 37.5 MIN FF CHAIN LINK FENCE lS Sm -X- -X 6X � X -X- - - - - 64.01' 1.27'N. OF PROP. LINE 297101 5c,.wct/, -12" AREiA, INLET - RIM: 39.0\ IE: 37.1 LOT 5 SHALL UTILIZE A SPLASH RECOMMENDED FOR APPROVAL ° BLOCK SYSTEM FOR THE 299 \ ,( BY: Date: \ 0 ROOF /DOWNSPOUT DRAINS. ti0 -- -- - - - - -- \ I BY. �✓ % Date: 3 LI - BY: Date: NIL NOTE: PRIVATE ROAD SHALL BE SIGNED J ` ""Cn11'' "`"' WITH 'ENO PARKING - FIRE LANE" SIGNS Br._�l.aa Att++- Dater /s1. /�z SITE ADDRESS: crr"y" og REiv~ror-IT - N11 2122 UNION AVE. NE DEPARTMENT OF PUBLIC WORKS _ : I NIN c-, 0 ROAD AND DRAINAGE . ' AREA INLET ENGINEER: J A E G E R ENGINEERING JACQUES UNION .LCTrES AVE. SHORT PLAT st•t6Fa 4 9419 South 204th Place DESIGNED: JJ7 DATE: 8/24/01 FILE NAME: JA -UN -2 Ken t, WA. 98031 DRAWN: JJJ Phone No. (206) 850 -0934 CHECKED: SCALE: 1" - 20' 11TIa IMX PAVE REVISION BY APR. DATE FOX No. (253) 850 -0155 APPROVED:„ ,�,,,� SHEET: 2 oF: 4 1z, �l e 477 FIR 00 5 SCANNED SEP 13 2002 c I R-2y71Oz � lv-7 y77or J -zy„ -/ ` >ry VV CL a