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HomeMy WebLinkAboutKline Stromberg AS- Built sheetpdf.pdfW 2.50' OF NEW R Wi TO BE DEEDED TO THE :D CITY OF RENTON i 00' offset es 1: NEW PROPERTY LINEi 1aa RIGHT-OF—WAY LINE existina, _. . 1F ._r; I et€� ���aft f I Z _ - h EXISTLNG .SEWER .STUB FOR 1409 ABERDEEN I � NO INDIVIDUAL DRIVEWAYS WILL BE O I LL) � � �n PER CITY SIDESEWER AS SS14002756 sa ` ALLOWED OFF OF ABERDEEN AVE. ,.e. -5, . ^ , - ice,•, .,• .„ ' r i p ." '?. l _ 25 A N �9 53 55 W 2 2 s _ i f ,�. j Wr. PRIVATE) ralti!� t��, , I I CB 3, TYPE 1 C_x ti4; f dt N_I 1 t GRATE=296.43 co %s ? LOT SAVE TREE j �.:� t tE=293.01, 12"(S) , ,... V = 4.01 4"(N) IJ,US IE 29 , O LOT 3� r LOT DRAINAGE NOTES: (FULL INFILTRATION) - - ? 2 �,t ;. 4 CAP j I o 3 WATER SERVICE BOX SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE Cn SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST = ' SEWER CLEANOUT LIDS PERF. PIPE CONNECTION % I I �� 1 1 - LOTS CREATED BY THIS OW AS WELL AS ANY :� w..'I, PRIVATE ACCESS AD r`,.... • RIM=296.36 o ' I LLJMANAGEMENT PRACTICES AS LISTED IN THE TABLE BEL o a „-, 2 EACH, ANTS OF EASEMENT. COMPLIANCE WITH OVENANTS AND GR - - t ECLARATION OFC _ D . :> A,.3 € , ; ��...: ; < �.•. � , ,. , 22LF.; 12 N-12C�S=4.14% (PRIVATE) 1� RESIDENCE �< — THUS STIPUTAION MUST BE ADDRESSED IN THE SINGLE FAMILYa .. _., ._ ._:..:._ �� r z f ' , FOR ,, J DRAINAGE REVIEW WHEN ANY APPLICATION IS MADE I BUILDING PERMIT D , -- „A ABERDEEN AVEUNE NE PUBLIC � f; .� �.F f ,,,�. �;.:,�,., � v ;� ..M.,.. i± , •� is INT'X STA. 5+60.95 6 FOR MORE DETAILS., .wu ,..� , BUILDING PERMIT FOR THE LOT. SEE SHEET :.• I I .,.>. ;x i� STA. 1 +80.83' SHARED ACCESS ROAD PRIVATE ,,.. a, ..,, _, : ,.. ,.. PRIVATE ROAD „ , _. _ — LOT NUMBER BMP TYPE PER LOT rn _.. _ . ,._.. _.... _ ...,.__ I t" y 1 1-10' PERF. PIPE CONNECTION - _----- « , 2 co F �, I 3 90 CU. 1 T. OF DRY WELL i t . r�:,.___ _._._. � >. 3 SEWER CLEANOUT LIDS � OF IMPERVIOUS FULL INFILTRATION :, - 4 PER 1,000 SQ. FT ( ) I RIM=296.90 - .... , , rL.. ,, ,, . , ,>, 296 90 TRAFFIC BEARING LID :.- i It MUST BE ✓ • b. COMPLIANCE WITH THE BMP REQUIREMENT «. x�. , (TYPICAL) ,,. _, } ;, SINGLE FAMILY RESIDENTIAL BUILDING PERMIT' LOT .4 ADDRESSED IN THE SIN`-. ,., >, I r 4" .CAP TION IS• MADE FOR A SINIGLE — _ DRAINAGE REVIEW WHEN AN APPLICA _ LOT. FULL INFILTRATION)_ '`'`� ' �•'. { �:LF., 12" N 12@S 1.48 PUBLIC 0 AL BUILDING PERMIT FOR THE ' '- ( ' FAMILY RESIDENTIAL - ,` 6, STEM'... ' DOWNSTREAM DRAINAGE SYSTEM I Y= c. ALL CONNECTIONS TO THE -' t P . L'OT Z SHALL BE VIA A PERFORATED. PIPE CONNECTION. '• ; =_` '' ` ' ` d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY i 1; �. t . it i , 1 ^ .......rr. T H r,.AlA1TAlAlr-n AAM IlC0T ISI r_nnn R -PAIR RY FArH I OT r. , .:� ;. , "€ { :-=' 1 i i e ,,. It=zyz.'+0, 1z_ ltl I I APERF.. PIPE CONNECTION. 54LF., 12 N -12@S-0.70% PRIVATE I I 1 , l 20.50' ACCESS & UTILITY P R I VAT E ROAD w` EASEMENT �z z ro pp O cD N t 3 ALL WATER. METERS SHALL BE 3/4" IN SIZE J W p Q I J NOTEi N Cp • • . RANGE 5 EAST W.M. CITY OF RENTON, A PORTION OF THE SE 1/4, SECTION 5, TOWNSHIP 23 N., , WASHING TON . ..... ....I ...... EXISTING UTILITY LOCATIONS SHOWN HEREON ARE _ I ....w OQ ' C 3 c w I APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S' W Q. � , FINAL GRADE � � _ I 2 J RESPONSIBILITY TO DETERMINE THE EXACT :VERTICAL AND _ I- r N ap I� r HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND In N (6 CO N z r UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO £ ``iLd Z Z w� WI REPRESENTATION IS MADE THAT ALL EXISTING. UTILITIES r N N N N ARE SHOWN HEREON. . THE ENGINEER ASSUMES NO O ; ,, .• ; I �' t i ALL UTILITIES SERVICING RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES O :2i LO >_ Cf' THE SITE SHALL BE NOT SHOWN IN THEIR PROPER LQCATIQN. F— T Ld UNDERGOUND , CALL BEFORE YOU DIGS -811 Z 300 W 2.50' OF NEW R Wi TO BE DEEDED TO THE :D CITY OF RENTON i 00' offset es 1: NEW PROPERTY LINEi 1aa RIGHT-OF—WAY LINE existina, _. . 1F ._r; I et€� ���aft f I Z _ - h EXISTLNG .SEWER .STUB FOR 1409 ABERDEEN I � NO INDIVIDUAL DRIVEWAYS WILL BE O I LL) � � �n PER CITY SIDESEWER AS SS14002756 sa ` ALLOWED OFF OF ABERDEEN AVE. ,.e. -5, . ^ , - ice,•, .,• .„ ' r i p ." '?. l _ 25 A N �9 53 55 W 2 2 s _ i f ,�. j Wr. PRIVATE) ralti!� t��, , I I CB 3, TYPE 1 C_x ti4; f dt N_I 1 t GRATE=296.43 co %s ? LOT SAVE TREE j �.:� t tE=293.01, 12"(S) , ,... V = 4.01 4"(N) IJ,US IE 29 , O LOT 3� r LOT DRAINAGE NOTES: (FULL INFILTRATION) - - ? 2 �,t ;. 4 CAP j I o 3 WATER SERVICE BOX SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE Cn SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST = ' SEWER CLEANOUT LIDS PERF. PIPE CONNECTION % I I �� 1 1 - LOTS CREATED BY THIS OW AS WELL AS ANY :� w..'I, PRIVATE ACCESS AD r`,.... • RIM=296.36 o ' I LLJMANAGEMENT PRACTICES AS LISTED IN THE TABLE BEL o a „-, 2 EACH, ANTS OF EASEMENT. COMPLIANCE WITH OVENANTS AND GR - - t ECLARATION OFC _ D . :> A,.3 € , ; ��...: ; < �.•. � , ,. , 22LF.; 12 N-12C�S=4.14% (PRIVATE) 1� RESIDENCE �< — THUS STIPUTAION MUST BE ADDRESSED IN THE SINGLE FAMILYa .. _., ._ ._:..:._ �� r z f ' , FOR ,, J DRAINAGE REVIEW WHEN ANY APPLICATION IS MADE I BUILDING PERMIT D , -- „A ABERDEEN AVEUNE NE PUBLIC � f; .� �.F f ,,,�. �;.:,�,., � v ;� ..M.,.. i± , •� is INT'X STA. 5+60.95 6 FOR MORE DETAILS., .wu ,..� , BUILDING PERMIT FOR THE LOT. SEE SHEET :.• I I .,.>. ;x i� STA. 1 +80.83' SHARED ACCESS ROAD PRIVATE ,,.. a, ..,, _, : ,.. ,.. PRIVATE ROAD „ , _. _ — LOT NUMBER BMP TYPE PER LOT rn _.. _ . ,._.. _.... _ ...,.__ I t" y 1 1-10' PERF. PIPE CONNECTION - _----- « , 2 co F �, I 3 90 CU. 1 T. OF DRY WELL i t . r�:,.___ _._._. � >. 3 SEWER CLEANOUT LIDS � OF IMPERVIOUS FULL INFILTRATION :, - 4 PER 1,000 SQ. FT ( ) I RIM=296.90 - .... , , rL.. ,, ,, . , ,>, 296 90 TRAFFIC BEARING LID :.- i It MUST BE ✓ • b. COMPLIANCE WITH THE BMP REQUIREMENT «. x�. , (TYPICAL) ,,. _, } ;, SINGLE FAMILY RESIDENTIAL BUILDING PERMIT' LOT .4 ADDRESSED IN THE SIN`-. ,., >, I r 4" .CAP TION IS• MADE FOR A SINIGLE — _ DRAINAGE REVIEW WHEN AN APPLICA _ LOT. FULL INFILTRATION)_ '`'`� ' �•'. { �:LF., 12" N 12@S 1.48 PUBLIC 0 AL BUILDING PERMIT FOR THE ' '- ( ' FAMILY RESIDENTIAL - ,` 6, STEM'... ' DOWNSTREAM DRAINAGE SYSTEM I Y= c. ALL CONNECTIONS TO THE -' t P . L'OT Z SHALL BE VIA A PERFORATED. PIPE CONNECTION. '• ; =_` '' ` ' ` d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY i 1; �. t . it i , 1 ^ .......rr. T H r,.AlA1TAlAlr-n AAM IlC0T ISI r_nnn R -PAIR RY FArH I OT r. , .:� ;. , "€ { :-=' 1 i i e ,,. It=zyz.'+0, 1z_ ltl I I APERF.. PIPE CONNECTION. 54LF., 12 N -12@S-0.70% PRIVATE I I 1 , l 20.50' ACCESS & UTILITY P R I VAT E ROAD w` EASEMENT �z z ro pp O cD N t 3 ALL WATER. METERS SHALL BE 3/4" IN SIZE Z W cn ,,> I a J W p Q I J N Cp O . ..... ....I ...... r7 _ I ....w OQ RUNOFF SHOULD GO TO ADJACENT NO SITE R C 3 c w I W Q. � , FINAL GRADE � � _ I 2 J p _ I- PROPERTIES DURING CONSTRUCTION AND ap I� r tD In O C4 (6 CO N z r £ ``iLd Z Z w� WI W i o N N N N J I �' t O :2i '— 0 >_ Cf' F— + . I , ' Z 300 Z W cn ,,> I a w Lcwn`� > Q Q 300 _. _ ..........:. _ z �..: . ......................... . ..... ....I ...... _ I ....w ..... . > RUNOFF SHOULD GO TO ADJACENT NO SITE R v lel c w I EXISTING GRADE 4:1W Q. � , FINAL GRADE � � tj I _. Q z PROPERTIES DURING CONSTRUCTION AND I I 10 10 1 . _, 3: 00� O z +1.29%°� I w . w I n �, AFTER CONSTRUCTION 4� � 2� _ � . A• . •:; Mq�; _ . , �Q 2�295 m ........ ...... . . .. j ... :54LF. 12„ N— 12C�S 5 0 70� . Q.. t.CN.......... (�t3#L-, - IYFL•.I _L .I, ....:... .... __ ESC �;tf ........... PR-IVATE R > -Q GRATE=296.60,;<� I, j e;,, — ° m w IE=292.10, 12' (W,SE,N) 1E=29 1. . , . . 1 inch 2D feet .� C) CD — IE=292.27, 4.. (PUBLIC) AS -BUILT 10/06/2016 0+00 0+40 0+80 1+20 1+60 • �,tiv°eLee oF� SUS: NAW ,988 MBERG SHORT PLAT 10/1 �/2a16 INEERS OFy� CHROETER LAND SURVEY NOR¢ON'TN. NAD ,sem/iae� ,► KLINE/STROOFFE ENG°��� �c�° � SCALE CITY OF Quo oy a DMI� o �. OFFE, P.E. DOUGLAS L. KLINE �tZD�oDK: 13932 SOUTHEAST -159TH PLACE e ° R E N T O I� RENTON WASHINGTON 98058 DRAWING NO: • a D.L. OFFS, P.E.,, ROAD / STORM PLAN & PROFILE ° DATUM PHONE: 425-260-3412 0��• p�c2�aso Ern 1 PER FIELD CONDITIONS - DLO 4/13/16 CHECKED; AT scuE Planning/Building/Public works Dept. IF NOT ONE INCH1401 & 1409 ABERDEEN AVENUE NE SFS•°.. `,aCj� - - CONTACT: DARRELL OFFS, P.E. 'S/ONAt F\ 10/11/2016 NO. REVISION BY DATE APPR AD SCALE "CGO�D1"`Y 1 a SHEET: 4 OF, ROAD a