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OLD APPROVED ENG BLD PLN ROSE RIDGE CONDO_LS-020120210' 10' 20' 40' 60' SCALE: 1 "=20' NW �/4, NW �/4, SEC 29, TWP 27 N, R 4 E, VV. M. � Sunlight Beach Ooutile Biuff Beach and Off Leash Area f I S �r� . J`�_ _ i � � . Maxwelton ° 3nsville � . � Q Point No Point `^ � Lighthouse rn _ �r��N 6 '. k. i Eglon _ a4 1� � F Rose Point z � r i � __ ' _ e _ _ fair J �. �? - — � — — � S89°49'31 "E 312.63' ��� �� �, � � � � Kingston # North Ki[sap _ Heritage Park � - z ,' � �, � �� � � r �- - � � � 1 Indianola I � � � i 1 E i i 0 ��' in �■ � � � I. I. I — � - �,r �� � •�j � � - � r� _ _ _ � S89°49'27"E 312.42' �� '� ��" SITE ���� SG�LE: I" = 20' 2/23/2021 v Clinton Everett 3 535 ��_ Mukilteo Boeing Q 526 536 525 9 99 Paine Field szz Paine Field -Lake Stickney Picnic Point -North Lynnwood Mill Creek Martha Lake �d�raaiuviirc MaII Q sz> �' e oAlderwood Lynnwood �Q s2° North Cn © Alderwood sz° Edmonds 2131376th Avenue West Manor ® szz Woodway cnrvrory aaax Esperance 100 Mountlake O Terrace Brier v O Lake Bothell Forest Park Kenmore szz Shoreline '® W szz © � Saint Edward NO SG�4LE owNERs ROSE RIDGE CONDO �SSOG I DTI ON FLEX P I ERGS, PRESIDENT � 21313 �6th ,4\lE W, EDMONDS, W�4 g8026 _ L�NDSG�i�E �RGH I TEGT JOHN RUBENKONIG, ASLA RUBENKON I G PL?�NN I NG POND L�NDSG?�PE P�RGH I TEGTURE, PLLG 8218 210TH PL,4GE SW, EDMONDS, W,4 g8026 206.4�f I .g621 RUBENKON I GPLf�®MSN.GOM ENGINEER SGOTT P?�LMER, PE P?�LMER GEOTEGHN I GAL ENGINEERS, I NG. PO BOX 1562, FREEL�4ND, W,4 g824q 360.�i2q.56�16 SPf�LMER®P?�LMERGEO.GOM SURVEYOR DIVE WEST, PLS WEST ,4LL1,4NGE PROFESSION,4L SURVEYORS 13614 ASH WAY, E�/ERETT, W?� g8204 50�f .630.0�83 M,4TR I XSURVEYOR� L I VE.GOM � SITE Dr4T�4 21313 �6th ,4\lE W, EDMONDS, W�4 g8026 T,4X I D #MULTIPLE LEG,4L DESGRI i�'TI ON SECTION 2q TOWNSHIP 27 RANGE 04 QUARTER NW ROSE RIDGE CONDOMINIUM BLDG 21513 UNIT 12 TGW EQ � UND I V .OQ% I NT I N GOM �RE�S � F?�GS PAS DESG I N DEGL REG UND f4FN q� 12050025 P�MEND BY �F N0200804140�57 )1-2021 Scott A. Palmer, P.E. SHEET INDEX L I 51 TE PLAN L2 SUR\/EY /EXISTING CONDITIONS L3 TESG PL?�N / DETAILS � NOTES L4 WALL PL?�N � SECTIONS / GR?�DING � DR?�IN?�GE PL?�N L5 W?�LL SECTIONS 0 U 2 Q O h !� O� S a a a a a a a a a a a O � � � V � 2 vJ J � � J � � O J � O O N � W U W �u z W �u � Y � O� O W m� O Z N � � � p � U � U O z 0 W V Ala C7 z ��� w �o� � Urn V ��rn C7 � � O w ti� x z �O� �a� � � Q '� � w a STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT JOHN E. RUBENKONIG CERTIFICATE NO. 574 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE �E�RU�RY I , �O� SHEET NUMBER L � of 5 2' x 2" WOOD/STEEL U W CONC. RET. o� �� 6' WOOD FENCE �. �. �' �h a` ................... - -- p . ':.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':..... �:�.....'�TiP, .'.'.':.'.'.'::.* �..'.'.':.'.. � a �ry RET. WALL '.'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'. ' ':'.'.'.'..'.'.'..'.'.'..'.'.'..'.'.'...'.'....'...'.'...'.':. a • �z ......................................................................... 'J9 .J � O ....................................................................... dv '.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'. ' ' �.'.'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'..'.'.'...'.'...'.'...'.'...'.'.'. � d' � e ':.'.'.':.'.'.':.'.;�.' '.'.'.':.'s':.'..........:.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.':.'.'.':.'.'.'.'.'.'.':�...�..��4.'cc�.n.....•.•.'.'.'.'.'.'.'.'.'.'.'..':..'.'. i.�.':.'.'.'::.'.'::.'.'::.'.'::.'.':.'.' .......... .... .... C:�.. .•1 ......................... '.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':.�.'.':..•.•.•.. ......'.'.':.'.'.':. i.•.•:.•.'.'::.'.'::.'.'::.'.'::.'.':.. . ....................\...... '.GV'............,........................'. ..�, . � ........... T..':.'.'.'::.'.'::.'.'::.'.'::.'.':.'. "� � .........yam . ...................... INLET :::::::.:.•.• • :::::::::::::::: r.•::::••'••••:•:•:::•:•::::::::::::::::::::::::: . I.. .I.. .. � •...•.i.•.•.•.•::.•.•. .. '!'.... h ........ NW �/4, NW �/4, SEC 29, TWP 27 N, R 4 E, VV. M. �'^a I �} N O op O O O O O) O I of N BUILDING � y^�' i � M M M M �(��� � ro�o q� W W�,�� ^� /�� � �+,�m0 / ' / ' y �. � I I I I / , / /,f®' � �� X I I I I 1 � / � , / , , / / + � I I I I I / , / / , , / I , I I , I I , / , / , I I , , / / , r G I I I I , / / / , I / , / �O6' `�� I I I I ' , / , I ' I , , / GCS'' , 'N � � I , , II ; , / I ' I I , , � J + h -_ 't{ I b I I 1 I I I I I I I I , / I ' � may. - _ � I eP ' ��^k �p'V 1 ' �p`Y� r I I I I , / I � � � I+ I i I � I i / // � cp I I I I o. I ; I I , I , I I I , \ I I X I I I I I 1 I I I I I // I \ � � ,n I I, / I I I I I I I I I I I I / I Q + O h l I ' I I I I I I I I ' I �. �. , s ' � I I I I I I I I I I I I / I I � I I I � I I II I I I I I I ' I e �. � °lay �h" ` �� ,fee I I I I I I I I I I I I I 'w a' e ° d' a .Qd. . p. ', i PROTECTION ...... ....... � a .•..•.•.•..•.•.•..•.•.•..•.•.•. :.I .•. •.'.•.I ..•.•.•...•.•...•.•...•.•...•.•: G ...................�....I...................... a. •.•.•..•.•.•..•.•.•..•.•.•..•.•.•. �•.•.•:.1.•.•..'.':.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.. gyro d, ....................�... ......................_ a. 1 C G ° d ...................I..+..I. ... .... .... .... .... .... - d � � .a.. :l•. •. •.. p ...................... Q/ I BUILDING .. I ...';'.'. '.'.':.' :.'.'.'. .':.'.'.' d _ I ..,.. . ....... ..... I .I...• ................... •.•.•.•.•.•.•..• .•.•.•.•.. I .�.•. I.. .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• '.'.•...'.•.. '.'.•...' 'I • �.•. �.'.'.• .'.'.•..':.•..':.•..':.•..'.'.• ......... ......'J.•. .J.. ................... '. •. •::. •. •:. .'.'. •:.'.' . i .. �.. I.... . •.'. •:.'. •. •:.'. •. •:.'. •. •:.'.'. • .4. .':.'.'.':.'.'. '.'.'.'.'.'.'�' � .I..' 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WATER FLOW ENTERS THE GB ......I .... �.'.'.'. .'.'.'.'::.'.'::.'.': . 0' 5' 10' 20' 30' TEMPORARY •......:�::_:. •;• :.:.: ::.:.:.:.:.:.:.:.:.:.:• ,e° .,35. d c MATERIALS .•:•:• •:•:• r :•:, •.•.•.•.•.•.•.•.•.•. .•••.•.• a,3:a� a a d ,0 .�. .�. ; 6 " a a STOCKPILE ................ ,bry d a a ,a < SCALE: 1 "=10' AREA .•;.^0;•;•;•�•;._+_•.;• �c,z,�o , TIE SANDBAGS TO ROPES. STAKE ROPES 12" MIN. AWAY FROM EDGE OF SHEETING. ��.- �i�i�i�i�i�i�I,�i�i�i�ii �Y�YC�.Y�YC.►Y�YC�Y�YCwY�Y�Y� � �'Y�Y�YZY�Y`�Y�Y`�Y�Y`ca • II/ ,� ��, � �I 10' MAX (TYP.) NOT TO SCALE 5' OVERLAP SANDBAGS (TYP.) ROPE (TYP.) F NOTES 1. INSTALL PLASTIC SHEETING VERTICALLY DOWN SLOPE. 2. INSTALL PLASTIC SHEETING SO EDGES OVERLAP AND ARE SHINGLED AWAY FROM PREVAILING WINDS. 3. PLASTIC SHEETING SHALL BE BLACK MIN 6 MIL. TEMPORARY STOGK� I L� DATA I L NO SCALE O TEMPORARY- GONSTRUGTION ENTRANCE T�SG i='LAN SCALE: I " = 10' T'?IM GEOTEXTILE VERFLOW BYPASS � I I I I I I I I I I I I I � I ,� I I I I I I I II I I 1 I' �' I j I I I I I I ' I I I II I I I I ((��' �\ I I I I I I � � � � � ; I II II I I � III , � I , I I ee II I \ I I I I I ^ry I EX. C. B. v ° I I I II I I � \ \ \ I 1 +� RIM=405.08 a I I I �'l � � � `\ I � I ' '1 LE=400.98 8" S. � � � X � \I ' \` \\ 1 \\ \\ ` Il II II I °�� I I I 1 ` \, \ \ \ `, \ I I 1 \ d ky I I I I I � \ \ \ \ \ �� I 1 I \ ,� , I I I I � `\ \uAPe \ ', I\� `, I I I I I I I I \ �,, r, V 1 I I I I of I I \ F7 ` � ' P� 1 \ I II I 1 I ®� \ , , \ II I I I ` 1 ` \ I ` � 1 \ I I I � \ \ \ 1 1 I I ® 1 \ \ \ I I ` \ 1 I I I 1 \ I I ePve \ \ \ ` I I I I I 1 \\ \ XI I \ ` I I I I I I I 1 1 \ I I ` � 1 I I , I I I I I , 1 , \\ I I I � � X I �� 1 I I � I � � I I ' � '\ ` � � W I � I � I I I � � � I 11 � \ '\ I I I z I I I I I I I I I I 11 ' � \` I 1 / � ` �'� I I � I I I I I I I I I 1 I \ �� I I O i i I I I � I .'� I 1 ` 1 I ,'. II o I 1 I I �� dl .. d °. I I � I ' '�' I , I + 1 ' / 1 1'' c I I I , , I , 11 I I �p9 kphy I I /� I I I S''i I I I IO / / ; I � � I � � I I I � I I I � I �0 � 1 ' / BUILDING ; I I I I I I I I I I I I I +� \ 1 ' / 1 � XI I I I \ 1 , ,�1 I I I , I I I I , I \ \ \ 1 1 I / �A' � � I I II II � I � 1� \\ \\ 1 ` ` 60 ' ' d I' I I �Nti'� hti � I I I I I I 1 11 I ( I � I I I +�� I I I I 'I ; � 'I I 1 1 1 ,� $�' I e I I I � I I I I I � I I I 1 1 +5t•' II I 1 1 / m I �� �. eA�� ,� I I ' ( I I I I I I ,�� ' I 1 1 . � � I I I I I I 1 1 I ' U I I I i I I � ' I 1 1 1 I I I I I • I I I 1 1 I I I I i Z i I � i I I ; I 1 1 � I DESK � ST j �� X �m I � � I I � � 1 I I ' � TYP. I � I I I Q I I I I I I I ' I I I 11 11 I I I W I I ' I I I oa¢ i I I I I I i ; I 11 11 I I I I � I I I 1 ' I o ' I /� I I I I I I � � � 11 I I � ""J Ex. c.B. � ; ; ;SILT F�N�E I I I � 1 I I I RIM=401.97 I�0 �' II I ,�" I I ; ' ; I ; ; ; � LE=399.37 8" N. " ' ' ' I I I 403.48 � � I LE.=399.17 8" W. + i i � i I I ; ' ' LE.=399.07 12" S. '° .° � � � X' I I� I I I ' I � I I I a/" I I I I I I I �� I � � I � ' a I I I I II I � � I I l a ,. a. .� i I II / I +�. I , I I I � t4?eJ I I // I � � I / J , I � � +''�� I I I , , , , I I b I l I l ' l l l /I I I ^I 1� / ' ' , '/ / / / / / , �; ; � � 'o� , / ' I 1 I ; ' ' ' / I I �' , ' ' / ' / ' ' ' I I , ( ' / / '�I I , ' I ' / I I ' ' / ' II + , / , ' I I I I �+ � '�(b � I I I / / 1 / I +�� / p N I I I I I I I I I I I I ,�' / / , / I I I I I I I I I I '/ ' '/ I I I ' I ' / INLET ; ; I � I I I � I � � / PROTEGTIO � � X � I I +'° I � ; � I � ;I ,'/ '/ / I I � I I I , , BUILDING I I I I , I I I I I I I / / (APPROX.) � � � 1� II i � i I j I ' / I � I � / % I ' I I � I � / T0I ati ' I I I I I / 9°j / ' I I I ' I / / / I I I , I I I , � � /, } I I I I I 1 1 / "� I 1 (C I I I • o n ^ �. I ,� 5� M M NOTES I 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). GONSTRUGTION SEQU�NG� 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM I. ARRANGE WITH THE CITY OF EDMONDS FOR A WATER STRUCTURE IT WILL SERVICE. PRE -CONSTRUCTION MEETING ON SITE. 3. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM 2. ESTABLISH AND FLAG CLEARING LIMITS. (OVERFLOW BYPASS). 3. INSTALL SILT FENDING AS SHOWN ON PLANS OR 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID OTHERWISE DISCUSSED WITH CITY OFFICIALS. WITHOUT SPILLING THE COLLECTED MATERIAL. ENT nNln nFRRIC nnnTr CROSS SECTION ISOMETRIC VIEW NOT TO SCALE NOT TO SCALE GATGH BASIN INLET PROT�GTION DETAIL NO SGAL� 0 z J V) Q 4. MAKE SURE ALL PERMITS HAVE BEEN REGE I VED. 5. HAVE A LOGATI NG SERV I GE IDENTIFY WHERE TEM UNDERGROUND UTILITIES ARE LOCATED. 6. REMOVE EXISTING WOOD FENCE AND STORE ON SITE TO BE RECONSTRUCTED UPON COMPLETION OF WALL PROJECT. �. CONSTRUCT NEW WALL, DRAINAGE SYSTEM, AND LANDSCAPE. 8. INSTALL PERFORATED DRAIN PIPE BEHIND THE WALL. CONNECT TO EXISTING GB. q. BACK FILL AND COMPACT BEHIND THE WALL. GRADE AND SMOOTH BEHIND WALL. REINSTALL FENCE. ass I O.MAKE SURE THAT THE TESG FAG I L I TI ES ARE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. I I . GALL FOR I NSPEGTI ONS FROM THE G I TY AS NEEDED. 12.REMOYE TEMPORARY CONSTRUCTION ENTRANCE, TILL COMPOST INTO SOIL, COMPACT AND SMOOTH AND HYDROSEED. Q 13.TY THE EXISTING NORTH -SOUTH AND EAST -WEST ON SITE STORM PIPES BOTH BEFORE AND AFTER CONSTRUCTION 14. WHEN COMPLETE, REQUEST A F I NAL I NSPEGTI ON. 15. G I TY-APPROVED PLANS MUST BE KEPT ON SITE AT ALL TIMES. FILTER FABRIC SECURED TO 2" x 2' 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL $., FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS , WIRE MESH FENCE TO SUPPORT FILTER FABRIC I � BURY BOTTOM OF FILTER � MATERIAL 8' TO 12' 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `s}. 1gy„ CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 00 _LS A TH IN DE FULL WIDTH CRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPACES* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN /' _� REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE �� PUBLIC WORKS STANDARD DEPARTMENT DETAIL �\s } 1 g 9 � APPROVED BY: R. ENGLISH E R - 9 01 CONSTRUCTION �NTRANGE NOTES I. r��c.0 L/�IvIJ�C./�rC r,�r�rcic. ul�liJCl'G T'Clr rc,�r c.vl�� I rcuc. I IVIV ENTRANCE. 2. AFTER PROJECT CONSTRUCT I ON GIVEN FINAL APPROVAL BY G I TY, REMOVE RIP RAP AND FABRIC, PLACE 4" OF COMPOST AND TILL INTO SOIL, COMPACT TO 80% , RAKE SMOOTH AND HYDROSEED WITH GRASS MIXTURE. 2021 Scott A. Palmer, P.E. ���RUARY I , �O� 0 U 2 a 0 o� � W � S ti O N �a a a a a a a a a a a � CD CD CD cq I � `s WQ � � � O � � � � � O CW'D W O Wc� Wz �u WW N Y � �Q Z O� 0 I Oyu ciI � mQ p I OZ W N�� � Q O�I L� �� � p � U � U O p p W I\ U G7 �w �o� U � rn C7 V ��rn � a o w ti "� ���� c4 A ��_ p � � � STATE OF WASHINGTON REGISTERED UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE SHEET NUMBER L 3 of 5 �v o��� i ' +� ,' o��� �'' 6' WOOD FENCE �o �� J� 0� \X/ i i \� �^ � �' \� ���� RET. WALL ���� �o�� ', I I � 4 tijk I � a 4° a 0' S' 10' SCALE: 1 "=5' 1. E. = 400.98 8 " S. THE EXISTING 8" STORM PIPES ALONG THE EAST AND SOUTH PROPERTY LINES SHOULD BE N'D BEFORE CONSTRUCTION BEGINS AND AT COMPLETION TO ASCERTAIN THE CONDITION OF THE PIPES AND THAT THE PIPES WERE NOT DAMAGED DURING CONSTRUCTION BUILDING �21313 DECK POST (TYP.) I.E.=399.37 8" N. I.E.=399.17 8" W. I.E.=399.07 12" S. THE EXISTING 8" STORM PIPES ALONG THE � / Q » � U � ------ —I--- �I -- ---------- --------- - --------- --------I----------------- �---------------------r----------------------- �---------------------- ---------------------'-- -I-- —�-- ------------------------ � I I ' � ' ' I �� � / I 1 � I �� ,�o� � ,y. o I� � � I I I � ' EX WOOD FENCE I � - O I I O d. � � GRAD I NG � DRY I N�G� i�L�N � SGALE: I " = 5' IE=3aa.bo NW �/4, NW �/4, SEC 29, TWP 27 N, R 4 E, W.M. I I I I I ' I I I I I � I I ,I � I ' � � � I I I J��� �O,y'�Ix I k�ti h l i ' I '' I i l I ��`LO � i fl I I � +� , , � I I _ — I I I I I I I ' I I I I I I I I I I I I I I I I ' I I I I X I I I I I I I I I I I I I I I I � � I � I I 1 I II I I I I I I I I I I I I I I I I I I 1 I � � I I I I I , I I I I I I �, I � I I I II I ; I I I I ' I I I '1 ' I I '1 ; � � I I' ' I I I 11 1 11 I 11 I I I I ' I I I 1 I 1 I � I ' � I I � II I ', II � � I � I I I 1 I I I i i ^ j � I , \� I I I I 1 I `_ � I 1 , I I ', I � , I I 1 1 1 I 1 1 � i I I I 1 I I 1 I I I I 1 I 1 I I� � I I I � ��I 1 � \ ', � ', 'I I ' I 1 I � \ , , \ , , , I I I I 1 �\ � `, \ �\ � � ,\ 1 I I \ � I I � \ � \ � I I I I I I � ` I I I I I I I � � � � � \ I p I ^� I I I I � � \ I ®(Q}��f I ` I �/ � � - I , �I \ , , , , 1 I I I I I , , , , I I I I ®� 1 I I I \ , , , 1 I I I I I �\� \ `, `, ` I � I 1 I I o`�� � 1 � � I I I , I ' 1 � I I � \ I I , I I I I I I I � I I I I I I I � �� 1 I ' I ' I I I ' ' X �. 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' I I I II I ; I , I I� + I I I I I ' I I � ` I , , I I I , I DA�'�� I I � I � II I � � � � \ \\, I , I I , I I I I � I � �I III I � � i \ `, I� I I I I I I I , \ , I I I I � l\ , I i I I I ��I � � \ � I I I I I I I ��1 �\ �1 `\1 \ \\ I ; ; I I I ,+ , I I 1 I I I I I ' I I I I I I I � I I I ► I I I I I ��`�� Io��� I � � � � I I � � 1 I I i I r 1 I I I I I I � I I + I , , I I I 1 I , I I I ' / ( ' � I I ' I II � I I � I I I I � i ', � � II I I I I I I I i � I I I 11 I' i^ �(\ � I � I � I � ����` � I I � � � ® � I I , I I I� I I AN;GHOR� (TYP) I I I z � � � I � I I I ; I ; II I I I X 'm i � I I I I END 4" PERF. PVG PIPE w/ AP Q I �; F I � I IE = 3�f�f.g8 I � I I I I � I I ' � , I I O I I I I I �I � � � IEND PIN PILE WALL Ai�IGLE I�VALL , I �o�,� � � � � � I MATH Gi�ADE � TOPS OF BANK I I I � I I I I I -- I I 4"� PERK. PVG PIPE I I� � � I Di�AINTO EX. GB I � � ; I I I i � � � I � � I I � I I I I I I I I ,' PIN PILES � 4' O.G.I ,'I � 38a I I II 'i OQ I �I I � 5 I I I ' ', SEGURE TEMf�ORAR`% I ', GONSTRUGTIQN EASEMENT RO1' I I � ', SOUTH, NEIGHBOR. RESTORE TO+ _ JI � � PRE-C10NSTRl�GTION GONDI IION I I � UPON PROJECT GOMPLETIOIV —SEND PdN PIL ��WALL �� � � ' i i ,' DRAIN ROCK AGGRE AG TE 4x12 PRESSURE TREATED TIMBER RETAINED SOIL FILTER 2-INCH FABRIC SCHEDULE 80 PIPE PILE APPROX. EXIST'G o STORM DRAIN LOC. ° ° o ° C 1 Ox20 CHANNEL W ALER 9 FEET BEHIND o o TO RESTRAIN PIN PILES PROPOSED WALL (Varies) o 0 0 0 0 000°o o° °o 00000 4" PVC DRAIN PIPE 15 DEG MIN. o000o CONNECTED TO EXISTING APPROX EXIST'G TO 25 DEG MAX. ° ° STORMWATER SYSTEM STORM DRAIN LOC. DEPTH TBD 3 TO 5 FT ABOVE o ANCHOR (4 ft typ.) ° o ° ° ° 000°o 000°o 00000 O°O°O o°o°o Q MR-4 00000 MANTA RAY ° o ° o ° ANCHOR 12-FOOT LONG 3/4-IN ALL THREAD DRIVEN TO REFUSAL 5 TO 10 FEET BELOW WALL ` p*** Figure: G **PALMER Rose Ridge Condominiums Wall Section View Edmonds, WA Date: 03.06.2020 Not to Scale C Geotechnical Consultants, Inc. By: S. Palmer HAND SEED TOP OF TRENCH WITH GRASS SEED P.T. 2x10 (TYP) STAPLES (TYP) NATIVE MATERIAL COMPACTED TO SOgb LANDSCAPE FABRIC I/2"� x 24" LONG REBAR ® 3' O.G. SEGURE TO 2x10 w/STEEL STAPLES (2 PLACES) ��R�OR�T�D P I �� TR�1�lG� D�T� I L (,4T SOUTH PROPERTY LINE) NO SGALE )1-2021 Scott A. Palmer, P.E. ���RU�RY I , 202 U 2 e U o ,a y S I �aaaaaaaaaaa j � � � � � � � � � of zWQW w o ���� � o O W W W z W Y N � �Q o� �� Ow � mQ p � oz U � U O O p p U V �wFes+ � co mo`� Urn V � C7 � rn �' O w ��� �oZ� as a ��_ � I� ��� z J • O 0 w STATE OF WASHINGTON REGISTERED r UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE SHEET NUMBER L4 OF 5 NW �/4, NW �/4, SEC 29, TWP 27 N, R 4 E, W.M. U W � m m h 8 LF 4" PERF. Q PVG � I.O`Yo EAST P/L I — - -- -- - — 8 LF 4" PERF. PIN PILE WALL Q 8 LF 4" PERF. PVG � 1.096 PVG � I.Oic QI GAP PIPE ---- IE-3aa a8 IE=3ga.74 � 4 LF 4" PERF. PVG � 1.53b � 7 LF 4" II `�QLID X X X X PVG c� 2:Ogb 1 NE 4" IE=399.60 �I_ --------- — ------ —------------------ —-_____________ _______________------- �______�________�_______ _�__ _- � II I I II • • • • • • • • • � • II � C � v � /� .v . x � I I v C� Q o. p� . � �. � a � ��o° � v d �v � o .. � . .. I I I I II W II I I �\ U I I �� � I I � II '• 1 L� III � Q z BUILDING � � �O D II N � 1 w .i �� DRY I N�G� SGH�M�T I G SCALE: I" = 10' 0' 5' 10' 2 0' 3 0' SCALE: 1 "=10' IE=3aq.80 GAP PIPE 6 LF 4" PERF. Q P�/G ®2.03b IE=3gq.�f2 EX. GB E 420 �•• �' • ' \ �' FENCE EX. DECK POSTS t�- O O (L CONDO � � FILL O � O�' � � TOP WALL 401.0+/- ,�� _; WALER ' � �O NOTE: EXISTING FENCES 4" PERF. WILL NEED TO B REM0I�ED � RE L�GED. PIPE �� II N = � THREADED m ROD PROPOSED PIN PILE .0 X W - W 12'+/_ EX. GROUND W�TTL� ST��G 11�1G 1��T� I L. (LOOKING NORTH) NO SCALE �TTLES, IMPOST -FILLED S�GTION � - � SCALE: H I " = 5' \/ I " = 2' SEE SHEET L4 OF 5 i� Scott A. Palmer, P.E. 420 0 U 2 e a 0 J O � � Q S Q Q H �a a a a a a a a a a a j O O O � � � � � � OI Z Z � W Q Z z W Z W p 410 � �� � � O U �� � W v W W z W W N Y � � Q z p=� Y a I W N� vWi W O� �� Oyu � mQ p � OZ U � � U O Q O� p p '•• 3G0 !021 W J U c7 �w� � �o`� Urn V � C7 � � � rn � � O w ��� �oZ� as A ��_ � ��� O I Z 0 O STATE OF WASHINGTON REGISTERED UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE ���RU�RY I , 202 SHEET NUMBER L 5 of 5