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BLD PLN ENG-APPROVED REVISED PLANS 6.18.20NW 114, NW 114, SEC 29, TWP 27 N, R 4 E, W. M. U 0' 10' 20' 40' 60' SCALE: 1 "=20' y Sdonor i S89°49l 31 E 312.63' I—).j I I � a I F I BUILDING Riff r I � I I S89°4927"E 312.42' SITE FLAN SCALE: I" = 20' qjr Sunlight Beach Double Bluff Beach and Off Leash Area Clinton Everett 3 Mukilteo Maxwelton Boeing Q 526 s36 3rISVle 525 QPoint No Point ,. Lighthouse rn Paine Field szz Paine Field -Lake Stickney G i v (-E2, Picnic Eglon Point -North Lynnwood Mill Creek Rose Point Martha Lake raaiuviirc oAlderwood Mail Q sz> r Lynnwood CQ s2° © North Aldercad Cr- Edmonds sz° 2131376th Avenue West Mawnor ® Kingston L13 cnrvrory a aax Woodway Esperance Mountlake North Kitsap 100 Terrace Heritage Park ® Brier © o Lake Shoreline Bothell Forest Park Kenmore szz W Indianola szz © Saint Edward VICINIT)' MAP NO SCALE OWNERS ROSE RIDGE CONDO ASSOCIATION ALEX PIERCE, PRESIDENT 21513 76th AVE W, EDMONDS, WA g8026 LANDSCAPE ARCHITECT JOHN RUBENKONI6, ASLA RUBENKONIG PLANNING AND LANDSCAPE ARCHITECTURE, PLLC 5215 210TH PLACE SW, EDMONDS, WA g8026 206.4cf I .g621 RUBENKON I GPLA® MSN.COM ENG I NEER SCOTT PALMER, PE PALMER 6EOTECHN I GAL ENGINEERS, INC. PO BOX 1562, FREELAND, WA 0182401 360.ci2cf.5676 SPALMER®PALMERGEO.COM SURVEYOR DAVE WEST, PLS WEST ALLIANCE PROFESSIONAL SURVEYORS 13614 ASH WAY, EVERETT, WA g8204 50Cf .630.0755 MATR I XSURVEYORl@L I VE.COM S I TE DATA 21313 76th AVE W, EDMONDS, WA g8026 TAX ID # MULTIPLE LEGAL DESCRI FTI ON SECTION 2,l TOWNSHIP 27 RANGE 04 QUARTER NW ROSE RIDGE CONDOMINIUM BLDG 21515 UNIT 12 TGW Ea $ UND I V .Ocf % I NT IN COM AREAS $ FAGS AS DESC IN DECL REC UND AFN g712050025 AMEND BY AF N0200804140737 7/9/2020 SHEET INDEX Scott A. Palmer, P.E. LI SITE PLAN L2 SUR\/EY / EXISTING CONDITIONS L3 TESC PLAN / DETAILS 4 NOTES L4 WALL PLAN 4 SECTIONS / GRADING $ DRAINAGE PLAN L5 WALL SECTIONS )20 V vJor- J J J Cc O Q W U W O O W mci' O Z N z 0 z W V C7 z h w � Urn V C7 rn OCo x z �O� Z a �rrg�&/ -- 1 STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT JOHN E. RUBENKONIG CERTIFICATE NO. 574 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE ,JUNE 4, 2020 SHEET NUMBER L I of 5 NW 114, NW 114, SEC 29, TWP 27 N, R 4 E, W M. 2" x 2" WOOD/STEEL U CONC. RET. 0� 6' WOOD FENCE. 1p a a 77?AShI __ ° d d I -d d•p. 1,.h a' •.••..••..••..••..• ........'(yp., :.'.'.'::.* �..'.'.':.'.. ary RET. WALL • .............. .......... •.....................................• 'J9 .J ° .......................... ''.'.'..'..'.'.'..'.'.'..'.'...........'.'.'...'.'...'.'...'.'...'.'.•. d' d :.'.'.':.'.'.':.'.'.':.'.'.':.'.'.':... .: % ..'.'.':.'.'.'.'.'.'.':.'.'.':.'.'.':.'.'.':.'.'.'::.'.'::.'.'::.'.'::.'.'.'. :.'.'.':.'.'.':.'..' '.'.'.':.'s'..'..........:...:...:...:...:...:..................... .. �FI40UU1,1AE .` u.':...'.'::.'.':..'.' �;'............................................. 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INLET :.:.:....... r.....' ::::::::::::::::::::::::::::::: .. •!•.... h ........ p O O O) O I el N BUILDING CO ro�o q� W W� ^� ry, /�. 1,. o X �. AAo6-SILT FENCE LM � 1 '_ - - ',. _�­' eP 11^1 'p'V 1 1 p`Y�r � I X 'w a e a Qd. PROTECTION . .•..•.•.•..•.•.•..•.•.•..•.•.•. :.I .•.'.'.'.I ..•.•.•...•.•...•.•...•.•...•.•: G �.......................... a. ................... y... 1 ......................_° I BUILDING ; .. .... ..... d #21315 ............................... . ....... '.'.•...... .... .I . ........... .••'.•.••.•..•'..•'.. • ..............•....... ''•''..1. •'' .�. ...::...:..• .,.. .... .... .......I. �. .I.. .... .... .... .... ... �. p.'.i.'.'. .. ..'..'..'..'..'..'..'.'.' / �.. ::...........'...' . .. I.... :.'..:.'..:.'..:.'.'. y. �.�..�... ................... •:.•..•:.•.. .•.•.•..•.•� .•.•.':l•.•.•.•.•.•.•.•:.•.•.•..•.•...•.•.'. ........... �.:.:.+ h .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. :...:... .I...'. ..'...'....'....'....'.' •""" "' """"""""' REMO\/E/REPLACE CURB AS NEEDED ��.:....: :..1......I... .. IF REMO\/ED, ADD A DRIVABLE �• •..... ...... y. �. "" """""""' ASPHALT BERM TO ENSURE STORM %413.30 ......I.... y.... ................ :. �.:..;:... WATER FLOW ENTERS THE GB .... �.'.'.'. ............... 0' 5' 10' 20' 30' TEMPORARY :.:.: .:.:.:.:.:.:.:.:.:.:.: .,35. d ° MATERIALS :: r <,36, a d �. �. ; 6 " a STOCKPILE ,.....,...• SCALE: 1 "=10' AREA +_.;c,z o TIE SANDBAGS TO ROPES. STAKE ROPES 12" MINAWAY FROM EDGE OF SHEETING. 10' MAX (TYP.) NOT TO SCALE 5' OVERLAP -� �Y�Y�.Y�Y.►Y�Y�Y�YwY�Y�Y� � X.0 Y5�Y`�Y�Y`ca • II/ 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 STOCKPILE DETAIL NO SCALE TEMPORARY- GONSTRUCTION ENTRANCE TESC PLAN SCALE: 1 " = 10' T'?IM GEOTEXTILE I I RIM=405.08 LE=400.98 8" S. X \I \ \ \ I I \ \ 1 I I I 1 \ X I ' f� I I O I I I I I '! • 1 ' , �I kphy X ca BUILDING 1 � \ / d h I I WNryy 'ry � I I I I I I 1 '1 I DECK POST j X m I I I I I I TYP. I I I P- W I I I I O I i I I EX. C.B. , ; ; ; SILT FENS RIM=401.97 LE=399.37 8" N. I.E.=399.17 8" W. I.E.=399.07 12" S. d d X; I I I 'jI ; / INLET PROTECTIO X BUILDING (APPROX.) /, I 00 I • o n ^ M M NOTES I 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. CONSTRUCTION SEGQUENCE 3. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM I. ARRANGE WITH THE CITY OF EDMONDS FOR A VERFLOW BYPASS (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID 2PRE-CONSTRUCTION MEETING ON SITE. . ESTABLISH AND FLAG CLEARING LIMITS. WITHOUT SPILLING THE COLLECTED MATERIAL. ENT ANIn nFRRIC ATr CROSS SECTION ISOMETRIC VIEW NOT TO SCALE NOT TO SCALE CATCH BASIN INLET PROTECTION DETAIL NO SCALE 5. INSTALL SILT FENCING AS SHOWN ON PLANS OR OTHERWISE DISCUSSED WITH G I TY OFFICIALS. TEM 4. MAKE SURE ALL PERMITS HA\/E BEEN RECE I \/ED. 5. HA\/E A LOCATING SER\/I GE IDENTIFY WHERE UNDERGROUND UTILITIES ARE LOCATED. 6. REMOVE EX 1 STING WOOD FENCE AND STORE ON S 1 TE TO BE RECONSTRUCTED UPON COMPLETION OF WALL PROJECT. -7. CONSTRUCT NEW WALL, DRAINAGE SYSTEM, AND LANDSCAPE. 8. INSTALL PERFORATED DRAIN PIPE BEHIND THE WALL. CONNECT TO EX I STING CB. 4ISS C1. BACK FILL AND COMPACT BEHIND THE WALL. GRADE AND SMOOTH BEHIND WALL. REINSTALL FENCE. I O.MAKE SURE THAT THE TESL FACILITIES ARE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 11. GALL FOR INSPECTIONS FROM THE G I TY AS NEEDED. 12.REMOVE TEMPORARY CONSTRUCTION ENTRANCE, TILL COMPOST INTO SOIL, COMPACT AND SMOOTH AND HYDROSEED. 15. WHEN COMPLETE, REQUEST A FINAL INSPECTION. 14. 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 8" 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 04 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. `sf. ls' � 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 GRESS/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 SPALLS 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 SPALLS 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 SPALLS* < 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 7 F7 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL \s } 1 S 9 �) APPROVED BY: R. ENGLISH E R- 9 01 CONSTRUCTION ENTRANCE NOTES I. rLHCC L_/'NIvIJ�C./-V-= UNL-,'=K MIT- T'CHr C�CJN=) 11KUL, I ICJN ENTRANCE. 2. AFTER PROJECT CONSTRUCTION GIVEN FINAL APPROVAL BY C 1 TY, REMOVE RIP RAP AND FABRIC, PLACE 4" OF COMPOST AND TILL INTO SOIL, COMPACT TO 80% , RAKE SMOOTH AND HYDROSEED WITH GRASS MIXTURE. M-011 -2020 Scott A. Palmer, P.E. �JUNE 4, 2020 O CD CD CD cq `s W Q W O O Wci Wz WW N �Q Ltj O� 0 I Oyu I mQ p I OZ W N � Q O�I W O D U O p cc O mom wr Q Q U G7 Fw �o� U rn rn C7 V ��rn C a O w tiC c4 Wiz_ STATE OF WASHINGTON REGISTERED UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE SHEET NUMBER L 3 of 5 IPA NW 114, NW 114, SEC 29, TWP 27 N, R 4 E, W. M. I , , I I 6' WOOD FENCE I + I I �. X I 1• +R C� �� ,y�Dc 11 \J �D� i i I RET. WALL l - - '1-O"' '1 Q Q 41369 I '�� I I Q a. a EX. C. B. Q � Q .Y,I- III ■ I RIM—405.08 a . I y I.E.=400.98 8" S. I I /\ I I I I I I I I I I I I I 1 DI11 ■ko�' 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 THE EXISTING 8" STORM PIPES ALONG THE alll K EAST AND SOUTH PROPERTY LINES SHOULD BE ■�o � I TV'D BEFORE CONSTRUCTION BEGINS AND AT I I , COMPLETION TO ASCERTAIN THE CONDITION X OF THE PIPES AND THAT THE PIPES WERE NOT DAMAGED DURING CONSTRUCTION I I — I I v I I I I I I I I I I Q I I I I O I I I OI - /I 1 I Q I I QO 4 °J 1 I I I i 1 spy I I /X\ BUILDING--- I I I I — °. a #21313 1 III I I. I I Q LJ- I I � I� �/ . I nlll ■� i i I I I I I I I ' I I I I I - I Q I I I I I � II Q D 1\ p I I K\ I I I I � ■ I I I 20' I I I I - I DECK POST I ` (TYR) I I I � I I 1 I I I I I I ■ I I I I I I I I � I LJ------T I I I 0' S' 10' EX. C. B. RIM=401.97 °�J' ' SCALE: 1 "=5' I.E.=399.37 8" N. 403.48�— --- I —�— I.E.=399.17 8" W. I. E. = 39 9.0 7 12 " S. ° X, a;' �p�' Q ■ I I I I 1 THE EXISTING 8" STORM PIPES ALONG THE ' EAST AND SOUTH PROPERTY LINES SHOULD BE a TV'D BEFORE CONSTRUCTION BEGINS AND AT I a. a' COMPLETION TO ASCERTAIN THE CONDITION ° ■' OF THE PIPES AND THAT THE PIPES WERE NOT DAMAGED DURING CONSTRUCTION I I — / 413.54 4 n , a � III o TA 4 R Q i-- , REI WALL I I , . ° a // --- - - - - - - - - - - - - - - - - - - --------------------8 ------------------------ - - - - +5'-6-1 I '^ \^V�J/ ----------/ -------- r- r I , I ' l , I 1 I I I 1 1 1 I I ' I I I I I I I I II I I I I I' I I' I I ' I I OI I I I I I I I I I II I I' I I I' I I 1 \ I ANGHOR� (TYP) ( I I I \ 1 \ \ 1 I I \ 1 I I (PROPOSED I 14" PERF. PVC ;PIPE I ' PIN PILES 4' OI.C. I I I I I I I I I / / -- — -- -- I A 1 +r I 4" SOLID PVC ® Op IE=3aa.60 ' O � ® O GAP I E=400.12 Ib F 4" PERF PVC GRADING 4 DRA I NAGS PLAN SCALE: I" = 5' i I I I I 1 I I I I I I 1 I I I I I I II II 1 1 I I I I'1 I I I I 1 I I� - 1 I II II II II 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 II ® 1 I I I I I I I I 1 I I ' I I I I I I I I 4" ;PERF; PVC . PIPE I I DRAIN TO EX.; GB I I 1 I I I I I I I ' / 0 - I O l FOOT LONG WATTLES, DOUBLE -STACKED, I 24" O, 0. 5tAKED w/ 4' REBARI ' I +� I / / I I ' 1 1 1 11 1 11 1 1 I 1 1 1 I 1 1 I 1 1 1 1 11 2 (LAYERS OF, JUTE TO BE 50% OFFSET FROM EACH OTHER. I P,I_ANT ,'COMPOST -FILLED WATTLES AND AREA BETWEEN IWATTLES w/ / SNOWBERRY. 00 1-GAL POTS @ I8 O.G.00 % + 3 I a8 II •oo I , I I NO I I I I + I 1 I I I I I 1 I I I I I I I I 111 11 1 1 1 II DRAIN ROCK RETAINED SOIL FILTER FABRIC APPROX. EXIST'G STORM DRAIN LOC. 9 FEET BEHIND PROPOSED WALL (Varies) APPROX EXIST'G STORM DRAIN LOC. 3 TO 5 FT ABOVE ANCHOR (4 ft typ.) T O.C. MR-4 MANTA RAY ANCHOR 12-FOOT LONG 3/4-IN ALL THREAD 15 DEG MIN. TO 25 DEG MAX. 4x12 PRESSURE ATED TIMBER 2-INCH SCHEDULE 80 PIPE PILE C I Ox20 CHANNEL WALER TO RESTRAIN PIN PILES 4" PVC DRAIN PIPE CONNECTED TO EXISTING STORMWATER SYSTEM DEPTH TBD DRIVEN TO \ 1\Ll V (JAL 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 3 PERFORATED PIPE TRENCH DETA I L (AT SOUTH PROPERTY LINE) NO SCALE 96811 P.T. 2x10 (TYP) NATIVE MATERIAL COMPACTED TO 50% LANDSCAPE FABRIC 1/2"0 x 24" LONG REBAR C) 51 O.G. SECURE TO 2x I O w/STEEL STAPLES (2 PLACES) Scott A. Palmer, P.E. JUT 41 2020 120 U za a a aaa aaaaa zWQW w o �� � o ��u W v W W z W W N Q o= Y o I W N W O� Oyu mQ OZ � Q O,I 0 Q W O O 0 LU 00 Z Q J qm— or U Urn rn 0 W � oo I� Z 0 STATE OF WASHINGTON REGISTERED I,& - 9L.4 UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE SHEETNUMBER L4 of 5 NW 114, NW 114, SEC 29, TWP 27 N, R 4 E, W. M. U �q0 Ex. VE(fwK D� X. OOD FENCE r EX. DEC F05T J Lu FILL TOP WALL 402.0+/- \ � WALER PROPOSED PIN PILE NOTE: EXISTING FENGE5 010 4" PERF. PIPE WILL NEED TO B REMOVED 4 REPLACED. O r THREADED - dJ `r EX. rz-,ROLIND GAP I E = 400.70 SECTION A - A SCALE: H 1 " = 5' V 1 " = 2' EAST P/L - - PIN PILE WALL 14 LF 4" PERF. PVC a 1.0% - 420 3�O EX. NOOD FENCE EX. DECK 0 0 G FILL FILL x TOP WALL 402.0+/- 77MM O`L' � WALER �� � PROPOSED PIN PILE NOTE: EXISTING FENCES 4" PERF. PIPE WILL NEED TO B REMOVED REPLACED. O N THREADED ROD - �O wW 12'+/- 171 EX. &ROUND I -T LF 4"I50LID PVC c 2.0% 1 NEW 4" IE=399.(50 ®_ 1 ----I------- I----- J O BUILDING z 1 1 DRIB I NAISE SCHEMATIC 50ALE: 1" = 10' 0' 5' 10' 2 0' 3 0' SCALE: 1 "=10' D p v IE=3ga.74 4 LF 4" PERF. PVC, @) 1.5% IE=5aq.5O PVG � 2.Ogb EX. 05 J GAP IE=400.12 F- II 1 SECTION B - B 50ALE:H1"=5'VI"=2' E 420 FENCE EX. DECK F05T5 O O (L CONDO � � FILL O O�' V TOP WALL 401.0+/- rY WALER ' �O NOTE: EXISTING FENCES 4" PERF. WILL NEED TO BE REMOVED 4 RE L>4GED. PIPE IE=400 5/4" mROD PROP05ED IN PILE X wW u EX. GROUND WATTLFE STACK I N& DF-TA I L (LOOKING NORTH) NO 5GALE �,TTLES, �MP05T-FILLED SECTION G - G 50ALE: H 1 " = 5' V I " = 2' gas Scott A. Palmer, P.E. 120 3�O �aaaaaaaaaaa W J U A G7 A U0)rn V ZT C7 rn Z 0 O STATE OF WASHINGTON REGISTERED UNLESS SIGNED AND DATED JOB NUMBER ROSERIDGE JUT 4, 2020 SHEET NUMBER L 5 of 5