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REV3 GRE UTIL-DRY UTIL REVIEW REFERENCE0_ rn I 0 N 0 N 0 0 U N N N 7i 0 Cn 0 E w c 0 i I FOUND REBAR WITH NO CAP 1.0' EAST AND 1.2' NORTH OF CORNER. ROCKERY INTERSECTION CHAIN LINK FENCE 0.1 '(W) AND 0.3'(N) OFF _may ,� W - — W LINK .FENCE CORNER ' WWWWW FOUND REBAR AND CAP, LS137527 ON PROPERTY LINE, 2.0' EAST OF CORNER. f ' 4 W • W C4.20 t: 1; END OF CHAIN LINK FENCE BILLBOARD 0.2'(N) OF LINE 61 M M 30V W W N .1- 6 M p /M• 10712 ° �� W °°• ` • ° 72 °O M /*� riw.�y1 56^ / W W W G M M St o in, 12• F^'118• ° 11 30'15i ; . W . • . W . W •4 70' `S ' 12 M0 °° a A ° V M WWWWWW /� VV � 9• 10' / s ° G j+.,� 28 FF��///2/8'X 33 �� ° d ° /� 15" 16 26� 14• _ V ` 7 • • A 12• VV�� 4 C 7' F C S � 2473 F 8• 8.0 ° ° W / � Catch basins invert PROPOSED MA <) I".' BUILDING, TYP 12• A*.8. / A '= F 12 12• \ 38• A 15 12- WA 18• 13• MA IWWWWWWW 6. WWWWW N / — � I/ IW DMA 2 14• A m N A M \ z SD ElSD 20" o• A A 3 W W $$ EMI NI UM 10 / 2 ft depth A�UA \ 12 ° WWWW REPLACE 62' EXISTING CURB 4 ° •WWW 16 CUT WITH NEW CURB AND / GUTTER PER CITY OF 3674 ° EDMONDS STD. DETAIL EXISTING FIRE T 36713R-520 ° 4 HYDRANT TO BE b M o W REPLACED / o� t o ° W W W M / a ° PROPOSED TREE, TYP SEE LANDSCAPE PLANS v —$$ ° ° 4 W 1 / Z $$ SSMH RIM = 421.64' — � / ° PROPOSED STREET LIGHT, W W SSMH RIM = 410.61 ' A W TYP �+ WWWWWWW 8" PVC N, S, E, & W o r W ` W ' W . W CTR CHANNEL = 413.84' 8" PVC S� W ° SEE NOT 5 4� 30• CTR ANNEL = 4 51 ° o z tWWWW ti ° W 19• F 140 34\V/ N a "IV -� WWWAM 00576700002002 WWW 0 PROPERTY LINE, IW..; W '\ — TYP I WWWWWWW TOTAL SITE AREA 59,672 SF a WWW 24' \ �j 3 28• WWW C4.2 FV � I °° ASPHALT - ° W W W 30" J F WWWWW I ° C] W WW W W 20" d to \ / 1 F W W 42• M � F � F NEW W W FFr��/// 111 ASPHALT W W W PATCH WWW WWWWW 11.5' W 10' WATER EASEMENT m W REC. NO. 971121051� I m 1r I. WWW m � U IU IWWWWWW ASPHALT Shoring wall along EXISTING FIRE the property line HYDRANT TO BE �/J IW,W,W,• REPLACED C ` W W 10' DISTRIBUTION EASEMENT 10" I r W W REC. NO. 9706040303 �6„ M 6 2 j M M I M F �r . 15 E EXISTING UTILITY POLE AND MW,W DOWN GUY TO BE REMOVED \ .' °� 10 20 - /S4 \ 1 16 -- — ASPHALT II -5' ASPHALT RAMP - JRANSITION TO EXISTING GRADE OP— 234 STREET SW 42+00 oQi STREET �, TYP Sewer invert approx 7 ft ft at east crossing ft at west crossing 41+00 I PROPOSED POLE 1 LOCATION / °° a° W W �co Sew r invert ap ox loft WW d th STREET �, TYP ° Al W a ° W W ° ° W W FOR DRY UTIL REVIEW MARK UP ONLY ° e ' ) W EXISTING POWER POLE TO BE RELOCATED. i 0 i 5 R TERSECTION OF CENTERLINES 10+0 H SSMH RIM = 411.54' 40+00.00 234 8" PVC N, S, & W CTR CHANNEL = 401.0'0' 3 WAY 99 ET SW CONTRACTOR TO ENSURE POLE HAS 1-FOOT CLEARANCE FROM ADA RAMP. SEE SHEET MORE INFO. 8 C7.00 FOR It looks like pud is accounting for this wall and routing the power behind it. r� 0 10 20 40 SCALE: 1 inch = 20 ft. LEGEND PROPERTY LINE — — — — — — — — — — — — SAWCUT LINE ° ° PROPOSED BUILDING CONCRETE SIDEWALK ASPHALT CONCRETE PAVEMENT LANDSCAPED AREA 0 STREET LIGHT/LUMINAIRE CONSTRUCTION KEY NOTES R-52 Ot CURB AND GUTTER C4.10 R-53 O CONCRETE SIDEWALK C4.10 F 40.16- 3 O CURB RAMP C4.10 R-54 O DRIVEWAY APPROACH TYPE I C4.10 O DETECTABLE WARNING STRIP MATCH EXISTING, REMOVE TO NEAREST EXISTING JOINT O WHERE MATCHING EXISTING SIDEWALK O ASPHALT CONCRETE PAVEMENT PATCH, MATCH EXISTING u-4t PAVEMENT SECTION C4.10 O PAVEMENT SAWCUT LINE, SEE NOTE 4 O C.I.P. CONCRETE RETAINING WALL, SEE STRUCTURAL SHEET S2.01S AND DETAIL 5/S3.30 1 10 CONCRETE SLAB FOR TRASH ENCLOSURE C4.20 NOT USED 11 12 PLANTERS (TYP.), SEE LANDSCAPE PLANS 13 NOT USED 14 NOT USED 15 GRAVEL WALKWAY FOR WATER RISER ROOM ACCESS t6 4-INCH PAINTED FOG LINE, SEE NOTE 1 NOTES FOGLINE AND CENTERLINE TO BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. SAWCUT EXTENTS TO BE DETERMINED BY THE ENGINEERING INSPECTOR. ALL LANDSCAPED AREAS SHALL RECEIVE AMENDED SOILS PER 2014 SWMMWW BMP T.5.13. STREET LIGHTING ALONG HIGHWAY 99 WILL NEED TO COMPLY WITH GATEWAY DISTRICT DESIGN REQUIREMENTS. THE CITY WILL INFORM THE CONTRACTOR/OWNER OF SPECIFIC REQUIREMENTS ONCE THEY BECOME AVAILABLE. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: MarCh z0, zoz0 feanie MC -Donne f N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 t ROW REVISION 03.20.20 0 0 SECTION, TOWNSHIP, RANGE: SW %4, NE %4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME SITE PLAN CITY ENGINEERING DIVISION SHEET NUMBER C4.00 PROPOSED BUILDING CONCRETE SIDEWALK ASPHALT CONCRETE PAVEMENT LANDSCAPED AREA 0 STREET LIGHT/LUMINAIRE CONSTRUCTION KEY NOTES R-52 Ot CURB AND GUTTER C4.10 R-53 O CONCRETE SIDEWALK C4.10 F 40.16- 3 O CURB RAMP C4.10 R-54 O DRIVEWAY APPROACH TYPE I C4.10 O DETECTABLE WARNING STRIP MATCH EXISTING, REMOVE TO NEAREST EXISTING JOINT O WHERE MATCHING EXISTING SIDEWALK O ASPHALT CONCRETE PAVEMENT PATCH, MATCH EXISTING u-4t PAVEMENT SECTION C4.10 O PAVEMENT SAWCUT LINE, SEE NOTE 4 O C.I.P. CONCRETE RETAINING WALL, SEE STRUCTURAL SHEET S2.01S AND DETAIL 5/S3.30 1 10 CONCRETE SLAB FOR TRASH ENCLOSURE C4.20 NOT USED 11 12 PLANTERS (TYP.), SEE LANDSCAPE PLANS 13 NOT USED 14 NOT USED 15 GRAVEL WALKWAY FOR WATER RISER ROOM ACCESS t6 4-INCH PAINTED FOG LINE, SEE NOTE 1 NOTES FOGLINE AND CENTERLINE TO BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. SAWCUT EXTENTS TO BE DETERMINED BY THE ENGINEERING INSPECTOR. ALL LANDSCAPED AREAS SHALL RECEIVE AMENDED SOILS PER 2014 SWMMWW BMP T.5.13. STREET LIGHTING ALONG HIGHWAY 99 WILL NEED TO COMPLY WITH GATEWAY DISTRICT DESIGN REQUIREMENTS. THE CITY WILL INFORM THE CONTRACTOR/OWNER OF SPECIFIC REQUIREMENTS ONCE THEY BECOME AVAILABLE. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: MarCh z0, zoz0 feanie MC -Donne f N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 t ROW REVISION 03.20.20 0 0 SECTION, TOWNSHIP, RANGE: SW %4, NE %4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME SITE PLAN CITY ENGINEERING DIVISION SHEET NUMBER C4.00 BUILDING, TYP VARIES , CONCRETE SIDEWALK PER C.O.E. STD. DETAIL TR-531 NO. 4 BARS ON 15-INCH CENTERS IN EACH DIRECTION 6" CEMENT CONCRETE PAVEMENT (4,000 PSI) WITH 3-7% AIR ENTRAINMENT, INSTALLED PER WSDOT STD SPEC 5-05 4" CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) OR 3" ATB 4INIMUM 12-INCHES COMPACTED SUBGRADE IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS CONCRETE PAVEMENT 1 " = 5' 'L PROJECT SITE I HWY 99 ROW >> 1 1 I 1 10' 1 EASEMENT FOR SNOPUD AND O.V.W.S.D. 1 I j 0.5' CURB 10' SIDEWALK I 8' LS 1.5% 1 APPROXIMATE PROPOSED TELECOM AND POWER DUCTBANK LOCATION SEE SHEET C7.00 1" MIN z 1 0 00 I 00 00 00 °O 1 I EX. ROADWAY SLOPE EX. CONCRETE CURB AND GUTTER TO REMAIN EXCEPT AS NOTED IN PLAN APPROXIMATE EXISTING 10" WATER MAIN LOCATION HIGHWAY 99 TYPICAL SECTION 1"=5 44 BREVE CONDOS SITE PROJECT SITE EG C1111 r I CD N CD CV DRAINAGE SWALE MIN EACH SIDE CD 0 U CV W 0 CV CS) c- r� CAI / i N IV c') a) 0 U) / U) c 0 E w 0 c C_ M 0 i vvivvniiviv i u� 12" SD STRUCTURAL WEST SECTION 1" = 5 HWY 99 I COMMUNITY HEA BUILDING, TYP EG rV nMAnr PROJECT SITE i vvivvniiviv i �R 1.5' STRUCTURAL NORTH SECTION SLOPE VARIES ACROSS DRIVEWAY, 3% MIN TO 8% MAX 1" = 5' 1 6' SIDEWALK I 1 2% MAX Utility Accommodation I_ PAVEMENT REMOVE/PAVEMENT REPLACE uMITS SEE NOTE 3 CO Chapter 1 OPEN CUT CROSS SECTION NTS LEGEND OA Existing HMA (Hot Mix Asphalt) or PCCP (Portland Cement Concrete Pavement). © HMA class % inch or PCCP: Depth and material shall match existing pavement. Removal and replacement limits of pavement to be determined at the time of utility permit/franchise review. © Approved backfill material or CDF (Control Density Backfill) or as specified by WSDOT. OD Bedding material depth beneath the pipe/casing shall be six (6) inches. Additional pipe bedding shall be placed equal to half the diameter of the pipe/casing or six (6) inches, whichever is less. OE Existing crushed surfacing base course. OF Crushed surfacing base course depth shall match depth of existing crushed surfacing base course. OG HMA butt joint requires tack, seal, and sand. For PCCP, refer to General Note 5. EDGE OF PAVEMENT - -- GENERALNOTES 4 1. Trenching and pipe installation shall meet the requirements of WSDOT Standard Specification 7-08. I i EDGE OF LANE 2. Maximum trench width shall not exceed casing/pipe diameter plus an additional one (1) foot on either side. j 3. Compaction shall be method "C" per Standard Specification Section 2-03.3(14)C. 4. Minimum depth shall be sixty (60) inches from the finished surface to top of casing. ' 5. PCCP shall be replaced to the next panel joint in each direction SAW CUT ► '� SAW CUT as approved by WSDOT. All work shall be as specified in WSDOT Standard Specification Section 5-01.3(4). EDGE OF TRENCH EDGE OF TRENCH EDGE OF LANE i 6. When connecting to an existing facility under the pavement, pavement restoration may, at the department's discretion, include the full lane width and encroached shoulder. 7. Casing pipes shall extend a minimum of six (6) feet beyond the EDGE OF PAVEMENT ................... toe of fill slopes, bottom of ditchline, or outside of curb. 234TH P NN VIEW 8. Tack asphalt per WSDOT Standard Specification 5-4.3(5)A. ST SW Open Cut Crossing Detail Figure 120-4a EX ROADWAY SLOPE i DRIVEWAY PER C.O.E. STD. DETAIL J TR-541, SHEET C4.10 APPROXIMATE EXISTING 18" STORM /�, APPROXIMATE EXISTING 8" DRAIN LOCATION WATER MAIN LOCATION 234TH ST SW SECTION 1" = 5' Page 1-52 WSDOT Utilities Manual M 22-87.07 November 2014 REVISION 1 - LAYOUT OF FRONTAGE IMPROVEMENTS ONLY REFER TO CIVIL CONSTRUCTION PLANS APPROVED FEBRUARY 4, 2020 (PERMIT #BLD2018-1622) FOR ENGINEERING REQUIREMENTS RELATED TO CONSTRUCTION OF FRONTAGE IMPROVEMENTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS MarCh 20, 2020 DATE: �yanie Mc�con.neff CITY ENGINEERING DIVISION N"IX 51 I t I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS ISSUED FOR: DATE CONSTRUCTION SET 02.18.2 ROW REVISION 03.20.2 0 0 SECTION, TOWNSHIP, RANGE: SW %4, NE %4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME SITE DETAILS SHEET NUMBER C4.20 1"'__ U) co N u / ry \ / _0 o \ \ 32-01 I I 3 V I I 32-01 3 Sp 15 - - may- - - - - - - - - - - t - I - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - E E E -E E E E E E E E< E E< E E E E E E E E E E< E E E 15 E E E E E T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E< E E E E E E E E E E E E E E E E E E E E E E �E < '�E << E E< < < E E E -' \E E < E < E E 15E E E E E E E < E E E E E E E E < E E E E < \E E E E E E E/ E E E E E E E E E E E E E < E E E E E E E E E E E E E E E E E E E E < E E E < E E E E E E E E E < E E E < E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E\ E E E E E E E / E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 4 -01 0 �Go < < < < < < < < < < < < < < < < < < < < < < < \ < < < < 4 < < < < < < < < < < < < < < < < < < < < < < < - E < E E E E E E < E E < E E E E E E E E E E < E E E < E E E o 0 0 0 0 o E < E E E E E E < E E E E 0 0 0 0 0 < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < - E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E < < < < / Si < < < < < < < < < < < < < < < < < < < < < < \ < < < < < c/ < < < < < < < < < < < < < < < < < < < < < < - < E E E E E E < E E E < E E E E E E E E E < E E E E E E E o 0 0 • o 0 0 o < E E E E E E < E E E E w < < < < /< < < < < < < < < < < < < < < < < < < < < < < < N1-1 < < < < �� < < < < < < < < < < < < < < < < < < < < < < < L� - < \ i_ / �<_ __< < < < < < < < < < < < < < < < < < < < < < < < < <� �< < < i -< < < < < < < < < < < < < < < < < < < < < < < < < • E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EX E I- ° ° EI E p 4 ,P) I ° I E 6 E EJ) bu E� T-01 E E I E� < I E 1 I r I E I ° IL ° — — — — — — — J E r � I s o 0 E E 32-01 < E < I / E E E E E E 32-09 < < I E D L M E WM E I E 1- � ® ■ E E E E < I ■ E E E 32-01 DCVA E < E I E E E E E E I I 23400 HIGHWAY 99 APARTMENTS ff E -° E I - SEE ARCHITECT'S DRAWINGS <_ E E E 0 -01 E E E E E E 03-02 I / r I � E E E < E A II �\ LL \ E E E < ^ F-1 \ E E Er E< E \ 03- L L J / 32-01 E E E E E E 03-01 E E E � E E E E ° / `` / E < E E C0 E E E E E E E < 03-05 E E E E E E E E < E E E E E p S-09 \ E E< E< E E E E E Ep E UT-01 E E E E E E ° SD 32-04 EI \ E <_E E E E � ° ,........ E E E E E < b E I < E E IN E REFERENCE NOTES SCHEDULE S SS E E E E E E ° ° 32-04 E E E E E E E E E E SYMBOL DESCRIPTI-ON E EEEEE E E ° p s-09 \ E p 1� CONCRETE ENTRY DRIVE, REF CIVIL DWGS. E E < E E E E E E E E <_E F2 EXISTING SIDEWALK: MATCH -ELEVATION, PROVIDE S `S `S� E � EEE E <_E E E ' EXPANSION JOINT, TYP. E E E < E F \ < E E E E E E 0 EXISTING PARKING LOT: ASPHALT PARKIN\-G,�WITH E <_ E E E E < E E ' EXTRUDED CURB. E E E E E E < E\ ° ® EXISTING TREE: PROTECT TREE DURING 32 EXTERIOR IMPROVEMENTS E E E < E E ° CONSTRUCTION; SYMBOL DESCRIPTION E E <_E E E E E E E 0 WASTE BIN STORAGE PAD: REF CIVIL DWGS. 32-01 SLANTING AREA (PA): SHRUB PLANTING AREA; y E < E < <_< \ < F ROT TILL TO 12" DEPTH FROM FINISHED /G E E © CONCRETE RETAINING WALL: REF CIVIL ENG SUBGRADE; AMEND SOIL WITH 3�� CEDAR GROVE <_E E E E E < c E DWGS. COMPOST DURING ROTOTILL, ADD 12" CEDAR E < E < E GROVE THREE WA�Y�SOIL IN 4" LIFTS, Y 32-01 E E E 15 TREE PROTECTION ZONE: DRIP LINE OF EXISTING ROTOTILLING INTO EXISTING SOIL WITH EACH E <_E 9 9TIVE TREE SHALL BE ENCLOSED TO PROTECT TREE LIFT; FINE GRADE WITHSDRAINAGE ROOTS; TREES ARE ON ADJACENT PROPERTY; TOWARD DRAIN STRUCTURE AND,.AWAY FROM PAVING TRENCHING UP TO THE ROOT ZONE IS ALLOWED; BUILDING. MAINTAIN 1 /2" DIFFERENCIBETWEEN SYMBOL DESCRIPTION AIR SPADE AREA FOR EXCAVATION & PROVIDE HARDSCAPE AND PLANTING SOIL SURF -AGE. GE. STRUCTURAL SUPPORT FOR TREE DURING EXCAVATION; ROOTS LARGER THAN 1 " SHALL BE 32-04 BALLAST: AGGREGATE BALLAST MIN. 4" DEPTH; P-05 SLAB PAVERS: 24" SQUARED X 2" T; NATURAL COLOR; NON —SLIP SURFACE FINISH; MANUF.: CLEANLY CUT BEHIND ANY ABRASION OR WASHED RIVER ROCK, SIZE: 1 1 /4" DIA.; ABBOTSFORD HYDRAPRESSED SLABS; INSTALL TEARING OF ROOTS. ARBORISTS ENCLOSE AGGREGATE WITH ALUMINUM EDGING OVER 5/8" COMPACTED GRAVEL, 4" DEPTH; RECOMMENDATIONS FOR STRUCTURAL SUPPORT OR PAVER CUT TO WIDTH OF OPENING; FILL TO \ PROVIDE 4" ALUMINUM EDGING AT OUTSIDE SHALL BE PROVIDED. REFERENCE TREE TOP OF FINISHED SURFACE WHEN ADJCANT TO \ �NGE, TYP. PROTECTION PLAN SHEET L0.01 PAVING . SITE FI�RNISHINGS 03 CONCRETE 32-09 VERTICAL TRELLIS: METAL MESH PANEL (3" GRID SYMBOL DESCRIPTION--,,_ SYMBOL DESCRIPTION SIZE MAX.); MOUNTED TO EXTERIOR BUILDING 03-01 CONCRETE SIDEWALK: CITY OF EDMONDS STD; SURFACE; SUPPORTING GRID SPACING: 12" O.C., S 009 PLANT CONTAINERS: _PRE— PLANTERS; -',-COLOR: REF CIVIL MIN. WIDTH 8t; MEDIUM BROOM FINISH, LAG BOLTS 1 /4" X 2" IN CONCRETE ANCHORS SIZE: 2' X 8' X 24" HT T.B.D.; DWGS PERPENDICULAR TO TRAVEL; EXPANSION JOINT WITH STEEL SUPPORT LOOP FOR MESH; LAG SURFACE FINISH: T.B.D.; DRAINAGE: INSTALL SPACING: 20' MIN-30' MAX.; CONTROL JOINT BOLTS SHALL BE HOT DIPPED GALV.; TRELLIS DRAIN OPENINGS (2) IN BOTTOM OF PLANTER; --ON SPACING: MIN. 4t— MAX. 6t; 4" MIN. TH. AT FINISHED HEIGHT WILL BE MIN. 12'/MAX. 20t; PROVIDE SINGLE LAYER FILTER FABRIC 3,000 PSI. MAINTAIN 3" CLEARANCE BETWEEN TRELLIS AND BOTTOM, EXTEND SIDES 6" FROM BOTTOM OF,_� " MOUNTING SURFACE, TYP. PLANTER; FILL SOIL TO WITHIN 1 OF TOP OF 03-01B CONCRETE WALK: 4" MIN. DEPTH; MEDIUM PLANTER; PROVIDE OPENING(S) 2" DIA., FOR REF CIVIL BROOM FINISH; SCORING: AS SHOWN, MIN. LIGHTING IRRIGATION LATERAL PIPE, CONNECTING DWGS 50.C.; NATURAL COLOR; MIN. 3,000 PSI, TYP. SYMBOL DESCRIPTION PLANTERS, OPENING(S) SHALL BE LOCATED ON BOTTOM OF PLANTER, REF CONTAINER DETAILS, 03-02 CONCRETE ENTRY WALK: NATURAL COLOR; 4" LT-04 SITE INFRASTRUCTURE: SITE LIGHTING RIGHT OF TYP. WAY LIGHT STANDARD; JUNCTION BOX AT BASE REF CIVIL MIN. TH. FOR SLAB; SCORING: SAW —CUT 1 /8"W >] t t OF LIGHT STD.; BY OTHERS. SITE UTILITIES DWGS X 1 /8 DEPTH, SPACING: 2 O.C. X 6 WIDTH. 03-05 EXPANSION & CONTROL JOINTS: MIN SPACING — REF CIVIL EXPANSION 20' O.C., CONTROL 4t; MAX DWGS SPACING — EXPANSION 30t O.C., CONTROL 6t; EXPANSION JOINTS ARE FULL DEPTH, FELT; CONTROL ARE 3/8" TOOLED SCORE JOINTS, EXCEPT WHERE NOTED; SAW —CUT JOINTS AT ENTRY WALK: 1 /8" X 1 /8", TYP. METAL SYMBOL DESCRIPTION M-01 ALUMINUM EDGING: PERMALOC GEO EDGE 4.25" X 3.25"; BLACK COLOR; SHALL BE USED BETWEEN SLAB PAVERS AND GREENROOF, INCLUDING OUTSIDE EDGE OF GREENROOF; ADDITIONAL AREAS INCLUDE GROUND LEVEL SLAB PAVER INSTALLATION, TYP. LANDSCAPE CALLOUT PLAN - GROUND LEVEL lit =10"-0" SYMBOL DESCRIPTION UT-01 SITE UTILITIES: MAINTAIN EASEMENTS FOR SANITARY SEWER, POWER, WATER, AND STORM. UT-02 IRRIGATION METER AND DCVA, REF CIVIL DWGS. UT-03 SITE UTILITIES: TELECOM/CABLE VAULTS, TYP. E E E E\ E < E E < E E E E E� E E ° )Q E E E UT-01 E E E ° S-09 E E E � E E E E E E -04 E E E E E • E E E E 32-01 E E E E E E E E\ 6, E E E E E E <_E P\ ° E P1 LEVEL E < E E E E E E E E E \ E E E E E E E E E E E E E E\ p E 03-04B E E E E E E v E E E < E E E E E W-01 jB E E v v v E E E E E E E E E E E< E< E E 03- 5 E \\\ E E <_ <_ <_ <_\ �/ �� E03- 5 E E E E E E E E E E E <_E E E \ E E E � � p ` E E E E E E E \ \ E E E < E p p E E E E E E E E E E E E E E \\\ E E E E < \E E E E< E REVISION 1- LAYOUT OF FRONTAGE \\\ E E E E E E E E frneF E E E E E E <_ 03- E IMPROVEMENTS ONLY s8 E E E < E E E E E E E\ p ° p� E E E < E E OE E E E E < ° E EFER TO CIVIL CONSTRUCTION E E E E E <_ <_ <_E E< ° y� P L N APPROVED F E B RUARY 4, 2020 E E E E E E E E Fp (PERMIT# LD2018-1622) FOR UT-01 E E E < \ ° E ENGINEERING<_REQUIREMENTS \ SO 32-01 E E E E< E <_E E< RELATED TO CONSTRUCTION OF FRONTAGE IMPROVEMENTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: — esar`e .14+�,c�onne%% BY, CITY ENGINEERING OIMSIQN E E E E E E E E E E E \ E E E E < CjJ E < E < ° 0 5' 10' 32-01 P1 LEVEL < ° p E E CJ ° E E < E E E E F✓ E E E E 32-01 E E E E E E E E < < E E E E E E E < E E E E E E < E E E E E� E E E \F E E E 03-01 E E ° < E E E E E E UT 1 E E 20' stud"MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com THOMAS • 1 � PHONE:0 Goodman Real Estate HWY 99 23400 HWY 99 EDMONDS1 WA, 98026 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. RENGS F CERTIFICATE NO, 298 TITLE J I HMI' Nrz Y I-'LHIN TRA PROJECT NUMBER 1815 ISSUED FOR: DATE: INTERNAL COORDINATION 11/16/2018 BP SUBMITTAL 02/06/2019 BP CORRECTION #1 05/17/2019 BP CORRECTION #2 07/31 /2019 CONSTRUCTION SET 02/18/2020 ROW REVISION 03/20/2020 APPROVAL BY: DRAWN BY: FJ, SN CHECKED BY: TR SHEET CONTENTS LANDSCAPE CALLOUT PLAN GROUND LEVEL SHEET NUMBER Ll ■ CID I I ry \ o \ Z TTr TTTTT +, t + + t tl+ + t +I + + tlt + + t t + + t t + + t t +I tlt t t + + + t + + tlt + + t t t + t + t t t + t t t + tlt It t + + t + t t + + t t + t t + t t + + t + t tl + t + + t t t++ ttt++ t t t++ t t++ t t++ t t++ t t+ t t+ + t++ t t + t++ t t++ t + t t t t t t+ t t t+ ++ t ++ t t t + t t + + ++ t t+ + t t++ t+++ t t++ t t++ t t++ t t++ t t++ t t t t t t++ t t+ t t++ t++ t+ t t t+ t t+ t t t+ t ++ t t+ t++ F + t t + t t t 0 t t t t t t t t t t t t t t Ft t t t t t t t t t t t t t ttttttt t t t �t t t t ttttttt tttttt t t t t t t t t t t t t t 0 t t tt tt tt tt tt tt t t t t t t t t t `-F t t t t t ttttttt tttttt tttttttttt + t t t t t t t t t t � t t t t t t t t t t t t t tttttttt t t t t t t ttttttttt t t t ttttttt t t / rrrrrrrr rrrrrrrrrr rrrr rrrrrr rrr �� \ \ . -� v o �� rrrrrrrrr rrrrr r rr rrrrrrrrr rrrr �� \ \ \\ � ® _ i p � / rrrrrrrrrrr rrrrrr rrrrrrr rrrrr \ \ \ � rrrrrrrrrrrrrrrrrrrrrr rrr rrrrr \ \ \ ° ° � I � c J to ° b. V!��^^ ° I go ° � `b ° ,ItI r-- - - - - -- co ° ° 0 N 0 O o O O , , • DCDA + �� • r+ WM • O O o77mrE::�b. u DCVA 0 J — 23400 HIGHWAY 99 APARTMENTS ❑ SEE ARCHITECT'S DRAWINGS + +t + ❑ + + + F -1 / Jo S Q A ° ❑ \ / 1 A l ❑ A� \ rrrr +++ tttttt tttttt t+ rrrr \ +ttttttt+ +t+ tttttt ttttttt t+ttt +ttttttt+t+ttt t t t t F ' S --+ t t S ttt +t+++++ttttt +tt -++++t++,\ +t .rrrr+++,\ ° t +t++tt+t+t++++ ++++++++ +t+++ ++++ ttttttttt tttt+ tttttttt+ , � \ \ ° SD _ D \ \ \ r \ F + + t tttttt \ \ ++++++ ++ ++ + o t+++++++t+tt t+t+tt+t++t \ t tt +++ +t+t+ +t+t t \ t ++++ +++++t+ + ttttt+ tttttt +ttt+t+t� NOTE: SEE SHEET 1-1.33 FOR PLANTING SCHEDULE PLANTING PLAN - GROUND LEVEL 1"=10"-0" i T i1TrTT TTTT i 1TITTT — t ++ t t t+ t t t+ t t t+ t t t+ t t++ t t t t t t t t t t t t t t tl +I t t++ + +I + F t ++ t++ t t+ t t t+ t t t+ t t t+ t t t++ t t++ t t++ t t++ t t + t t++ t t++ + + t++t ++tt +tt++tt++tt++tt++tt++tt++tt +++t+t t tttttt +t +ttt+ttt+ttt++tt++tt++tt++t ++t ++t t tttttt + + tt++tt++tt++tt++tt++tt++tt ++t�++ t + tttttt tt+ t+t+++t tt++tt++tt++tt++t + t +tt +tt tt++ tttttt +tt +++++t ++ t t t t t t t t t t t t t t t t t t t t t t t \ + + t t + + t + + + + + t v v v t t + + t + + t \ \ \ + t t +++++ ++ t t + t ttt++ \ \ \ \ \ \ \\ v o v v v v v o Sp Sp 6+++++++ + tt + t t t t+ + +++++ + ++++ + +++�+++ + ++++ +++++ tttttt+ tttttt+ tttttt +++++ +++++ ++++ tttttt ++++++++++ ++++ +++ tttttt ++ ++ + ++ + ++ \ r rrr rrr rrrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ rrr rrrrrrrrr rrrrrrrrrrr rrrrrr rrrrrrrrrrrrr rrrrrrrrr rr rrrr rrrrrrrrrrrrrr rrrrrrr rrrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ JQ T+*Jjj+� t + +*t t F� ++++ +++ +++++++++++++- ° \ + +++t+t+++++t+t+t+ \ + t+t+++++t+t+++ / Con t City Parks Maintenance Department for4nspection of tree roots 'or to installation of -slreet trees. �X \ \ \ Debra Dill - 42 71-0230 REVISION 1 - LA1�0UT OF FRONTAGE -4MPROVEMENTS ONLY REFER CIVIL CONSTRUCT\ PLANS APP ED FEBRUARY 4, 20 (PERMIT #BLD20 1622) FOR ENGINEERING REQUIRE ENTS RELATED TO CONSTRUCT OF FRONTA"EPROVEMENTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: ee�rae �c�o„Hell By: CITY E"NErRiNG Di AS10N MUM -NO SO }�.►. Via+ LE -x Stud" MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com ,I \ THOMAS RENGSTORF •\ ` AND ASSOCIATES \ \ \ SUITE 615,811 FIRST AVE., SEATTLE, WA 98104 \ PHONE: (206) 682-7562 \ . O ° t 1 ° W 0 5' 10' 20' Goodman Real Estate TITLE HWY 99 23400 HWY 99 EDMONDS, WA, 98026 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. RENGS F CERTIFICATE NO, 298 TRA PROJECT NUMBER 1815 ISSUED FOR: DATE: INTERNAL COORDINATION 11/16/2018 BP SUBMITTAL 02/06/2019 BP CORRECTION #1 05/17/2019 BP CORRECTION #2 07/31 /2019 CONSTRUCTION SET 02/18/2020 ROW REVISION 03/20/2020 APPROVAL BY: DRAWN BY: FJ, SN CHECKED BY: TR SHEET CONTENTS PLANTING PLAN GROUND LEVEL SHEET NUMBER Ll ■ PLANT SCHEDULE - GROUND LEVEL PLANT SCHEDULE RESIDENTIAL LEVEL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE Acer Rubrum Armstrong Maple 6 STREET TREE STREET TREE — TES PEETrT—*; B & B 3"CAL CONIFERS QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE • 3 PINUS SYLVESTRIS SCOTCH PINE B & B 8' HT 01 • = 4 TSUGA CANADENSIS `BENNETT` DWARF CANADIAN HEMLOCK B & B 6` HT NATIVE TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE 9 ACER CIRCINATUM `PACIFIC FIRE` VINE MAPLE B & B 1" CAL. MULTI —STEM 8` HT. MIN. • 9 PINUS CONTORTA SHORE PINE B & B 8' HT 6 PSEUDOTSUGA MENZIESII DOUGLAS FIR B & B 6` HT SHRUBS QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG O 10 BERBERIS THUNBERGII ATROPURPUREA `CONCORDE' DWARF PURPLELEAF JAPANESE BARBERRY 2 GAL O° 12 CORNUS STOLONIFERA `ARCTIC FIRE` ARCTIC FIRE DOGWOOD 2 GAL O 12 DAPHNE ODORA `AUREOMARGINATA` WINTER DAPHNE 2 GAL SHADE 13 JUNIPERUS HORIZONTALIS `BLUE RUG` BLUE RUG JUNIPER 2 GAL DROUGHT TOLERANT O° 12 NANDINA DOMESTICA `FIRE POWER` FIREPOWER NANDINA 2 GAL O 78 POTENTILLA FRUTICOSA `TANGERINE` TANGERINE POTENTILLA 2 GAL O 14 SPIRAEA JAPONICA LIMEMOUND LIMEMOUND SPIREA 2 GAL O 5 VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL 6 VIBURNUM PLICATUM `NEWZAM` NEWPORT DWARF DOUBLEFILE VIBURNUM 5 GAL GRASSES QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG 0 12 CALAMAGROSTIS ARUNDINACEA `KARL FOERSTER` FOERSTER`S FEATHER GRASS 2 GAL G° 34 FESTUCA IDAHOENSIS `SISKIYOU BLUE` SISKIYOU BLUE FESCUE 1 GAL 0 138 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL ■� 17 PENNISETUM ALOPECUROIDES `KARLAY ROSE` FOUNTAIN GRASS 1 GAL ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG 32 EUPHORBIA CHARACIAS `HUMPTY DUMPTY` EVERGREEN SPURGE 1 GAL r° 54 LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER 1 GAL r` 7 PEROVSKIA ATRIPLICIFOLIA `BLUE SPIRES` RUSSIAN SAGE 1 GAL 32 SEDUM X `BERTRAM ANDERSON` BERTRAM ANDERSON STONECROP 1 GAL CHOCOLATE LEAVES NATIVE SHRUBS QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG 8 GAULTHERIA SHALLON SALAL 2 GAL 22 MAHONIA AQUIFOLIUM 'COMPACTA` COMPACT OREGON GRAPE 2 GAL 15 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 2 GAL 9 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL VINE/ESPALIER QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG A 1 LONICERA JAPONICA `PURPUREA` PURPLE JAPANESE HONEYSUCKLE 1 GAL 4 2 PARTHENOCISSUS TRICUSPIDATA JAPANESE CREEPER 1 GAL SHRUB AREAS QTY BOTANICAL NAME COMMON NAME CONT 48 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL 30% TOTAL QTY OF NATIVE SHRUB AREA 55 GAULTHERIA SHALLON SALAL 2 GAL 15% TOTAL QTY OF NATIVE SHRUB AREA 61 MAHONIA REPENS CREEPING MAHONIA 1 GAL 15% OF TOTAL QTY OF NATIVE SHRUB AREA 92 POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL 10% TOTAL QTY OF NATIVE SHRUB AREA 36 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL 15% TOTAL QTY NATIVE SHRUB AREA .Y... 42 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL .. 15% TOTAL QTY. FOR NATIVE SHRUB AREA GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPCG AP RT 64 CAREX OSHIMENSIS `EVERGOLD` VARIEGATED JAPANESE SEDGE FLATS 98 COTONEASTER SALICIFOLIUS REPENS WILLOWLEAF COTONEASTER 4" POT ++++++ ++++++++++++ ++++++++++++ 627 FRAGARIA CHILOENSIS `LIPSTICK` BEACH STRAWBERRY FLATS ++++++ ++++++++++++ ++++++ 126 RUBUS CALYCINOIDES `EMERALD CARPET` EMERALD CARPET CREEPING BRAMBLE FLATS SPACING 36" o.c. 36" o.c. 24" o.c. 24" o.c. 36" O.C. 36" o.c. SPACING 24" o.c. 24" o.c. 24" o.c. 24" o.c. CONIFERS QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE 10 ABIES LASIOCARPA `GLAUCA COMPACTA` SUBALPINE FIR B & B 4` HT. 21 THUJA OCCIDENTALIS 'SMARAGD` EMERALD GREEN ARBORVITAE B & B 4` HT. `\ l i • = 4 TSUGA CANADENSIS `BENNETT` DWARF CANADIAN HEMLOCK B & B 6` HT DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE 7 ACER PALMATUM MULTI —TRUNK JAPANESE MAPLE B & B 8`-10` HT. tF—V (y) 4 CORYLUS AVELLANA `RED DRAGON` RED DRAGON CONTORTED FILBERT B & B 4` HT. 2 FAGUS SYLVATICA `PURPUREA PENDULA` WEEPING PURPLE BEECH B & B 2"CAL SPECIMAN QUALITY 3 GINKGO BILOBA 'JADE BUTTERFLY` JADE BUTTERFLY GINKGO B & B 2"CAL 6` HT SPECIMAN QUALITY SHRUBS QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG O 72 BERBERIS THUNBERGII ATROPURPUREA `CONCORDE' DWARF PURPLELEAF JAPANESE BARBERRY 2 GAL O° 57 CORNUS STOLONIFERA `ARCTIC FIRE` ARCTIC FIRE DOGWOOD 5 GAL O 1 DAPHNE ODORA 'AUREOMARGINATA' WINTER DAPHNE 2 GAL SHADE 17 EUONYMUS ALATUS `COMPACTUS` COMPACT BURNING BUSH 5 GAL 15 JUNIPERUS HORIZONTALIS `BLUE RUG` BLUE RUG JUNIPER 2 GAL DROUGHT TOLERANT O° 11 NANDINA DOMESTICA `FIRE POWER` FIREPOWER NANDINA 2 GAL O 20 NANDINA DOMESTICA `HARBOUR DWARF` DWARF HEAVENLY BAMBOO 2 GAL O 51 POTENTILLA FRUTICOSA `TANGERINE` TANGERINE POTENTILLA 2 GAL O 37 SPIRAEA JAPONICA `LITTLE PRINCESS` LITTLE PRINCESS JAPANESE SPIREA 2 GAL O 39 SPIRAEA JAPONICA LIMEMOUND LIMEMOUND SPIREA 2 GAL O 14 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL G- 14 VIBURNUM PLICATUM `NEWZAM' NEWPORT DWARF DOUBLEFILE VIBURNUM 5 GAL ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG 9 DICENTRA SPECTABILIS BLEEDING HEART 1 GAL 36 ECHINACEA PURPUREA PURPLE CONEFLOWER 2 GAL 72 EUPHORBIA CHARACIAS `HUMPTY DUMPTY EVERGREEN SPURGE 1 GAL 13 HELLEBORUS NIGER CHRISTMAS ROSE 1 GAL 25 LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER 2 GAL �• 43 PEROVSKIA ATRIPLICIFOLIA `BLUE SPIRES` RUSSIAN SAGE 1 GAL 48 SEDUM X `BERTRAM ANDERSON' BERTRAM ANDERSON STONECROP 1 GAL CHOCOLATE LEAVES 23 VERONICA PEDUNCULARIS 'GEORGIA BLUE` GEORGIA BLUE SPEEDWELL 1 GAL LOW GROWER GRASSES QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG U ° 17 FESTUCA IDAHOENSIS 'SISKIYOU BLUE` SISKIYOU BLUE FESCUE 2 GAL 0 62 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL 0 18 LIRIOPE MUSCARI LILY TURF 1 GAL �■ 55 PENNISETUM ALOPECUROIDES `KARLAY ROSE` FOUNTAIN GRASS 2 GAL NATIVE SHRUBS QTY BOTANICAL NAME COMMON NAME CONT MIN HT/SPREAD O.C. SPCG 28 GAULTHERIA SHALLON SALAL 2 GAL 31 MAHONIA AQUIFOLIUM `COMPACTA' COMPACT OREGON GRAPE 5 GAL 5 POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL 6 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 5 GAL 1 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPCG AP RT ++++++ ++++++ ++++++++++++ 429 FRAGARIA CHILOENSIS `LIPSTICK` BEACH STRAWBERRY 4" POT ++++++ ++++++++++++ 811 SF GREENROOF 4'' EXTENSIVE TRAY SYSTEM 2` X 2` SEDUM TILES — ETERA — 50%/50% UNIFORM MIX: COLORMAX & ALLSEASONS Stud "MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com ®®� OR 1 ASSOCIATES 0 Goodman Real Estate TITLE HWY 99 23400 HWY 99 EDMONDS, WA, 98026 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. RENGS F CERTIFICATE NO, 298 TRA PROJECT NUMBER 1815 ISSUED FOR: DATE: INTERNAL COORDINATION 11/16/2018 BP SUBMITTAL 02/06/2019 SPACING BP CORRECTION #1 05/17/2019 BP CORRECTION #2 07/31 /2019 CONSTRUCTION SET 02/18/2020 ROW REVISION 03/20/2020 12" o.c. APPROVAL BY: DRAWN BY: FJ, SN CHECKED BY: TR SHEET CONTENTS PLANT SCHEDULE ALL LEVELS PLANTING SCHEDULE - ALL LEVELS 1"=10"-0" Ll SHEET NUMBER ■