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REV1 APPROVED FIR PLN ENG BLD RESUB1 BLD2022-1323+Civil_Plan+10.5.2023_9.52.39_AM+3823118WALL DRAIN STUB INLET IE 456.40 SECTION 31, TOWNSHIP 27 NORTH RANGE 4 EAST, W.M. U) I SDCB-13, TYPE II 48" L9/7/23 U) STA 11 +93.6, 25.9' LT SDCB-12, TYPE II 48" ~ W/ SOLID COVER STA 11 +73.0, 25.8' LT RELOCATED POWER POLE ~ o 15 LF 12" PVC SDR-35 SSMH RIM=455.38 NO MEASURE DOWNS TAKEN SDCB-20, TYPE II 48" STA 11 +72.8, 40.9' LT I CB RIM=455.95 16 LF 12" PVC SDR-35 Q9/7/23 8"CONC. N IE=451.80 SDCB-9, TYPE I 25 LF 12" CPEP STA 11+81.5, 50.7' LT SDMH RIM=456.19 Q DETENTION VAULT SET NEW SADDLE 1S2'"CONC. E & W IE=448.67 13 LF 12" CPEP MANHOLE OVER BIOPOD #2 YARD DRAIN #11 20' WIDE X 232' LONG X T DEEP 1� EXISTING 12" SAWCUT & PATCH PER RIM 458.70 STA 11+77.1266.2' LT C23 BOTTOM OF LIVE STORAGE ELEV=450.28 c2.3 BIOPOD #1 STORM CITY OF EDMONDS , IE 457.20 TOP OF LIVE STORAGE ELEV=456.28 PER DETAIL STA 11+68.7, 49.0 LT / �� DETAIL GU-410 18 LF 6" PVC SDCB-11 TYPE I PER DETAIL / / /� I SDCB-14, TYPE II 48" S=0.028 FT/FT MIN STA 11+77.7, 209.9' LT SDCB-10, TYPE I FLOW CONTROL (IN VAULT) STA 11+94.0, 7.3' RT STA 11+78.6 130.9' LT c2.i c2.� PER CITY OF EDMONDS I o SADDLE MANHOLE - 5 LF 12" CPEP DETAIL SD-301 o PER CITY OF EDMONDS \ - 7*a - -1 DETAIL SD-305 A""ELM m \ (CONNECT TO J J J J JV00\ J J J J __ I EXISTING STORM) M M M I M M M M M AA*00 M 33 LF 12" 79 F 8 LF 12 DI PVC SDR-35 21 LF 12" - - --- ..... -- -- ---- -- - - -- --- - -- - -------- - - --- -- --- --- --- - PVC SDR-35 ' '01 458.8 ■ ■ 458.86 459 6" PVC VAULT FOOTING _ 5 LF 12" CPEP DRAIN. CONNECT TO / 6" TRAFFIC RATED < SDCB #20 I �❑ TRENCH DRAIN, O�\ RIM 458.40 \ IE 455.48 \ CONNECT TO SDCB #1 .....- ...............--------- --.--- - -- co CB RIM=458.21 zldMllM _ _ - _ _ _ .moo . T M 12"CONC. E & W IE=450.33 ' ' M 5 LF 12" CPEP �1 I ❑ ■ ADDED FDC LINES, TYP OF 4. .I THESE ARE NON -POTABLE AND 2 0 ' SEE SHEET C2.4 FOR ; PRESSURIZED. THEY WILL BE 13 LF 12" CPEP I z o SDCB-4, TYPE I INSTALLED TO AVOID OTHER SDCB-1, COURTYARD DRAINAGE TYPE STA 11+72.8, 291.1' LT UTILITIES. STA 11+68.9, 36.2' LT TEE INTO 12" LIN 1 (n I I EACH SIDE LL1 • _ _ _ _ , W I ■ L-----.�-.- - -..........a/ JI-Lit IfTI sLOPE2/MIN.. � V-1 SLOIII 3: TO CENTER ... ' L11 ,PERFORA7ED'PIPE - - - TO CENTER _ 1 U.I LI Iiii I _ _ I U.1 L1 ILl 1 v/ PERFORATED PIPE - - - - (r T I - o � Il-µl=11I � � III=1 - - / - � � I- F'- T ❑ � rn F I n I=III=1 f ITIITI S. III III III _ III III r - - r - - �� P ILI LLI = • I I I N III -III -III - i rr l � � M L _ _ _ LI -III ILi ui =1 -1 -1 -1 =1 _JP 111 ICI -- - r i� U) ! � i YARD DRAIN, TYPICAL. SEE SHEET C2.4 =1 I I ,11 co SDCB-5, TYPE I III11 F STA 10+83.3, 297.3' LT I . ; I SSMH RIM=458.27 CIA 1 ■ ■ 8"PVC E & W IE=450.33 SDCB-6, TYPE I =I=III I I E OUTLET PLUGGED STA 10+27.7, 288.9' LT 11 II II IF C' ❑ III -III I - - - - - - - - - - - - - - _ - III -III I _ - - : ............ ......................... ...................-..---.. .......---.... _ -- .........- ------ = =-=-- ...... -- --- w �� �� W- J J J J J J I J J �' � ❑ ?i U)/ G� SS - - S 74 SS S� SS S� SS S SS SS SS LL o\ - CB RIM=457.91 M M M M M M M M M M M M M M M I 12"GONG E& W IE=451.86 SDCB-8, TYPE I STA 10+02.6, 231.7' LT 25 LF 8" DI SDCB-7, TYPF I STA 9+9 CONNECT TC 9 LF 8" PVC S = 0. 20 FT/f INTEFEEPT R­ TRENCH PER E P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 9/20/2023 SDCB-3, TYPE I STA 10+04.0, 118.6' LT RELOCATE STORM LINE AND STRUCTURE AS NEEDED 83LF12"DI as----- asasF_� Ex, CB RIM 457.95 18"NIEIN455.38 zz 6" S I E OUT 456.58 (NEW) 12" SW IE OUT 455.58 co \ 19 LF 6" PVC SDR-35 S = 0.006 FT/FT OUTFALL IE 455.47 C0 I � ROCK LINED DISPERSION PAD 0 PER DETAIL Approved U) DFM okras gacvt South County Fire Date: 10/10/2023 10-10-2023 REVISION 1, RESUB 1 PLAN REVIEW. APPROVED WITH CONDITIONS NOTED ON SHEET W1.2. DFM BURT APPROVED BY PLANNING Oct 11 2023 U) SSMH RIM=457.72 0 8"PVC N,E & W IE=448.70 oU) 6" TRAFFIC RATED �I TRENCH DRAIN, RIM 458.25 IE 456.06 CONNECT TO SDCB #2 I I o SDCB-2, TYPE I STA 10+05.1, 36.0' LT I ❑ �� /I ❑ as fl❑ I ❑ U) 0000 BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55055'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 DETENTION VAULT NOTE PER SOUTH COUNTY FIRE LOADING REQUIREMENTS FOR FIRE APPARATUS ACCESS ROAD: THE ROADWAY STRUCTURE SHALL BE ASPHALT PAVING OR AN APPROVED ALL-WEATHER EQUIVALENT WITH A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOADS. TYPE-1 SDCB NOTE PROVIDE 90° TURNDOWN ELBOW AT ALL TYPE -I STORM DRAINAGE CATCH BASINS. DRY UTILITY NOTE PROVIDE MINIMUM 3' HORIZONTAL AND 1' VERTICAL SEPARATION FROM WATER/SEWER/STORM UTILITIES ON PRIVATE PROPERTY AND 5 FEET SEPARATION FROM CITY UTILITIES IN RIGHT-OF-WAY. CROSSING PIPES VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS 12" STORM 12" STORM 12" STORM 12" STORM 12" STORM O1 IE 455.19 2 O IE 455.86 3 IE 456.39 O O 55.10 12'4ST0 STORM IE 454.97 O 6 STORM 2 WATER 8 WATER 4 WATER IE 454.50(±) IE 454.50(±) IE 454.50(±) IE 450.28 IE 451.15 8" WATER 2" WATER 2" WATER 2" WATER 12" STORM O O7 O O IE 455.79 10 12" STORM) 6" STORM) 6" STORM) 6" STORM) 8" SEWER IE 449.80 IE 454.60 IE 455.05 IE 455.20 IE 448.95 12" STORM 6" STORM 6" STORM 6" STORM 11 IE 456.02 12 IE 456.64 IE 457.06 13 14 IE 456.73 6" WATER 12" STORM 8" WATER 8" WATER IE 455.00t-t) IE 455.53 IE 455.33t_t) IE 455.59L±) A8/31 /23 NOTE: WHERE THERE IS 6" OR LESS CLEARANCE 6 BETWEEN 2 PIPES ETHA - FOAM SHALL BE USED. _� I ., _)I, CROSSING PIPES PLAN ***REVISION FOR: APPROVAL FOR RELOCATION OF FDC'S, PLANTER, CURB, PARKING, AND FIRE HYDRANTS ONLY. *** SCALE: 1" = 60' ............................................... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT: RESUB REVISI01 Oct 05 2023 Oct 05 2023 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT BLD2022-1323 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 12/18/2023 BY:.. _ CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I N LU z J U o LU LU m O o Q LL z O rn rq O U N fV m co REVISIONS V! V! T O M r- Lf) m W O � M ono , u 7 ti M W 00 Z W 0 ., 0 m > m o /R M N m M Z Q W CA LL o _LIU w N W LU cn H N r- N Z N 0 0 C T c Li•% x LU amCE W • LO N Z T a EN TO �Q4 � �• a w P 0VOA Q P PRP oo-chI 0 W_ LL Z a J P Q J W H LU ZLU LU 2 0 Z a. O MO cc = a N 2 o aara za00 o C Cn O DATE: 9/7/23 JOB #: 21-208 Know what's below. Call before you dig. C2mO 8/31 /23 TOE=459.49 L8/31/23 NOTE: TOE OF WALLS ALONG CURB ARE AT SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. TOP OF ASPHALT, FACE OF CURB. CONNECT TO TOP=462.4 L8/31/23 SEGMENTED BLOCK TOE=459.98 8/31/23 EXISTING WALK 8/31/23 Q8/31/23 EXISTING & PROPOSED / WALL TOP=462.01 TOP=459.27 TOP=462.57 TOE=459.48 TOP=460.78 ��6 \ TOE=458.97 TOE=459.66 EGMENTED BLOCK TOE=459.42 ELEV 458.44 1 / WALL WHEEL STOPS EXISTING FENCE \ EXISTING &PROPOSE 8/31/23 TYPICAL TO REMAIN 8/31/23 I o0 ELEV 45 6 - � 2.50' \ 459.49 - 2.31' \ �, 6" TALL CONC. CURB (UNDER WOOO --- - -- �� TRASH ENCLOSURE FENCE), CONC ° - - • PAD (SLOPED) AND CONC. APRO -° I /''�i / / j� / c0 � /3 ' �/� .00 (SOUTH / OUTSIDE OF DOU2 459.5 I \ --- - ,.Ar 1 4 9 _ s 1 Z� PLACE CURB OPENING EAST WAL TO SHEETFLOW TO EASTo / 45 .9 VEGETATIVE ARE 459.01 458.90 DUMPSTER PAD 4 459.01 WITH 6 FT APRON I t45�88 cs.o PER DETAIL END WALL INTO 45918 ° EXISTING SLOPE i 5.16' 450.79 I I TOE=461.49 77, I I I �8/3ti/23 I", �( 7 I 1 459.32 5 FT TEMPORARY � I ��°% CONSTRUCTION �I Q EASEMENT FOR WALL CONSTRUCTION I ~ I 4 .24� c� , I I 1 z , 1.5 CONCRETE WALL PER I Y,� uJ STRUCTURAL PLANS p / 04 �I J /9 7o-,- I o c TOP=465.81 I TOE=462.02 I TOP=465.67 TOE=462.25 -\, r �8/3 / i END WALL INTO EXISTING SLOPE I l , Q8,-L° II / EXISTING &PROPOSED ELEV 464.65� I I - - PROVIDE SOLID COVER 46 VAULTDETENTION 7 / 20WIDE �DRIVE AISLE hl/ 6" TRAFFIC RATED TRENCH DRAIN, 4 / I RIM 458.40 • 459.40 Lq /459.40 i 000 00 0 00 ADA CURB RAMPS CURB AT SIDEWALK SHALL o_o°j / \ � � / 'SIDEXA 0,LKI PER WSDOT STD BE INTEGRAL TO THE J 15' ON -SITE '' IN R.O.W. PLAN F-40.15-04 SIDEWALK \ L - / -------J WALKWAY,' i / NEW BUILDING NEW BUILDING 1 � i I U) I � / FFE 460.00 1—FFE 460.00 / °� o I z I W W O. w W O olo-/ o' �\ �� ao /I\ O -_ oO /1\ v /I\\ HIx d o `o� - I \°7-° / 9 II //� . Qli 9o0 O II 9oiQ I �TI 7\/ �* ✓>- W o 1 cr I n I �iT I W z_ _ A w� o cH LL w c=c +�io / I O W T\ \V \V \V \Ij \V ■ \I/ \V� \V I O I 4 8.82CO � X / �460.�3 W/ I�o I NEW BUILDING I (/ 1.5% NEW BUILDING u FFE 460.00 � \ FFE 460.00 f r o\° j ANGLE PARKING LAYOUT ( I ADA CURB RAMPS PER ADA CURB RAMPS PER ^ �o AND STRIPING PER WSDOT / 49 L WSDOT STD PLAN F-40.16-03 / WSDOT STD PLAN F-40.16-03 STD PLAN M-17.10-02 Z�8/14/23 4g9.20810 I 0 O 459.40 459.40 �\ 459.39 • 459.40 ■ 459.40 45 .40 LA J� 1235°10�� .�459.j� G � °o // 459.4 45 3 20' WIDE I o \�9i 1 lf;�_ � / I V I DRIVE AISLE , I o ``° 100 / I PROVIDE CURB BREAK, -"I 460.' DETECTABLE WARNING STRIP l I a ADJUST EXISTING SSMH RIM TO PROPOSED GRADE. ROTATE OUT OF SIDEWALK ADJUST EXISTING SSMH RIM TO PROPOSED GRADE R.O.W. CENTERLINE / 3.49% 6" TRAFFIC RATED 5 /0 70 1.06I458..459.30 / 1 TRENCH DRAIN, 458.70 �Do RIM 458.25 1 - 1, PAVEMENT ROWy 460.50 ADJUST EXISTING SITE CURB SHALL BE taL + N -- MARKINGS PER CT38 Y OF 38 8.40 o POURED IN PLACE I _ _ - t, 458.15 /// �I AND CONCRETE WALKWAY FROM PROPERTY LINE TO CROSSWALK I 4 SPORT COURT x/ 3" MINIMUM COMPACTED DEPTH HMA 6" MINIMUM COMPACTED DEPTH CSBC, COMPACT TO 95% OF ASTM D-1557 COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE STRUCTURAL FILL IF REQUIRED PRIVATE ASPHALT PAVING SECTION SCALE: NONE P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.0 PAVING.DWG 9/20/2023 SSMH RIM TO PROPOSED GRAC ^ \/FRTI('.AI C'C1NC PPTF C:I IRR SPORT COURT PA\ ARCH ITECTURAL,P n EDMONDS DETAIL TR-566 / EXISTING & PROPOSED - PROVIDE CURB BREAK, DETECTABLE ELEV 456.96 WARNING STRIP AND CONCRETE WALKWAY TO PROPERTY LINE. ALIGN WALKWAY WITH FELLOWSHIP HALL DOOR. STORMWATER TO FLOW AND DISCHARGE TO ON -SITE CATCHBASINS a a a d , \� *4" MINIMUM DEPTH CONCRETE (3,000 PSI) 4" MINIMUM COMPACTED DEPTH, CSBC, COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR DENSITY PRIVATE CONCRETE WALKWAY SECTION SCALE: NONE CULVERT 6" PVc IE=45F #4 REBAR 12" O/C EACH WAY PAINTED CENTERLINE Q+ a a 8" MINIMUM DEPTH CONCRETE (4,000 PSI) 4" MINIMUM COMPACTED DEPTH, CSBC, COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR DENSITY *6" MINIMUM DEPTH CONCRETE AT DUMPSTER PADS (�;�PRIVATE HEAVY CONCRETE PAVING SCALE: NONE 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55055'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 NOTES: 1. ON -SITE SIDEWALK PER WSDOT F-30.10-04. 2. SIDEWALK IN CITY FRONTAGE PER CITY OF EDMONDS STANDARD TR-531. 3. CURB AGAINST SITE WALKWAYS SHALL BE MONOLITHIC CEMENT CONCRETE CURB AND WALK PER WSDOT F-30.10-04. 4. SITE CURBS SHALL BE EXTRUDED CONCRETE PER WSDOT F-10.42-00. 5. REFER TO A1.10 SITE PLAN, T1.8 & T1.9 ADA DETAILS FOR FURTHER INFORMATION 6. SITE ADA RAMPS PER F-40.15-04 WITH DETECTABLE WARNING. FIRE LANE NOTE: 1. CURB TO BE PAINTED YELLOW. 2. MINIMUM 3-INCH HIGH & 1/2" STROKE, BLACK, "FIRE LANE - NO PARKING" SPACED NO MORE THAT 30 FEET ON VERTICAL FACE. - - - - - - FIRE LANE MARKING VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' 470 WOOD FENCE 470 CONCRETE RETAINING WALL rn V _ z w 4' 28.7'- 6.8' o 460 _j I r. m 460 �I 0- CURB 3:1 PLANTER 450 450 0+00 0+10 0+20 0+30 0+40 0+50 0+60 Q8/31 /23 WALL SECTION A - A SCALE: H: 1 "=20' V: 1 "=20' V OPENING AT MID OF EAST WALL TO SHEETFLOW TO EAST VEGETATIVE AREA SEGMENTED BLOCK .`.`.`.'.`.'.`.'. Wy,iW.y -WALL- ELEV. 458.90 TRASH VEGETATIVE ENCLOSURE AR'EA-. PAD .. , y YARD DRAIN A- RIM 458.80 ASPHALT CURB OPENING AT TRASH ENCLOSURE SCALE: 1" = 10' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I 0 w O LL z U ch N . co REVISIONS 00 rn r- o) Ln W O Mlf') �R*o W ti ch ao 0(00 Z W m m o m 'R M N > M Z � X W LL 0 r W H rA 1- W W cn H N r- N Z N M W O) C T C L0 am° LLF W z L0O N ra EN TO �Q4 P O Q �s 4 7 �4,0 chI V 0 J LU Z LL J cf) � Q � W Z H z LU W 2 = o 'a a. O 0 as Q Lc) o Z Q � W Z a U) oc 0 O DATE: 9/7/23 JOB #: 21-208 Know what's below. Call before you dig. C3mO 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 458,12 EXISTING & PROPOSED\ ELEV 456.96 ASPHALT TRANSITION RAMP. 12:1 MAX SLOPE. 3 SEE DETAIL C3.1 STA 9+99.3, 17.8' LT END FRONTAGE CURB 457.41 / 457.47 10+00 �S) 2' MINIMUM SAWCUT AND REMOVAL OF EXISTING ASPHALT PER CITY OF EDMONDS DETAIL GU-410 -459 459.90 ' � /2 !_ _ _ 459.99 I\ - 459. � 4 9.9993 459.79 0 4 .8 �r 1 459.90 a 59.09 $ El �0 459.50 r+597 - RELOCATED POWER POLE 0 459.18 459. 59.55 459.73 I•7 = o -o- a ",5 °/° 4 1 /459 36 5'0�-484- 545.27 445994 I EXISTING &PROPOSED ----- T j 458.46 ELEV 458.44 R.O.W. 4- b4 I 4 3 �? �? ��? 4 8% v RELOCATED SPEED LIMIT SIGN c�-4-59.48_-- ---- _ _ NEW PAVEMENT -- - - 58.$5 � �+59. 4 - - - - - - - �:�0 Q�s �+59.15 459.07 459:0 45 ❑ I ±2.0 459 458.90 458,90 45 3 - 45 CONNECT TO EXISTING WALK. I ' (VARIES) 457.73 - - - J - \ 458.9 - - REPLACE IN FULL SECTIONS IF 2.5 458.95 458.5 458 5' 5' 458.5 REPLACEMENT IS NECESSARY ACTIVITY - - - - - - - - _ _ -' SIDEWALK PLANTER ZONE 457�96 458.16 458.41 - - - - - - - -57.9 - 458.41 458.26 ST1k11+94.3, 17.8' LT NOT TO NOT TO PROTECT 458.00 � 457.53 \ EXISTING 457.59 I I BEGIN -FRONTAGE CURB 3 I EXCEED EXCEED 236TH STREET SW PAINTED CENTERLINE TO BE RESTRIPED AS t REQUIRED PRIOR TO PROJECT COMPLETION FRONTAGE IMPROVEMENTS PLAN SCALE:1" = 20' 11+00 SEE LANDSCAPE PLANS FOR PLANTING REQUIREMENTS :: CONNECT TO EXISTING 1 I 2% 2% _ I \ _ 1 + 00 I FRONTAGE SWALK RELOCATE PER CITY OF MONDS i / EXISTING SIGN O❑ I �❑ 3 STANDARD TRW. -531 D5�/ I CENTERLINE D 30' RIGHT OF WAY EXISTING PAVEMENT (WIDTH VARIES) RE -PAINT CENTERLINE MINIMUM 11' LANE 2% Id SIDEWALK PER L 2' MINIMUM SAWCUT AND REMOVAL OF EXISTING FRONTAGE CURB & STA 11+63.3, 16.9' LT DETAIL TR-531 ASPHALT PER CITY OF EDMONDS DETAIL GU-410 GUTTER PER CITY OF 20' WIDE DRIVEWAY APRON SAWCUT & PATCH PER SEE LANDSCAPE PLANS FOR ASPHALT PAVING EDMONDS DETAIL TR-520 PER CITY OF EDMONDS CITY OF EDMONDS PLANTING REQUIREMENTS PER DETAIL TR-505 DETAIL TR-543 DETAIL GU-410 AND PER DETAIL TR-505 CONCRETE CURB &GUTTER PER DETAIL TR-520 FRONTAGE IMPROVEMENTS SECTION Nt N 0 + 0 Lri ii + 465 z LIDO co co o 0)Q z 465 LO +- w LID w d 11 > = 11 >III mLo PROPOSED CURB w ii n Q w 11 > Q Of 460 � w III w FLOWLINE PROFILE w U) w w w 460 cn ML c� w Q > 1 5% 0.14% (D w w APPROXIMATE GRADE BREAK STA = 10+00.00 455 ELEV = 457.410 EXISTING GROUND 455 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 SLOPE TO DITCH NON -WOVEN GEOTEXTILE FABRIC UNDER ROCK LINING 236TH STREET CURB FLOWLINE PROFILE SCALE: H: 1 "=20' V: 1 "=5' END OF GUTTER ELEV=457.41 CURB & GUTTER -\ 2 2 1 DITCH 1 ELEV. 455.0(±) SECTION VIEW ROCK LINED DISPERSION PAD SCALE: NONE SLOPE ROCK LINED SHOULDER TO DISSIPATION PAD SLOPE TO DITCH ROCK LINING TO BE QUARRY SPALLS PER WSDOT 9-13.6 ROCK DISPERSION PAD SCALE: NONE 1 1 1 I 94 4-5 INK 1 'lr��,,�•�■, ail,' �� � Imo'-{ppTr �/� 1 �.� 1 1 • 457.74- `457.69 o w ' c -457.35 457.41- 1.21 % O O 00 fl- u? 00 457.38-/ `457.43 236TH STREET SW ASPHALT TRANSITION RAMP SCALE: NONE ICU R.O.W. CENTERLINE 0 20 40 Feet MERIDIAN: NAD 83 BASIS OF BEARING: EAST LINE OF NE 1/4 OF SECTION 33, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. BEARS NORTH 02007'00" EAST PER RECORD OF SURVEY AFN: 201907085001 VERTICAL DATUM NAVD 88 GEOID 12A ESTABLISHED BY GPS BENCHMARKS: TBM #1: MAGNETIC NAIL SET IN SOUTH EDGE OF SOUTH SIDEWALK OF 156TH ST NE 23.6' WEST OF EAST END OF SIDEWALK (PT #12 FB1225/95) ELEV=111.13' TBM #2: MAGNETIC NAIL SET IN SOUTH EDGE OF SOUTH SIDEWALK OF 156TH ST NE 46T WEST OF EAST END OF SIDEWALK (OLD JOB 19-220 RILEY) (PT #13 FB1225/95) ELEV=111.88' LEGEND ASPHALT PAVING CONCRETE SIDEWALK/ CURB - - - _ SAWCUT EXISTING ROAD 5' SIDEWALK DRIVEWAY APRON APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN &ASSOCIATES INC. I 0 W O LL Z O U ch N co REVISIONS V, W r O M � Ln 0 W O • � M Ln W o�0 ti M 00 Z W 0 m o > m o cc 'R M N M Z Q W � 0 LU r W H N H W LU cn N I- r` ct N N 0 Z 0 Q0`a C T C Ln a W M W z Lf) 04 o ra • EN TO . •��� oar P O Q P PRO GJI�m W_ LL J � � Q Z WZ�� w 2 = o w a. O0 H Q T 0 O Z a c w LL O DATE: 8/18/23 JOB #: 21-208 Know what's below. Call before you dig. C3ml i P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.1 FRONTAGE PLAN.DWG 8/18/2023 4' WIDE X 10' HIGH TYPE-1 LANDSCAPE � 15' RS ZONE SETBACK RETAINING WALL TRASH ENCLOSURE 4' BUFFER RETAINING WALL 5 TALL WOOD PRIVACY FENCE P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.2 PARKING PLAN.DWG 8/18/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. APN: 00576700002700 ET AL PARK FnmminC APT I I r. ARROW MARKING, TYPICAL ADA PAVEMENT MARKING PER WSDOT STD PLAN M-17.10-02, TYPICAL ELECTRIC VEHICLE ACCESSIBLE SIGN AT ACCESSIBLE VAN PARKING SPACE, POST OR WALL MOUNTED, AS REQUIRED BY CITY OF EDMONDS AND STATE OF WASHINGTON, TO BE DETERMINED WITH OWNER / ARCHITECT. COPY TO COMPLY WITH ADA ACCESSIBILITY GUIDELINES AND ICC/ANSI A117.1. DRIVEWAY 'ENTRANCE' SIGN AT EAST DRIVEWAY ENTRANCE, POST MOUNTED, DO NOT BLOCK VISIBILITY FOR PEDESTRIAN SAFETY. DRIVEWAY 'PRIVATE PARKING' SIGN AT EAST DRIVEWAY ENTRANCE, POST MOUNTED, DO NOT BLOCK VISIBILITY FOR PEDESTRIAN SAFETY. DRIVEWAY 'EXIT ONLY' SIGN AT WEST DRIVEWAY EXIT, POST MOUNTED, DO NOT BLOCK VISIBILITY FOR PEDESTRIAN SAFETY. 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' FIRE LANE NOTE: 1. CURB TO BE PAINTED YELLOW. 2. MINIMUM 3-INCH HIGH & 1/2" STROKE, BLACK, "FIRE LANE - NO PARKING" SPACED NO MORE THAT 30 FEET ON VERTICAL FACE. FIRE LANE MARKING PARKING STALL STRIPING TO BE 4" WIDE WHITE PAINT. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. 0 w 2 0: O u_ z O U m N co as REVISIONS co co r o M � M W O , O T , In O W ti M 00 O co c0 O O co > z Q W Cn LL o Uj W ._ F- N I— W W cc I— N ti cn N 00 Z O C T Q WLO G `Q X NOO m W LL z LO N kxZ ra EN TO P 0 00017 J W z cn J cn Q J a L1J Z W a�mo 0 0 c) 0 J = Q N 2 (� z marLU za00 o � a a O DATE: 8/18/23 JOB #: 21-208 Know what's below. Call before you dig. C3m2 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. STA 11 +83.4, 298.5' LT 1- 8" DI 45- BEND, RJ THRUST BLOCK 5 LF 8" DI (RJ) CONCRETE WALL PER STRUCTURAL PLANS STA 11 +78.9, 302.5' LT 1- 8" DI 45' BEND, RJ THRUST BLOCK 25 LF 8" DI (RJ) STA 11 +52.3, 302.0' LT I J 00 8"x6" TEE, FL I I M p � 1- 6" GV, FLxRJ (HYDRANT) _ 1- 8" GV, FLxRJ - r- SD' THRUST BLOCK I I; APPROXIMATE LOCATION OF r' EXISTING FIRE HYDRANT 17LF8"DI(1 E4-V10Q STA 11 +86.4, 36.2' LT 8"x6" TEE, FL 1- 6" GV, FLxRJ (HYDRANT) 1- 8" GV, FLxRJ STA 11+86.3, 46.0' LT 1- 8" ADAPTER, FLxRJ SPRINKLER CONNECTION 1- 3 LF 8" SPOOL, FL 1- 8"x4" TEE, FL THRUST BLOCK 1- 8" GV, FLxRJ 9 LF 6" DI (RJ) 15PROPOSED 1- 4" GV, FLxRJ WATER EASEMENT 1- 8" ADAPTER, FLxRJ 8 LF THRUST BLOCK 8" DI eIco 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF STA 11+86.6, 17.5' LT SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST 1- 10"X8" TEE, FLxRJ TO BEARS NORTH 55°55'50" WEST ACCEPT 8" SPOOL PER CITY OF EDMONDS LOT LINE ADJUSTMENT 2- 10" GV, FLxRJ PLN2018-0027 - AFN: 201809215002 0 2- 10" SPOOLS E4-V10R 2 - 10" LP SLEEVES, RJ FOR CONNECTION TO EXISTING o 1- 8" SPOOL, LENGTH AS o REQUIRED TO PLACE VALVE BEYOND CURB p Sp THRUST BLOCK VERTICAL DATUM NAVD 88 GEOID 12 II ESTABLISHED BY GPS L" U) E4-V10S E4-V10(0) 18 LF 6" DI (RJ) J I r , ., � (2) FDC LOCATIONS I I E4-V10N DETENTION 2" 1PER OVWSD E4-8B I DETAILS W-12A & W-12B VAULT CONCEPT FDC E4-V10P STA 11 +51.9, 324.2' LT — — 1- FIRE HYDRANT PER OVWSD DETAIL W-2 L • PROVIDE GUARD POSTS — — PER OVWSD DETAIL W-7 9 LF 8" DI (1 STA 11+42.2, 301.8' LT SPRINKLER CONNECTION 1- 8"x4" TEE, RJxFL 1- 4" GV, FLxRJ THRUST BLOCK 5 LF 8" DI (RJ) STA 11+36.2, 301.7' LT 2" METER CONNECTION 1- 8"x4" TEE, FL 1- 4" GV, FLxRJ 1- 8" GV, FLxRJ 1- 8" ADAPTER, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B CONCRETE WALL PER STRUCTURAL PLANS STA 10+25.5, 299.7' LT 1- 8" DI 45' BEND, RJ THRUST BLOCK t 0 U) I LINES, TYP OF 4 o ❑ 21 LF 4 DI (RJ) O, P.O�5, 2" WATER E4-8A co 0 as as � as Z71S d -- ` aS - az: 6 as - - ~vv w — = P.O.C. SPRINKLER PIPE P.O.C. SPRINKLER PIPE 28 LF 4" DI (RJ) NEW BUILDING 4" 34 LF DI RJ FFE 460.00 NEW BUILDING 2" RPBA PER OVWSD FFE 460.00 2" METER PER DETAILS W-12A & W-12B OVWSD DETAIL W-1 B I� I P.O.C. 2" WATER a 2" METER PER of OVWSD DETAIL W-1 B ' — ❑ E4-V10M W I, - - Ti I I - - I ~ O W E4-V10L 0 I TI f — �riniIT)— n Iil Ill I I rTI.� i I1=1 I1=111-11I-f I -III I rrl n In i i _ - ILL6LLI11 _ - - - _ LLILWI z E4-V10K II IIIIIIIIII \ ;' s=1II=1II=1I1= . III=III-1 U) _ III_I11—III=III / II 11—III I I-41 II I1=III=III=III= \ I im =I I II \ I- x 2 I . III —III —III —III III=I II X F III-�hl - . �_ _ 1=III=III=1 _ LU F- -'r-rl n I —III—I . \ F m IT! rrfi : III=1 =1 =1 Tim = = =1 77 —III 'fTi n I - G) Cfl pIII11 -III r -L _ - LLI I — I= I= ❑ I - _ P Ili LL_i I1I I1I I M I . N J I r- � L � cn _ ~ M III U) I 2" METER PER OVWSD o I II =1 cly NEW BUILDING I o o I L NEW BUILDING T } DETAIL W-1B I FFE 460.00 =1 2" 1 PER OVWSD FFE 460.00 I I STA 10+11.6, 285.7' LT - 2" METER PER =1 I. DETAILS W-12A & W-12B 1- 8" DI 45' BEND, RJ 10' MIN. II I AT 2 LOCATIONS THRUST BLOCK OVWSD DETAIL W-1B i ( ) 2 r SEPERATION _I 2" METER PER I.. P.O.C. SPRINKLER PIPE II=11 OVWSD DETAIL W-1B (2) FDC cn 28 LF 4" DI (RJ) P.O.C. SPRINKLER PIPE LOCATIONS L III I 28 LF 4" DI (RJ) / ci, - J� E4-V10G E4-V10F � I l E4-V10H I , Ti -4 - - - - - - - - - - r I E4-V10E I - i, • 79 \ ss — — — ss SS SS -- S Zzf' L S S ss s� SS SS �� ---�------ o , 10' E4-V10D �1M M M�LM M M M M M M M M M M M J �s I / 130 LF 8" DI RJ ' • �' ( ) — — -----------85LF8"DI�JL------� --- — -----j——————————————————— / E4-V10J _ I CENTER FULL LENGTH OF STORM PIPE OVER WATER ® STA 10+13.2, 154.7' LT SPRINKLER CONNECTION 1- 8"x4" TEE, FL 1- 8" GV, FLxRJ 1- 4" GV, FLxRJ 1- 8" ADAPTER, FLxRJ THRUST BLOCK 5 LF 8" DI (RJ) STA 10+13.2, 148.6' LT 2" METER CONNECTION _ 1- 8"x4" TEE, RJxFL 1- 4" GV, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B SD ---SD------ SD--- STA 10+13.6, 125.3' LT 9 LF 6" DI (RJ) SPRINKLER CONNECTION 1- 8"x4" TEE, RJxFL - E4-8C 1- 4" GV, FLxRJ THRUST BLOCK STA 10+02.1, 38.5' LT 6 LF 8" DI (RJ) — — 1- FIRE HYDRANT- PER OVWSD DETAIL W-2 STA 10+13.4, 134.0' LT 2" METER CONNECTION 1- 8"x4" TEE, FL 1- 8" GV, FLxRJ 1- 4" GV, FLxRJ 1- 8" ADAPTER, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1B 15LF8"DI(1 s0 CID CD cn cn cn cn I- UI L 0 U) STA 11+77.0, 36.1' LT 1- FIRE HYDRANT PER OVWSD DETAIL W-2 ❑ co STA 11 +49.5, 17.5' LT 2" METER CONNECTION 1- 10"x4" TAPPING TEE 1- 4" GV, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1B E4-V10T 0 co 0 I � co STA 10+38.6, 33.3' LT PER OVWSD DETAIL W-11 o STA 10+35.9, 33.3' LT 1- 1" IRRIGATION METER PER OVWSD DETAIL W-1A El E4-V10B rn STA 10+14.8, 17.1' LT 1- 10"X8" TEE, FLxRJ TO ACCEPT 8" SPOOL 2- 10" GV, FLxRJ C2- 10" SPOOLS CO3C)2 - 10" LP SLEEVES, ++0RJ FOR CONNECTION TO oco EXISTING 1- 8" SPOOL, LENGTH AS 0 REQUIRED TO PLACE U) VALVE BEYOND CURB THRUST BLOCK o E4-V10A Wo 20 LF 8" DI (RJ) E4-V10C STA 10+14.5, 38.6' LT Wx6" TEE, RJxFL 0 1- 6" GV, I(HYDRANT) 2- 8" GV, FLxRJ THRUST BLOCK 0 4S L�J BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' NOTES: 1. DCDA'S LOCATED IN MECHANICAL ROOM. SEE SPRINKLER DESIGN DRAWINGS. 2. BYPASS METER REMOTE DISPLAY ON EXTERIOR ON BUILDING. APPROVED FOR WATER & SEWER CONSTRUCTION OL YMPIC NEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I Ln w Z_ _J U D o w o O o U_ Q z �n U rq cl O N N cn co as REVISIONS co co TT -,, co" M � � 0) W O ,M , � V7 O � O W ti M 00 O O O \ O O co Z D Q W w UT_ o w N I— W W N cn N 00 Z O a (D Q T- X W NOO W m CC Z LO 04 r Ia EN TO P ❑ �tiM � � Q PEtp���5 ^I �I U LU p LL � J cncl) Q W Z III c J W 22pca CCa a F— (D Z W O m 0 F F- = a � Q Z Q cm 0W 0 W D U O a J O DATE: 9/7/23 JOB #: 21-208 Know what's below. Call before you dig. W1m2 9 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 9/20/2023 --1/2" EXPANSION JOINT AT TOP AND BOTTOM AND AT EACH SIDE OF STEPS AGAINST CONC PLANTER WALL, TYP _-------- - -1/2" RADIUS AT NOSE .......... 1 3/4' --CONC STAIRS, BROOM FINISH, OVER COMPACTED SUBGRADE 95% STANDARD PROCTOR ,P d ° a • a a 1Z ANTI -SLIP NOSING, +1 (4) 1/4" STRIPES AT 1/2" O.C., TYP #2 NOSING REBAR, ° 2" CLR ALL SIDES, TYP 0 TYP' ° A - ad a ° `1. a ° a O #4 REBAR AT 15" O.C. EACH WAY, - a • < i' - - m 2" CLR FROM F.O. CONC SITE STAIR SECTION 1 1/2" = 1'-0" 0 to a_ 8 BUILDING FACE HOLD TOP LEVEL AT PLANTER WALL CLOSEST TO BUILDING w CD � Q LU PER PLAN Nillu IN., On mlI Imll". IImm SITE PLANTER SECTION 3/8" = 1'-0" - - CONCRETE PLANTER WALL PER PLAN, REFER TO 4 / T1.12 FOR MORE INFO ' WALKWAY WIDTH PER PLAN ` CLEAR WIDTH - a - 1-1/2" 0 GALV PIPE HANDRAIL AT 36" AFF, __e 15T'rQ I\AT I B D1UVTUU ftDRAILS SITE STAIRS, PER 6 / T1.12 9j;RCRETE1RL.AKTER InT�/ 1/2" CHAMFER AT TOP EDGES AND ANGLED SKATE STOPPING CLIPS AT 36" OC #4 REBAR AT 12" OC EA WAY 1/2" BITUMINOUS STRIP, TYP CONCRETE SLAB -ON -GRADE ING MEDIUM - - FOOTING DRAIN WITH DRAINAGE GRAVEL AND FILTER FABRIC NOTE: REFER TO DETAILS 14 / T1.8 AND 14 / T1.9 FOR MORE INFORMATION ------ -RAISED CURB, PER PLAN, W/ SKATE STOPPING CLIPS @ 36" OC ___-1/2" EXPANSION JOINT, TYP BROW SIDEWALK SITE PLANTER SECTION AT SLOPED WALKWAY 1 If = 1'-0" - SIGN, PER SITE PLAN — GALV SIGNPOST FINISH GRADE OTING Z O O LL_ ° SIGN AT PLANTER 3/4" = 1'-0" GALV SIGN POST W/ BASE PLATE 3/8"0 GALV EXPANSION BOLTS, 4" MIN EMBED INTO CONC SLAB, TYP OF (4) SIGN AT CONCRETE, SURFACE MOUNTED 3/4" = 1'-0" An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Uj m rn a O Fm z z0 Q LU W C� J z LU U) I— Fm W W Cl) LL U) VQ= I— O Ja 00 N W Q 00 N DNFORMED SET ISSUE DATE: AUGUST 21, 2023 REVISION SCHEDULE # Date Description 4 08/04/2023 RF116/17 5 08/17/2023 AS101 SITE DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SITE PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETER. REFER TO FILL / GRADE PERMIT # BLD2022-1323 3. NOT ALL STRUCTURAL, MECHANICAL, AND ELECTRICAL ITEMS ARE SHOWN, REFER TO STRUCTURAL, ELECTRICAL, AND MECHANICAL DWGS. COORDINATE LOCATIONS W/ ARCHITECT, IF CONFLICTS ARISE. 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF ASSEMBLIES, U.O.N. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS. 6. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION. 7. SEE CIVIL PLANS FOR CONTROL JOINT AND EXPANSION JOINT LOCATIONS AT HARDSCAPE SURFACES. 8. HARDSCAPE AND PAVEMENT LOCATIONS AND SECTIONS SHOWN ON SHEET C3.0 9. SEE CIVIL MECHANICAL PLUMBING & ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT SITE PLAN LEGEND: BUILDING FOOTPRINT 0 AREA OF CONCRETE AREA OF ASPHALT AREA OF PLAY SURFACING 0 AREA OF LANDSCAPING )IIIIIIIII ACCESSIBLE ENTRANCE, PER 22 & 34 / T1.8 ACCESSIBLE PATH OF TRAVEL 44" MIN CLR WIDTH, TYP PER 14, 22 & 24 / T1.8 ZONING COMPLIANCE NOTES: UNIT TYPES 1 BR/1 BA 7 2 BR / 1 BA 32 3BR/2BA 13 TOTAL UNTS 52 SLEEPING ROOMS110 ACCESSIBLE TYPE -A UNITS (5% MIN) 3 ACCESSIBLE TYPE-B UNITS PROVIDED 11 PARKING (ECDC 16.60.060.B.1 CG ZONE) TOTAL ONSITE PARKING SPACES SHOWN 50 PARKING RATIO PROVIDED .96 STREET PARKING SPACED NOT REQ'D NONRESIDENTIAL (1 SPACE / 500 SF) OFFICES, COPY/WORK, CONSULTATION: (1,039 SF) 2.08 SUB TOTAL = 0 (FIRST 3,000 SF EXEMPT IN MIXED USE) RESIDENTIAL 0.75 / < 700 SF UNIT x 34 UNITS 25.5 1.25 / > 700 SF < 1,100 SF x 18 UNITS 22.5 1 GUEST / 20 SPACES (48 / 20) 2.4 SUBTOTAL = 50.4 TOTAL PARKING REQ'D 50 SPACES ADA STALLS REQUIRED 2 SPACES (1 VAN) ADA STALLS PROVIDED 2 SPACES, (1 VAN) GC ZONE SCREENING & BUFFERING (ECDC 16.60.030.A) RESIDENTIAL PARKING ADJ TO SF ZONES - TYPE I, 4' WIDE, CONTINUOUS (NORTH / NW PL) COMMERCIAL / MF ADJ. TO SF ZONES - TYPE 14 W 10 H CONTINUOUS NORTH &WEST PL LETTER PENDING TO REQUEST DISCONTINUOUS EDGE OF PARKING AREAS ADJ TO SF ZONES - TYPE I (NORTH / NW PL) PARKING LOT ABUTS STREET R/W - TYPE IV, 5' W (ALONG SOUTH PROPERTY LINE) PARKING LANDSCAPING (ECDC 20.13.030.E) (ECDC 16.60.030.A.1.d) < 50 SPACES, 17.5 SF LANDSCAPE / STALL X 50 STALLS = 875 SF LANDSCAPE REQ'D (SEE LANDSCAPE) TRASH 1 ENCLOSURE LIDT1.1 0 N IZ' (/) O W H O 2 I O U) 0 co � H ti U) o ui N CONCRETE 0 o,6� .. RETAINING WALL z ' M J 00 4'- 0"LANDSCAPE BUFFER ACCESSIBLE CURB PER 24 / T1.9, TYP. BUILDING HEIGHT CALCULATION: PROP 6 194.58' A = 102'-0" S 880 56' 54" B = 100'-1" C=104'-0" LID D = 103'-9 1 /2" CD U) 3: TOTAL = 409 -101 /2 C14 [if CD= AVERAGE GRADE = 102'-5 5/8" (TOTAL / 4) o � _ ACTUAL = 175' "O 2E � MAXIMUM = 177'-5 5/8" (AVG GRADE + 75') LO CO O W CV O C,6 1:T d J � Q EV PARKING (ECDC 17.115) MULTI -FAMILY: - 10% EV INSTALLED - 5 PROVIDED - 40% EV READY - 20 PROVIDED - 40% EV CAPABLE - 20 PROVIDED BIKE STORAGE (ECDC 16.6.060.B.6) 18 UNITS > 700 SF x 2 BIKE SPACES = 36 34 UNITS < 700 SF x 1 BIKE SPACES = 34 TOTAL = 70 SPACES 70 SPACES PROVIDED (SECURED, SHELTERED (BELSON MODEL # BR12 SINGLE -SIDED 12-CAPACITY GROUND -LOOP BIKE RACKS, PROVIDE 3 RACKS AT EACH SHELTER TO ACHIEVE MIN. 70 CAPACITY OVERALL) AMENITY SPACE (ECDC 16.60.030.C.4) 5% OF ± 15,673 SF BLDG FOOTPRINT = ± 784 SF PROVIDED ONSITE = ± 2,440 SF (COURTS, PLAY AREAS, PICNIC AREAS) PROVIDED OFFSITE = ± 2,328 SF (SPORTS COURT) REFER TO T1.1 FOR 2018 IBC NOTES 5'-0" TEMPORARY CONSTRUCTION EASEMENT FOR WALL CONSTRUCTION AFN: PENDING BAY WINDOW, ABV 5' TALL WOOD 8 PRIVACY FENCE T1.1 ( PROPOSEDFENCE UNDER FUTURE SEPARATE PERMIT AkF\ HOUSING HOPE 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE we keep hope alive 15' RS ZONE SETBACK SLOPE EASEMENT PROP LINE APN: 00576700002700 ET AL 1-1 LANDSCAPE BLOCK RETAINING WALL AFN: PENDING 301.64' EXIST OFF SITE PERIMETER PARK EDMONDS APT LLC (FUTURE SEPERATE PERMITX_ z� -, IF NECESSARY) 0' GC ZONE SETBACK _4jN 00 24 52 E FENCING TO REMAIN 8123 236TH ST SW 14' - 6 3/4" DESIGNS TO northwest 10' FROM SETBACK_1\ -/-// // �,_�, STEP BACK IF > 25' HEIGHT - - _ _- L 11 I- _ - _ _ _ _ _ _ _ _ -- __ - _- _ _ _ _- - - _ _ _- _ _ _ _ _ _ _ _ _ - _ _ _ _ - - � _ --_ _ _ _ = = _ - -- ARCHITECTS III - :'- - III III .-' - •, - - , . III III II II - •' ,,,• ,•, 'r ,.%360.629.3441 i III - III IP.O. Box 270 II -III- , . - • - , . , ,_"• III -I -III - „ y/ - , , • , ' < _ '- , • : - - - - - PRIVATE PARKING" SIGN III III III��-, '- ' - - - -'-•' • •- - •-, - - l • , _ ' _ • ` - - - - 10031 SR 532. Suite B . • - '- - . ,- , - , - - , - - - - Ste ood. WA 82 2 III -III -III- „ N „ - - -I-III-III _ -III - ,•,m• - - - E C�.• E 1=V LV ,• . 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' , 2 7 ". n - "• „, _, LI HTB LLARD flNEWAYA EC 16C LAR1 (}W'.,-._ •, ,_ ,'•,.•;;,, •,...•.,,''- ;_.,; " I I - ', ' • , G 0 iR T,.: A , • _ CURB CUT, PER DETAIL TR 543 LIGHT BOLLARD - 3-1-'•- ,11 ' �, -= 4 1 = - _ - - - z= - -- -III-I - -4 EI NT Ai- ,''f P= PER ELE IICtGY ��y�- Cam, '1�V PER EC 1 l,',-', r I'll" s - - 1 �, ' ,r'" `' - . -- - - - - - - - - - - - - - - PROPOSED WATER �+I �+I �+I `�+I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I (I II III III III III III-FII III I I III( III III • III III• III I �II'I II yV III � � � III III � II•I III" II�I� �I`I"I„ lyll JIII•" II•l III •Illy I�II••'lll III�'I•II• +Illy lllf III �II•I III `II+I •III 'I •II ,•III •I'll• -III Ifll !"II[Il III" IIIr llh Ilyl• III II'', I"I` `III • ",III•• EASEMENT - - - - - - - - - - - - - - - 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 N11 ; , PROP LINE � UU I- - - - - - - - - - - - - - - - - REDUCED HEIGHT 4' TALL WOOD - - - - - - - 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE - - - - - - 3II1.5$'- - - - - - - - - REDUCED HEIGHT 4' TALL- - - I Lo O U' N co I_- o0600 I iICn Z N 0 Q 00 I � I I o IN '---L_T - 6" 1 r- I (SIDE SETBACK LO 3: (CORNER LOT, N4 o z � w BEAR SETBACK) (=, �-- o > U) I I ' r� J = 30' - 8 1 /2" C-0 Y � i j Of M o °6 co I zOr-� 0- SITE PLAN 1/1 6" = 1 t-0" I I I I I I 1 I 1 1 I I I I I I I � ' I I I 1 I 1 \ - -- -- -- � I I I I I I 1 I 1 I 1 I 1 I I I I I 1 I I I 0IGinT-OB01.1URING FEr I - - (PROPOSED FENCE UNDER FUTURE SEPARATE PERMIT) ;-- SPORT COURT -PROPOSED EASEMENT AFN: PENDING Co +/- 35- 4 1 /2" 15' RS ZONE SETBACK 10' FROM SETBACK, STEP BACK IF > 25HEIGHT 15' WATER EASEMENT AFN: PENDING F_ S 000 22' 08" W (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/-132,879 SF) RS-8 ZONE VV06D SIGHT=OBSCURING 1 FENCE (PROPOSED FENCE UNDER FUTURE SEPARATE PERMIT 11' - 71 /4" TO GL-25 CONFORMED SET ISSUE DATE: AUGUST 21, 2023 REVISION SCHEDULE # Date Description 4 08/04/2023 RF116/17 5 08/17/2023 AS101 KEYPLAN C A ::1 ID ------ %_ 0 CONTENTS: SITE PLAN SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: N A1m10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS UTILITY VAULT 444LA WITH 44-332P COVER H-20 RATED 0 J J dV� M ,AA I e- 1.25"-6#6,2#8G N D CH1-19,21,23,25 HOT B II 120V CIRC IT c ,� II I CHl-41 II 11 1.25" TO CH1 1.25" TO CH1 BUILDINGC METER CENTER C EXTERIOR TEL/PHONE DEMARC & RESIDENTIAL IDF C PANEL CH1 I I I 1 I I I I 1liill Li Li L ICI I I BUILDING D 1.25"-6#6,2#8GND TO DH1 3 3 3 III BD M � - - I � I w Q Z J a ow \ I i F F SITE PLAN - ELECTRICAL 1/16" = 1'-0" EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. NEW ZIPLY UTILITY POLE LOCATION —SD? MM1 1.25" TO AH 1 1.25" TO AH 1 1.25" TO AH 1 HOTBOX 120V CIRCUIT AHl-107 LOCATION TBD BUILDING A FIRE ALARM CONTROLPANEL (FACP) METER CENTER A EXTERIOR ' BU I L D I N-QIAl INITIAL MD FA m METER CENTER D EXTERIOR TEL/PHONE DEMARC & RESIDENTIAL IDF D PANEL DH1 1.25"-6#6,2#8GND 1.25"-6#6,2#8GND ANEL BH1 TO DH1 TO DH1 I 1.25"-3 ,1#8GND BH 1-27,29 c S BH7-6 VIA EXTERIOR — LIGHTING CONTROLLER HOT BOX 1 "-3#11 120V CIRCUIT j 41 HOTBOX 120 CIRCUIT PANEL AH1 METER CENTER B EXTERIOR TEL/PHONE DEMARC & RESIDENTIAL IDF B UILDING B SNOHOMISH PUD SECONDARY CABINET AND VAULT. 1.25"-6#6,2#8G N D 1.25"-3#6,1#8GND TO BH1 TO BH1 1 U) - 1.25' -6#6,2#8GND BH1-19,21,23,25 SECONDARY, SEE ONE LINE' CC, (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/-132,879 SF) RS-8 ZONE � 236�fH ST SW 4" CONAM SNOHOMISH PUD TRANSFORMER, VAULT, AND PAD PER SNOPUD STANDARDS FIGURE 4-31. PROVIDE PROTECTIVE BOLLARDS PER SNOPUD STANDARDS. —TRANSFORMER 10'-0" ACCESS CLEARANCE EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. FfF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com (2) 4" PRIMARY COORDINATE STREET CROSSING WITH SNOHOMISH PUD PROPOSED SNOHOMISH PUD 3 PHASE SERVICE POLE COMCAST INTERFACE POINT FLAG NOTES: DINSTALL DOUBLE EV SHARED LOAD MANAGEMENT CHARGING STATION 2 INSTALL SINGLE EV CHARGING STATION DFUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV READY WITH CONDUIT AND WIRE INSTALLED. DFUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV CAPABLE WITH CONDUIT INSTALLED. SHEET NOTES: INSTALLED ELECTRICAL VEHICLE CHARGING FACILITY SHALL MEET ECDC 17.115.020.1. REQUIREMENTS OF LEVEL II ELECTRICAL VEHICLE CHARGING STATIONS. PROVIDE MINIMUM 3 HORIZONTAL AND V VERTICAL SEPARATION FROM WATER/SEWER/STORM UTILITIES ON PRIVATE PROPERTY AND 5 FEET SEPARATION FROM CITY UTILITIES IN RIGHT-OF-WAY. HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360. Box 1270 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com a ric architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 O N O 00 LUrn O FMz Z z0 0 Q � w C� J U) z WI— LL, ` w Cl) LL a= O co J Cy') N LU N 00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 Bid Set 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set 5 08-14-2023 ASI01/RFI24 CONTENTS: SITE PLAN - ELECTRICAL SCALE: As indicated DRAWN: ELIAS CHECKED: MF PROJECT No: 2021031.00 SHEET: N El 1, APN:00576700002505 L. & E. SMITHERS 8314 234TH ST SW APN:00576700002607 D LEUNG & L BINH 8216 234TH ST SW SURVEYED TREE DBH REMOVED / / I I I APN:00576700002613 /` I J & G MANNES 8228 234TH ST SW \\ APN:00576700002507 R & R KLEVEN 8306 234TH ST SW TREE RETENTION AND PROTECTION PLAN 111=20' N LEGEND — — PROPERTY LINE AW\, HOUSINGHOPE EX TREE TO REMAIN we keep hope alive \1 TREE NUMBER, TYP 01 INNER CRITICAL ROOT ZONE (CRZ), TYP 01 CANOPY (DRIPLINE) — OUTER CRITICAL ROOT ZONE (CRZ), TYP EX TREE TO BE REMOVED DESIGNS CANOPY (DRIPLINE) n o r t h w e s t 13—TREE NUMBER J001 ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com APPROX. LIMIT OF WORK 1 � TREE PROTECTION FENCING L1.1 118NNEBT. SUTE 400 SEATTLE, WA QM T 20622SAM www.miacomcnm O F W A S,y <<G �FtE Y bvF EXISTING TREE INVENTORY �P P�dn�b�T Z U TREE TYPE/ DBH SIZE CROWN DIAMETER PROPOSED CONDITION r ►- NUMBER SPECIES (INCHES)** (FEET) TREE STATUS (HEALTH/STRUCTURE) 2 �o Doti° 26 ACER MACROPHYLLUM 17.6 56 RETAIN GOOD/GOOD cq PE A V' 27 PSEUDOTSUGA MENZIESII 29.5 38 RETAIN GOOD/GOOD 28 ILEX AQUIFOLIUM 9.7 16 RETAIN GOOD/POOR 29 ACER MACROPHYLLUM 10.3 24 REMOVE GOOD/FAIR o 30 ACER MACROPHYLLUM 24.0 32 REMOVE GOOD/FAIR 00 rn 31 PRUNUS EMARGINATA 15.0 24 REMOVE FAIR/FAIR uj 32 PRUNUS EMARGINATA 23.7 36 REMOVE GOOD/FAIR < 33 ACER MACROPHYLLUM 30.1 44 REMOVE GOOD/GOOD am (n 3: 34 PSEUDOTSUGA MENZIESII 6.4 18 REMOVE GOOD/GOOD O �mm 0 35 ALNUS RUBRA 52.0 36 REMOVE FAIR/FAIR z 36 ACER MACROPHYLLUM 30.7 40 REMOVE FAIR/FAIR = z 37 ACER MACROPHYLLUM 7.0 28 REMOVE POOR/POOR Q uj Lu 38 ACER MACROPHYLLUM 65.9 36 REMOVE FAIR/POOR 39 PRUNUS EMARGINATA 6.5 14 REMOVE FAIR/POOR W OFF -SITE TREES z I-_ Lu A ACRE MACROPHYLLUM 16.0 36 RETAIN FAIR/FAIR w B PSEUDOTSUGA MENZIESII 11.0 30 RETAIN FAIR/FAIR (n L U) C JUNIPERUS OCCIDENTALIS 15.3 26 5 GOOD/GOODGOOD D ACER MACROPHYLLUM 16.0 36 RETAIN GOOD / V EACER MACROPHYLLUM 10.5 18 RETAIN GOOD/FAIR O a N F* PSEUDOTSUGA SPP. RET INLO G* PSEUDOTSUGA SPP. RETAIN = Lu Q N ao H* PSEUDOTSUGA SPP. RETAIN J* PSEUDOTSUGA SPP. RETAIN REPLACEMENT TREES: QTY REQUIRED: 5 5 QTY PROVIDED: 84 * OFF -SITE TREE NOT INCLUDED WITHIN ARBORIST REPORT. ** DIAMETER OR THICKNESS OF TREE TRUNK MEASURED AT FOUR AND ONE-HALF FEET FROM THE GROUND. DBH IS ALSO KNOWN AS "DIAMETER AT STANDARD HEIGHT (DSH)." NOTE: 1. SEE DETAIL SHEET L1.1 FOR TREE PROTECTION DETAIL 2. SEE SHEET L3.0-L3.3 FOR LOCATION OF REPLACEMENT TREES. CONFORMED SET ISSUE DATE: NOVEMBER 11, 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 BID SET 2 1-25-2023 PERMIT RESUBM. 3 3-31-2023 CONFORMED SET 4 8-4-2023 RF116/17 5 8-14-2023 LS101/RF124 V%Jll I LIY I J. TREE RETENTION AND PROTECTION PLAN SCALE: As indicated DRAWN: CSH/DD CHECKED: AWOM PROJECT NO: 2021020.00 20' 10' 0 20' 40, PLEASE CALL 811 SHEET: Scale In Feet 3 Working Days BEFORE YOU DIG Ll m0 0 V TYPE IV LANDSCAPING (465 SF) FIRE HYDRANT 4'-0" TYPE 1 LANDSCAPE BUFFER (970SF) PROPOSED FENCE, SEE ARCH PROPOSED RETAINING WALL, SEE CIVIL DWGS, TYP TYPE I LANDS (970 SF) LANDSCAPE PLAN 111=10' LIVI�LL/JUI\L, bL I WLLIN l--AKKIINU LU I ANU C,H. DWGS. FENCE (1100 SF) /�/lA AA Ar— r)nIAI C`T 7)IKI/� ADA INCLUSIVE PICNIC TABLE SEE NOTE 2. PERIMETER DRAIN, TYP., SEE CIVIL -- A-- I , I —/A I I I L I V L/ % I Y V ­J V/ 11 1 1 `! V (82 SF) STORMWATER VAULT, SEE CIVIL SEE ARCH. G BIKE SHELTE-1 VIV a -------------------- .I7—sEE 7H E7L73 MATCHLIN rev 10' 5' 0 10' 20' Scale In Feet LANDSCAPE LEGEND — — PROPERTY LINE /ice � EX TREE TO REMAIN - SEE NOTE 6 TREE NUMBER, TYP `v1 INNER CRITICAL ROOT ZONE (CRZ), TYP CANOPY (DRIPLINE) 1 - "—OUTER CRITICAL ROOT ZONE (CRZ), TYP L1.1 X 31 -..— REMOVED EX TREE LINE OF BUILDING STRUCTURE OVERHEAD PLAYGROUND SAFETY SURFACING Aso Ls.o APPROX. LIMIT OF WORK MULCH BUILDING ENTRY/EXIT, TYP. NOTES: 1. TREES, GROUNDCOVERS AND SHRUBS TO BE 90% NATIVE/ADAPTIVE SPECIES PER EVERGREEN SUSTAINABLE DEVELOPMENT STANDARDS (ESDS) 3.02(B). SEE L3.4 and L3.5 FOR TREE AND PLANT SCHEDULE. 2. SITE FURNISHINGS PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY WITH OWNERS REPRESENTATIVE WHETHER IN -GROUND OR SURFACE MOUNT. 3. SOIL PREPARATION REQUIRED FOR ALL PLANTING BEDS. PLACE 12" DEPTH TOPSOIL (PLANTING SOIL MIX) ABOVE PREPARED SUBGRADE. 4. PROVIDE 4" DEPTH MULCH UNDER ALL EXISTING TREES, TAPERING MULCH TO EXISTING GRADE AT TRUNK. 5. SEE SHEET L1.0 FOR TREE RETENTION AND PROTECTION PLAN. 6. REFER TO L3.4 FOR SUMMARY OF COE LANDSCAPING CODE REQUIREMENTS, LANDSCAPING TYPES PROVIDED, AND APPLICANT COMMENTS. 7. ALL PLANTING TO RECIEVE TEMPORARY IRRIGATION, SEE IRRIGATION PLAN AND SPECIFICATIONS. 8. WORK SHALL MEET THE REQUIREMENTS OF EVERGREEN SUSTAINABLE DESIGN STANDARD V4.0, 3.02A AND 3.02B. 9. SEE DETAIL 8/L5.0 AND 9/L5.0 FOR EWF INSTALLATION. PLAY EQUIPMENT PROVIDED BY OWNER, CONTRACTOR TO INSTALL. CONTRACTOR TO VERIFY DEPTH OF EWF NEEDED PER EQUIPMENT PROVIDED PRIOR TO INSTALLATION OF CIP CONCRETE PAVING. Ahn HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360. 629. 3 44 1 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww w.designsnw.com 118NNEST. SUTE 400 SEATTLE, WA 9M T 206223MM www.mW00m=mn O F W A S,y <<G 1MFI E Y vvN coP ti EX P . q PE AR cQ N O 00 UUrn a � � O 0 0 Tz + z 0 o Q Lu w C') J U) Z LLIU) FLU w Cj) LL N Lu N 00 CONFORMED SET ISSUE DATE: NOVEMBER 11, 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 BID SET 2 1-25-2023 PERMIT RESUBM. 3 3-31-2023 CONFORMED SET 4 8-4-2023 RF116/17 5 8-14-2023 LS101/RF124 PLANTING PLAN SCALE: As indicated DRAWN: CSHIDD CHECKED: AWIJM PROJECT NO: 2021020.00 PLEASE CALL 811 SHEET: 3 Working Days BEFORE YOU DIG L3mO MATCHLINE - SEE SHEET L3.3 C ° ° ELECTRICAL PANEL, RAISED PLANTER, ■ SEE ELEC. TYP, SEE CIVIL BIKE SHELTER, SEE ARCH DWGS PROPOSED APARTMENT WATER METER / BUILDING B FREESTANDING RPBA, SEE CIVIL PLANTER, TYP, SEE ARCH. ELECTRICAL PANEL, CD SEE ELEC. PERIMETER DRAIN, ° TYP., SEE CIVIL ° i U) U) N SS V SS SS — P — I. ' .+11J +++OTQO++TOTQ� N►!tf►4 -�- 11, \ .��1�• 11\\III\ SEE SHEET L2. LL CA 0 A5 ., f�..w'�►^�/►� ��I►�►1 lid+ �j�'�►� �-� 0 -3— T_ HOT ELEC. 'R SEE _ _ NEW POWER POLE M M — -71/t-j�M M M M -M M M F= G. �� 4' WIDE TYPE I LANDSCAPE M ��' Cn NEW FI E HYDRANT S SD SID SD 3D SID D o. o y� > + o -- + o o W.o + + O + + + O — _ o O' c O O- O TTY/yy �. " "/\�� � -.^ O O O' ❑ O`O .O' O Ocnl ' v I0000 H I / v3 cn — PROPOSED FENCE, \\ PROVIDE ROOT BARRIER 7 SEE ARCH OVER EX. STORM DRAU)M BUILDING ��' �� LINES AT TREE LOCATIONS, LS.o EDMOND'SLUTHERAN TYP. CHURC_F1--------CID — r- A-1 0 CID --II /PROVID ROOT ZAR1R`IER OVA co UNDER ROUND UTILITIES SEE D TAIL 7/L5.0 t0 TYPEI LANDSCAPI G, P. X. 36" HT - P LANTI G . O APPROX. LIMIT OF WORK, SEE CIVIL � bWGS FOR ,ADDITIONAL IINFORMATION. I � °, 1 T i 0 r PROPERTY LINE, TYP. 09 co co 0 I 0 0 0 LANDSCAPE PLAN N 111=10' 10' 5' 0 10' 20' Scale In Feet LANDSCAPE LEGEND — — PROPERTY LINE EX TREE TO REMAIN — SEE NOTE 6 TREE NUMBER, TYP �_,\ `off INNER CRITICAL ROOT ZONE (CRZ), TYP CANOPY (DRIPLINE) 1 1 — —OUTER CRITICAL ROOT ZONE (CRZ), TYP L1.1 X 3 1,—REMOVED EX TREE — — — LINE OF BUILDING STRUCTURE OVERHEAD PLAYGROUND SAFETY SURFACING L8o L90 APPROX. LIMIT OF WORK MULCH BUILDING ENTRY/EXIT, TYP. NOTES: 1. TREES, GROUNDCOVERS AND SHRUBS TO BE 90% NATIVE/ADAPTIVE SPECIES PER EVERGREEN SUSTAINABLE DEVELOPMENT STANDARDS (ESDS) 3.02(B). SEE L3.4 and L3.5 FOR TREE AND PLANT SCHEDULE. 2. SITE FURNISHINGS PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY WITH OWNERS REPRESENTATIVE WHETHER IN —GROUND OR SURFACE MOUNT. 3. SOIL PREPARATION REQUIRED FOR ALL PLANTING BEDS. PLACE 12" DEPTH TOPSOIL (PLANTING SOIL MIX) ABOVE PREPARED SUBGRADE. 4. PROVIDE 4" DEPTH MULCH UNDER ALL EXISTING TREES, TAPERING MULCH TO EXISTING GRADE AT TRUNK. 5. SEE SHEET L1.0 FOR TREE RETENTION AND PROTECTION PLAN. 6. REFER TO L3.4 FOR SUMMARY OF COE LANDSCAPING CODE REQUIREMENTS, LANDSCAPING TYPES PROVIDED, AND APPLICANT COMMENTS. 7. ALL PLANTING TO RECIEVE TEMPORARY IRRIGATION, SEE IRRIGATION PLAN AND SPECIFICATIONS. 8. WORK SHALL MEET THE REQUIREMENTS OF EVERGREEN SUSTAINABLE DESIGN STANDARD V4.0, 3.02A AND 3.02B. HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360. 629. 3 44 1 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww w.designsnw.com 118NNEST. SUTE 400 SE4TTLE, WA 9M T 206223MM www.mW00m=mn OF W AS <<G �MFtE Y VVF coP EXP.91V\ PE c q AR cQ N 0 00 UUrn am O z r] Tz + z o Q0 LLJ w C') J U) z LLIU) FLU w Cj) LL O CL J N Lu < N 00 CONFORMED SET ISSUE DATE: NOVEMBER 11, 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 BID SET 2 1-25-2023 PERMIT RESUBM. 3 3-31-2023 CONFORMED SET 4 8-4-2023 RF116/17 5 8-14-2023 LS101/RF124 PLANTING PLAN SCALE: As indicated DRAWN: CSHIDD CHECKED: AWIJM PROJECT NO: 2021020.00 PLEASE CALL 811 SHEET: 3 Working Days BEFORE YOU DIG L3m2 Cn LU LU =1 U) L U U) ■ STORMWATER VAULT, SEE CIVIL EWF SAFETY SURFACING (403 SF) SEE NOTE 9. PERIMETER DRAIN, TYP., SEE CIVIL LANDSCAPE PLAN 111=10' UUILVIIVV r\ MA I UHLINE - 6EE 6HEE I LJ.1 TYPE Iy LANDSCAPING, TYP. - LOW PLANTING HT. FOR SIGHT LINES I 10' 5' 0 10' 20' Scale In Feet HOUSING LANDSCAPE LANDSCAPE LEGEND HOPE we keep hope alive - - PROPERTY LINE EX TREE TO REMAIN - SEE NOTE 6 TREE NUMBER, TYP `01 INNER CRITICAL ROOT ZONE (CRZ), TYP CANOPY (DRIPLINE) 1 DESIGNS -`—OUTER CRITICAL ROOT ZONE (CRZ), TYP L1.1 n o r t h w e s t i �--� ARCHITECTS X 1 REMOVED EX TREE 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B — — LINE OF BUILDING STRUCTURE OVERHEAD Stanwood, 9 www.designsnw.comcam PLAYGROUND SAFETY SURFACING L8o L90 APPROX. LIMIT OF WORK , MULCH 1 ONNEST. SUTE 4W SEATTLE, WA 9M BUILDING ENTRY/EXIT, TYP. T 20623 OF W A Sy <<G �?I E Y VVF NOTES: co P��Ij M�T Z V� 1. TREES, GROUNDCOVERS AND SHRUBS TO BE 90% NATIVE/ADAPTIVE SPECIES PER EVERGREEN SUSTAINABLE 102°7� g�ti DEVELOPMENT STANDARDS (ESDS) 3.02(B). SEE L3.4 and L3.5 sC'g3PE AIR FOR TREE AND PLANT SCHEDULE. 2. SITE FURNISHINGS PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY WITH OWNERS CD REPRESENTATIVE WHETHER IN -GROUND OR SURFACE MOUNT. Uj rn 3. SOIL PREPARATION REQUIRED FOR ALL PLANTING BEDS. PLACE a < 12" DEPTH TOPSOIL (PLANTING SOIL MIX) ABOVE PREPARED co SUBGRADE. n o 4. PROVIDE 4" DEPTH MULCH UNDER ALL EXISTING TREES, In UC TAPERING MULCH TO EXISTING GRADE AT TRUNK. w 5. SEE SHEET L1.0 FOR TREE RETENTION AND PROTECTION PLAN. LUU) 6. REFER TO L3.4 FOR SUMMARY OF COE LANDSCAPING CODE w REQUIREMENTS, LANDSCAPING TYPES PROVIDED, AND APPLICANT COMMENTS. (n Q I = 7. ALL PLANTING TO RELIEVE TEMPORARY IRRIGATION, SEE MV C' IRRIGATION PLAN AND SPECIFICATIONS. O a N _Lo 8. WORK SHALL MEET THE REQUIREMENTS OF EVERGREEN Uj 00 ao SUSTAINABLE DESIGN STANDARD V4.0, 3.02A AND 3.02B. 9. SEE DETAIL 8/L5.0 AND 9/L5.0 FOR EWF INSTALLATION. PLAY EQUIPMENT PROVIDED BY OWNER, CONTRACTOR TO INSTALL. CONTRACTOR TO VERIFY DEPTH OF EWF NEEDED PER CONFORMED EQUIPMENT PROVIDED PRIOR TO INSTALLATION OF CIP CONCRETE W _ PAVING. SET =I ISSUE DATE: NOVEMBER 11, 2022 REVISION SCHEDULE Rev It I Date Description 1 10-19-2022 BID SET 2 1-25-2023 PERMIT RESUBM. 3 3-31-2023 CONFORMED SET 4 8-4-2023 RF116/17 5 8-14-2023 LS101/RF124 VVIV 1 LIYI V. LANDSCAPE PLAN SCALE: As indicated DRAWN: CSHIDD CHECKED: AWIJM PROJECT NO: 2021020.00 PLEASE CALL 811 SHEET: 3 Working Days BEFORE YOU DIG L3m3 SHRUB AND GROUNDCOVER SCHEDULE HOUSING HOPE we keep hope alive SHRUBS, GROUNDCOVERS, FERNS AND PERENNIALS SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QUANTITY COMMENTS NATIVE/ADAPTIVE ANEMANTHELE LESSONIANA PHEASANT'S TAIL GRASS 3 GAL. 53 SMALL SHRUB ADAPTIVE DESIGNS northwest AQUILEGIA FORMOSA WESTERN COLUMBINE 1 GAL. 14 SMALL SHRUB NATIVE ARCHITECTS 360. 629.3441 P.O. Box 1270 MEDIUM SHRUB TO BE FIELD PLACED BY LANDSCAPE 10031 SR, Suite B ATHYRIUM FILIX-FEMINA LADY FERN 1 GAL. 12 NATIVE S` wd WA 98292 ARCHITECT www aesiensnw.eom BLECHNUM SPICANT DEER FERN 1 GAL. 40 SMALL SHRUB NATIVE COTINUS COGGYRIA'WINECRAFT GOLD' SMOKEBUSH 5 GAL. 7 LARGE SHRUB ADAPTIVE "ONNEBT. SUTE 4W CALAMAGROSTIS ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER GRASS 3 GAL. 15 MEDIUM SHRUB ADAPTIVE SEATTLE, W,M,.mhacomcom 0 DIANELLA TASMANICA'BABY BLUE BABY BLUE FLAX LILY 2 GAL. 64 SMALL SHRUB ADAPTIVE of W A S <<G q?, E Y VV GERANIUM'ROZANNE' ROZANNE CRANESBILL 1 GAL. 12 SMALL SHRUB, TO BE FIELD PLACED BY LANDSCAPE ARCHITECT ADAPTIVE co P��Ij M�T V� HEMEROCALLIS'HAPPY RETURNS' HAPPY RETURNS DAYLILLY 1 GAL. 12 SMALL SHRUB, TO BE FIELD PLACED BY LANDSCAPE ARCHITECT ADAPTIVE 2 �o ory� ILEX CRENATA'SKY PENCIL' SKY PENCIL JAPANESE HOLLY 5 GAL. MIN 18" HT. 10 LARGE SHRUB ADAPTIVE cq P E A?' LIRIOPE SPICATA CREEPING LILY TURF 1 GAL. 5 187 SMALL SHRUB ADAPTIVE N O 00 MAHONIA REPENS CREEPING OREGON GRAPE 3 GAL. MIN 18" HT. 205 SMALL SHRUB NATIVE uj 6' • MAHONIA X MEDIA'WINTER SUN' WINTER SUN MAHONIA 5 GAL. 12 LARGE SHRUB NATIVE HYBRID a O 0 0 0 0 o PACHYSANDRA PROCUMBENS ALLEGHENY SPURGE 1 GAL. 18" OC 600 GROUNDCOVER ADAPTIVE 0 o O PHORMIUM 'SHIRAZ' SHIRAZ NEW ZEALAND FLAX 1 GAL. MIN 18" HT. 12 SMALL SHRUB ADAPTIVE Lu w C') J " MEDIUM SHRUB NATIVE2 cUn POLYSTICHUM MUNITUM SWORD FERN 2 GAL. MIN 18 HT. 33 MED U S U LV � � w RIBES SANGUINEUM RED CURRANT 5 GAL. MIN 18" HT. 2 LARGE SHRUB NATIVE (n L 0 SESLARIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL. 5 143 SMALL SHRUB ADAPTIVE Q � V SYMPHORICARPOS ALBUS SNOWBERRY 5 GAL. MIN 18" HT. 5 MEDIUM SHRUB NATIVE O a _� N ao ® SYMPHYOTRICHUM OBLONGIFOLIUM'OCTOBER SKIES' ASTER'OCTOBER SKIES' 1 GAL. 5 122 SMALL SHRUB ADAPTIVE uj < Lo THYMUS SERPYLLUM CREEPING THYME 4" POT, 9" OC 640 STEPABLE GROUNDCOVER ADAPTIVE CONFORMED O VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL. 4 LARGE SHRUB NATIVE SET DDpp Dppp D D p WALDENSTEINIA FRAGARIOIDES BARREN STRAWBERRY 4" POT, 9" OC 80 GROUNDCOVER ADAPTIVE D D MATERIALS SCHEDULE ENGINEERED WOOD FIBER PLAY AREA SAFETY SURFACING ESDS REQUIREMENTS: NATIVE/ADAPTIVE PLANTS REQUIRED: 90% PROVIDED: 90% QUANTITY 915 SF ISSUE DATE: NOVEMBER 11, 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 BID SET 2 1-25-2023 PERMIT RESUBM. 3 3-31-2023 CONFORMED SET 4 8-4-2023 RF116/17 5 8-14-2023 LS101/RF124 PLANT SCHEDULE SCALE: As indicated DRAWN: CSH/DD CHECKED: AWOM PROJECT NO: 2021020.00 PLEASE CALL 811 SHEET: 3 Working Days BEFORE YOU DIG L3m5 NOTE: SECURE TREE WITH TIE DO NOT STAKE TREES LESS THAN 6'-0" (TYPE PER SPECS.) NAIL 2" Ox8' LODGEPOLE PINE TREE SECURE TREE WITH TIE SET PLANT AT OR SLIGHTLY HEIGHT. TRIANGULAR STAKE DECIDUOUS OR STAPLE TIE MATERIAL STAKES POUNDED 12" MIN. INTO TYPE PER SPECS). SET ( ) ABOVE NURSERY GROWN GRADE TREES LARGER THAN 3" CALIPER. _ TO STAKE TO HOLD VERTICALLY. LOOP EACH SUBGRADE. 2 STAKES REQUIRED TIE LOOSE WITH 1 " SLACK MULCH (TYPE AND DEPTH PER SET ROOT FLARE 2" ABOVE TIE LOOSELY AROUND FOR TREES OVER 6' HEIGHT. ALL STAKES SHALL BE DRIVEN OUTSIDE FOR TRUNK GROWTH. SPECS. AND PLANS). KEEP MULCH ADJACENT GRADE. HALF OF TREE, LEAVING " THE EDGE OF THE ROOTBALL. SET ROOT FLARE 2" ABOVE BACK FROM TRUNK; CROWN OF � 1 SLACK FOR TRUNK (NO STAKING FOR TREES UNDER 5) ADJACENT GRADE. ROOT BALL SHOULD BE VISIBLE. GROWTH. MULCH (TYPE AND DEPTH PER � AMENDED SOIL (TYPE & DEPTH SPECS. AND PLANS). KEEP 2" Ox8' LODGEPOLE PINE 1 MULCH (TYPE AND DEPTH PER SPECS. AND PLANS) MULCH MIN. 8" BACK FROM TREE STAKES, SET PER SPECS. AND PLANS). TRUNK; ROOT FLARE SHOULD PLUMB, POUNDED 12" KEEP MULCH MIN. 8" BACK FINISH GRADE BE VISIBLE. MIN. INTO SUBGRADE. �' FROM TRUNK; ROOT FLARE ALL STAKES SHALL BE ^ SHOULD BE VISIBLE. � FINISH GRADE DRIVEN OUTSIDE THE � � � � �� -. "� v °� V 4 HIGH WATERING RING � � ^ EDGE OF THE ROOTBALL. w`' 1 REMOVE ALL BURLAP, TWINE, _ = w FINISH GRADE / WIRE BASKET OR WRAPPINGS FROM ROOT BALL & DISPOSE .� w 4 HIGH WATERING RING AMENDED SOIL (TYPE & SCARIFY SIDES & BOTTOM OFF SITE. RETAIN ROOT BALL o DEPTH PER SPECS. AND OF PLANTING PIT ��\u INTACT WITH AS LITTLE z LL. TREE PIT DEPTH = rr PLANS) DISTURBANCE AS POSSIBLE. ROOTBALL DEPTH LOOSEN AND SPREAD ROOTS REMOVE LOOSE SOIL AND TREE PIT DEPTH = ROOTBALL DEPTH ( MEASURE BEFORE REMOVE ALL BURLAP, TWINE, CONTAINER/ROOT BALL AS VEGETATION FROM TOP OF ROOT BALL TO ROOT FLARE. ( MEASURE BEFORE DIGGING TO AVOID WIRE BASKET OR WRAPPINGS DELIVERED TO THE SITE. REMOVE DIGGING TO AVOID OVER EXCAVATION & FROM ROOT BALL & DISPOSE CONTAINER, BURLAP, TWINE, WIRE OVER EXCAVATION & DEEP INSTALLATION) \\\ \ \ \ \ \ \ \ \ / OFF SITE. RETAIN ROOT BALL BASKET AND ALL FOREIGN MATERIAL 2 TIMES CONTAINER NOTE: CITY PARKS DEPARTMENT ,�\\ SHALL INSPECT AMENDED SOIL DEEP INSTALLATION) SCARIFY SIDES & , VA/VA/VA/VA/VA/VA/VA/VA/VA/VA INTACT WITH AS LITTLE /\/\/\/\/\/\/\/\/\/ DISTURBANCE AS POSSIBLE. OR ROOTBALL WIDTH TYPE DEPTH PER SPECS. /VAVVAi�VA�`�\�`�\�`��� ASV\/ AA/VA BOTTOM OF ��VA/VA/VA/OVA\VA\VA\VA/V//�/' REMOVE LOOSE SOIL AND SUBGRADE AND ( ��� ��/A y PLANTING PIT AND PLANS) SUBGRADE VEGETATION FROM TOP OF NOTE: SUBGRADE WIDTH OF TREE PIT = 3 TIMES ROOT BALL TO ROOT FLARE. SEE PLANT SCHEDULE FOR SPACING REQUIREMENTS. SCARIFY SIDES & WIDTH BOTTOM OF PLANTING PIT ROOT OF TREE PIT = 3 TIMES NTs BALL WIDTH OR 6 -0 1 ROOT BALL WIDTH OR 6'-0" WHICHEVER IS GREATER NTs r� 2 NO MULCH ON LEAVES. NTS 3 WHICHEVER IS GREATER Deciduous Tree Planting Coniferous Tree Planting Shrub Plantin g SET PLANT AT NURSERY NOTE: OC SPACING PER PLANS SEE PLANS FOR PLANT SPECIES. PREVAILING WIND: ONE STAKE PER TREE ON GROWN GRADE (POTTED NOTE: SEE PLANT SCHEDULE FOR WINDWARD SIDE; SECOND STAKE ON PLANTS OR ROOTED CUTTINGS) SEE PLANT SCHEDULE FOR SPACING REQUIREMENTS. LEEWARD SIDE. SPACING REQUIREMENTS. MULCH (TYPE & NO MULCH ON LEAVES. DEPTH PER SPECS AND PLANS) o e e SET ALL TREES PLUMB FINISH GRADE FILL WITH MULCH AMENDED SOIL (TYPE AND DEPTH oQ o o e e 0 °o �� deo Q0 (TYPE AND DEPTH PER SPECS) WATERING RING (TYP) e PER SPECS. AND 4z PLANS) AMENDED SOIL (TYPE AND SCARIFY SUBGRADE �— — =c, /\\\\ DEPTH PER SPECS.) SEE SPECS — �,,Q� AREA OF FILL SET ALL oo z /\\\ (TYP) PLANTS SUBGRADE/�A//A///A// //i /� z ° PLUMB SUBGRADE �T LOOSEN & SPREAD ROOTS /,\ \ /� n �\/ \V� �" EXISTING y��\� GRADE CONTAINER AS DELIVERED TO SITE. REMOVE CONTAINER AND ALL ADJACENT PAVEMENT /�V/\\/\ V (SEE GRADING NON -ORGANIC POTTING MATERIAL EDGE �'�///�//��// _ '�///V//\ �� PLAN) NTs 4 NTs Groundcover Planting Informal Plant Spacing Pattern On -Center Two Species \/ STREET TREE TYPE AND LOCATION PER PLAN NTs Plant Placement on Slope 18" DEPTH ROOT MULCH BARRIER, TYP. SIDEWALK PER CIVIL ROOT BARRIER AT UNDERGROUND UTILITIES a a 7 A�V\ �VA � iVAA��VA/�\ � o � NOTES: 1. TOP EDGE OF ROOT BARRIER TO BE PLACED 4"-2" BELOW FINISH GRADE OF PAVEMENT, WITH A MAX. 4" GAP BETWEEN PAVEMENT EDGE AND ROOT BARRIER. 2. USE ROOT BARRIER 0 5OF TREE CENTER LINE. EXTEND MIN 5' EACH DIRECTION FROM TREE CENTERLINE. 4 NTs Root Barrier at Sidewalk and Utilities 7 AW\ HOUSING HOPE we keep hope alive DESIGNS 1 L 'V northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com 118f9NEST. SUITE 4W SEATTLE, WA HM T � VMW. .= 0 F WAS\ <<G �MFtE Y bvF � 2 2 0 Doti EXP.g12�\ �j•\ G q P E P, cQ N O 00 LLIrn am Cj) O �=M 0 0 T z0 + z o Q Lu w C') J 2 U) z LLIU) FM I­_w Cj) L 10� w V N O N Lu N 00 CONFORMED SET ISSUE DATE: NOVEMBER 11, 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 BID SET 2 1-25-2023 PERMIT RESUBM. 3 3-31-2023 CONFORMED SET 4 8-4-2023 RF116/17 5 8-14-2023 LS101/RF124 WNIEN16: LANDSCAPE DETAILS SCALE: As indicated DRAWN: CSH/DD CHECKED: AWOM PROJECT NO: 2021020.00 SHEET: