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REVIEWED BLD2021-1384+TRASH APPRVL LETTER+2.23.2022_11.40.39_AM+26979880 N r DATUM POINT ADMIRAL WAY KAANIHCII F RIM FI F\/ATICIN 17 Rd' SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL AND RIGHT-OF-WAY IMPROVEMENTS. E. WITHIN PRIVATE PROPERTY, ALL LINES ON CONCRETE PAVING AREAS TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS WITHIN PRIVATE PROPERTY TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. bld2021-1385 REVIEWED BY CITY OF EDMONDS KEYNOTES: # I NOTE 01.11 EXIT DOOR ONLY - NO ACCESS. 01.18 FIRE DEPARTMENT CONNECTION (FDC), REFERENCE CIVIL DRAWINGS 01.19 FIRE DEPARTMENT CONNECTION PIV, REFERENCE CIVIL DRAWINGS 01.20 PROVIDE FIRE DEPARTMENT KEY BOX IN ACCORDANCE WITH UL 1037 01.21 PROPERTY LOCATED IN FLOOD ZONE AE WITH B.F.E. (BASE FLOOD ELEVATION) OF 12'.00 (SFHAS WITH HIGH FLOOD RISK) 02.01 EXISTING FIRE HYDRANT TO REMAIN 02.15 EXISTING CHAINLINK FENCE TO REMAIN 02.16 EXISTING LANDSCAPE ISLAND AND CURB TO REMAIN 02.17 EXISTING LANDSCAPE ISLAND AND CURB REMOVE PORTION AND PREP FOR NEW SURFACE, REFERENCE CIVIL DRAWINGS 02.29 NEW DRIVEWAY TO CONNECT TO EXISTING LANDSCAPE AND CURB PER CIVIL DRAWINGS, EXISTING CONDITION TO BE VERIFIED IN FIELD 03.04 CONCRETE WHEEL STOP REFERENCE CIVIL 10.23 PERMANENT ADHESIVE VINYL LABEL STATING "NO SMOKING WITHIN 25 FEET OF BUILDING" MOUNTED ON GLASS. REFERENCE SITE PLAN DETAILS FOR MORE INFORMATION. 10.24 SINGLE FLUSH OVERHEAD SECTIONAL, OR MECHANICAL INTAKE AIR LOUVER. ALUMINUM SIGN STATING "NO SMOKING WITHIN 25 FEET OF BUILDING" MOUNTED ON EXTERIOR WALL. REFERENCE A8 SERIES FOR DETAIL. 11.32 15-0" TALL MECHANICAL EQUIPMENT SCREEN, SCREEN TO BE REMOVABLE FOR MAINTENANCE 23.06 MECHANICAL EQUIPMENT. REFERENCE MECHANICAL DRAWINGS FOR DETAILS. 26.06 EXTERIOR LIGHTING TYPICAL, SHOWN FOR REFERENCE ONLY / DESIGN INTENT, REFERENCE STRUCTURAL AND ELECTRICAL DRAWINGS 32.17 STEEL TUBE BICYCLE RACK, REFERENCE SITE PLAN DETAILS FOR MORE INFORMATION 32.18 NEW SIDEWALK AND CURB, REFERENCE CIVIL DRAWINGS 32.19 NEW RAMPS, REFERENCE CIVIL DRAWINGS FOR SLOPE AND DETAILS 32.20 NEW STAIRS, SEE 15/A1.01 FOR DETAILS. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION SITE LEGEND PROPOSED CONCRETE LANDSCAPING JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, `0,1A 98104 t 206.324.4800 't'','V,,lW.JACKSONMAI N.COM RECEIVED Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ., N t� Q 00 C) w��' W �JQ H p p (n O Q-p F-- 0 Z � WQ� O J�p U co W U 0 Z Cj O Z u� o o r) W>-00 < W�p3: 0 u- 00 < -1 g u� �ZU�z � Oo �Q O O 2 �; in W H w z d tz z 0 J F 2 20 ¢ww0 0c/) U m Q Z wzzQ CD (D WILZ)¢:>:oo [if Q LL O U) O co a. O J J Z W Z W m coZ Y W(D U) L> 0 O Q — 10� W Q LL u- U W LLI (5 0 Ov IL o Q o 10 U 0 r z r N r N r CV c N r N N N LLI O N O N O N O N O N O N ¢m In � co N O O) O Lo Lo O L!� N N Q N N N 0000�-0 (.0— rl- O 5+0219 REGISTERED ARCHITECT KATERINA PROCHASm STATE OF WASHI€ GTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY: MG CHECKED BY: KP 0 0 N N O N 04 N TRUE PROJECT NORTH NORTH SITE PLAN SITE PLAN Al OO 0 JACKSON I MAIN ARCHITECTURE P.S. © 2021 h BLD2021-1384 TRASH LOCATION APPROVAL FROM CARRIER 1-1/2" O STEEL HANDRAIL, SHOP FABRICATED. FINISH PER ELEVATIC 11" (D ...... 12" ° :- -- COMPRESSIBLE JOINT FILLER TOP AND BOTTOM, TYP. DETECTABLE WARNING STRIP UNDISTURBED SOIL EASE EDGE 1/2 TYP. CONCRETE WALK EXIT C.I.P. STAIR AND PIPE RAILING 1/2" =1'-0" 11" MIN. 1" 0 Fo 1'-8" 2" DIAMETER STEEL TUBE BIKE RACK ANCHORED PER MANUFACTURE'S INSTRUCTIONS. POWDER COATED 4" CONCRETE SLAB U LONG USEABLE SPACE FOR BICYCLE. 2. MAINTAIN 30" BETWEEN EACH RACK. 3. MAINTAIN 15" CLEAR DISTANCE BEYOND RACK. 4. PREFERRED METHOD OF ANCHORING BIKE RACK IS TO ORDER BIKE RACK WITH STEEL FLANGE AND RAMSET BOLTS TO CONCRETE SLAB PER MANUFACTURER'S INSTRUCTIONS. BALE RACK -STEEL TUBE 1/2" = T-0" 4" CONCRETE SLAB BROOM FINISHED WITH 6x6 - W1.4 x W1.4 WWM. CONTROL JOINT RADIUS CORNER (2) - #4 CONTINUOUS BASE COURSE PAVEMENT EDGE WITH 6" CONCRETE CURB 1 1 /2" = l'-0" 3 STRANDS OF BARBED WIRE MOUNTED ON KNEE PROJECT AREA BOUNDARY LINE BRACE AS SPECIFIED KNEE BRACE TO OUTSIDE 6'- 0" FENCE POST WITH KNEE TOP RAIL BRACE FOR BARBED WIRE - - - - - CHAIN LINK FABRIC z TRUSS OR TENSION ROD AS I '\ ; I 12 4" OF 1/4" CLEAN, CRUSHED w , ` Il �. n, REQUIRED \` ROCK WITH NO FINES C° w Y I WITHIN PROJECT AREA io � I i. � ;- � 18"O CONCRETE FOOTING AT � I CORNER AND GATE POSTS, 12" o ?. r � I I � CONCRETE AT OTHER POSTS, GRADE LINE OF EXISTING ` ` - - ` , = - 'TYP. ° GRADE z = �I 0" MIN., 6" MAX. MESH TO _- - FINISH GRADE - _ 18"o CONCRETE FOOTING AT `v CORNER AND GATE POSTS, 12"0 CONCRETE AT OTHER POSTS, NOTE: TYP. 1. GATE POST AND CORNER POST: 2- 7/8" O.D. PIPE, SCHED 40 ASTM- F1083 2. LINE POST: 2-7/8" O.D PIPE, SHED 40 ASTM- F1083 3. GATE FRAME: 1.90" O.D, SCHED 40 ASTM- F1083 4. TOP AND BRACE RAIL 1.66 O.D. PIPE, SCHED 40 ASTM- F1083 5. TIE WIRE: MINIMUM 11ga GALVANIZED STEEL 6. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH FABRIC WITH 14ga, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS 7. GATE LATCH: 1-3/8" O.D. PLUNGER ROD WITH MUSHROOM TYPE CENTER CATCH 8. BOTTOM OF FOOTING MUST BE 6" BELOW FROST LINE CHAIN LINK SECURITY FENCE ELEVATIONS & DETAILS t- U Z) ry F- ry w 5 N A1.01 ' <V -- -- 4" SOLID CONCRETE CAP, SLOPE 1 /4:12" CMU PER STRUCTURAL WITH CONCAVE JOINTS co 4" CONCRETE SLAB -ON -GRADE ill STRUCTURAL DRAWINGS 6x 8" CONCRE E CURB 1 �� DUMPSTER - CMU WALL SECTION 3/4" =1'-0" INTERIOR L- EXTERIOR GALVANIZED METAL PANELS, VULCRAFT TYPE 3N, 3" DEEP 18ga OR EQUAL, SUBMIT COLOR FOR APPROVAL 8x 3/8" STEEL PLATE WITH )LES FOR CANE BOLTS EMBED CONCRETE SLAB WITH STUDS - :YOND .,, ENE BOLTS AT LOWER FRAME, SECURE TO 1/4" PLATE TO ANGLE FRAME. HINGE/ LATCH DETAIL AT DUMPSTER GATE 3" =1'-0" EXTERIOR INTERIOR TOP OF WALL - BEYOND 3-1/2x 3-1/2x 3/8" GALVANIZED STEEL ANGLE FRAME ALL AROUND, PAINT TO MATCH METAL PANEL 3" DEEP, 18 GA GALVANIZED METAL PANELS, WELDED TO STEEL ANGLE FRAME WELD 1/2" DIAMETER BAR ON ANGLE FOR CANE BOLT REST WELD COLLAR TO CANE BOLT BETWEEN GUIDES, COLLAR IS TO PREVENT CANE BOLT FROM BEING REMOVED 3/8x 2" STEEL STIFFENER BAR WELDED TO ANGLE FRAME A.C. PAVING EMBEDDED STEEL PLATE WITH HOLES FOR CANE BOLTS CONCRETE SLAB ° a ° SLOPED TO FRONT CANE BOLT DETAIL AT DUMPSTER GATE _EVATION EQ. 1x STEEL STRAP AT REAR FACE DOOR. WELD TO STEEL EQ LOF EQANGLE AT CORNERS 4" SOLID CMU CAP SPLIT FACE REINFORCE D CMU WITHJOINT 12'-8" STEEL GATES AND 6" DIAMETER POSTS. PROVIDE CORRUGATED METAL PANELS. MATCH BUILDING PANEL PROFILE AND COLOR. EQ EDGE OF CONIC. SLAB 8x 8x 16" SPLIT FACE REINFORCE CMU WITH STRUCK JOINT 6" CONC. CURB SLOPED CONC. SLAB NOTE: TREAT WALLS WITH ANTI -GRAFFITI COATING. TRASH ENCLOSURE DETAILS 1/4" =1'-0" 8x 8x 16" SPLIT FACE REINFORCED CMU WITH STRUCK JOINT LINE OF 6" x 8" CONCRETE CURB BELOW LINE OF 8" CMU CORNER, ONLY AT +I ALT. WERE BOLLARDS ARE USED I' RATHER THAN CONCRETE CURB (3) HINGES MIN. PER GATE WELDED OR CLAMPED TO POST GATE AND FRAME ALT. GATE POST LOCATION AT 8" CMU CORNER 6" DIAMETER SCHEDULE 40 GALVANIZED STEEL GATE POST. SET MIN 4' INTO GROUND WITH 18" DIA. CONC. FOOTING SIM TO BOLLARD DETAIL. FILL WITH CONCRETE, TYP. DUMPSTER GATE POST DETAIL DOME CONCRETE CAP 8" 0 (U.N.O.) STEEL PIPE BOLLARD FILLED W/ CONC. PAINT PER EXTERIOR SCHEDULE CEMENT WASH 12" 0 CONC. FOOTING BOLLARD - STEEL PIPE - CONC. FOOTING RECEIVED Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) 72 L O O d W� uj c Q U— Q 0 U) O Q-o z wQ� O JMo V J 0 z V Oz O o 2®W�� W Q e U�c z c ®o��o � <0 W w z d Lz z O O Qww��— °- ���w LO ao_> U ❑ z CD CD w U) w❑ mla�wzz❑ Q o 0 ❑LLU)0a_ m 0 Y w z O I j m m Z Y W U)W 0 O 0— f- � w ❑ U- LL. U w(Dww0� O cn U cn ❑ ❑of OU CL o Q 0 U) U) o z N N .- N — N r- N N N w O N O N O N O N O N O N QLo ❑ Ln N cc CO N cq N O 0) O O Lo t.f) O Lo L[') N N 0 M 0 G—O 0 ti 0 0 o 10219 REGESTERED ARCHITECT KATERINA PROCHASVA STATE OF 1AIASHINGTON PROJECT NO.: 20184 PROJECT MGR.: MC DRAWN BY. MG CHECKED BY: KP SITE PLAN DETAILS Al 0l ■ JACKSON I MAIN ARCHITECTURE P.S. 9)2021 1/2"=1'-01, I I I 7-1 SD J_..__. G _ _ G C _ ��._ G < ��—� __ _ cw... ........ ... _ G* ASPHALT I _e_ ____ _ I � � � I__ t. � POTHOLE AND VERIFY ALL i I \ 3 CROSSING UTILITIES ON STORM e OUTLET FROM SITE PRIOR TO I --- S Ss __ . ss -- sS sS j j . j_ I - CONSTRUCTION ANTHONY GUEST < �ASIGN, 15 MAINTAIN EXISTING a% I I I I —I I 1 I FRONTAGE SLOPE ADMIRA WAY I �I ITOWARDS EXISTING CB s. 12.42 TOC: 12.92 12.99 (7RAUINC3 ANU DRAINAGE PLAN SCALE: 1" = 10' 10 15 . . . . UTILITY CROSSING . . . . . . . . . . . . . . . . . . . Lu . . . z r IE (GAS'LINE): UNKNOWN; FIELD VERIFY FINISHEDGRADE IE (12" DIP STORM): 8.88 O 10 . . . . . . . .38LF ^ 12" DIP @ 0.5%. . . . . . . . . �. EXIST CB #1544 RIM: 11.51 IF (12" CONC NNE): 9.21 IE (12" CONC S ,t): 8.86 ----fir UTILITY CROSSING UTILITY CROSSING IE (8" CL WATER): 7.50 5 IE (8" CONC SEWER): 7.74 ' ' ' ' ' . . . . . (FIELD VERIFY) . . . . . . . IE (12" DIP STORM): 8.95 IE (12" DIP STORM): 9.01 ADMIRAL WAY STORM PROFILE 0 5 10 20 15 TYPE I CB (INSTALL BACKWATER VALVE ON NW IE DOWNSTREAM OF CB) RIM: 11.44 10 IE (12" PVC SE): 9.08 IE (12" DIP NW): 9.08 2 3 \Cl,2AE3,C3.V 5 GRADING AND DRAINAGE PLAN NOTES: 1. SOILS REPORT REPORT NUMBER: 0173039.010.011 PREPARED BY: LANDAU ASSOCIATES DATED:10/04/2021 2. A MINIMUM OF T HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY OWNED LINES. 3. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDING ROW): 23,598 SF - NEW BUILDING: 7,294 SF ROOF AREA. RUNOFF ROUTED TO PUBLIC STORM MAIN THROUGH ROOF DRAINS. - NEW SIDEWALK: 1,221 SF. RUNOFF COLLECTED BY CATCH BASINS. - NEW DRIVEWAY: 12,251 SF. RUNOFF COLLECTED BY CATCH BASINS. - LANDSCAPING: 1,820 SF. RUNOFF COLLECTED BY CATCH BASINS. - ROW SIDEWALK: 1,934 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. - ROW DRIVEWAY: 898 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. 4. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 30 CU YDS TOTAL EMBANKMENT (FILL) - 530 CU YDS TOTAL 560 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN 8" MIN FROM WOOD. NON -WOVEN GEOTEXTILE SEE STRUCTURAL DRAWINGS FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 6" DOWNSPOUT TIGHTLINE FINISHED GRADE TO CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE O ON EITHER SIDE OF 000.0 ° FOOTING DRAIN) � 00 O O 0 O o 00 °Ooo a LINE OF MAX EXCAVATION. �0 O ° o 00 a IF SOIL IS OVEREXCAVATED, O O OOO 0 REPLACE WITH LEAN MIX p 0 CONCRETE 1 1 a a a < a aid a a a � FOOTING AND ROOF DRAIN SECTION SCALE: NTS BLD2021-1384 FOOTING APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION k 01/ 20122 O o �>=0 Lu Q w cj�JQ LL n 3: O o�� Quo z � O � wQ2 O J�o CL U co w V ) Q Z CD Oz W W�00 Q 0 Q J 05 w�Q�Q LL. O �cn I— zv:E� I..L ­5 Q 0 O �Qa. Q -Iqtw J � � J O Z z 1—U)g pm co J D U w u cow co w oz`,L� w o (D In w co Lu IL w 0 cf) cn O z W N (V N N Q W N o CO in O O C`V 0 Ch O O .- O O — O 6NGIN66RING 250 4TH AVE. S., SUITE 2D0 EDMONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG GRADING AND DRAINAGE PLAN AND DETAILS C301 JACKSON I MAIN ARCHITECTURE P.S. © 2021 SCALE: HORIZ: 1" = 10% VERT: 1"= 5'