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FIELD CHANGES REV Main Street Commons - SS-GI C3.0 2023-06-06 Slope coordType 1 w olid Lid 81.29 N 79.64 4" PVC E 78.64 12" DI S 78.29 12" PVC M 76.94 I/ N co �- W \ 3 Hour V Parking T� d �. a aI A. o. ° ° C P 3 ° °. ial--- ° I a NW Idg /,r"/, 0.01' S cod Fence C ween Bldgs rn 0 3 N o 0 0 CB Type 1 w Solid Lid GE 83.62 IE N 81.87 4" PVC IE W 81.07 12" DI BTM 79.52 CB Type 1 w Solid Lid GE 84.97 IE W 82.47 12" DI IE S 83.62 6" PVC BTM 81.27 0 / J1-D d / \ I \ I \ a / DD Conc. Curb & Gutter (typ) / d / WATER SERVICE CONNECTIONS BY CITY OF EDMONDS / V) / Fog Line CONTR/ WATERACTOR SYS EMOSIZCONFIRM F SIZES WITH � MAIN STREET PLUMBING DESIGNER PRIOR i TO CONSTRUCTION, AND03 �� EX FIRE HYDRANT Asphalt / COORDINATION WITH CITY __13 8LF4"FWDI \ 2" WATER SERVICE METER IL T�� ,e \ RESTRAINED PIPE FDC W/4" CV (RJ) Found 6 CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL a W/VALVE BOX T \ -� Surface Mon C`.2 NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN \ ��FDC 3 Hour \ COLOR TO THE REMAINING EXISTING SIDEWALK \ Parking \ STOP SIDEWALK SHALL BE SCORED TO MATCH EXISTING \ CONCRETE STAIRS 3 2" WATER SERVICE lower Hangers (SEE LANDSCAPE) \ \ METER n utility PoI \ CONNECT TO EX WATER SERVICE \ FOR IRRIGATION SERVICE - $ .' o- ° a a ° .. °° $ i. Concrete ° o • i a. g ° ... e F - - °� o 0 0 CONTRACTOR TO CONFIRM ° r7a .' ° °.... arm ® Condr e . ° ° ° 4 �5D ° ° ° �'° ° a �a cD 9 ° °a d c \ LOCATION OF EXISTING WATER ° a , _ SERVICE SEE IRRIGATION PLANS ° a ° d ° . �, °� < . a . a ° a ° a a o ° o FOR CONTINUATION d ° ° 4 ° Con6�ete$ Walk ° 38 LF 4" FW DI ° a ° / `'4A a Irri ation x3 ' . ° oQ 16 LF 2 POLY W . °. RESTRAINED PIPE ° ° g G °o d 'C Car 6&har2er. ° G G ° o a d° °° P1 0� O ° /5 9.9 8' 9 9 �4• 4 I CONNECT TO EX 6" SERVICE 3 ' d ° A 6"X4" REDUCER (MJ) a a � ° I T 1 ° ° 4" DCDA PER CITY OF EDMONDS L-" 41 ° F ° ! 91°. �. STANDARD PLANS WA-142A AND WA-142B I °° ° ° a ' ' e °.. a d ° --- --�--r ° ON 1. '------------! PVL° 8 °46 CONTRACTOR TO PROVIDE SUBMERSIBLE I AUTOMATIC SUMP PUMP IN BOTTOM OF-Jr-s--- .r-- VAU SUMPT PUMP TO DISCHARGE TO PROPOSED i / FF 87.25 ° PUMP STRUCTURE (SEE DRAINAGE PLAN, (1) 45° BEND (RJ) FF 92.0 ° d SHEET C2.0) VIA 1" SCHEDULE 80 PVC 10 0 THRUST BLOCKING CB Type 1 w LINE I I. Solid Lid A I a� I� CONNECTION TO BLDG SS GREASE WASTE 91.42 COORDINATE ELECTRICAL REQUIREMENTS I 0 AL COORDINATE LOCATION AND INVERT ELEVATION 1 89.17 8" DI AND ROUTING FOR SUMP PUMP WITH ° ° o 4 FIRE SERVICE 89.17 12" DI d / ELECTRICAL CONTRACTOR. a CONNECTION TO BLDG. W/MECH PLANS PRIOR TO CONSTRUCTION OF 89.17 8" CP I GRAVEL SURFACING ° ANY PORTIONS OF THE DOWNSTREAM SYSTEM 89.22 8" DI I (SEE LANDSCAPE) 0 SEE MECH PLANS FOR H 87.87 ° ' d 0 CONTINUATION CONNECTION TO BLDG SS CONCRETE STAIR COORDINATE LOCATION AND INVERT ELEVATION I (SEE LANDSCAPE) I ; 0� FF 87.25 W/MECH PLANS PRIOR TO CONSTRUCTION OF ° I PAVERS --89 LF 4 FW DI ANY PORTIONS OF THE DOWNSTREAM SYSTEM I --RESTRAINED PIPE 79 LF 2" SS #1 6" SSCO 1 SE LS '° aa1° I ° d (SEE ) p POLY W RIM 87.25 c3.3 104 LF 2" POLY W °'CONNECT TO 2" IE 82.22 CONCRETE .. I DOM WATER d y'° . a WALKWAY (TYP) d 1 SS #J% -° V$CO �� -SEE MECH -I 4 LF 6" CONCRETE STAIRS SCORING 1 \. ° car Charg r C3.3 RIM 87.03 IFF 87.1 4 EPLANS FOR C- = SS (SEE LANDSCAPE) LAYOUT AND Ca I I _CONTINUATION 1 CONCRETE °( I IE 84.31 _����� -_ I - 32.75% FINISH PER LS (1) 4" 45° BEND (R L L t F / Lot 1 STADIUM SEATING F�90� CONNECTION TO BLDG SS GREASE WASTE 3 SEE LANDSCAPE �.° : THRUST BLOCKING ( ) °I ` CB TVDe 1 GE 92.04 IE W 90.29 8" DI IF E 90.24 8" DI BTM 89.59 CB Type 1 GE 92.07 F NE 89.27 12" DI E W 89.22 12" DI BTM 88.57 d CB Type 1 GE 92.31 IEW90.468' BTM 90.11 W Asph St �SD_ CB Type 1 GE 92.71 IF SE 89.46 12" DI IE SW 89.41 12" DI BTM 89.01 CONCRETE CURB AND GUTTER PER CITY OF c33 EDMONDS STD DETAIL CITY OF EDMONDS TREE GRATE 10 (3'X3') C3.2 SEE LS PLANTING PLAN FOR TREE INFORMATION Lot 15 COORDINATE LOCATION AND INVERT ELEVATION Lot 7 ° �� / LLL 1' I EXISTING UTILITY POLE TO REMAIN W/MECH PLANS PRIOR TO CONSTRUCTION OF d . ° 0 IT - - - - - - - - - - - - �.- - - - - - - - - - - - - - - - ° d d ANY PORTIONS OF THE DOWNSTREAM SYSTEM I I a ° ° ` ° ° ° °d ° ° IS A -EXISTING CAR CHARGING STATION > cal I ' 21 LF 4" FW DI ° ' a 1 0 � a `°° d ° � � I N TO REMAIN 0 I , RESTRAINED PIPE ° o ° » ( 1 4 X4 TEE FLXRJ 0 ( ) a ° °° -1 4 L 6 d ° as °`4 ° ° I SEE LS PLANTING PLAN FOR TREE 10 ,� „) 4 P Y SPOOL AS NECESSARY I P. 25 LF 4 FW DI RESTRAINED PIPE SS d. SS #4 6 SCO�, ° ° 1° ° ° 4 �a ° ° ° I a INFORMATION C3.2 THRUST BLOCKING �a° �-°' =32 75% g d I RIM 87. _ 37 LF 6" SS @ 5.2% I j�d ° d ° ° ° ° IE 82.22--�, v•. --- a ° ° Q ° ° W a PROPOSED GAS SERVICE �° 1 ---_.--*--� a° a�a5'. I SHOWN FOR REFERENCE ONLY, 28 LF 4„ FW DI I ° ` ° ' .Q d ° °� I° ° d "'a �•.� ;� d o DESIGN BY OTHERS CONNECTION TO BLDG SS RESTRAINED PIPE g: I ° d M „ (1) 4 45° BEND (R I ° <° d ° °. 1 :a 1 I COORDINATE LOCATION THRUST BLOCKING Io ..°� ° a d °° ; ,Q ° 0-)> REINSTALL 3 HR-PARKING SIGNAGE AND INVERT ELEVATION FF 87.10 ' 9 °L �a °� � CONCRETE STAIRS ° °. ° a ° ° i N � PROVIDE NEW SIGN POST PER COE W/MECH PLANS PRIOR ad i °° (SEE LANDSCAPE) 714 -- ° ° ° \ °'.d o a STD DETAIL TR-572 TO CONSTRUCTION OFSS I I 3 �° ----- - ° ° ° ANY PORTIONS OF THE c�RIM 86.83 ' ° a » -�..���° °° I PROPOSED ELECTRICAL CONDUIT ° DOWNSTREAM SYSTEM IE 82.38 I a as LF 6" S 2.0% d ° a° ° 67 LF 6 SS ©2.5�° ° �° a -�.. -- , II .° ° Lo I DESIGN BY ELEC DESIGNER A SS #5 6 SSCO 1 I a 441 ° d d° ° 4 LF 6" SS ©2.0% a° ,°. E� 88.57 8" CP d 2 6" SSCO CRIM 89.15 a , 7, '° IE 81.54 ° • BTm 87 a d o' CONCRETE NEW CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL FOR SIDEWALKS SHALL MATCH CLOSELY IN 1 W 12" CAST IRON LAMPHOLE IE 81.40 I \ d Jr) N COLOR TO THE REMAINING EXISTING SIDEWALK • ° I SIDEWALK SHALL BE SCORED TO MATCH EXISTING I / 18 LF 6 SS I ° IE 81.15 C3.3 COVER W/1/2" HEX BOLTS � 4•9% ° ° RIM 84.99 °.� s ° CONNECT TO 2" DOM ' ° - -J �� ��`�I c�3�2 IE 77.16 I e, 5 �'�, WATER SERVICE COORDINATE I d a I° . • �Q �' 4�5.4 I I I / IE E 91,46 6 L,SW Eldg Corner LOCATION WITH MECHANICAL • a .a . I •d ■ I I iE_ E_ _zI - d ° I CITY OF EDMONDS TREE GRATE 10 0.04' E 0.27' N 4" FIRE SERVICE ° CONNECTION TO BLDG .du I I I ° SEE LS PLANTING PLAN FOR SEE MECH PLANS FOR UP I CONTINUATION ° TREE INFORMATION I d I i N 8 '58'5 E 9.98' 7 LF 4" DI W N 89*58'53" E IE 80.53 �3000 1 ADA PARKING STALL SIGN \ •. P:a .-' �j. L - TRASH AND RECYCLING EI:127. ALLEY PROPOSED As halt A GALLON GRAVITY GREASE INTERCEPTOR W/ VAN ACCESSIBLE U1Le' / . • a �• '° a°I •a I AREA WITHIN BUILDING FOOTPRINT SEE ARCH D D D D 4" 90° BEND RECYCLING ENCLOSURE - - -- �� LOCATION DESIGN BY --- 6 LF 6 D D / / ° Cn / (1) (RJ) R °� PLAN - - - THRUST BLOCKING I PER ARCH SS 2.5% LIDS TO BE H-20 RATE AC PAVEMENT (TYP) 9 / . L°•°, ,..p .. 6.5 LF 6" SS - - ALL _ia _ OP C� C - • I4. CONNECT TO EX 8" DI SS © 2•0% 1 1 CONCRETE PAVEMENT `' WITH LMK CONNECTION PER - - Q3.2CONDUIT 0 0 DESIGN BY ELEC -WHEEL STOP - =--- -- . -- - o I --- CITY OF EDMONDS UTILITY - - ' xDESIGNER �(TYP) -' x 0 8 _ \ ENGINEER IE 77.03 f PROPOSED GAS SERVICE 57 4 I I CONNECT TO EX 8" DI SS WITH LMK - PROPOSED TELECOM I I CONCRETE 11 - C� CONTRACTOR TO COORDINATE REFERENCE PER CITY OF EDMONDS \ 6D \ AND CATV SERVICES I I PAVEMENT .2,L W/CITY OF EDMONDS AND ONOLY,NDEOS DESIGN A it ,, ,I - 1 r SS N. 6" SSCO UTTIILITYCENON GINEER C� � I (TYP) SHOWN FOR I I CONFIRM LOCATION AND OTHERS W/12" CAST IRON LAMPHOLE IE 80.1 1 f CONTRACTOR TO COORDINATE W/CITY OF Aspialt Parkin p 9 REFERENCE ONLY � I I r INVERT ELEVATION PLANS PRIOR TO CONSTRUCTION OF PROPOSED TELECOM AND Buil ying COVER W/1/2" HEX BOLTS 1 cC EDMONDS AND CONFIRM LOCATION AND \ ADA SYMBOL I (/ DESIGN BY DESIGNER ELEC 0 CATV SERVICES (TYP) SHOWN RIM 87.51 ELEVATION PLANS PRIOR TO C & BLOCKOUT �11 U� ANY ANY PORTIONS OF THE FOR REFERENCE ONLY IE 80.26 CONSTRUCTION OF ANY PORTIONS OF 0 STRIPING UPSTREAM SYSTEM DESIGN BY ELEC DESIGNER I THE UPSTREAM SYSTEM 30' �R/W L CONCRETE CURB AND(a) GUTTER PER CITY OF Q�3- EDMONDS STD DETAIL (SEE LS FOR SCORING) PROPOSED TRANSFORMER LOCATION CONTRACTOR TO COORDINATE W/ELECTRIC DESIGNER AND d ELECTRIC SERVICE PROVIDER FOR FINAL DESIGN AND CONNECTION LOCATIONS 15' WIDE CONCRETE DRIVEWAY APPROACH f C3 PER CITY OF EDMONDS STD DETAIL NOTE 1. CITY OF EDMONDS WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE WITH CITY FOR TV INSPECTION. 2. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS, INCLUDING WITHIN THE ALLEY, SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. 3. UNDERGROUND WIRING REQUIREMENTS OF ECDS 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND I 10 0 5 10 20 Scale 1=10' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) -231- - EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY CONCRETE PAVEMENT .°:. PAVERS ASPHALT (AC) PAVEMENT • HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB L L BIORETENTION AREA O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN 75 CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 - STORM DRAINAGE PIPE ----------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS UP ELECTRICAL LINE r TELEPHONE LINE c GAS LINE SS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION OO SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION NOTE: SEE SHEET C3.1 FOR UTILITY CROSSINGS Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirmingg and correlatin dimensions at the job si%. The Architec�will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave Suite 201 Seattle, WA 98101 P. 206.725.1211 f. 206.973.5344 ngineering pIIc www•Ipdengineering.c �FCIS/ b �� SIONAL r'I . I'�' OZD Permit Set ISSUED: 2022.02.10 E H FT PAVILLION 2023.03.27 CTYD REV 2023.05.05 SS -GI REV 2023.05.26 SS -GI REV 2023.06.06 SS -GI REV UTILITIES AND PAVING C3.0 CITY ENGINEERING DIVISI❑N