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Main Street Commons - SS-GI 2023-05-05Type 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 � - - �- W � 3 Hour � Parking \\ -� ° - a � -�' �. a aI �, I` ° ° ° I `' a P 3 ° °. � ial �--- ° I a NW Idg orne� I 0.09' E & 0.01' S ood Fence C �ween Bldgs rn 0 �/ � (V o 0 o � CB Type 1 w Solid Lid GE 83.62 IEN81.874"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 IES83.626"PVC BTM 81.27 0 /\ / 9� d / \ I 1 I 1 a d / � d. d a �� SD m� >\ da � a as a d a / ,/ Conc. Carb & Gutter (typ) / d � / WATER SERVICE CONNECTIONS / � � [�, / BY CITY OF EDMONDS / (� / Fog Line / WATERASYSTEMOSIZOESFWIITH � � PLUMBING DESIGNER PRIOR MAIN STREET � � j i �� a � TO CONSTRUCTION, AND � �� EX FIRE HYDRANT Asphalt � / COORDINATION WITH CITY �� 2" WATER SERVICE METER � I�U� � , � T�� ,e � RESTRAINED PIPE FDC W/4" CV (RJ) Found -, _ _ _ � W/VALVE BOX � T � � � � � g � Surface Mon CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL a� � ' c� 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 Pol \ � i \ CONNECT TO EX WATER SERVICE °�_ � ' a ° � � � \ I FOR IRRIGATION SERVICE - • $ .' io- �,... ° ° a .°' � ° a- �; �-� °000 �° C/� 1 000 � I I a ° .. � °° $ i. Concrete <° . ° o � a d _ � � • i a. g ° ... e F - - °� o 0 0 CONTRACTOR TO CONFIRM ° Ma . � � ' � ° ° °�.... arm � � � ® � Condr e , o ° ° 4 �5D ° ° ° �''° ° a �a i5�D 9 ° °a d c � \ ° d 000 a LOCATION OF EXISTING WATER ° a , _ ° - ° SERVICE SEE IRRIGATION PLANS ° � a ° d � ° . d �, � d . < . a . ° °.�. a ° a ° � a ° . °. a o I a ° .° o FOR CONTINUATION d ° 4 Con6�ete$ Walk ° 38 LF 4" FW DI ° a ° ° / ` 4° a Irri ation x3 ' ' ° a o° 16 LF 2 POLY W - � a . d. RESTRAINED PIPE ° ° g a °o ° d a Car �har(7er. ° a a ° o a d° � a ° °° P1 0 °. a a °, � a ° a o ° a • o� / 1 ° ,5 9.9 8' 9 9 1 I ��. 4 t CONNECT TO EX 6" SERVICE � 3 � � ° ' � d ° A � � 6"X4" REDUCER (MJ) i � d °° 1. � F�° �_° -4 ; a a" x � �� °� d ° d ° a a � ° � T 1 ° � ° 8'D � . ° ° ° 4" DCDA PER CITY OF EDMONDS '�� 41=w ° d ° ° F a ° ° � ° � 91°. � a � -� ° ° ° ° _ �� . '• . STANDARD PLANS WA-142A AND WA-142B I + �° � °° ° ° ° ° a ' � ° a ��- a '. l.° �. CONTRACTOR TO PROVIDE SUBMERSIBLE I .i. d ° a ° :. ° �° � � AUTOMATIC SUMP PUMP IN BOTTOM OF ° �.-�--$-------�--=° / a° g a° d I SUMPT PUMP TO DISCHARGE TO PROPOSED ' �° - ° `i ' / FF 87.25 � ° I I PUMP STRUCTURE (SEE DRAINAGE PLAN, � as �; 0 (1) 45° BEND (RJ) FF 92.0 ° ° � a � �,, d SHEET C2.0) VIA 1 " SCHEDULE 80 PVC IO � � � 0 � THRUST BLOCKING CB T e 1 w II � `� LINE I � solid Lid A I � 3°° ° a� I� � CONNECTION TO BLDG SS GREASE WASTE �� 91.42 °° ° COORDINATE ELECTRICAL REQUIREMENTS I � � 0 � COORDINATE LOCATION AND INVERT ELEVATION � 89.17 8" DI � � ° � � AND ROUTING FOR SUMP PUMP WITH � ° a ° o � 4 FIRE SERVICE 89.17 12" DI d 4 / ELECTRICAL CONTRACTOR. � a � CONNECTION TO BLDG. W/MECH PLANS PRIOR TO CONSTRUCTION OF 89.17 8" cP I GRAVEL SURFACING � � ° ANY PORTIONS OF THE DOWNSTREAM SYSTEM �' 89.22 8" DI ' � I (SEE LANDSCAPE) � I� 0 SEE MECH PLANS FOR � �iB 87.87 ° ' �° � � �� d 0 � � CONTINUATION CONNECTION TO BLDG SS �� ° ° ' � I � CONCRETE STAIR � g � I COORDINATE LOCATION AND INVERT ELEVATION � ° i � I (SEE LANDSCAPE) I ; II °� 0� FF 87.25 W/MECH PLANS PRIOR TO CONSTRUCTION OF ° �° � � '� I PAVERS --89 LF 4 FW DI ANY PORTIONS OF THE DOWNSTREAM SYSTEM � I --RESTRAINED PIPE 79 LF 2" SS #1 6� SSCO 1 9 � ° _ °. a a° SE LS '° aal° I ° d ( E ) � � p °° �� POLY W RIM 87.25 c3.3 I I 104 LF 2" POLY W °' i� °� j ° -CONNECT TO 2" IE 82.22 � CONCRETE ' d � . ° I DOM WATER d° I y� � � ° . � � a � WALKWAY (TYP) ° I 1 SS #J% �° V$CO � �� ° ' � °° -SEE MECH -I � 4 LF 6" CONCRETE STAIRS SCORING 1 \. °° ° � car Charg r c� RIM 87.03 � IFF 87.1 � I4 ; o ° CPLANS FOR �- = SS @ (SEE LANDSCAPE) LAYOUT AND c� I ' '° ° . �aa: � I CONTINUATION 7 � CONCRETE °( � I IE 84.31 _�� -_ I - 32.75� FINISH PER LS �I"i�'nn ��5� ' °Ii Q.� (1) 4" 45° BEND (R L L t F / Lot 1 STADIUM SEATING F�9�0� �dl . � d.°° a I CONNECTION TO BLDG SS GREASE WASTE '° 3 SEE LANDSCAPE � .° : THRUST BLOCKING ( ) °I ` � ` ° CB Tvoe 1 GE 92.04 IE W 90.29 8" DI IE E 90.24 8" DI BTM 89.59 �\\ CB Type 1 GE 92.07 IENE89.2712"DI IE 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 IE SE 89.46 12" DI IE SW 89.41 12" DI BTM 89.01 CONCRETE CURB AND GUTTER PER CITY OF c3�.2 EDMONDS STD DETAIL CITY OF EDMONDS TREE GRATE 10 (3'X3') c SEE LS PLANTING PLAN FOR TREE INFORMATION Lot 15 COORDINATE LOCATION AND INVERT ELEVATION Lot 7 ° I ° �� / � I EXISTING UTILITY POLE TO REMAIN W/MECH PLANS PRIOR TO CONSTRUCTION OF � a � °�- 0 II d I ANY PORTIONS OF THE DOWNSTREAM SYSTEM i I 0 a ° ° ` ° a ° ° 4 ° ° ° I EX TING C R CHARGING STATION ° �, �, ,r ,, cal I ' ° a °: 21 LF 4" FW DI 0 ° ° 1'. ° a°° d d ° °� G � I TOISREMAINA o I , RESTRAINED PIPE A ds 41p I =/i o I a ° y ° ° a° ° ° � ° ° °. W � CITY OF EDMONDS TREE GRATE 3 X3 ( ) a (1)4 X4 TEE (FLXRJ) I a° _ _ � 4 LF 4 ° °d ° � ° � d ° ° ° ° �. a d ° 1 ' ,� SEE LS PLANTING PLAN FOR TREE 10 - - �� „ 4 P Y S OOL AS NECESSAR � aP ° 25 LF 4 FW DI [ � RESTRAINEDI PIPE SS @ ° 4 j � a SS #4 4 SSCO d ° = d ° d 1° ° d � ° ° I � � � a INFORMATION C3.2 �' THRUST BLOCKING � �°° ,� ° d I C32.75� - 8 I °RIM 87.24 � ° a _ � .� 41 � : ° - W ° 38 LF 6" SS @ 5.2� I % � °° °d ° IE 82.22 ti �`---�..�,a ��- a 1 PROPOSED GAS SERVICE • ° � �� 4 ad � ° 1a a � _.�. �� ° a� /W� a a5 I , � SHOWN FOR REFERENCE ONLY , „ I 28 LF 4 FW DI d ° ° d ° � ° � _ ° ° °°Q d d a° d i �•...;•� ' 1 I I � e o DESIGN BY OTHERS CONNECTION TO BLDG SS RESTRAINED PIPE a � ° d � I ° � ° (1) 4 45° BEND (R I ° ; ° ° d ° �° ° a ; ° � ° " �I ` � • Q 1 -a I � COORDINATE LOCATION ° � M THRUST BLOCKING d ° ° �:° d � °° d ; I � � , REINSTALL 3 HR-PARKING SIGNAGE AND INVERT ELEVATION FF 87.10 °� � CONCRETE STAIRS ` ' ° ° a � ° ° � � , I I � I � PROVIDE NEW SIGN POST PER COE W/MECH PLANS PRIOR gd i °d � (SEE LANDSCAPE) -� �° ° °° \ � -o ° STD DETAIL TR-572 TO CONSTRUCTION OF 1 SS #6 6� SSCO � ' 3 -�-"--� a � ° � II d � ANY PORTIONS OF THE c� RIM 86.83 ' '° ° o ° a '~"� .�.� �° ; 'I'll � a °° I ° v PROPOSED ELECTRICAL CONDUIT a ° ° ° " DOWNSTREAM SYSTEM IE 82.32 °° ° 27 LF 4 SS @ 2.0� d ° a° ° F 2.0� ° a 56 L 6 SS @ a -� ��.. � -� s .°° _ Io I - DESIGN BY ELEC DESIGNER a ° ° ° ° � ° ° � ° °° ° 50 ° LF 4" SS @ 2.4� d' ° ° a ° ° � ° °�. � I 1 a �o 1 SS #5 A SSCO ' ° `' d. ,°. °• � E `�•88.57 _ 8" cP ° °.. ad °I° I �, � CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL 2 6T SSCO c� 8 � ° aJ. Brl� 87 °° a ° � � NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN �W/12" CAST IRON LAMPHOLE � IE 81.78 ; ° ° ` ;° �:• � ° , a°s � • • ° , � I d °. \ � � N COLOR TO THE REMAINING EXISTING SIDEWALK c� COVER W/1/2 HEX BOLTS � a° ° d d I SIDEWALK SHALL BE SCORED TO MATCH EXISTING I `-' RIM 84.99 °.� s a. ° CONNECT TO 2" DOM � •°4 � - �� - � �� . u I cam? WATER SERVICE COORDINATE l °°dal° o �Q �' 4�5.4 I I � ° I � / IE E 91.46 6 D �-SW Bldg i orner LOCATION WITH MECHANICAL • ° • a .a . I • d • ■ I I i � � � � - ° -. •° •° •° �I °.d ° I CITY OF EDMONDS TREE GRATE 10 0.04' E � 0.27' N 4" FIRE SERVICE a I � CONNECTION TO BLDG d •° �� • .a °� • �Q - ' . ' '®a `' • a I d d 3 X3 SEE MECH PLANS FOR � •d � s I I I � SEE LS PLANTING PLAN FOR / ° , I �° / / / / � CONTINUATION a �l. °' � I e � °° `' ° d ° TREE INFORMATION .. . ° I N 8 °58'5 E 9.98' 7 LF 4" DI W 9°5 '53" E 1� .ADA PARKING STALL SIGN \ � I •. P:a ._' �j. L � - TRASH AND RECYCLING �- � ALLEY AS host " 17 LF 6 SS II @ 2.0� MIN W VAN ACCESSIBLE / �° � `'u`�`� � � � � _ - I ��: � °a � • "� � a° � I:•a AREA WITHIN BUILDING Er127. - RE� CLING � � // a�� ° ° �°�a I � �� FOOTPRINT SEE ARCH S S �� - (1) 4" 90° BEND (RJ) ENCLOSURE - - - - ---- �-_------- � --- � � / '� •� •a�. � � � � � PLAN � - _ _ - =--- _ � ; - � � ,THRUST BLOCKING »� i � � PER ARCH 1 �' ,- - 6LF6 - - '' AC PAVEMENT (TYP) 2 g / 11 -+1- � PROPOSED 2.0� C3.2 C � � 1'a I-- CONNECT TO EX 8" DI SS ©2•0% CONCRETE c3. PAVEMENT ELECTRICAL _ - � WHEEL STOP � � � I I. ° : ° ` e -__ I I ------ ___ WITH LMK CONNECTION PER I - - - CONDUIT � ---� - _ x - __ _ o I CITY OF EDMONDS UTILITY - - 3000 GALLON GRAVITY BY (nP) c`3_�2 `� ';;�� - - � n � 8 _ __ -�N � �� ENGINEER �IE 77.03 f PROPOSED GAS SERVICE 57 4 � GREASE LOCATION INTERCEPTOR DESIGN BY _DESIGN � ELEC DESIGNER ,_ � � >, CONNECT TO EX 8 DI SS WITH LMK / / / / PROPOSED TELECOM � I II CONCRETE 1 1 I ___ - C3.3 CONTRACTOR TO COORDINATE SHOWN FOR REFERENCE OTHERS CONNECTION PER CITY OF EDMONDS � � AND CATV SERVICES � I - I PAVEMENT__/I W/CITY OF EDMONDS AND ONLY, DESIGN BY � 6A SSCO UTILITY ENGINEER C3.3 � l i I I I `� L CONFIRM LOCATION AND INVERT ELEVATION PLANS OTHERS PROPOSED TELECOM AND W/12" COVER CAST IRON LAMPHOLE „ BOLTS IE 80.98f CONTRACTOR TO COORDINATE W/CITY OF / � REFERENCOE DESIGN BY ONLOYR ELEC I � I 0 PRIOR TO CONSTRUCTION OF Buil ing I W/1/2 HEX c3.3 EDMONDS AND CONFIRM LOCATION AND ADA SYMBOL �4 DESIGNER I I CATV SERVICES (TYP) SHOWN RIM 88.40 � INVERT ELEVATION PLANS PRIOR TO c� � BLOCKOUT �� (� ANY PORTIONS OF THE FOR REFERENCE ONLY IE 81.1 CONSTRUCTION OF ANY PORTIONS OF STRIPING I UPSTREAM SYSTEM DESIGN BY ELEC DESIGNER I THE UPSTREAM SYSTEM G� 30' R/W L CONCRETE CURB AND GUTTER PER CITY OF c� 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 PER CITY OF EDMONDS c STD DETAIL NOTE 1. CITY OF EDMONDS WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE WITH CITY FOR TV I INSPECTION. 2. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS, INCLUDING WITHIN THE ALLEY, SHALL BE I 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 I UNDERGROUND I 10 0 5 10 20 Scale 1�=10' LEGEND - - PROPERTY LINE / �230� EX CONTOUR (INDEX) � � -237- _ _ EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION /�� EX BUILDING /////////////� PROPOSED B U I LD I N G a° 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 OD CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 - STORM DRAINAGE PIPE ------------ FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT o FOOTING DRAIN CLEANOUT • DOWNSPOUTS uP ELECTRICAL LINE r TELEPHONE LINE c GAS LINE y-s 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 ' '\ `. \�\ \. ,E�� \ `�. 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 anc� appropriate compensation to the Architect. The General Contractor is responsible for confirming 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 pllc www.lpdengineering.c � • '� • ►\ ,�\ � _ i'� � • �FCI S 7 'Cg�'O �'`�' �� SIONAL E�� ao r'I _ I'�'OZD Permit Set ISSUED: 2020.07.17 PERMIT 2022.02.10 E H FT PAVILLION 2023.03.27 CTYD REV 2023.05.05 SS -GI REV UTILITIES AND PAVING C3.0 CITY ENGINEERING DIVISI❑N