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Pages from REFERENCE Vault Location APPROVED ENG BLD CIVIL PLANS - BLD2019-0528 (1)�Type1 w olid Lid 81.29 N 79.64 4" PVC E 78.64 12" DI S 78.29 12" PVC M 76.94 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 IE S 83.62 6" PVC BTM 81.27 ° � � � � ° ° � 4 � � I a I ------ ------- �-�- � � � � � d � d a / � / ; Conc. Curb & Gutter (typ) / /\ / 9 d / �� CBT e1 GE 92.04 I \ IE W 90.29 8" DI \ a IE E 90.24 8" DI I � BTM 89.59 I d e m d c o d 4 a � / j S� �� / / ;' // WATER SERVICE i � � ///�j//////,��� '' CONNECTIONS BY CITY OF / �/ / / Fog Line / EDMONDS. CONTRACTOR TO �! � �' SIOZESI WITHAPLUMiNCEM t MAIN STREET � �� � a � � DESIGNER PRIOR TO � �� EX FIRE HYDRANT / / CONSTRUCTION, AND i �° I COORDINATION WITH CITY � � ° / - , �- _ _� - - _-�_ _ 8 LF 4 FW DI 2" WATER SERVICE METER _ - � RESTRAINED PIPE \ �a FDC W/4" CV (RJ) Found � W d � - � - �J�/ - W/VALVE BOX � T � �- � � CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL ��%I-r ��� � \ surface Mon 3 Hour � Parking C3.2 NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN � (1) 4" 45° BEND (RJ) FDC 3 Hour � \ � \ � COLOR TO THE REMAINING EXISTING SIDEWALK � THRUST BLOCKING � Parking sroP �/ � � SIDEWALK SHALL BE SCORED TO MATCH EXISTING � ; � CONCRETE STAIRS � ° 2" WATER SERVICE � \ � \ lower Hangers (SEE ARCH) � � � A � EX DCVA WITH 4" METER n utility Pol � i \ a _ � 6 CONNECT TO EX WATER SERVICE d�� y ' REPLACEOEREMAIN. ° / ° a - o" -� �� °O � � � \\ II/ , id FOR IRRIGATION SERVICE a - °° a � ° a , � � a ° � �' � � I ° o 0 o a° I ° °'off -' ° � � -� ° � d Conc t,VAULT LID • i � g ® � Concr e ° a b CONTRACTOR TO CONFIRM Ma � � ° ° ° /� � � ° k ° � °O°° ° I a / -- � ° ° Q �5'D I° � ° d ° � ;'° � nD 9 ° °a ° c � � ° a o0o a LOCATION OF EXISTING WATER I ° ° SERVICE SEE IRRIGATION PLANS ° ° � 3 °� ° ° d ° ° � a a ° `' � ° a ' I ° ° ° ° a a ° ° ° a ° °° ° ' ° FOR CONTINUATION ° °� ° d ° Con6rete$ walk ° 24 LF 4" FW DI ° a � a ° a ° ° rri ation x3 ° I a d d ° °° d d °° a RESTRAINED PIPE Car �harcJer a a g ° oo ° Ia P3 �--°-L a-�°-- -a � � ° ° ° ° ° d° ° ° a ° ° a ° ° P1° ° � °°.t I � d ° a a '/ ° ° ° - p° a ° ° ° ° � °° d / �- - a � N Idg orner � / �59.98' a ° ° °d 9 ° ° ° I �� t d 3 II - . �� °� ° L�,� a 1' .. m a I % 1 Y� �'" ,'',IP,fI;I�j'�' d d � / �� -4 ° ° � d M� d � ° ° °d � i ` ° d T 1 ° g'D i C ood Fence ° � ° ° d �° ° d �, ° ° � ° e \ - � 91°. ° � D �' tween Bldgs UP ° � 8 D� °° ° I l ° a ° ° ° ° � ° wl° 8 '46 ° n a �j�� � CB Type 1 d /L 16 LF 2" POLY W (1)4"X6" TEE (FLXRJ) (1) 6"X4" REDUCER (FLXRJ) 8 LF 4" 4" SPOOL AS NECESSARY DI FW THRUST BLOCKING 45° BEND (RJ) °' THRUST BLOCKING 0 I N � �o/ Lot 15 o I/ o 0 z � I I / CONNECTION TO BLDG SS COORDINATE LOCATION AND INVERT ELEVATION W/MECH PLANS PRIOR II TO CONSTRUCTION OF I ANY PORTIONS OF THE " �`' / DOWNSTREAM SYSTEM �1�� #Z, 6" �tiGV c3.3 W/12" CAST IRON LAMPHOLE COVER W/1 /2" HEX BOLTS RIM 84.99 - IE 77.16 SW Bldg Corner 0.04'E&0.27'N ��� N 89°58'S3" TRASH AND RECYCLING AREA WITHIN BUILDING Ek1v3 FOOTPRINT SEE ARCH � S PLAN �� �\ l - - 1 CONNECT TO EX 8" DI SS� r� WITH LMK CONNECTION PER CITY OF EDMONDS UTILITY �- a` ENGINEER IE 77.03 f CONTRACTOR TO COORDINATE W/CITY OF EDMONDS AND CONFIRM LOCATION AND INVERT ELEVATION PLANS PRIOR TO CONSTRUCTION OF ANY PnRTInNS nF THE UPSTREAM SYSTEM ° ,.. ° ° g ° =d' ° i IE NE 89.27 12" DI d° ° I IE W 89.22 12 DI ° �� FF 87.25 � ° I � BTM 88.57 d (1) 45° BEND (RJ) FF 92.0 ° ° a c� d FF 87.10 ° 0 6 LF 4" FW DI THRUST BLOCKING CBT e 1 w I ° a d � � � RESTRAINED PIPE solid Lid I d I 3°° ° a� 0 CONNECTION TO BLDG SS GREASE WASTE 11.42 ° 89.17 8" DI ° I 4" FIRE SERVICE COORDINATE LOCATION AND INVERT ELEVATION 89.17 12" DI ° d � " - d CONNECTION TO BLDG. W/MECH PLANS PRIOR TO CONSTRUCTION OF 89.17 8" cP °° ANY PORTIONS OF THE DOWNSTREAM SYSTEM 89.22 8" DI ° � II ' 0 SEE MECH PLANS FOR wi 87.87 I 0 d � CONTINUATION � °° � - I ° ° CONNECTION TO BLDG SS a 3 COORDINATE LOCATION AND INVERT ELEVATION ° ° d I 0 I d PAVERS � � °; 0� FF 87.25 W/MECH PLANS PRIOR TO CONSTRUCTION OF �° d ° � I (SEE LS) � 90 LF 4" FW DI ANY PORTIONS OF THE DOWNSTREAM SYSTEM ° I° d RESTRAINED PIPE 79 LF 2" SS #1 6" SSCO � °° °° ° ° d ° I ° 4 a °° POLY W RIM 87.25 C3.3 ° � ° CONNECT TO 2" -- � °° a I I --1 IE 82.30 CONCRETE I °' 34 C DOM WATER =_ 1 ° ° Zd Lot 1 6 0 ° ° 3 � SEE MECH ] CONCRETE STAIRS WALKWAY (TYP) ° ' ° � -] ////////// SCORING 1 Car Changer � FF 87.1 PLANS FOR = (SEE ARCH) LAYOUT AND c� I ° ° ° ° °d � - CONTINUATION ] I � CONCRETE RETAINING °I I ° 4 � Building #550 FF 86.82 (Ombc 104 LF 2" POLY W FE 87.10 (Pet Store) � 0.25' Overhang N 0 0 0 (1)4"X6" TEE (FLXRJ) � (1) 6"X4" REDUCER (FLXRJ) 4" SPOOL AS NECESSARY THRUST BLOCKING 28 LF 4" FW DI RESTRAINED PIPE ��SS #5 6a SSCO FF 87.10 ' 1KIM 87.60 ��% IE 81.12 PLUG OUTLET FOR FUTURE CONNECTION PROPOSED RECYCLING ENCLOSURE PER ARCH 11 CONCRETE �� PAVEMENT CONNECT TO 2" DOM WATER SERVICE COORDINATE LOCATION WITH MECHANICAL 4" FIRE SERVICE CONNECTION TO BLDG ■ � �� �ii I•• � �II�IP�i�lll.� .� �i�i�II�IIIIIIIII�IIIIIIIII�iiL�lllllllllllllllll�i�l�l���� ��� �► - � n� . I ����� • Iii ' ,__ �,. ..,_ ,._.. � __ � �__,_ � ,__ � __ . is l■� � I ■■- �� � � III\ 1 �h __��� ��� 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') � SEE LS PLANTING PLAN FOR TREE INFORMATION EXISTING UTILITY POLE TO REMAIN EXISTING CAR CHARGING STATION TO REMAIN ° ° _ ° °° ° � ° CITY OF EDMONDS TREE GRATE 10 1 ,� Q RESTRAINED PIPE � � ° ° ° � �° I � � Z ad ° d a` (3 X3 ) � , I ° _ SS #4 6' SSCO 1 ° a °° ° d ° ° ° o_ � a °° I ° ° °I c� ° ° I° I �, W � SEE LS PLANTING PLAN FOR j.� �- ��=, � ° m - RIM 87.24 �� � d ° � ° °� � ° d d�a5' � � TREE INFORMATION ° EM � ° ° d I ° � ° (1) 4" 45° BEND (RJ) d °, °� � � ° d l � � REINSTALL '3 HR-PARKING' SIGNAGE d � I ° ° ° I 8 � � ° � THRUST BLOCKING ° ° a ° °' PROVIDE NEW SIGN POST PER COE 4 d ° � ° N .> ° ° _ 1 4 45° BEND R ° ° ° STD DETAIL TR-572 O ( sd ° ° \ ° ° d S ° ° ° d � , -�t ° ° I ° ° 4 ° ° ° � V THRUST BLOCKING � ° d d I d d ° ° ° ° � 4U � � PROPOSED ELECTRICAL CONDUIT I ° ° ° ° p d` ° � ° 57 LF 6 SS C� 2.0� ° ad _ 8 c� DESIGN BY ELEC DESIGNER d° d d° ° � 59 LF 6" SS ©2.0� � ° ° d ° � � �o ° ° d � ° I ° d° ° d ° d ° ° ° ° IE �8� 8=c . `� , E 88.57 8" CP I d°° � °°° ° d ° ° � �• °° °I ` ° � d- CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL � ° ° d \ °I BT�1 sT °° d ° ° rn � NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN d \ ° d � ° ° °° °° ° I d ° ° °I �`�r) N COLOR TO THE REMAINING EXISTING SIDEWALK d ° � � �. ° 6 ° I ° SIDEWALK SHALL BE SCORED TO MATCH EXISTING d � ° - ° , d � °d -� I I �� ��.v i C3.2 I °d ° d �e �`' ��, °�`'° I I ° I IE E 91.46 6'9 D ° ° ° ° d ° � d I � I � ° ° ° I � IC C (1 'I Z'I Qr9 r - ° ° ° I d ° ° CITY OF EDMONDS TREE GRATE 10 d° ° I d uP uP a s ° I d I I � SEE LS PLANTING PLAN FOR SEE MECH PLANS FOR d° ° � d T T T T T T °d I TREE INFORMATION d° ° ° ° d ° CONTINUATION � ° J <� ° d .► d ° ° ° ° g.gg' 7 LF 4" DI W 3'S3" E � g ADA PARKING STALL SIGN P °I L � � � _; PROPOSED ELECTRICAL CONDUIT W/ VAN ACCESSIBLE �' ,, I d ° `d ° I d CONCRETE CURB AND ALLEY � - � DESIGN BY ELEC DESIGNER ° ° I GUTTER PER CITY OF � � ��� � � �° a I �' EDMONDS STD DETAIL __ .,u.� � (1) 4" 90° BEND (RJ) --- - -� #3 6� SSCO - _ � � ! C3 �� S � a S a � � � �' � � (SEE LS FOR SCORING) �_ , - � � , THRUST BLOCKING � � W/12" CAST IRON G - - �_ _ _ _ -,� L __ _ c3.3 LAMPHOLE COVER / - �------- ---------- - I ° ° ° °`� � PROPOSED TRANSFORMER LOCATION 6.5 LF 6 SS i - � I I °° I__ CONTRACTOR TO COORDINATE � 2.0� q,�o W/1 /2 HEX BOLTS - - -- __- I _ _ I ___ _ _ - _RIM 88.40 I ,%�_ � - _ _ _ _ ° --- ___ ___ W ELECTRIC DESIGNER AND ° I / FUTURE GRAVITY GREASE ° IE 81.1 � x , , X------- - ,-- - - o I_ ELECTRIC SERVICE PROVIDER FOR D � / / / / / / / / a ° �� I a I CONCRETE 11 __ FINAL DESIGN AND CONNECTION DESIGNETO BELO OORDNNATED CONNECT TO EX 8" DI SS WITH LMK � ADA SYMBOL & (� Conc cut er -- - ----�- __ LOCATIONS 3 �-" PROPOSED TELECOM AS PART OF FUTURE TENANT � CONNECTION PER CITY OF EDMONDS � WHEEL STOP (TYP) � - 15' WIDE CONCRETE 8 �� BLOCKOUT � AND CATV SERVICES � I I - -PAVEMENT c� a; IMPROVEMENTS PERMIT �� UTILITY ENGINEER 1 TYP SHOWN FOR � --- -- ____ DRIVEWAY APPROACH c3.2 / IE 80.98E �(� AC PAVEMENT (TYP) Asp\ oSTRIPING PROPOSED GAS SERVICE / REFERENCE ONLY � I I I PER CITY OF EDMONDS CONTRACTOR TO COORDINATE W/CITY OF c� c3�.2�' SHOWN FOR REFERENCE i DESIGN BY ELEC i I I � STD DETAIL EDMONDS AND CONFIRM LOCATION AND ._3 ONLY, DESIGN BY OTHERS INVERT ELEVATION PLANS PRIOR TO �o DESIGNER � �� I (� CONSTRUCTION OF ANY PORTIONS OF � I THE UPSTREAM SYSTEM 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 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 BUILDING Qa ° CONCRETE WALKWAY ° - CONCRETE PAVEMENT d �. 0� 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 �� 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 T TELEPHONE LINE c GAS LI N E � SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O 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 anc� appropriate compensation to the Architect. The General Contractor is responsible for confirmingg and correlating dimensions at the job sife. The Architecf 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•Ipdengineering.c Permit Set ISSUED: 2020.07.17 UTILITIES AND PAUING BYE CITY ENGINEERING DIVISI❑N �