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Main Street Commons - SS-GI 2023-03-31Type 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 � - - � �� \ 3 Hour V Parking > \ \\ -� d . ° - a `yl.L -- � .. a a. Ia .. ° ° °. I ° G Q P 3 ° °_ I d N Idg orner/ I 0.09'E&0.01'S ood Fence C �ween Bldgs 0 -� N 0 0 0 n �' I I 0 /\ / 9 I d / �� CBT el CB Type 1 w CB Type 1 w GE 92.04 Solid Lid Solid Lid I � IE W 90.29 8" DI a IE E 90.24 8" DI GE 83.62 GE 84.97 I � BTM 89.59 IE N 81.87 4" PVC IE W 82.47 12" DI IE W 81.07 12" DI IE S 83.62 6" PVC I n. BTM 79.52 BTM 81.27 e m CBT e1 d c o GE 92.31 IEW90.468 ° BTM 90.11 a � S D � �. d a� a °a as d d a a a a / % %�% a , � .• / Conc. Curb & Gutter (typ) / � d � � /WATER SERVICE CONNECTIONS � � � � � I [�, �" j p BY CITY OF EDMONDS � " �� / (� CONTRACTOR TO CONFIRM 1 � j � Fog Line / WATER SYSTEM SIZES WITH MAII N STREET q �, � PLUMBING DESIGNER PRIOR t � � �� � /%////%/// � a /%//a °j g � 7 TO CONSTRUCTION, AND � �� /EX FIRE HYDRANT Asphalt � COORDINATION WITH CITY � � ° ° � / _ - - � �_ - - 8 LF 4" FW DI - --� RESTRAINED PIPE ` � 2" WATER SERVICE METER � _ _,.n_. \ FDC W/4" CV (RJ) � T � � Found � W a �/�/ - � W/VALVE BOX � Asph st CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL � \ a`� ii � \ Surface Mon C`� NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN g \ �� FDC ' 3 Hour � \ � COLOR TO THE REMAINING EXISTING SIDEWALK � ` parking \ STOP � I SIDEWALK SHALL BE SCORED TO MATCH EXISTING � CONCRETE STAIRS I � 3 � 2" WATER SERVICE -lower Hangers (SEE LANDSCAPE) � � � \ \ METER n Utility Pol � � � I A a � �� a CONNECT TO EX WATER SERVICE °�� �. � _ / �� � FOR IRRIGATION SERVICE a � _- a°. ,;. i ...e �. ����. ° a .. :� � � .a .. � . ° a. � i � � I ° o0 o a '° I � I S� � . CONTRACTOR TO CONFIRM M4 .� 5D Concrete Q°:a ° Yoh �� i e � ° � o ° ® � a Concra e . r- °� 000 ° � ° � _ o ° LOCATION OF EXISTING WATER ° ° � a _ _ - SERVICE SEE IRRIGATION PLANS ° ,O ° a ° a ° . .a o FOR CONTINUATION ° Con6rete$ walk ° 38 LF 4" FW DI a ° ° / ` 4° a � .Irri anon x3 °oo 16 LF 2 POLY W � � .' ° °' a . ° d. d a RESTRAINED PIPE Car char er ° a g ° : o° � CB Type 1 ° ° � I ' Gj � ° ° ° d ° a .. � °a °. a . ° . ° � oo � GE 92.71 a a � a d °a ° ° a ° ° a • oo � / IE SE 89.46 12" DI � d IE SW 89.41 12" DI - ° d _ , , d ! n � 1 ��' 4 � t d BTM 89.01 CONNECT TO EX 6" SERVICE 9.9,8 9 9 i 3j tom. 1 d ° � ° °° � � � I 6"X4" REDUCER (MJ) i" � � d ° 1. a ��° �_ _o � m a x \\ 4" DCDA PER CITY OF EDMONDS '• • . ° 1= d ° F � ° ' �a h d � 91°: � a .� � � � � � .:. ° STANDARD PLANS WA-142A AND WA-1426 � � ° pa ° � ��, --- -.:-_. °---�.rr--. - -----------! �1°.8 �46 ° ° I p ° � � �� - CB Type 1 . a a ° CONTRACTOR TO PROVIDE SUBMERSIBLE I ° I ° .�. :.. d AUTOMATIC SUMP PUMP IN BOTTOM OF ° •.-�--�----------r / I GE 92.07 °� ���� �.�� °��.a IE NE 89.27 12" DI VAULT. � � ° I IE W 89.22 12" DI SUMP PUMP TO DISCHARGE TO PROPOSED � �° ! � FF 87.25 (1) 5° BEND (RJ) I d � I I BTM 88.57 PUMP STRUCTURE (SEE DRAINAGE PLAN, ' a� �� 0 I FF 92.0 ° ° �;, d » 10 L, 0 THRUST BLOCKING I g J-� SHEET C2.0) VIA 1 SCHEDULE 80 PVC � � � I CBT e 1 w I � I I � LINE I ' solid Lid d a ° COORDINATE ELECTRICAL REQUIREMENTS � ° � a� I� 0 CONNECTION TO BLDG SS GREASE WASTE �� 91.42 ° I � ' COORDINATE LOCATION AND INVERT ELEVATION � 89.17 8" DI � � a I AND ROUTING FOR SUMP PUMP WITH � ° a ° c � 4 FIRE SERVICE 89.17 12" DI d a I ELECTRICAL CONTRACTOR. - a � CONNECTION TO BLDG. W/MECH PLANS PRIOR TO CONSTRUCTION OF 89.17 8" cP � GRAVEL SURFACING � °° ° ANY PORTIONS OF THE DOWNSTREAM SYSTEM �' 89.22 8" DI ' � ° (SEE LANDSCAPE) � 0 SEE MECH PLANS FOR 1�1 87.87 a I ' ° � � ° 0 , CONTINUATION �. d ° CONCRETE STAIR � °I ' I CONNECTION TO BLDG SS 1 I CONCRETE CURB AND 5 e 31 � 0 'FF 87.25 COORDINATE LOCATION AND INVERT ELEVATION a ° e � � I � GUTTER PER CITY OF c (SEE LANDSCAPE) I '� I ,� 0� W/MECH PLANS PRIOR TO CONSTRUCTION OF �° a � ° '-n I EDMONDS STD DETAIL PAVERS � a I --89 LF 4" FW DI ANY PORTIONS OF THE DOWNSTREAM SYSTEM ° a I ' ° ° 4 SEE LS '° ° --RESTRAINED PIPE 79 LF 2" SS #1 6A SSCO 1 I'a 9 °' ° a ° I ( ) ap __ � ° °° ���� POLY W RIM 87.25 C3.3 J. I I � CITY OF EDMONDS TREE GRATE 10 ,� � �° � ° � � �CONN TCE TO 2" IE 82.22 � CONCRETE °� � ° c3.2 104 LF 2 POLY W 3 ° I DOM WATER . a ° I (3 X3 ) a� �: ° , a �I a ��_ / WALKWAY (TYP) °° SEE LS PLANTING PLAN FOR c�1 SS #1 �' �$CO � �a ° a ° � °° -SEE MECH _ I � CONCRETE STAIRS �: ° ° ' ° . RIM 87.03 � IFF 87.1 Ja ; a ;° [PLANS FOR �- 4 LF 6 (SEE LANDSCAPE) LA ORUTGAND C� I°q .a ° `;a Car Changer TREE INFORMATION ' °I CONTINUATION � SS � CONCRETE FINISH PER LSD °I � I IE 84.31 �L�L� _ J F 32.75� I ° R�,�i��n° �5�� � I �� ° �� C STADIUM SEATING °- CONNECTION TO BLDG SS GREASE WASTE (1) 4 45° BEND (R L t / Lot 1 F�9�.00� it d ° I ' ° 3 � ° THRUST BLOCKING (SEE LANDSCAPE) I°I < ° ° ° T, -, Lot 15 COORDINATE LOCATION AND INVERT ELEVATION L q � ° I ° � � � 0 / � a I EXISTING UTILITY POLE TO REMAIN W/MECH PLANS PRIOR TO CONSTRUCTION OF a �; 0 . ,. a I ANY PORTIONS OF THE DOWNSTREAM SYSTEM i I °'-'- � 0 - a �-- - --•�� ° -- -ram- a �-• ° ° ° ` :d -� - ��- �� ° ° - ----- --- - -- 4 I / N I � ° I. 21 LF 4" FW DI ° ° ° a ° ° ° ° 1, o � a a ° � ° � I Q EX TING C R CHARGING STATION IS A �.25' o�Prr e ° 0 ° d ° a d ° , d a d � � d �, TO REMAIN o I � RESTRAINED PIPE ° °' � � 1p I _ ,. o a ' � 0 ° 4 ry a4 ° ° d ° °° °. �� W CITY OF EDMONDS TREE GRATE 3 X3 ( ) o „ (1)4 X4 TEE (FLXRJ) � � 4 I Q° __ _I - „ 4 LF 4 d° ° I ° �, �. �° d° ° °> ° n ° d° .° q. 1 a I � � a L_ � � SEE LS PLANTING PLAN FOR TREE 10 / 4" SPOOL AS NECESSARY '` � ° I t 25 LF 4" FW DI [ � RESTRAINED PLPE SS � ° q 1 °8 a SS #4 4' SSCO ° d m ° _ d a >'° a a d ° � I �; � � a INFORMATION � THRUST BLOCKING � !°° ,� I ° d � � C32.75� ° I RIM 87.24 � ° ° a -- -.L _ ° ° � � d° 1 ° a �° ° -� W - PROPOSED GAS SERVICE 38 LF 6" SS � 5.7� I ° a ° °d IE 82.22 _ � �•• 4 � � � � a �d d � � d � ° ° ° � �a -••�•a � ° -� � a a� a � a5' i � � SHOWN FOR REFERENCE ONLY, 28 LF 4" FW DI I a° ° a a � . ° ° °' Q a : d ° e � d i •��.��� ° 1 I _ � � 0 DESIGN BY OTHERS CONNECTION TO BLDG SS RESTRAINED PIPE a � ° d: � M I '� (1) 4 45° BEND (R I ° ° ° ao ° �I ` ° ° � COORDINATE LOCATION ° a � THRUST BLOCKING d ° °. ° d�eQ � °° ° ; I ° d� � � a REINSTALL '3 HR-PARKING' SIGNAGE AND INVERT ELEVATION FF 87.10 ° �° � CONCRETE STAIRS � ° ° ° a � °° ' I � � PROVIDE NEW SIGN POST PER COE � W/MECH PLANS PRIOR �d i °d � (SEE LANDSCAPE) ° ^d °:.. ° g..-- ° ° °° a a d �° ° ° � °✓ \ d � -o e STD DETAIL TR-572 / TO CONSTRUCTION OF 1�SS #6 6" SSCO � 3°` ° ° � - -•- ° • d 4 / ° ° � 'f � \I ANY PORTIONS OF THE c3.3 RIM 86.83 ° ° ° �'"���•. � ' � °° I ° � PROPOSED ELECTRICAL CONDUIT / DOWNSTREAM SYSTEM � IE 82.14 ° da 27 LF 4" SS ©2.0� a° ° a ° a 56 LF 6 SS ©2.0� ° ° a ° � ° ° ° ° ti ° � �-. � .- + II °° Ia � DESIGN BY ELEC DESIGNER �' ° � 50 LF 4" SS ©2.4� a ,� ° a- I ° 1 � � 1 SS #5 A SSCO a° ° � ° � ` a E � e 8„ c� a Q '° ,I° I CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL SS #2 6* SSCO c�RIM .18 � - �� BT'87. m d � NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN �W/12" CAST IRON LAMPHOLE � IE 81.60 ; ° ° ` 3° a ° . °� � Q � . ° � z I d ° \ ° � N COLOR TO THE REMAINING EXISTING SIDEWALK d ° c� COVER W/1 /2 HEX BOLTS 3 LF 6" SS ©2.0� MIN ° ° ° , °�, a, a a • . � • I 1 d I SIDEWALK SHALL BE SCORED TO MATCH EXISTING f RIM 84.99 CONNECT TO 2" DOM � d "� - �° - J �t �.�. U I C3.2 IE 77.16 I m 'aa � �Q �� ��. .°�5�. . I I `d I I E E 91.46 6" G WATER SERVICE COORDINATE I °° a l° � I / �-Sw 31cg Corner LOCATION WITH MECHANICAL � � ° ° .a I �, °° �d � I � I � �, I � � ' � � n� zr Q" „ � • • � ° ��•° � ` •° � �I. °.d °� CITY OF EDMONDS TREE GRATE 10 0.04' E � o.v' N 4 FIRE SERVICE d � •, I a: I i CONNECTION TO BLDG ° � ° � � � °e ° I I � SEE LS PLANTING PLAN FOR SEE MECH PLANS FOR ' u P '° I �• a II °d a d � I TREE INFORMATION / / / / CONTINUATION I °' � I '° °' ° a ° • N 8 °58'5 E 9.98' 7 LF 4" DI W 9°5 'S3" E 1 .ADA PARKING STALL SIGN � I •° �L L � � �' TRASH AN� ECYCLING � � _ 18 LF 6" SS � W/ VAN ACCESSIBLE � � � _ I :' '°s ° CONCRETE CURB AND RECYCLING � / � I •° I GUTTER PER CITY OF c AREA WITHIN BUILDING E1:127 °' - ALLEY - PROPOSED AS halt ©2.0% MIN - 9° `'` J, - - � / a �° °• a° �° a I � (� � � EDMONDS STD DETAIL FOOTPRINT SEE ARCH S S � � S - (1) 4" 90° BEND (RJ) ENCLOSURE - - �----- _ �� / '� _'�'d � � � = (SEE LS FOR SCORING) PLAN a ��� - - 6 5 � � � ..THRUST BLOCKING PER ARCH 121 5 7 - -- 6 LF 6" - - -- � ° ----- -� AC PAVEMENT (TYP) � 9 -_ / � PROPOSED TRANSFORMER LOCATION LF 6 SS��' �_ - � - --�tLi�_ I -� �l _ c3.2 c . _ _ _ I ° � ,° �.° CONNECT TO EX 8" DI SS � 2•0� �� 1 1 CONCRETE PAVEMENT PROPOSED 2.0� � � � .. 1 �� � - ___ CONTRACTOR TO COORDINATE c3.2 ELECTRICAL ; � � -- - W/ELECTRIC DESIGNER AND WITH LMK CONNECTION PER o 0 0 _ --- -WHEEL STOP ,--_ - - _ -- ° I -- --- CONDUIT � x - o � ELECTRIC SERVICE PROVIDER FOR CITY OF EDMONDS UTILITY -1500 GALLON GRAVITY -DESIGN BY (NP) c3.2 �� � __ d - - - - o �n 8 -------- N � �I � FINAL DESIGN AND CONNECTION ENGINEER PROPOSED GAS SERVICE 57 4' GREASE INTERCEPTOR ELEC DESIGNER �, _ CONNECT TO EX 8" DI SS WITH LMK � � � � a I -- - � LOCATIONS �IE 77.03 f LOCATION DESIGN BY PROPOSED TELECOM � I CONCRETE 11 c� CONTRACTOR TO COORDINATE SHOWN FOR REFERENCE OTHERS CONNECTION PER CITY OF EDMONDS � 1 AND CATV SERVICES � I I - -PAVEMENT _�/� m° W/CITY OF EDMONDS AND ONLY, DESIGN BY Building corrsr S� #3� 6" SSCO UTILITY ENGINEER c�3J3 1 (TYP) SHOWN FOR � I I �/ --- --- ___ a 15' WIDE CONCRETE �� CONFIRM LOCATION AND OTHERS -- - W 12" CAST IRON LAMPHOLE IE 80.98f / REFERENCE ONLY � DRIVEWAY APPROACH I U 1 / CONTRACTOR TO COORDINATE W CITY OF I I c3.2 INVERT ELEVATION PLANS PROPOSED TELECOM AND Buil ing COVER W/1 /2" HEX BOLTS � / �I ADA SYMBOL � DESIGN BY ELEC � � PER CITY OF EDMONDS �� I C3.3 EDMONDS AND CONFIRM LOCATION AND f � 1 I PRIOR TO CONSTRUCTION OF CATV SERVICES (TYP) SHOWN RIM 88.40 � INVERT ELEVATION PLANS PRIOR TO c� & BLOCKOUT DESIGNER �� �n STD DETAIL 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 I I I � � 'NOTE G� ' 1. CITY OF EDMONDS WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE WITH CITY FOR TV INSPECTION. I 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 30' R/W � 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 B U I LD I N G ° ° CONCRETE WALKWAY a ° - 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 J 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 and appropriate compensation to the Architect. The General Contractor is responsible fo. 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.lpdengineering.c Permit Set ISSUED: 2020.07.17 PERMIT 2022.02.10 E H FT PAVILLION 2023.03.27 CTYD REV 2023.03.31 SS-G I REV UTILITIES AND PAUING BYE CITY ENGINEERING DIVISI❑N � Type 1 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 IE N 81.87 4" PVC IEW81.0712"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 I � Cone. Curb & Gutter (typ) / � � �� / � ' Fag i_Ine � MAIN STREET � � � Asphalt Street XING #21 � � � IE 83.77 (6" SD) I � � TP 83.5 (EX 6" WA) � � / Yellow C/� Stripe CONF RM TEOLEVATIO OTOHOLEXTO I I � �� / 9� I � � I � I 1 I n. e d. e a a ° � SD - a Q I / a � � � a/ (G� i�� � � a �� a 1 I Asphalt // - - - -�- � �/ ! W \ �/�/ - WA PRIOR TO CONSTRUCTION \/�� � -� � � Found -� W 3 Hour \ \ OF ANY PORTION OF THE � ° ' � g Surface Mon \ \ \ Parking \ XING 1 WATER OR STORM SYSTEMS a �� \ g 3 Hour stop \ Fog Line \ IE 83.69 (6" SD) \ � Parking \ \ TP 83.0 (2" POLY) \ XING #19 \ a \ \ ; \ IE 83.48 (4 DIW) C� V A \ tp 78.50 (6" SD) pole � � � I A ,� a ° a a 0 _ � a a �-� _ ° ° a XING #18 _ � � �°� °q a � \ a . °' � ° -a- ° � � � °° Concrete ° °'� � a IE 83.57 (4" DIW) g _ I - - - � ° Cor�re ° o I ° a ' ° » °: J.. ® � °Goner e . � `� o 0 0 a � a. , . ° �n r�4 , s �: TP 78.31 (4 SD) . °a ° a ' � I � ° a o 0 o a °° ° ° �' a ' ° Q 5'D ° � - ° . o n a' a ° ° � ° a . ° ° a � . I XING #17 ° a � ° a ° ° ° !� a ench � d ° a ° ° °. a mon6rete Walk „ a . ° ° / a {rri ation x3 ° °° a q o ° . � ' ° a a�° ° C . a a IE 83.78 (2 POLY) :Car hat er. °. ° a g ° . ° . a a o° o . �. lal. �-- -- -�.- ----------r��- -° - - ° ° ° °. n ° c ° P1 qO ° P3 ° °= - � a- � °o d J / a. I'° � °`° a° TP 83.28 (4" DIW) °� ° a a ° ° � °° I a n g 9.9 / � d � I 19 9 ° � �� a °I � �" t N Id orner ��� �. �3'' �a.° � � � ram. 4 � ° °d' 0.09' E � 0.01' s XING #2 ° °®° 1. a ° ° am a x °.. e ° . �. .. a. ° e �� \ . I a � _a ° IE 83.74 (6 SD) '... L ° � a � °� d �T 1° a - • a � „ 8'D �d C ood Fence TP 83.00 (2 POLY) �I. aF' �. �< °. �. �° 91°. � \ �� .. � � ° B.eD�:°° n' °. ° ° tween Bld s ° a I � g a P7°.8 '46. ° � �� '. a a. � - I �'° J I Q. XING #4 FF 87.25 XING #16 ° � , IE 83.83 (2 POLY) ° a°a 0 I IE 84.10 (2 POLY) FF 92.0 ° ° a �,� a TP 83.10 4 SD FF 87.1 0 TP 80.25 4 SD d � ( „ ) / ( » ) CBT e 1 w � A Q. � ° Solid Lid Q ° I as 0 °d° ° a �'° GE 91.42 d XING 5 °� 1 0 ,� �� �� �.>, �,,.,. � �'. ° i � � XING #20 I IE N 89.17 8" DI �.a ° 7' SW Bldg Corner 0.04'E&0.27'N \� N 8 °58'5S° E P �` \ �1:1 -�__1E--- S-�\�= - � �� CBT e1 GE 92.04 IE W 90.29 8" DI a IE E 90.24 8" DI � � BTM 89.59 i - - - a. I -- H V o ' �� 8 L ---- / i i / � �-�-' � `�__ � Cone Gutter �,_,' __ � � � � I � I --- ��P. I -- f yp \ 6D \7D � �i a° I I I ---�_H V Building Corner II � � : I I I L - -__ __ As alt Parkin / I I I 2.73' W& 1.67' S P� 9 I � --- giail�iii�q \ \ �o � �� I I 4 a a CB Type 1 GE 92.31 IE W 90.46 8' 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 CB Type 1 GE 92.07 IE NE 89.27 12" DI IE W 89.22 12" DI BTM 88.57 CB Type 1 GE 93.01 IE E 91.46 6" DI IE E 91.31 8" DP IE W 91.31 8" CP BTM 90.96 S 48" SSMH Rim 93.26 _ � I E W 85.76 8" D �� �� IE E 85.86 8" DI 1�,��- 10 0 5 10 20 Scale 1�=10' LEGEND - - PROPERTY LINE �230� EX CONTOUR (INDEX) ��-231-- EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION j EX BUILDING � PROPOSED BUILDING ° CONCRETE WALKWAY ° CONCRETE PAVEMENT PAVERS ASPHALT (AC) PAVEMENT • HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB 1L �` BIORETENTION AREA O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN OO CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN STORM DRAIN CLEANOUT FOOTING DRAIN CLEANOUT DOWNSPOUTS ELECTRICAL LINE TELEPHONE LINE � GAS LINE � 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 XING # SIZE OF UPPER PIPE IE OF UPPER PIPE SIZE OF LOWER PIPE TP OF LOWER PIPE CALCULATED SEPARATION (IN FEET)* 1 6" SD 83.69 2" POLY 83.00 0.69 2 6" SD 83.74 2" POLY 83.00 0.74 3 NOT USED _ NOT USED - 4 2" POLY 83.83 4" SD 83.10 0.73 5 4" DIW 83.57 4" SD 83.06 0.51 6 2" POLY 83.93 6" SD 83.27 0.66 7 4" DIW 83.77 6" SD 83.23 0.54 8 4" DIW 83.54 6" SD 82.86 0.68 9 2" POLY 83.93 6" SD 83.08 0.85 10 4" DIW 83.77 6" SD 83.07 0.70 11 2" POLY 83.93 6" SD 83.08 0.85 12 4" DIW 83.77 6" SD 83.07 0.70 13 4" DIW 83.87 6" SD 83.35 0.52 14 6" SD 83.02 6" SS 82.69 0.33 15 2" POLY 84.05 6" SD 83.46 0.59 16 2" POLY 84.10 6" SD 80.25 3.85 17 2" POLY 83.78 4" DIW 83.28 0.50 18 4" DIW 83.57 4" SD 78.31 5.26 19 4" DIW 83.48 6" Sp 78.50 4.98 20 6" SD 84.03 4" SD 80.25 3.78 21 6" SD 83.77 6" N/A 83.50 0.27 22 6" SD 83.00 82.52 0.48 23 6" SD 83.75 6" SS 82.50 0.25 24 6" SD 83.10 6" SS 82.82 0.28 25 2" POLY 83.64 6" SS 82.58 1.06 26 4" DIW 83.47 6" SS 82.53 0.94 27 6" SD 83.66 6" SS 82.47 1.19 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 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 ng�ne2r�ng p��C www.lpdengineering.l Permit Set Know what�s below. ALL UTILITY CROSSINGS THAT ARE � ISSUED: SEPARATED BY LESS THAN A FOOT (1') � Call before you dig. 2020.07.17 PERMIT REQUIRE POLYETHLENE FOAM PLACED Dia1811 BETWEEN THE PIPES. 2022.02.10 EHFT PAVILLION 2023.03.27 CTYD REV APPROVED FOR CONSTRUCTION 2023.03.31 SS -GI REV CITY OF EDMONDS UTILITY CROSSINGS DATE BYE CITY ENGINEERING DIVISI❑N �