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REV1 APPROVED RESUB1 BLD2023-0557+Site_Plan+7.17.2023_4.01.13_PM+3670179Type 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 00 W \ 3 Hour V Parking ° ° G Q P 3° o, lei- ,__-- -- ° a N Id orne/ I 0.09'E&0.01'S odd Fence C "ween Rags Q0 0) 0 N NO 0 0 0 0 PAI n A 7' I I 0 / 9 CBType I 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 n. BTM 79.52 BTM 81.27 e m CID Type 1 d c ° GE 92.31 IEW90.468 a D D �. BTM 90.11 d a� a da as d d a a a a / Conc. Curb & Gutter (typ) / d WATER SERVICE CONNECTIONSANNEW/m j p BY CITY OF EDMONDS Fog Line CONTRACTOR TO CONFIRM I j / / WATER SYSTEM SIZES WITH MAIN STREET q CV PLUMBING DESIGNER PRIOR t < W ////%/// /a Cj g 7 TO CONSTRUCTION, AND00 W /EX FIRE HYDRANT Asphalt / COORDINATION WITH CITY 00 f - - - --�- - - 8 LF 4" FW DI - - - - - - ` 2" WATER SERVICE METER `"''` " \ RESTRAINED PIPE FDC W/4" CV (RJ) M T Found W a W - W W/VALVE BOX Asph St CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL \ aW W \ Surface Mon CC3.2 NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN g \ FDC ' 3 Hour \ STOP COLOR TO THE REMAINING EXISTING SIDEWALK ` parking \ SIDEWALK SHALL BE SCORED TO MATCH EXISTING CONCRETE STAIRS 3 2" WATER SERVICE lower Hangers (SEE LANDSCAPE) 0 \ \ METER n utility Pol -CONNECT TO EX WATER SERVICE FOR IRRIGATION SERVICE a/ �. °. d° ° 5'D CONTRACTOR TO CONFIRM M4 .� 5 D Concrete Q ° ° o °® a Concra e a o ° LOCATION OF EXISTING WATER ° a _ _ - SERVICE SEE IRRIGATION PLANS d FOR CONTINUATION ° Con6rete$walk 38 LF 4" FW DI a °" ° / 4° a "".� .irr; otion x3 16 LF 2 POLY W a ° d d RESTRAINED PIPE Car char er, °" g ° : CB Type 1 d °a °. o-4 0o GE 92.71 4 dzl.la_d °a' ° ° a a °' a° • oo / IE SE 89.46 12" DI � d IF SW 89.41 12" DI ) d ! n � 1 ��' 4 � t d BTM 89.01 CONNECT TO EX 6" SERVICE 7997,99 i 3j �_7 Lam. 1 d 6"X4" REDUCER (MJ) i" � � d ° 1. a ��° �_ -o � m d \\ i ° d ° ° l d° ° ° T 1 4" DCDA PER CITY OF EDMONDS ' ° 1 d F �a h d 91 :. ,• ° ° _ STANDARD PLANS WA-142A AND WA-1426 ° �� --- -- -_r ° ---I..rr- p -----------! CONTRACTOR TO PROVIDE SUBMERSIBLE I CB Type 1° I ° AUTOMATIC SUMP PUMP IN BOTTOM OF °------------r / I GE 92.07 d E NE 89.27 12" DI VAULT. ° I E W 89.22 12" DI SUMP PUMP TO DISCHARGE TO PROPOSED ! FF 87.25 (1) 5° BEND (RJ) d I I BTM 88.57 PUMP STRUCTURE (SEE DRAINAGE PLAN, ' � 0 FF 92.0 d 10 L, 0 THRUST BLOCKING g J SHEET C2.0) VIA 1 SCHEDULE 80 PVC I CB le w a I LINE I ' solid Lid COORDINATE ELECTRICAL REQUIREMENTS d a� I� 0 CONNECTION TO BLDG SS GREASE WASTE 91.42 ° ' COORDINATE LOCATION AND INVERT ELEVATION 89.17 8" DI a AND ROUTING FOR SUMP PUMP WITH ° ° 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 I GRAVEL SURFACING ° ° ANY PORTIONS OF THE DOWNSTREAM SYSTEM 89.22 8" DI ° (SEE LANDSCAPE) 0 SEE MECH PLANS FOR V 87.87 a I ' d 0 , CONTINUATION �. d CONCRETE STAIR °I CONNECTION TO BLDG SS 1 I CONCRETE CURB AND 5 3 0 FF 87.25 COORDINATE LOCATION AND INVERT ELEVATION a I GUTTER PER CITY OF c (SEE LANDSCAPE) W/MECH PLANS PRIOR TO CONSTRUCTION OF a 1 1n I EDMONDS STD DETAIL PAVERS F --89 LF 4" FW DI ANY PORTIONS OF THE DOWNSTREAM SYSTEM 4 �4 --RESTRAINED PIPE 79 LF 2" g d; SEE LS a°I° I ( ) r __ �� POLY W I CITY OF EDMONDS TREE GRATE 10 104 LF 2 POLY W 3 ° �CONN TCE TO 2" CONCRETE 1" a z I 3'X3' c a pOM WATER �C- WALKWAY (TYP) SEE LS PLANTING PLAN FOR Lot 16 0 °. SEE MECH CONCRETE STAIRS �: [PLANS FOR --I (SEE LANDSCAPE SCORING I °° Car Changer TREE INFORMATION FF 87.1 , d CONTINUATION ) LAYOUT AND c3�.2. ' ]I I N 1 F 25 CONCRETE FINISH PER LS °I Rl, idna - ' ' �II Q a (1) 4" 45° BEND (R C L t / Lot 1 STADIUM SEATING F�9.00� CONNECTION TO BLDG SS GREASE WASTE ; SEE LANDSCAPE � ° THRUST BLOCKING ( ) I°I T, -, Lot 15 COORDINATE LOCATION AND INVERT ELEVATION L q �' 0 / a I EXISTING UTILITY POLE TO REMAIN W/MECH PLANS PRIOR TO CONSTRUCTION OF d �; 0 ,. a ANY PORTIONS OF THE DOWNSTREAM SYSTEM i °''- 0 - --- ---.--•�� a -- -ram- .' 'e-� -� - ��- -- - ----- --- - -- 4 I N I ' 21 LF 4" FW DI 1 a a d c - G I -EXISTING Q IS A R CHARGING STATION C 25' o err a ° 0°° d ° d ° d ° y d d d TO REMAIN o I RESTRAIN PIPE ° ,. 0 a IF 25 LF 4 FW DI ° 0 4 e of L 4 ° ° d ° W I TREE T CITY OF EDMONDS EE GRATE 3 X3 ( ) » » (1)4 X4 TEE (FLXRJ) d I a° T RES RAINED PIPE a ..4 ° d d' �. (� ° d . 1 .° 4. / /� I L ' SEE LS PLANTING PLAN FOR TREE 10 / 4" SPOOL AS NECESSARY ;` (1) 4" 45° BEND ° d m ° a INFORMATION c3.2 THRUST I° (2) (RJ) THRUST ° I ° 111 g d ° BLOCKING a d° 'd a 9-������ a 1 I W PROPOSED GAS SERVICE SEE SEWER DETAIL C3.3 / d ° d °� -'��--.a �- d ° a �° a .5 SHOWN FOR REFERENCE ONLY, �° SEE SEWER DETAIL Z.d 1a d '� d ��"' °I I DESIGN BY OTHERS CONNECTION TO BLDG SS RESTRAINED PIPE 8 ' d I ° a �3'3 a, a I 1° ° I i COORDINATE LOCATION ° i M - d R ° dae d °/ °° ; °. k.° a REINSTALL '3 HR-PARKING' SIGNAGE AND INVERT ELEVATION FF 87.10 ° �° d°°° CONCRETE ST a a a° , I o ° N PROVIDE NEW SIGN POST PER COE W/MECH PLANS PRIOR �d a° °d (SEE LANDSCAPE) ° ° ° ° d ° a .� ° o a STD DETAIL TR-572 TO CONSTRUCTION OF i --...---- ° ° d° / ANY PORTIONS OF THE I ' ° - ° °"a 1' I PROPOSED ELECTRICAL CONDUIT DOWNSTREAM SYSTEM 8 d c °a .���� `•. ° Q t I I; I �° Q DESIGN BY ELEC DESIGNER !a ° d SEE SEWER DETAIL , ° I° d SS #2 6* SSCO a°4 LL a .°° d °� E 88.57 a BT�I 87. 8" c7 d d °I° CONCRETE NEW CONCRETE SIDEWALK FOR PER CITY OF EDMONDS STD DETAIL SIDEWALKS SHALL MATCH CLOSELY IN 1/ W 12" CAST IRON LAMPHOLE COLOR TO THE REMAINING EXISTING SIDEWALK v I SEE SEWER DETAIL C3.3 ' ° .: ' `' • d d I SIDEWALK SHALL BE SCORED TO MATCH EXISTING f cCOVER W/1 /2" HEX BOLTS • , - d d- ° RIM 84.99 IE 77.16 CONNE e 5 �� ° d.l - ad - J I �t J.�. U I c3? WATER SERVICE COORDINATE I a I° �e �' °o .a I I I / IE E K 46 6" Li �-Svu Slag Corner LOCATION WITH MECHANICAL ° .a I a ■ I I IE E n 1 71 4" r 4" FIRE SERVICE d ° 'I I CITY OF EDMONDS TREE GRATE 10 0.04' E & o.v' N CONNECTION TO BLDG 3.2 �• �Q d. I (3'X3') c a� UP ' ° I ° I SEE LS PLANTING PLAN FOR SEE MECH PLANS FOR a II .. • .. TREE INFORMATION CONTINUATION - - - - - - • N 8 °58'5 E 9.98' 7 LF 4" DI W \ '53" E 1� ADA PARKING STALL SIGN P ° �I' L _JL' W VAN ACCESSIBLE . 'a� ° I CONCRETE CURB AND(a) TRASH AND RECYCLING PROPOSED i GUTTER PER CITY OF C3.2 AREA WITHIN BUILDING El:127 ALLEY Asphalt Hey \\ a"I - °• ' I •d I EDMONDS STD DETAIL RECYCLING __ _ / �° a / FOOTPRINT SEE ARCH D S D - (1) 4" 90° BEND (RJ) ENCLOSURE - G -� / '� a�'d �\ (SEE LS FOR SCORING) PLAN a \� - - 6.5 THRUST BLOCKING PER ARCH EI 71 / - / » �G AC PAVEMENT (TYP) 9 -_ _ I PROPOSED TRANSFORMER LOCATION LF 6 SS ------- - - 1 a c . � - - CONCRETE PAVEMENT L - - � I'a CONTRACTOR TO COORDINATE CONNECT TO EX 8" DI SS @ 2.0� �� 11 I -t I I --- -- WITH LMK CONNECTION PER - - C3' - -WHEEL STOP �----_ _ - _ -- I - --- ___ W/ELECTRIC DESIGNER AND LPROPOSED ELECTRICAL ' (NP) _ 7 ELECTRIC SERVICE PROVIDER FOR CITY OF EDMONDS UTILITY ENGINEER 3000 GALLON GRAVITY � � - __ ; . � 8 N � �I FINAL DESIGN AND CONNECTION �IE 77.03 f PROPOSED GAS SERVICE 574 / LOCATIONGREASE INDESGNPBY CONDU DESIGNITBY ELEC CONNECT TO EX 8" DI SS WITH LMK / PROPOSED TELECOM I I CONCRETE 11 - LOCATIONS C3.3 CONTRACTOR TO COORDINATE SHOWN FOR REFERENCE OTHERS DESIGNER CONNECTION PER CITY OF EDMONDS AND CATV SERVICES I I - -PAVEMENT _/I a m° W CITY OF EDMONDS AND ONLY, DESIGN BY " UTILITY ENGINEER C3.3 V L - --- 1 TYP SHOWN FOR � 15 WIDE CONCRETE / OTHERS LIDS TO BE H-20 RATED ,SS #3 6 SSCO ( ) I I _ CONFIRM LOCATION AND z73 'w ,. 7 W/12 CAST IRON LAMPHOLE IE 80.98f / REFERENCE ONLY I I DRIVEWAY APPROACH c( 32 INVERT ELEVATION PLANS PROPOSED TELECOM AND Burl ng Interceptor to be installed so COVER W/1/2" HEX BOLTS CONTRACTOR TO COORDINATE W/CITY OF �I ADA SYMBOL / DESIGN BY ELEC PER CITY OF EDMONDS c3.3 EDMONDS AND CONFIRM LOCATION AND f i 1 DESIGNER I n STD DETAIL PRIOR TO CONSTRUCTION OF CATV SERVICES TYP SHOWN as not to be in conflict with RIM 88.40 � & BLOCKOUT �� C• ANY PORTIONS OF THE FOR REFERENCE ONLY parking space bar location IE 81.10 INVERT ELEVATION PLANS PRIOR TO c� STRIPING UPSTREAM SYSTEM DESIGN BY ELEC DESIGNER and angle. I CON STRUCTIONUPSTREAM OF STEM ANY PORTIONS OF NOTE ENGINEERINGAPPROVAL ONLY FOR REVISED GREASE C' ' 1. CITY OF EDMONDS WILL TV SEWER MAIN PRIOR TO FINAL N T E RC E TOR AND SEWER LINES. 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 REVISION 30' R/W UNDERGROUND 10 0 5 10 20 Scale 1In=10' LEGEND - - PROPERTY LINE __230-� EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING d 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 R -m I-iiiiTi i-iiiI ­ 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 G GAS LI N E 110 SS_ 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: 07/25/2023 BY: CITY ENGINEERING DIVISI❑N 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. The) 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 mm1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 ngineering pIIc www•Ipdengineering.c RESUB Jul 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION Jul 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0557 Set P-r-ll ISSLWI 2023.05.05 SS -GI REV 2023.05.26 SS -GI REV 2023.06.06 SS -GI REV 2023.06.27 SS -GI REV 2023.07.07 SS -GI REV 2023.07.17 SS -GI REV UTILITIES AND PAVING C3,0 w Z J Z 0 RESIDENCE UJ a w w CLEANOUT N WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12"f r FINISHED GRADE z w w w d Q OOf W Q of d U 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP ���/ :' x��x��������� RISER LEVELING COLLAR 45' SEE NOTE 4 45' 12" PVC SLEEVE 3 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT z o w Of w LEVELING COLLAR NOTES: ~a a >_O ,UJ �N SEE NOTE 4 6-0- Of U w ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 12 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED EQUAL. 1 FOOT LONG 12" PVC SLEEVE 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: 6" RISER END OF PIPE GRIPPER PLUG • IN ROADWAYS PER COE STD DWG GU-424 (CHERNE 270261 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE TYPICAL CLEANOUT COLLAR UNDER ASPHALT OR CONCRETE BLIND- ""^� CAPPED CROSS L TEE L BLIND FLANGE NTS COE DETAIL SS200 - SEWER CLEANOUT DETAIL FLANGE OR :R SIZE PIPE CROSS b �I J-;�- B CAP a 101 TEE W/ PLUG C 90° BEND / (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w Z J a LOCKING CLEANOUT COVER PER COE STD DTL SS-200 z 0 I Ln 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX __M.110 NOTES: 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 6" TEST TEE 6" TEE POSSIBLE SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. 1 SS 01-6 In tbco C3.3 RIM 87.03 E 85.57 ilding #550 86.82 (Ombo) PLUG 7.10 (Pet Store) _5' Overhang 22-1/2• BEND 11-1/4• BEND NOTES: 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL. BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN DIST (IN FEET) PIPE SIZE A B C D E b d 4" 3 1 1 1 1 1 1 0.5 6" 4 4 2 1 1 1 0.5 8" 7 6 4 2 1 1.3 0.7 loll 11 10 6 3 2 1.6 0.9 12" 1 16 14 1 9 5 1 3 1 1.9 1.1 16" 1 29 25 1 16 8 1 4 1 2.6 1.4 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1 /4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. THRUST BLOCK SHALL BEAR AGAINST FITTINGS AND UNDISTURBED SOIL. FITTING SHALL BE WRAPPED IN POLYETHYLENE FILM BEFORE PLACING CONCRETE. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 7. CONCRETE SHALL NOT COVER FITTING BOLT AND NUTS. NTS COE DETAIL WA-150 - CONCRETE THRUST BLOCKING DETAIL 5 PROPERTY f LINE O R.O.W. FINISHED GRADE �BMETERC, SUPPLIED I I r -__- I I BALL VALVE----- I II II U C -- �/ C L l K DIRECTION _- - - � \ _ OF FLOW MATERIAL LIST: O ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS COMPRESSION FITTING BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING \, WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) O PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS O BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE WA CITY OF EDMONDS 3/4"-1 " AUGUST 2019 TER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL Fst, 18g� APPROVED BY: R. ENGLISH WA-1 30 NTs NTs 3 COE DETAIL SS202 - NEW LATERAL SEWER DETAIL 2 COE DETAIL WA-130 - 3/4" & 1" WATER SERVICE INSTALLATION DETAIL ■ I _ ° °q ° ■ :° AN 87.1 ° a ° d ■ d d, ° ;� ■ ■ Ia ■ P d ■ °. ° : I. ■ 4 LF 6" DI SS � I2.�6% FF 87.2 !� I■■ ■�■■r '■ . ■■ �� 1H llllllllllllllllll ■® - PROPERTY GROUND/ROADWAY/FINISH GRADE LINE O �' GROUND/ROADWAY `-DRILL HOLE FOR - Ir LOCATOR WIRE. PROVIDE 12" MIN OF WIRE IN VALVE BOX I II OII � I II o P I II - II II N ICI 1LI L`-,N 22' MAX* > A * SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MATERIAL LIST: O 2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO O WHEN REPLACING EXISTING SERVICES: ROMAC STYLE 202'S EQUAL TO FORD VBB87-12HB-1177 O 2" BRASS IP BALL CORP WHEN PLACING NEW SERVICES (HIGH BYPASS): EQUAL TO FORD VBH87-12HB-1177 O 2 - 2" BRASS STREET ELLS FOR SWING JOINT O METER BOX ARMORCAST A6001640PCX18, WITH ARMORCAST LID A6001947TRC1-H7 OR APPROVED O REHAU MUNICIPEX PIPE (2") WITH STAINLESS STEEL INSERT EQUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED Cl O 2" MIPT X CTS GRIP FITTING READER O TRACER WIRE: #12 AWG, SOLID COPPER CLAD STEEL, HDPE O 2" BRASS PIPE (L.T.F) COATED. CONNECTION AT THE METER SETTER SHALL BE MADE WITH AN ALL STAINLESS STEEL HOSE CLAMP. O SCHEDULE 40 2" PVC CAP OR PLUG REMOVED CONNECTION AT MAIN LINE WIRE SHALL BE MADE WITH A WHEN CONNECTION MADE TO CUSTOMER SPLIT -BOLT CONNECTOR. STRIP COATING PRIOR TO CONNECTION. WRAP WIRE AROUND PIPE. O 4"x4%8" CONCRETE BLOCK SUPPORTS OG BACK SIDE OF METER BOX SHALL BE SET AT THE 0 2" RESILIENT WEDGE GATE VALVE (FIP x FIP) WITH PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. 2" AWWA OPERATING NUT METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS LOCATION AND TRAFFIC RATED BOX IS APPROVED PO 2 PIECE VALVE BOX - TOP SECTION TO BE RICH BY CITY ENGINEER. 940 STYLE 18" WITH REGULAR BASE SECTION LENGTH TO FIT O 2" BRASS ELL 0METER SPACER TO BE SUPPLIED AND INSTALLED BY O WATER SERVICE TO BUILDING INSTALLED AND CONNECTED AT METER SETTER BY THE CONTRACTOR. SPACER MUST HAVE A MINIMUM OF OWNER/CONTRACTOR VIA COMPRESSION FITTING 8 - 1/4" HOLES DRILLED IN SPACER BODY. NOTE: PROPERTY OWNER RESPONSIBLE FOR PURCHASING O 2" MIPT X I.P. COMPRESSION FITTING 1-1/2" OR 2" METER THROUGH THE CITY DEVELOPMENT SERVICES DEPARTMENT. THE CITY WILL SUPPLY METER AFTER PURCHASE FOR CONTRACTOR INSTALL. IF 1-1/2" METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. `st. 18y- REVISION DATE CITY OF EDMONDS 1-1/2" & 2" NOVEMBER2018 WATER SERVICE PUBLIC WORKS I INSTALLATION STANDARD DEPARTMENT 77 rDETAIL APPROVED BY: R. ENGLISH WA-1 31 Emma NTS COE DETAIL WA-131 -1-1/2" & 2" WATER SERVICE INSTALLATION DETAIL / I / SS #2 671 SSCO / RIM 87.25 1 E 85.78 c3.3 4 LF 6" SS @ 32.75% Lot 19 ■ I ° ° ° a I e o SS #11 6" SSCO a a aAN RIM 8 7.2 0 1 a SS #1 6� SSCO I. z a E 85.46 C3.3 ° ° I a d a I I RIM 87.24 1 4] E 82.22 C3.3 - d ° . - I I� a ° 11 LF 6" D a a 13 LF 6" SS @ 2.0� I, 37 LF 6 D SS @ 2.0% / I - �I d a M , � d S S @ 2.5 % _ ° = SS #10 67' SSCO d° d SS #12 6 SSCO Q a ° ° a RIM 87.19 ° ° RIM 87.29 1 I 1 �.. ° a IE 81.97 C3.3 d M I E 85.18 C3.3 ° ° `I a� I °d 10 LF 6" SS @ 2.0% ° �S 14 6 SCO 17 LF 6 SStFF d 87.10 9 6 SSCO SS #6 61, SSCO RIM 88.18 1 a @ 2.5 •�•■.■.. R M 8 7.3 0 1 I E 84.52 c3.3 ° •� 1 �; PIN86.85 ° ° a ° . I IF 81 77 c-- E 84.83 ° J 7 LF 6" SS @ 1 d ° ■< 2.5% ° ° °I °d. 4 ° ° �° ' ■ ° ° ° ■ d d d. ° ° 9 LF 6" DI SS @ 2.0% ZE if 18 LF 6" D I ° a SS #5 6 SSCO °A�SS@ 2.0� (7_�RIM 86.37 c#1S9 6` SSCO C3.3 E 84.65 ° R I M 87.93 ,IE 84.32 - E 84.35 I #A 6" SSCO 8.7 / C31I II� R M 88.04 1 E 84.30 CC3.33 Q Q� u ° ° d ° a ° d E 84.04 rryy E 84.29 I SEE SHEET C3.0- FOR CONTINUATION 4 � ° a 18 LF 6" SS @ 2.0% 9 ° a 9, LF 6 DI SS @ 2.5% ° d I d I SS #1 6" SSC 1 RIM 89.33 CC3.33 E 84.95 SS #8 6 SSCO 1 RIM 89.13 C3.3 E 81.40 3 LF 6" SS @ 66.0% SS #16 6" 8SC(D(fj:) RIM 89.12 C3.3 E 83.38 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. The) 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. confirming and correlating dimensions at the job sire. The Architect 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 mm1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 ngineering pllc www.lpdengineering.com 2023..05.05 SS-G I REV 2023.05.26 SS -GI REV NTs 2023.06.06 SS -GI REV SEWER DETAIL 8 2023.06.27 SS -GI REV 2023.07.07 SS -GI REV APPROVED FOR CONSTRUCTION 2023.07.17 SS -GI REV CITY OF EDMONDS UTILITIES AND PAVING DETAILS DATE: _ 07/25/2023 BY: CITY ENGINEERING DIVISI❑N C3,3