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DNS ENG RESUB2 BLD2023-0799+Sewer_Pump_Calcs+6.13.2024_2.19.51_PM+4321189C � ENGINEERING 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning Sewer Pump Calculations Cochran Residence 8475 Frederick Place Edmonds, WA 98026 05128124 CG Project No.: 23038.20 Cochran Residence - CG #23038.20 May 28, 2024 Pump Calculations Page 1 This package contains: - Flow Rate Calculations - Headloss Calculations - Pump Elevation Specifications - Storage Calculations - Cycling Calculations - Buoyancy Calculations - Pump Literature/Specifications - 11x17 Water and Sewer Plan Sheet The calculations contained herein demonstrate that a Barnes Grinder Pump with a 1 1/4" PVC discharge pipe reduced to a 2" PVC discharge pipe would be sufficient in the subject project's application. The pump basin has been sized as a 30-inch diameter basin with a depth of 7'-3". For repair and maintenance, contact the following Barnes Pumps authorized dealer: HD Fowler Marysville 6017 29t' Dr NE Marysville, WA 98271 360.651.1438 C 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ENGINEERING ph.425.778.8500 1 f.425.778.5536 www.cgengineering.com Flow Rate Calculations Flow rate based on peak water demands of fixtures for proposed house. * Water Supply Fixture Units from 2015 Uniform Plumbing Code, Table A-103.1 Fixture # of Fixtures WSFU* Total Units Bath Tub 0 4.0 0 Clothes Washer 1 4.0 4 Dishwasher 1 1.5 1.5 Kitchen Sink 0 1.5 0 Laundry Sink 1 1.5 1.5 Washup Sink 2 2.0 4 Bar Sink 1 1.0 1 Mop Sink 0 1.5 0 Shower Head 2 2.0 4 Water Closet, 1.6 gpf 2 2.5 5 Total 21 * From Chart A103.1(2) (attached), demand = 21 gpm 0.050 cfs C G ENGINEERING Pump Calculations By NAT Chkd JPU Flow Rate Calculations Scale N.T.S. ISheet No. Suite 200 Job No. Edmonds, WA 98020 Cochran Residence 23038.20 5/28/2024 5/28/2024 Headloss Calculations Total Headloss (HT) = Headloss due to friction (Hf) + Elevation Difference (Az) HT=Hf+Az Need to find velocity (v), Reynold's Number (Re), Relative Roughness (R), friction factor (f), and equivalent length of pipe (Le). Assumed Pipe Diameter, D (in.) = 2.0 D (ft.) = 0.17 Velocity, v = Q/A Q = 0.05 cfs (from previous page) A = IIr2 = 0.023 ft2 v = 2.17 ft/s Reynold's Number, Re = Dv/v v = Kinematic Viscosity of water (50° F) = 1.41E-OS ft2/s Re = 26211 Relative Roughness, R = E/D PVC = 5.00E-06 ft R = 2.94E-OS Friction factor, f = 0.0245 (see attached Moody Diagram) n Pump Calculations By NAT Date 5/28/2024 Headloss Calculations Chkd JPU Date 5/28/2024 ENGINEERING Seale N.T.S. Sheet No. Edmonds, WA 98020 ICochran Residence I Job No. 23038.20 Headloss Calculations (continued) Equivalent Length (Le) of flanged PVC fittings Fitting Fittings Le*(ft.) Total Le 45° Elbow 1 1.7 1.7 90' Elbow 2 3.1 6.2 Check Valve 1 19.0 19 Gate Valve 1 2.6 2.6 Total 29.5 * Le values from engineeringtoolbox.com Le,fittings — 29.5 ft Le,pipe exit = KLD/f KL = Loss Coefficient, D = Diameter (ft), f = friction factor KL Le,pipe exit — 6.9 ft (Le) — Le,fittings + Le,pipe exit (Le) = 36.0 ft Friction Headloss, Hf Hr —ft HT=Hf+Az HT = 6.93 ft C G ENGINEERING Hf= f L v2 L = 58.0 (length of pipe from 2Dg pump basin to main + Le) Pump Calculations Headloss Calculations Edmonds, WA 98020 1Cochran Residence Elevation Change: 5.93 ft (Oz) By NAT Date Chkd Date JP1J Scale N.T.S. Sheet No. Job No. 2303 8.20 5/28/2024 5/28/2024 Pump Elevation Specifications Pump Elevations Rim 42.40 Fin. Grade 42.32 Inlet 38.68 Alarm On 38.2 Pump On 37.2 Pump Off 35.68 Base 35.18 Storage Calculations (1-2" below rim) (6" below inlet) (Y of effective storage between IE and Pump Off) (6" above base for dead storage) Effective storage occurs between the inlet IE and the "Pump Off" elevations. Diameter of Pump Basin = 2.5 ft Volume = IIr2h Volume = 14.7 ft3 Volume = 110.2 gallons of storage Cycling Calculations Pump Off = 35.68 Pump On = 37.2 Apump basin = 4•9 ft2 Discharge volume, VD = Von - Voff = 4.9 ft2 * (53.0 - 51.50) VD = 7.4 ft3 VD = 55.1 gallons discharged Pump Calculations Headloss Calculations ENGINEERING Edmonds, WA 98020 (Cochran Residence ny NAT "°" Chkd JPU Date Scale N.T.S. Sheet No. Job No. 23038.20 5/28/2024 5/28/2024 Cycling Calculations (continued) Qin = 21 gpm Qout = 29 gpm (pump output for 6.93 ft of head) Cycle Time, T = time for pump to clear basin and fill up again under peak flow rate. Q = Qout - Qin = 8 gpm Time to clear, T. = VD/Q = 7 minutes Time to fill, Tf = VD/Qin = 2.6 minutes T = Te + Tf = 9.6 minutes per cycle Cycles per hour = 6.3 cycles per hour (during peak flow) Buoyancy Calculations FB = V, * pW; V, = Volume of Sump; pW = Density of Water; FB = Buoyant Force s pump basin pump basin Vs = 35.4 ft3 FB = 2212 lbs Hpump basin = 7.22 ft p W (pcf)= 62.4 To prevent flotation, we need Fe = FB; Need to find volume of concrete required to resist flotation. F = p V - p V ----> F = V *(p - p ) ----> V = F / (p -p) F = Concrete Force c c c �. c c V,*(pc W c c c W c Fc = 2212 lbs pe = 145 pcf VC = 26.8 ft3 of concrete required to resist flotation Vc,20% FOS — 32.1 ft 3 See attached sketch of Anti -flotation device for reference. Ve = IIr2H + (2ft)*(A0uter - Ainner) H = 1.80 ft Pump Calculations ENGINEERING Aouter (ft 2)= 12.57 Headloss Calculations Edmonds, WA 98020 (Cochran Residence By NAT chka JPU Scale N.T.S. Job No. 23038.20 Ainner (ft)= 4.91 Date 5/28/2024 Date 5/28/2024 Sheet No ° Series ZSGV BARNES Recessed Vortex www.cranepumps.com 1&0 Manual I Submersible Grinder Pumps Specifications: DISCHARGE ................................... 11W' NPT, Vertical, Bolt -on Flange LIQUID TEMPERATURE ................ 104°F (40oC) Continuous VOLUTE ............................................ Cast Iron ASTM A-48, Class 30. MOTOR HOUSING ............................ Cast Iron ASTM A-48, Class 30. SEAL PLATE .................................... Cast Iron ASTM A-48, Class 30. IMPELLER: Design ...................... 12 Vane,Vortex, With Pump Out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Material ..................... Cast Iron CUTTLER PLATE ............................. Hardened 440C Stainless Steel Rockwell® C-55. CUTTER ............................................ Hardened 440CStainless Steel, Rockwell® C-55. SHAFT..............................................416 Stainless Steel O-RING.................................. Buna-N HARDWARE ...................................... 300 Series Stainless Steel PAINT ................................................ Powder Coat SEAL: Design ....................... Tandem Mechanical, Oil Filled Reservoir. Material ...................... Rotating Faces - Silicon -Carbide Stationary Faces - Silicon -Carbide Elastomer - Buna-N Hardware -300 Series Stainless CORD ENTRY ................................... 30 ft. (9.1 m) Std. Cord. Custom Molded Quick Connect, for Sealing and Strain Relief CORD ................................................. CSA/ULApproved 12/4 Type SOW. UPPER BEARING: Design ....................... Single Row, Ball, Oil Lubricated Load .......................... Radial LOWER BEARING: Design ....................... Single Row, Ball, Oil Lubricated Load .......................... Radial & Thrust MOTOR: Design ....................... NEMA L-Single Phase, (ZSGV2072L, includes overload protection in the motor). NEMA B-Three Phase Torque Curve. Oil -Filled, Squirrel Cage Induction Insulation ................ Class F SINGLE PHASE ................................. Capacitor Start/Capacitor Run. Includes overload protection in the motor. Requires Barnes® Starter or Control Panel which Includes Capacitors, or Capacitor pack. THREE PHASE .................................. Dual Voltage 240/480; Requires Overload Protection to be Included in control panel. OPTIONAL EQUIPMENT ................... Impeller Trims, Cord Length. Moisture Sensors, Moveable Fitting, Leg Kit RECOMMENDED: Accessories .................. Break Away Fitting (BAF) Check Valve Control Panel SP° Swin C US PENDING Series: ZSGV 2HP, 3450RPM, 60Hz Sample Specifications DESCRIPTION: THE GRINDER PUMP IS DESIGNED TO REDUCE DOMESTIC, COMMERCIAL, INSTITUTIONAL AND LIGHT INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY. AWARNING: CANCER AND REPRODUCTIVE HARM - WWW.P65WARNINGS.CA.GOV CRANE E. A Crane Co. Company PUMPS & SYSTEMS USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 SECTION 3B PAGE 1 DATE 12/18 Series ZSGV Recessed Vortex BARNES @ Submersible Grinder Pumps www.cranepumps.com inches (mm) POWER CORD SENSOR CORD (OPTIONAL) 27.3 ° [693] ° WITH [283] OPTIONAL LEGS 4.17 1.00 23.7 [106] [25.4] [602] r7� 1.25" NPT FEMALE [94.4] 8.87 [225] 3.89 [98.8] OPTIONAL LEGS 3.57 [90.7] MODEL NO PART NO HP VOLT PH/Hz RPM NEMA FULL LOCKED CORD CORD CORD O.D. (Nom) START LOAD ROTOR SIZE TYPE # .02 (.5) CODE AMPS AMPS in (mm) ZSGV2072L 145349 2 208-240 1/60 3450 H 17.5-15.0 53.8 12/4 SOW .67(17.0) ZSGV2092L 145353 2 208-240 3/60 3450 J 8.5-8.2 43.9 12/4 SOW .67(17.0) ZSGV2042L 145480 2 480 3/60 3450 J 4.6 22.0 12/4 SOW .67(17.0) ZSGV2052L 145481 2 600 3/60 3450 J 3.6 14.5 12/4 SOW .67(17.0) Optional -Temperature sensor cord for all models is 14/3 SOW, 0.55 (14mm) ± .02 (.51 mm) O.D. (Not used on ZSGV2072L). Optional - Moisture and Temperature sensor cord for all models is 18/5 SOW, 0.49 (12.4mm) ± .02 (.51 mm) O.D., replaces Temperature sensor cord. IMPORTANT! 1.) PUMP MAYBE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA ISA COMMON OCCURRENCE. 313 2 LDATE CRAN E 12/18 0 A Crane Co. Company PUMPS & SYSTEMS USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 BARNES @ www.cranepumps.com Series ZSGV Performance Curve 2HP, 3450RPM, 60Hz Submersible Grinder Pumps 130 STANDARD IMPELLER SIZES 5.56in Pump HP Impeller Dia. in. (mm) 120 2 5.56 (141) 110 5.25 in 100 5 in 90 4.75 in 80 4.5 in a 70 R = 4.25 in 60 4 in 50 3.75 in 3.5 in 40 3.25 in 30 3 in 20 10 0 9pm CRAN E PUMPS & SYSTEMS SECTION 313 PAGE 3 DATE 7/09 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 LOT 1 PLN-2017-0020 �`9 I I FOUND IRON PIPE 0.30'W OF LINE & I OATS FROM PROP CDR I \ PROPOSED POOL DECK \\ FFE: 46.7 1� 1 \ I \V I `\ PROPOSED POOL HA-102 4 NE 1 /4, SW 1 /4, SECTION 07, TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M. FENCE COR WATER AND SEWER PLAN NOTES: y� % 0.9'N OF LINE & 05E FROMPROP 1. A MINIMUM OF T SEPARATION ON PRIVATE PROPERTY AND 5' SEPARATION IN THE ROW IS REQUIRED WIRE FENCE ON LINE COR I BETWEEN THE DRY UTILITIES(POWER, GAS,PHONE,CABLE, ETC.) AND SEWER, WATER AND STORM. 1 2. A MINIMUM OF 5' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. I SET REBAR/CAP I 3. AMINIMUM OF 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINE. °09'00'' E 152.00' I �1 4. RPBA PER DETAIL 1/C4.3. RPBA SHALL BE REGISTERED AND INSPECTED BY THE CITY'S N 85 / / / I ,� Y CROSS -CONNECTION CONTROL SPECIALIST, JEFF KOBVLK, WHO CAN BE REACHED AT 425.771.0235. GENERAL UTILITY NOTES: 1 PROPOSED CONCRETE PATIO FENCE 1. PER ECDC 18.05, ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. FFE: 52.3 2. MINIMUM OF THORIZONTAL SEPARATION AND VVERTICAL SEPARATION IS REQUIRED BETWEEN THE DRY UTILITY (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES. PROPOSED CONCRETE PATIO / � / I � I I UTILITY PATCHES AND PAVEMENT RESTORATION NOTES FFE: 51.8 / I _-___ / q�/ I 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE / I - - - - __-- I/ y: REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. -_------ _-- l-_-_---_-- / I 2. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND -f--t- TOTHE CENTERLINE OF ROADWAY. 1 / 1 II II 3. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED. PROPOSED PARTIALLY / j I II I I I 4. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE COVERED PATIO FFE: 51.8 I II II CONTRACTOR, NOT THE CITY OF EDMONDS. / FA-1• 1\ PROPOSED CONCRETE I\ FENCE 5. A RESTORATION LIMIT INSPECTION IS REQUIRED TO DETERMINE THE LIMITS OF FINAL -b1 DRIVEWAY AND / PARKING / I 1.2E / II TP-2 RESTORATION. �\ I I SEWER PUMP STATION (TO BE INSTALLED WITHIN BASEMENT FEE: 51.8 \ I / d 1 PLANTER MECHONNANICAL ROOM. REFER TO PLUMBING PLANS FOR % P • I I \ Z � CECTION TO SEWER PUMP. BACKFLOW PREVENTORTO I O I BE INSTALLED PRIOR TO CONNECTION TO PUMP BASIN) �,( RIM: 42.40 INF-1`d" / IE IF" NE): 38.68 7 / o I PROPOSED HOUSEIE FFE: 51.80' / �' I \ \ \ -' / �II / I/ / • a I' UPPER FLOOR FFE/ 52.10' d- db Ik Im If o LOWER FLOOR FFt:42.40' MAINTAIN VMIN oO TA -101 E SEPARATION BETWEEN DRY o d \ PROPOSED ACCESS j II �� ® UTILITIES AND o I M I TO BASEMENT / Wy c I STORM FACILITIES FFE: 42.4 G PROPOSED DRIVEWAY MAIN ENTRY I j FFE: 51.8 a q' I APPROX LOCATION OF I APPRO%LOCATION OF - / _J \ PROPOSED DRY HOSE BIB. MUST BE 1 3�' / r I - 7'' a \ UTILITY CONNECTIONS. WITHIN IS'OF THE /\q, • q x 4 / I / \ CONNECT TO EXISTING TP-11 PUMP BASIN. INSTALLAVB I I / CONDUITSTUBS \� CONNECT PROPOSED i/ / C4. 1 W W ) c d .a 4. I I m F05CE RESIDENCE TO THE EXISTING 3 WA TER METER WITHIN THE I /W� 3!^ // I / I ROW. CONFIRM LOCATION �/ , , Z a C4' PRIOR TO CONSTRUCTION sT` 11/2"WA IE: 46.00 �' j - I } / 2"PUMP LINE IE: 43.83 ad. GA / (1.0' VERT SEP) SSCO W/BACKFLOW PREVENTOR 11/2" COPPER WATER I 11 I % RIM: 50.47 I �. ® i7j^' FOUND TACK/LEAD SERVICE LINE FROM / SSCO W/ CHECK VALVE I N 1 IE (6" N): 46.97 I I L5# JD4490 / RIM: 49.90 / IE 6"5:46.87 C4E I METER W/TRACER WIRE / / e I ) / �� / I LACE END 1ER 0.05'N OF LINE & 1L / C4 C4 IE 'SE): 46.40 / / I - OM PROP COR 0.12'W FROM PROP COR \ s• / / AP P ROX LOCATION OF SEWER PUMP FENCE COR 1'3 --I \$, 0• 20 LF - 6" PVC @ 10.5% / CONTROL PANEL AND RED 1.2'E OF LINE `l' y / ' / / FLASHING ALARM. RED ALARM LIGHT r p / & 3.9'N FROM \ / 58 LF _ 2" IRS POLY / TO BE VISIBLE FROM THE ROW \ / PROP COR / 4 5 HI-MOL FORCE MAIN - - \\\ sl C4. C4.7 (3'MIN COVER) -\� 900 182.110� 1" IRR METER & � N - / N 19 LF - 6" PVC @ 8.5% SERVICEW/ BACKFLOW / - - /A- SSCO 7 LF ^' 6" PVC @ 10.0% SSCO / RIM: 51.16 I 5 e� ` I / 1 2 �. RIM: 52.0 \` A _ / e� IE (RIM: 44.51 I 55C0 _ IE (6" N): 4525 C4. C4. O NEW WATER LINE. C4. �' IE (2" N): 44.61 1 RIM: 51.25 1 2 / IE 6:W :45.15 E 3 CONNECT TO PROPOSED I II IE (6"NE): 44.45 Cq, Cq, - ( ) /i i DOMESTIC LINE WITHIN / 3 LF - 6" PVC @ 2.0% IE (6: 5): 44.35 �/ _ _ _- --1 w --- PRIVATE PROPERTY PER / (FORCE LINE SHALL (((��� W� N FOUND IRON PIPE I z I ?� I 2LF ^'6"PVC@2.0% �W� EXISTING PUD AND 0.11'W OF LINE & CITY'S REQUEST / TRANSITION TO AGRAVITV I / 8"DI WSW / XISTING 6" I \ \I DRYSTUBUTILITY CONDUIT SYSTEM ON PRIVATE W� I 0.18'S FROM PROP FOR 3 A W 55C W/ COVE 3 LF ^' 6" PVC @ 2.0% W� W I � STUBS. INSTALLED o I I INSTALL NEW 1" Ag / O o PROPERTY, PRIOR TO CONCRETE I W� ENTERING THE ROW) I WPM'-� `i' UNDER PLN2017-0020. ` WATER METER ASPHALT N C. WITHIN EX TING 2 WRIM: 51.3W� CONNECTPROPOSED APPROX. LOCATION I I PAVEMENT \ -�-� _ �W IE: 44.15 I RESIDENCE TO THE /� 1 PL \ METER BOX \y�W PER RECORDS (NP) FREDERICK f SSCO I EXISTING SSCO WITHIN THE L� EXISTING PUDAND WSW RIM: 51.32 �I ROW. CONFIRM LOCATION 3 DRY UTILITY CONDUIT SS�Ss-Ss- �I PRIOR TO CONSTRUCTION C4. \ \ \ 5 C4. C4. IE (6"N,NW): 44.31 I -� \\ \ SN �55�55� IE (6" S): 44.21 5D �) / -� �. I BA515 OF BEARINS EAS \\ Ss55�55� \ N 85'09'00" E 948.6]'�M h�ss�ss� \ 50 CALC'D PER Rt ss� \ 1 EXISTING SEWER LATERAL (948.65' 2) 55� 55 j 1-SD�SD� WAS TFOR USEDAPPROVED SsL�55�S5 \\-SD-sD�sD 50 CO TYPE 1 FOR USE DURING THE \ SD ( ) �55� SUBDIVISION PROCESS 1 5D� RIM=so.55' ss=��ss�ss / 5D ce (TYPE 1) IE(W) 12"PVC=58.75' �sS�CbS TYPE 1) �sD RIM=53.10' P�PP� Pp IE(E) 12"GONG=58.95' -Ss�s5�5S RIM=4].23' \ SD�SD_�SD IE(E) 112"CONC-5l o0' _ Pp�P-P- IE(W) 12"GONG=45.43' o/ -SD / () -p_P p� IE(IE 124 PVC=45.68' P_SO �p IE(5) 4"PVC=46.33' SD�SO 11l /-P-P�p�P /so SD�SO P PP P P P _PP RE �sD SD _/ PPP _ LSD UTILITIES PLAN T SCALE: 1" = 10' 10 0 5 10 20 I A U ©� XL _ _ _J� Q LJ OF iLOW A D J I WATER MNN F MATERIAL LIST: JAILl' SERVICES TO BE TYPE 'K" 101T COPPER TUI NG 1"BALLCORP. STOP WITH CC THREAD INLET AND COPPER (CIS) OR1P OUTLET (FORD OR MUELLER) DUAL PURPOSE UNION MIPT X CIS GRIP BALL VALVE CURB STOP EOUAL TO FORD 884-4440 FOR 1" OPURPOSE UNIONS ONI" METER SERER WITH ANGLE BALL METER VALVE IS" NIGH WITH GAL INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-1SW-11-/4 SERVICES'WHEN PLACING NEW USE SALE AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD V004-15W-11-44 8 1" CC TA➢ SERVICE SADDLE EQUAL TO ROMAAC LOTS C IN UNPAVED AREAS: CARSON 1324 MS8CF WITH DUCTILE RON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A600i"6PCX12 BOX W/ A600196969 RCI UD H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PNNTED 2" X 4" STAKE WITH 1YATER* STENCILED ON R I 14 G& VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10-) TO BE GROUNDED AT METER AND HOUSE J SCHEDULE 40 3/4" OR I" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING K WATER SERVICE TO HOUSE. WSTALED BY OWNER/CONTRACTOR (PER PLUMBING CODE) L PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR I" METER THROUGH THE CRY 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 Sro41 BE SET AT THE PROPERTY LIE HATLESS APPROVED BY THE CITY ENGINEER. METER BOXES SWILL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 1" WATER SERVICE JAMTARY MI (FOR 3/4" & PUBLIC WORKS 1" ME ENS) STANDARD DEPARTMENT DETAIL S:. N R. ENGLISH WA-130 C � ENGINEERING 111 411 AVE. S., SUITE 200 EDMONDS, "ASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 ff"I® Q m N N C O O O DESIGN: NAT DRAWN: JCP CHECK: JPU JOB NO: 23038.20 DATE: 06/16/23 LLJ U W Q � Z a- o 00 Y Cl) U cw CITY OF EDMONDS STANDARD DETAIL Z (� 2 SCALE: NTS � � Z BLD2023-0799 & BLD2023-0811 U � :2 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 U oD w SHEET: C4.1