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Edmonds Mixed Use Civil Drawings 08.14.19.pdfNE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. HALLER ARCHITECTS LLC Ai N0i00iZI II II II II 10 II II 11 II crl crl 411 oc.,I 90 .c�"n •c�"'n C.N II �" P. cv, rn 1> I 000 0vo orn H'v a / v I1 SD#2 CB TYPE 2-48" RIM = 38.49 IE 30.83 (12" N) IN IE 30.83 (12" S) OUT IE 35.36 (12" E) IN IE 35.64± (6" W) IN (COMPLETED FOR PHP­ CONSTRUCTION) NEW GAS SERVICE BY OTHERS; 5' SEP FROM WATER, OBTAIN APPROVAL FOR 1' SEP FROM DET PIPE FROM GAS COMPANY A A PLAN NOTES: 1. POTHOLE BEFORE ALL WATER TAPS TO VERIFY GAS MAIN DEPTH & LOCATION. 2. FIRE LINE SIZE TO BE CONFIRMED BY FIRE SPRINKLER DESIGNER. 3. PLUMBING CONSULTANT TO VERIFY METER & SERVICE SIZE. SIZING OF DOMESTIC LINE & METER TO BE CONFIRMED ONCE PLUMBING PERMIT IS SUBMITTED & REVIEWED. ISSUANCE OF DOMESTIC METER WILL NOT BE ISSUED UNTIL THE SUPPLY LINE SIZING HAS BEEN VERIFIED. 0000�?„(14 II II II � II .4 v v (1I c�i1 cQ`O�nN)o '4 SD#1 CB TYPE 2-48" /' X -WALK I / / / / / CONCRETE SIDEWALK_ _ _\ \ RIM =38.30 / \ �D _-- ---- _ - - -- -- -- JA 1E 30.39 (12" N) INN' // I -_-IE = 33.0 _ IE 31.42 _2'-S) OUTIE30.39(12"S)OUT_ - GAS GA "' GA GA GAS GAS A IELD F A`- GAS AS - GAS GAS -G GAS GAS GAS GAS GAS- S �C`OND �C N E 35.2± (6" ) � ASPHALT SURFACE I I(COMPLETED FOR P SEI - -30 LI 6" PVC HOT TAPSCONSTRUCTION) E -2 VALVE @2 ( N 28"5614' E a (INSTALLED PHASE 1) �' WATER VALVE CLUSTER 2 SIM W/ FIRE & DOMESTIC 420.64 - - - - - - - - - - - - - - - - - - - - - - - F-- C4.2 _- -SD- - -S - - -SID - LID- - -SD SD- � - -\" /2" METER \ � m I 1 ( BA IN BLDG) .,� r-- - �2 I I � \ �� w 4' FIRE SERVICE W/ 4 GV TO W I I� � I �� I NI<LEI��LSER ROOM AT �� SID /�J \��� C4.2 IE = 33.60 I I eFH ASSEMBLY �I �' I B�EMENT LE�/EL. DCDA INSIDE _ W W W W W D _________J L_________----- L_ ______ BLDG. KNOX BOAC INSIDE BLDG17 Z Z Z 0 O / _ _ - - - - a Q l CONCRETE/ L E CONCRETE °d - - - - - - - - - - p - - - - - - ° _ '12.00'(AB)° a '� /.�2,.0(L'�AB) -- --�-- -- /, I FH @ INTERSECTION INSTALLED m d. // /. FURTHER EAST(AB) / I 33 AB _/ / \ / I d- - - - - -- \ ------ (SEE PLUMBING IST�// /'IRRIGATION ING A E m °' l.SEI ------' DRAWINGS FOR a. ^I CONNECTION / // - I SERVICE, SERVI S H / I 40, POINT PIV ° WALL MOUNT \ �_ SEE PLUMBING DRAWINGS d / j BLDGS FORCONNECTION POINT AFDC Lo " I , - -- -- - -- - ---- a / / / / (,,, 4 -D �gc 1 `�° I � I � \ ° TRANSFORMERS v R) c8 ° d J / L / o I q as I °a - - 'POWER, PHONE„CABLE, �\ la PROPOSED BUILDING a ° DATA ROUTED FROM / (PHASE II) PHASE I BY OTHERS o - 2 / ' C D I' 0- / d / - -- - -_ - r-V -cf) T --\-T � _-T-_ _ T - -- T - -- T=- T- T - -T - -- T - - - - \ � rl INJ mC . , N 28`57'0 / E I 1 6' WIDE ALLEY /_ 360.45 M J 1 e � ' E 1 / , �r� z:ZE� - m O\O 0o Z_ WATER AND SEWER PLAN SCALE: 1" = 20' MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I 4" STORZ ADAPTER DOUBLE SIDED BLUE ROAD 1/2" EXPANSION RAISED PAVEMENT JOINT MATERIAL _. 18" MIN-24" MAX MARKERS 4" MIN-6" MAX ABOVE FINISHED ALIGN VALVE BOX EARS I GRADE PARALLEL WITH THE THICK 3' x 3' x 3.5' CONCRETE + FINISH GRADE WATER LINE IT SERVES _ 4„ PAD AROUND e FL x MJ 6" R.W. CAST IRON ADJUSTABLE HYDRANT GATE VALVE VALVE BOX 1 CY 1-1/2" WASHED TEE WITH ROCK. 1' MIN ABOVE rRESTRAINED JOINTS FLANGED FLANGED DRAIN HOLES AND MEGA -LUG OR CO ECTION CONNECTION AROUND HYDRANT TO EQUAL FROM FOR HYDRANT BOTTOM OF DITCH LINE. HYDRANT TO VALVE VALVE COVER TOP AND SIDES (TYP) WITH MIRAFl 160N OR THRUST BLOCK APPROVED EQUALA. 10 MIL PLASTIC UNDISTURBED EARTH BETWEEN BLOCK do TEE 12%12"x4" CONC. BLK. 12"x12'x4" 2" MIN CONC BLK CLEARANCE HYDRANT CONNECTION PIPE TO BETWEEN BE DUCTILE IRON CLASS 52. y BLOCKING ANY INTERMEDIATE JOINTS TO BE AND RESTRAINED = BOLTS .. THRUST L'� °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zo15 FIRE HYDRANT ASSEMBLY _7 I PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst. 189� APPROVED BY: R. ENGLISH E7.1 PROPERTY LINE O GROUND/ROADWAY i� 11 I 11 Oil I I II II II II N II II � L E L r- M D y H TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES OA MATERIAL LIST: 2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO JO WHEN REPLACING EXISTING SERVICES: ROMAC STYLE 202'S EQUAL TO FORD V13B87-12HB-1177 OB 2" BRASS IP BALL CORP WHEN PLACING NEW SERVICES (HIGH BYPASS): EQUAL TO FORD VBH87-12HB-1177 © 2 - 2" BRASS STREET ELLS FOR SWING JOINT OK METER BOX ARMORCAST A600164OPCX18, WITH ARMORCAST LID A6001947TRCI-H7 OR APPROVED OD COPPER TYPE K SOFT PIPE (2") EQUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED CI EO 2' MIPT X CTS GRIP FITTING READER FO 2" FIPT X CTS GRIP FITTING OL 2" TYPE "K" HARD COPPER OG BACK SIDE OF METER BOX SHALL BE SET AT THE MO SCHEDULE 40 2" PVC CAP OR PLUG REMOVED PROPERTY LINE UNLESS APPROVED BY THE CITY WHEN CONNECTION MADE TO CUSTOMER ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS ON 4"x4'x8" CONCRETE BLOCK SUPPORTS APPROVED BY CITY ENGINEER. 00 2" RESILENT WEDGE GATE VALVE (FIP x FIP) WITH OH 2" BRASS ST ELL 2" AWWA OPERATING NUT OI METER SPACER TO BE SUPPLED AND INSTALLED BY O 2 PIECE VALVE BOX -TOP SECTION TO BE RICH THE CONTRACTOR. SPACER MUST HAVE A MINIMUM 940 STYLE 1B" WITH REGULAR BASE SECTION OF 8 - 1/4" HOLES DRILLED IN SPACER BODY. LENGTH TO FIT NOTLL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 1-1/2" OR 2" METER THROUGH THE CITY. THE CITY Q@ WATER SERVICE TO BUILDING INSTALLED AND WILL SUPPLY METER AFTER PURCHASE FOR CONTRACTOR CONNECTED TO SERVICE BY OWNER/CONTRACTOR INSTAL- IF 1-1/2" METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. 2" WATER SERVICE REVISION DATE CITY OF EDMONDS FOR 1-1/2 OR 2 OCTOBER 2015 PUBLIC WORKS METER INSTALLATION STANDARD DEPARTMENT DETAIL FS}, 10� APPROVED BY: R. ENGLSH E7.6.1 REFER TO CHART 4" HOSE CONNECTION W/ STORZ FITTING CHECK (AS REQ'D BY FIRE DEFT) VALVE - [--6"(TYP) 16" MIN ' ' � ' - - - - - - - - - - - - - - - - - PIV 18" MAX CCNNECTION PRE -ASSEMBLED, DOH STATE' 18" MIN AS REQUIRED APPROVED DOUBLE CHECK - MEGA LUG MID SPAN BY FIRE I DETECTOR VALVE ASSEMBLY RESTRAINT AND THRUST MARSHAL FLxFL TEE BLOCK AND VAULT SEAL SEE COE STD DTL E7.2.2 FLOW L) Im I A T (TYP) FLANGED MEGALUGS FRTING I z D DI COUPLING ALL ADAPTER PENETRATIONS LEXTEN ° SHALL BE CORE L�DRILLED AND MADE WATER TIGHTUSING SR2 W/TRPL REMOTE READ LADDER PER SHRINKSENSUS APWA GROUT WITH THE TRPL SHALL BE INSTALLED ON STD PLAN /41 WATER SEAL HATCH CLOSE TO HINGE ALIGN WITH HATCH DOUBLE LEAF LID (MODEL-L.W. HATCH) OPENING TO BE LOCATED WITHIN 18" OF INSIDE VAULT WALL FOR EASIER LADDER ACCESS EXTERIOR PLAN VIEW TES: 1. ACCESSES BY L.W. HATCH: TYPE 'D' (HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD) WITH SIDE OUTLET GUTTER DRAIN. 2. DCDA MUST BE TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER. 3. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. 4. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. 5. SEE COE STD DTLS E7.19 AND E7.20 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS. VAULT SIZES METER SIZE AND TYPE APPROXIMATE EQUIPMENT DIMENSIONS MINIMUM INSIDE VAULT DIMENSIONS (EXCLUDES SIAMESE CONNECTION) A B C D LENGTH WIDTH HEIGHT 4" x 3/4" 2'-9" V-1" 0'-6' 4'-3" 10'-0" 5'-0" 6'-6" 6" x 3/4' 3'-9" V-2" 0'-8' 5'-6" 11'-0" 6'-O" 6'-6" 8" x 3/4" 4'-5" V-4' 0'-9' 6'-4' 12'-O" 6'-0" 6'-6" 1C" x 1" 6'-0" 1'-8" O'-11 8'-6" 14'-6" 7'-0" 6'-6" NO HIGHER THAN 5' TO CENTER OF #2 SHUT OFF VALVE 6" MINIMUM FROM THE FLOOR SENSUS SR2 WITH ECR/WP REMOTE READ THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY METER READING INDOOR VERTICAL INSTALLATION REVISION DATE CITY OF EDMONDS DOUBLE CHECK DETECTOR OCTOBER 2015 ASSEMBLY (DCDA) PLAN PUBLIC WORKS (COMMERCIAL/MULTI-FAMILY) STANDARD DEPARTMENT DETAIL Fst 1-139� APPROVED BY: R. ENGLISH E7.8 NOTE: THIS DETAIL IS PROVIDED TO SHOW DCDA ASSEMBLY. VAULT NOT REQUIRED, SINCE DCDA IS INSIDE SPRINKLER ROOM. X - WALK / 1 o / � GAS TAS ,, GAS - 0 _4-5_ / -ASS '� SS I I 1 Jr �\\ I I 0`� c I w / � D WALK - E- � E--- El -- --- MM� 0 v � NNi �Zo / / II II O V � -4 \ \� / m / I 0 Auf \ / \\ / / O TO / 0)/ c� / 0 0 / o \ TO M \ I c OHP w I j nl nl nl � v v I o 00 / CO 4, 1\ / 00 I0 \ 00 J ~Z`n a 0 20 c, 0 10 20 (AB)DENOTES AS -BUILT VALUE I1T 1,T Ffi M ti °' rn N) _ °' �n rri � O ��tiHa II � n �3, � � N "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" 40 APPROVED FOR COr STF UC-10N CI TY OF DM )N d 3 DATE: By. CITY ENGI --ERIN( DIVISI' N 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY MAP DATE REVISION 4/22/16 PERMIT SET �8/18/16 PERMIT REVISIONS 11 /14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS 02/22/17 CONFORMED SET 08/14/19 AS -BUILT SET DESIGN JPU DRAWN ZOS CHECKED �� PROJECT �TEAM MEMBER CHECK ENGINEER SEA NO TITLE WATER AND SEWER PLAN PROJECT NO. 15159.20 DATE AUGUST 14, 2019 PROJECT NETWORK PATH SHEET NUMBER C401 CONFORMED SET 00�1 19 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS