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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />CONSTRUCTION NOTES <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />_ I <br />Z QL I I I <br />a o 6 <br />I <br />I I I i <br />P CP <br />� 1 1 <br />I I <br />1 MPE <br />S —.GAS Ga GAS {— <br />�. 17 I <br />a <br />1 i II I <br />*AS GAS G ASI— <br />;i I I <br />i <br />� I I <br />15 a <br />r whaPa below. <br />:all hefm"v ii <br />0 30 60 <br />PLAN IN FEET <br />:NT BUILDING (TYP.) / <br />/ <br />---Lse-- <br />APPROXIMATE LOCATION <br />\ o4. <br />I 4 <br />I <br />28050700306 00 <br />SDI SD e2 R SD <br />a <br />a <br />+ i r <br />--------------- <br />\` \ 23+00 <br />O4" DI WATER SERVICE AND METER PER COE STD. DWG. 504 <br />w/ 4" BACKFLOW ASSEMBLY (DCVA) PER COE STD. DWG. <br />516; DCVA LOCATED WITHIN BLDG. MECH. ROOM, APPROX. <br />PIPE LENGTH PER PLAN <br />2O SAWCUT, REMOVE AND REPLACE EXIST. PVMT. <br />O3 PUBLIC WATER SYSTEMS, SEE C5.01 AND C5.02 <br />OFIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. <br />60 DI LENGTH PER PLAN <br />OPOST INDICATOR VALVE (PIV), WALL MOUNTED WHERE <br />SHOWN ON PLANS <br />O6" FIRE DEPARTMENT CONN. (FDC) AND DI FIRE SPRINKLER <br />SERVICE, LENGTH PER PLAN, SEE FIRE SYSTEM NOTES <br />O1" IRRIGATION WATER SERVICE PER COE STD. DET. 501 w/ <br />1" BACKFLOW ASSEMBLY (DCVA) PER COE STD. DET. 520, <br />CONTRACTOR TO INSTALL <br />O PUBLIC UTILITY EASEMENT <br />O9 POTHOLE TO FIELD VERIFY LOCATION OF EXIST. WATER MAIN <br />10 BLOW OFF ASSEMBLY PER COE STD. DET. 511 <br />11 1" AIR VAC VALVE ASSEMBLY PER COE STD. DET. 512 <br />12 DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) IN VAULT PER <br />COE STD. DWG. 515, DCDA SIZE TO MATCH SERVICE, SEE <br />FIRE SYSTEM N07E 3 <br />13 PRIVATE FIRE SERVICE SUPPLY MAIN; SEE C5.03 <br />14 REUSE EXIST. DOMESTIC OR IRRIGATION WATER SERVICE AND <br />METER FOR NEW IRRIGATION SERVICE PER COE STD. DET. <br />501; INSTALL BACKFLOW DCVA PER COE STD. DET. 520, <br />EXIST. SERVICE SIZE AND PIPE MATERIAL PER PLAN <br />LEGEND <br />- <br />WATER METER AND SERVICE LINE <br />FIRE DEPT. CONN. (FDC) <br />— <br />FIRE SERVICE <br />STORM DRAIN <br />I[]; <br />SD CATCH BASIN <br />SS <br />SANITARY SEWER MAIN <br />STD. PRECAST MANHOLE <br />— — — — — — <br />— SIDE SEWER SERVICE <br />FW <br />SIDE SEWER CLEANOUT <br />W <br />WATER MAIN <br />WATER SERVICE <br />— — — — <br />PUBLIC UTILITY ESMT. <br />FIRE HYDRANT (FH) <br />BACKFLOW ASSEMBLY (DCVA) <br />NOTES, <br />1. ALL WATER VALVES SHALL BE PROVIDED WITH VALVE BOX AND <br />OPERATING NUT EXTENDED PER COE STD. DWG. 505. <br />2. MEGA LUGS SHALL BE INSTALLED AT ALL BENDS AND FITTINGS <br />IN ACCORDANCE WITH COE STANDARDS. ALL PIPES AND <br />FITTINGS SHOWN AS RESTRAINED JOINTS (Rd) SHALL BE <br />MEGALUG GASKET OR APPROVED EQUAL. <br />3. DOMESTIC WATER SERVICE SUPPLY SHALL INCLUDE A DOUBLE <br />CHECK VALVE ASSEMBLY (DCVA) INSIDE BUILDING MECHANICAL <br />ROOM W/MATERIALS AND CLEARANCES PER COE STD. DWG. <br />520, REF. PROJECT PLUMBING PLANS/DETAILS. <br />4. THE CONTRACTOR SHALL VERIFY ALL SANITARY SEWER, <br />DOMESTIC WATER, AND FIRE SERVICE CONNECTIONS SHOWN ON <br />THIS PLAN WITH THE INFORMATION PROVIDED IN THE PROJECT <br />PLUMBING AND FIRE SPRINKLER PLANS/DETAILS AND N071FY <br />ENGINEER OF ANY VARIANCES PRIOR TO CONSTRUCTION. <br />5. ALL WATER MAIN PIPES SHALL BE DUCTILE IRON, CLASS 52 <br />WITH A MINIMUM COVER OF 36" UNLESS 07HERWISE NOTED <br />AND APPROVED BY THE CITY. <br />6. COE WATER DEPT. CREWS SHALL MAKE ALL CONNECTIONS TO <br />ACTIVE PUBLIC WATER MAINS UNDER SEPARATE UTILITY PERMIT. <br />CONNECTION FEE SHALL BE BASED ON A COST ESTIMATE BY <br />THE WATER DEPT. AND WORK SHALL BE AT OWNERS EXPENSE. <br />WATER PURIFICATION TESTING SHALL BE COMPLETED PRIOR TO <br />CONNECTION. <br />Z EXIST. WATER METERS AND SERVICES NOT IN USE SHALL BE <br />REMOVED BY COE WATER DEPT. CREWS UNDER SEPARATE <br />UTILITY PERMIT. REMOVAL FEE SHALL BE BASED ON A COST <br />ESTIMATE BY THE WATER DEPT. AND WORK SHALL BE AT <br />OWNERS EXPENSE. <br />8. THE LOCATION OF THE YARD HYDRANT SHOWN IS <br />APPROXIMATE CONTRACTOR/OWNER SHALL DETERMINE FINAL <br />LOCATION AND SOURCE CONNECTION. YARD HYDRANT SOURCE <br />LINE MAY NOT CONNECT DIRECTLY TO PUBLIC WATER MAIN <br />AND SHALL BE INSTALLED AFTER PREMISE ISOLATION. <br />FIRE SYSTEM N07ES <br />1. FIRE SERVICE SUPPLY LINE SIZES SHOWN ARE APPROXIMATE <br />ACTUAL LINE SIZES SHALL BE PER FIRE PROTEC71ON ENGINEER. <br />2. COE UTILITY SERVICES DEPARTMENT SHALL HAVE ACCESS TO <br />MECHANICAL ROOMS DURING THE HOURS OF 7.30AM TO <br />4.00PM, MONDAY THROUGH FRIDAY. <br />3. FIRE SERVICE SUPPLY SHALL INCLUDE A DCDA IN AN EXTERIOR <br />VAULT W/ A CITY APPROVED TRAFFIC RATED LID PER COE <br />STD. DWG. 515 AS SHOWN. ALL FIRE SPRINKLER SUPPLY LINES <br />AND APPURTENANCES SHALL BE INSTALLED PER COE DESIGN <br />AND CONSTRUCTION STANDARDS AND SPECIFICATIONS. FIRE <br />SPRINKLER SYSTEM DESIGN AND CONNECTION DETAILS SHALL <br />BE PROVIDED AND APPROVED UNDER SEPARATE PERMIT. <br />4. ALL PRIVATE FIRE SERVICE SUPPLY LINES SHALL MAINTAIN A <br />HORIZONTAL SEPARATION OF NOT LESS THAN 10 FEET AND <br />VERTICAL SEPARATION OF AT LEAST 18 INCHES FROM POTABLE <br />WATER MAINS. PRIVATE FIRE SERVICE SUPPLY LINES SHALL <br />CROSS UNDER POTABLE WATER MAINS UNLESS OTHERWISE <br />APPROVED BY THE CITY WITH ALTERNATE PROTECTIONS. <br />Copyright ® 2020 CPH Consultants, U.C. All Rlghts Rmirved. <br />U <br />i <br />f <br />f <br />f <br />f <br />f <br />f <br />f <br />J <br />O <br />0 <br />J � <br />rn : o <br />z > w <br />o <br />� w Y <br />O QJ <br />Q <br />Z w <br />O U Z It <br />z Q o 0 <br />~ cc 8 Z a Of <br />o <br />in <br />W �j W W H Z J (:J <br />a z rr z r o z <br />(q O %W <br />ty w (QN� ly 3 <br />jr Et Q W w <br />0 3 0 N o o <br />W lY J 0 Q J C] <br />U w W m Q w m O <br />DO m <br />a w w LL cQa ¢ ¢ <br />w N " N N <br />H rD m t j CO r a0 <br />o 013 <br />CO v <br />eH <br />�GI 21SRI 24I2- I2ICI24 <br />ONAL l�Q <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />3Y MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />V J <br />W <br />I..L <br />O <br />0 <br />LL <br />CLIENT <br />C) <br />O <br />C) <br />a <br />CC <br />a <br />I <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 12' <br />BELLEVUE, WA98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning - CNiI Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 1201h Street <br />Kirkland, WA 98034 • )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 I <br />Wenatchee, WA 98MI • (509) 293-7731 <br />www. c p h c o n s u l t a n ts. c a <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C5.03 <br />SHEET 38 OF 62 <br />