Laserfiche WebLink
3 <br />E <br />0 <br />V, <br />0 <br />A <br />UTILITY CROSSING TABLE <br />BOTTOM UTILITY <br />TOP <br />TOP UTILITY <br />BOTTOM <br />CLEAR <br />1 <br />STORM DRAIN <br />t5OIS6 <br />SANITARY SEWER <br />t504.12 <br />t2.25' <br />2 <br />STORM DRAIN <br />t502.20 <br />SANITARY SEWER <br />t504.99 <br />t2.78' <br />3 <br />STORM DRAIN <br />t502.59 <br />SANITARY SEWER <br />t50509 <br />t2.26' <br />4 <br />STORM DRAIN <br />t504.34 <br />SANITARY SEWER <br />1505.17 <br />50.83' <br />5 <br />STORM ORAN <br />t502.94 <br />SANITARY SEWER <br />t505.16 <br />t2.22' <br />6 <br />STORM DRAIN <br />t504.12 <br />SANITARY SEWER <br />t501.86 <br />t2.26' <br />7 <br />TE WATER <br />t503.09 <br />STORM DRAIN <br />t504.29 <br />t1.2' <br />8 <br />FIRE WATER <br />t504.29 <br />TE WATER <br />t503.09 <br />t1.2' <br />9 <br />FIRE WATER <br />t504.20 <br />STORM DRAIN <br />t503.77 <br />t1.2' <br />10 <br />FIRE WATER <br />t499.45 <br />STORM DRAIN <br />t500.95 <br />t1.5' <br />11 <br />DOMESTIC WATER <br />t499.50 <br />STORM DRAIN <br />t501.00 <br />t1.5' <br />UTILITY CROSSING NOTE: <br />CONTRACTOR SHALL MAINTAIN MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES <br />AS REQUIRED BY JURISDICTIONS HAVING AUTHORITY. CONTRACTOR TO VERIFY <br />SEPARATION REQUIREMENTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER <br />OF ANY DISCREPANCIES. <br />❑e SEWER STRUCTURE NOTES: <br />I. CONTRACTOR TO POTHOLE THE EXISTING SEWER LATERAL AT PROPOSED <br />CONNECTION LOCATION TO VERIFY DEPTH AND LOCATION OF CONNECTION. <br />POTHOLING SHOULD OCCUR PRIOR TO CONSTRUCTION. CONTRACTOR <br />SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY <br />DISCREPANCIES. <br />2. NEW 1,500 GALLON <br />PRECAST GREASE INTERCEPTOR WITH SAMPLE BOX <br />OLD CASTLE MODEL 5106-GA <br />SEE DETAIL 4/C5.2 PLUMBING PLANS FOR GREASE INTERCEPTOR DETAILS. <br />SEE SANITARY SEWER TABLE THIS SHEET FOR RIM AND INVERT <br />ELEVATIONS. <br />3. SANITARY SEWER CLEAN OUT (TYP.). SEE DETAIL 1/C4.2. <br />4. TRASH ENCLOSURE FLOOR GRAIN. SEE DETAIL 2/C5.2. <br />5. CONTRACTOR TO INSTALL MINIMUM 1/2 HP SEWER GRINDER PUMP <br />LOCATED IN THE FLOOR DRAIN. PROVIDE MINIMUM 2' SUMP. CONTRACTOR <br />SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY ELECTRICAL <br />PERMITS AND DESIGN NECESSARY TO INSTALL PUMP. CONTRACTOR SHALL <br />COORDINATE PUMP SELECTION AND OBTAIN DEVELOPER APPROVAL PRIOR <br />TO CONSTRUCTION. 243 LF OF 3" FORCE MAIN BETWEEN AREA DRAIN /1 <br />AND SSCO/2. <br />UTILITY PLAN <br />FOR <br />CHICK-FIL-A EVERETT <br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. <br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />( UTILITY POTHOLE NOTE: <br />1. THE CIRCLED LOCATIONS ARE REWIRED TO BE POTHOLED TO CONFIRM WHETHER OR NOT <br />UTIUTY CONFLICTS NEED TO BE RESOLVED. POTHOLING SHOULD OCCUR PRIOR TO <br />CONSTRUCTION. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY <br />CONFLICTS. <br />5 <br />z <br />3 <br />3 <br />SANITARY SEWER <br />STRUCTURE <br />TABLE <br />FLOOR DRAIN 01 <br />RIM=505.17 <br />IE=503.50 (6" <br />OUT NE) <br />GREASE INTERCEPTOR <br />RIM=506.52 <br />IE=502.16 (6' <br />IN W) <br />IE=501.83 (6' <br />OUT E) <br />SSCO #1 <br />RIM=507OO <br />IE=502.50 (6' <br />OUT N) <br />SSCO #2 <br />RIM=506.67 <br />IE=502.20 (6' <br />IN S) <br />IE=502.20 (6' <br />IN W) <br />IE=502.20 (6' <br />OUT E) <br />SSCO #3 <br />RIM=507.00 <br />IE=503.99 (6' <br />OUT N) <br />SSCO p4 <br />RIM=506.90 <br />IE=501.72 (6' <br />IN W) <br />IE=501.72 (6' <br />IN S) <br />IE=501.72 (6' <br />OUT E) <br />SSCO #5 <br />RIM=507.32 <br />IE=501.24 (6' <br />IN W) <br />IE=501.24 (6" <br />OUT S) <br />SSCO R6 <br />RIM=506.69 <br />IE=500.15 (6' <br />IN N) <br />® WATER STRUCTURE TABLE <br />1. CITY OF EVERETT DEPARTMENT TO MAKE ALL CONNECTIONS TO LIVE WATER <br />MAINS UNDER SEPARATE UTILITY PERMIT. UTILITY PERMIT WILL BE BASED ON A <br />COST ESTIMATE PREPARED BY THE WATER DEPARTMENT AND PAID FOR BY THE <br />OWNER/CONTRACTOR. <br />2. INSTALL 103 LF 6" CL52 D.I. <br />3. INSTALL COMPOUND METER PER CITY OF EVERETT STANDARD DRAWING 503. SEE <br />SHEET C5.0. <br />4. INSTALL 7 LF 6" CL52 D.I. <br />5. INSTALL 9V W BEND WITH THRUST BLOCKING. <br />6. INSTALL 91 LF 2" TYPE K COPPER PIPE. <br />7. INSTALL 95 LF 2" TYPE K COPPER PIPE. <br />8. APPROXIMATE LOCATION OF DOMESTIC LINE CONNECTION TO BUILDING. <br />COORDINATE FINAL LOCATION WITH PLUMBING PLAN. <br />9. INSTALL 3/4' WATER AND 1" DCVA METER FOR IRRIGATION SYSTEM PER CRY <br />OF EVERETT STANDARD DRAWING 501. SEE SHEET M.G. <br />10. SEE LANDSCAPE PLANS FOR IRRIGATION SYSTEM INFORMATION. <br />11. INSTALL 83 LF 6" CL52 D.I. <br />12. APPROXIMATE LOCATION OF FIRE LINE CONNECTION TO BUILDING. COORDINATE <br />FINAL LOCATION WITH PLUMBING PLAN. <br />13. APPROXIMATE LOCATION OF WATER SERVICE LINE TO TRASH ENCLOSURE. <br />COORDINATE FINAL LOCATION WIN PLUMBING PLAN. <br />14. INSTALL 190 LF 3/4' TYPE K COPPER TUBING. SOFT TEMPER FOR WATER <br />SERVICE TO TRASH ENCLOSURE. <br />15. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO TRASH ENCLOSURE. <br />COORDINATE WITH TRASH ENCLOSURE PLAN FOR EXACT LOCATION. <br />16. INSTALL 2" METER AND REBA FOR DOMESTIC SERVICE PER CITY OF EVERETT <br />STANDARD DRAWING 502. SEE SHEET C5.0. <br />0 DRY UTILITIES CONSTRUCTION NOTES: <br />1. APPROXIMATE CONNECTION FOR GAS SERVICE TO BUILDING. CONFIRM SIZE, <br />LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO <br />CONSTRUCTION. <br />2. PROPOSED CONNECTION TO EXISTING GAS UNE. <br />3. APPROXIMATE LOCATION OF POWER SERVICE TO BUILDING. COORDINATE COMMIT <br />SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR <br />AND MEP PLANS PRIOR TO CONSTRUCTION. <br />4. APPROXIMATE LOCATION OF EXISTING POWER VAULT. CONTRACTOR IS <br />RESPONSIBLE FOR COORDINATION WITH CITY OF EVERETT FOR RELOCATION. <br />CONTRACTOR TO CONFIRM SCOPE OF WORK, MATERIALS, AND FINAL LOCATION <br />WITH PURVEYOR. <br />5. PROPOSED PAD MOUNTED TRANSFORMER PER SNOHOMISH COUNTY PUD <br />REQUIREMENTS. CONTRACTOR TO CONFIRM SCOPE OF WORK, MATERIALS, AND <br />FINAL LOCATION WITH PURVEYOR. ADDITIONAL COORDINATION WILL BE REQUIRED <br />PER PURVEYOR DESIGN TO SET NEW SERVICE LINES. OTHER CUSTOMERS FROM <br />THIS SERVICE WILL NEED TO BE NOTIFIED BY THE CONTRACTOR TO CONFIRM <br />AND WORKING HOUR RESTRICTIONS PRIOR TO CONSTRUCTION. <br />6. PROPOSED CONNECTION TO EXISTING POWER LINE. CONFIRM SCOPE OF WORK, <br />MATERIALS AND FINAL LOCATION WITH PURVEYOR. <br />Know whabs below. Call before you dig. <br />Dial 811 <br />E <br />U <br />10 <br />B <br />A <br />a <br />ooQO <br />0 <br />O 19�O00cJ00 <br />o <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />[i] <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, VVA98032 <br />425.251.6222 <br />barghausen.com <br />06 <br />Q � � <br />JJ LLa <br />00 <br />LU <br />evWowl <br />W J LU W <br />=jQ� <br />Vw ��w w <br />FSR#04669 <br />BUILDING TYPE I SIZE'. <br />RELEASE' <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />CONSULTANT PROJECT% 21637 <br />PRINTED FOR <br />""" 4/26/2022 <br />DRAWN BY ADS <br />�mM YMe a uIS &wMg •m I, a elelml IM <br />SHEET <br />UTILITY PLAN <br />SHEET NUMBER <br />C14 <br />4 <br />3 <br />2 <br />