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SW 1/4, NE 1/4, See.31, T.29N., ME., W.M. <br /> �2 <br /> SCALE:1"-10' <br /> _ 0 5 10 <br /> w — i w <br /> (is <br /> ——— —— <br /> �-— 05 OS / <br /> 50 ——— 1Gm- 11111 <br /> Sl6°GO'28"E —————— ————— ————————— S38°0028E / / /T— ————— <br /> / —— / / m <br /> i <br /> ————— -- 3 ---- / --- / <br /> 6 / dHO- <br /> 01. <br /> T / <br /> HO <br /> 55 -SS SS 55 _ _�S _ _ SS _ _ _ _ _ _---�---- <br /> _ - ___ — __________ SS S <br /> 2 ss� / aHo <br /> q / <br /> 8H0 / <br /> M M M x M�—M <br /> M M II M M / M M M M M m 1 <br /> / Crescent Avenue dHG <br /> dH0 dH0 dHO -— d dH0 \ dH <br /> KEYED NOTES <br /> ONEW ASPHALT INSTALLED 4'FROM EXISTING <br /> EDGE OF ASPHALT <br /> OSEE CITY EVERETT DWG 302 FOR STANDARD <br /> ROAD SECTION <br /> O3 NEW MAILBOX LOCATION <br /> OSAWCUT MIN 12"FROM EXIST.EDGE OF <br /> ASPHALT <br /> O5 PROTECT EXISTING POWER POLE AND GUYWIRE <br /> O5:1 TAPER <br /> OEXISTING ASHALT EDGE <br /> NO. REVISION DATE UTILITY CONFLICT NOTE: ¢�B NF DATE: 05/23/23 <br /> CAUTION! ��e ,T ��� Acre Short Plat DRAWN BY: VK <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION AND DEPTH OF City of Everett Permit Review OSOUND DESIGN <br /> ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT,BY POTHOLING THE UTILITIES ` Y `. Public Works Permit CHECKED BY: RBN <br /> AN D SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.THIS SHALL ENGINEERING, INC <br /> INCLUDE CALLING UU-STY LOCATE AT I-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING EVERETT Status:Approved as Noted <br /> UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT -4n1YOr0n O ♦ ci W ROBERT NEHRING,P.E. FRONTAGE IMPROVEMENTS FILE: Acre SP.dwg <br /> CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE 12/11/2023 7:24:17 PM Fs��SIIF.Y A.�W t0515201h 51reel5.E,Lake Stevens,WA 98i50 <br /> E. UNVERIFIED PUBLIC INFORMATION AND ARE SUBIECT TO VARIATION.PRIOR TO COMMENCING S "1 RL:HE$T n1-956] <br /> Know where below. CONSTRUION OF STORMRAI DNAGE AND DETENTION SYSTEM,CONTRACTOR SHALL VERIFY <br /> `PIONAL�'� SHEET 3 0 F 6 <br /> CO CTNNECTION FROM DETENTION OUTLET TO TIE-IN LOCATION OF STORM DRAINAGE SYSTEM.IF ANY <br /> Call before you dig. CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT SOUND DESIGN ENGINEERING TO <br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 05/23/23 <br />