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• - ♦ 3 r 'k architecture I design <br /> ' N <br /> ' • <br /> ♦ 265Winslow Way East <br /> \ CONSTRUCTION NOTES Suite 202D <br /> • <br /> 1. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL CONDUCT A SURVEY OF THE EXISTING SITE UTILITIES.POTHOLE THE <br /> ♦ DOWNSTREAM UTILITY CONNECTIONS FOR STORM AND SEWER TO VERIFY LOCATION AND DEPTH. VERTICAL DIFFERENCES MAY RESULT IN Bainbridge Island <br /> /' ♦ REQUIRED DESIGN REVISIONS.COORDINATE WITH THE PROJECT ENGINEER AND SITE INSPECTOR AS REQUIRED. <br /> N. Washington 98110 <br /> 2. SEE SHEET C3.1 FOR DETAILS. <br /> - <br /> ♦ - telephone <br /> �' \ 206 842 1253 <br /> i <br /> .� ♦♦\ '/�/ e-mail <br /> v frank®3rk°rchitectu re.com <br /> C �gTON p <br /> 6"DI BEND - <br /> /�K Oar_VE' /ODE egpic0 `R°yam"' �� <br /> IE=580.89 0`'dui k'y ' <br /> 13 IF DI SEWER �+ l t (J �' ' <br /> SLOPE=2.09. � �0/" .VG��rL f�� I. ��'��i <br /> EXISTING STORM UNE SHALL BE OUTSIDE 1:1 BEARING }`� <br /> 6"DI OULET ZONE OF FOUNDATION.THE CONTRACTOR SHALL FIELD / `SPoRAL�' <br /> IE= 581.14 LOCATE STORM LINE. CONTRACTOR'S OPTION TO <br /> RELOCATE STORM LINE OR INCREASE DEPTH OF ASPHALT RESTORATION <br /> FOOTING OF NEW STRUCTURE UNTIL EXISTING STORM PER STANDARD PLAN 326 CONSULTANTS: <br /> OIL/WATER SEPARATOR W/ LINE IS OUTSIDE BEARING ZONE OF FOOTING. <br /> H-20 LOAD RATED LID. <br /> INSTALL FLUSH WITH - SAD R C EC I L <br /> OLDCASTLESHWIT 264-CPS OR <br /> APPROVED EQUAL. 93 LF 6"PVC SEWER SEWER CLEANOUT Cf1� <br /> (DEPTH OVER 18") RIM TO GRADE U ASSOCIATES <br /> SLOPE=2.0% IE=579.17 <br /> RIM=582.3t•(MATCH IX GRADE PO BOX 598 BOTHELL, WA 98011 <br /> IE(IN=578.93 12",S �� 1111140, (w.ce 484-3495 <br /> IE(OUT;=578.93(12",E SS www.cecilnassoc.com <br /> Ili 77 LF 12"SD <br /> - SLOPE=0.50—so a <br /> MATCH EXISTING CONNECT TO EXISTING <br /> o/ I PAVEMENT GRADES 6"SIDE SEWER W/WYE <br /> TIE=579.03 <br /> 6"DI INLET POTHOLE TOLOCATE <br /> / IE=581.14 EXISTING SIDE SEWER <br /> • 9LFDI _.1SLOPE=2.00% <br /> CUT&CAP EXISTING e, 6"DUCTILE IRON OUTLET CATCH BASIN A2-TYPE 1 PRIOR TO CONSTRUCTION <br /> \ - RIM=582.38 (MATCH EX GRADE) C`, <br /> 0 <br /> STORM UNE TO EAST a, 60. TIE=581.32 IE(IN)=578.54(12",IN) Q <br /> INSTALL NEW 12"OUTLET +.1I IE OUT, EX)=578.54(12",E) <br /> TO NORTH • 0 <br /> MATCH PIPE CROWNS < TRENCH DRAIN POTHOLE CONNECTION CO <br /> TIE=579± ' • • RIM=582.82 PRIOR TO CONSTRUCTION <br /> A .. z CtN <br /> lint <br /> W Z00 <br /> DOWNSPOUTS DISCHARGE 21.50' a \,/J <br /> TO PAVEMENT. WASHBAY ENCLOSURE ^ <br /> SLOPE TO DRAIN. PER ARCHITECTURAL/ r/ , <br /> STRUCTURAL PLANS W <br /> MATCH EXISTING BUILDING <br /> I GRADE(583.0±) <br /> CONCRETE SLAB-ON-GRADE LEGEND CD <br /> PER STRUCTURAL PLANS <br /> SLOPE TO TRENCH DRAIN <br /> PROPERTY LINE —— —— <br /> WATER LINE = 1 1 1 <br /> SIDE SEWER LINE SS Z <br /> STORM DRAIN UNE SD OEt <br /> ASPHALT RESTORATION D O W <br /> EXISTING METAL BUILDING C!) w <br /> 14,000 SF - 175' X 80' CONCRETESTRUCTURAL SLAB-ON-GRADE r <br /> PER PLANS <br /> CITY OF EVERETT DRAINAGE & <br /> REVIEWED FOR PERMIT UTILITY PLAN <br /> PERMIT SET <br /> BEFORE DATE: 6.15.21 <br /> N ���11 �'494, REVISIONS: <br /> • le31 8// <br /> 0 5 10 20 M�q �� <br /> HORIZ Scale In Feet I �9/88iNG, .0 <br /> 3 Ir lk architecture I design 5 .2 0 .2 1 <br />