Laserfiche WebLink
1 1025 <br />w <br />e <br />i <br />u- <br />0 <br />Lo <br />e <br />s <br />C) <br />I <br />Cj <br />I <br />I <br />co SYM REVISION <br />00 <br />ORIG PIW UPGRADES ADDENDUM A <br />2 <br />2 <br />BY APPROVED <br />J# 208084681 KJ I JMP <br />� <br />ACCEPTABILITY <br />THIS DESIGN AND/ON CHECKED <br />SPECIFICATION IS APPROVED M. SPAUR <br />I <br />APPROVED BY DEPT. DATE J. FISHER <br />CHECKED <br />M. SPAUR <br />oc <br />GENERAL <br />NOTES <br />1�5 PIW <br />0300 4" SS SCH <br />405. <br />PIW <br />0400 4" SS SCH <br />40S. <br />PIW <br />0500 4" SS SCH <br />405. <br />CON'_>IIiUCIIOfd NOTES <br />2. VERIFY ALL DIMENSIONS OF EXISTING C(�ASTRUCTION <br />WHICH AFFECT NEW CONSTRUCTION PRIOR TO <br />SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS <br />WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL <br />BE REJECTED. <br />3. COORDINATE MECHANICAL FORK WITH <br />CIVIL/STRUCTURAL AND ELECTRICAL DRAWINGS. <br />SHALL4ALL PIPE SUPPORTS AND COMPONENTS IN PLENUM <br />I 2" PUMP PAD DRAIN. SEE M452-01 FOR DRAIN <br />CONNECTION. <br />2" DRAIN SLOPE TOWARD POINT OF CONNECTION, NO <br />LOW POINTS, WITH EXISTING 499 DRAIN, <br />REROUTE EXISTING 4" PVC PW DRAIN AS NEEDED FOR <br />NEW PIW LINES, <br />4 ROUTE PIW 0500 AND 0300 OVER TOP OF EXISTING 4a9 <br />PVC PW DRAIN TO SUMP. SEE SECTION A AND C ON <br />SHEET M00024. <br />CORE DRILL TO ROUTE NEW PIPE AND SEAL USING <br />HIGH STRENGTH EPDXY GROUT. <br />CURRENT REVISION rsym-OL 0111 DATE <br />208084681 " OR I (I'll 04.30-21 <br />I <br />CD <br />d6 <br />