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�:'1 <br /> -'r INSTALL PVC SLEEVE FOR FUTURE <br /> PERMANENT UTILITY CONNECTION. <br /> ► - IIII CAP EACH SIDE OF SLEEVE. <br /> lirHiii8"0 FOR SANITARY SEWER <br /> 3"0 Fat WATER _ 8'-0" <br /> APPROX FUTURE GRADE, NIC (EL VARIES) / \N \/ \\/ \\ \\. \" \\ \\ \\' \\/ \ \ EXISTING POLE ATTACHED <br /> 'Oi 2 p / TO BUILDING STRUCTURE, <br /> o / °• ° D " INSTALL PLUMB (NIC) INSTALL STANDARD 8x16 VENT <br /> "' WAIERPROOFlNG(NIC) / . " / WITH VERMIN SCREEN OR GRILL, <br /> o , PER MANUFACTURERS <br /> ° . 0 D / .. e RECOMMENDATIONS. PROVIDE <br /> CONTRACTOR TO FIELD ROUTE • . O3 .. '� ' CORRUGATED SHEET METAL VENT <br /> �� <br /> TO UTILITY SERVICE P.O.C. D•2_0• / WELL AS NEEDED TO PREVENT <br /> 3'-0" 111,/ <br /> / p pv ..D• ' / SOIL FROM BLOCKING VENT. <br /> �:' D' -j\ . (VENT WELLNIC) <br /> MAX ° .. D" ,. <br /> �I � • <br /> � 4: / G D.°. ° '� • j 2" CLR. TYP 0 ° 'p; 11,11k, ADD'L 15 TRIM BARS, <br /> „,...451_4`. <br /> �- 4 D. 6. .. D s°. s p°. D EXTEND 6” BEYOND <br /> •am �r___ 1.47,-4,F,,,,,� . , A ° ° °, , °. EXISTING SPIRAL OPENING, TYP <br /> . ifefr. /<, \• , \ \ °\' \' , \' 1\ --\ \' /\ STAIR COLUMN <br /> 1 APPROX EXISTING GRADE /\//W/W /\ /\ /X/ // //\/\/ <br /> TIj oei TEMPORARY UTILITY SERVICE Q <br /> S4.03 <br /> NE 4,„01" BOTTOM OF MAT FDN ' <br /> M UTILITY SERVICE DETAIL N SPIRAL STAIRCASE LANDING PAD PLAN (NIC) o VENTILATION WALL OPENING DETAIL <br /> S2.01 SCALE IN FEET S2.01 SCALE IN FEET S2.O1 SCALE IN FEET <br /> Elm miwnw w owwwomw www �� <br /> Ma w INN w <br /> 1 0 1 2 1 0 1 2 1 0 1 2 <br /> 3 <br /> ," q <br /> 5 NOTE: CONTRACTOR TO <br /> y VERIFY DIMENSIONS OF <br /> EXISTING HVAC EQUIPMENT <br /> co <br /> . g AND PENETRATIONS <br /> k <br /> EXISTING STAIR COLUMN PROVIDE HVAC LOUVER AND <br /> 24"x24" STEEL GRATING COVER CORRUGATED SHEET METAL VENT <br /> 1"x1/8' BEARING BARS ®1 3/16" SPACING 1/2"0 EXPANSION ANCHOR, TYP -o ,;' '` ".WELL AS NEEDED TO PREVENT <br /> El CROSS BARS ®4" SPACING 4" EMBED (NIC) m--r::......[,. . <br /> D . °SOL FROM BLOCKING LOUVER. <br /> 8 1" /�MA'f FDN EXISTING POLE GROUT PAD, MAX. 2" THICK (NIC) ". ,• (VENT WELL NIC) <br /> MAT FDN REINFORCING #5 BAR 0 18" O.C. EA WAY, °a CENTER IN SLAB (NICro.,: PER PLAN . TYP <br /> ° o STAIRWAY LANDING PAD (NIC) ,'- <br /> .1 1/2">. • • _TYp o D °• ° ' D FUTURE GRADE, NIC (EL VARIES) <br /> 1 2 CLR <br /> 416Y <br /> z > e . n \. >.. ° \% �/ �/ D • D 11 °ADD'L/5 TRIM BARS, <br /> 9 \ \ / �•�j•�j - s EXTEND 6" BEYOND <br /> R ,.P •• -. . BOTTOM OF MAT FDNOPENING, TYP <br /> /\////\�/'/ \/\�\\/�\// /////\/\\/��j\/\\/� <br /> 'V O • i• i•fir. e • Hi!IV �I �! <br /> W <br /> a <br /> W <br /> I <br /> M p SUMP PIT DETAIL Q STAIRWAY LANDING PAD SECTION (NIC) R HVAC VENT OPENING DETAIL <br /> 62.01 SCALE IN FEET 54.03 ` SCALE IN FEET <br /> 52.01 SCALE IN FLtt <br /> w w <br /> wNEI NONIN=MNII <br /> w NIINININNININI MI -• r!!! !1 <br /> 1 0 1 2 1 0 1 2 1 0 1 2 <br /> g IF THIS DRTWNG KNOT 22"x34" SCALE ACCORDINGLY) <br /> et I PROJECT ENGINEER: SCALE PORT OF EVERETT DWG. NO. <br /> 0. PND ENGINEERS,INC.IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED 4 <br /> I PROGRAMS,METHODS OR PROCEDURES OF OPERATION.OR THE <br /> ��l1AM ""O� <br /> PortVII CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. p°"""'' . DESIGNED DY: DATE <br /> s ,; ® RO®" 7736 Fou thAveaue S Su teA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, "1 i T K. BURKE FEBRUARY 2016 WATERFRONT PLACE CENTRAL CIP No. ��GD3-o2 <br /> !i" Seattle,WashIngton 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br /> �%e 11 8206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY 1. / DRAWN BY: CHECKED BY. WEYERHAEUSER BUILDING RELOCATION <br /> e l0 a�i��Ii ENGINEERS,INC. watt' en• � AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN - 4 0 " D. McDONALD C. WIEST PROJECT <br /> o �/ P.O.BOX 538 �°`a''`°m ! \ rjn6 TB ISSUED FOR BID APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED •R"S1' FOUNDATION NO. IR—M-2016-01 <br /> N EVERETT,WA 98206 AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY _ - �ry.T- <br /> x (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. ? F6 DETAILS �Vµ <br /> �J1 SHEET NO. 18 OF� 21 <br />