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� S ' <br /> � E�1ERA� �JQTES <br /> 1 ? � � 1. GRIDLINES SHt?WN ON GONSTRUCTION DO�UMENTS MAY NQT <br /> CORRELATE WITH GRIDLINES SHONI�! ON PRE ENGINEERED METAL <br /> � COL COL � CC�L COL CANOPY SHOP DRAWINGS. <br /> r <br /> ,6�-��i 3�-��= ,8�-��� C� �1 �TR U �TI � �1 �1 QTES <br /> � � � <br /> .� , z �, , . <br /> � 1'-7 3/4° 7'-0" 2 -� � 1. COLUMN ANCHOK BOLTS ARE TO BE ASTM F15,54, GRADE 36 OF <br /> i J � THE SIZES SHOWN ON THE PLANS AND DETAILS, ANCHOR BOLTS <br /> o � ARE TO BE LOCATED BASED dN THE "ANCHOR BQLT LAYOUT" <br /> � � � <br /> � ���, _ — — — — — — _ a — — — — PROVIDED BY PEMB. <br /> ''' I � HP EL 548.29 2. REINF�RCEMENT COVER REQUIREMENTS PER GENERAL NOTES ON S2. <br /> r t C4NSTRUCTI4N LP EL 548.25 3. SE�F�E� TO CIVIL DEl-AILS F�R GRADE PREPARATION FOR C�NCRETE <br /> � . 1 S 110 S280 ���NT ---�. <br /> w ( SLOPE � �COORQINATE REINF4RCING WITH 6" DIAMEfER GRAIN, C590-03. <br /> � HP EL 5�8.25 —�, \ � � 6„ 1 S1 1 O S281 5. DAMPPROOFING IS N4T REQ�JIREQ 4N THE BELQW GRADE SUMP <br /> " 1 WALLS. <br /> LP EL 548.25 �. � �` � GLYCQL TANK <br /> � STORA�E PAD I <br /> � I � LP EL 548.2� 1 S 110 1 S 11�-1 3 <br /> i � H P E L 5 4 8.4 2 6. �`' INSTALL PIPING AT SUMP PER <br /> o S4E Q � � - C591 -1 <br /> H E A V Y D U I Y S T A I N L E S S � 5�-2�: `� }-Q}� i i i S L Q P E 1/1 2_ i <br /> STEEL GRATE EL 548.10' �� BRACING �o � � � c, � � <br /> ���'--, - _ ��� � PERMITTED � � <br /> I <br /> � S PE '_``' � � SLQPE \` <br /> � \ � 15110 5280 � <br /> L SLQPE � --�- I `i -�— � - 1 S 110 <br /> � � � I <br /> � � �---v"-�— ,� " . � ,: <br /> � '�� � <br /> � <br /> � � `��� _ — 1S11Q � <br /> � I � � � <br /> � EQUIPMENT <br /> � � SLOPE � B,4SE (6"� <br /> i � � `i' ��`�--� —` 1 S 11 Q S281 <br /> J � J <br /> I ' q �� ` - - Q - � � - - <br /> \ " 1 0 � � � _ � � � N � <br /> �f <br /> 2,_G°'� , � ,� _ I I <br /> 2 78 �, <br /> i <br /> � DIAG�I�AL RS SLAB PERIMEfER — LIGHT BRQOM FINISH � <br /> 1 S 1 1 d 5280 ONLY EL 548.25 (114� PER <br /> SPECIFICATIONS <br /> FQU �IDAT1 � �1 � �A�I � I ROQF P �AN <br /> SCALE: 1/4» - 1 ,_0„ I v SCALE: 1/4„ - 1 ,_U" � <br /> � � :� <br /> COL ��� <br /> � <br /> 18'-9,� <br /> HIGH POINT NOT T4 <br /> EXCEED EL 566.90 <br /> * <br /> � CONSTRUCTION <br /> 1 S 110 52�0 �oir�T � <br /> PRE ENGINEERED (4} �3 CLOSED TIES �„ <br /> I METAL CANOPY (SY 4THERS} � TYP ALL AROUND � m (2} �4 AT ANCHflR BOLT� n26" <br /> � 1 S 110 S28Q ; SLA� REINFORCING �4 (� 12" <br /> n- - E�f CENTERED IN THE SLAB <br /> _ �- °° � �P � TOP OF PEDESTAL EL 548.75 <br /> _ �- � � � � ��1 �, �- <br /> � <br /> � a � � � � <br /> � � � � U • • s • s s s • . • • �, . �o, • , s i e <br /> Q' a oo = S(A8 HP EL 548.25 � .- - <br /> � `� � SEc FOUNDATION PLAN �- \ ,f • <br /> � ~ FOR LP & SLOPES'�-- o� `-- --` , �4 C� 12° EW <br /> � � I � 1 -0 EF (TYP} <br /> � � I • • O r � i i ! � i O • • , <br /> w = 2 Sl1MP WALLS �" (TyP ALL AROUND) <br /> CONSTRUCTION <br /> 1 S 11 a S28a �aiNT CONTAINMENT AREA hQT EL 544.50 <br /> SHOWN IN SECTION FOR 4 • ! � • <br /> EX GRADE EL 547.9 CLARITY PURPOSES + � � #� � ��� <br /> TOP & BOTTOM <br /> EX GRAOE � 4 � � #fi C� 6" <br /> � � 15110 S280 � _ <br /> � ,� <br /> � — �4 @ 12 EW <br /> ► -- ��,t-:--:3-.,�,-- ._ � TOP & BOTTOM <br /> y<�� <br /> � �,. ' t �i i ��� - . <br /> 0 , <br /> � <br /> ��. <br /> �, �� <br /> -� <br /> � - 1S110 <br /> �' I F�0T �l � 8c S lJ �1 P a ETA � � <br /> � <br /> � <br /> � � � SCALE; 3/8„ - 1 '_0„ - 15110 <br /> �- <br /> ..- <br /> � <br /> � <br /> N S E CT I 0 N A 4' 2' 0 2' 4' 8' <br /> � <br /> % SCALE: 1/4" = 1 '-0" - 1S110 � <br /> � SCALE: 1/4„-1 ,_0" <br /> a <br /> � <br /> � <br /> Q <br /> � <br /> � <br /> � IS�UED FC�R �C��1�T�U�T��N � <br /> . <br /> SYM REVISI�N BY APPROVEO DATE SYM REVISION BY APPROVED DATE DF�AWN DATE SUBTITLE CURRENT REVISIUN SYMBOL DATE <br /> E �, ACCEPTABILITY NATALE 03,18.16 ��y�p� ��}AD 1 UNLC�A� AR�� <br /> 03.1�.16 <br /> � WAs �. THIS DESIGN AND OR CHEGKED <br /> `C''� � �f�Q SPECIFICATION IS APPROVED PERKINS 03.18.16 SHEEr <br /> � � � APPROVED BY DEPT. DATE PERKINS a3��$.�� TITLE SKYDROL—GLYCOL FACI�ITY � <br /> CHECKED � � � � <br /> PALMER 03.18.16 V/`���t� I �� �J <br /> O 53Q58 � APPROVED <br /> � JOB Nfl. COMP NQ. <br /> ' '�� ��GIsx�4$o��� 17630644 <br /> �`��°N�.L �� Ap�R°vEa STRUCTURAL MASTER EWERETT, WA ��� No. 45-6�-1 S1 1 Q <br /> 3.18.15 <br />