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= SW'/4 aF SEC 2�, TWN 28 N., RGE 5 F., W.M., SN�HOM/SH CDUNTY, WASH/NGTC)N m � .
<br /> - P LA�I K EY�I OTES
<br /> 1. 8" THICK CONCRETE SLAB QN GRADE REINF WITH #5�8" O.C. EW CTR.
<br /> PIACE ALL REINF AT MID-DEPTH OF THE SLAB, CAST GRADE SLAB IN A
<br /> SINGLE POUR.
<br /> 2. 8" CONCRETE WALLS TYPICAL AT THE PERiN1ETER & INTERIOR OF THE VAULT.
<br /> SEE WALL SECTI4NS FOR THICKNESS AND REINFORCING. PROVIDE ADDED
<br /> RE1NF AT PIPE PENETRATIONS AS SHOWN IN 2/S-03. PROVIDE REINF @ A�L
<br /> WALL CORNERS AS SHOWN IN 4/S-03.
<br /> 3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB. SEE �
<br /> SCHEDULE FOR REINF. �
<br /> 1 2 00 -
<br /> 4, ACCESS HATCH ABOVE. _ �
<br /> 89'-4" � �
<br /> 5, PIPE INLET OR OUTLET TO VAULT. SEE CIVIL DWGS FOR PIPE DIAMETER, � .
<br /> �„ 5 88,_�„ g� I.00ATION & INVERT ELEVATION. SEE 2/S-03 FOR WALL REINF � PENETRATION. � c .Z
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<br /> 5 2 3 6. 12-1/2" THICK PRECAST HOLLOW CORE PLANK. SEE DESIGN CRITERlA NOTES ;
<br /> 12
<br /> -04 10 _04 �� _04 12 � ON SHEET S1 FOR PLANK LOADING REQUIREMENTS. o
<br /> – – – – – – – – – – – – – – – – – � – – – – – – – – – – – – – – – – – A 7. 24" DIAMETER OPENING TQ ACCEPT RISERS, LADDER, RING AND LOCKING �
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<br /> ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ MANHOLE COVER PER CIVIL DRAWINGS. SEE 3 jS-03. �
<br /> 5
<br /> -04 04 g 8. POUR S�OTS IN TOP OF PLANK. MANUFACTURER TO PROVIDE A MINIMUM OF Z
<br /> -- _ � 2 SLOTS C� EACH END OF EACH PLANK. PLANK MANUFAGTURER MAY REQUIRE �
<br /> - - GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM OF 2. THE GENERAL � -
<br /> � WALL � - � CONTRACTOR SHALL INCLUDE GROUTWG OF THESE ADDITIONAL CELLS {N HIS - �v
<br /> ❑ ❑ ❑ ❑ o a B►o. �-
<br /> � - g. PROVIDE BLOCKOUTS IN; THE EDGE CELL OF THE PLANK PARALLEL TO THE Q �
<br /> � � TOP=4 7.00 � o � PERIMETER VAULT WALLS. LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON � �
<br /> -03 TYP
<br /> -04 0 � THIS PLAN. O �
<br /> ❑ 6 ❑ N N 10. 5'-0"x10'-0" OPENING TO REGEIVE SOLID METAL COVER. METAL COVER TO Z
<br /> BOP=4 5.96 HAVE INTEGRAL 30" SQUARE HINGED ACCESS OPENING LOCATED AS SHOWN
<br /> � 1YP ON THE VAULT LID PLAN. METAL COVER SELECTION AND QESIGN - INCIUDiNG
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<br /> � � REMOVABLE SUPPQRT BEAM - iS TO BE PROVIDED BY THE COVER SUPPLIER. c L c d � � N �
<br /> _ _ � SEE STRUCTURAL NOTES ON S-01 FOR ADDITIONAL REQUIREMENTS. �� .� �� � � � � �
<br /> --- - - -5 - - - - --O �t WALL � � � V� � � � � _
<br /> 9 $ 7 11. VAULT DESIGNED TO ACCOMMODATE SOIL C�VER VARYING FROM 1' MIN TO 3' �c t/� �' � a � �
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<br /> IBOV INSIDE BOTTOM OF VAULT (TOP OF GRADE SLAB) � -
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<br /> ; � � 2 ►Bo�=436.73 CONSTRUCTION LOADS � I— �
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<br /> �= ' J - - � — , ° IBOV=436.50 IBOV=436.32 CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED, AND ALL J W � �
<br /> � I ' �2�-�» 6' oO ( < ( COVER NAS BEEN PLACED OVER THE VAULT WITHIN THE LIMITS � � � �
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<br /> M ( _' 2 �- q. .._ THE CONTRACTOR ANQ HIS SUBCONTRACTOR SHALL BE RESPONSiBLE
<br /> �- � 1 FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE
<br /> _ �:
<br /> � ; ;,
<br /> a — — — — — — — — — — — — — — — — — — — — — — — --� ;
<br /> � — - - — DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, AND
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<br /> � � SHALL NOTIFY BOTH THE CIVIL & STURCTURAL ENGINEERS IN WRITIN
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<br /> ; 3 3 IBOV=436.73 PRIOR TO CONSTRUCTION. ���`� `�c��� -
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<br /> � VAU LT FO U N DATIO�I P LAN 18311 �
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<br /> JOB NUMBER: 13-144
<br /> �Y 3)-#5 B. LONG. DRAWING NAME: 13144S-S02 '
<br /> �L��� �� � F24x12 24" WIDE x 12" THICK 4C�?�8"o c B. TRANS DESIGNER: MPM
<br /> �
<br /> �n - ��s NOTE: ALL FOOTINGS ARE CENTERED ON THE WALL ABOVE, DRAFTING BY: JFO
<br /> � PusL s� ic�s oarE � UNLESS DIMENSIONED OTHERWISE IN THE WALL SECTIONS DATE:. 4-25-14
<br /> Qua�.�c woRKs SCALE: AS NOTED
<br /> ' r%� ER0510 DRAINAGE (�E�'"ftTi+lEIVT
<br /> r �____._�..._.__... JURISDICTION: EVEREff
<br /> �/ PUBLIC WORKS PER?�11T tS REt;�,;iHEDPRlOR
<br /> TO STARTING ANY t'ONSTftt!C7ION ON THIS
<br /> � C) N NEER pROJECT. APPROVAt_ FU!t �HiS PRC}JECT !S
<br /> / CONOIT1pNAL E CURR�yNT c rANDARDB
<br /> � AND EXPIRES �02
<br /> �`�,G �"' Ut� �SS PERMIT
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<br /> FOR CONSTRUCTION HAS BEEN tSSUEd
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<br /> �; SHEEf 2 OF 4 ,
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