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<br /> . SIN�/4 (JF SEC 20, TWN 28 N., RGE 5 E., W.M., SNC�HUM/SH CDUNTY, WASH/NGTC�N m � :
<br /> I�
<br /> _ ��� P LAI� K EY�I OTES
<br /> 1. 8" THICK CONCRETE SLAB ON GRADE REINF WITH �5�8" O.C. EW CTR<
<br /> PLACE ALL REINF AT MID-DEPTH OF THE SLAB. CAST GRADE SLAB IN A
<br /> SINGLE POUR.
<br /> 2. 8" CONCRETE WALLS TYPICAL AT THE PERIMETER & INTERIOR OF THE VAULT.
<br /> SEE WALI SECTIONS FOR THICKNESS AND REINFORCING. PROVIDE ADDED
<br /> � REINF AT PIPE PENEfRATIONS AS SHOWN IN 2/S-43. PROVIDE REINF t� ALL
<br /> 1 2 WALL CORNERS AS SHOWN IN 4/S-03,
<br /> 197'-4" 3. THICKENED SLAB FOOTINGS TO BE CAST WITN THE GRADE SlAB. SEE
<br /> SCHEDULE FaR REINF. �
<br /> Z o
<br /> 4. ACCESS HATCH ABOVE. O � �
<br /> � � �
<br /> 5. PIPE INLET OR OUTLEf TO VAULT. SEE CIVIL DWGS FOR PIPE DIAMETER, } cvi�,
<br /> LOCATIQN & INVERT ELEVATION. SEE 2/S-03 FOR WALL REINF C� PENEfRATIONo �iJ o
<br /> g� (3) PLANKS � 4�_pp (8) PLANKS � 4'-0" = 32'-0" 12�-0" (19) PLANKS � 4'-0" = 76'-0" q.�_p� (13} PIANKS � 4'-Q" = 52'-0" 4�_p" g� �= o
<br /> 4'- = 12'-�' 6. 12-1/2" THICK PRECAST HOLLOW CORE PLANK. SEE DESIGN CRITERIA NOTES ;
<br /> 14 $ 3 ON SHEET S1 FOR PLANK LOADING REQUIREMENTSa N
<br /> -� _� �O A 7. 24» DIAMEfER OPENING TO ACCEPT RISERS, LADDER, RING AND LOCKING �
<br /> ❑ �o a o 0 0 0 0 o a o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o a a o 0 0 0 0 - o a- a o 0 0 0 0 0 0 0 0 0❑ o 0 o a o 0 0 0 0 o a a a o 0 o a o 0 0 o a o 0 o a a o o a o a a a o MANHOLE GOVER PER CIVI� DRAWINGS. SEE 3/S-03. �
<br /> g 14 � g, POUR SLOTS IN TOP OF PLANK. MANUFACTURER TO PROVIDE A MINIMUM OF Z %
<br /> 6 SEE 11 S-Q3 7 aO � 2 SLOTS C� EACH END OF EACH PLANK. PLANK MANUFACTURER MAY REQUIRE �
<br /> 0 9 ,� -04 TOP=443.77 � � GROUTING OF ADDITIONAL CELLS BEYOND TNE MINIMUM OF 2. THE GENERAL o -
<br /> 1 6 � 1�0 P �' � B � WALL J CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS c�
<br /> -04 0 � - - - - - - - - - - - - - -
<br /> -� � BID. d-
<br /> -03 7 04 �� ... � 7 � � � WALL � .-
<br /> Z g. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARAL�EL TO THE Q N
<br /> ° ° � � ° � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o o ❑ ❑ ❑ ❑ ❑ ❑ ❑ o, ❑ o o ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � � � � D � PERIMEfER VAULT WALLS. LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON � i
<br /> ❑ o ❑o ❑ o ❑ a o o a o 0 o a o 0 0 o a o o ❑ ❑ o ❑ ❑ ❑ a o 0 0 0 0 o a o 0 o a o o ❑' o a o a a o o a o a o 0 0 0 0 0 o a o a o a o o a o o a o 0 0 0 o a o 0 0 0 0 o a o 0 0 �o o � THIS PLAN. ~
<br /> 6 04 � 0 10. 5'-0"x10'-0" OPENING TO RECEIVE SOLID META� COVER. METAL COVER TO Z �
<br /> � HAVE WTEGRAL 30" SQUARE HINGED ACCESS OPENING LOCATED AS SHOWN
<br /> -03 -4 SEE 11/S-03 7 � � � ON THE VAULT LID PIAN. METAL COVER SELECTION AND DESIGN - INCLUDING �:� � �, � � � �
<br /> BQP=442.73 � � REMOVABLE SUPPORT BEAM - IS TO BE PROVIDED BY THE COVER SUPPLIERe = � � � � N �
<br /> � P ;� SEE STRUCTURAL NOTES ON S-01 FOR ADDITIONAL REQUIREMENTS. � v = � . � � �
<br /> � 7 g � -� E � WALL � L ca� tt) � � �
<br /> • ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o a ❑ ❑ ❑ ❑ ❑ ❑ ❑ o o ❑ ❑ ❑ ❑ ❑ 11. VAULT DESIGNED TO ACCOMMODATE MIN 2'-0", 3.9' MAX. OF SOIL. �� V3 �' a LL � -
<br /> - -- - -- - - - - --- - - -- - - - - - - - - - - - - - - - - - - - - - - -= - - - - -- -- - - - - - - - - - - - -- W � ,
<br /> `� F 12. EXTERIOR BEAM EXTENDED 4" OUT FROM WALL. SEE 6/S-03. � � �
<br /> 3 �I � � �
<br /> 14 -04 ', 14 13. 4' WIDE OPENING IN THE INTERIOR WALL. SEE DETAILS 5, 7, & 8/S-03. � 3 �
<br /> r � �
<br /> � 14. THROUGH WALL VENT PIP�E. SEE DETAILS 10/S-04. o � � o
<br /> g� (5) PLANKS � 4�_Q� (13) PLANKS C� 4'-0" = 52'-0" 4�_p� � (14) P L ANKS � 4'-0" = 56'-0" q.�_p» (13) PLANKS � 4'-�" = 52'-0" 4'-p" g"
<br /> � � � �
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<br /> 4'-0" =20'-0" Iz s � n �
<br /> VAU LT LI D P LAN z � � �
<br /> SCALE 3/32" = 1'-0" Z � � �
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<br /> � P LAN K EY�I OTES
<br /> . ;
<br /> = TOP INSIDE TOP OF VAULT (TOP OF CONCREfE PLANK)
<br /> ; BOP INSIDE BOTTOM OF VAULT (BOTTOM OF CONCRETE PIANK)
<br /> �
<br /> � TOS TOP OF SOIL
<br /> IBOV INSIDE BOTfOM QF VAULT (TOP OF GRADE SLAB) � M -
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<br /> TOC TOP OF CONCRETE � �
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<br /> ' �""'�'�" CIP CONCRETE WALL 'J Z J �
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<br /> ; �97,_4� _ _ CONCRETE SFREAD FOOTING W ; � F�
<br /> g» 196'I�'0" 0/0 CONC WALLS gn � � Q
<br /> � CIP CONCREfE EDGE POUR OR ACCESS HATCH INFILL >' �
<br /> _ � � W �
<br /> IBOV=432.27 lBOV=432.02 IBOV=432.27 04 IBOV=432.02 IBOV-432.27
<br /> . � F48x12
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<br /> �, IBOV=431.80 IBOV=431.59 2 I�I IBOV=431.59 IBOV=431.80 r, �
<br /> � � � � 3 � � � 4 ; � � CONSTRUCTION �OADS �. 1- Q
<br /> i 2 I : 12'- " 4'-0" 32'-0" 12'-0" i 76'-0" 4'-0" 56'-0" (`'� 3
<br /> � ( -} E- F48x12 � -� �--- � B � WALL � THE VAULT UD HAS BEEN DESIGNED TO CARRY THE "DESIGN LOADS' W� � Z �
<br /> N � _ � _ _ _ _ S� '' - � ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL DESIGN � . � v
<br /> � � � � =o - = I � � �_ � � C � WALL 3 CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED, AND ALL J W �
<br /> N 4 � IBOV 431.84 4 �, i �,
<br /> X � . = � _F66x15 _ _ � w _ _ _ _ _ � o COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE LIMITS rn �"'� r..!
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<br /> � � N _ � o SPECIFIED N TH WIN BOBCAT' OR OTHER LI�HT EQUIPM J W �
<br /> � �-- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 4> ` ( Ao o SHALL BE USED FOR PLACEMENT OF MATERIALS OVER THE VAULT LID. �
<br /> ° 13 8 9 IBOV=431.59 IBOV=432.02 IBOV=431.84 IBOV=432.27 IBOV=432.02 2 � �o ALTERNATIVELY, ALLQWABLE UNIFORM LOADS ON THE BARE SLAB CAN Q
<br /> � �0 12'-0" _ _p _p ( 1 � -Oq, ,� ,: � M BE OBTAINED FROM THE PLANK MANUFACTURER � -
<br /> y
<br /> 20'-�' 4'-0" 52'-0" 4'-0" � 56'-0" 4'-0" 56'-0" � ' ( ,�
<br /> � XI ; � I �
<br /> . o Lo - c� 4 q. o > --- F48x12 (TYP) IBOV=432.27 3 4 : Fo IBOV=431.59 IBOV=431.80 4 E � WA�L
<br /> 1
<br /> I ,: _ _ � _ _ _ _ _ _ _ _ _� 1 _ F48x1,2 .� - -04 D I M E N S I 0 N S 8c E LEVAT I 0 N S
<br /> � - - - - - - - - - - - - - - - - - -
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<br /> M - - - - - - - - - - - - �- - - - � - - - - - - - - - - - - - - - - `�o THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE
<br /> _ m � IBOV=431.80 3 IBOV=432A2 2 VAU LT FO U N DATI 0 N P LAN �Bov=43�.02 IBOV=432.27 FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE
<br /> �, � DRAWINGS WiTH THE CURRENT PERMITfED SET OF CIVIL DRAWINGS, AND
<br /> � IBOV=432.02 -04 SCALE 3/32" = 1'-0" SHALL NOTIFY BOTH THE CIVIL & STURCTURAL ENGINEERS IN WRITING L p.
<br /> ' , OF ALL DISCREPANGIES BETWEEN TNE CIVIL DWGS AND THESE DWGS tiY oF �sg�eC'
<br /> � PRIOR TO CONSTRUCTION. �y�'���' '�c`�.� -
<br /> �
<br /> L 4
<br /> �
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<br /> �, O � 18311
<br /> 'v �',s?7jR�, ��.�� ��`
<br /> o FOOTING SCHEDU�E ��N� $ ^�'
<br /> �
<br /> �
<br /> �
<br /> � MARK SIZE REINFORCING JOB NUMBER: 13-144
<br /> � DRAWING NAME: 13144S-S02
<br /> J F27x12 27" WIDE x 12" THICK 3)-#5 B. LONG. �
<br /> L � 4�18"o c B. TRANS DESIGNER: MPM
<br /> � 5�-�5 B. LONG. DRAF7ING BY: JFO
<br /> � F48x12 48" WIDE x 12" THICK -
<br /> . � 4(�? 2"o c B. TRANS DATE: 4-25-14
<br /> � F66x15 66" WIDE x 15" THICK (6)-#5 EW. BOT SCALE: A5 NOTED
<br /> M JURISDlCTiON: EVERETT
<br /> � NOTE: ALL FOOTINGS ARE CENTEREQ ON THE WALL ABOVE,
<br /> � UNLESS DIMENSIONED OTNERWISE IN THE WALL SECTIONS �
<br /> N
<br /> - -02
<br /> �
<br /> � .
<br /> �
<br /> �3
<br /> ° ; SHEET 2 OF 4 .
<br />
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