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� . . . . 94�_��� PLAN KEYNOTES a
<br /> 0
<br /> . . . . �
<br /> � � � � ��'�° 92'-p�� ��-p�� 1, HATCHED AREA REPRESENTS 12" WIDE x 12-1/2" THICK CAST IN PLACE a �
<br /> � ■ ■ ■ � —� I CONCRETE BEAM. SEE 3/S3, a = = Z v'
<br /> � 141-#6 PLANK DOWELS O O � z
<br /> � : : : : � 2�_�„ 4 g�_�,� 4 2,_�„ 2. ADD (3)-#6x15'-0" @ 3"o/c ALONG THE INSIDE FACE OF THE VAULT WALL NEAR F a a � c�—n
<br /> - PLACED AT
<br /> ; ; ' ' MIDDEPTH oF SLAB, - - THE TOP OF THE WALL, CENTERED ON OPNG, � oe oe J S
<br /> _ ---:-------:-------:------:-- i_ ii 3. PROVIDE 18" THICK LAYER OF GEOFOAM WITHIN HATCHED AREA. a � � 3 �
<br /> � 30 0 � 4, 12-1/2" THICK PRECAST HOLLOW CORE PLANK, SEE DESIGN CRITERIA ON S1 FOR � z z ,� �
<br /> ' -- - - - r -- ■ � 12-1/2° THICK CAST - I _ �
<br /> 7 LOADING, � v v > c'—
<br /> . I IN PLACE CONCRETE � 3 S1 � 5, PIPE INLET OR OUTLET TO VAULT, SEE CIVIL DWGS FOR PIPE DIAM LOCATION d v � � � u,i
<br /> : � � . . � ' SLAB SHOWN � - � �C oe > > �
<br /> �— — �- - . � , ^�� & INVERT ELEV, SEE 2/S1 FOR WALL REINF @ PENETRATION, v o a
<br /> . . ■ SHADED. _ _ _ _ �__ - - - - - - =------------------ - - a a
<br /> --------------------------=-------- -------------�-------------------�--------
<br /> - -------- ------ � Li > > J
<br /> � � �<"'�. 5.5 ti;: - - 3,5 L - - 1,5 ' 6, 24" DIAM. OPENING w/ KNEEWALL TO ACCEPT RISERS, LADDER, RING AND W o a
<br /> � � W W W
<br /> ■ / X
<br /> fl
<br /> � ��,� LOCKING MANHOLE COVER PER CIVIL DRAWINGS, SEE 4/53 FOR LID REINF AT W y y y oe
<br /> - � a �p � MANHOLE. y W W �c'a+ v
<br /> � (13�-#5 T8B AS � o' � , ~ 10 ��,,,A' i
<br /> � . � ' SHOWN, � o ��;��, � � y cc oc oc Z
<br /> � � � � 6 7, 5FTx10FT OPENING TO RECEIVE RAISED OPEN METAL GRATING. SEE A/53 AND — —
<br /> � � � . � . � 9 � S� CIVIL DWGS FOR ADDITIONAL INFORMATION,
<br /> � o, 8. POUR SLOTS IN TOP OF PLANK, MANUFACTURER TO PROVIDE A MINIMUM OF 2 e � � � �
<br /> ' ■ 24"m OPENING � ' - �� ` � � � - SLOTS @ EACH END OF EACH PLANK. PLANK MANUFACTURER MAY REQUIRE � i N � � N
<br /> . ' � � 51 g � GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM OF 2, THE GENERAL tp � c� Q � �
<br /> .
<br /> • • N :`?�; ; 4 I �p�_p�� 2�_p��� �*1'_0'� N CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS � o 0 0 0
<br /> � � - - -- - - � - � BID, �
<br /> ao 9. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE � V �
<br /> ■ ■ 6 �
<br /> . • • .
<br /> S1 �--�- - I PERIMETER VAULT WALLS, LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON a Y
<br /> — 12I-�6 PLANK DOWELS � -- ---- �
<br /> ` : : --� P�ACED AT I o 10 8 � 6 S� 10 � THIS PLAN, � �
<br /> o ` ' `� ' DDEPTH OF SLAB, ` >`:; , � 51 10, 12 m OPNG THRU LID FOR VENT PIPE, SEE 5/S3, � m
<br /> , . ■ . . _ a ❑ ] ❑ �
<br /> — ■ ■ ■ ■ —
<br /> � ■ ■ ■ ----- -------------------------- — ---- ---------------------------------- + - �------�------------------------ C
<br /> ■ ■ f � .. ____ __"____ �n______________________________________________________� - . . . . . _____________' __' -. . � � ��_���"�� ��� -. . _ _ _ _ � � Q
<br /> -- - ------- ------- ------- -
<br /> ---------------------------
<br /> --------- --------------------- ---- o � � � J
<br /> � - ---+—� : : : � 6 _ o � o o ,�� _ , � � f L E G E N � Y �
<br /> . . . . - -- 8 � — � � w
<br /> - - -- � c
<br /> � -------� 10 ITOV INSIDE TOP OF VAULT � TOP OF PERIMETER WALLS ) � o � o
<br /> AT INTERIOR WALL ����- Y � �
<br /> _ , 12-1/2" THICK HOLLOW 4 � � �;� SOIL COVER DEPTH OVER LID �FT,) USED FOR SUBSTRUCTURE DESIGN � � o � _ �
<br /> � � � — 9 C O R E p L A N K L I D. T O p I T O V=3 5 9.5 0 � o Q � �
<br /> - --�—; ; ; ; � o �J OF LID EL= 360,54 TYP THROUGH � o � � 3 �
<br /> � � � ; N - �—� OUT VAULT, 6 N �. > � � �
<br /> ' ' ' � r� � � ' CONSTRUCTION LOADS ° � "Tz
<br /> • � � � I � � T � Li
<br /> � ' ' ' ' 141-�6 PLANK DOWELS ���``�'`� �' � S� �I Q �
<br /> N ■ � �
<br /> ■ PLACED AT , 5 � I � � I �o THE VAULT LID HAS BEEN DESIGNED TO CARRY THE "DESIGN LOADS" ONLY
<br /> � � �� ----------------- ------ �{ AFTER VAULT CONSTRUCTION IS COMPLETE ALL DESIGN CONCRETE AND
<br /> � : :� MIDDEPTH OF SLAB, f^ 1 �
<br /> ---�- ' ' � � ---------------- ----- ' ❑ ❑ 8 0 1-0 GROUT STRENGTHS HAVE BEEN ACHIEVED AND ALL COVER HAS BEEN PLACED ,,�f
<br /> � -----�-r-------t--- , � �_ n i u �
<br /> � � � � � � � R D E � 8 OVER THE VAULT WITHIN THE LIMITS SPECIFIED ON THIS DRAWING, "BOBCAT" �
<br /> - - - t -- _ „ ; ; 0 8 �� 6 � _ ' OR OTHER LIGHT EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS � ' ��� 3• Kp
<br /> - - . 12 1/2 THICK CAST S1 o I tf Q► S'
<br /> � �_ � _ � S� � OVER THE VAULT LID, ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON THE p�' pF �
<br /> ■ IN PLACE CONCRETE 5 , , , _ _ � „
<br /> --- �—' ------------------------------------------------ � ° � BARE SLAB CAN BE OBTAINED FROM THE PLANK MFGR, ��
<br /> ■ ■ . � SLAB SHOWN -� --- ----------- --
<br />
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