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<br /> O
<br /> 94'-0" a
<br /> '�=I I I=I i I=1 I I=I I I= '�=1 I I=1 I I=1 I 1=i I I=. � — � �
<br /> 'I—I I I—I I 1=1 I I—I I I- '1=1 I 1=1 I 1=�I 1=1 I I- �
<br /> � 'i I�I i I- I 1=1 I1=1 I I- 'i I�I I I-1 I I-1 I I-1 I I- �i,�ii 92i-pn i_ ii Q z z z y
<br /> �.) _ _ _ _ � _ _ {�� _ �:_�� O O W z
<br /> I I_ II I_ II I_ II I_ II I_ II I_ II I_ II ~ Q Q � N
<br /> .= -� 4 0 2 0 0 2 4 0 4 0 3, 0 5 0 4 o p L A N K E Y N O T E S W = = Q W
<br /> ,�, �I� �- �� — - - �'� �'—+� a � � 3 c�
<br /> N, I
<br /> ur � - � 1, 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4 @ z ~ _ _ �s 'J
<br /> ; ;. C _ C 1g"o/c EA WAY. PLACE ALL REINF AT MID-DEPTH OF THE � Z v v > s
<br /> .w. e.
<br /> , ?';�} 5 �_ � 4 SLAB, SEE 3/SL � J J W �
<br /> }- � �,_ . _ � c� > >
<br /> CW=3 _ � � ~ ~ J
<br /> � '"-- ►L -��' - - o � S2 � S� 0 2. C,I,P, CONCRETE WALLS AT THE PERIMETER & INTERIOR OF w � � � J �
<br /> F48x15
<br /> � = d ' W ;�� � � � �I - ' THE VAULT, SEE WALL SCHEDULE A/S2 FOR THICKNESS & � o W W W a
<br /> ; D > �r_,-,`^ .• D � ---�----� � , - - � —� REINFORCING. SEE 4/S1 FOR REINF @ WALL CORNERS, �++ � N °C
<br /> =-R .a � ,�7 w � - - N S � S v
<br /> �-' � CELLS � ' "r�'•=�� � ______________ ______ __ � 3. HICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE � � � � _
<br /> � ,_-�.,- � .,� , �- 2 � ----------- - ----------------------- -------- ------� T
<br /> I +� SLAB,
<br /> '' 1, 2 & 3 � `i , � 1 ' IBOV=344.67 - i �
<br /> � � cO L_ � � " � ~ � l � 4, 5FT WIDE OPENING WITHIN THE CELL DIVIDER WALL, SEE a � � �2 �
<br /> . �- ;�;: �- - 'L I TY P @ C E L L I �+ � � � � �
<br /> A A °' x � PERIMETER � 5^ 5/S1 FOR WALL REINF AT OPENING. t � N � � N
<br /> `�-� � ` 'g `.f, C� �O � S L � N � � � 1�
<br /> '. :a B �;-* � o � �N/�3 � IBOV=344,07 CELL 1 � � � 0 5. PIPE INLET OR OUTLET TO VAULT, SEE CIVIL DWGS FOR � o 0 0 0
<br /> r CELL 2 ' � � PIPE DIAM, LOCATION & INVERT ELEV, SEE 2/S1 FOR WALL
<br /> `� � .� --�- �`�`o� . ° SUMP N 5 �� l/ E � � N REINF @ PENETRATION. � V �
<br /> � � • S2 � IBOV=344,07 J � 6. PROVIDE 1/2" ISOLATION JT BETWEEN END OF KNEEWALL & a '�
<br /> ' . -,•'. �'°:' ,ae � tr' �� � 2'_0° F30x12 ���� 8'-0'� 4'-0" 1'-0° INSIDE FACE OF PERIMETER WALL, � w �
<br /> ' � r ------� —�—�--- �
<br /> 6 • "N � � �
<br /> � • ° "� I 2 � _�j � •;! °°'- ������ , I � _ 7, 4" DIAMETER WALL PRESSURE RELIEF VALVE, SEE 1/S2 AND �
<br /> S4 �------ �
<br /> r F ,- : � �___ F42x12 S4 ___ ,--. � F42x12 ______�1 � �;+ F30x15 ' F3�x15 o STRUCTURAL NOTES ON S1 FOR ADDITIONAL INFORMATION. � � o
<br /> � a --- - �� L ' � , --� ----- - H-------- 4 - -i = � W J
<br /> v*�:. _ r - - � � ,{:, � ------- - U �
<br /> � - `� � � Y �
<br /> .�° � .: °O �--- � w ---- � ------------------------------------------- ------------r - ------- � � � µ� Z
<br /> . �a: .;a 5&6 � , N i � I � o � o
<br /> B a..+: ` S4 � --- -� �r� � � � � CW-1 3 4 CW-2 I Y "'_ c�
<br /> ' � � � � � � _ 52 S1 � � � � o � _ �
<br /> d� , • .
<br /> 6 � CW-1 � I IBOV-344,67 W ^
<br /> �� _ f j F30x12 STEP� TYP @ CELL � I � 4 L E G E N D f� o 'a 3 �
<br /> A, 6 m PERFORATED PVC FTG DRAIN, SET IE @ EL & ROUTE DRAIN TO
<br /> DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS. S4 � � CE � ,�� PERIMETER j S2 IBOV INSIDE BOTTOM OF VAULT � TOP OF GRADE SLAB � _> � �, �
<br /> I � �� I . _ Or
<br /> B, PROVIDE 4" RIBBED PVC WATERSTOP w/ CENTER BULB AT ALL � 5 '_= I SU� � � I I ' "' o _ CIP CONCRETE WALL Q $ � _
<br /> P E R I M E T E R W A L L S O F T H E V A U L T, I N S T A L L W A T E R S T O P I N - '� I I60V=941,17 I �— � X ' �- ____ T a
<br /> '�' �' � � � f I " � ��" �n CONCRETE SPREAD FOOTING
<br /> ACCORDANCE WITH ALL MANUFACTURERS INSTRUCTIONS, ' ,,, ry � � TYP @ SUMP � � � I60V=344.07 CELL 2 IBOV=344.07 �`�-2 � ^ ----
<br /> � '� � CW-4 S2 CW-1 � ' � � I 8�-0" 1'-0�� �L!
<br /> C. FREE-DRAINING GRANULAR FILL LAYER OR PRE-FABRICATED DRAINAGE �, _ � � F x12 , � ; � � � � DOWNWARD SLOPE � �
<br /> ------ --�-- Ox12 { � � �' � S
<br /> M A T T T O E X T E N D O V E R T H E F U L L H E I G H T O F T H E W A L L, O N L Y F R E E ll- � I � ' � ' � �- .: J I �E 0
<br /> DRAINING GRANULAR FILL IS TO BE USED BELOW THE FTG DRAIN. SEE ; � i ` " _______`�� _ � i � S4 3 ' � '"� i 6 7 p�,�oF �
<br /> GEOTECHNICAL ENGINEER FOR FILL AND DRAINAGE MATT .r I � ----� � o � � I 3 _ _ _ CW-1 CONC WALL MARK, SEE A/S2 ,��, �
<br /> SPECIFICATIONS, � w � u� ; I 52 0 l
<br /> 5 ------- F- �- � -------F42x12 ----------------------------- -----F42x12 ----------� -- - � ,'= F30x15 � ;� _
<br /> cn � �, : FOOTING STEP SEE 6 & 7/S4
<br /> - : ,:. : .:, , _ . . .. ----- ----- , ..;,n
<br /> _, .,., , , . � �. . ., . . ..,:... , �. , , , .. �;.
<br /> ._ . ,,. > ., . ,. . . , .. ,, .. , _. _ .; � oc
<br /> D. SEE DETAILS AND SCHEDULES FOR FOOTING, WALL & LID INFORMATION _. , , _ . . _ . ... ,. ,, .. m. .. . .,,{ , . ... , .f . ., ,. ,, .,: . ,, . � , , ,, , ,> ,.� .. .: � Q
<br /> -----------
<br /> AND REINFORCIN�, � , '� _ � '� -- ;` � WALL PRESSURE RELIEF VALVE 0 G `��?4+
<br /> � ---_ — -- -- -- —
<br /> ._�— ------- ------------------------------- --------------0 -----�—� �, 20744 ��1►
<br /> O
<br /> E, WALL PRESSURE RELIEF VALVE� 4��m TROY MODEL A-2580/04 WITH 546 ' �- ---, �- 7 2 S4 � � �---- � :�� F�SruR�� �� �d`
<br /> C1�V �1,' C� ;�
<br /> WALL THIMBLE MODEL 191001 WITH REMOVABLE GRATE, INSTALLATION -� i- S4 �- i �" ` I �,;; F24x12 24�� WIDE x 12" THICK FOOTING, SEE 1/S4 ��NAL E
<br /> I I �� 6 �' j F30 2 �W'� 5�� THICK CONCRETE ;: �W"1 �F30x12J I _' F30x12 30" WIDE x 12" THICK FOOTING, SEE 2/S2
<br /> SHALL BE IN ACCORDANCE WITH ALL OF THE MANUFACTURERS � :�
<br /> r REQU REMENTS, SET ,E, OF VALVE 6 ABOVE BOTTOM OF VAULT, SEE 4 C E L L 3 � F42x12 42" WIDE x 12�' THICK FOOTING, SEE 3/S2 & 2/S4
<br /> FOUNDATION PLAN FOR VALVE LOCATIONS, � � SLAB ON GRADE
<br /> �. �
<br /> F, PROVIDE FILTER FABRIC BETWEEN LOWER SECTION OF FREE DRAINING - 52 I B O V=3 4 4,0 7 � --� � �- �1/y-�,; u, _ F30x15 30" W I DE x 15" THICK FOOTING, SEE 4/S2
<br /> I
<br /> GRAVEL & NATIVE BACKFILL MATERIAL. ' "' � o � F48x15 48" WIDE x 15" THICK FOOTING. SEE 5/S2 Z
<br /> � �n —� � I '� X
<br /> �
<br /> �' x �' � I ." 'L N F36x15 36" WIDE x 15" THICK FOOTING. SEE 4/S4
<br /> o ,�. �W1( �:i 1 I�OV=344,07 � �,.' � �
<br /> 1
<br /> TYP PERIMETER WALL SECTION � � ' ' � , -:� � �
<br /> �_ I
<br /> S2 SCALE NA 6 _ �F30 2 ;- I a° 4 � Z
<br /> 5 � G �'�� IBOV=344,67 � ���� SZ Q �
<br /> � ��� --� � o TYP @ CELL � 3 }� I �`', � �
<br /> °� �; -�. � peRiMETER i C" �_ � � � DIMENSIONS & ELEVATIONS
<br /> �� '�-� � --------------- Z �C
<br /> �u -
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<br /> ..... .M..... � r.,. .. ,,. � ..., . .,.. ,� ....,,.. . .. . � , .,. , .. . , i":. �
<br /> .... , �:.,... � . c .,,.., ..w..,.. .. . �
<br /> ,. . ........, . �.� .,.�. �..�.,,.. ..< -.',� . ,..... a�....,. ��.....R �: � i.� .,., i�
<br /> .. . ..�.. . ,.. . � ,.. ..� �. � .. _....3. r ......, i .�.....:
<br /> _— ...,:., .. .<.... .. r ....., ,.... .. ,...¢...,.... ,._ ... + .s..._. .. ., .... . ,.�,., , .:�.. . ......::.. ... ..:.... .K. ,r.,�,: �.:.,, . r,f `.. .'., .,.:-. ..
<br /> .:: :Y ; -,.. ' � y-- '�.
<br /> ,..„?a,.�W..,:. . 4'`_; , ''�r.:: ., ..,,.-::, . � 'r " . ., :�. .. .-.: ,, ._ .T. , ...
<br /> F30x15 ' F30x � - RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND �
<br /> � �; �� ___ 15 I � � ELEVATIONS SHOWN ON THESE DRAWINGS WITH THE ~ �
<br /> � 2 f�W_2l CURRENT PERMITTED SET OF CIVIL DRAWINGS, AND SHALL = Z
<br /> ' �'2 u I I NOTIFY BOTH THE CIVIL & STRUCTURAL ENGINEERS IN � W
<br /> WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL
<br /> �i_�u , 4�_�u 12�_�n 79�_�n 5�_�u 12�_�u 1�_�u W `"�
<br /> MARK WIDTH VERT REINF HORZ REINF � � -�-- +�- - - - DWGS AND THESE DWGS PRIOR TO CONSTRUCTION. = W
<br /> � _ 114�_��� - - 0
<br /> CW-1 8" #5@12"o/c CENTER #5@12"o/c � �
<br /> CENTER Z �
<br /> VAULT � OUN �ATION pLAN 2� 8� 24� a �-
<br /> CW_2 12�� #7@g"o/c INSIDE FACE #5@12"o/c
<br /> � SEE WALL SCHEDULE � Q
<br /> INSIDE FACE SCALE 1/8" = 1'-0" 0� 4� 16� ,� '- FOR TYP WALL VERT Q
<br /> , 6 HORZ REINF � ;
<br /> CW-3 12" #8@9"o/c INSIDE FACE #5@12"o/c
<br /> INSIDE FACE �`+1/4�� ' 2° -_ 2�� ;+i14�� � � W
<br /> �� #9@9"o/c INSIDE FACE #5@16"o/c EACH (, -p�� ; CLR. C�R, _a�� � � �
<br /> CW-4 16 #6@18"o/c OUTSIDE FACE DOWEL 6 VERT REINF TO BE Q O
<br /> FACE ��MAX - PLACED IN LINE DOWN THE `"� �
<br /> � LENGTH OF THE WALL -�6@13-1/2"o/c �
<br /> � � f5@18"o/c H, �
<br /> NOTES. i � _.�—...—
<br /> -- SEE WALL SEE WALL _ FOR T,l'P WALL � /
<br /> � T � �%" ii � VERT 6 HORZ � f5 DOWEL TO MATCH
<br /> SCHEDUI.E FOR Tl'P � SCHEDULE FOR Tl'P 2 CLR_ WALL VERT REINF
<br /> �, SEE 1/S2 FOR TYP PERIMETER WALL SECTION WALL VERT 6 HORZ � WALL VERT & HORZ REINF
<br /> SPACING,
<br /> Q � _ _ REINF _ REINF
<br /> 2, SEE 4/S1 FOR TYP WALL CORNER REINF, �� � -- #5 DowE� To
<br /> ; #5 DOWEL TO -- #5 DOWEL TO �' MATCH WALL VERT � /
<br /> 3, SEE 2/S1 FOR TYP WALL REINF AT PIPE PENETRATIONS, � MATCH WALL VERT i �` MATCH WALL VERT �5�18��°�0 REINF SPACING.
<br /> I DOWEL w/o_�' FTG TO _ �� VERT WALL REINF SPACING. REINF SPACING, W� 12� �5 PVC WS SEE 1/S2 PVC WS ___ �
<br /> 4, PROV DE (2) #5 VERT @ THE FREE END OF ALL WALLS, VERT BAR WALL DOWEL REINF ALTERNATE HOOK ALTERNATE HOOK HORZ,� / SEE 1/S2 � _ Q� N
<br /> 5. PROVIDE (2) #5 CONT HORZ BARS AT TOP OF THE WALL, SPLICE d- d-I � ` ; GRADE SLAB � Z J
<br /> <v -- GRADE SLAB REINF � — GRADE SLAB REINF N ; � REINF SEE FND �v H O �
<br /> SEE FOUNDATION SEE FOUNDATION � % PLAN SEE FND PLAN ", a
<br /> DOWEL 6 VERT REINF TO BE PLAN PLAN � ' ' FOR GRADE a � �
<br /> �� MAX PLACED IN LINE DOWN THE I - � � SLAB REINF, � a �
<br /> �LENGTH OF THE WALL � �3�-#5 CONT, % �- �3�-#5 CONT, �13I-�5 CONT. N v �
<br /> � /' ' ,
<br /> REINF LOCATION NOTES �
<br /> �, � � , ;, �� _ �
<br /> � — _ i ' i � 10
<br /> EACH FACE PLACE BARS ON EACH FACE OF THE WALL. — ,� � � � �, ; ! �,I ' 1��
<br /> � � � r ■r �� � r � � �
<br /> , r— — — I
<br /> INSIDE FACE PLACE VERT, BARS NEAR THE INSIDE FACE OR VAULT i i
<br /> INTERIOR SIDE OF THE WALL. ' /r '; ` �'_°"_ :___.: �
<br /> OUTSIDE FACE PLACE VERT, BARS NEAR THE OUTSIDE FACE OR THE �' ���i #5Q12"o/c ��_��i f5@12"oJc �� � ' � i , �
<br /> ,� I g�� #5@1a��o/c � � -�� .��_�'-....� :.��� _ �
<br /> BACKFILLED OR EXTERIOR SIDE OF THE WALL. DOWEL w/o _.�' FTG TO_; � VERT WALL —�' c� ��N � � oArE , _ .
<br /> VERT BAR WALL REINF 2�-6�� 3�-10° i_ u P;,����.iC V�ORKS S H E E T.
<br /> CENTER PLACE VERT. BARS AT THE CENTER OF THE WALL, 2 6 _
<br /> SPLICE DOWEL
<br /> EftOSION - DRAIl���E D�PARTMENT
<br /> _. A PUBUC WORKS E En: : IS E�1u'ktDPRIOR
<br /> AT KNEEWALL AT INTERIOR WALL AT PERIMETER WALL AT PE �♦ TO STARTING ANY � �s-R� T��v `l THIS
<br /> A CONCRETE WALL SCHEDULE 6 DOWEL pLACEMENT DETAIL 2 FOOTING DETAIL 3 FOOTING DETAIL 4 FOOTING DETAIL 5 F00 TAIL �o°'�TT�NAPR`�_E�` r�F 2T .� �;AN�-�RU�i
<br /> �. ,- - OF 4
<br /> S2 SCALE N/A S2 SCALE NA S2 SCALE 3/4"=1'_0" 52 SCALE 3/4"=1'_0" S2 SCALE 3/4"=1'_0" S2 SCALE /4"=1'_0" FOR coNsrRucrio�, __
<br /> S-14-076
<br /> s� s� rt:ss
<br />
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