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<br />4'-011
<br />1 1
<br />1 I 1 1
<br />4h dd
<br />210
<br />WALL REINF @ OPNG
<br />SCALE 1/2114-011
<br />1-1/411 DEEP STEEL BAR GRATING
<br />CONC CURB 0 WALL
<br />d < �1�
<br />ANGLE
<br />2x2x3/16
<br />d d
<br />3/8"mx3°
<br />TITEN-HD 55
<br />SCREW ANCHOR
<br />LEDGER ANGLE DETAILS
<br />SCALE 311=11-011
<br />107
<br />1 TYP WALL SECT
<br />S3 SCALE 1/211=11-011
<br />3/8110x3" TITEN-HD SS
<br />22° 38° SCREW ANCHOR
<br />LEDGER ANGLE
<br />2x2x3/16
<br />a A
<br />CC)
<br />N
<br />�=1d-
<br />GRIND
<br />Jill SMOOTH TYP
<br />1/8
<br />SADDLE SEAT
<br />ANGLE 24-1/24/16
<br />HSS SEAT DETAIL
<br />SCALE 3"=1'-O"
<br />611 TYPICAL
<br />4
<br />611 THICK CURB TYP
<br />S3
<br />@ THE
<br />HSS 3x3x1/8
<br />9
<br />PERIMETER OF THE
<br />REMOVABLE
<br />OPENING. REINF w/
<br />STEEL
<br />j
<br />c�
<br />S3 U,
<br />#4@12"o/c HORZ &
<br />FRAME @
<br />6
<br />VERT, PROVIDE
<br />PERIMETER
<br />53
<br />%`�
<br />#4x18"x18" CORNER
<br />OF HINGED
<br />'
<br />BARS AT ALL
<br />GRATE
<br />HZ OR REINF.
<br />SECTION
<br />_
<br />5
<br />PROVIDE 361I4611, HINGED-2S3
<br />GALVANIZED
<br />STEEL
<br />ANGLE SEAT
<br />SECTION OF GRATING @
<br />24-3/16,
<br />COPE HORZ LEG AT LADDER,
<br />ACCESS LADDER,
<br />'7B� GRATING & CURB
<br />@ RAISED
<br />51x10'
<br />OPNG
<br />SCALE 3/811=1'-011
<br />HSS 3x3
<br />2 TYP WALL SECT
<br />53 SCALE 1/211=11-0t1
<br />P-Al WKIT''Mn CTKFI ll-pATTAI/h
<br />VAULT WALL—' I VAULT
<br />AS OCCURS I ! LID
<br />TYP CURB @ OPNG
<br />!�j SCALE 1114-011
<br />T & B
<br />3/16
<br />EA SIDE
<br />1/8
<br />HSS FRAME CONN DETAIL
<br />53 SCALE 3"=1'-0°
<br />3 TYP WALL SECT
<br />53 SCALE 1/211=11-011
<br />611 THICK CURB
<br />TYP UNO
<br />FIN GRADE - GALVANIZED 2x2x3/16
<br />—� ANGLE w/ SIMPSON
<br />(II I 3/8110011 TITEN-HD SS
<br />' SCREW ANCHOR @
<br />—i 16"o/c, PLACE 1ST
<br />ANCHOR NO MORE
<br />' THAN 4" FROM END
<br />EXTEND CURB --1-►
<br />I OF ANGLE, SEE 8/S3,
<br />VERT, REINF
<br />INTO LID
<br />STRUCTURE TYP,
<br />I
<br />VAULT WALL
<br />AND OR LID
<br />STRUCTURE
<br />AS OCCURS
<br />5 TYP CURB @ OPNG
<br />53 SCALE 111=1'-O"
<br />CURB AND GRATE
<br />@ 5x10 OPNG
<br />— #4 TIES @ 511o/c,
<br />PLACE FIRST
<br />TIE NO MORE
<br />THAN 2-1/2"
<br />FROM SUPPORT,
<br />(7)-#6 T0P�/
<br />& BOT
<br />SLAB BEAM @ OPNG
<br />SCALE 111=1'-O"
<br />2411
<br />.�J
<br />12"
<br />#4x @ EA
<br />VOID BLOCKOUT SHOW
<br />ON THE LID PLAN
<br />• Ffr'Y`d''+�^nd �� y.� N
<br />£ i
<br />. .
<br />#5 CONT
<br />WALL GENERAL KEYNOTES
<br />101. PLANK TO BEAR 311 MINIMUM ONTO THE TOP OF THE CONCRETE
<br />WALL, SEE PLANK MANUFACTURER'S DRAWINGS FOR FINAL
<br />BEARING LENGTH, INSTALL BEARING PAD AS DETAILED ON THE
<br />PRECAST PLANK PLACEMENT DRAWINGS,
<br />102, 12-1/211 THICK PRECAST HOLLOW CORE PLANK,
<br />103, FINISHED GRADE, ELEVATION VARIES, SEE DESIGN CRITERIA ON
<br />SHEET S1 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID
<br />IN ADDITION TO THE CIVIL DWGS FOR FINAL GRADE
<br />ELEVATIONS,
<br />104, 6110 PERFORATED PVC FOOTING DRAIN SET IE = 552.20 MAX
<br />ABOVE THE TOP OF THE FOOTING, SET INTO 1811 SQUARE
<br />GRAVEL BED & WRAP IN FILTER FABRIC, ROUTE DRAIN TO
<br />DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS,
<br />105, PREENGINEERED DRAINAGE MATT TO EXTEND OVER THE HEIGHT
<br />OF THE WALL, SEE GEOTECHNICAL REPORT FOR MATERIAL
<br />SPECIFICATIONS,
<br />106. 411 PVC RIBBED WATERSTOP w/ CENTER BULB AT ALL
<br />PERIMETER WALLS OF THE VAULT, INSTALL AT THE CENTER OF
<br />THE WALL, IN ACCORDANCE WITH THE MANUFACTURERS
<br />REQUIREMENTS,
<br />107. SEE FOUNDATION PLAN FOR GRADE SLAB REINFORCING,
<br />108, 4110 PERFORATED PVC FOOTING DRAIN SET IE 6" ABOVE BOTTOM
<br />OF VAULT AT THE WALL, SEE FOUNDATION PLAN FOR LOCATION,
<br />109. PROVIDE 18" THICK LAYER OF FREE DRAINING GRANULAR FILL
<br />BELOW THE UPPER FOOTING DRAIN, APPLY FILTER FABRIC
<br />BETWEEN FREE DRAINING MATERIAL & NATIVE BACKFILL
<br />MATERIAL, SEE GEOTECHNICAL ENGINEER FOR MATERIALS
<br />REQUIREMENTS,
<br />00 y
<br />WALL REINFORCING KEYNOTES
<br />201, 8" THICK CONCRETE WALL REINF w/ #5@12"o/c HORZ & #5@16"o/c VERT. PLACE
<br />VERT REINF @ THE CENTER OF THE WALL, PROVIDE (2)-#5 CONT HORZ BARS
<br />@ THE TOP OF THE WALL, EXTEND BARS 1111 INTO LID CLOSURE POUR,
<br />202, 8" THICK CONCRETE WALL REINF w/ #5@12"o/c HORZ & #5@14"o/c VERT, PLACE
<br />VERT REINF NEAR THE INSIDE FACE OF THE WALL PROVIDE (2)45 CONT HORZ
<br />BARS @ THE TOP OF THE WALL, EXTEND BARS 11" INTO LID CLOSURE POUR
<br />WHERE POSSIBLE,
<br />203, #5 FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL REINFORCING
<br />SPACING, PROVIDE STD HOOK @ END OF BAR CAST INTO FOOTING, DOWELS
<br />SHALL BE EMBEDDED A MINIMUM OF 911 INTO 1211 THICK FTG, & SHALL EXTEND
<br />INTO THE WALL 2411 MIN, SEE 10/S3 FOR DOWEL PLACEMENT REQUIREMENTS,
<br />204, #5x4'-O" PLACED SUCH THAT EACH 4811 WIDE PLANK RECEIVES (2) BARS,
<br />LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK
<br />PLACEMENT DWGS. PROVIDE ADDITIONAL BARS @ EACH PLANK IF REQ'D AND
<br />SHOWN ON THE PRECAST PLANK SHOP DWGS,
<br />205, LID & WALL TO CLOSURE POUR REINF. @ VOID BLOCKOUT, SEE 12/S3,
<br />206, LID & WALL TO CLOSURE POUR REINF @ END VOID FILL, SEE 11/53,
<br />207. REINFORCE FTG w/ (2)44 LONG & #4@14"o/c TRANSVERSE BOT
<br />208. (3)46 CONT IN CLOSURE POUR, LAP 4011 AT ALL SPLICE LOCATIONS.
<br />209, (2)45 CONT IN CLOSURE POUR, LAP 3611 AT ALL SPLICE LOCATIONS,
<br />210, ADD (4)-#5x10'-O" TOP, CENTER ON OPNG, EQUALLY SPACED ACROSS FTG WIDTH,
<br />211. REINFORCE FTG w/ (3)45 LONG & #5@16"o/c TRANSVERSE BOT
<br />212, (2)47 @ 211o/c, EXTEND 3011 MIN PAST EA JAMB,
<br />213, (2)-#5x41-0"@311o/c DIAG, BARS EA CORNER PLACED @ THE CENTER OF THE WALL
<br />214, PROVIDE (2)-#5 VERT EA JAMB OF OPENING
<br />215, (2)45 CONT AT TOP OF WALL,
<br />216, (2)45 CONT IN LID CLOSURE POUR
<br />217, #4@611o/c VERT w/ 180 DEG HOOK & BOT,
<br />311 MAX DOWEL & VERT REINF TO BE
<br />PLACED IN LINE DOWN THE
<br />LENGTH OF THE WALL
<br />DOWEL w/o__/ FTG TO __I I_ VERT WALL
<br />VERT BAR WALL REINF
<br />SPLICE DOWEL
<br />710 TYP FTG DOWEL PLACEMENT DETAIL
<br />SCALE 1114-011
<br />4'-011 WIDE PLANK
<br />I 1 I 1
<br />I 1 I 1
<br />1 I I I
<br />i 1 I I
<br />I I I I
<br />1 I I I
<br />1 I I I
<br />I I I I
<br />I 1 I 1
<br />I I I I
<br />PLAN VIEW
<br />3611
<br />#5x 14111 3611
<br />CLOSURE TO WALL
<br />DOWELS @ 28"o/c, #5 x 2411 C LID
<br />TO CLOSURE DOWELS
<br />@ EA PLANK,
<br />VAULT WALL
<br />ELEVATION VIEW
<br />LID & WALL TO CLOSURE DOWELS
<br />11 AT PLANK VOID END FILL - 811 WALL
<br />53 I SCALE 3/411--11-011
<br />MAX DOWEL & VERT REINF TO BE
<br />PLACED IN LINE DOWN THE
<br />LENGTH OF THE WALL
<br />DOWEL w/o FTG TO ___/ VERT WALL
<br />VERT BAR WALL DOWEL REINF
<br />SPLICE
<br />1211
<br />#4 x1 1411
<br />SET @ CENTER HOLLOW CORE
<br />OF VOID PLANK
<br />------ ------ -- ----------- ---- -- #5 @ CENTER OF
<br />------ ------ --- ---- -------- ---- -- VOID
<br />co ----------CELL _BLOCKOUT
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<br />t b,v
<br />PLAN VIEW
<br />PERIMETER WALL
<br />0
<br />cc
<br />W
<br />W
<br />36"
<br />WALL VERT REINF
<br />�
<br />#5x 1411
<br />EXTENDING INTO
<br />V-
<br />C
<br />CLOSURE TO WALL
<br />CLOSURE
<br />DOWELS @ 28"o/c,
<br />1211
<br />#4 x1 14" SET
<br />@ ENTER OF VOID
<br />------------- -
<br />-
<br />----- - -
<br />-------I-----------
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<br />m
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<br />.va
<br />ffa
<br />is
<br />0-
<br />m
<br />VAULT WALL
<br />ELEVATION VIEW,CITOP
<br />ETT
<br />SHEET:
<br />i ? ycE
<br />�1 I �
<br />LID & WALL
<br />TO
<br />CLOSURE
<br />DOWELS
<br />12 AT VOID BLOCKOUTS - 8"
<br />WALL
<br />OF
<br />3
<br />53 SCALE 3/4'611-011
<br />S-21-006
<br />SHEET SIZE 22x34
<br />
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