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<br />AIRPORT 100 - FLOW CONTROL TEE FABRICATOR S
<br />549.12 Oa 5 0: 5�
<br />1 ADDITIONAL LADDER
<br />�� RUNGS (IN SETS) TO ,
<br />A 549, 82 ® 176 13 36
<br />® ALLOW ACCESS WHEN
<br />549. 70 5. OX 0 5, � CA TCH IS FILLED
<br />®- WITH WATER.
<br />550; 30
<br />a A F+
<br />A A
<br />RESTRICTOR CROSS MATERIAL LIST AND KEY
<br />?ITEM MATERIAL DESCRIPTION
<br />" 1 16 GA. ALUMINUM PLATE (POLLED SMOOTH)
<br />2 16 GA. ALUMINUM C.M.P.
<br />3 '8" ALUMINUM SHEAR GATE WITH /4"0 LIFT HANDLE w/
<br />ADJUSTABLE LOCK HOOK
<br />�a
<br />ROLLED 100THI SIZE.
<br />OF EL.' +# ,
<br />,r E.;. <;.., arc k
<br />BOTTOM EL: _
<br />BOTTOM ORIFICE
<br />QUANTITY OF STRAPS:
<br />ELBOWS:
<br />QUANTITY: —_
<br />SIZE:
<br />ELBOW #1 I.E.:
<br />ORIFICE 0:
<br />ELBOW #Z LE.:
<br />ORIFICE 0:
<br />ELBOW #3 I.E-i _
<br />ORIFICE 0:
<br />ELBOW #4 I.E.,
<br />ORIFICE 0:. _
<br />ELBOW #5 1 E
<br />ORIFICE 0: -
<br />OVERFLOW WEIR:
<br />WIDTH (")t ,
<br />EL. aC _—
<br />CONTRACTOR:
<br />FABRICATOR: HA. FOWLER COMPANY
<br />1TE DESCRIPTION
<br />ISSUED FOR FAB
<br />P Ki
<br />ONE INCH
<br />.ALUMINUM RESTRICTOR CROSS W/ELBOWS
<br />T FULL SCALE
<br />E
<br />SCALE: NTS SHEET: 1 OF 1iDATE:
<br />If NOT ONE INCH
<br />LE
<br />'CA ACCORDINGLY
<br />DWG. No. HDF—RESTRICTOR CROSS V. 1
<br />RE
<br />..�
<br />)P DRAWING VIA GAFFNEY
<br />a
<br />77
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<br />VAULT INLET 4A
<br />F ------------
<br />.a.
<br />0
<br />IE 12" PVC(W) = 552.8 _ ....... ...... . � ------
<br />5 0' GRATE ROUND ACCESS, LOCKING RING AND---------- { ---' VAULT OUTLET
<br />ACCESS `D COVER. PROVIDE LADDER TO BOTTOM VAULT INLET 6A-----
<br />N PROVIDE LADDER TO °' A DIRECTLY UNDER RING AND COVER.
<br />BOTTOM DIRECTL Y
<br />12" DIAMETER
<br />FLOW CONTROL
<br />STANDPIPE
<br />TO MODULAR
<br />WETLAND
<br />VAULT
<br />MATCH GRADE. (TYP, ALL LOCH TIOIVS) IE 12 PVC(SW) = 552.5
<br />UNDER ACCESS �s 0r
<br />PROPERTY _/ 562 MATCH GRADE. SDCO TO FG 6
<br />---
<br />LINE — _— - X ---- — X — FROM VA UL T
<br />(TYP)
<br />- $ OUTLET PIPE
<br />(TYP)
<br />IE 12" PVC(NE) = 552.55
<br />EX: CHAINLINK FENCE
<br />��� 48 21 '13
<br />TO REMAIN I PROVIDE 2' MIN.
<br />CLEARANCE FROM
<br />S T RM WA TER VURAN 1011. T PL A N VIE W
<br />SCALE.• I- = 10'
<br />N O FZ-F I N C
<br />0 5 10 20 This Record Drawing has been prepared, in part, based
<br />on "As -Built" information provided by others. Though
<br />the as -built information and this drawing are based on
<br />the best available information,; no presumption should
<br />SCALE: 1, = 10' a made regarding the drawings accuracy.
<br />c -1y
<br />�gned By Date —
<br />14,,nParmitInsnectnr
<br />FFE =
<br />561.0
<br />5'
<br />IE 8" PVC(N) = 553.1
<br />�r r
<br />ROUND ACCESS, LOCKING RING AND
<br />COVER. PROVIDE LADDER TO BOTTOM
<br />DIRECTLY UNDER RING AND COVER.
<br />MA TCH GRADE.
<br />Print Name
<br />HOLLOW CORE PRECAST PLANK (VAULT LID).
<br />DESIGNED BY OTHERS (TYP). SEE STRUCTURAL
<br />PLANS FOR VAULT CONSTRUCT/ON DETAILS.
<br />TOP LID 558.35, BOTTOM LID 55ZJO
<br />4 a
<br />a, d C _ - d
<br />d
<br />DWS EL. 556.80
<br />= DWS EL 556.80
<br />19'
<br />19'
<br />7 MIN. (TYP) 4' LIVE
<br />STORAGE
<br />TOP SEDIMENT
<br />-- - (TYP)
<br />CELL 2
<br />-- --
<br />EL. 552.8
<br />DETENTION VAULT LIVE STORAGE VOLUMES
<br />LIVE STORAGE VOLUME REQUIRED = 17,424 CF
<br />LIVE STORAGE VOLUME PROPOSED = 18,240 CF
<br />ROUND ACCESS, LOCKING RING AND CB 8I, TYPE 1 Qhn _ San 2i l / I INSIDE TOP VLT = 557.251
<br />COVER. PROVIDE LADDER TO BOTTOM CATCH BASIN FRAME AND GRATE DIRECTLY
<br />DIRECTLY UNDER RING AND COVER. ON VAULT LID TO COLLECT SURFACE
<br />MATCH GRADE. (TYP, UNLESS DRAINAGE (LOW PT.) NO LADDER.
<br />OTHERWISE NOTED)
<br />r r n rrrr l'r r r�r r r ri rrri it rr, r{l rrri rri irrr;r r!irrk rrit�rrr ri rrr r, rrrrriCrr rirrrrr,rr-:. rrrrTr rrrrirTii
<br />5%r
<br />rri rrri,1�17rr �
<br />— =S .8—
<br />�- VAULT INLET 6A DWEL. 5560 — 120' —
<br />4' LI VE 7 M/N. (TYP)
<br />STORAGE —
<br />1E 8" PVC(NE) = 552.8 — (TYP) TOP SEDIMENT (TYP) —
<br />it i�ir>riT r�r
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<br />132 2455 ANY PORTION OF
<br />THE FLOW CONTROL
<br />�0
<br />DAVID EVANS
<br />ANDASSOCIATES INC.
<br />2= Woodrwie Snohon*h Rd NE
<br />Woo*iv le Washhoon 98072
<br />Phone- 425.415.2000
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<br />VAULT INLET 2A -,, O:. �;y ��,yo,�� EL. = 552.8 �%�,�T - , I, , . .. _-__ _�
<br />�5_y,- 590 yr��r�R/ ,�, - — — — a ��,
<br />5� SEE FABRICATOR
<br />Trv�� _._..,.,, s- err >� ,: 0.59 �
<br />SHOP DRj
<br />G�
<br />..,. d
<br />d d. r r> �
<br />�; <%err 4 a . THIS THIS SHEET,
<br />INSTALL 6 PERF. :c�,'�rr � � d d ���� � d .d �'
<br /><�o �� �,, a d d >,� SHARP
<br />PIPE TO COLLECT%�� `b w o $ ���%�� INSTALL 6" PERF. ;�;�� �a ,rrrr
<br />:,cc� �� EL E VA TION VIEW
<br />P/PE TO COLLECT $ $$`�$$$� $ $ c� a a $� EDGE SHOP DRILLED /N STAMP NOT VALID
<br />GROUNDWATER AND N i o o°`�° o o `�°o�°a o ° o'° o ° `°� o o `b. o o ` o° o o o V9 o1 Mft. `%M�o
<br />ROUTE TO STORM ;< .... d „> ,,,r,,
<br />SEE PLAN VIEW FOR �^ � GROUNDWATER AND � v PLA TE UNLESS SIGNED .AND DATED
<br />NO TES.
<br />OUTFALL (TYP) boo VAULT OUTLET 1A VAULT FLOOR SPOT ogOd' ROUTE TO STORM o ' Q r'
<br />OUTFACE (TYP) $ SEE PLAN VIEW FOR ��$ 1. METAL PARTS. CORROSION RESISTANT. NON —GALVANIZED PARTS PREFERRED.
<br />ELEVA 770NS (TYP) GALVANIZED PARTS TO HAVE ASPHALT TREATMENT 1. FIRST SUBMITTAL DATE: J12012020
<br />INSTALL WASHED DRAIN VAULT FLOOR SPOT COWEIR=NCRETE SLAB ON GRADE
<br />ROCK UNDER VAULT PER IE 12" PVC NE) - 552.8 CONCRETE SLAB ON GRADE ELEVA77ONS (TYP) WITH UNDER -DRAINAGE PER 2. FRAME AND LADDER OR STEPS OFFSET SO CLEANOUT GATE /S VISIBLE FROM TOP, p p
<br />GEOTECHN/CAL ( - STRUCTURAL PLANS (TYP) SCALE: HORIZ.:1 -10 VERT.:1 =5'
<br />RECOMMENDATIONS (TYP) WITH UNDER -DRAINAGE PER CLIMB —DOWN SPACE /S CLEAR OF RISER AND CLEANOUT GATE AND FRAME 1S
<br />( STRUCTURAL PLANS (TYP) CLEAR OF CURB. PROTECT NO.
<br />J. PROVIDE AT LEAST ONE 3 x0.90" SUPPORT BRACKET ANCHORED TO CONCRETE
<br />ALLS T ORM WA TER VA UL T - SEC TION A S T ORM WA TER VA UL T SEC TION B 4. LOCH 7M T ADD17 ONAL LADDER RUNGS /N S7RUCVRES USED AS ACCESS TO ALLOW KES TOOOO-OOO 1
<br />SCALE: 1 "=10' HORIZONTAL SCALE: 1 "=10' HORIZONTAL ACCESS WHEN CATCH BASIN IS FILLED W TH WA 7FR.
<br />%� SHEET N0.
<br />SCALE.- 1"-5' VERTICAL SCALE: 1"--5' VERTICAL FL 'A, N � C O ® L S T R UC T UR DETAILS
<br />XB 1 TYPE 2-60„) 11
<br />NOT TO SCALE OF 21
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