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<br /> SECTION BOTTOM A29 TOWNSHIP 28 NORTH, RANGE 5 EAST, W.fi . DETENTION VAULT LOCATIONS & ELEVATIONS
<br /> CB TYP1 7 al 1+28.2,OFF-48.T LT 4443.4�L 43 20 WALL
<br /> I I 6' 19 STA 1+28.2,OFF-28.7 LT 443.14 437.20
<br /> RIM=441.30 ® STA 0+72.2,OFF 48.T LT 442.10 438.20
<br /> IE=437.30 12" DI S J a
<br /> IE=437.30 12" DI N J �' 10'DISPERSION TEE I MINIMUM TOP OF WALL
<br /> PER DETAIL ELEV 442 OO44c.' ® STA 0+72.2.OFF-28.T LT 442.10 438.20
<br /> OUTFACE IE 438.80' •- ® STA 1+09.8,OFF 48.T LT 442.10 437.20
<br /> } I w -. w `_ '� i�W ,,w _ • : TOP OF EMERGENCELEVERFLOW 11• m STA0+99.2,OFF 48.TLT 442.10 437.20
<br /> _ 442.10 438.20
<br /> "' •'i;�!�;1 '�_^-�� •.iaa. - ® STA 0+99.2,OFF-28.T LT
<br /> �__ a 442.10 438.20
<br /> `' Air
<br /> _ _ -, 00,„-; y TOP OF LIVE STORAGE, • NOTE THE BOTTOM OF WALL ELEVATION IS THE INTERIOR
<br /> f
<br /> a --____ •
<br /> ____ __-_.- -
<br /> RIM ELEV. 44 76-t442.4e
<br /> IEMERGENCYOVERFLOWDETAIL a1
<br /> DALEOt Y © SCALE:NOT TO SCALE •�• E44oe7STA 0+60.88, -85.08 L71 ••aI FUTROANENANCE1, , a r M ' • , -
<br /> (yJ } i v + ACCESS HATCH SIZES AND " MIN / ELEV. 440.75
<br /> , BUILDING LOCATIONS AS WELL AS p 1 \E::
<br /> 0.75" ORIFICE
<br /> J V) Ia REVIEW OF POSSIBLE v a ," " I 1J r ADDITIONAL GATES ORI. �- 8" FROM POND 3 E�QW iELEV. 440.10
<br /> 439.11 IE 439.-20 • TYP.
<br /> 1 REMOVABLE FENCING. ���,, i c �-
<br /> W '�%II�'�-!� '� VERTICAL DATUM Il
<br /> 0 8 REVISIONS
<br /> �- NAVD 88 • • ✓8' TO OUTFACE
<br /> a 3936
<br /> O I o % i FENCING PER ARCHITECT ESTABLISHED BY OPS i 4 439.11
<br /> , i •
<br /> m ; ', 1 POND WALLS PER m ► BENCHMARK 2' I I � q :6:
<br /> IIn 8
<br /> ` ' STRUCTURAL --• MAG NAIL 8 WASHER IN NORTHEASTILL ►; N co
<br /> a !'' �� ; `, DESIGN5 ; y QUADRANT INTERSECTION OF 19TH 1ELEV. 437.2 (� O a t�CB TYPI H v `, �, A TE SEE N ^�� AVESE(SR 527)AND 120TH PLACE SE 12" RISER � �R Ti i i �- ^
<br /> •
<br /> �, TECTUR H EL-441.54 PER RE)
<br /> GPS ASSEMBLY 1 ESTRIC OR PLATE W RIM=441.30 I o DRAY,INGS " 1.- 1,08"0SHARPEDGE ill
<br /> _.. . 4 f EE SHEET C4.0 FOR PA1RlfING a 10 m >IE=437.75 12 DI SE z 1 a 2 MINEpp pRILLED ORIFICE �• �'IE=437.75 12 OI S / a 1 H, y a LF e"PVC y :ANO FRONTAGE IMPROVEMENT I t-i I Fii1•
<br /> I
<br /> IE=437.75 12 DI N - spilu
<br /> �� 3� PLAN 1Z xx
<br /> 1+27 OUTFACE �.''Ir I ;. • '-PRECAST TYPE 11-54" W LL
<br /> I t WETLAND lik.47...,,,, 2 tYPE 1 , • MANHOLE (f)u TREATMENT CELL, SEE STA 1+j5.2, 452 LTN SEE CITY DETAIL 415 FOR ADDITIONAL INFORMATION
<br /> \ i DETAIL1 '
<br /> PLANTINGS • � t't�
<br /> iii
<br /> •i DIM' TATION [111 6 FLOW CONTROL. MANHOLE #3
<br /> `'a o
<br /> SCALE:NOT TO SCALE
<br /> W
<br /> W w a • ��iit I� �'� 1 '41.. 8' , FLANGED CONNECTION AND
<br /> it)44.--
<br /> Ei '' O / !! , i� I FABRICATED OR m
<br /> t1
<br /> J' t- "- PRE-FABRICATED BEND IF N
<br /> I
<br /> S, o' 4 INLETS NECESSARY. H
<br /> \v‘r. w
<br /> I HOPE rts...Z3 w
<br /> ` . \ 10 LF 8"PVC 6' 1MIi1.ill TEE (SAME DIAMETERBA AND H n
<br /> 'NW
<br /> c� 0VE- ik - E OETA1 © i-
<br /> I lirev•__ �I SDR AS PIPE). rn allo
<br /> 1> P P --F--P arr.
<br /> --�'��.� �� DETERMINE 1.,)*.
<br /> 1. c Z
<br /> - P P p �-P P P v P P 1 1� LENGTH <O 3" •MIN. � Q co Q
<br /> w --� wy I w ._-P " P P �\ - �.a v - IN FIELD 4 10'-� STEEL STAINLESS � 'S
<br /> ��40W CONTR 1 NH ►: So SD S;�•a�i.,:.-'•-: ----•-�•,-- _ - LAG SCREWS to O O
<br /> 3 TYPE ul
<br /> ►
<br /> d'1 SEE D TAIL CB TYP1 - - _- -_ .O O O O O w m• Z
<br /> STA 0+0,16, -28.7 ' LT RIM=441.08 CB TYP1 ( _ - O 0 N O p
<br /> IE=438.33 12" DI NW RIM-440.97 SOCK 1 INLE I _ _ O O 0 • a
<br /> IE=438.59 12" DI W I 1 20TH PL SE CITY OF EVERETT DETAIL,-40 air O O O OO O Oo -
<br /> 3 a 0+50 Air
<br /> IE=438.33 12" DIE IEa438,g2 12" 01 S STA 1+57.7, 11:5' LT 01401 0 0 •0 - •OW SPACING • 2
<br /> +� O O Oo 00 o HOLE SPACING 2"
<br /> 1+50
<br /> a R HOLES:
<br /> I ;' 2+00 ' o 0 o NO HOLES DIFFUSE TO BEST
<br /> OPPOSITE PIPE HOLE DIAMETER - 1" POSITION AFTER FIELD
<br /> CHECK. (HOLES ON
<br /> 1 OUTWARD FACE OF TEE).
<br /> r0 SDCB 3 TYPE 11-54 STAINLESS STEEL FINISH GRADE
<br /> V FLOW CONTROL MANHOLE OR HDPE
<br /> OUTFACE IE 438:80'-438.76' •
<br /> -10 LF DIFFUSER TEE • SEE DETAIL REMOVABLE CAP STORMWATER PROP
<br /> 445 PER DETAIL RIM-44�180 442.48 -OUTFALL IE4.73ot 437.16' 445 \\%%\\ \\// DIFFUSER TEE SET LINE
<br /> ca• _ -_ _- . _. PROPOSED GRADE 8�E 1E.IN-439..20-439.11- APPROX.EXISTING GRADE \\/\\\/%\\\. - AT TOE OF SLOPE
<br /> �. PVC 6.8 LF / / / \ - /\\
<br /> 8 N IE OUT 439 2O-439.11' / /\\\//\� \
<br /> DETENTION/STORMWATER
<br /> SwQ:EN4 FT/FT 0.015 1`I_ _ WETLAND TREATMENT POND PROVIDE 10 WIDE BY
<br /> t' THICK PAD OF LLI N
<br /> v . - -- - QUARRY SPACES TO ,CIJJ
<br /> 440 � ./ - cc
<br /> f 440 / PROPERTY LINE
<br /> S6.4 _F ems • 8"-PVC- i 1 - �, �t��a DI \�\� \�\�\\\�/ \� \� :�:0a:0a:e �.-.�. tW/� II
<br /> 0.0044 S.0�p5 FT/FT e �%\ /\% \! \ • / •�- •�• • ; • \ Ix W G.
<br /> f 40.2 0 044 S.&94! FT/FT " / �._����,`
<br /> •
<br /> j EXISTING 9 \\'� /\� \\j \\\ /\� j\� \�i�� W Z Q `0
<br /> 435 435 \\ /\ , / \ i > Z
<br /> RI
<br /> r----- 4 TYPE
<br /> 04 WATERLINE ��\\.1\�i\\\ \\� _ / /\j` J ; I-
<br /> 8" S lE IN a38.9O-•
<br /> • INLET IE-4-39:20'438.12' SDCB 2 TYPE I
<br /> 438.86 - 7.5 LF- 0 tF 8 PVC - SOCB t INLET Cl) Q G.
<br /> 8" NE IE OUT a38-90 438.86'• 9.2 LF -tO tF 8 PVC 0.0130 $ 30 FT/FT RIM 2 442.44 OTY S10 DET �a41.88' INSTALLATION SECTION = W
<br /> 0.011 S 0 000 FT/FT 8 SE IE IN d0 438.21 Z H cc N Q
<br /> 430 8' W IE OUT 43820 8' N*c OuT-44OOO-439.98.
<br /> 438.12 430 O DISPERSION TEE DETAIL 0 rn W a Z
<br /> SCALE:NON( T
<br /> COSTORM SYSTEM PROFILE r ,- • . $' 1- C
<br /> SCALE: : -10' V: 1"=5 O
<br /> 1 TH PLACE SE � ` K 2
<br /> TOP OF LIVE TOP • LIVE 0
<br /> CC
<br /> APPROXIMATE STOR r r-- W + O `_ - 0
<br /> ELEV 44t, ELEV 4t. ���' 1 U Co CctQ
<br /> 445 EXISTING GROUND STORAGE FINISH GRADE 445 445 445t9 ` ,' L>♦.L N
<br /> TOP OF BERM 1 OTH PLACE SE INISH GRADE 6I�
<br /> 2:1 MAX SL - WETLAND TOP OF LIVE
<br /> TREATMENT CELL v ELEV 438, L STORAGE RETAINING WALLS ' o RECORD DRAWING
<br /> PER STRUCTUR v DATE:
<br /> 440 - _ \ 440 445 ELEV 441, 445 440 = 440
<br /> --v RETAINING WALLS - _ _ __ 06-02-21 This Record Drawing hasp been prepared,
<br /> In Though based
<br /> _ - JOB #: on"As-Built"information provided
<br /> PRESETTLNG CEL PER STRUCTURAL FINISH GRADE AF PROXIMATE RECORD DRAWING the as-built information and this drawing are based on
<br /> '-� 1' 4' a - _ - q - EXSTING GROUND 18-141 the best available information, no presumption should
<br /> vRETAINING WALLS AS BUILT RECORD DRAWING PREPARED
<br /> TOP OF WETLAN BOTTOIA OF WETLAND BY HARMSEN, LIC., made re:ar• ,:the drawings accuracy.
<br /> 435 TREATMENT CE. TREATMENT CELL 435 440 = 440 435 TQP OF WE AND PER STRUCTURAL 435 6 \ ��r �1 -L-
<br /> ELEV 439. 3:t MAX / MONROE, wASHINGTON ON __6/n2/�__
<br /> -LOW POINT - - - -a- - APPROXIM4TE TREATMENT L 3:1 MAX FIELD WORK COMPLETED __4/30./2.1___ \
<br /> SLOPE IN EXISTING GROUND ELEV 439. 1
<br /> • ELEV 437.2 BOTTOM OF POND, TYp SLOPE IN AND RECORDED IN FIELD BOOK Igned By Date
<br /> SETTLMENT CM. I. SEDIMENT TOP OF WETLA� BOTT• CIF POND. TYP # `
<br /> ELEV 435. STORAGE TREATMENT CE CBOTTOM OF WETLAND 3.t MAX SETTLM NT CELL 1 SEDIMENT ITEMS NOT MARKED ARE UNCHANGED OR Knowwhatsbelow. � �` '�'`� Permit Inspector
<br /> 430 a30 435 ELEV 439, TREATMENT CELL SLOPE IN 435 q30 ELEV 4.5.2 S`ORACE 430 COULD NOT BE VERIFIED IN THE Cali ara+dl9• Print Name&Tit \
<br /> ON1\ AS-BUILT SURVEY.
<br /> © POND SECTION A-A © POND SECTION B-B 1 w POND SECTION C-C ■
<br /> SCALE:H: 1"=iO' V: 1"=5 SCALE:H: 1"=10• V: "=5' I"SCALE:H: =10' V: 1"=5' 3
<br /> P:\WORK\PROJECTS\2018\18-141 EM0RYS\CE\DWG\SHEETS\_1ITLEtt0CK.DWG 6/4/2021 �IONta.11•oe ,• Ild„ , �voo•nr,e
<br /> Utility Drawings 12011 19th Ave SE
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