stormwater plans for 03 20 pwadmin/finance...z x_ uj_j 0 u iz (_) -0 f-i z
TRANSCRIPT
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MAP NUMBER
2000-75(1) 2000- 75(2)
2000- 75(3) 2000-75(4) 2000- 75(5) 2000- 75(6)
2000-75(7) 2000-75(5) 2000-75(9) 2000- 75( 10) 2000- 75( 11)
2000- 75( 12)
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PROJECT LOCATION 1 --1
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145TH ST ' .. ., _J Q_
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KINGS GATE PARK
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--1,--~---'-~-'--NE 140TH ST
VICINITY MAP
DRAWING LIST
SHEET NUMBER DESCRIPTION
1 .......... TITLE SHEET
2 SUMMARY OF QUAI\JTITIES AND STRUCTURE NOTES
3 ... . . . .......... PROJECT CONTROL PLAN
4 .. ENTRY ROAD PLAN, PROFILE AND SECTION
5 ..... . ........... ACCESS ROAD PLANS AND PROFILES 6 FLOW CONTROL STRUCTURE PLAN
AND SECTIONS
7
8
9 ...... .
10 1 1
•·•····· 12
FLOW CONTROL STRUCTURE DETAILS
TRASH RACK DETAILS
CIVIL DETAILS
....... BRIDGE IMPROVEMENTS
.............. LA,NOSCAPING/WETLAND ENHANCEMENT ............ WETLAG/0 ENHANCEMENT DETAILS
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--·-·-·-·-·-·-· ,·-·-··-·-·-· -------r·- -, -.-·--··-·-·-·-·-·---·-·-·-·-·-·-·-·-·-·~ l....
DEPT. OF PUBLIC PAUL TANAKA
Director
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KM05001
High oodland egional Pond Juanita Creek Flow Control Facilities
(N.E. 145th St. East of 1-405)
R.WBECK AND ASSOCIATES
D/\TE REVISION BY
® KING COUNTY DEPART.MENT OF PUBLIC WORKS Paul Tanaka, Director
SURFACE WATER MANAGEMENT D!VJSION
HIGH WOODLAND REGIONAL POND JUANITA CREEK FLOW CONTROL FACIUllES
I COVER SHEET
APPROVED LarTy R. Gibbons '7"./4aJ,71 -~ ;,---,------- DATE --/.J...z,Lu __ RECOMMEHDED Don Wood DATE . DESIGNED D.V.D. DRAWN S. Selisted ·---
PROJECT rm, 04 7007 SURVEY NO. 16-26-05-1 Q_ SHEET 1 OF 1 2
2000-75(1)
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PHASE 1-COf\JSTRUCTION ACCESS ROAD PLAN
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CONSTRUCTION ACCESS ROAD
LINE A PROFiLE
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~HASE 11--MAINTENAt~CE ROAD/
EMBAr~KME~~T PLAN
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SCALE IN FEET
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0+40
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D+BO
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,DHASE Ii M,,INTENANCE ROAD
LINE 8 PROFILE
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NEW FLOW CONTROL STRUCTURE, SEE SHEET 6
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R.WBECK AND ASS()ClATES
KAA05004
LINE 8 ALIGNMENT TABLE
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NOTES:
STA
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0+18.04
0+44.70
1 +94.00
ALIGNMENT
r✓ 74·25•22" w
CURV[ #1
N 89'10'57" W 26.66'
CURVE #2
N 03'55'37" E 96.49'
1. 6" r✓ATURAL GAS Llt'4E TO BE l~ELOCATED BY WASHINGTON NATURAL GAS. LOCATION SHOWN IS APP~/OXIMATE.
2. THE EXISTll✓ G AND [l✓ HANCED WETLAl ✓ D AREAS SHALL BE PROTECTED AS DESCRiBf]) Of! SHEET 11 .
3. STRIP 1 '-2' OF MATERIAL UNDER NEW EMBANK~1ENT. l~EMOVE ALL TREES AND VEGETATION. USE PORTIONS OF CLEAi~, STRIPPED MATERIAL ALONG CRUSHED ROCK PATIi. SEE DETAIL !1, SHEET 12 .
4. LOCATE AND EXPOSE END OF EXISTING 24" CONCRETE PIPE II° APPROVED BY ENGINEER, THIS PIPE MAY BE USED IO DIVERT Sl REAM FLOW INTO, DURING CONSTRUCTION OF THE CONTROL STRUCTURE. PIPE SHAL.L BE PLUGGED WITH CONCRETE AFTER COMPLETION OF FLOW DIVERSION.
5. Al.L IN-STREAM WORK SHAU_ BE DOtiE IN DRY POFlTION ONLY STREAM SHALL BE DIVERTED USING S/,ND BAGS OR OTHEFl MEA~JS PROVIDED BY CONTRACTOR.
@ K.ING COUNTY .DEPARTMENT OF PUBUC WORKS Paul !anoka, Director
SURF.I\CE WATER MANA.GEMENT DIVISIOH
.-------1HIGH WOODLAND REGIONAL POND JUANITA CREEK FLOW CONTROL FACIU11ES
ACCESS ROAD PLANS AND PROFILES
.APPROVED ___ L_c,rry R. Gibbons --;-;-c---,----------
R ECO M ,A END rn Don Wood --·-----·-- D.A.TE ~~ DESIGfiED D./vl.V. C D [) ~~--DRAWN · · · PRO,JECT NO. 047007 SURVEY 1'-10.16-26-·05-JjlsHEET
2000-75(5)
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SPECIAL. BALLAST/GRAVEL SLOl'E Pl~OITCTION SEE SECTIO~J A THI:. SHEET_--,"(
QUAFmY SPALL/GRAVEL . SLOPE PROTECTION SEE SECTION A THIS SHEl·r
O EXIST SS MH ___-jJ
RIM 219.90 ),'1.. INV 207.1
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CONTROL STRUCTURE
STA 1 +51.57 - 5.67'RT
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FLOW CONTROL STRUCTURE PLAN
REMOVE 1 ' - 2' TOPSOIL. BENCHCUT f~AX 2' HIGH
20 0 2D
SCALE IN FEET
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SEEPAGE COLLAR, 'O' Wl[)E x24" THICK MIIJ (SEE NOTE 18 2 )--""",- 1
(NEAT U~JE MEASUR_DAE~]_
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CONTROL LINE
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OUTLET IMPROVEMENTS
PLAN 10 0 10 20
SCALE IN FEET
24'±
ROCK SPALL PROTECTION
STRUCTURE
• EXCAVATE AND PLACE RIPRAP
\ -~ 48"CMP ____ a--
I NV 209.0
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4-'± ,, I 6" ---rr :iv/<k--1 II - OUTFLOW ,Ii,--,
'7. R \, BARRIER ;_J Q \ SEE DETAIL "- .. _..1r I
{_,,.~y \ SHEET 9
EXISTING j 48" CMP
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KAA05010
NOTES
1. CONSTRUCT OF ON SITE TILL APPROXIM,I\TE: LOCATION OF MATERIAL IS AT ST/\ .:1+60 180' RT (SEE SHEET 3). EXACT LOCATION WILL BE IDENTIFIED BY THE ENGINEER. COlvlPACT TIU. 95% MAX DRY DENSITY .
2. EXTEND '.!4" THICK SEEPI\GE COLLA!'/ SOUTHERLY TO COVER THE EXISTING 24" CONC. PIPE AS Dlf<ECTED BY THE ENGINEEfl.
EMBANKMENT
r ,,...----,- SPECIAL BORROW EXCAVATION '--~ CONSTRUCTION FABRIC, TYPE B I 31-·
6.5' (TYP)
SECTION 0 5
236 6
IE 2219
MIN.
· GRAVEL BASE FOR FOUNDATION· CLASS "A'
@ 10
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OUTLET IMPROVEMENTS
SECTION @ 5 0 5
SCALE IN FEET
TRASH RACK 5 6 8
IE 222.8
---48"(1) CMP-45 LF
DEBRIS BARRIER
SPECIAL GRAVEL BORROW PLACED IN B" LIFTS AND COMPACTED TO 95% MAX ORY DENSITY
10
R.W.BECK AND ASSOClATES
SECTION @ 6
5 0 5 10
SCAI.E IN FEET
@ KING COUNTY DEPARTMEr~T OF PUBLiC WORKS Poul Tonoka, Director
SURFACE WATER MANAGEMENT OiVISlDN
HIGH WOODLAND REGIONAL POND JUANIT'A CREEK FLOW CONTROL FACILJ11ES
FLOW CONTl~OL STRUCTURE] PLA1~ ANO SECTIONS
APPi~OVED Lony R, Gibbons ·-- DATE-~?:!'! RECOMMENDED __ Do_n_W_o,..o_d _________ DATE _____ ., __
SCALE IN FEET 0£SIGfJED _C.~.(L/M.J.C . DRAWN C.D.D. ·--·--··-- ·PROJECT NO. 047007 ·-·- SURVEY No.16·26-O5-19sHECT 6 or12 L __________________________________________ , _______ ...._ ___________ ....._-.a.... ____ ......1.-__________ :,;;._:;;,...;,,..;.,:,;;;,,.J
2000-75(6)
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6" DIA SCH 40 GALV STEEL VENT PIPE (SEE NOTE 1 )---....
rF -c'·T [,." X 11'" \_J,/-.)t. 18 14
PIP[ CLAMPS @ 5' ···O" OC SECUl,E TO MH WITH )~' DIA X 3" EXPANSION
ANCHOR BOLTS -~""
CAGE LADDER SHOWN THIS SIDE ONLY FOR CLARITY. SIMILAR BOTH SIDES
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GROUf AL: .. Al~OUNJ BOTH SIDES 4 R ~
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SECTION
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,-- CATCH BASIN 2''GLEAR '-'--"1-1-- / TYPE 2,96"
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GAT[ ST[M
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SCALE IN FE[T
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SlE DETAIL 1 ·
OVERFI_OW EL 237.7
I B
1 C/1.TCH BAS Ii~ --1 TYPE 2, 96"
-- LADDER ONLY SHOWN (CAGE OMITTED FOR CLARITY)
-- REll~FORC[D CONC Fl.OW CONTROL WALL (CONU,ETE CL.ASS 4000 LS
.~ GROUT ALL AROUND BOTH SI DES 2" R
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FLOW
EL 215.2 IE 216.9
6'~0"
SECTION@
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SCA.LE Ir, FEET
L 3x3x¾ x3" BOLlTD TO CMP ANO W[LDED TO PLATE
12" X 3" NOTCH ,,,.,,- 4 PLACES
4 PLACES
0' 11," L - /2 ro/e" GALV STEEL PLATE
CATCH BA.SIN WALL-~-
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OUTLET FLOW RESTRICTOR
SECTION @ 0 2 3 4 5
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SCALE IN FEET
ls' X 3' -0" STAlc,L[SS ST[EI. CHAIN WITH ls" BRASS PADLOCI< BY OTHU,S
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SEE DETAIL,' 4 '\
GA.LV MANHOLE STEPS/LADDER
PLATE NO 2 /1\ \jy
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·*DRILL 8 HOLES PER ORIFICE (4 EACH SIDE) FOR THREADED INSEf-lTS AT (31 EQUAL. SPACES 9.5" O.C. FOR ORIFICE 2,3 8. 4 I 1" 0.C. FOR ORIFICE I. HOLES TO MATCH SLOTTED ORIFICE PLATE.
BAR LIST
MARK LOCATION SIZE NO ·-
Q) WALL HORIZONTAL #6 1
@ WALL HORIZONTAL #6 13
(i) WALL HORIZOfJTAL #B 16
G) WALL VERTICAL #5 12
@ OIAGO~JAL #6 2
® DIAGONAL ANO VERTICAL #6 6
0) DIAGONAL #B 8
® WAL.L HORIZONTAL #8 2 -
® WALL HORIZONTAL #8 2
@ WALL. HORIZONTAL #8 2
@ DIAGONAL AND VERTICAL #8 2
@ DIAGONAL AND VERTICAL #8 2
KM05007
2'' CLR. TYP
7" 2@12 / 7'1'4'°··" 2@12 7"
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FLOW CONTROL WALL REINFORCEMENT DETAIL
1 0 2 3 4 5 6 7 l..Ll . .L.L._J...............L.._L..._l__.~-~~
SCAL[ IN FEET
LENGTH BENDING DIAGRAM
7'-6" STR
s'-2" STR
s'- 2" STR
22'-4"STR 1
® 1rY~ 2'-8" / ,/
14 ,,-r. I"< 2'-8" STR
21-8'' STR 3' ,,11 . I
51-711 ® ·wl " 1' - 11/2
" ® 2' -11/2 =17= <l) (!) 9"
2'. g" @ =w\
51-811 @ "°~a I 'o,-,, r(
(]} #8 CUT @ OPENINGS
NOTE1'All ... STEC:L PARTS SHAL.L BE GALVANIZED
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6'-3" ~" @"' 0 0, '1, RW.BECK AND ASSOCIATES
DldE REVISION BY
I
ORIF"ICE PLATE N0.5
1 '-·· 6" 4 I • ¼"PLATE GALVANIZ[D
11/2 ;· 1'-J'' - <,.. 1/s R ~ 3"
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ORIFICE PLATE NO. 2,3 8 4 r· I;/ PLATE GALVANIZED
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11 I' - 3" Y2, j ,
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ORIFICE PLATE NO. I
DETAIL Li'\ ------w 6"
SCAL.E IN FE:ET
<®,.f,... KING COUNTY DEPARTMENT OF PUBLIC wor,f<S ~ Poul Tonaka, Director
SURFACE WATER MANAGEMUH DIVISIO,~
(1)
HIGH WOODLAND REGIONAL POND JUANITA CREEK FLOW CONTROL FACILITlES
I FLOW CONTROL STRUCTUf~E DETAIL:3]
·~- DArE 1fil1/? /_ ___________ DATE---·~--
APPROVED Larry R. Gibbons RECOMl.1ENDED Dori Wood DESIGNED C.L.C./M,J,G, PROJECT NO __ 04 7007
___ DRAWN C.D.0, -----·-····-·---SURVEY No·16-.26--05 · 19s11EU 7 OF 1 2
2000-75(7)
255
250
245
240
• 0 o' z z
LIMITS OF CONSTRUCTION
7'-6"
-- 4" COMPACTED DEPTH Cl~USHED SURFACING. TOP COURSE
- 8" COMPACTED DEPTH CRUSf.JED SURFACING BASE COURSE
NO~TS: PHASE 11 MAINTENANCE ROAD
SECTiON@ 1. Gt.S TO GE RELOCATED
10 0 10 2D l...L.LL.Uc...Lt-LL.L----~----'
HORIZONTAL SCALE IN cTET
2'-0"
ROCK-LINED DITCH
SECTION@
0
SCALE IN FEET
ROCK SPALL / PROTECTION
2
BY WASHINGTOt✓ NATURAL GAS COV,PANY. LOCATION IS APPROXIMATE.
f~A_TCH EXISTING / DITCH INVERT::__/
5
NOTES:
245
240
235 BENCH CUT MAX. 2' H1GH
230
225
1. SLOPE PROTECTION TO GE 1°1..ACFD AT THE GIVE~I GRADE UNTIL IT MATCHES THE EXISTING SURFACE GRADE AND THEN SHOULD CONTl~JUE UP THE SLOPE TO THE ELEVATION OF 239.0.
2. CONSTRUCTION FABRIC, TYPE A EXTENDS FROM B STA 1 + IO TO G STA 1 +94 UNDER THE MAINTENANCE ROAD AND PLATFORM ONLY.
IE = 235.5
2
~ ~-12"
S=15%
_D_E_TA_IL_@
0 5 1 0
SCALE IN FEET
KM.0501 i
I LIMITS 01° CONSTRUCTION
!O L.,
CMP
15'-0"
/- SF'ECIAL BORROW EXCAVATION
PHASE II MAINTENANCE ROAD
SECTION @ 0 10 20
HORIZONTAL SCALE Ir" FEET
C/L
::::::_J 1 2
5
f;XISTING / GROUND ---......._,I
· STRIP I '-0"
0 5 10
SCALE lfl FEET
l,AATCH
EXISTING GRADE~----
---
- EXISTING 48"¢ CMP
GALV
HINGE 3 PLACES---
I
t'a" STAINLESS STEEL BOLT AND NUT W/FLAT WASHEl,S ON BOTH SIDES (TYP 8 PLACES)
~-WELD ON 1/2 "cti U-BOLT WITH 2" OPENING FOR CHAIN _I ------
1.D
1 '-31)
2'-6"
OUTLET BARRIER DETAIL I I
0
SCALE IN FEET
NOTES:
1
1. FIELD MEASURE EXISTING 48" CMP TO DETERMiNE EXACT ID ;\ND SHAPE.
2 DOOR SH1'.LL SWING OUT FROM END OF PIPE. 3. CHAIN AND PADLOCK BY OTHERS.
DATE REVISION
.,,---.-++---< TYP ¼
R.W.BECK ANDAS9.Xl.ATES
BY
@) KING COUNTY DEPARTMEN. 'T OF PUBLIC WOFlKS Paul Tonako, Director
SURFACE WATER MANAGEMENT DIVISION
HIGH WOODLAND REGIONAL POND JUANITA CREEK FLOW CONTROL FACILmEs
rclVIL DETAILS] APPl,OVED Larry R. Gibbons ··- DATE ->ti~J RECOl~MENDED Don Wood DATE ' •
DESIGNED D.V.D. DRi,Wf-1 ~L=D'-"D"-''--~ PROJECT NO. 04]_Q_0} ___ SURVEY 110.16-=25=£15.::-.J.9s~t:ET g· OF 1 '2_
2000-75(9)
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WETLAND LAYOUT TABLE
POINT STATION OFFSET DESCF\IPTION
A 1 + 60 410 LT West edge al Salrnonberry planting.
B 2 +06 44,0 LT East edge of Salmonberry planting.
C 2 + 06 5.0 LT Center line of existing Juanita Creek, South edge ol Red Twig Dogwood planting.
D 2 + 12 8.0 RT West edge ol peat soil placement for sedge planting.
E 2 ., 41 19.0 LT Nonh edge of peat soil placement lor sedge planting.
F 2 + 70 13.0 LT East edge ot peat soi! placament for sedge planting,
G 1 + 86 41.0 RT Soulh edge of Red Twig Dogwood planting.
H 2 ➔· 33 24.0 RT South edge of peat soil placement lor sedge plantihg.
NOTE: Welland design and layout provided by Adolfson Associates, Inc. Sialion and.ollset points are approximate. Aclual layout to be verified in the field by Engineer pnor to construction,
.
+
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-------;,'c·-,-. '"· '"""·' _,-,----,-,-,-, . . . .. . .
'.
'l=XIS"f"1 HG- 'i3f2iDG-i:::. - EEE: s~- 10 r'O,< Hew l-t,',,NDF'AII--S, C!ZOS$ BPAC.I t--1& AH D 17 H-i;s-t:1"C.f2i B f'OLINDA,1lON~
'• ,
Offset coordinates, use baseline for locating.
f-i:':():,IOH C..O'-fi"i201.-- HYDf20SEf.PI NG- 1b & 7"'.".ec:N1Pe.D TO AJ.i.- Ai2EAS Dl.;,,"7.J~BE.D QI' COf...lSTF-UC.,--bN Ai.,.Ohl G- P-,U:!'a-SS JZCJAD ~A E:a-~"1 f 1,0J...J CONi'!"'OL. S~l.lC'.":J li'-E.. /lsH D C, ,-iNE. STA.Tlot-+ Z+ '35, f<~ -ro dVil.Vf-1'\i.ll NG SHJ:::eT 4- fi?f2. ACCESS J<?CA!") i-lMrrc,,
1. For Planting Schedule see Sheet 12.
2. Work to be scheduled to avoid compaction of peat soils and damage to new plant materials by workers or machinery.
3. Refer to Civil Drawing for Limits of Construction.
4. Contractor shall review staking ot construction limits in the field with engineer to determine trees to be savad and removed.
20 0 20
SCALE IN FE ET
FEVISI0N
40
i BY
' ' ..
-- PF-,:)V I Di:c 2. ' 1 X I 2. " -PAGE. ):',y)AJZP SUL! fZE 1b .,,F'l DGESilZ-i t~G£12.s kl 2 - $/B" X =," i:,.'\G ea l,,"15 !=ACH:"' DE-
ADOLFSON ASSOCIATES, INC. ~@;§1 60"1 MAIN STREET ES:~ f-~ EDMONDS, WA 98020 n] ·--::::s (206) 778-4273 · ·
' Golie Hough Associates Landscape Architecture &. Planning
1000 Lenora Street, Suite 516 C Seattle, Vr/ashington 98121 (206) 682-3051 CERTll'ICATE NO. 318
R._WBECK AND ASSOCIATES -
~ KING COUNTY fo~\~~~~'~NTjir?,~01
PUBLIC WORKS
~ SURFACE WATEF, MANAGEMENT DIVISION
HIGH WOODLAND REGIONAL POND JUANITA CREEK FLOW CONTROL FACILITIES
LANDSCAPING /WETLANDS ENHANCEMENT
/\PPf!OVED _ Lar-ry R. Gibbons___ _ CATF ~,t°~f'I _ riECOMMENDED Don W(l_o_d -·-- --- GATE --
DESIGNE0 _JjQ~i<:D/f\::;Ql,._f,'.;,Q:'°1 IJR1W/II _f:-1; l--l..-J;cJ2-pr,O,IECT No._Q:'llCOZ ··-· sun•✓cy No J,;,--1._(,-QE.i,- 1'1. SHEFI 11 OF 12
2000-75 (11) --- ---------
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SCALE IN FEET
PLANT SCHEDULE
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Symbol Quantity Botanical Name/Common Nmie
lb
[22
90
7CO
[[OJ
Salix lasiandra/ Pacffic Willow
Rubus spectabilis/ Salmonbeny
Cornus sLolonifera/ Red Twig Dogwood
Scripus acutus/ Hnrdstem Bullrush
Carex stipata/ Sawbenk Sedge
'I'ypha spp./ Cntlails
Gross Line Swale seed mix
Hytlroseedcd erosion control
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Size/Remarks
:·i fraL conl./6'-7' ht.; Full and well branched.
1 gul. cont./Full and well branched. Plant :ut 3'-0" O.C., trinngular sparing.
1 gal. cont.iF\ili and well brunched. Plant at ,\'.ff' 0.C., lrinngular spacing.
l gid. cont./ Full and well branched.
l gal. cont./Full and wen branched, Pinnt at 18" O.C., triungu1ur spacing.
~ gai cont..!Full and well brunch ed. Plant at 1a· 0.C., triangular spacing-.
30% tall foscue; 40% red Lop hent.gn1s.s;
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ao% red fescue, see Specs. Planting Operation See specinca Uvns
~ ~'here quanlities arc not given in the plant schedule, it is the ContractrJ:r's responsibility to dete-rmine quantiLies to cover.
ABBREVIATIONS & @ CONST. CONT.
EX.IST'G GAL. HT MAX.
and at construction container diameter existing gallon height maximum
MIN. o.c. % TYP. WI C APPROX. LT RT
minJm;;rn on centar perrnnt typical witt cen:er line approxImaIe Jell rig hi
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SCALE IN
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SECTION
10
FEET
20
- OPEN B-URLAP AROUND TRUNK FOLD BACK & UNDER
PLANTING HOLE TO BE 6' LARGER THAN DIA. OF ROOTBALL FOR GROUNDCOVER, 12" U,RGER THAN DIA. OF ROOTBALL FOR SHRUBS
r FINISH Gl-lADE
BACKFILL W/ NATIVE BACKFll_L
COMPACT EXISTING SOIL MOUND TO SUPPORT PLANT WHILE BACKFILLING
EXISTING SOIL
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:WETLAND·•_ SECTION: .Jo
1 · ·- -PfZO"'tlSE.b Pl 'i15+-r Sf'Ai:::e 2.: I HAX, Si.--OPJ:.
_ CRUS~ED ROCK PATH AT CREEK BANK· @11
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SCALE IN FEET
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GROUNDCOVER & SHRUB 1 · Pl~._.A_N_TI_N_G_D_ET_A_IL~"--:-:-TJ\:-::-r \II! 12.
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CRUSHED ROCK PATH 4 11 Di'P11t OF C.c2USHE:b /20G,I::'... 1b Pi<:OV I De A co~-n r--i uou s -fl-/\.,- ffckll.- SUl2fkCf::.,
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0 ' 2 3 ' DATE REViSION BY SCALE IN FEET
·. --~ .. - - ~
ADOLFSON ASSOCIATES, INC. ~~;@i 601 !\11AIN STREET ~ <(Sij EDMONDS, WA 98020 ,;::::::J ·..::::s (206) 778-4273
Golie Hough Associates Landscape Architecture & Planning LA
1000 Lenora Street, Suite 5'16 Seattle, Washington 98121 (206) 682-3051
R.W.BECK AND ASSOCIATES
CERTIFICATE NO. 318
~ KING COUNTY fa~~~~~~,~~~ir~~,}'LIBLIC WORKS
~ SUl~FACE WATER MANAGEMENT DIVISION
HIGH WOODLAND REGIONAL POND JUANITA CREEK FLOW CONTROL FACILITIES
I WETLAND ENHANCEMENT DETAICs] APPROVED Larry R. Gibbons l<ECOMMENDED Don Wood
DESIGNED J+OJ~P'-r:,L.i~DJc-PSO'-f F'FsOJECT clO. 0~7()0 7
2000- ·75 (12)
---- DATE ,YL_llL!J_