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SITE LOCATION Address SW Cawpus Drive between 1st Ave So and 6th Ave So Tenant(if known) Lot# Assessor's Tax# N/A 8501170669 Building Owner Name Address (property owner) City of Fcderal Way 33530 First Way So. City Federal Way I state WA Zip 98003 Phone(206) 661-4135 Nature of Work See Attached APPLICANT Name(F,M,L) City of Federal Way — Public Works/SWM Division Address 33530 First Way So. City Federal Way State WA Zip 98003 Contact Person Day Phone Other Phone Fax Cary Roe 661-4135 -- 661-4129 BUILDING CONTRACTOR;; Company Name R. W. Scott Construction Co. Address 9840 Carr Road City RPnl-on State WA Zip 98055 Contact Person Phone Fax Dana Madsen Contractor's #(card must be presented) Expiration Date Verified 0 Yes No RWSCOC*229MU 4/1/94 ARCHITECT/ Name Brown & Caldwell Address 100 West Harrison City Seattle State WA zip 98119 Contact Person Phone Fax Bob Gatz 281-4000 286-3510 LEGAL DESCRIPTION pr-rverty T.ea1 fler•ri pi-i nn i S attar•heI please Complete Reverse Side CD0492(Rev 4/93) • STRUCTURE I Existing Use I Proposed Use N/A Permit includes: ❑ Building ❑ Plumbing ❑ Mechanical ❑ Other Type of Work: 0 Residential ❑ New Cl Remodel ❑ Number of Units ❑ Deck 0 Commercial ❑ Addition ❑ Garage ❑ Shed 0 Other Enter 1st Floor sq ft 2nd Floor sq ft 3rd Floor_ sq ft Existing Floor Area sq ft Area Basement sq ft Decks sq ft Garage sq ft Proposed Total Area sq ft Water Availability 0 Sewer Availability ❑ On-Site Septic System Availability 0 Project Valuation $ ;: o� Zoning Lot Size Existing BIdgValuation $ LENDER _y Name Address N/A City State Zip 11 ECIIANICAY CONTRACTOR. Contractor Name Address N/A City State Zip Contact Phone Fax License # Expiration Date Verified 0 Yes 0 No PLUMBING CONTRACTOR Contractor Name Address N/A City State Zip Contact Phone Fax License # Expiration Date Verified 0 Yes 0 No ........................................................................................ ... ....................................................... ................................ ................................................. ..... ............................... PLUMBING FIXTURE COUNT N/A Water Closets Sinks Urinals Lawn Sprinklers Bathtubs Dish Washers Drinking Fountains Other Showers Electric Water Heaters Sumps ................................................................. ................................................................. Lavatories Washing Machine Drains Totali'FixtureCount. ...................................................... ................................. .......................................................................................... M. ChANICAI UNIT;COUNT N/A Fuel Type (electric/other) Gas Dryer Air Handling < = 10,000 CFM 15-30 Tons Length of Gas Piping Range Air Handling > = 10,000 CFM 30-50 Tons Furn <100K BTUs Gas Log Unit Heater 50+ Tons Furn >100 BTUs Fans Miscellaneous Fuel Tanks Gas Hwt Hood Boilers Above Ground Cony Burner Duct Work 0-3 Tons Underground ............................................................. .. BBQ's Wood Stoves 3-15 Tons Total Unit Count DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the beet of my knowledge and further that I am authorized by the owner of the above premises to perform the work for which permit application is made.I further agree to save harmless the City of Federal Way as to any claim(including costs,expenses, and attorneys'fees incurred in investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way, but only where such claim apses out of the reliance of the City,including its officers and employees,upon the accuracy of the information supplied to the City as a pert of this application. (, Owner/Agent: 711 Date: ( p( 3 CITY OF • RECEIVED \, 0 1993 v �33530 1ST WAY SOUTH • FEDERAL WAY, WASHINGTON 98003 JUL 3 mitt otoo, Grade and Fill Questionnaire Please fill out the following questionnaire to determine if a grading permit is required. If you have any questions, contact the Building Division at 661-4000. of Federal WayPanther Lake Flood Owner: City Project Name: Control Facility Project Address: SW Carpus Drive between 1st Ave So and 6th Ave So 1. Will the excavation be two (2) feet or more in depth at any point? Yes X No 2. Will the excavation create a cut slope greater than 5 feet in height or steeper than 1-1/2 horizontal feet to 1 vertical foot? Yes g No 3. Will the fill exceed 50 cubic yards? Yes X No 4. Is the fill intended to support structures and is it 3 or more feet in depth? Yes No X 5. Will the fill be 1 foot or more in depth and placed on natural terrain with a slope of 5 horizontal feet to 1 vertical foot? Yes No 6. Will the excavation or fill change the points where the storm water or ground water enters or exits the subject property, or change the quality, quantity, or velocity of storm water or ground water? Yes No 7. Will any trees be removed that are defined as significant trees under the Federal Way Zoning Code or any vegetation be removed that was required to be retained by or through any development permit? Yes IF, No 8. If the subject property is 2 acres or larger and has 20% or more of its area covered with native vegetation, will more than 20% of the native vegetation be removed? Yes No 9. Using the midpoint of each property line, will the average elevation of the subject property be increased more than 2 feet or decreased more than 1 foot? Yes_ No 10. Is the subject property vacant? (The subject property does not contain buildings nor is actively being used.) Yes No X • Signature: (1,-2 Phone: 66(- ( 3S For Staff Use;Only; Permit Required `:Yes N.o Staff Person Date > d, ATTACHMENT 2 111 RECEIVED LEGAL DESCRIPTION J U L 3 0 1993 niTY OP,FEDERAL . BLJtW fFP? PARCEL B : That portion of the NE 1/4 of Section 19 , Township 21 North , Range 4 East , W.M. , in King County, Washington, lying Southeasterly of the Southeasterly line and its Northeasterly and Southwesterly prolongations of Tract B of The Ridge Division No . 5 , according to the plat recorded in Volume 140 of Plats , pages 80-83 in King County , Washington , and lying Northeasterly of the Northeasterly boundary of S . W. Campus Drive , 84 feet 1.7i.de as conveyed to King County under Auditor ' s File No . 8501170665 . EXCEPT therefrom that portion within Campus View Divi- sion 3 , according to the plat recorded in Volume 109 of Plats , pages 11-15 , in King County, Washington. ALSO EXCEPT therefrom that portion within Campus View Division 4 , according to the plat recorded in Volume 117 of Plats , pages 49-52 in King County, Washington . ALSO EXCEPT therefrom that portion described as fol- lows : Beginning at the most southerly corner of Lot 1 of Campus View, according to the plat thereof recorded in Volume 101 of Plats , pages 21-24 , inclusive , records of said County and the northwesterly margin of 1st Way So . , from which the 1/4 corner common to said Sections 19 and 20 bears S . 19-28-02 W. 302 . 19 feet , distant ; thence from said point of beginning along said Northweaterly margin , along a curve concave to the Southeast having a radius of 850 . 00 feet ; thence South- westerly and Southerly 422 . 06 feet along said curve through a central angle of 28-26-59 to a radial line of said curve which bears N . 77-03-25 W . and the beginning of a reverse curve concave to the Northwest having a radius of 30 . 00 feet ; thence leaving said Northwesterly margin Southerly, Southwesterly and Westerly 44 . 67 feet along said curve through a central angle of 85-18-25 ; thence N . 81-45-00 W . 1364 . 00 feet to a point on the Northerly margin of S .W. Campus Drive as desdribed in Deed recorded under Recording No . 8501170665 , records of said County, said point hereinafter referred to as point "A" ; thence' leaving said Northerly margin N. 08- 15-00 E . 485 . 00 feet ; thence S . 84-07-21 E . 313 . 99 feet ; thence N. G0-11-00 E . 520 . 04 feet; thence S . 74- 55-42 E . 431 . 56 feet to the Westerly boundary of said plat ; thence along said Westerly boundary the following two courses ; thence S . 10-30-00 E . 133 . 03 feet to an angle point therein ; thence S . 48-36-26 E . 400 . 00 feet to the point of beginning . • kECEIVED PROJECT DESCRIPTION J U L 3 0 1993 foyOF 1114 _'t, rtr Panther Lake is used as a regional detention facility by the City of Federal Way for a tributary basin of approximately 1,300 acres with estimated impervious area of 350 acres of 27 percent. Because of the lack of storage capacity for the stormwater runoff, overtopping of the earthen dam on the southern portion of the lake occurs. These flood waters flow downstream, causing considerable erosive damage, and eventually contribute to the flooding of the fragile West Hylebos Wetlands, which was recently made a state park. In addition, the flooding degrades recognized fishery and other aquatic habitat downstream of the West Hylebos Wetlands in the Spring Valley area and on down to Commencement Bay. This flood control project proposes to construct an addition 220 acre-feet (ac-ft) of storage capacity to provide containment for a 100-year storm. This project would significantly reduce the runoff contribution from this anther Lake Basin to the West Hylebos Wetlands. A number of stormwater control alternatives were analyzed in the Panther Lake Surface Water Study. Three alternatives were selected for further development based on effectiveness in reducing flooding, feasibility of construction, ability to solve storage volume deficit problems, preliminary costs, environmental impacts, ability to obtain permits, impacts to both surface and subsurface water quality, and recreational impacts. The proposed project would provide 75 ac-ft of storage on the Little League complex, consisting of ballfields and parking areas, located south of the lake. The remaining 145 ac-ft of additional volume would be provided by raising the existing Panther Lake dam eight feet. Figure 1 shows the project's location, components, and response to the 100-year event. The maximum lake stage would produce a discharge rate of 20 cfs, and the outflow from a new ballfield outlet would discharge at approximately 16 cfs. The outlet can be operated in series or in parallel. The dam surrounding the lake would be constructed to overflow to the baseball complex in extreme runoff events. A secondary berm 6 feet in height would be constructed at the south end of the complex to retain water spilled from the lake. From the point of spill, stormwater would flow overland to the south end of the complex. Release from the storage basin would be governed by an outlet control structure which would direct flows into the downstream channel to which the existing lake piping system discharges. All stormwater retained in the lake would continue to discharge through the existing piping system. Panther Lake has historically been recognized as a recharge source for the Redondo-Milton aquifer. With the buildup of Federal Way, silt has formed a rind on the lake bottom, impeding infiltration. This Panther Lake facility will also include infiltration galleries buried in the baseball field to augment ground water recharge. Discharge to the ballfield would not be expected during the months of April through September, which includes the Little League season. This project provides a 100-year level of protection for downstream properties, including the important wetlands and wildlife habitat in the newly created West Hylebos State Park. A 50-year level of protection would be provided against discharge to the ballfield complex. To minimize impacts to the existing ballfield facilities (grass, fences, bleachers, etc.), the maximum duration of inundation on the complex was determined to be 7 days. This results in a storage volume of 66 acre-feet and a maximum discharge of 16 cfs. Maintenance requirements over the long term for this stormwater project include inspection of the lake's new dam after major events and inspection of the ballfields for erosion and other flooding damage. It is possible that the flow of stormwater over the ballfield complex will cause damage in the way of erosion, siltation, and the loss of grass on the fields themselves. However, the City of Olympia has been using Yaeger Field as a stormwater detention basin/ballfield and is flooding the field for similar durations as proposed at Panther Lake but_ at a much greater requency than is being proposed. Their experience has been very positive, with maintenance being much less than expected. Deposition of silts and storm debris on the field has not occurred. Other maintenance could include monitoring of sediments accumulated in the bottom of the lake and general health of wetlands species within the dam pool. Impacts to wetlands could include removal of species during construction and longer and more frequent inundation of wetlands due to the higher dam. • i s\pw\juli eg\cary\panther\pemut.dof APOEIVED JUL 301993 3 A I B I C _I D I E I F I G I H I I I J I K I L M I.- I 0 I P 1 UfAi , -„, _.. - ...„ - -..., , AD 10 SEE NOTE 2 F 12'sTD De��` t�`� I IEft249.62 I UNABLE TO �:' FIND CONNECTOR f'/ l!i I NOTES: SCALE 1"=30' % ._ .^x.. N 11i1z24"' l l ! 1 i - ` _ ..CrY6P6344P , / I I I�/ / 1. COSTING 72"MANH BERAISED _ /r EXI OLE SHALL '• i l r TO GRADE APPROXIMATELY 3' AND A NEW ♦ \ ♦ - • • -. y `/ /I/¢ 81 a3 '4j", l 1// r!/ w[ruwG�z,.. _ FLAT TOP SHALL BE INSTALLED VAN A ♦ i r 1/K �d. ,l 11 r / I L/ l r ♦_ ' ♦ ♦ -'` I r� -' . ice' :rf'r T r5.F4' av; / i 1 !/ -' DOOR OREQUAL SEE DETAIL6A G11 ACCESS `± - \ ...�^ �.!'J�` d.l. /�f I t I !/`r / /! (1/ ) \``♦ PERMANENT ,♦ / 9 • • �_`' GT t 1 //{ �\ !l I 1 r/ l I.! l 1/r i © 2. EXISTING 12" SW SHALL BE REMOVED. • \ i "'♦ J /1/ L i L i/ / EASEMENT LENGTH IS APPROXIMATELY 25'. O •� N 11tOSC2 23, ''`` G f T 1 1•,JS 1 rj"-f tl '" ♦+% `1 1/I " ' /l 'Ir l // I.."'//ir` ♦♦♦♦♦ �t * 3. 6CI.iHIGH GREEN COATED.AIN UNK FENCE SHALL BE RCSNM 4.4.4 �6315'00'3 7 11� j.'"4:r�//.1 ' I' �/ 7: -1 1 '\'' 1 , i /I ! /t / Y is 47 PL r AN APP V • / / / / RAG 10 t 4. EXACT LOCATION OF THE GABION RETAINING i - R=50.0 ® d T 1/} l x 1 } t • // / /l 1/ ! 11((l J) FAG to 71 .. WALL IS TO BE DETERMINED BY THE CONST- R30.0' 9 4..d D 1N •Y / I / ! ( / / !.\ l it Number: Ali V N I �� A�� , R� 1/ i 1 i 1,' /l 1 /l /F 1, l/ I RUCTION MANAGER IN THE FIELD. iJ l I I l lI / ! l 1 I, 1 ,r I k' / I l (r-ts l 1 Approved By: - f ��," 1:y,`P� ( ,1 // r 1, r�1 //1 /1/// ,/i' t } 5. ABANDON EXISTING GROUNDWATER 8 - . r.f> �� \\ p-.1 l i I)Ste. , g MONITORING WELL. 8 r N 111088.03/ :.tll1 ,.11/ 11 �IIll/l/ lr ! i 1A • 1 I �� s E 1626307.86 �. I J ' l I l l 1 ,� l/ l l/I•r I ,'r _ r 6. THE LOCATIONS OF THE CHIMNEY AND TOE L t •� ` LOW T' tl DRAINS SHALL BE DETERMINED BY IHE I `�e '/� ; hf 1 / ( 1 / I Commits. .c CONSTRUCTION MANAGER IN IHE'FIELD. 1 i�� y�< l J.T./ Y`I`./1/l! L i (1 1 %` k\ 11 ' `♦� 7:1 PROVIDE KING COUNTY SURFACE WATER I % / `••._ MAMAGEUENT DIVISION STABILIZED - / lfl'l / F11 I r 1 �- / '' r\ �1 f. J /i L I / t -Y' \ � - ... (4) BOLLARDS`` \ �,�✓, Y y'. ,jy I l I/i I i 1 "r� .t op SiApp val By: • CONSTRUCTION ENTRANCE. 1 1 SEE DETAIL C/G5L c� l P i y`(l/ r; {♦ 8. PROVIDE TRUCK WASH DOWN AREA.\ ) I ` \ o� //t� // } ? // /r ; rt \♦ CONSTRUCTED TO KING COUNTY 7 • 1 1/J {/I r *, v. CONSTRUCTION ENTRANCE STANDARDS.' . r ♦ ♦ • 9. WETLAND LIMITS TO BE MARKED 1N/THE • ,.<r _ `<. \ IL, ,,, L j:}/ 1,,7$ /J/ 1 1 r) • ♦ ♦\ FlELD PRIOR TO CONSTRUCAON AT UNITS .1- `<.n fr,, i 1'I ) ! '1•Yi.7 I I, ♦ `, �` of WALL Plus so'. r" \.. , N 111211.1 �./1�i1 L�. 1}'�,�!).t}) yti't-Jt ♦ \ •�. '•i� • 6 `E7626483.0 i t t 1 J J I\ I - • -' ENTRANCE TO BALL FIELD .r ,•♦ "1' )1 ly1l'�`1y�/7 r ♦ ♦♦,vcila,Np •...\ ♦♦ ...♦♦.♦ f,. r i DED D 6 :'.; PARKING LOT SHALL'F ptAIN p /y ) l • I W / ?`- OPEN AT ALL TIMES ♦ ;,� \ .. \ ♦ \I }) l I.1--t- `\ ♦. �� ♦ '•� \.♦�,✓ / i' W 6 u:;.. d .,Y.a NOTE 7 i LEST PIT T3-16�cY �♦ !"1'f//• ` �,2+ ss ♦ N. %' i J. N a r /i N t.t/l ' �..,` ♦ PANTHER LAKE w ' • { a PIPING FOR FUTURE N ` l l/ \ \ �. • ` / N �t INFILTRATION GALLERY N �. }441 /. i\ ACCESS ROAD . JI CB TYPE I•• i j• r fQ 36" DIP RESTRAINED N 'y,�(h. \• 4j� //r \ `FL=260.6 ``♦�` \ ,,.\ i` `�pQ��r 'I W PoM=26184' ,,\. t +cis>�, '2�'f JOINT 72'LF \\ ; -X / ♦�\ \.♦ `` ♦` 1 ♦,,.. - Q /" Z • f Vsp ::s \.A,t, ♦ \ ` WEnANR eO'� ,, = BALL FIELD PARKING AREA APPROXIMATELOCATION N\ rLa.l / /. ,� \ �;% g r' at, OF SILT FENCE AND N y:y `!1(, r / r \ s ♦♦ .-- �,r i'' j I LIMITS of CONSTRUCTION \ i. l(i 1/-1 \\ ♦, r • f, " p:. /r c' t 'c�:.a \'. \\\ lI'IEI/`L,r 1/11/ '�N '`` 1ws.wo ♦ ``.• i FLAG 3 '�� r - N ''. - ♦ GABION RETAINING WALL.• r I 4 Cl .. r,, WELL MW-5 . _ \\ "1./ I,I, i 1..',I�..zI 1J\7 SEE NOTE 4 CON UC.DON POINT 4 \ : TOP EL=263.16 rr `r \ >4. l 1. ♦ 1 L N d t�� r I 1i ' > 1 . d I / p�. w nt sa) . 7626831.3 Q ^t is G t ;:" s �I /l(! ^FY 1/ 1• s1'♦� I •, TRASH RACK. //- - .s .- R .. ...�<,..... . /•1 i,/,��tr •' SEE DETAIL F/G5 // w a .... 1 ri % 'XVIE=24Z22 1OPLLEM=252.t4 TOE OF EXISTING DAM r_r N��! 5 "/it I/.. .✓ - E 7626743.5 [ I'/ . 4r. - _ i ....1' > O V• 3 >, TRUCK WASH DOWN AREA µ NLL r t; �9'-'`d -.1 1 t..: SEE NOTE 8 • ' SEE NOTE 3 '� I N 111298.0 * - sj WELL MW-S IN THIS AREA r 7-;1 rt r l _ ` • TOP EL=252.37�_.. THE DAM FILL J r r / r------=�-�+� - SHALL BE TYPE N r, ,d --}, p / CB TYPEI I - 1 1 /r r, - / RIM=263.24 SEE NOTE 1 7/ •f i Y r / - \ ,-,•s r' STDMH(CON TROT MANHOLE),' /®{�.• r �� ND:." �I,1N / I RIM=236.T9(( Na fir, CHIMNEY A j-\ I ` I `'a IE=247.14(S OVER ` N 1113853 2 IE.247.04(WATER SURFACE) ` `^ E 1626905.0 2 I •♦ .t ? p TEST PIT 7P-17 ,�" : '' y. . .,, -5350'22"-` WELL MW-I' .R i50.0' `\. BALL FIELDS TE EL=2$62 T=i6Ts- cl FEDERAL Y r SEE NOTE 5 • - s �: "T CITY ENGIF I \ 4 "4j/6/43 - DATE 2 INCH LINE i 1 Elie Brown and Caldwell I AT IS FULL SIZEES -1 ygT B.ci CITY OF FEDERAL WAY 0- -s ✓i.� -�` - Consultants (F NOT 2'-SCALE ACCORDINGLY) t�` Qi .. o Seattle, Washington FlLE 7630G007.DWG <� l g - PANTHER LAKE DAM ��1t •, g � J�� 7��/� DRAWN CAD TEAM 29 f,„,r- DESIGNED PLAN 1 �°" � �AYMNC NUNDER - SUBMITTED: DATE: 3 o MwAax/ L. K. MILLER �ry��c' PANTHER LAKE 1771 ' 7 -. . APPROVED: A �4 v L DATE:7//b/93 CHECKED R. B. GATZ :Ml6•� Q ADDENDUM NO.1 R.G. 7/93 k ` ZONE REV. DESCRIPTION BY DATE APP. FLOOD CONTROL FACILITY APPROVED: DATE: CHECKED W. A. PERSICH I MIRES 11/10/44 I REVISIONS " A I B I C I D I E I F I G I H I I I J 1 K I L M I N I 0 I P A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 I P NOTES: 0 I .,_: _ .. (N FN'�c ...._ ..1 1. EXACT LZ}CATIO% OF THE GABON 1 .:' a; \`\ PANTHER LAKE7: SPILLWAY nip caas �TC cra+MANAGER • -- IN THE FIELD. ' O. -- :::. ... '- I .'�� \ 2. THE LOCATION 5 THE CHlutw I SCALE: t"=30' ,. Ope,' \ AND TOE DRAnrS SHALL BE - \ \�\ MANAGER IN THE FIELD. DElICRIONED BY THE CONSTRUCTION 0 _ . o\)„, i I 9 , i I �.., •EnnND B DETA BOLLARDS(' GS \ oa, D r.'o ,' �4) ! SEE • OLLARDS SHALL. ..._ FLAG ;' / / BE FIELD LOCATED�bT..,....., ' \ (RUMP THE CONSTRUCTION . L. -..._... . / M. AGER . 7: \ _ r -- . E ' .caA _ '.. 1122 8I . I • .. \ 8 . - 4' ----------7 - . 4111111111111111111111.11111- 1441114.11 : awe / • . - MG E/ \ ^ - / . \i' FLAG D _ /U — i ' / / 7 i ._,„ I. / / / p�N j.R. / 10 OR - <! �/ \\tv 112410.5r/ E 271b .3 — Ivciogio �, ,, ;'' .�- ;1111-$:**‘;‘:‘:%**Ift • 9- ' , • �` oih, ,II cn - i`;� NI ,•' *,;/// . // CONSTRUCTION POINT '� •�• — W ACCESS ROAD / // E 111994.1 Z EL:2606 //:% �. / / N 1627015.E• r.. ; =I .✓' / / ION SPILLWAY — 5 U , j/ / SSEEEE NOTE 1 �` mI / / / �,,- / • I -/,• - � ..'/ APPROXIMATE LOCATION i•, — �.. / LIMITS OF CONSTRUCTION ,OF SILT FENCE AND / !'`` ✓ '• � \ ! / / Y. I �.� 4 4 f / / / / 5 r. 0Rp\N j/:, TOE OF EXISTING DAM f lot / GNNE / 3 / • ,` 3 • f•. • • / 2 ........ . ;- ,. G .�OF FEDERAL W Y ?G7H llii d/13 ::: u 1 BC p LINE IS 2 INCHES 1 ^ Brown and Caldwell I AT FULL SIZE T B. (IF NOT$•-SCAIF ACCORDINGLY) `o* Gga2 - CITY OF FEDERAL WAY i., ,• ,"., _ Consultants g �, PANTHER LAKE DAM _o Seattle. WashingtonJ(jFILE 7630G008.DWG ° g SUBMITTED: �DATE:7/sli,�? DRAWN CAD TEAM 2 p \.% PLAN 2 JUL 3 0 1993DRAWING NUMBER - '6 APPROVED: Yµ OA : DESIGNED L. K. MILLER �� © ADDENDUM NO.1 R.G. 7/93 PANTHER LAKE G8 !?kno CHECKED R. B. GAT2 _ !!! 7 a ;A - - - SHEET NUMBER APPROVED: DATE: CHECKED W. A. PERSIGH I EXPIRES 11/IO/9a ZONE REV. DESCRIPTION BY DATE APP. FLOOD CONTROL FACILITY \ REVISIONS - A I B I C I D I E I F I G I H I I I J I K I L M I N I 0 I P ,.: ..• A I B I C I D I E I F _I G I H I I I J I K I L I M I 4 I 0 I P N 110778.62\ N 110775.49 I ! , • : , -,.... : , , _ : , , -.---, , •., , , . E 1626745..B8 \ - , . ... .. ., - ' • • ' 1626772.75 N , ' I: • . . , . . . . .. , ' • 'N 30101.8! ,,,..,, - • , . ..„ • • - X • \ R=100.0' 1 , .., : --:. .„ -' . , , --•- ' \ , , : - ' • ' - ' ; / • 1 0 \T=26.96 ..,. `,:N...' th4k:. i - • ,_ , ,„„ • • • . , . . . . • „ , . . . . . . . • • • • . . . • . , . . , . , , . . . , , ....• , .•,..... 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N ‘./ // ,•,, / , ..,N., , .• , L=54.013.38. • ' ,\ N 110727.25 . , , • , ; , -. : , , • - STDIAH R=225.0' ' „-,. .-- • ' " 0 t -yr 'c;?.....i,'', ''••'f....''k RIM.252.69 T=115. s' ' • rs..7,..." ‘ E 1626930.72 ,./. .,. •:''' ' • IE 24116(NW) , • • • , , , • . / \•.litik NO,.'..,\ ,5.=1300.24* er- • „ . , ••0 ,,,,-, ,e , . 1E-240.99(S) .,:. //// ''..s.*.., 1 : .' 1 % • • • .../ // .....,.. , • • • • •• E 6 • ',.‘") , • • .-..., R-225.o• Eh • • 0 , . , . ,,,ir . //, 'NT=25.65 . - ' MY 4f-i.e.,/ • ' / 'I 4 8 0 13 \ \-- .., ., .9.°' -• \ ),/,, •\ , /I. ' / ////' / ; '' e .• s .. : • .. '..,/'t "•..•\ N 110795.45 i.,,, //,' / / ' _,....//../-?“7---- ' • (4) BOLLARDS.' ''' ! / , . (4) BOLLARDS •,, , /,i" e•F 1./ .,,,,;%r- •// / •40k ' 'L.L.', A OUTLET AND • \E 1627193.17 4-24 . \SEE DETAIL /G5 ,,,. ''.,,, ,•., I CONTROL STRUCTURES , • . - • :-' . . , , • -, re. ,,. SEE SHEET G11 FOR ' /, '. -,' / / -1 ' '// ' /', '' /, ' . , ,PERMANENT .. / /. . s s. •:-"," • SECTION AND DETAILS .„ - EASEMENT i ; N 1110499-61 , . ‘• `, '. -xr--,!\ \ik. EL=258.5 ..-- . ,/,/,•--• / / ///".;/,/7 - / -- / -.1 ///// - . ; • • . . . ' 4 , . •. • ,.„. . . ., • ---- • ,,,,;.' •/:-/. / , , /7// _I . • i,••• ' "*,,:': / ' ' '.// / - ---,-- . / • . .• • • - / . • . , • fr ,' /,/ ,'1' I Er DIP SANITARY SEWER , „„..,, . ' . X /4i,''..: -',"*.s. \ -,. • , \ 9'.o', 'I / /// / ; , ; A,'v•-• , ---' s• -'-' •- --••• f • 7 \ •ti., ,. .. . . ,,. ...„. .. : • ..... . , .,,',', '/ i • . . • „.• . , „, ' . AS‘ -*-'' ''"- T"'".- . // •/ 'l"' '/I -' 65 IS ............rrs,. .....,„,.., „<,-- i /..r74,.!,..,.,.,-./,/ / ." ,' .: i. ,' / ../ ' / ,-•-'-' ; , I. '‘\.. , , SEE NOTE 1 &4 ....; , ,-,.., • , .1,-,- --• .1// ' / / * ---- -- // / e'/ : / i /. .. ''' '''' TT _ ...- .-,e„,/ 4'/1''' / / / , , ' ,, ; •-"," ;--,:,i V..,.. .: ...77.77:7".=-.--- -'- • -„,' / //,/ / / /7,,•.,./ , /-'7.. // SEE NOTE - CB TYPE I _},A',. •. S { •- !Pi . r7-17t-Z -.-7-1•,•:,!il.,/-.// i/,, ,/ /, 2•,' • •-,.,-• /,,,- / '/ /// , .,..,.. ' • ' /// ----ti / / i / / Al-/ I - / RIM.258.68 s 4 s !Pr ' , ._, Z- / • / -...,..7 - ----____./ •::. 1 7 '-("--. :Zi4., t .-; ,' '; 4•:-,',S.e- ,n..... ---„,,,,. ago. ..' ''' ...-- ... 4, . /' J I i / ..-........,'"'" ; ,,, in ant it-, , IIIIIT8B;;Biriltorntrangnigismasi // • 7.,, , „ / ...-------- 1 i ....---- J 1 11 IIIIIIII.N111/1111110r/ ?' 7 . - .„..„,,,, . ., -•• • • , . • . ..-- 1 , , N._110681:40. -• -•••,1„..1..... --, sil. om.,____ .. // 7,, / // e : •----- ....rormarri • I,"'• ' •/, • - .::'-':.• / E 1627048.57 / 's SEE NOTE 6 ''''---..... '. , / / // // //., lE=246.71 - SEE SEC110N 2/611 ",,- • ' • .- ? • •T=40.7' ,, , • -, , i ,' ; ; .' „- , '.,'\‘ A-4816.00. -...... ---- •,... ":-.;„...„. "1,-/ ii /.,/, // ///if • .. roli,EXCAvArloN ,:,,, ,1., ._- , , c . ‘,R=225.0 GABION SPILLWAY _•.2 7 '• , • REOUIREMENTS FOR/ . ., '\ / , = 7 'J / / • . . , . . . . .. , ,, ; , . , ..- ,_. ,, . . , ,., , / : , , \ .,. - : . • - • • -- . - _ •S. • , - S. , S. '. ,--t,;.x.., „,. - .„.„.,,,',, / . ---„,.,,........... - • - -- , - , , ; , , , .. ., , - ,, -. , • __"••' APPROXIMATE LOCATION / • . / OF SILT FENCE AND , .. .,- - • -. • , . / .. '', N", LIMITS OF CONSTRUCTION .,. s '-'-- iss:: ..-- „/ , / 7• 4 -.....--.--,,,., ? t • ..,,y "„,-- .'• -•-•. -R04,2492E1 -U.-- .,„.. ' •. • , i ` e.,,,,4 -•• / ,, -,.. .., _, •.;.... ' i , 4 s :, ) / c,„f ,•.,,:: .:. i ._, ,..„.. - ‘ -- :•• ,,y,. ,,,. . , i ' , ., !. i --,, ; ., ..., NOTES: .- • ••„, „:,. --, •, ,„,,,, -,:,• , / ', . ... . ---• -- , , 1. FUTURE SANITARY SEWER DIP CLASS 50 RESTRAINED / '„4, / .-,. -,...,,, , . . ''s „ -..\•", , , ,,, S. . - _ JOINT WTH BLIND FLANGES ON EACH END. " ' / . ).. N - -,• \ ,; '‘, ,, ', -., '‘. ''• \ .. .• / "444.. ' EXIST 35'STD , • •-•- ...„.-••••••-•' . STRAW BALES / :•• „i.e., n, lE=2.36.13 '•-,.", •-•,: '--,.,,,,,, •, .......,„s\ .,-,.,s „ , " • u 2. EXACT LOCATION OF THE GABION SPILLWAY TO BE SEE DETAIL B/G6 -ii.',..,i-•44 - , .,.,.., • . : ,..,./: , , , , - , „ DETERMINED BY THE CONSTRUCTION MANAGER IN , ,.-::, :,' . . ,. ,... --Z THE FIELD. / ",-•4 i"-:: • '- ,„ .: / • , •3 N 110567.0 'rl / ,• , - -- •' . - - 3. ABANDON EXISTING GROUNDWATER MONITORING Lil E 1627211.0 / Ali . . , .' . . , . Z WELLS, / . 4R;V''I I RIP1 :11D 0 x 20 , • \ -.. *--, • ../,..,.. ----......,.,>„,., , .. - ." . ' , . , / -,,,,e. . '2 / ; TYPE F : , ..- . ., . : • • 4. CONSTRUCT(3) TRENCH CUTOFF DAMS. SPACE - . • . • ' / , • EOUALLY. SEE DETAIL D/G5. / i ''! / , • -, --.. ... i . . 4. . -.. . . s, ,, • , ' - 'c÷' 2 5. THE LOCATION OF THE TOE DRAIN SHALL BE , ',,,-,-,,:: '* --„ ,,„ • , . , 0 DETERMINED BY THE CONSTRUC110N MANAGER • '., - --••••• N. - '."--.-''-- , ' e' , -1 2 IN THE FIELD. " N.---.•';'''..,(..„; '''.- '"---... ,.' /ROCK CHECK DAM '• ..i,.. ,.17***"ni SEE DETAIL D/G6 ' .' ! ; / 4- C .--2:IF FEDERALZ:, • ' •'' ,1/4. „,....,, ----...,...,.., , , • . '• M• :....rrr. -•••--- _....• ,„. ..- '•... 6. PIPE DRAINS UNDER BALL FIELD SPILLWAY SHALL ..,,,,-_, . , • s, ,„ ,, / ' /.; OTY ENO - ; DAYLIGHT Al THE SIDES OF THE SPILLWAY. -/--,:,,,,: ' , ., N • \- • • r- ,,:,•,„., , ss :-,..•;: ,, . ,-. - • - N •• ' , , . . , • . . . DA1E , : : • • -- .--,:' ' -: ! •, 1 R 1 1 Be Brovm and Caldwell i LiNAET tFuS 2 INCHES 1 LL SIZE Orira 04 CITY OF FEDERAL WAY BALL FIELD DAM (IF NOT 2.-SCALE ACCORDINGLY) A'r JUL3 0 1993RAvANG NUMBER , Consultants ri* EgRa Seattle, Washington AtIrDia 76300009.DwG e i PLAN G9 _ , - - RAwN CAD TEAM '' .--,'"',11,i', SHEET,---5-'\-:.-7- -- -8 SUBMITTED: DATE:44/ PANTHER LAKE DESIGNED L. K. MILLER i 7Z."..Z.1,Yi I R.G. 7/93 !"::':'.;'! '''• r A ADDENDUM NO.1 ._, ,,,,., 8 DATEN/of rs•-•1 BY DATE APP. FLOOD CONTROL FACIUTY 2 APPROVED: CHECKED R. B. GATZ ' ZONE REV. DESCRIP110N n mow me>C.LMEIL APPROVED: DATE CHECKED W. A. PERSICH I EXPIRES 11/10794 I REVISIONS A I B 1 C I D I E I F I G I H I I I J I K I L M I r4 1 0 I P A I B I C I D I E I F I G I H I I I J I K I L I I N I 0 I NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 60" D'.AYETER MAN,- 0 260 90' FOR DIFFERENT DIAMETER MANHO_ ADJUST DIIt?1SIONS TC 6" OF RIP RAP, TYPE E EL 258.5 I I CONTROL STRUCTURE 3 SPACINGN VERTICAL BAR ANGLE ON VERTCAL BARS VC 4' ON CFI. MAXIMUMDSPAEE BARS .kL OMIER S4 BAND. K 4' AROUND GRATE ` SEE DETAIL A/G11 _ 3'1 IE=257.0 '- / 3:1 HOR ZONTAL RINGS PACED�4�4On MNTER 10 TT-tESTRUCT. 6'0 IE=256.0 - w — 255 OUTLET.STRUCTURE 2. ALL METAL SHALL BE GALVANIC AT EXIST GRADE __._ .....__._ _. _.-..._ - _... .. __ _.. SEE DETAIL B/G11 _ • //!I _--- • - _ 0 IE153,0- -_- ___- --__ _---- --. '- -- --- --- - -- ON DR CLEARANCE NOTE 1 3 DAM MAY BE RECONDITIONED AND EXCt.VA'? OF THE E 12' MIN NCE SUITABLE MAlER1Al FROM THE C`• . v-- SEE GENERAL 0 �-- *% �� y WING G1 �._L+SED AS FOUNDATION i 9 250 / OVER EXCAVATION, 5'-8' (VARIES) 48" MANHOLE _.... . ... UNDERLYING MATERIAL OF THE - .. - _.- TYPE B 4. TYPE E BEDDING REQUIRED UNDER TAE DAM. SEE DETAIL A,', �'" �' BALL FIELD. SEE NOTE 3. s I --- 5. SEE DAM DSCHEDULE7THE REMAINDER OF PIPING CALLED FOR IS I. 36 LF 12' STD 5=0.030 �30 LF 12" STD S=0.030 j _- - ---—_ IN THE INLTRAON GAL3tY 245 �---�_ SEE NOTE 4 _____IE=248.18 IE=247.10 IE-246.77 --____ Bi F_s'D END 5c:.T10N — (31 TRENCH CUTOFF DAMS CANAL GATE 12' OPNG IE=246.85 --------- 12 TYPICAL SEE DETAIL D/GS 65 LF 12"STD 5=0.030 8 240 OUTLET AND CONTROL STRUCTURES IE=242.87 E=240.92 / BALL FIELD DAM SECTION illiklzir I 10SCALE: 1"= '5 I EL 260.6 260 7 8 1.., .-7 72" RCP 2#7 T88 #4012 DOWELS EF AO. MANHOLE /�- _ , 'TYPICAL TYPE B �_.L 255 '. --\_ it.�` 12'x12' OPENING I �, _/// ` \r STANDARD CLEANOL %A FOR SLUICE GATE - E.—- (3 TRENCH CUTOFF DAMS / \_- t2' PIPE �I I ill HI U _ _ lir"/ 12� TYPICAL SEE DETAIL D/G5 �___ ` DETAIL C/G15- 6 1 4 7 I,1\II( � 2'-6'x 4'-0" zso `o 1110' - 2'-6 T4PE J-6AL e r 36' TEE N1TH (1) 1 REDUCER l I \ `o / I WT ACCESS DOOR BUND FLANGE ext. EXPANSION SHIELD AC- ' WOO' #5012 EF EW ,, -�, /LOCK G HASP 245 t. L\... ICRC FOR g4 DOWELS g z 4. 72 IF 36' DIP S=0.0015 : II Ir BOTTOM PLAN TOP PLAN J 240 5 EQU4ALLY SPACETH D BARS INFILTRATION GALLERY PIPING s' BUND FLANGE FOR REINFORCING 4" 0.C. MAXIMUM 2' CLEAR SEE TOP PLAN PANTHER LAKE DAM YP - TYPICAL 3/4"x 4" WIDE ``11/,• 15 TNO LONG SMOOTH BARS SEE NOTE 1 walk Lt. g�p.7 i+ CONCRETE WELDED TO UPPER .1 �� SECTION 6"�� 111 SLAB AND LOWER BANDS rI I 'LF r SCALE: 1-=5' 4 • #5 CIRCULARIR SEE)NOTE ALLY SPACED `� �,,'„`�1 PROVIDE MAINTENANCE ACCESS BY WELDING (4) HOOK CLAMPS CROSS BARS TO(4) VERTICAL BARS AS SHOWN. ACCESS ROAD ■p� Ip5012 EW HINGE UPPER ENDS WITH FLANGES/BOLTS AND 260 .. HY I ACCESS ROAD S �II (4) PLACES PROVIDE LOCKING MECHANISM VATH PADLOCK ON y5012 EF EW EQUALLY SPACED PLAN LOWER ENO. LOCATE STEPS DIRECTLY BELOW, h EL 258.5 TYPE M MATL?AL 1/4" FILLET WELDS REQUIRED BOTH SIDES. V 3.1 3•.1 SEE DE7.AL_ A/G10 CANAL GATE 11111 24' 255 DSUPPORTUPPER STEEL BANDBY OTHERS 3/4'x 4' MADE SEE 45• / ' / NOTE 1 ---- 3 3 WE STEEL DE AND /�//�'�■.� 4 I��Gi� 7012 EF IL��II !- FORMED TO FIT W •:Mill HOOK CLAMP 250 a `./ 10' MAX ' •12" PIPE RGROOVE ISER OF MH STD GALV ANCHORED TO z c ,, , SEE DWG G10 FOR ~MH STEP AN RISER' �• APPLICATION REQUIREMENTS 48' MANHOLE � FILLET TYPE B 245 SEE NOTE 3 W/GROUT a SECTION HOOK CLAMP 10' MIN #5012 EW T&H SECTION OUTLET STRUCTURE 2 KING COUNTY SURFACE WATER MANAGEMENT , , „i I CONTROL STRUCTURE STANDARD GRATE BALL FIELD DAM DETAIL e DETAIL e SECTIONIth ler .� �. 1gg3 GITx - SCALE: 3/8"-1'-D SCALE: 3/8"=1'-0" p G�TY�ENG, y..t Bi3S4 - - DATE n.� .�"3,..,..._,�t,,.. DAZE ', 1 Be Brown and Caldwell I LINAT IFULLISIZ ES I Oa E.0 Consultants I`NOT 2 S°^�A�°R°"a" �,.D'`�c>a2 - CITY OF FEDERAL WAY o E� Seattle, Woshington FILE 7630G011.DWG PANTHER LAKE AND BALL FIELD c - Ate_ 1�,p,., RAIN CAD TEAM 2 .�. _ CONTROL STRUCTURES OF n SUBMITTED: x 1 2Z j DATE:716 U ESIGNED L. K. MILLER •C;. - ..-) Q ADDENDUM NO.1 R.G. 7/93 r APPROVED: .!lam CHECKED R. B. GATZ ( t- .....0, v PANTHER LAKE SECTIONS AND DETAILS - APPROVED: DATE: CHECKED W. A. PERSICH I EXPIRES H/10/94 ZONE REV. DESCRIPTION BY DATE APP. FLOOD CONTROL FACILITY REVISIONS • A I B I C I D I E I F I G I H I I 1 J F K 1 L • M 1 N I 0 I A I B I C I D 1 E I F I G I H I I I J 1 I L 1 M 1 N I 0 I P • ' • ; i . i NOTES: • , / ..,-. ,, ' -- ,.., / • •\ , . .. . / • . - , 1. PROVIDE KING COUNTY SURFACE WATER 10 \ • ' •-•'' ' ...„.- • . ..., .„ -'• ' ' ' ' ' ,. -:-.• _ •,-- -. -: .' , ,__ ., 2.STD IE.249.62 , . / • • • .. •\ . MANAGEMENT DIVISION STABILIZED CONSTRUCTION ENTRANCE. i 1' •' \ , / : • I . UNABLE TO • • , • •. ••• , ' , FIND CONNECTOR N 111226.2 /A-- \ / , 2. PROVIDE TRUCK WASH DOWN AREA. , , , . . „„ , , / •, ' CONSTRUCTED TO KING COUNTY • SCALE: 1*=30' • • s , , , , •• . • • ." ____-----\.,- : E 1626344.2 ,, / • •.•.•.CONSTRUCTION ENTRANCE STANDARDS - ,.. ••.,. ..;'•• • ' •••••••--2.,,,,. ''...,. /L1=81'37'47" i ' . - ---••-• :-I • I - R=60.0' \ *.i,:eil°•'(''''', . '• 3. WETLAND LIMITS TO BE MARKED IN THE „•;••••'. :•''''''''i"41;0 1E445.1l7 E.G5 -`.T=51 82' ' mu)PRIOR TO CONSTRUCTION AT LIMITS I \ • , \ ' Mk ,,.:, , - OF WALL PLUS 50'AND AT THE INTAKE . --.......-:'•':‘,-, , I \, • \ , ,. \ \ : STRUCTURE \ '• 1137 , ••••,, -....•'. 9 \ \ 1 g 555555 55555 ,...',,,„ \ ' ELEV 247.2• ... ; 4. RESTORE THE BALL FIELD PARKING LOT BY \ • ' ,, \ ' /‘ • PLACING 6' THICK TYPE J MATERIAL OVER THE , • : ! •„ „ • \ . .. • N 11 I05,22-'-• " - --• ------ ' '•• ' -.7------ ' • :•••7••••'".' •••' ''..--'• \ :,-. - TRENCH AREAS AND 2 THICK OVER THE '--........-- ' .5.. , - -.....--. --- .. \ Ailk \ /// ! , , 0U22NDlooSTREARUBEDDiwoRKAREASsp. INEaSncTALLEDATioNP.ER SECTION 1 4' DITCH VATH 2.i"1.SIDE SLOPE •. ',..-----• , . •-...„_, ••• .- •"_ /1=6315 00 . „,.11, Is. • ••• ,•••• --„,„...•• ,.':••••••,"",]:•,,:'•••, • . , I _ ,..s, • --.• \ „, lay"r,,c io /, . LENGTH-EXTEND arf) ELEV 247.2 '„, 1 R=50.0. \ .,,,4.1, '. , T=30.79. ,• .-... ... . \ ir os s, -0 ..,. ,. ., .,.,.‘i.i., , ....,..„ \ , , , ... ....... ... , .• ........,.,:, ..z.*40141://•</\ •'• w 1113"•23 '' i '. . .5 , 1. " I V1626483.0/%0, rijorleA. , E 1626473.53 • , ' , 8 8 . . • - E 1626307.86 ...------.....-- ,„, ,. •• ••,,,'•::' ' ,: INTAKE STRUCTURt . . ,, .......-- \ /,.. 4t• N,I7/ "NM SEE DETAIL A/G16 '., : ,, ' •/'' ...-!-.;-•-•••."---.'''• (4)BOLLARDS". • \ . Ida ''• •:' ....-'" '''- - •- "• -' SEE DETAIL C ...-- • ...„...e•;-,..4,/ „;--_,--; •I-,, /G5,_---- t''WV• N'' ," / \ , ., , , , •f• :•••••'. ••'•'''\'''' \\ <C's %-. .ke \ .i.4..„ .‘,.,", .-;•, ., . s•• . \ . ..>e5Z.:...- .----.--...-' . 6' vi•rE \ .----- - S.° N 111168.66 , '. 1 - CLEANOUT V.,.........- er\GS' E 1626384.03 '..:,..., ‘ I \ A „, ,," . .• •- „.,...!:`,''''''..--...•'':,,•••••" i''' ,5,,, •' '‘‘'•••- '' 7. ",,• • .'•: k \ I ,,, \ ,„_ - . ' 48' MANHOLE .1• - • '.".:•:, &/ \V \- . • ...= .. •••,••- ,-•-•,•-• .. •::.•d , . . • , , .- ,, TYPE B WATERTIGHT 0 ck 0 ,,,'„.„•,,,, \,.. , 'n :j"•,,,..1, I -•'".• ,,-" •••' „-•.-••,.'",;,...-• .:::: -5,, . ...,‹ . ' • . ‘11°1: . \ SEE„DETAIL A/G15 ,,,, - ,.\,.„. ,.: rr,..5A0,5 ' , -,, '• , ...,, *'. /117 //\,„ , ‘, . 00 .. •„,."\‘\\ •::, ,,, , ...„, ,„„ • • REDUCER O. ' 1E...243 8' S 0. •. , •, . •:..; ' . ‘Vr ••... MP) ;5-, IE=241 8" E ' .25% io kirite.1,, ,_., , \ • „ ' I .r. - -, ---, . -,.,- . • • . . 7 ------ ,... •- '.-- CLEANOI : _,...6 I% ''G,\ i. , -.2-.4-- ---.,,.,/ \ • . • \ , _, '0 0 \ • ••", • ' ''''.,, ,'-"P• DRAWINGS••G7 AND G11 , , \ ' , .\ . ...._ • „ • ,_,.: , • - , s , I, , ,-. • . .-, FOR THIS SECTION OF PIPE\ \ l • \ / 00 Aa 1 4...., , , s. •0- -,, A.t .:-.....-,. ..::.:. , .„,. o , -UP , • . , , \ ,-• ....- . . •- ., 4....h: METER MANHOLE 5. ',410 • ,A....,..., ,.•_.%, ..,, . ..N. . , _,., \\ ., : „:,„, . . SEE DETAIL B/G15 ' \ 414, ,`.. .' ', , . . , . , •• • •• ' / - - ' '\‘`' ; v. ..- ' .." ,''' / .... ,,„::, - „ ,/, ' ••• -- -N. ' • - - \ • ;-• , - • , -'• • , ,,, '•' ••••.. ••-•.• •:.„ ''•••":•• '.. • ' • \ - 1E0 / ••:, •-.., \ ‘‘ ..• ,:, 8" GATE VALVE 1 \ ENTRANCE TO BALL FIELD , , W/VALVE BOX AND N 111156.62 fi • "X' s ' ' N\''•• `'t•i'''"° . CGB 'N. ' •• ..„„•••',.. , PARKING LOT SHALL REMAIN A. PRCTIVE PAD ' ` , ..,, ', ,,'„ ---,,•.: , \ . . " 1.•' f.I'r,, E 1626495.58 ', . . ''-• '''• ' N 110,83228 ! ,-„ OPEN AT ALL SINES : AND sALVE MARKER ,, , , • -- , .. \\., •••••,•'s••, \\'''5, • '. ,25'BEND • ' ' *--- . \-- '"5"/ i ' 1 tt 6 6 d.1425;320.68 d •••••'' SEE NOTE 1-1 . . • ,., • „ -s\ :.\\,:. `,„, ",..- . \ , \ , / = \ ..4.SISNDARD ! -,a,.. 8. WYE N \ .::.: .- . v•:•,,i, \ s'....., •• , • , /,. \ &MI&C/G18, , f .. „ • CLEANOUT TEST PIT TP-15 1:: • -.,..,,„.„. \ \... \ \\ PANTHER LAKE ' , • .., . , v...„ • , , ., , ,, ',..-`&-, , •,-- s• • • • / ,„ .8. GATE VALVE Ns. ,... , - •,,'••,\,,,, • '-• 1 ,/ .'„ w / i : N 111165.64 '4 •. ' On W/VALVE'BOX AND N v ''''''' \1/4 '','-' •"--.''-''' ; ACCESS ROAD \ '''''\ \,, / -3, z• - , , E 1626522.45 ". .• . ,' , -• NSL' -- L.'- , Iz CB TYPE I -,`, s. •', i AND VALVE MARKER AM. \ -%-.,,--4.-s-:::, ,' •,,,, - -..... \ . -s. •-, ....,...., • ,- o ,RIM...263.94 1.,, \ ,. \ ! ; `4,., . %f! , ‘ . . ,.,.,-.... ' ...' # , /• I 7...1 • • METERAMANHOLE W •-, \ --, ... /• .•••• 0 7/ , : • : , ' , i''., \ .,\•-•'• • 4:0 7 / _- I Et.5- , • SEE D.ETN4- B/G15 '' .''.',.• ''‘ 's, ,': \ 'i i i i•.,,,, / \ " • •••":„.z::...,\ \ ',„,,'-\7114 7 ',„..,.„, `,. / -- •431/ •••• I-, . ',46'7: \ N , • • li./ ./ < N -- -- . ...' •c\,/ I m.' .• , BALL FIELD PARKING AREA , i APPROXIMATE LOCATION 4. ,040 1 \ A s •• , ''• / ,./ 4,,,, ..-. I - ... SEE NOTE 4 .:::„., 1 OF SILT FENCE AND /Q0 ,s, •••. , '\ 'N. . N.k,„, \ ,. " \ / . / / A \ ': \ -', : . , . '• 1 LIMITS OF CONSTRUCTION 4,*.:, \ , , X.. \ ', ••••- . N. *. \ , -, \ , • .--. ' •.,s• \, •• \ • •, • , • , , \ , • ,;.,: '00 •• • . \ N',„ ••• \ -, ••' , _ .., - . ' 7,. \ li,Z•Oi. \ "•::.4\ •• , / /, . '' 's ....,, ' :,••."wt-Ti..o 7 ,.. FLAG 3/ / * '•:‘•., \ ..•,\ ', \ >4 • .. ' ''T.7, ,,'• PILOT TEST FACILITY••.•••• ,'•••- " LOCATED IN TH1$ AREA/ •, IN TRENCH --• SEE DETAIL F/G15 •-\" ,-• \ ., AO. W%••\ ,, . / GABON RETAINING-WALL----- i - .-'s,.. ... , ' i -'-...:.. .• \ , / • , , 4 -;,-, ..,,,,z--r•„,\ --., :: ... N , . j , .--- ; ,,‘ ., . : , , • 44#440 i TOP EL-253.16 Ar : , , . ; clIP.- - . \GT' N 111218.00 \ , 4i,, ,• , ••53 •:•,,,, ''. ': t.:', •'•,, '',' i ; .'. ' I ..15 't‘ . ., AbArk ("'"e°1"9")/-„,.,••TRASH RACK-...„,,,„.--•'zz _...._•••.;•"':-....----- -71 C. , • , •. 0 • '-., ., oP° .,„TYPE'S-FATERTIGFir---•.....••••----,,.......-Nr:.......„.. .-- SEE DETAIL-A/G15 \It.:*FLAc is ,DETAIL F/G5 •"*--- ' N 111036.07 TOE OF ' ` W /IE=247:22 / ••••:,• -_•.,--- ___--- •:: •••' ', ' • ," / E 1626643.95 lE=243 4" W Ink- --,,, lE=243 4' S EXISTING bi-if „.• ,,' ...,....._.__ ....-.‹.• . .. _ __ _-;,..... t •.:‘,... ,.. , -.. ‘ ••,;., „„. .• 48* MANHOLE TYPE B WA,TERT1GHT 0......, ..414-. •FLA5 5, „4 .'•'•*.. ..„. „Az.„ •s: :.' S.\ ', •, , , ,• -,, • , . . „. • SEE DETAIL A/G15 , rk N 111298.0 ,5'- ', '..::::',, '`'*,‘... ti,-: ..... .,„....4-„_-__. E 1626743.5 3 '''. v• s- -- -• *-''.f, TRUCK WASH DOWN AREA .WELL MW-3 • k:.: TOPWELIEHL:2-4-5.2114',., FENCE NW ' 3 IN TICS AREA -.:,. \ \ .,, -. •, --Z------- ,' THE DAM FILL 4111414/1 - .--, , ..,,Q.. ........ ...,,--•'- SHALL BE TYPE 54 ' . .....". - CB 7/PE I j',, •';',, \ •• ' ' :.',, S ,',.PIEZON PER (TYP) ;,,/ ':',.::,. RIM 263.24 •••-..'1 s- , ''. . ,0030 ...-- . NEAR TRENCH.• Q -,,N 711385.3------ ...N."`'.., STOW(CONTROL MANHCLE); : SEE DETAIL E/G-T5 4> ,1. PIEZOMETER (TYP) 111111". d!1/111.15,:.\• CH. %INV.°'14t) ' -:-='*---• I ,', -,• ', : ', • RIM•256.10 IN-TRENCH . OvERFLO51) .- . ''-',' AS/'<9 ,-•'• SEE DETAIL FATS I:g:;7:gie - ,„ , -\ . .. 1E.247.04(WA•IER SURFACE) -'''' '•.„ E tempos.° \., I 2 2 -, - -- s • ,., . . , TEST PIT TP-17 *r / •:.:-;,, 6--sysi'ir ( *ELL MW-11 • /- R4.1.50.0. %.,..,.:;'''0":„\\s‘..•,, •", N 110T78.62 .• • BALL FIELDS / TOF EL-2S5.62 - ,.- - FEDERAL w • ,E 1626745.98 .„ . ..--____=___-• /1 t _ 6' STANDARD.' ' / ' '"•-•,-:• ,. , „. ,: -.. . „, ,, ,,,, -•••,,,.., CLEANOUT i 1 , ,,, CITY ENO .--- - i , SEE DETAIL C/GI 5 , i JUI 3 0 1993 ___5/v,i__. , 1 DATE I.71CVR.c---"r.'''''',., o rlMla: ,'4,. L:: Be Brown and Caldwell 1 LINE CH 'Ns:Es -, otir.B.04 CITY OF FEDERAL WAY Seattle, Washington 6,1 or NOT r-sCLE ACCORDINGLY) ,e40 4,,,,,,,t, tE, Consultants -4-• PANTHER LAKE DAM 11110rjal 1, - FILE 7630G014.DWG S T 'i DRAWING N-55SER .,;',_• - CAD TEAM -? . INFILTRATION GALLERY PIPING SUBMITTED:tz-t:-.00-44•-tc41CIATE:V ?5DRAWN , .Z75.99, ,1 , - GI 4 - APPROVED:itA4e .V1. ,-1' rj DATE:V/77 711 DESIGNED L. K. MILLER ' ,.•,• : CHECKED R. B. GATZ "- l' ' ;: ,& ADDENDUM NO.1 R.G. 7/93 PANTHER LAKE sT M-11.2ER ZONE REV. DESCRIPTION BY DATE APP. FLOOD CONTROL FACILITY APPROVED: DATE: CHECKED W. A. PERSICH I MIRES 11/10/94 I REVISIONS A I B 1 C I D I E 1 F I G I H I I I J I K 1 L M f N 1 0 I P A I B I C I D I E I F I G I H I I J I I L I M I N I 0 I P KEY NOTES: 10 01 IF MANHOLE IS INSTALLED ON UNIMPROVED PROVIDE 12" MINIMUM TYPE D GRAVEL BEDDING GROUND. SET MANHOLE TOP 6' ABOVE EXTENDING A MINIMUM OF 12" OUTSIDE MANHOLE TYPE 8 GRADE. FRAME AND COVER SHALL BE A THE BASE. COMPACT TO 90%(MEETING SEE DETAIL B/G4 BLIND WATERTGHT KING COUNTY STANDARD DRAWING APWA 9.03.12(3). \ NUMBER 49 AND SHALL BE MARKED -WATER'. \ FLANGE OLYMPIC FOUNDRY OLYMPIC FOUNDRY 0 MANHOLE STEPS SHALL BE INSTALLED LOCKING CLEANOUT THREADED T LOCKING CLEANOUT / C 0CLEANOU CLEANOUT — LOWEST RUNG NOT MORE THAN 16' ABOVE UNDER THE MANHOLE COVER. THE FIRST -- M1025 OR EOUAL M1025 OR EQUAL - THE FLOOR. STEP 18" BELOW RIM, OTHERS 12" OC. W/LETTERS C.O. ON PLUG W/LETTERS C.O. ON PLUG SEE SPECIFICATION 15056. 1--/� THE COVER PLATE THE COVER PLATE-N\ O3 JOINTS SHALL BE 0-RING OR APPROVED EQUAL AND GROUT ALL SEAMS INSIDE O THE MANHOLE BASE SHALL BE DESIGNED FOR A THREADED CAP Off '' 9 MANHOLE 25' DEEP SUBMERGED CONDITION. A REVIEW ,ff� SUBMITTAL IS REQUIRED. ( j_H I.— R 6' MIN-�-r \ 4' MIN (TYP) U 4' MIN 4' IGP id CONCRETE PAD d CONCRETE PAD 1/8 BEND 1/8 BEND -- woo � CLASS E CONC CLASS E CONC ENCASEMENT - ►' N FLOW METER �- 'ay 4P ENCASE LOWER• Y.j' COVER SLAB FLEXIBLE SEE NOTE //I'. 0.8 �_---_ vCONNECTORS I 8' 1u 1/8 BEND ' WYE STD PLUG t •-\ / J L, i� �� 1 .�—I� h -- 1/2' DIA SS \ti".�-�.? - t� _•�-: ''✓ 8' TYP8DRAIN `:`l�'l L�II� -'Vt - - 11� �'1� EPDXY AB, 4-1/4" N ^ - 4. (�) ( ) Ti ziiia\\<�.\�`\�.<�\�e _MIN EMBEDMENT ' -- - -.. T 11 _ -- - -- - UNDISTURBED SOIL L4' MIN - _ nl 2 - 3 (TYP) ^ 4'x8' ECCENTRIC NOTE RIGID GIDTT O P SIT CONNECTION REQUIRED FOR PIPE. UNDISTURBED SOIL REDUCER (TYP) 7 -- 1'-4'x3"x3/8' SS STRAP REQUIRED AT EQUAL SPACES AROUND MH PERIMETER METER MANHOLE STANDARD CLEANOUT WYE CLEANOUT _ INSTALL STRAPS ON INSIDE OR OUTSIDE FACE PRE-CAST OF EACH MANHOLEOVER JOINT WHERE DISTANCE HA DETAIL® DETAIL® Ark DETAIL — MN JOINT(Ti'?) �� BETWEEN COVER SLAB AND JOINT IS LESS THAN 11 FEET, 6 REQUIRED FOR 48'IAN NO SCALE NO SCALE NO SCALE 6 f CONCRETE REDUCINGSLAB i. , , t V,„.. 2'-O" / FLUSH MOUNT 5 © f AS NOTED ON UNIVERSAL WELL COVER 8'x12'SHIRT t/- PLAN AND PROFILE SHEETS ..` ENVIROTECH OR EQUAL. _ `v. ail --- TYPE J MATERIAL TYPE J MATERIAL F i'.- ,/ EXIST GRADE EL=252t TYP o © HYDRATED '' % n EXIST GRADE w 1 JOINT TE ASSEMBLY BENTONITE ! EL=252t TYP ( ) TYPICAL AT ALL JOINTS ( ) v, \, �l SEE DETAIL ABOVE CHIPS :•'t �I - - I - 1 I J ��t�f. CC-ASS E. ON-SITE SOIL BACKFILL �� ixt. ''�' ON-SITE SOIL BACKFILL ' `� Wig 4 rt w ff1; 8' IGP cI95STANDARDPROCTOR 95%STANDARD PROCTOR I��jEV4 /� 1 TH SCH 80 READED /EAL 1 : n 4 h in UNLESS OTHERWISE '� 1;;: :2 11 PVC PIPE• U 0 D 0 O 0 0 O �y SHOWN I 4?31::::'::: 1 •.Ul;'•�d�l ¢ IE=243.0 J '^ Cs':::::]i 4�frir,„.4 r rtiNF I y 0 0 0 0 0 0 0 a CLEAN 1.5" ROUNDED 4-1�'s : PEA GRAVEL .-�1.�••Ir.:; _ �/ LNi MATERIAL DRAIN ROCK TYPE P 11.41-" TYPE 0 ��?��I /// F�/ 4' IGP 10-20 < C A-LOK GASKET J 7+ COLORADO 2" SCH 80 3" TO 8' IGP - 4' IGP OR EQUAL(TYP) / FILTER SAND—\ 7.:,...,, h _ Vial SCREEN HORIZ CENTERED K e HORIZ CENTERED 312 �, .C20 SLOT WITH IN TRENCH (A=B) IN TRENCH (MB) * .5 lx �Idl ,; BOTTOM CAP. EL=243 (TYP) �� - EL=243(TYP) N �• f� 8" DIP cv T 8' MIN 6". 12" 3• , 8' DIP �. — `!�� TYPICAL 3 LOCATIONS, 6 WELLS TYPICAL 6 LOCATIONS, 6 WELLS I"' }o■ 3' 0 0 NOTE; ...APPLICABLE TO BOTH NEAR AND IN-TRENCH PIEZOMETER 2 2 MANHOLE TYPE B WATERTIGHT NEAR TRENCH PIEZOMETER IN—TRENCH PIEZOMETER TRENCH SECTION TRENCH SECTION CI 9 FEDERAL WA`{ — DETAIL• DETAIL© DETAIL 9 DETAIL d DETAIL© /Q�'��_ NO SCALE NO SCALE� NO SCALE® NO SCALE '`.�O '`!` .�" CITY ( 43 ^t 1'I�i'f�1 Al DATE I n UNE IS 2 INCHES J U L 3 0 13 3 BC Brown and Caldwell I I T a 1 AT FULL SIZE (IF NOT 2'-SCALE ACCORDNJCLY) of R4rs � CITY OF FEDERAL WAY -�. -•+ - Consultants .CR4 2 y¢ 6 Seattle, Washington �� { FILE 76300015.DWG n t,-.x DRAWING NUMBER�„� - `7 DRAWN CAD TEAM 7N- �1 o SUBMITTED: f DATE7/411 27689 .: INFILTRATION GALLERY G15 .�1 � NANAtxa 71 DESIGNED L. K. MILLER ' ,-,, ; -- PANTHER LAKE DETAILS APPROVED: / 4 DATE: / .1 .�� 0 ADDENDUM NO.1 R.G. 7/93 SHEET NUMBER �,,,,,,� yi CHECKED R. B. GATZ 1' �/ • ZONE REV.; DESCRIPTION BY DATE APP. FLOOD CONTROL FACILITY • APPROVED, DATE: CHECKED W. A. PERSICH I EXPIRES 11/10/W I REVISIONS A I B I C I D I E I F I G I H I I I J 1 K 1 L M I N I 0 I P A I B I C I D I E I F I G I H I I ( J I I L I M I N I 0 I P 10 I 6'x 3'x 3' / 1 . 6. 3'x 3' GABIONS (TYP) GABIONS (TYP) a /'-- 4' CONCRETE 42" CONCRETE — CLASS E :r.. 7: CLASS E _ 250 250 .......L-1 ".• - 5:7 g1,1-11 it= gittin......-Ar ir *4.,...t.s... " ..H..2.1,-.A. ,•,s. 9 ..: --8 . 245 $EL 245 0 MI (28)ex 3.x 1' 245 - •x-i CABIONS (TYP) I — — 240 240 8 PANTHER LAKE DAM PANTHER LAKE DAM _ Iii Aik SECTION yr SECTION lap, — SCALE: 1...5' SCALE 1'• 5• 7 7 — SEE DETAIL B/G11 — \ 3'10" F ' H (25) EOUALLY SPACED 3/40 6 SMOOTH BARS. WELD THE(25) 6/ ul VERT BARS TO STANDARD45' GRATE. SEE DETAIL B/G11 .\ / - I/4) _ f> ,‘ kk _ (12) 72"0 EQUALLY SPACED _ 3/4.0 SMOOTH BARS WELDED TO THE (25) VERT BARS . •co 1 In kik; 5 (5) 4"xex1/2"x1/2. WIDE • ANGLES SPACED EQUALLY .- WELDED TO VERT 3/4..0 BARS , k • WITH (5) 3/4"x10" STAINLESS 11.1Nrii. STEEL ANOrtOR BOLTS AND NUTS —\\ .......k — moitimmimmoh. = 1 10• "1 EL=247.2 — .1• ! '1/44.1 4 #50I 2 4----..,./ • - - - #50.12 1_ 36" DIP \...,% — 15012 EW TAB ' - — IE=242.9 — v.. . ' • • ' ''• - 3 1••• 7'--0"0 '1.• ... INTAKE STRUCTURE 2 DETAIL ak mily 2 NO SCALE ~ ' ' '. . erre.' F. FEDOR/U. WAY/ L'. A — L....,.:—i,Lit—,J .,- JUL 3 0 1993 - 1- 4 fs 7 1 UNE IS 2 INCHES Brown and Caldwell 1 1 Be AT FULL SIZE OF NOT 2,SCALE ACCORDINGLY) •0 Pg"SITTI1344kG9'.. CITY OF FEDERAL WAY Consultants 7 . 4stb AY O WWI Seattle, Woshingtg? FILE 7630G016.DWG g DRAWING NUMBER INTAKE STRUCTURE — RA1194 CAD TEAM Gi 6 . .1 ' -3 . g SUBIAITTED: . • .J D'Alt:741, 1,5D 4.-74 DA.:71/6 , DESIGNED L. K. MIU_ER .`,..71,111. ' ‘ • . ' PANTHER LAKE SETIONS AND DETAILS ADDENDUM NO.1 R.G. 7/93 SHEET NUMBER APPROVED: CHECKED MOW MC c4.5451.. A APPROVED: DATE: ZONE-REV. DESCRIP DON BY DATE APP. 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