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HomeMy WebLinkAboutCoulon - Drainage A1 8.15.69\ _- ` _ / , / • �� 2� \ ,i !21 --- meter, for sewage pumastation, at park J5g�5 \\ "Idc_ -61 I entry sign. Base Bid. .\ ,\ \ aa0 [�r. i : V 'I Provide eleven (ll) 7ype a fixtures r ♦� 'P_. and one (1) Type "c" fixture. Base Bid. ini-blO \ a\ O 01 V. Provide fourteen (f4 '• �"J ) :,/pe "b" fixtures No 2 m r�L A at. No. 6. i \ I \ BOARDWALK- p b A. any \ .,\ WALK / ° es v A DeaRE wA_�< (Q F' a / NI��^ "'+„ Ate\ ;,;NERAL NOTES eeR 5, "roc ` c / O A A b�� FVrz5IA � � ��' �' parking area generally south and west of "Observation Station' has been rough graded, tut �_ '•\� / �- a-R= G` SLR / P(� 1 \ I I. The ankh curb areas most be adjusted, The work in areA north & east of "Observation Station" must i ` 1 ¢ �b� '� �' �e I • ti \\ comment with rough grading. bY„ \5 / - / 2, All walks shall be V-0" wide with 5'ft. radii at all intersecting walks, unless noted other- (0) / `,T, ICNI -T-"- i / y wise. Approximately three-fourvIs of walks shown are existing 6 ft. walks with 2 x 4 edge ' ✓ I i _ / �I Q _ - strips. The Y P gr In I, i p gravel base course ma to eliminated where these paths exist, but subgrade suet 1 / J !�� be adjusted £or, 7 tt- Paved walk width, and all dips, mounds and sharp breaks 1n walk edge L LI 'I. _ -�C A b U , must be removed. Remove all existing edge boards IL walks are paved. SAND -- - Y-�' \'p� / I- -�� b q 3. Now curb & gutter at access road entrance shall match existing, Provide asphalt paving to com- PLAYLOT b \ 1 b�' . __z�� ` /_ �-"� �T C . ����.r plete installation of increased radius and also patch cracks between planks and asphalt at rail \ i I RAme v.A41L i _ e O �I �, �- ,00 crossing.(The fill required Is approximately 75 Yds.) Tc Zenon0r� otpt, :� \�� _ I W ,ip•' 4. All isolated single pile to be driven in water shall have a cut-off point to match that of LEAwN Arz 1� - 7 r- ---- _ _I,. .., i r �aa. WAITING AIT N I`� / .\ guar _ d :wars on rafts. c[ •"__ -'� 5. All light poles, on lend, shall be placed by approved direct burial means to minimum depth 4 / of 3'-6 & 6'-O for 12' & 35' mounting ht. pole respectively. ( \ c i 9 P /� PA N(�- _ i' I _�w INv v\ I,r��" �•# 6. The four (4) poles in sand lot shall be placed by 5 ft. direct burial with compacted - T J_ _� L.. ',__--.- I bMpiil. - Pi 1, - -- I i I �I I ------•�------�- _ _ e _ __ - 7. All park benches supplied ed by Owner are to have each of two (2) pipe loge r barer net in / Y b - j'� _Y' t` B - a 12" dia. round X 18" deep concrete bane the too of which shall be 4" be1 fin. grade. +r \�/ I _- ,�\,_ \ \ •� - D v/ S P --��./) _ ,j// v O / �. z•, Finish seat elev. 16", front edge of seat 6" from path edge. O ' t P ENN{S 'OfiRT- I- /I -0 _8 - ,/ , ma's c 8. Tennis court construction involves approx. 160 lin, ft. of 30 ft. high Peace; one (1) a >e1. • =cb r:_ _ } I -� _\ ` v .I gate to be set just north of existing fence on west side; two (2) 12 ft. wood benches; ye I I!t- -- (^ I./ I applying final surface course to courts as specified, (approx. 12,360 sq• ft.) and J /.- R: _ ii , O �, \\ �� 1 relining and marking courts to. match existing. r g�> 4 Il%y�\) ( I' •\ HORSESHOE _ " \ 9• The kozseshoe pit backboards shall be removed between 4 x 4 poets, and the pit and I� / / / \ •� � �I J - i ( S PITS lead areas shall be filed with grovel to top of screeds (a crux. 13 eu. yds.) lU. The meter at park entry sign shall be mounted in a 2eoaco or approved) cabinet at L J Ba PPr ) yp the same location, -provide new lockable disconnect switch mounted on cabinet. _ � -/ ( 1 (Provide Shop ➢wgs. I, (i 11. Area lighting: - Four (4) 1-1/4" conduit exist stubbed out of Bathhouse Boiler i Room for entrance to building. See the ecificr Sena for riser di nms. The J Q ��� ` •� ��/ -�. + c f ��-� t c ��' "• I\� 1 lighting required should inaluda: 1 F3�even ll 1000 vast Typo ' A' fixtures on 12 ft.ea le extensions o_pi-ling2). Fourteen (14) ) T watt Type wat fixtures on t ) 35 ft. poles in "Parking Are --lo O _ / 12 to poles in "Walt and Boardwalk" areas, and 3) env (e 250 watt dock B" 0 1 ' !': i le loading conduit v4redoc for dick light Y •t shall. be Nli7 Copper rut in a 1" 31s. round conduit beneath dock decking); and _-F,F.- IOfJtd" O r Y \ /�J J m e "K" can er service area f i8G/120 V. transformer permanently ` one (1) 120 volt flood lights t r" p mounted Service ground. I O 12. Servtce for new drinking fountain at 'Observation Station" shall be a 1" 'A \ _h / �� ' o- / I N t Type -P stove shelter. Provide with eon- ., 1 -/ ation stop & valve box and a carped 1" tee for future hose bib 1 F�K l 13. Site storm drainage: This includes approximately TTO ft. of L" C P 270 f.. /_ - A of 6" C.P., 270 ft, of B P 130 ft. of 12' R.C.P.; 2 "Graystonc c k -15', SO o / dJ i 1 N OreTN --_--,--__-__ _ ! © ; I 4 'Uraystoae C.B.-1T's (-set C.B. lids in min. 2" of grout bed) and all Wye'e Tees and reducers necessary to complete installation. Verify all inverts not 1 shown with Architect/Engineer in field. See plan for other notes. EXISTING: ---- % J/ 'C 14. The storm drainage system shown in the area of the Eat' co"Tovri / I e.O L ) o ` house shall be permanently connected to the 6x 3 ft. - LEG E N ( N '7q�o *\ long vertical, tile beneath each of eight (8) existing CONT-._ _ I Ex',STln4 splash pads. DV2 ) /.� 4t, E%ISTINCv LINE or C7.ZL' PANIC 15• Staekpile all pile tut -offs in area of site noted 7 r4012C EN P�h.�rME:Jr NEW ASPHALT PAYING _ ---.� ', 16. The bases sticks at log boom sxtantion "ham" shall be PR A41pe A Lkya rZ connected to each other & pile at each end by boom I NEW CONCRETE PAYNGv oIc 2/S 2' MINuchain and toggle system similar to the existing or NEW STGRYI SEWER - R _ _ -. 0.. approved method. �` - .. AU R(CRu�NED OCIG t01( I-U"DE� �� - - -- - I Sidewalk at access road shall be V thick with t NEW SLECrRICAL LINES `` ` �. - _ brow finish. Neck down as required at fence. APPRow. wATGR 8`' ' IS. The basic bid shall eall for the construction of �./ EXIST FSumED JTI LITIes �LI„_ LISVC . oN 3-e6 b9 --� s "Compacted Earth" filled walk in all areas in- oP ALL TYPd9. THESE - !( fj - ARE APPROXIMATE LOCATIONS E415' 2:. PS?a dicnted as walks (shaped) that are not already AHD NOT NECE93ARIt11 ALL -:j -AY 3: Ze J:SG - / existing. No edge screeds required. See Alt. No.?. UTILITIES ACZB SHOWN, APnROx.; roc- 0 �` ( LEV EL. G,b,C, _.l>,iT IN CT FIVTVR6 11 a aN , / �j -A.Ke C-3CTTOH. II TVPB'e, l lei, �2C-=C"r 0%,1 ^e 3 � 201JGW GRADING _A\ � -� II J .I a SCALE I' • &a,-Cp ( I I SYM. REVISION DRAWN CHECK 'ATE DRAWN BY DATE / 1 SHEET ISSUE SITE PLAN f � \ OLSON RICHEKT SIGNOLD "�� a' - qL Tt,RIAL ZEM'JUtDTOAOCO�tAlsµ I I \ slip A 135uco Fo;v aio ,., GRADING 6, DRAINAGE ,^i _ AA N ARCHITECTS ENGINEERS .NECKED BY 5;f.7 AS rz IN IN 5I-tAR P �I \ \k --- �RcaliEcr g!%r PROJECT CHECK LIST o PLACE = IN AREA -CO IN AiZEAA NOTED A5 "Vy't I I � 6'11111�1111Dyo'r LAKE WASHINGTON BEACH PARK At:'J -IV 5N' Gt2 AGES \ --- suet of WAS"e�sua APPROVED BY 231 WILLIAMS AVENUESOUTH S TAG E III DEVELOPMENT JOB NO. p `.3Lc FC:R RENTON. WASHINGTON 98855 CITY OF RENTON PARKS AND RECREATION DEPARTMENT 6C�FO r TELEPHONE (A.C.206) BA 6-3522 128'-0'' MIN. \ MOUTH OF SCOPE OF WONK C C ITEMSORM-: _LIST OF TO BE PERF;D UNDER THIS CONTRACT 44. O" MIN. o4'-c" MIN. f CREEK t ( * - - - % 1 This list shall refer the Contractor to the general loeation of work to be Performed rutd =n�s11 not be Interpreted ,; a 32'-0" 32-0" 32:0' _ U F iy complete and/or descriptive list of all work to be performed under this contract. (.tef-r to the complete set o ( A •^q" `Z „� y �b 'cravings & Speeifieat.ons, as well an the Base Bid & Alternate for detailed info^mati on a-:d possible effect On t.:e .r, rl 27s _ ,oa �tir>p I'he letter designations below are keyed to the site plan at left: `:ni/: ">. - ••' - jrwnJ�-•,o�-=-- _ -- �.•"n ' `�- CEMENT cow .RE;, G A. A paved "Parkin6 Lot" end "Boat Staging Area" to include W. Paint all routed letters cn existing "Park Entry � 19 `ii."/A EXTRUDED CURio L T, k I,4 qp all parking and roadway areas shown. shaded (Base Bid) (Contact Architect srior to commencing). (- -Y-1-- (TYP�CAtI SE6 - 11 See Alternate 8. X. Provide rip rap. Lauk protection at mouth of creek. - 2"COMP2ONCR Ct,As 'ijDETAIL. ETAIL. I, SHT. A•3. �\ ti Z , h. A raved walk system to include all walks shown shaded. Alt. No. 16. AS PNALT IC IC CNCrZL GTE. � AA, d' o^ See Alternate Ila. 2. 1. Provide and install all playground equipment as speci- f/a" MIN COMPACTED VSPTH, LOADING p \ • C. A concrete "Boardwalk" at back of existing beach. fied. Alt. No. 10. C,R. CUR/ACING TOP COVR9 E, I' RAMP ,j Alternate :;a. 4. i. Install one (1) new pile and tvo (2) new 60 ft. boo!:: RV? MIN, COMPACTED DCPfH :> C.R. SURFAci1+s P_-A9c ccurtse- LAKE 0 0 -u �..,, i �. A concrete curb across north end of existing beach to sticks t0 extend existing log boom. Base Bid. xlc - waterline. See Det. 6/A4 Base Bid. AA, Provide beach fill or. a Unit Price Basis'. To to A, WASHINGTON yE. A concrete "Ambulance Station" at N.E. side of placed. as directed b the Architect, in the hg2KING L.OT "CECTION r i y gene='" CK p bJ existing Bathhouse, and cone, boardwalk to boat area indicated on the drawings including the fill. SCALEL HORIZ. I 2e' o` J/ .J ./• \ i \ _- \�^ Am in area. Base Bid. tr BH. Nev other fill completion of to in station &loading r � - - - s F. An "Entry Waiting Station' near main oar.. entry all other fill to be included is Base Bid. LOADING I . ) �,. \\ 20.Y a^' •. a DOCK - �- � -�- :\� sign. Base Hid. " aP B g 3 n as hove on ,..Teat Imo. G G' M 3 - _ ! _ G. A concrete sidewalk along the S.W. side of park L-2, Base Bid and Alt. lie. 11, 12, 13, & 14. 8"C COMPACTED OEPrH CLASS,S. D q' O AO' J '' T4 �'� \ access road and expand access road at Lake Wash- CC. Storm sewer system in area of existing "Bathhouse". Bo o MIN, 50'O" MIN. '9" - OBSERVATION GJ� / A t\ HH STATION (1 \ %' - G �`\ ington Beach Blvd. bank protection. Alt. No. 9. Base Bid. H. Provide water ski dock on island. Alt. No. 1. DD. Storm .sewer at "Entry Waiting Station". Base Bid, - . ( I - ,, �' ? 4q -� __. \ �� I. An "Observation Station". Alt. No. 3• Storm saver near existing "Hestroom Budding". Ba^ ' AA�rr.!Sd:?'s:+• (] Jd F,q _\\ J. A "Loading Dock" (boats) Base Bid. -''• Storm sewer at N.E. cad parkingarea. Base Bid.. L '30 ""'•s- A" "Precast Concrete Boat Ramp". Base Bid.?G. Relocate existing C.B. at west end of parY.i ng area to F '1? MIN, COMPACTED OEPTN C. rl. SURFACING TOP CCUR86, d?� 'o t;.:. _ .f r H RAFT '. - - L. Two (2) "Swimming Rafts" w/diving boards, accommodate paving plan. (No additional sewer line - 2J8"M, N, CCnPA:rEc, 7EP-M, C,R, SURFACW6 BAiC CouRSE, v ^I' Is RAFT :;Em s - // A guard tower and bench, Base Bid. needed). Base Bid. 4 HH. Pemove approximately five piles from this e. '„ �' �,N� •:0 1 ... Four ( ) separate "Guard Towers", one (1) PP (5) p om i are SCAT .+T A G I N G A 2 EA SECTION O F D a BOARD I 7 to be located in the water. Alt. No. 5• Tops approximately 5 ft. below water. 5CAlE: Lorz,z r= eo'-o P- s6'0 ;( O. \ ? install four (4) 30 ft. treated wood roles IT. Acemplish all clearing & earthwork required to eom- vERT t'* s'-e' `� ///)))\ RAFT •J �� (- ` '� near existing sand lot. Base Bid. plete the work aescribed -n the drawings and speeifi- ---WATER SKI A Y I-T \ •d .G �„• Install one (1) pile near log boom. Base cations. Base Bid. DOCK +v '* \ r �• Bid. JJ. Provide new drinking fountain and service. Base Bid. rNO, - I _ AMBULANCE - j �/' Twenty-six (26) picnic table slabs. A" STATION Y P _ FF \ N) / 9 \ ( I P i Install twenty-two 22 8 ft. 1 0 Alt. No. 15• Y- ( PaTh benches e i O �t / ` P D :1. Complete construction of existing tennis o courts. Alt. No. 7. O // S. Remove two (2) existing horseshoe nits. i Cti a \9 ♦ a CC, - '< ��- Baas Bid. \ - 2 6AWM.� PO.._ '-..�• j2soA p. P Rework existing disconnect switch and MARINERS ISLAND ��•• =g'-o" MIN. 1 MOUTH OF \ -- I - CREEK - —� .. J: iTENS TO BE PERFORMED uiaLE.R TRIB coNTRAcr 64'-O' MIN. MIN, l - ( N ) 0 �\ 1,X..'' \ t _ This list shall refer the Cmntraetor tc the general locution of cork to be performo•�_ o. 12-0, .3v, o' -O ZU \\ \ f '�� complete andj'or descriptive list of all Work to be performed under this contract. III,- .lr-.Ce set of < Al H M ) Is, - Drawings & Specifications, as Well as the Base Bid & Alternate for detailed informetlo i 'feet on tr.e. cork;. >1 's „� - The letter designations below are keyed to the site plax, at left: q/: T- � \• t. '_ � i'�" ` -- CEKTRU 6DNCURPu I , I A. A paved "Parking Lot" and "Boat Staging Area" to include W. Paint all routed letter, on e,xisti„e 'Park Entry Sign" i f 5�, F q. �,,., all parking and roadway areas shown shaded (Base Bid) (Contact Architect prior to commencing). i' !TYPICAL) SEE ` / ,r }°r 6 Sec Alternate b. X. Provide rip rap bank o ,,:!m at mouth of creek. LAvSA•,2"COMPACTED 7CPTN B. A paved walk system to include all walks shown shaded. Alt. I;a. 16. ASPHALTIC CONCRCTt:. V' c " See Alternate No. 2. Y. Provide and install all .:.apground equipment so speci- AA+ 1'/B" MIN. COMPACTED DEPTH, ' .` LOADING I 1 \ �- ` C. A concrete "Boardwalk" at beak of existing resat. Pied. Alt. No. 10, C,R� SURFAC INCi -or CUURSE. is x RAMP �. 1 ` Alternate No. 4. Z. Install one (1) new pies and two (2) new 6Q ft. boom 2'/e MIN corpkcTeo ?e PTH LAKE � p % O — �\ � � concrete curb across north end of existing beach to sticks to extend existing log boom. Base Bid. G2 ��RFAc r+@ 3A5E soulz's 6. / iwen \ saterline. See Det. 6/A4 Base Bid. AA. Provide beach fill on e "Unit Price Basis". To be O A 24N G �. �%,� WASH I N G T 0 N �� k ' O - �� . -. coat. A concrete "Ambulance Station" at N.E. side of placed, as directed by the Architect, in the general _ \ y existing Bathhouse, and boardwalk to boat area indicated on the drawings including b the fill for ec�' - '\`� /\ t �'�f(X�) staging area. Base aid. completion of beach, observation station & loading runs,asrLT. ': 5'-c` r Station" near mar park y ahig, - . An Entry Waiting S 'n ar entry all other fill to be included in Base Bid Bo'-o' MIN. 170' 12'0 c •_p.. g0Y no/ \ • • DOCKLOADING` �.\ ,. - \ �S. - �.. sign. Base Bid. BE. New "Landscaping & Irrigation" as shown on Sheet L-1 -__ - _ L-2 50'0' MIN. 4' \ concrete sidewalk along the S.W.SWside of park , Base Bid and Alt. No. 11, 12, 13, & 14. 1 80 0 - MIn.-__ . - -. - -. -_---_ 6 _ O ,jl �. 1 d ' ' b �, S�• __; � ,.ccessrroad sand expand access road atLakeWaab- CC. Storm sewer systm in area of existing "Bathhouse", e''COM ACT v oevTH CLASS,W, ..� q.. --91 • OBSERVATI i$ 40 "p \\ {- A9P:+Al_T ..-NC. 4r - y HH \ „STATION I , \\`\ ' B-o^ /N6 yr 'ngton Beach Blvd. back protection. Alt. No. 9. Huse Bid. J P - : - p//_ H. Provide water ski dock on island. Alt. No. 1. DD., Storm sewer at ant Waiting Station". Base Bid. -I°!! I. An "Observation Station". Alt. No. 3. EE. Storm sewer near existing "Restroom Building". Base I,' i { --- It IS" 15"i .5" - 1 '1 - N \ d, FF. Storm sewer at R.E. end parking area. Base Bid. �Fi ;T<r�---•z--�yT.Ft A`` �E�52' ' \/ �4 �. A "Loading Dock" (boats) Base Bid. P B :x,: ` r w -� _ £ -' K. A "Precast .^oncrate Boat Ramp". Base Bid. GG. Relocate existing C.B. at west end of parking area to 17p M'�n CGMPACTED oEPTNr C.R. SURFACING TOP COV 26G, �1 = A :� ^• :rr r a r. / 1\ (, qj, Two 2 "Swimming F.afts" w divin boards, accommodate avi r d ( ) g / g p ng plan. (No additional sever line c/`c "'.�N Can PaCTEo o: P7H, C.R. bu¢FACING 15ABE eoo¢s E, w t RAFT , F I( t k c ., ,1 I , (A f ` , / 1 \ ,-ward tower and bench. Base Bid. needed). Base Bid. a� i 20,71k 3.1'. E-sR ,: _." , Ip - 1 .G \ / Four (4) separate "Guard Towers", one (1) Hli: Remove approximately five (5) piles from this area. 30AT •+T/�(�'I N(7 A2EA SECTI.iNm°r so be located in the water. Alt. No. 5• Tops approximately 5 ft. below water. ;Q L 0 .�r`g. I ,�.V ? _. Install four (4) 30 £t. treated wood poles II• Accomplish all clearing &earthwork required to eom- SCP.tI z = 20'-0' P G �. .9i - RAFT 0 �) I r ' 1 �, near existing sand lot. Base Bid. plate the work deecr ibcd in the drawing, and speeiPi- - - --WATER SKI ^ // V J-1 �" B I 1 '1 1 ` \.w '� O ��y•� Inatali one (1) Pile near log boom. Hale cations. Base Bid. e ,\ DOCK Fj t r ,n, _ Bid. dJ. Provide new drinking fountain and service. Base Bid. 1, 0 rNo - _ _ ! AMBULANCE\, 1P w't r , ' - Twenty—six (26) picnic table slabs. -'It. \ ', _ STATION \ P, i� I clb FF No. 15. \,A ,,I `//':\'. _�\ Install twenty-two (22) 8 ft. park benches �`J - , 0 '� Alt. No. 15. _ R. Complete nanatructlon of existing tennis courts. Alt. No. 7. � ra Remove two (2) existing horseshoe pits. Q "L�.J m / \,C i\ c. CC `1 !. N __{l{ . �).. Base Bid. t-\ \ • r. f a 2 as A, JM. �L'. .e, SO A Jj,: © ` F-• a - -1 Rework existing disconnect switch and \ \ /'J� . •� vC' ,!� 1 f ' meter, for savage puma station, at park entry sign. Base Bid. \ \\ i v "• pJ i 1\ ® ,. ., _ Provide eleven (12) Type "a" fixtures - -3 o a._ ,).� CB /7'' \ (�] -- and one (1) Type "c" fixture. Base Bid. MARINERS 13 L A N Dom`' \ '�-� i p ,i \ Q, - I-_ Provide fourteen (14) Type ";," fixtures a•{� Inu WALK BOARDWALK C ��/ k 41'0 \.� X ! N.I.c \\\ `\ - -`— oenaess WA I< G a cQ \ \ o \ .,r.. ,,i avi. rot Su rr sate 1. She parking area generally south and west of "Observation ':tstion" has been rough graded, nut _ \ Hate Gs \ _ ✓ \ 4 G The work in area north &east of-osellation Station must curb areas must be adjusted. � � `� '� -_ `\b commence with rough grading. \ / �� b �/ �i \ II( ��� — 2. ALI walks shall be 7'-0" wide With S rt. radii atallintersecting walks, unless anted other- Gi \��y\`\% /ICNI \- Wise. An three-fourtas of walks shown are existing 6 Pt. Walks with 2 x 4 edge .�. $ZiELT strips. The gravel base course may be eliminated Where these paths exist, but subgrade must \\ be sdjvatedf�r• 7 3Y. paved Hark width, and nlyl dips, mounds and sharp breaks in walk edge y' `(� ( ®/ ._ 1/ r /�'`� b •\j \ \ / must be removed. Remove all existing edge boards JL walks are paved. SAND -_ __ \ \ \, .f Syr T- - ® I / (e� _ �'1 '/ Ib e}, f " �•� .. Nex nurD 8 gutter at access road entrance shall match existing. Provide asphalt paving to coT. Q� _ I / '0 i' �C _�/ '� / �ai�l T� ^'C' \ •'�-( plate installation of increased radius and also patch cracks between planks and asphalt at rail PLAYLOT \ b \ �b-�/-- - raise Haslet / .I / +\ J crossing. (The fill required is approximately yds.) ' ) / _ _ \ \ rt - - / LAWNrna w / r I I ., I DO i g• 4 PP Y YS \ \ ..N \ \ ,i' Af?C Ha (% - �W ,'' hj� -� i 4. All isolated single pile to be driven in water shall have a cut-off point to match that of ' ^ 1 o' \=E \ Tn Rearo.i alrr' ocoolk:cb _ _ -..._ _ , /• ENTRY- ward towers on rafts. WAITING \'1 �• of 3'-6 & 6'-0 for 12' & 35' mounting ht, poleprespeotively. r ���� -� I� ONF �,� / \ I O,IUJ STATI G I All light poles, on land, shall be laced L a roved direct Lurial means to minimum dent! B 1 I \ 6. Thefour(4) poles in Bead lot shall be placed by 5 ft. direct burial with compact".i R TR04Nw .L -__ _ J__ .-_ - ` it _y..L___.-...___ B 1- J �> _ / Leakfill. -- T --- �,\ / T• A�Ll park benches sup lied by Owner are to have each of two (2) pipe le per bench set in - ( n 0 r Y TENNIS "D'OUR'F a 12" dix. round % 18" deep concrete base the ton of which shall be 4 below fin. made. I 1' ) r I 6 �. B S \\. \ -M/1 --"r Os( ♦ \ , Finish seat elev. 18I front edge of seat 6" from path edge. \ ---- - Y E. Tennis court construction involves ao�x. 160 lip. Pt. os 10 ft. high fence; one (1) a/ �'� _rt' P- P �\ '? -_,I' '� _i - `, -` .` )' - \ gate to be set Just north of existing fence on west side; two (2) 12 ft. wood bunches; I / " '� :,� --- " ,(a3 -r L.']�j r-s ,�' W 1 applying final surface course to courts as specified, (approx. 12,360 sq. ft.) and -'y�6� / j vN I ''?GIs IlL__.p '''� / .' r)-�- �__ A�,� relining and marking courts to match existing. �0.. �\ ' R��I. R,ORSESHOE The horseshoe pit baekboatds shall be removed between a x 4 poets, and the pit and PISS �� g r land areas shall be tilled with gravel to top of screeds (approx. 13 cu. yds.) �� / \ L- a 1� Q / `� �� 31 _--_ __--- P',3.o . \ �• s�� 1U. The meter at park entry sign shall be mounted inn 7xnsco (or approved) cabins: r-• $ p I, T ` eG /�..\ - <- qo, v 1 Yi" the same location, - provide new lockable disconr-ect switch mounted on cabinet. \I / \ f /` 1 AT� z p_-1( - o'.; .I (Provide Shop Dwgs.) g 11. Area lighting: ur - Few (4) 1-1/ 4' eoadul.t exist stubbed out of Bathhouse Boiler T---� Rman for entrance to building_ Ses tk�s ciP'catione for riser dia ams. The ,--�) I -` lighting required should innluda: 1 ffiav'en 11 1000 Watt Type "A" fixtures nr. ` lR, "•! j c 35 ft. poles in "Parking Area". 2) Fourteen (14) 250 watt Type "B" fixtures on R\'< ��c _ * t. .� , ' 12 ft. poles in "Walk and Boardwalk" Press, and 3) Two (2) 250 watt Type / / '. / \ \ - 1 • \ \;, p \ "yam- /� ;op_e p O \ fixtures on extensions of piling at loading dock,(serviee wire for dock light shall be N10 copper run in a l" dia. round coodult beneath dock decking), :end G one (i) 120 volt flood light, type "C" & 480/120 V. transformer permanently v V sac la!a O 0 1 mounted in ground. \0 \ \ l j fA� C envies for new drinking `our can at "Observation Station" shall be a 1" ,�A)_-�..�jl 'c r -1 /�y (A 'jape IV copper service from area of stove shelter. Provide with ccrpor- / �`._,gj,.cl.p�^sT. ation stop & valve box and a capped 1" tee for future hose bib. 1 e I \ \ i ' 13. oite'storm drainage: This includes approximately "6 Yt, of 4' C.P., M6 ft. A of 6" C.P., 270 ft. of 8' C.P.; 130 ft. of 12 R.C.P.; 2 "Graystone C.P.-15'3; N O?TH �)i III I 1(_i_ ' I I LI {u -� 'C-r- V. 4 "Grgystone C.B.-17 s; (set C.B. lids in min 2" of grout bed) and all Rye's Tees and reducers necessary to complete installation. Verify all inverts not SCALE = Cn _ ` , L shown with Architect/Engineer in field. See plan for other notes. 14. The storm drainage system shown in the area of the Bath- coNTourt ! � _ W I 2-- - i 2rlN�u 1 ' house snail be permanentlycmasleoted to the 6" x 3 ft. • I o L.EG EN D < h _ _- ) long vertical, tile beneath esnh ofeight (B) existing splash pads. evNTOUR jO ExISTING INC _ 15 . Stockpile all 1 � vut-offer in area of site noted XX oHORr- C^.3V+KMrGMT, I NEW ASPNA LT PAVING _ _ _� 16. The boom stick +: log boom extention 'N° shall be 2` TT PRw"PE A t-AVER connected to es n other & pile at each and by ton. / I tiEW eoNCRETE PAY INFr of 2/2 MINUS \� ?�. _ - - chain and togg-e .system Similar to the existing or w. CRC iGp NERUCIG {, .\ , ®', approved maths // I •�� W STORM SEWER ---Ts AP`�RJIC ''U"DEER / (`1 Ev rrhD ef' InT \ 17. Sidewalk at acecs t ± shall be 4" thick with 4Aa vv \ 9 /^\ v -_INcE -�- 2ANK. S : broom finish. w1 +s required at fence. I -- NEW cIEL i RICHL �_ Rl1- G lti. The 011 bid sr- '1 for the noall action o' 2 --'-- EXIST 5,¢IEO JTI L171t,:> .. � ;- a "Compacted far Tied cslF in n11 ar.'es il. OFALL P65. HE a ��; V. _Q I ARe APPROKIMATE LOC A'r ON; �' - /../ cleated as Hai. d) that are not already r 0; existing. No e-;. .,reeds required. See Alt. No.'. ANO NOT NEC E55ARIv/ A,.� AP�IZC x. LkCE - tat G �. OTI LITICS ARE SHOWN, LEY .T.o III O,b,C, TYf"C3Cr '''v.TV Ru LAKE hJ rTrTOM.- !-_cR-. G P�A� IG 1=207z:.7ION AN� P2o� G oN x - o �/ • - I 1 \ V 1 SYM. - R E V II S 1 O N DRAWN -CHECK DATE . RICHERT • BIGNO LD DRAWN BY DATE SITE PLAN SHEET ISSUE -- _ OLSON ! \ 4 -. 3 I ! \ f ARCHITECTS - ENGINEERS IaN CHECKED BY GRADING DRAINAGE �` GI$fe PROJECT CHECK LIST o LAKE WASHINGTON BEACH PARK iron OFwaSmNn IN APPROVED BY - RB 231 WILLIAMS AVENUE SOUTH STAGE III D E V E L 0 P M E PII" T - - - - RENTON. WASHINGTON 96055 I ELEPHONE(A.C.206) 9A 6-3522 CITY OF REi�TON PARKS AND RECREATION DEPARTM4r -