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Home My WebLink AboutLUA-97-074 Large FormatEXISTING FENCE CED AR lool i lool i EXISTING WETLAND AREA (FROM BOUNDARY TO RIVER) EXISTING TREE CANOPY S 75 11,3-r fREIVTON I IAI LE Y ,4LLEY Hfc;;Hu A� eI`_ I(o J — L- EGENC) TOTAL SQUARE FOOTAGE OF T44E SITE: 1,560,200 (45 ACRES) TOTAL SQUARE FOOTAGE OF BUILDINGS: 0 TOTAL SQUARE FOOTAGE OF IMPERVIOUS SUR-ACINCs: i6,900 PERCENTAGE OF LOT COVERAGE: 3.92% PARKING ANALYSIS: TOTAL NUMBER OF PARKING STALLS REQUIRED: 84 TOTAL NUMBER OF STANDARD PARKINCs STALLS PROVIDED: 116 TOTAL NUMBER OF COMPACT PARKING STALLS PROVIDED: 0 STANDARD PARKING STALL DIMENSIONS: 9' UJIDE x 20' LONfs SQUARE FOOTAGE OF INTERIOR PARKIWS AREA LANDSCAPING: 5r;,50 SQUARE FOOTAGE OF ALL OTHER LANDSCAPMCs: 4,` W BUILDING SETBACKS REQUIRED BY CODE: 30' FRONT YARD PROPOSED BUILDINCs SETBACKS: NO BUILDINGS PROPOSED JONGEJAN-GERRARD-McNEAL Incorporated P.S. lmdecape Architecture 23 I03r1 Ave. N.B. Urban Dean Bellevue, WA W04 platy* 200.4U-5M erns of WASSN rap im 'arm uxnecm u vrr= CRTM,m no. I � 1 LLI �I \ GOVERNMENT LOT 2 \ GOVERNMENT LOT 9 \ Z SECTION 22 SECTION 23 \ til 1 01 `— — Ao 0 Lf) x \ i — x EXISTING FENCE 1 0 30 60 120 240 • I I I 1 1 1 I I 1 SA, �F•9}_p�4 I j 1 f i —qp— \ MADSEN CREEK BUFFER 1 25' 25' lid 4" WIDE PAINTED WHITE CENTER LINE STRIPING 2" DIAM. PVC CONDUIT FOR TELEPHONE 4" DIA. PVC CONDUIT FOR ELECTRICAL DIRECT BURY TELEPHONE SERVICE CABLE � ATTACH TO OU7StDE `PAGE OF CULVERT IN COMMON TRENCH W/ELEG.GONDUIT � � W/STRAPS 4" DIA. ELECTRICAL CONDUIT W/NYLON PULL STRING FOR FUTURE SERVICE AND FIELD LIGHTING CURB, GUTTER, 5' SIDEWALK C C� J XISTING MONITORING NEW f WELL ENCLOSURE 8' CONCRETE WALK NEW OPENINCs I I I I I IF OU 'Y=ROTTOM 24' PAVED ASPHAL DRIVE I { 8'X S' CONCRETE RAMP TO 3' CRUSHED ROCK SHOULDER TYP. I SHOULDER N i- I a'DIA. PVC SLEEVE I II' II 1: UNDER ROADWAY PARK ENTRY DRIVEWAY Al ENTRY GATES 12" WIDE ST STOP SIGN EXISTING GUY POLE EX15TI_NG TELEPHONE PED. CURB, CUTTER, t 5' 51DEWALK ZRY EXISTING HEADWALL ME MADSEN -- i ! I W/ GUARDRAIL - i EXISTING CONCRETE CULVERT RE E EXIST. 14' GATE + AT MADSEN CREEK ------- ,___,,,-—T-----------------------------— ---- —-- ----- __--._ --. — ------ --- X ING 3(o METRO SEWER EXISTING SEWER M.H. PARK SIGN"LiLiLi Li 1 EXISTING BUS PULLOUT ++ I EXIST. CURB, CsUTTER ` '� SIDEWALK% '► I I . RECEIVED \ EXISTING PVC CONDUITS UNDER 5R-169 1 tj 1997 FOR FUTURE SERVICE (2)4",(2) 6" 1 MMM7. fRENTON-l"w1AFLE VALLEY' 5fR lroc3 0 15 30 60 120 17 JONGEJAN •GERRARD-MCNEAL beup w P S. LkioW keditee m 23 ON lve. N.E. me hop Nkm ft fM01 I?� 2ews�-sr� M. .::EVELOOHMENT PLANNING CITY OF RE'NTON CITY OF RENTON DWAEiTIi[M,cr OF PA m AND RwMeAnON CEDAR RIVER REGIONAL PARK GENRALIZED UTILITIES PLAN — A DESKVeD CL DATE: 6-13-1997 FILE NAME: urn-a.dwq DRAWN: RD CHECKED:. DM SCALE: AS SHOWN FOLD DOM PAQ& REVS BY APPR. DATE APPROVED SHEET: X OF: X AR1 CtF- 9 4z9l 5 r ::� �. �- t� , i pit. :�,'„ F i '�. .:. 4 t' 2 5�c i� C14 I,- CP C14 CN X EO z 0 -j a- Lil cri CX (I v c. Ll IM ;.e4m' SA, aF-C?7-0;tiA x EXISTING FENCEit x X , x x EX15TING TREE CANOPY AVERAGI 100' WETLAND BUFFER SOCCER FIELD 36 0' x 210' i jI — 1 ENCLOSURES GOVERNMENT LOT 2 GOVERNMENT LOT 9 SECTION 22 SECTION 23AO \ ttl i — d) r�r i X ----------- --- EXISTING FENCE 1 1 x 1 L11T I I 4 �x GATE I 4 111 b.z CHAIN LINK Q U 1 300' SOFTBALL FENCE � � ` � � � �, ` ENTRY SIGN FIELD ® �35.�03 N �5 41 53 �U I 5i7' ?J - Lt CLUSIVf EASEkj I i SKINNED INFIELD -- ' 25' MADSEN CREEK �'OR IWURESS. E(,RE5S, DRAINA; SETBAC-< — — '��'}0 U 1�+TIES. aF 63046,)7 90' BASELINE JOPE PARK NTRY MPDUGOUTSA.P.#88C 1.i0'544 IBLEACNER5BACKSTOP ELECTRICAL CONDUIT AND TELEPHONE wENTRYGATE WIRE FOR FUTURE SERVICE BOTTOM , l I GATE AND FIELD LIGHTING CULVERT tu STRIPED GROSSWALK XISTING TE i '<} 8' CONCRETE WALK _ III PARKING STALLS ASPHALT PAVING RAMP W/ REMOVABLE BOLLARDS 5 NEW CURB CsUTTER Z AND 51DEWAI K �— I ING A5PHAL 5T s . I I I I I I I I I I i i 8' CONCRETE WALK 11 � , _ RCA AVING cc� • - I i I i I IA ILH I I ?,t -- X15TING MONITORING I ' CONCRETE WALK WELL ENCLOSURE CREEK_.. _.. '^N • GRATING --� -- -- E 3 NCs � ... _ - - _ - - = _ EXIST. CURB GUTTER PA z _ .i _& NEW OP1=*IIi�Cs-iN.•f �34 b4 © N1 �- — — AND 51DEWALK 5IGN EXISTING 6' CHAIN LINK FENCE 15' METRO SEWER EASEMENT " IN FENCE - - PORK 51GN EXISTINts CEDAR RIVER TRAIL - _ t a XISTING BUS PULLOU 1 }T EXISTINCCURB AND GUTTER, EIST. GONDUIT5S 75'41'33' IRNTOV �,4fLE VALLE HIGt WAr' efR— I&p(I LEGEND TOTAL SQUARE FOOTAGE OF THE SITE: 1,960,200 (45 ACRES) PLANTING AREA TOTAL SQUARE FOOTAGE OF BUILDINGS: 0 ' TOTAL SQUARE FOOTAGE OF IMPERVIOUS SURFACING: 76,900>00<PORTION OF WETLAND BUFFER (21850 SF.) PERCENTAGE OF LOT COVERACsE: 3.132% PARKING ANALYSIS: TOTAL NUMBER OF PARKING STALLS REQUIRED: 84 ;'f REPLACEMENT BUFFER (27850 5F.) TOTAL NUMBER OF STANDARD PARKING STALLS PROVIDED: I1F TOTAL NUMBER OF COMPACT PARKING STALLS PROVIDED: 0 STANDARD PARKING STALL DIMENSIONS: V WIDE x 20' LONG JONGEJAN-GERRARD-McNEAL SQUARE FOOTAGE OF INTERIOR PARKING AREA LANDSCAPING: 5,550 Incorporated P.S. Undmpe Arc)tittectare 23 IM Ave. NX SQUARE FOOTAGE OF ALL OTHER LANDSCAPING: FRONT YAK Urban Design Bellevue, 1A 98004 BUILDING SET5ACK8 REQUIRED BY CODE: ��D BUILDING SETBACKS: NO BUILDINGS PROPOSED P 206•454.5723 KIM or wummGc a� a cxrywm W. 0 30 60 120 1997 '-)EVELOPr4E,VT PLMr, "'TV OF PEIVTON CITY OF RENTON DFPARTMMT OF PARKA AND RRCRRATION 240 CEDAR RIVER REGIONAL PARK SITE PLAN CL Imm 6-13-1997 FU NAM Mt.prnd" oRAwft RD afar, AS SHOWN sooty vAm 7tBY APM DATE APMVM smu l l x or-: x SA, F.Cf-99-o � EXISTING TREE CANOPY .'. ....I......_.....[......I... ............................ ...........................'...�o(...................'............ , .' •. �..'.....9%.I. .:::.............. :.•... ............. .:::::::::.... ..:....... ....... ..... ...... .' ........ ......... .: ....... ..'I ' ............... .-. . _...I......-�.. ..... .......*...�.:.I - ....'...... '....... ....... ...... .'......... 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I '......... ........................................ ......., o 11 1 O ELD 3..5.6 3 N -1 41 ENTRY SIGN I ......:............................'.'.......:...'.:.'....:.'..'......'......:.'::.................................... �. ....... ..............................................I................. Y# ...................................................................,.............................I............. ... . '................'.'......:•.....:....:...'..'.'........... '. ................. i I .. SKINNED INFIELD ....................... . ........................ . .. 1:( 1q ,; ,. - _?_... .. ..... . . . . .. ... .. �.% *.... M .. �,- T 1 .. ....... _ BACK ..... . ..'.'.•..:'...'.'...':.•..'.'...'.'.'.'... W' 5A5E IN .............. . ................... ; ;.. :..'.' '. * ................ 2S' ss, ;; ............ .........!. E..................................1...-..,....... .............. ! — — — — — — — — r'`` . . • ................... .............. �c PARK EN1 _wr.'•� .'. `:;; . .................... R, ....................,............................... I. . .... ..... o. DUCsOU S .. -�F • . ....... ::' �. ......'.......'.....'. BLEACHERS ......' .................................. . ........... L - ..,.. .............. ................I. ................. � ... . ......... ............ ".. - --- I BACKSTOP x' .'... '.'..'.'.'.•.'.'.•.'.'.•.'.'.' :'.'•'•'-•:•:•:':':•:.:: ELECTRlCA1. CONL;IJJT'AND TEL RI=TONE' ' ; :: :::::: w ENT OPEN BOTTOM .: ttJtR£.)=C?R.FUTURE'•SERVICE............. :.. 4, i I �•�� :_ CsATE CULVERT .� - .. ................. i:'kG: k:iC+.•(filN........... = �.,.,,�:'�,�' .{ ........... ..... ... .. .. .... .. .. at. �n 1. ; f. ":., �: 1 •6 1kif9ED. •C . O �„ ��`''. ...•...'.".'.•..•.'.'.'.' ' .... * ' ' .. '_*• I. , 't:� f+C>'1 j-_.ti .. ... ............... ...,,.. `` I .1ai ,.ro" .- ;.t. — __ — .._ • �i:= 1 1 `, of i I. . T I . .. •....... 8 GONCRE E WALK III PARKING STALLS ASPHALT PAVING w n a,, a:= __ W/ REMOVABL BOLLARD 5 ACCESSIBLrE — -- ---- - - - - - - - -- - -, -- — - --- _ __ f . Y:�, I I RBr GUTTER ' I w:;:,;�,-:� SIDEWALK ~f +tom .t^^f- ;i.L. S, '- _- 8 CONCRETE WALK '"' FX15T1 .... .' 1 . I - :.::.j.:'. ` �'y.�_--� WS ASPHAL -. ,y;.4 I ! -- RO ,4 V fNG { X TING MONIT IN ! � \ ..�, 10' N T WA K WELL ENCLOSURE \ ' --__ ! f.r f -- EPR i I _ - YADSEN . - I I 1 I I I CxRA INCs k 1' t '— _. �, .._..... .._ _. —' _ _. — .. . — ..— — — ——.,:an�y'r�94'-R�'..., '....'. — — — — — — — — — .— -- -- — -- —^ -- -- -- -- :+4`i _...... _ .. ............ ........ .... I. ...- ... .. a. i .. — — 1 j &�� EN tN NCA IST. iR8 ITT PAuuuu %,.,.Y �� - 0 - . � r . 0I QAW. r %...,Z �� %zi, -L_ _ Il -- — — D L SIGN - - EXISTINGz � C�+AIN LINK FENCE 15' M TRO 5EWER EASEMENT IN FENCE l PARK SIGN EXISTING CEDAR RIVER TRAIL - EUIUBEffiD — Xl5TING BUS PULLOU 1 I . 11 — — — — — __ — — — — — — — — — — — — — — — — — — — f EXISTINCx CURB AND CzUTTER 11 — — — f'ENTON t'1AFLE I/4LLE�' HIGH 4UJ,4�►' S� I(oe — — —T EXIST. GONDUITs �� —7~2 °� I - � � ul 1997 • CVLL. i ivt_''i rLANNIN T? 0 RENTON . Q CITY OF RENTON DEPARTMENT OF FARM AND RECREATION ffm or 0 30 60 120 240 CEDAR RIVER REGIONAL PARK JONGEJAN •GERRARD •McNEAL �,T LANDSCAPING PLAN WewpmWd P.S. Ubdmpe Architecture 23 103rd Ave. N.B. Urba Design Bellevue, BA 9M ' CL DATE, 6-13-1997 FU WAS onto*uhvg Pmniob 206•454•5723 cn"mtt M. oRAv% RD O►fOKM DM6 AS SHOWN Pow sooty Pme tr0• I REVI810N BY APPR. DATE APPROVM a or IRMA vow 8HUT+ x OF x 1.,. Y r 741 - , I , . " '_' v' ,. .. .. ,• 4*0� I. .f ,. a 4<s' �. - -� _�r . 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"' - . � I I ................ . . . ,{ .....:.....:...:.:...............'....................•...•'........... . •..................:....:'.:. •::..:..::':.:..:::- ':•.•.'.'.•.'.•. ':•:•.':•.•.:':•.•.':•:•:::•:•.'.•:'.':•:':•:':...: •.' •:•:':•:.:'::'.'f ::':'.• ... • •:..:•:•:.:• '.•:•:':'.':'.'.•:•:•:•:':'.':' .......... ................... ,':.'.'.:•.'.•.•.•.•.•.•.•:.•.•.•.'.'.•.'::.'.•.•.•.'.•.:•.'.:. '......•.•........•........................... ..................... iX ..... .. ...... ��-..1...•... ........ ............... i' ....'.......'.........................'... .,. %,4. --a �, ...: :: .::. : :::: • ::::..::':•:•.• '.-. .'.'.'...'..'.'.'.::........ , . __'.....'...... ......'.......'.......'..'.'. . ! _..............'.............'..•:.'.....•....•..'.'.'......•....:...':.'.':.•::.'.'.-...•.•.-.-..'.':-.':-..". . .. X. .. I 4 i ER I FIELD SOGG 360' x 210' ��)r___) PORTABLE TOILET ENCLOSURES A HA T BASKETBALL COURT I - I F .1 I i . PINE POLE AILING ROOTBALL - TRUNK PLAN 0� PINE POLE NOTE: PLANT TREES P HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 2" DIA. LODGEPOLE PINE STAKES - TYP. 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA BLACK RUBBER HOSE TYP. REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL 2" MULCH LAYER 3" WATER BASIN FINISH GRADE BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED WASHED GRAVEL WASHED GRAVEL SUMP TYPICAL DECIDUOUS TREE PLANTING NOT TO SCALE 2" BARK MULCH 2" WATER BAS'N PLANTING MIX utu — I KtY TYP. GROUND COVER PLANTING DETAIL 2 NOT TO SCALE GRNDCVRI d -A — REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL — 3" WATER BASIN — FINISH GRADE 2" MULCH LATER PLANTING MIX AS SPECIFIED BREAK 51DE5 AND BOTTOMS OF PLANTIWS PIT TO ALLOW FOR ROOT PENETRATION RECOMPAGTED NATIVE 501' TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE SHRUB-1 0---- PINE POLE TAILING ROOTBALL TRUNK - PINE POLE PLAN NOTE: PLANT TREES I" HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL BE NOT LESS THAN 2 TIMES ROOTBALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA. BLACK RUBBER HOSE TYP. 2" DIA. LODGEPOLE PINE STAKE - TYP REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL 2" DEPTH MULCH LAYER 3" WATERING BASIN FINISH GRADE BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED RECOMPACTED NATIVE SOIL ATYPICAL CONIFEROUS TREE PLANTING !!� NOT TO SCALE CON-TREI FINISI-+ GRADE QUARRY 5PALL5 5MOOTH FACE ROCKERY WALL UNDISTURBED NATIVE SOIL OR GONTROLLED BACKFILL FINISH GRADE I I 12" MIN. EMBEDMENT COMPACT SUBGRADE 6" PERFORATED PLASTIC 12" MINt DRAINPIPE. SLOPE TO DRAIN AROUND WALL. NOTES: 1. ROCKERIES HIGHER THAN 5' SHALL BE CONSTRUCTED OF GRADUATED SIZED ROCKS, 5-MAN TO 2-MAN BOTTOM TO TOP. ROCKERS OF 5' OR LOWER SHALL BE CONSTRUCTED OF 3-MAN TO 2-MAN BOTTOM TO TOP. 2. THE LONG DIMENSION OF ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY, 3. ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN LOWER TIER. 4. CALL FOR INSPECTION PRIOR TO BASE COURSE BEING PLACED. 5, DESICsN VARYING FROM THOSE INDICATED SHALL CARRY A SEAL OF A CIVIL ENGINEER EXPERIENCED IN SOIL MECHANICS. 6. BACKFILL WITH A MINIMUM OF ONE CUBIC FOOT OF 4%ro" QUARRY 5PALL FOR EACH FOOT OF HEIGHT AND LENGTH. TYPICAL ROCKERY 5 NOT TO SCALE ROCKERYI VARIES SEE PL,4N5 FOR D IMEN51ON5 o GROWN MEDIAN TO DRA W 2" 5,4RG MULCH 6" TOPSOIL PLANTING BED COMPACT SUBGRADE SECTION THROUGH MEDIAN VJ NOT TO SCALE MED-SEC1 PLANT SCHEDULE EXISTING DOUGLAS FIR EXISTING BLACK COTTONWOOD DECIDUOUS TREES • ACER RUBRUM "ARMSTRONG" ARMSTRONG RED MAPLE • ACER RUBRUM "FRANKSRED" RED SUNSET MAPLE O 0 FRAXINUS PENNSYLVANICA "PATMORE" PATMORE GREEN ASH EVERGREEN TREES THUJA PLICATA WESTERN RED CEDAR SHRUBS ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE EUONYMOUS KIAUTSCHOYIA MANHATTAN' COTONEASTER LACTEUS GROUNDCOVERS VINCA MINOR DWARF PERIWINKLE RUBUS CALYCINOIDES EVERGREEN BRAMBLE .;' SEED MIX TYPE 1 (LAWN) SEED MIX TYPE 2 (LOW -GROW EROSION CONTROL) SEED MIX TYPE 3 (BIOSWALE) 2" CAL., 12'-14' HT., B&B 2" CAL., 12'-14' HT., B&B 1-1/2" CAL., 10' -12' H T. , B&B 24"- 30" HT. & SPR., B&B OR CONTAINER 24"-30" HT. & SPR., B&B OR CONTAINER 30"-36" HT. & SPR., B&B OR CONTAINER FULL HEAD, BRANCHED AT 6'; WELL -BRANCHED, SYMMETRICAL FULL HEAD, BRANCHED AT 6';' WELL -BRANCHED, UNCUT LEADER FULL HEAD, BRANCHED AT 6'; WELL -BRANCHED, UNCUT LEADER FULLY BRANCHED TO 12" ABOVE GROUND NOT SHEARED, UNCUT LEADER FULL, DENSE FORM, HARDENED GROWTH FULL, DENSE FORM, HARDENED GROWTH FULL, DENSE FORM, HARDENED GROWTH 4" POT FULL; TRIANGULAR SPACING 18" O.C. 4" POT FULL; TRIANGULAR SPACING 18" O.C. SEED 100% PERENNIAL RYEGRASS: SEED 50% LOW -GROW PERENNIAL RYE 50% RED FESCUE SEED 80% TALL/MEADOW FESCUE 12% SEASIDE/CREEPING BENTGRASS 8% REDTOP NOTE: ALL GROUNDCOVER/SHRUB SPACING SHALL BE EQUIDISTANT LNLE55 OTHERWISE SPECIFIED DISTANCE ON CENTER AS SPECIFIED START FIRST ROW OF PLANTING AT 1/2 THE PERPENDICULAR SPACING BETWEEN ROWS EDGE OF PLANTING AREA QTY" 17 20 23 wl TRIANGULAR PLANT SPACING NOT TO SCALE JONGEJAN • GERRARD • McNEAL me Iwo B&vk R Ok P xl4k_= IZA TRIPLNTI JUN 10 1997 DEVEL,:IJAnENT PLANNING. C!T/ OF RENTON CITY OF RENTON DRPARThdFJVr OF PAR" AND R ICRRATION CEDAR RIVER REGIONAL PARK PLANT LIST AND DETAILS D003MM CL DATE: 6-13-1997 FU KUS *tpdtl n DanwK RD o+fOKM DM E AS SHOWN rao �oow PAM APPROVM s*T: X OR X SAI ECF_94-07y NOTE: CONTRACTOR TO PROVIDE PERMANENT LOCKING ASSEMBLY FOR BOTH GATE POSITIONS (OPEN AND CLOSED) VERIFY W/LAND. ARCH. PRIOR TO GATE ASSEMBLY. ALL COMPONENTS TO BE GALVANIZED, a &Xro WOOD POSTS GATE IN IN-U5E, OPEN P05TION 9 GATE IN NON-USE, OPEN POSITION 2X8 STRINGER 2X6 BAFFLE 2X4 NAILER ' LOCK HASP MITRE CORNERS, TYP. (SANI-CAN BY OTHERS) ' 2X6'6 2X4 NAILER 1/2"OX9" GALY. CARRIAGE BOLT W/FLAT WASHERS EA. SIDE. TYP. LOCK — HASP m cs� PLAN CHAIN LINK GATE, TYP. BOTH SIDES. GATE FRAME 2" O.D. HOT DIP GALV. PIPE - 2.12 LB'S/FT. CORNER FITTINGS HEAVY MALLEABLE CASTINGS 2X8 ROUGH SAWN STRINGER ROUTED LETTER SIGNS - ro" HT. HELVETICA MED. ROYAL BLUE 010421 2X8 CEDAR PLAQUE ATTACH WASHERS FROM INSIDE ENCLGSURE (4) PER SIGN, TYP. r-------- CoX(o ROUGH SAWN POST, TYP. 2 2" EXTEND AT Z CORNERS. TYP. Bill I 1 1 mm 2XC6: BAFFLE. TYP. U U owl RADE COMPACT EXIST. SUBG 12"X12'X36" CONC. FTG., TYP. 0 PROFILE 4" CONC. SLAB WTH &X6x10 GA. W.W.M. SANI-CAN ENCLOSURE DETAIL NOT TO SCALE �— POST STIRRUP BOWMAN BFB (o6, TYP. 1/2"0 GALY. BOLTS 0 '1' HT DUGOUT F AT BACK, TYP. • ro GAUGE NOTES: 1, ALL FABRIC ON LOWER 5' HT. PANAL5 SHALL BE 6 GAUGE. ALL OTHER FABRIC IS 9 GAUGE EXCEPT ABOVE WOOD BACKSTOP 2. ALL CHAINLINK FABRIC SHALL BE PLACED ON FIELD SIDE OF POSTS- 3. ALL VERTICAL POSTS ARE 10' ON CENTER EXCEPT AT GATE OPENINGS. BACKSTOP/WING FENCE NOT TO SCALE �t 8X8 WOOD POST ---` -- = -WWI -.:CITY OF RENT- �_: �n (oXro WOOD POSTS C FINISH GRADE - TYP. SIGN DETAIL NOT TO SCALE PROFILE I I -t FLAN cz"grin W. I0' - 0" FENCE 3" O.D. GAL V. STEEL PIPE 'm 519 LBS/LF ro'-O" FENCE 4'-0" FENCE 7'-0" FENCE 2) 3/5" O.D. GALY. STEEL PIPE SCHEDULE 40 AT OUTFIELD POSTS, 3" O.D. iALV. STEEL PIPE SCHED G0 AT DUGOUT POSTS SLOPE AWAY FROM '05T - TYP. ]NISH GRADE - TYP. :ONCRETE FOOTING ;OMPACT 5UBGRADE 'YP. TYPICAL LINE POST SETTING NOT TO SCALE EXTEND FENCE FABRIC MIN. &" BELOW 701= OF 2x10 BE- TWEEN RAIL AND 2x10. PLACE HOG RIN65 AT roll O.C., TYP. 5/1(o"x-l" CARRIAGE BOLTS 1 PER VERTICAL POST PER - BOARD. CENTER BOLT TO BOARD, HEAD TO INFIELD. CUT BOLT ENDS FLUSH, PEEN AND FILE 51"100TH. WOOD 2 BACKSTOP Z C.B. POST 12" 4" In 7T'FICAL PLAN AT CORNER = NO SCALE I �, PAVING E (o GAUGE CHAIN LINK FABRIC BACKSTOP POST CHAMFER 1"R 3/4" MARINE PLYWOOD ATTACH TO TIMBER WITH GALV- ANIZED SCREWS AND 1X4 SPACES AT 1' -0" O.G. ALONG OUTSIDE EDGE BACKSTOP PROTECTION PAD ATTACH TO PLY W/GALY. SCREWS ('1) 2x10x20'(" +/-) LONG PRESSURE TREATED TIMBER, SELECT STRUCTURAL 545,. INSTALL (2) VERTICAL SUPPORTS AT MIDPOINT BETWEEN POST5. CONCRETE EDGING CONT- INUOUS AT BACKSTOP AND WINGWALL5. CONSTRUCTION JOINTS 10' O.0 AT POSTS, TYP. SEE E L-3 (1) 2xrox20'(+/-) LONG PRESSURE TREATED TIMBER BASE COURSE. FINISH GRADE INFIELD (2) "4 REgAR, CONTINUOUS CONCRETE FOOTING NOTE: BOTTOM RAIL AT WOOD BACK- STOP NOT REQUIRED TYPICAL WOOD BACKSTOP NOT TO SCALE JONGEJAN • GERRARD • McNEAL ie�e}�n6d PA L&W 1e+o, I I n ilk+! ra ILL rmmbg s RECEIVE J UN 2 0 1997 OEVELOPMEN T PLANNING CITY OF RENTON 5'A,Q'.r- 9P•oiy 6 ♦ f r r � a i 'a«• r'"lilt � f,;: �F ♦ tr x r r '7 r fis' .a v1. r..�. t..tll.`.'q,. '3'�iL.« 1 �'.•�'-" �A• t , 1r t-`x�= t,' '3-� :}'LS �• .. �fi �. •'Z � _d + +s F A� k E gc r Tp ti 'hS t 'f w,♦ �J T'. .jqt•*' } �x �y. r i =r c Yi. r+ ,r `3s i 1' gr�a' . M1�!`�}` �° ' ��:: i � 5`'t s r r t1 t. `c� y! 4. �;.. � 4,r� •,�: o. r} ..�>`�'. r . �., p: R. fi 7p� f ter- M1. J • fit 4i^`.'' `k�"�n�,a:_`•�• ''. �`$' r a-N � L> +i w �q� ... .. "J4'�.. w�. V j'. .: �.". .': � ♦�.Y ✓. i .. a ..sy�x" ^4^~-�-c J��'w F S .. .. ..' '� 1✓f,•- ..i. r: i v X." S 9 , k, i 4W M n a s f � t f s ' '4" Washed Grovel CATCH B,4SIN PROTECTION N. T. S 0 a a T ry i' w u.1 Ui , t- Fobric Over Mesh w/ 112" rings EX/ST/NG GROUND 3 T 3 VAR/ES � -'---2" COMPOST TILLED 4.0 INTO 6" NATIVE SOIL TI?ATION SWAZE DETAIL (e__2 C1. J14" 0/A. 4" SMOOTH BAR \SP(OT WELDS PIPE 21 "' SECTION A A 12 in. minimum i Geo text/le Driveway Romp or Paved Surface 100 it. min/mum .''III j I Exlst/ng-IBM 25ft. Groun 4999 a min/mum Geotext//e Beneath Quarry Spol/s 4 /rn. to 8 /n. Ouarry Spolls -J 25 ft. Radius Plan Paved R. O. W. Culvert As Requ/red Paved R. O. W. Notes: 1. Pad shall be rerno ved and replaced when soil /s evident on the surface of the pad or as directed by the city c/eoring and grading lspector. 2. Pod thickness shall be increased if soil conditions dictate or per the direction of the city clearing and grad/ng Inspector. STABILIZED CONSTRUCTION f_NTRANCf_1r-`j- N. TS. c1. A 0 ` A ELEVATION ,?" PLAN REINFORCED EDGE z /A" Win FLARED END SECTION (WITH TRASH RACKS N,s c>. �'---T.= � .-.T_._�: - --.Tr---.sue _ .^•-•-- _ _ _ �-- �-._- i ~-. ? � {; '�.••r' �.-�a._. .� 90 i STORM DRAIN PROFILE H- I" V. 1" = 5' KING COUNTY NOTES ERO2ONfSE01MENTATI0N CONTROL NOTES 1. Approval of this erosion/sedimentation control (ESC)plan does not consfifufe an approval of permanent rood or droinoge design (e _q. size and location of roads, pipes, resfr/clors, channels, relenf/on foci/ifies, uf///f/es, etc.) 2. The /mplemenlal/on of these ESC plans and the construct/on, maintenance, replacement, and upgrading of these ESC foci/ifies is the responsibi/ify of the Contractor until all construction is approved. J The boundarles of the cleor/ng &nlfs shown on lh/s p/an shall be clearly flagged /n the field prlor To construct/on. During The conslrucflon per/od, no d/sfurbance beyond the flagged c/eanng l/m/ts shall be perm/tied. The f/ogq/ng shall be ma/nto/ned by the apokoa /contractor for The durot/on of consfrucfion. 4. The EX foc///ties shown on Thls plan must be constructed /n conjuncfion w/fh al/ c/eonng and grad/ng ocl/,I/&es, and /n such a manner os to ensure that sediment laden water does not enter the drainage system or v/o/ate applicable water standards (KCC 90402044 KCRS 7.06) 5. The ESC foc///l/es shown are The min/mum requ/remenfs for onf/c/pafed s/Te cond/f/ons. During the construct/on period, these ESC foc/lltles shall be upgraded (e.g. odd/tIona/ sumps, re%cot/on of d/lches and s//f fences, etc. as needed for unexpected storm events (KCC 9.04.090 62) 6. The EX foc/l/t/es sho/l be /nspecfed doily by the Contractor and moiWo/ned as necessary to ensure the/r continued funcf/on/ng (KCC 9.04.090 92) 7. Any area stripped of vegetal/on, /nc/uding roadway embankments, where no add/flan/ work is anticipated for a period of 15 days, shall be /mmed/ofe/, stab/llzed w/fh approved E50 methods (e.g. seeding, mulch/n , netting, eros/on blankets, etc.) (KCRS 7.06). 9 Any areas need/ng ESC, not requlh/ .q /mmed/afe oltenf/on, shall be addressed w/th/n /5 days. 9. The ESC foclllt/es on /nact/ve slfes shall be Inspected and malnfalned a min/mum of once o month or wdbl/ 49 hours follow/ng a storm event. 10. At no time shall more than / foot of sed/menl be allowed to accumulate wlfh/n a catch basin. All catch basins and conveyance lines shall be cleaned prior fo paving. The cleaning operat/on shall not flush sed/ment /odes water Into the downstreom system. 11. Sfob///zed construct/on entrances and wash pads sho// be Installed of the beginning of construct/on and ma/nfa/ved for the duration of the project. Additional measures may be requ/red to ensure that all paved areas are kept clean for the duration of the project (RCW 46.61.655). 12 Any permanent refenf/on/delenfion lac/liy used os o temporary seffl/ng bas/n shall be mod/fied w/fh The necessary' Bros/on control measures and shall provide adequate storage capoc/y If fhe permonent foc/llfy /s to fuacfioa u/fimole/v as on /nfi/traf/on or d/spers/on system, the foc//ify shall not be used as o temporary seftlmg bos/n. No underground delenf/on tanks or vaults shall be used OS o temporary sett//ng bosln. 13. Where seeding for temporary erosion control is required, fast germ/noting grasses shall be applied at on appropr/ote rote (e.g. annual or perenn/a/ rye applied of approx/mete/, 90 pounds per acre). 14. Where strow mulch for temporary Bros/on control /s requ/red, It shollbe applied of q min/mum lhickness of two inches P/PE NOTES 1. L CPS, smooth /nfenbr pipe and fi'ff/ngs shall be manufactured from high densify polyethylene resin which shall meet or exceed The requ/cements of Type 111, Category 4 or 5, Grode P33 or P34, C/ass C per ASTM 0 1249 /n odd/flan, the pipe shall comply w/fh oil mater/ol and sfiffness requ/remenfs of AASHTO M 294. 2. PVC pipe must be SGR 95 and meet fhe requ/remenfs of ASTM 0 3O4 and /s allowed ony for use In plvofe/y mo/ntalned drolnage systems. Allowable jo/nls- Ductile pipe joints shall be flanged restro/ned mechan/col LCPE smooth Infer/or pipe shall be jo/ved by splits. Filler Fobric Moler/ol- Bockfill Oil& to Anchor Bollorn of Filler Fobric (Nalive Malencl� 1 2 max If >2 i6 Ex/sl/ng Ground Min 2" By 4" Wood Posts Slondord or Geller. All., Slee/ Fence Posts 2" by 4" Wood Posts Slondord or Boller. AM- Slee/ Fence Posts Filler Fabric Bury Bottom of Filler tiloleriol in 6" by 6" Trench 5_1Z_ T FENCE 5 N. T S. C �• D NO. ORA/#A&_- NOTES 1. Proof of //obll/ty insurance shall be subm/Ned to the City of Revlon prior to the preconsfrucf/on meefing. 2. All pipe and appurtenances shall be laid on a proper/,prepared foundation /n accordance with W500T 7-02.3(1) This sho/l Include level/ng and compoct/ng the trench bottom, The top of The foundof/on material, and any requ/red pipe bedding, to a un/form grade so that the enl/re pipe is supported by a uniform/y dense uny/e/d/ng base. J Steel p/pe shall be go/von/zed and have asphalt treatment // or better Ins/de and outs/de (KCRS 7.03). 4. All drolnage structures, such as catch basins and monholes, not located wlth/n a fro✓eled roadway or sldewo/k shall have solld locking lids All drolnage structures cssoc/afed w/fh o permanent retention/delenf/on foc/lify shall have sold lock/ng /Ids (KCRS , 05) 5. All catch bas/n grates shall conform to KCRS draw/ng numbers 2-013, 015,, 01,6 which Includes fhe stomping "OUTFALL TO STREAM DUMP NO POLLUTANTS" and "PROPERTY OF THE CITY OF RENTON. 6. All driveway culverts located w/th/n C/Ty of Revlon right-of-way sho/l be of suffic%nf length fo prov/de a min/mum 1 slope from the edge of The dnivewoy to the bottom of the ditch. Culverts sho/l have beveled end sections to match the s/de slope (KCRS 7.03(L)). 7. Rock for erosion protection of roadway ditches, where requ/red, must be of sound quarry rock placed to a depth of 1 foot and must meet Me following spec/f/cal/ons• 4"-8" / 40q-709' passing, 2"-4" / 309'-409,' passing, and -2" / 109'-209 pass/ng. lasfollobba shall be /n occordonce w/fh KCRS Draw/ng No. 2-024. 8. 0ra/Wage outlets (stub -outs) shall be provided for each lad/v/dual /of, except for those /ofs approved for lnfillrol/on by the C/fy of Renton. Stub -outs shall conform to The following.- 0. Each out/et shall be SLRL?b/y located of the lowest e%vollon on the /ot so as to service a// f✓ture roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots su/table for fhe/r intended use. Each outlet shall hove free- f/owing, posit/ve droinoge to an approved sformwater conveyance system or to an approved ouffall location. A Outlets on etch lot shNI be /ocaled with a 5 foot high, 2" x 4" stoke marked "STorm" or "Drain" The stub -out sno/l extend above surface level, be v/s/b/e, and be secured to the slake. c. Pipe mofer/a/ sholl conform to underdra/n spec/f/cotlons /n KCRS 7.04 and, if non-melalllc, the pipe shall conla/n w/re or other acceptable defect/on features. d. 0ra/noge easements are requ/red for drolnage systems des/fined to convey flows Through individual lots. e. The opp//con /controcfor /s resoons/b/e for coord/nol/ng fhe localIons of a// stub -out conveyance llnes w/fh respect to The utllit/es (e.g power, gos, telephone, fe/ev&bn). f. All /nd/v/duaf stub -outs sholl be pr/vofey owned and mo/nta/ned by the lot owner GENERAL NOTES 1. All conslrucflon shall be /n accordance w/lh Me King County Code (KCC), 1993 Road Stan✓a,-ds (KCRS), and the C/y of Renton Couac/%s condlbons of prel/m/nory subd/v/slon appcovo/ /f shot/ be the sole responsib/l/ty of The oppl/cant and the professional c/vll engineer to correct ony error, omission, or vai/af/on from the above requ/remenfs found /n these plans All corrections shall be of no odd/trams/ cost or hobiiify to fhe C/ty of Renlon. 2. The design elements wlfh/n These plans hove been rev/ewed occord/ng to fhe Renton Eng/neer/ng Review checklist. Some elements may have been over -looked or missed by fhe Renton plan rev/ewer Any vorlonce from odopled standards /s not allowed unless specificaly approved by the City of Renton pr/or to construct/on. 3. Approrol of this rood, grading, and droinoge plan does not coast/fufe on approval of ony other consfrucfion (e.gdomestic wafer conveyance, sewer conveyance, gas, electric% efc.� 4. Before any consfrucfion or development activity, o preconsfrucfion meeting must be held between Me C/ty of Renton /nspecfion Un/f, the App/lca4t, and The Appllcont's Construct/on Representative. 5. A copy of these approved plans must be on the job s/Te whenever construct/on /s /n progl-ess. 6. Construction noise sholl be l/m/fed per KCC, Secf/on 12. t58, cond/fionol use perm/f or other C/fy of Renton requ/remenfs, whichever /s most resfr/cf/ve. 7. if shall be the Contractor's respons/bll/fy to oblo/n all construct/on easements necessary before in/floting off -site work w/fh/n /be rood right -of --way. 9 Franchlsed ut/l/f/es or other Installations that ore not shown on These opproved plans shall not be constructed unless an opproved set of plans that meet all requl?ements of KCRS Chapter 9 ore submitted to the Renton 0eve/opment Inspect/on Unif 9 days pr/or to construct/on. 9. 0atum sholl be KC4S unless bfherwrse opproved by The City of Revlon. 10. G'ioundwater system consbuct/on shall be w/fh/n a r/ghf-of-way or oppropr/ofe drolnage easement, RECEIVED but not untemeolh the roadway section. All grouncwoter systems must be consfructed in accordance w/fh Secl/on 91 3. 02 of fhe APWA Slondord Spec/f/col/ons. 1997 2,. 11. All ufil/ty Imches shall be backflled and compocfed to 957 dens/ty. DEVELOPMENT PLANNINC, CITY OF RETITON 12. All roadway subgrade shall be backflled and compocfed to 95� densify, per WSDOT 2-06.3. 13. Open culthn of exi;f/ng roadways /s not allowed unless spec/Tirol/, opproved by the Cify of Renton and ?Rol noted on fh'se approved plans. Any open cut shall be restored /n accordance with KCRS 8.03 (B� Tf WAS 14. The coolrodar sholl be resoons/b/e for prov/d/ng adequate safeguards, safety devices, protect/ve equipment; f/o99ers, and any other needed ocl/ons to protect the /lfe, health, and safety of the pub//c, and fo protect property in coanecl/on with the performonce of work covered by the `1.40 contractor Any work w/thin the travelled right -of --way that might /nterrup1 normal 1/ fi flow sho/l �; "a require of /e sf one flogger for each lane of Traffic affected. All secf/ons of The W500T Standard 47 - - �; -" Spec/ficoflons 1-0723, Traffic Control, shall apply. 11 ' 7 fo REVISION 8Y w ;R. 1 DATE CITY OF RENTON DEPARTMENT OF PARKS AND RECREATIOti CEi:)An aI'VE: , REGIONAL PAR DESIGNED. DL DATER FILE NAME. DRAWN, DL cHECICED. PP , SCALE, AS SHOWN i FZLD fil"'K, PAO& APPROVED. r_ � � i SHEET. C1.0 OF. 4 "IT q } l� - k" X 86 1 + 44, r C .. ",-One, � \ ' fit. *, d " i,?`x;h Y�'t. yt,' ,. a. ,•�, 5 \ x' \ X\ X INPNL 4TION POND N WETLAND BUF E � \ , � / , x SEE GRADING PLAN 6 L. F., 15 C,4 ¢.�s u' ,DNS` . tk C i �/ / � • IF d _ _. `• OUTLET P TE'CTION \ 3 154 L.F. s=0.O 1 —� B/0F/L TRATION SWALE a �>t. s y I OUTLET PROTECT/ON-� *'t X C�p� r X 04 d N.f+. of �. X .. � ate' �M � �d� ' �"-- //• '`�\ ZL ,k I IN TAL THROUGH —CURB /NLET CO. STD. DWG. 016 AND 2-017 z � I . WITH MARD GRATE �t fir:; <, Viz, • X P& G. NO. 2-013 •, � , �, I � Rl 1 .00 /. E. 188.00 a I a ' � r \ 8 .-- r71ci N t.... ;�.r 7�sf.�'i.... w. r.."i.� .i ... — 1 �— — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — �. —. .— — — — — — — — — w X 90 i F if :J uiAl ril i• �\ tt�" Aid • y � X---X —X fX--lX . 92 3 O IiII�II�I'IiIIIIIIII'iI SELF CRAOINC PLAN FOR � PARKING LOT CRADLES I I I I I I. I I I I I n I I I I 0 mollowl solemn 9 L RE1 UMN E'CEITiE -ju.N 2 U 1997 DEVELOPMENT PLANNING CITY OF RENTON 5ii mo • -rwu r E.P.hc.S a/O pL tF7 CITY OF RENTON G 4 DEPARTMENT OF PARKS AND RECREATION CEI]AR RIVER REGIONS ^Ar �} L PARK DRI AINAGE FLAN DESIafID. OL DATE. 6-13.1997 FM NAM DRAMIfIL DL ' ca}+Ecx�DPP ALL 19 ■ 30' Aao PooK. PAM BY AM. I DATE AMOYEDM [ $T� nns c smmTt C1.1 OF, 4