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HomeMy WebLinkAboutLarge FormatIt _� 2 1 PLANT LIST BOTANICAL / COMMON CONDITION + Acer Rubrum ' Red Sunset ' / Red Sunset Maple, 2" cal., B$ B Prunus cerasifera 'Newport ' /Newport Flowering Plum 1-5/4"-2' cal. BBB a Garpinus betulus ' Fostigiato ' / Hornbeam, 2" cal. B$B (D Acer Palmotum / Oreen Japanese Maple Maple 7', 5 cane min. 5$E3 0 Rhododendron Vulcan, 2-7" minimum * Escalionia ' Apple blossom / Apple Blossom Escollonio, 5 gallon, 24" minimum, full $ bushy © Prunus L. ' Otto Luyken ' / Otto Luyken Laurel 21" min. Lovendulo A. ' Hidcote '/ Hidcote Lavender, 1. gallon V M, Arctostaphylos uvo-ursi / kinnickinnik 4" pots 24" O.G. Juniperus H. ' W iltonli ' / Blue Rug Juniper, I gallon 56" O.G. Planting be 2" mulch s 1 2 acing / distance GROUND COVER SPACING DETAIL No Scale- Triangular Spacing . •t i 2 z „ :=r: t r..4 F ,: ,.:it, :V 2 .,, . - 4,: F -'ac;< ', ( -,,- Plant twice ba I I 'rune diseased and ;roken branches 6 gauge steel wire :hrough clear vinyl lose'baloN first crotch 2x2 wooden stakes securely driven into around. 5tain brawn. dater basin with 2" mulch )nglazed planting pit Wff ace /2 topsoil, 1/2 native loll, ,4ater thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No scale SHRUB PLANTING DETAIL No Scale NOTES I. 5ubgrodes, Including berms, to within 1/I0th foot provided by General Contractor unless otherwlee noted. Prune diseased and 2, 5ubgrode shall be scarified or rototilled if conditions broken branches reclulre. Water basin with 5. 4" depth 5-way topsoil or equal in all planting areas. 2" mulch 2" acted to�ploll ` . 2" depth fine grade bark mulch in all planting beds. watXr thorou9hI�, 5. All plant material shall be healthy, full and conform to USA fertilize as recLd standard nursery stock, latest edition. Plantingq hole min, 6. Plant material or size or kind not available may be twice 15-fze of root ball substituted only with approval of Landscape Architect or Owner. ?. All mass plantings shall have triangular spacing. 8. shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. Q. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. 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F '� . ,,; ,,; :. :: -: ,::X. ; ! , : ' i } - '-,..:.. r. �. i t i L :: . „ f., ,: :.f., i;' 2• *' i} f 'f ;,fr UJ K 2, • �h t <.` . ,ti. 2 i ;,, 3 t> f . `-.fi-ff t i `) b �, . i t i : , t. i , , , r r : _ .. ...................... t . r : J • i ` i �� f'`f` POLDER POLE LOCATION :'...<,:„`12x.. � � '♦..� �. .�. -r . -- t.-y. :`' r f::. ;. :, .: r. ..........�.......... "................... v q if :' , a ., s, ,2 .. .,�-.- " ...< . tL \i , ,}} ,,. - ---- I .h; h� _.......r- ... .'...♦, 2 .t ,4 m .- .. ...._..- .-.._....--..-. N MN „_..2... ' „....� AREA TO BE .. _...-...:::.::. w......".-...: ..„_.....-_.... ,......,.....-... w..... I .............. " M ...:_..... _..... �.-..t�..._,-._.....w.....v..... ..._„ CHAIN LINK FEN 3a.� ,�. _......._CE ....„ --:- , _. �............�... „w........Z,._... :...... ...:1'-`,.,..,_ , .-_..,, �' FRONT YARD LANID5GAi=1NG Mara) �" 'a ,r .,v =av V aC ,VN\\V?YN aT�AkOv . ,v#�yaat, 1,03(o FEET (10 FEET) 101360 5F 162 FEET (10 FEET) = 1,620 5F TOTAL = 11,980 5F PARKING LANDSCAPING 35 SF PER STALL X 510 STALLS = 11,850 5F 2 is NATIVE PLANT ;REQU 1 REMENT 29&,940 5F 51TE X 290 = 5,939 5F 1405 i, .... NELU RETAINING WALL LAND6CAFE PLAN SCALE: I° = 30' NORTH 0 15' 30, 60' BUILDING A :: . r::- i - r,:, ::--,.'X,.* � � .. ..........., ,_,_....... r h „-.\ _,✓ �w III `._.............. f ................. .1 :.{ -di 11`;f .............. ..E I f;is ..:.................... 11 11 ---- - - , -.-.-.---., .1 �- - �--,,,--- , .... . . .."........., -6 :C .,, , .... Mwo C .... _ C �=c c,�` • {,,........... i i } , ALT. PROPOSED POLDER POLE LOCATION :: " •- ,. , _ • .v._...- :............. ..�,...,w - PROPOSED R.O.W. DEVELOPMENT PLANNlNv% 011Y 0r RENTON OCT -- 1 2007 %6'd"EIVED STATE OF WASHINGTON MAIN STREETDESIGN LANDSCAPE REGISTERED ARCHITECT LANDSCAPE ARCHITECTURE 611 Main St, Suite F (425) 771-4809 KEN LONEY Edmonds, WA 98020 (425) 771-5728 Fax CERTIFICATE No. 363 IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI F 30 H 0 Q -6 -U U RAINBIRD 1500 MPR 12' SERIES 4" LAWN POP-UP, 6" G.G. 12' 1.50H 50 `b ?6 N RAINBIRD 1500 MPR 10' SERIES 4" LAWN POP-UP, 6" G.G. 10' 0.7gH 50 3 RAINB1FZD 1800 MPR V SERIES 4" LAWN POP-UP, (6" G.G. 8' 0.52H 50 © RAINE31RD 1500 MPR SIDE STRIP 4" LAWN POP-UP, b" G.G. g'XIS' 1.175 50 0 RAINBIRD 1500 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. 4'X50' 121 50 0 RAINBIRD ISOO MPR END 5TRIP 4" LAWN POP-UP, 6" G.G. 4'XI5' 0.61 50 y RAINBIRD PEB SERIES PLASTID VALVES NOTE CONFIRM LOCATION OF EXISTING IRRIGATION CONTROLLER VALVES, MAINLINE. INTENT 15 TO RE USE EXI5TIN6 SYSTEM WHERE FEASIBLE. I STATION �GPM 1-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC, CLASS 200 W SLEEVIN6, PVC CLASS 200 • CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER I-RE55URE AT P.D.G. o ALL VALVE5 IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'5 5PE65. o PRE55URE TEST BEFORE BACKFILLING. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTIC,ES. Finished grade ___. 5e rar del she Lai act backfill, :IIF I love rocks, _liiIu i=l LI Ill xis and ;�� irp objects �il=ii � .�•.. • •:I 111---i11-111= ��Tl!Eil. Closs 200 _ ;erol 1p ... PVC Gloss 200 Mainline Valve Wires TRENCHING DETAIL No Scene �,_n 0- SVv G Dy VVAY h grade/ Top of mulch -Up sprayy sprinkler iastic MPR nozzle nch male NPTx .4,40 Inch 7 ElboN tipple or Funny Pipe Schedule 40 Tee or Ell 1/2-Inch male NPT x .4010 Inch Barb ElboH PVC, Lateral Pipe Select backfI] remove rocks, debris and sharp objects PVC Glass 200 sleeving twice size of pipe Lateral or - Mainiine SLEEVING DETAIL No Scale NEW RETAININS WALL IR,2IG;ATI0N PLAN scare: i^ : nm' NORTH 0 15' 30, (00' F'ROP05E ID R.O.W. LINK FENCE UEVEL OPMEW PLANNING Cn-Y OF REn! 170iNl OCT - 1 2007 RECEIVED STATE OF WASHINGTON MAIN STREET DESIGN REGISTERED LANDSCAPE ARCHITECT LANDSCAPE ARCHITECTURE 611 Main St. Suite F (425) 771-4809 KEN LONEY Edmonds, WA 98020 (425) 771-5728 Fax CERTIFICATE No. 363 L ��Q r v O N Q M C — O O ) 0 o ° 'v U ( v Q 'v �IT^ LU 1 T-� LLI LO L N LO N M cD 0 N to W 4 0 1- Q -- N N . _. EJ 0 00 M !U � cn co a a 3.1 U ~ LT W W w In ZJ J � o .� --L w - = w o in f W v w Y Q Z Q E3 Z Q Q --� M J Q ..' sheet ly U i FfRONT 1"AfR�) 4N1� �C f NCB 1103(o FEET (10 FEET) = 10,3(00 5F 200 FEET (10 FEET) = 2/000 SF TOTAL = 12,3&0 5F f AR<NGT COUNT 1=A1RKING LAND&CAFING C01„I1=ACT STALLS r� IN. 8.5' x 1(o' = 19( C 34510 51TE FLAN 35 5F FEE STALL X 582 STALLS = 20/310 SF 1„1AX. ALLOLUED fE1P CODE = 30% f (iPr�rfr\T! r0 2°ro P( N,4T1� i�L�NT i� OUf}� 1�1 NT FULL SIZE 5T,4LL5 1"11N 9' x 20' 380 , �3 yO f„ , ,;�, 319,24E JF SITE X 2 �o = ,385 JF 0 20 40 80 120 �,�,j EXISTING NONFUNCTIONAL STALLS = � OCT . 2007 TOTAL REOUI1RED = 3e 115 SF TOTAL SHOWN = 4c3, 911 �� TOTAL 51-�OUJN 582 �"= 40' NORTH �a ZONE - CO : : }, 0 0 .. : -i: a FENCE ENCRoACHMENT c C .. :.:-.:......:..::.. :.,- wr - . :• :.. -.... :.... ::.• 20• • 2 APPROXIMATE LIMITS OF FLOOD ZONE •-'�'= � �' - ..:. :..: AE REFERENCE F ,- ..:: � :::: ._- : .. .........• ROM FEMA MAP N0. : -•� - 53033C0978 F 5 16 19 :. :.- :;:.: :.,.. ::..: ::• c ; mY ct :. .::.... ..: .r c •• :... _. c: ,.. ol , FROND" 'rAfR[) LANlDSCAf=INr-;; 1,03(o FEET (10 FEET) a 10,3(00 5F 200 FEET (10 FEET) m 2,000 eF TOTAL = 12,3(00 5F FA INT COUNT i=,41�1GING LAN ,5CAFING - COMI=ACT eTALLS M� IN. 8.' x 1(o' a 200 SITE FLAN 3� SF FEE STALL X (oOO STALLS - 21 /000 eF 2510 NATIVE FLANT 1REOU11 VIEN l" = 40'-0„ 31g,2�8 Sl✓ SITE X 2% _ �,38� 51= FULL SlzE S�"ALLS 1„1fN 9 x 20 = 394 0 20' 40' 80' 120' EXISTING NONFUNCTIONAL eTALLS = (o TOTAL1�0�11�� = 3�,i SOIL SO�UN =3,��0 S 1"=40' NOR7Nif�d`+/1rj,, TOTAL eHO�UN (000 � TOT0? ZONE = CO 5'7 1 1 T E4..+ 4Aq � i Y SITE AREA - 319,329 S.F. EX15TING E3UILDING AREA, QUEST 5LIDC-i. 101209 S.F. FIRST FLOOR (FOOTf=RINT) 1(0,208 5.1=. 5ECONF,) FLOOD' 32,312 S.F. TOTAL 3/1000 NET PARKING = 9l STALLS WITH 101 SHOWN EAST 8L1DC�. 154,13(o 5.F, FIRST FLOOR (FOOTPRiNT) 52,(o5(o S.F. SECONID FLOOR 101/392 S.F. TOTAL 3/1000 NET FARING = 323 STALLS WITH 309 SHOWN TOTAL 5UILEDINC:� AREA FOOTFRINT = 10,94E� 5.1=, FERCENT4GE OF COVEF,,4C;E = 22.2°ro f',4fRKINC� REOU11;PED 3/1000 NET =,420 RE(; U RED FRONT *T"ARD LANDSCAPING 1103(o FEET (10 FEET) = 10,3(00 5F 1(o2 FEET (10 FEES) = 1,620 5F TOTAL = 11,980 SF f=ARCING L,4NDSCAi=INCs 3E� SF f=ER STALL X 510 STALLS = ITE60 S1= 2 io NATIVE PLANT REQU I REl'-LENT 29(o,9-40 SF 51TE X 2 /o ,939 5F TOTAL REQUIRED 3E/I(oe 5F ,BONE - CO PARI<fNG COUNT" COlIFACT STALLS MIN. 8.5' x 1(o' = 1.49 FULL SIZE STALLS MIN 9' x 20' 3roO EXISTING NONFUNCTIONAL STALLS = 1 TOTAL SHOWN E� 10 TOTAL SHOWN = 46,598 5F SITE FLAN 0 20' 40' 80' 120' 1 "= 40' cr .Y f=k GE 2 f=EfR 11T Plant twice ba I I G 'rune diseased and 7roken branches 6 gauge steel wire through clear vinyl lose T�elow first crotch 2x2 wooden stakes securely driven Into ?round. 5tain brown. dater basin with 2" mulch )naalazed planting pit surface /2 topsoil, 1/2 native soil, Hater thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale brune diseased and basin'1---'roken branches Hater 2" mulch oom ,soil fertilize as recid PlantInq hole min. — ................. root .. SHRUB PLANTING DETAIL No Scale NOTES I. 5ubgrades, Including berms, to within 1/I0th foot provided by General Contractor unless otherwise noted. 2. 5ubgrade shall be scarified or rototilled if conditions require. 5. 4" depth 5-way topsoll or equal in all planting areas. 4. 2" depth fine grade bark mulch In all planting beds. 5. All plant material shall be healthy, full and conform to U5A standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be Inspected to Insure proper drainage. q. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. a" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final Inspection and acceptance by Owner. PLANT LIST BOTANICAL / COMMON Lai LAWN / PLANTING BED DETAIL No Scale Planting be 2" mulch 1/2 spacing distance GROUND COVER SPACING DETAIL No Scale- Triangular spacing Acer Rubrum ' Red Sunset ' / Red Sunset Maple, 2" cal. 545 Acer circinatum / Vine Maple '7', 5 cane min. 'B$ B Pseudotsugo Menziesii / Douglas Fir, b' minimum, B$B Myrica Galifornico / Pacific Wax Myrtle, 5 gallon Rhododendron Gornus v. sericea / Redtwig Dogwood, 2 gallon Mahon is ARv i If o I ium / Oregon Orape, 2 gallon Ro5anutkano / Nootka rose, 2 gallon �O:❖:•"❖3:� bed FRONT YARD LANDSCAPING 1,036 FEET (10 FEET) _ 200 FEET (10 FEET) _ 10,360 SF 2,000 SF TOTAL = 12, 360 SF PARKING LANDSCAPING 35 SF PER STALL X 600 STALLS = 21,000 SF 2% NATIVE PLANT REQUIREMENT 319,248 SF SITE X 2% 62385 SF REQUIRED TOTAL REQUIRED. _ ZONE CO 39, 745 SF TOTAL SHOWN = 43,760 SF NORTH TOTAL SHOWN = 6393 SF LANDSCAPE PLAN SCALE: , = 20 FI-F-L---J 0' 10' 20' 40' MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 271 Madison Ave. S. (206) 780-0146 Bainbridge Is., WA 98110 (206) 780-0196 Fax 0L:VCj OP STATE OF WASHINGTON REGISTERED "4%r LANDSCAPE ARCHITECT KEN LONEY CERTIFICATE No. 363 In grade/ Top of mulch -Up spray sprinkler lastic MPR nozzle nch male NPTx .410 Inch Elbow tipple or Funny Pipe Schedule 40 Tee or Ell nch male NPT x .4�10 Inch � Elbow rvv Lateral Pipe POP-UP SPRAY SPRINKLER No Scale Select bockfill remove rocks, debris and sharp objects - . •-iil�-�Ji::::iil ° IlJ d) PVC Glass 200 sieeving twice size of pipe Lateral or - Mainline SLEEMNG DETAIL No Scale Height above rode determined in Meld. Black pipe only. b spray head h grade dipple 100 Mariex Ells = 21 .3 2 - Schedule 40 Tee or Ell ./C N =18.2 Glass 200 Lateral Pipe DOUBLE SWING JOINT No Scale Finished grade J.i=1 I N 11=t 1 � • . , Select backfili,-l€I remove rocks, debris and II 11 i- 4 111 . sharp objects -L�1 ` 111-II .�'•. 'IIIIi PVC, Glass 200 1= 1 Lateral PVG Glass 200 ZOO. .4— Mainline Valve Wires TRENCHING DETAIL No Scale Pressure Reducing Valve, if required Gate Valve Oulck Gou ler Valve Master Valve, if required for winter-pblowout PVC Mainline \ �-- Double Check Valve \� Stub out from Domestic Meter, or separate Irrigation meter POINT OF CONNECTION No Scale IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI O _0 I) RAINBIRD 5500 SERIES 4" LAWN POP-UP, 6" O.G. 2'7' I.6q 55 Qo RAINE3IRD 1500 MPR 12' SERIES 4" LAWN POP-UP, 6" C.C. 8' 0.52H 30 A RAINBIRD PEB 5ERIE5 PLASTIC VALVP-5 STATION 27 C-7PM MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC CLASS 200 5LEEVING, PVC, CLASS 200 O CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'GAR5ON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BACKFILLING. a PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. �=12.32' C E=4.17 � C S= 4. 27 r` 1 n / ....-. A 0 r7 NORTH IR1RIC;ATI0N FLAN SCALE: 1" = 20' GAT I ON 5Y5TEM CONNECT TO EX15TING IRRIGATiON 5Y5TEM FOUND 1 /2" IRON SD r OCT x3 STATE OF �$ WASHINGTON MAIN STREETDESIGN REGISTERED LANDSCAPE ARCHITECT LANDSCAPE ARCHITECTURE 611 Main St. Suite F (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax CERTIFICATE aN No. 363 EROSION CONT OL NOTES TEMPORARY 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE —CONSTRUCTION' EROSION SEDIMENTATION CONTROL PLAN MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON A PORTION OF THE NORTHEAST QUARTER OF SECTION 24, THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 1''40' TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M 0 20 40 so CITY OF RENTON, KING COUNTY, WA 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AN13'• RECORD LEGAL DESCRIPTION: RESPONSIBILITY OF THE "PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY ESE - J""''/f•.}'} " ` CREATED BY HIS ACTIVITIES•. AND TO PROVIDE ADDIT;QId',4�''fA�ILITIES, OVER AND ABOVE 3.,. , ;. LOT B: � ,,,,,, „J„J,,,/,J f::,> •;; ' MINIMUM REQUIREMENTS, A: MAY BE NEEDED TO fctt;°;1jly PROPERTIES AND WATER LOT B OF CITY OF RENTON LOT LINE ADJUSTMENT No. LND-30-0328, ry / QUALITY OF THE RECEIVING DRAINAGE SYSTEM. '"" � • • ""`• • " •" `• +'•' - AS RECORDED UNDER RECORDING No. 20070423900013, RECORDS OF , ', ... KING COUNTY WASHINGTON. � '- ,JJ;'='//�y'y '5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DQ�� NOT � r rr' � CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF-;:f?j�'£S, N �'" „ " • AREA TABLE. RESTRICTORS CHANNELS OR RETEfJTION FACILITIES. -�}3"�. s f /' N/•' i %.},• L07 A: 185,633.9 sq. ft., (4,262 ACRES t) „N" / •r, - / 6. DURING THE TIME PERIOD OF NOVEMBFR 1 THROUGH MARCH 31, ALL PROJECT DISTURBED LOT B: 133,362.E sq. ft. (3.070 ACRES SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED 1OF MORE THAN TOTAL: f 7 A f „ '"' ,N"';/==��'" Jy"J �%:y-'"•"N"'"--"� 0 L: 319.362.E sq, t. (.322 ACRES 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. " ,"'' //fJ//' ''it •is N"""' '� ,r'"' ,/,iid�iii l ,/f4sS% !;;'f „�/'::,,,,' , r FURTHER WORK y,,, " " " J,///1/ ., �::;:.";%:• ,"J,�/ 7. IN ANY AREA WHICH HAS BEEN STRIPPED •bF VEGETATION AND WHERE NO ESTIMATED EARTHWORK: PERIOD OF 30 DAYS 'OR MORE ALL DISTURBED AREAS MUST BE .N'' /y ., t%= ,- `• IS ANTICIPATED FOR A PER %. _ 3 ''',,,J J;t�; 'f�'`%"' ' " IMMEDIATELY STABILIZED WITH MULCHING, GRASS Y PLANTING OR OTHER APPROVED EROSION CUT: 110 c " -"-' •'• /y„/ •; ,iii%iii/ r.r'{;'' jfj:%i;�'}i"'`f" ;J.. � ") j N"„ /;" i TI GRASS SE)=DING CONTROL TREATMENT APPLICABLE TO THE TIME •+OF YEAR IN QUESTION. G • `"" •"' , f FILL: 480 C ,,/J /� ,N''' ,.,'-- �" „/:.:'. N,,,"' ALONG WILL BE ACCEPTABLE ONLY DURING THE 'Cut.ONTHS OF APRIL THROUGH SEPTEMBER � Y W� ,- - • '' " I l fit • 5: / ., ? � i INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WF11rNEVER IT IS IN THE INTEREST £OF THE -N- ,,,/f/" N ,Nr'' • .29 3 -'r .,--- �" 3 ��/ ,' � � ..... , 1 _ 1/ "/�i% "- 1,'r //�;,'ii/% �7 ,iJ/// .,, /yN„r,, t• i PERMITTEE, AUGMENTED WITH MULCHI• G NETTING OR OTHER TREAT ENT N-- //f P,r'""" �' ;/, `3, a ;;% /<;�>.: ? BUT MUST BEN, , � 1 vII / -: - ff'�;;:�i,,•�;, r ;,' ;/f ..,..._..... /% ,:iss;3,lj/,iii, . ,�/ , �,,,, •i ,i{'�jri'•i;{ i,`• iii ii:i /iiiiiii ,5 ?..,,, APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. # I y///// ,,/r' o� ',,,�:'N 'J"'"" y;'"' } ", •; •5 `i �'?;" ��%if�• !' ,. Fr, ♦ f� L N,' '' G 1 ,N'' y1/ � „/„'" '�1!:�}•f , ( '4, ',,r ✓ f/l�: ,//iii/ j/ /�OK,7,Nr, �i:J ,r„ icy/��"ter" f ->yfs 3 � ,'i '•. `'i' ,.v „<iiJinuf 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WH�1�E THE DEAD STORAGE DEPTH r � F FEET Hi H IS REQUIRED, WITH 3:1 SIDE SCOPES. „�'' ''�" �,�%�.�'-:;===''' "�� ,/y��'i. 1% " f' is i}%''.,"-r' _,.,,, � s EXCEEDS 6 INCHES, A FENCE, A MINIMUM 0 3 EE C Q ,/ /-{.=`;/ ,, ,,` f , �'_, 'r ............. I 1r" s� i,. ,.•' /i:'srri ''y t ..,/' .,'' 'iN/ .,Jii 1i// i ,'ir � r:j' ,ii N:"fi/•,}%' t:: {r.3.`s.i t! / .y,'. t i/=•: r// ,l':fs{""" ,r A CONSTRUCTION ENTRANCE 24 50 8 OF 4 TO 6 INCH QUARRY; ,/ 9. TEMPORARY GRAVEL CO �;;�., /� --;y/ /, ,�: Nl • l . ,, j1 , F HI R I ESS AND EGRESS TO THE " SPACES SHALL BE LOCATED AT ALL POINTS 0 VE CULA N R ', .r/, �/ s^ ,N'yr:.,' ,r i 1/! •••? ,. ,: ..,%. 'i j � 3.." , d ,,i , b , //', ' "�1 ", ,N, 1i;,', ,,• ,- ? /i/ t? ,i,%.' f�+, : '7•;: •: e,,{n,%s ' ! • t d'" CONSTRUCTION SITE. •? s 3'7 / 's 5 P { s: f,,... ..si. /i %" ,_, „ /. , f1''�/ /� �:'s , „sf,' 3 st .f?n ''' ' 'ii'� ; •?;/yJr' ,3 ' /r/ "? � � ,. L. ;S • ., ,. 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IIf ............. ,. • ., ., } %'' 80th AVE S —OAKS &OAK »..,..,.,,...«..,.,.,..,. ;,,+,. 3.+ ` •% 4 DALE SDALE AVE SW .....,.,.".,._.»,,,,..,....,« ..............»,....,.,. »•"' f;;fife%• „ , VAC. .,.»_. i ! a ORD. 477 ... !•. 1s;: � 5,.,,,_,»,,,,,,,,,,,,,.,...,.....,,,........, .,f=s ?./rs,i''• ',,. f ski+r:y,,; r• /j .«_.«'< _.,»,,,,,,,,, ,,,,,,,,,,,».,,.,.,., .,,_,,,.,,_,._,,,,,.",,.,» %! /.'' ✓ t7.it „ .' • ,,,,,,,,,,,,,,,,,,,,' :f,'.'t.i%.3 ,..?$�s3•s'I' is:a3'•/+�:r:::: :"f„ t!?3%y' /,f•t;sajf:"' „ y-r .i }..f �1j f S/ +% £!': ., -, " „ £ • ,,,_,_,,,,,f !+ ;�;�/•;•'t/'•',i` 7�': :, fy, :5 i. , f-, .,1: ;)% ;'%i'/"/.� "'?t ii%}�1 ,r " " "• y s 3 1 #f•%ssi sh3 :,i r „i+a.i ., ,,.'3f,re:t+t •, e'' ./. ._, r ,..' .,.. ;f 1, t CfIyOFfr. AIAli 1o, OctPI � Poo? O C o O•Vf z O Oz z W 1— C w a v Y U O m O _ ft a>, w 0 0 Z A, W z I- W Q A I�e— O (L z O i— U z ® z W L O LL � N yea �Gt 0 O Q' h , d V) LLI Ly 1 b! S P� IL 0 � o � O V Q U •L �33 � Z v� x° > n v v ro ar a� C O+ c �c 0 3 v •{!1 N 0 a N L t O 0 0 0 Q I^ V I _w 2 Ca U f— _ Z NN zI..t� O z w V in J tL LI..I Q X F— z Q Z � z w w N do Z Q O N Z_ 00 0w > OOj CO 00 Q LIJ zw L0 L0 Z L0 L0 w N Z N N uV) T W e Jv COpy Z W N O L N O V) T 1" -------- -- - -- - - ---- -------- - - RECORD LEGAL DF-SCRIPTION: COVER SHEET ��� •.. � . "� ���•:,•• "- '. ' .: �:�x.: :. LOT Aa e% rwm —30 .. 0328, LOT A OF CITY OF RENTON LOT UN.0 ADJUSTMENT No. LND ND AS RECORDED UNDER RECORDING No. 20070423900013, RECORDS %int OF KING COUNTY, WASHINGTON. Q L I ;9 LOT B: LOT 8 OF CITY OF RENTON LOT LINE ADJUSTMENT No. LND-30-0328, 0 20 40 80 `,� ...: -' i Y ; .i , �_ :: ;f r ?�:.. ...�•.-: AS RECORDED UNDER RECORDING No. 20070423900013, RECORDS OF mmmal 2 g 3,4 �-A 51 L\00\1 KING COUNTY, WASHINGTON. 0. DATUM: CITY OF RENTON SW /in HORIZONTAL-NAD 1983y;u I Sw VERTICAL--NAVD 1988 ru .4� J- AREA TABLE: LOT A.- 185,633.9 sq. ft. (4.262 ACRES 1:) PROEQSEQ PARKING AQ EXISTING PARKING LOT DITION 7�` LOT 11- 133,362-6 sq. ft (&070 ACRES TOTAL 319.362.6 sq. ft. (7,322 ACRES 2,0' z VICINITY MAP REMOVE CREATE 1-1/2- ASPHALT EX. EXTRUDED BERM TO ROUTE RUNOFF ESTIMATED EARTHWORK: FROM EXISTING ASPHALT CL CURB TO EXISTING CB 1z CUT: 110 cy J- FILL: 480 cy SLOPE TO DRAIN EXISTING PAVEMENT < TO STORM FILTER 77777 SAWCUT 2' INSIDE < MSTING EDGE OF �-N0� PAVEMENT OACHEJ4N SEC11ON A -A AK 1"=l' HORIZ. \NAY, Al ADY-. Svv G ej tor- qk, 8"CMP E ------ 16,63 .1-Au 'a 0 N S I d =1-43--,� I IE 4-' j IE VT34 01�7 -r- Zz -41 3( F'SE EA5MENT co w < 0. . 6t. A 0 W L •ii 1 40 "Ile a. Z LLI Lij �c\ I IE 8*CMP-N-19- 4, 0 0 -Ayll IE 12" P E=1 4,49\ L0 P M w BULDM ka��.......ffff 11c z IL -W4-1-4,8 UE ROACHIM044 L CID 11' U1101P AI . A It It I 6`PVC N-- . - \ "d. rJrVF">M -534D40-71 z� � �, I -L �-- - I -# -RCEL- 0 00 oil j 313 RIM EMW LOT A V �0'-<K W�\SHER -4- -6 LEAD AT CORNEF, ------- p IE C I,-m _�_w j LID 1.2"CONC E 7'46" KH, X dlffLTA -�q5-0 OF UGHTINC L�)#f 1691 FEB 1999 "r\ No Z�! V) L=43-30' La PARCa-BPA Q w. .4 OP SED NEW VAA ti T�1,241-'304-9124- R I �111. '. o NbLFALL A NEW j A IE 18,,CQfIG IE 'S CONG E=8,05 d TYPE 2-48" MH G EDGE E)(� LOT E .1 RIM w'=1rj [a m I kj V, 'Ill THE LX151 INU APVC S= 1. 27 --Yz��4 'IT D N'T 0 P r- -4, KM—VRAIN PIPE M 15 1 `TLIT;r� AIM IV�W7.69 FULL 0 FAS u SOi Ai-tID---- Jp E)WNQ 'j 61"�VC NG -SM Eu ' — \ , 1 N' WALL 04 ,10, W. 0 F -cx@-r�mrk 5.17 ON 12`Q"N WATER It; BASIL 6.79' -I've SURFACE RIM TAX T 4�:> 4 0 1 1)c�p Ilk . ..... ALL CL CHAIN UNK LF 12w'CPEP WK FENCE ON 1333%sra gzr.- - ------------- 4'(t 1 PJN WAEJ,, TOP OF WALL ........... . ..... — . . ..... 7 f Ld 4- `Tt- . -,-- I - x- POSE :-,w cp EMENT z Z uj i 0 0 J­' T" 7(P -ROG" Y1 Ew V) N LA N." 4VI J:Cl Ih- 08 RI M le- IE 8' p E=i x 5�77 L N=15.!�D2 z: < 4-4 -+-j- - `�N -- .3� z -1 355 51' "<7 WHEEL 77, 1339.57CALC. EAS -'ME, I LE 'IV32'W (1339-58'DEED) IE 8' -5-67 s86 uj '-C8 RIP IE 2 MP W-1 0 1�5 C14 C-4 z JE 1X E=14 IN -0,0Nt 28, It RUP J;N1K C3 co lt� 12"ICIONC W=14.38- LEGEND. z 00 N r- RIM9--,�ERfO IE 6" PVC c CURB PV JE -A'= I l, r) (0 OD 1 12 01"] C E 1 3� -0 9 KING Cl- % LLJ PROPOSED TYPE It. CATCH BASIN IIw 9 LO LO fD z: 151' 'WATER LINE U-) Jp� lmpl/ � 11"El 'EASEMENT 1--1 uj 116� " <.- 6 TYPE I 'CATCH BASIN -3 12� PROPOSED WATER 4� SURFACE PRO9. LIMITS OF FLOOD ZONE 00 w 5 EXISTING TYPE 11 CATCH BASIN 6.76' TAKEN FROM FEMA MAP (4306.44! PER HIGHWAY T y 0 to y STATIONING) N 97� F DATED MAY 16, 1995 bNE EXISTING TYPE I CATCH BASIN D PROPOSED STORM:�DRAINAGE LINE 136.45 e'B R1M='5J5-- 0 1 4j 1 N I R I N -c FULL OF WATQ, EXISTING STORM DRANAGE UNE 4j S.R. 405 SOMH PiM=-12,72 .... 1 (216.83' PER SURVEY IN BCOK 90, PG. 223) E 8"CANC E:=4.1'7 EWER MANHOLE 80th AVE S - OAKSDALE & OAKSDALE AVE SW :SU Lis I,- 12"CONC S=4.27 VAC. ORD, #4775 EXISTING SANITARYJ 8"," EXISTING SANITARY -'.SEWER LINE ------ I E IONC At=4.22 i CB RiM1=11.72---J 0 EXISTING WATERMAN y e'-- c w— 6 S3 A IF A AZ* R Ft I HIMENT OF ACCES AND OF VIEW AND A},R' BY D-EE'D TO STATE rlVIIVk N I AL AND VI=M I 1k;AL DATUM UM Orlrr= I INLJt=A R[DCORDING NO, 5443689, 551,6657 - HORIZONTAL DATUM IS NAD 1983 (91) AND VERTICAL DATUM IS NAVD 1988. t COVER SHEET, GRADING AND DRAINAGE PLANS COORDINATES AND ELEVATIONS ARE GPS DERIVED, WED ON CITY OF RENTON 2. DETAILS (CDR) STATION 1854 (HELD FOR POSITION AND ELEVATION) AND A NETWORK EXISTING FIRE HYDRANT EXISTING 'EVC rxil WATER V&VE) -Lop�W PArF AtAAj,V,,,,-, Q-1-y 0,= r-j MN), 23.20 PROPOSED SPOT ELEVATIONS c;00:e, ANALYSIS INCLUDING COR CONTROL STATION 1894. OCT cm - 1200?-- EXISTING CONTOURS 24 E co z PROPOSED PAVEMENT cq 60 OUTLET STUB (SEE NOTE5 445) WEIR WALL I OR .. � A n. MS���'�4x`�ei b . yx ,yF I V2005 StormwaterW) N5 t o- ay . f � fW.:'.tc+r\�//\\SA.\.yLl�'i�J✓JJ\`UiWn�G01�`G\\iV."la \YJ\" "' \' V'f.J�r^.Tr.«.��_... rn-a lia.. u... :\ \ SCUM BAFFLE INLET STUFF (OPTIONAL) (51<E NOTES 4*5) HIM PsZAMAIWN �1fI/M�YY1"[ .AIIIIl IDI�Lt 7►Rw��f r......�re.r�rnweiln.. .we�ww.�w.`a►t►��,� _ ari•rl�rr 4.0 OPENING INLET GRATE OUTLET STUD (SEE NOTE5 05) CLFANOUT ACCE55 FLUE' ON WEIR WALL 2' IN51DE .�,., IN51D[___ G`-92 OUT51PE w 0.RTRIDGE CATCNBASIN - N-P C' INSIDE Gm OVERLAP 4„ (P(P) REINFORCING BAR5 (FEE NOTE 6) ACCE55 COVER CONCRFI E COIJ_AK (5EE NOTE 6) 5TORMFILTER CARTRIDGE (rYI') (5>F NOTE 2) UNDERDRAIN MANIFOLD THE 5rORAVATF-P MANAGEMENT 5wrmhiLS _ro U,5. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,G35 No. GA49,045, No. 5,G24,516> AND OTHM U.S. AND FOREIGN FATtNTS PENDING STEEL CATCNBASIN STORMFILTER StormWater360 PLAN AND SECTION VIEWS 1 ALwfk0lSTANDARD DETAIL - 2 CARTRIDGE UNIT www.stormwater3wx0m E?ATE: I3l011G5 SCALE: NONE FILE NAME: C6SF2•S•DTL DRAWN: MJW lCtiEC1�D: AItC 4"0 Oft NJNG PERMANENT FOOL ELEVATION ------------- I' VARIE5 2'-3 518" MAX. 5° 50 5" INLET STUB ___! / (OPTIONAL) 2' (5EE NOTES 44 5) INSIDE 2'-0 1124 OUTSIDE ?-CARTRIDGE CATCNBASIN - SE 5 I/4' 2'-3 5154 CARTRIDGE I `-G. 5UFPoRT 7-r .ARTRin ;F r.AT['.HRARIN _ gFrTI 102005 Storm-water360 Sto r mwate r3 6 A0WECKC~q 1 www.stotmwater38o,cnm ON OUTLET 5TU13 (5EF NOTF5 44 5) 200 OUTLET PIPE FROM UNDERDRAIN L.IFriNG EYE (1!'P Of 4) PERMANENT POOL. ELEVATION THE STORMWATER MANAGEMENT 5trml%rdwf-0 U.5. PATENT No. 5,322,G23, No. 5,707,W, No. 6,0?7,C39 6.G 49.048, No, 5,624.57(, AND OTHER U.5. AND FG fiGN ' PATE NM PENDING STEEL CATCNBASIN STORMFILTER CAI NG SECTION VIEWS 2 STANDARD DETAIL - 2 CARTRIDGE UNIT 21'3 DATE,lvoi105 SCALE: NONE I FiLENAM: CBM-S-DTL D#2AWN MJW CHECi MARG STORM FILTER DETAILS GENERAL NOTES 1) 5TORMFILTER DY 51-ORMWATER3GO; WEST: PORTLAWD, OREGON 0500) 54&AGG7; FAST: 5CAR OKOUGM, ME (677) 907-8676; MID -ATLANTIC: FLKPIDGE, MD (8GG) 740-3318. 2) FILTE;TR5 TO DE 51PHON-ACTUATED AND 5r<LF-CLEANING. 3) STEEL 5TRUC-rURE TO BE MANUFACTURED OF 1/4 INCH 5 EEL PLA:rE. 4) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO 13E SPECIFIED 13Y ENGINEER AND f KOVIDED BY CONTRACTOR. 5) C551' EQUIPPED W N 4 mcm (AJ'maxiMArE) LONG 5rUI55 t=OK INLET (IF APPLICADLF) AND OUTLET FlPING. STANDARD OUTLET STUB 15 B INCHE5 IN DIAMETER, MAXIMUM OUTLET 5TUB 15 15 INCITES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE U5ING FLEXIBLE COUPLING BY CONTRACTOR. G) FOK 11-20 LOAD RATING, CONCRItTE CO€IAR 15 REQUIRED. CONCRETE COLLAR WMI QUANTITY (2) #4 KEINFOKCING 8AR5 TO BE PROVIDED 13Y CONTRACTOR. 7) ALL 5rOLRMFILTEI 5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERArION AND MAINTENANCE GUIDEUNE5 FOR Molt INFORMATION. 2-CARTRIDGE CATCNBASIN STORMFILTER DATA 5TRUCTURE ID NONE WATER QUALITY FLOW RATE (c#5) —0.0tM PEAK PLOW RATE (< 1 65) Q.TOXCFS RETURN PERIOD OF PEAK PLOW ( ) CARTRIDGE FLOW RATE ( 15 OR 7.5 m} MEDIA TYPE (C5F, FERiITE, ZPG) X$> C F?JM ELEVATION PIPE DATA: I.E. I DIAMETER INLF..T STUD XXX.y w OUTLET STUD XKR �c 7T� CONFIGURATION OUTLET o a INLET 5LOPED LID YIIO SOLID COVER YtNO NOTEG/5PECIAL REQUIREMENTS: INLET GRATE ACCt55 COVER (TV) i ►♦+►♦^ ►♦�♦�♦,�"w. � � E 1 � � � i 1 � � � � � i r+.►~♦+ice♦�♦♦i+ i►-.♦,.-�-#-♦-� 1111 I I I 11111 � i..►.......,......E --♦..-•----, I I 111111 111u.:♦;♦�♦;♦;♦i 41 2-CARTRIDGE CATCNBASIN - 02005 Stormwate660 RIM TI';f 5TokNWATrg MANA6rMFNT 5tonnFatero U.S. I'AftNT No. 5322,625, No. 5,707,52'7, No. 6,027,6.39 No. 6,649,045, No. 5,624,575, AND OTIVR U.5. AND FOREIGN f ASM5 PENDING STEEL CATCNBASIN STORMFILTER + StorrrvvaterC TOP VIEW, NOTES AND DATA 3 STANDARD DETAIL - 2 CARTRIDGE UNIT wwx si°�smweaz136r3.com DATE_ 4,/pi/I}$ SC:ALE:NONE THE NAME CT3SF2 5 DTI DRAVIN:,IAJW CNECKED:/4RQ CITY = RENTON TORMWATER DRAINAGE NOTES F 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTNIIY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD MIN, WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. n n u 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE 2 1/2 Y/2 AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT' OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE��� 42" HIGH HANDRAIL ALONG WALL WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM e, 4 WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. a4. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. :.........:.................... ........:......... :: : p- - . . . . 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING ] a " R ... .. . ......... ......... ....... . cq.1 _:................................................. 2.L}.. CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE a' _..- .........:.........:... . .....:......... ..... . ..: .... ....... ....... . _ _:.........:.........:.........:.........:........ POTENTIAL FOR ON -SITE EROSION HAS PASSED. __ Tv: - �M-.. - - ---�::---. '--...----- _.--� I_=I I L I I.. `I 1 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::: NEW W ASPHALT PAIHNG .. , N UNCTION __:.:............_.-.._ - ::::: ' :::: ' PRIOR TO OR I CONJUNCTION Y- --- ..... . �. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION - ----I I�..._-.� �-�- �.{:- .................. .........:................ ... PAR. DET'AiL - ON SHT.a . . WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, ASPHALT = 2....:......:...:......:.:.:.........:•.....:.::,:..:.:..:.,:..:.:.:....'.....:.....•............................................._. STORM WATER UTILITY. - - - ......... 8. GRASS SEED MAY BE APPLIED I3Y HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CRY OF RENTON :........ . :.. . :......... i - - - — - .......................... 4: MAC. ;HIGH •MODUUIR - -- - APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE ......... ......... BLOCK: WALE.::::::::::::: WI�il L:STOP :::::::::::::::::: : DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. :..:::::: ::::::::: ::::::::: ; :::::::: ::::::::: ::: € :::: '• C .I RU : ' ' ::::: ..... • ' ...:::::::: . .......DED 9. ALL PIPE AND APPURTENANCES SHALL. BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH EXTRUDED CONCRETE CURB DETAIL .... . •RB ....... ...... :: }:::: ....::::: :::::::: ::::..... D BRIDGE SECTION 7-02.3(1 ) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AN . . . E TOP OF THE :.........:............................................. ...:.--- --•-------........................:.:..:.:.::.:..:..:.:.:.•..:.............:.........: CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE 0 NOT TO SCALE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO ....... ......... .......:: :::::: :::::: : .. _ _ . _ :: - ......... UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE - - - - .... . UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL ......... . ....... .... .... ' TRENCH 13ACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL. ::::::::: ::::::::: ::::: - : : - - ::: ::::::: : AND 90 PERCENT OTHERWISE PER ASTM D--1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER :::::.... ::::::::: :::::.... ......... :::::: :::::: : - - - _ _ _ _ - _ _ - • - - ::: ....::... :...... . AND UNDER PVC PIPE. : ---- - - - - - - - - - 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR All. DRAINAGE FACILITIES SMALL HAVE ASPHALT % _ ..... _ :: :. :..... . TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 2" COMPACTED DEPTH .........:........ .............. . 11. STRUCTURES SHALL NOT BE PERMCTTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, CLASS 'B' A.C, PAVEMENT • .......... : .........:......... : ..... 'I:� :: ; ..........::::::::: ' ::::.:.: ::::::::: ::::::::: ::::: - • : : OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. _ ::::::::: :: ' :::::: :::::: : ... ..... ' ... ......... .... ...... 4# COMPACTED DEPTH CRUSHED ... ... .. . ...... . ....... 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. ; . ........ . ....... 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS ROCK BASE COURSE . .. ... ......... ..... ......... .. ........ ........... SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ;,..................:......... 4:.:..:.:.:..:.:.......:..:,:..:.:..:::..:.:..:. ....:.:.........:.:..:.:..:.................:...................----: :.:.:..:.:..:.:..:.:..'.......................: -- IR - --1.8 D TIN OF ROADSIDE DITCHES WHERE REQUIRED SHALL BE OF SOUND QUARRY ROCK ;<, ` = ... ..... :NEW .. ... ........ ...... . 14. ROCK FOR EROSION PRDTEC O \ \� ::::::: :::..... . PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS; 4 INCHES TO 8 INCHES/40 ` • \ �• �\ .... - — — _ ........ PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND 0 a o e o .p .. ` - -` :. . _.— —.--.-.-- — T — —:-.- - ......... . c0° Q Q -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. • ... .. = :.. ...... . 1 BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM o °�o 00 o aQ ° o0 0ga a o .:....: G :o ° ...... /y y • , ROI�ITV[ ... ......... : : 5 All L o 0 0o ao r� :.........:..MATCH EXISTING GRADE .. _ .........:..... _ ... _ .........:.........:.........: . UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED -,� TO THE CITY OF RENTON UPON COMPLETION. � �' ....................................................................... . o - 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 12' SUBGRADE COMPACTED TO 95% SECTION B-B 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SCALE: "=2' HORIZONTAL,°=z' VERTICAL COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT--OF-WAY THAT MAY INTERRUPT , l NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING TYPICAL -�y PICAL PAYING SECTION ION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL. APPLY. (ALTERNATIVE: 3" ATf3 W/2" CLASS 'B' A.C. PAVEMENT) NOTTO SCALE 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. Oc-VE(-Of ll'l CIT , 0 , 1 �Rlflfel OCT 1 0,0i y, V z J o J W z W V err A� w o. 0 z D L. 0 U- r-- a � z to ui z� w o En x Qz & O N 00 of I I 04 < Utz Lo Z t3 n E 04 2-' v Y. � ch c z ago o N I '"' CV 4