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HomeMy WebLinkAboutLUA-97-171 Large FormatBRICK BLD. VISITOR'S � REST ROOMS „ 4� VISITOR ' S BLEACHERS F F=30.62 SAWCUT LINE 6 FROM FEN , F=30.56 FIRST ROW ALUMINUM SEATS F F=30. Z NOTE 5 m EN WAY CE CONC, WALK E.P ASPHALT WV NC. CURB _ E.P. TRACK SURFACE CONC. CURB E.P. TRACK SURFACE O CID 5 SAWCUT LINE 6" FROM FENCE LIMIT OF WORK LIMIT OF SAWCUT E.P ASPHALT —+ — 68+— — —,_,_,_,_,_,_,_,_,—,_,_,_— 7d.73-- E.P ASPHALT . TRACK SURFACE LIMIT OF FENCE LIMIT OF FENCE 3 3 REMOVE EXISTING SEE DETAIL 1 BELOW � REMOVAL O 683 POLE VAULT BOX FOR NORTHWEST CORNER �' (NP') O (TYP.) 30.91 �,,,� nNn nlcpnc� nr !''' OF PROJECT AREA co cJAD O LIMIT OF SAWCUT (TYP.)Z (TYP.) rn 12' FENC (NOTE 3) E.P - ;r�f4 SURFACE S MH = IE 6" IN SE=23.2 OO IE 6" IN NE=23.9 !8 IE 8" OUT NW=23.1 48" BRICk" REMOVE EXISTING ORGANIC MATERIAL AND DISPOSE OF OFF SITE A 3 (TYP.) 0 �8 8 TYP.) 1 L R 1 I 1 EL TRIC STU� OU CON ECU TO FENCE REM VE PAVEMENT AN DISPOSE OF OFF EXISTING SIT LANDSCA PROTECT EXISTIN JNT STRI SCOREBOARD CONC. M PAD S OREB X (TYP.) on c T. BOXES EAM T. STUB OUTS f2E OVE PAVEMENT AN DISPOSE OF OFF CONC. SITE PAD LIMIT OF FE PAINT IPE REMOVAL 1 O REMOVE ' TYP.) F' ORGANIC p� DISPOSE a 1 LIME K 1 I 1 1 1 12 v` [MIT OF FENCE REMOVAL FENCE O (TYP.) cR E.P. O (TYP.) 7 REMOVE/DISPOSE EXISTING 8' FENCE — — - — —-4---.---- —� - FABRIC, POSTS, RAILS -XTRU D CURB AND FOOTINGS 7 PARKING LOT LIMIT OF FENCE \ REMOVAL LIMIT OF WORK LIMIT OF FENCE REMOVAL r NOTE 5 CURB 8' FENC � SEE DETAIL 1 BELOW LIMIT OF FENCEREMOVAL FOR NORTHWEST CORNER OF PROJECT AREA N Co)Gc SAD z E rn 12' FENC (NOTE 3) E.P • jEek& SURFACE It IE SE=23.2 IE 6" N NE=2 O �- CID It8" =23.1 ' 48R REMOVE EXISTING 2�F ORGANIC MATERIAL AND 2 aPLE: DISPOSE OF OFF SITE A 3 o (TYPP�) 0 REMOVE/DISPOSE EXISTING 8' FENCE FABRIC, POSTS, RAILS AND FOOTINGS 1 8 ,1 / P. C-2 K 2 w?R C i \ REM VE PAVEMENT AN DISPOSE OF 0 EjISTING SIT NORTHWEST CORNER 1 "=20' LIMIT OF FENCE FABRIC REMOVAL 18" HIGHI I 41 (/ 30.00 r FLAGPOLE LIMIT OF SAWCUT O (TYP.) TYP.) 2 (TYP.) C8777 CE=30.15 =28.4 (NOTE 1) (TYP.) REMOVE EXISTING STEEPLE CHASE BOX AND DISPOSE OF OFF SITE BIR LIMIT OF FIE REMOVAL 4- CON LONG J "T REMOVE/DISPOSE EXISTING 4' FENCE FABRIC TREE PROTECTION NOTES Where the drip line of a tree overlaps a construction, this shall be indicated on the survey and the following tree protection measures should be employed: 1. The contractor may not fill, excavate, stack or store any equipment, or compact the earth in any way within the area defined by the drip line on any tree to be retained. 2. The contractor shall erect and maintain rope barriers or place bales of hay on the drip line to protect roots. In addition, the contractor shall provide supervision whenever equipment or trucks are moving near trees. 3. The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. 4. The grade level around any tree to be retained may not be lowered within the greater of the following areas: 1) the area defined by the drip line of the tree, or 2 an area around the tree equal to one foot (1' in diameter for each one inch (1") of tree caliper. 5. The contractor shall prune branches and roots, fertilize, and water as appropriate for any trees and ground cover which are to be retained. 1 11/11/971 1 PERMIT SUBMITTAL NO. DATE I BY I REVISION COPYRIGHT O 1997, D.A. HOGAN & ASSOCIATES 0 LIMIT OF FENCE FABRIC REMOVAL ZZ=32.31 DEMOLITION NOTES REMOVE EXISTING SYNTHETIC TURF AND PAD AND DISPOSE OF OFF SITE. (TYP.) 7 ® 7 0 POLE VAULT PIT O C 4 C (TYP.) m I (TYp,) CONC. CURB O — ASPHALT O(TYP.) I (TYP.) I o Z REMOV' STING RO BARR( HERE ENCOU`N D_ DISPOS �SI 2 METAL MAINTENANCE TYP.) I 3 I (TYP.) m N=28.00 m runv ?8.4 in v CD D 1 n m 1 I 2 I O (TYP I LIMIT OF WO .off I I I I I REMOVE EXISTING ROOT BARRIER WHERE ENCOUNTERED AND `, I. V v 7 1 DISPOSE OF OFF SITE (TYP.) SAWCUT LINE 6 LIMIT OF FENCE 2 / REMOVAL O3 �, (TYP.) B (TY .) � (TYP.) E.P. TRACK SURFAC , ONC. CURB FEN [X! E.P ASPHALT f — - EXISTING TREES TO REMAIN PARKING LOT O2 REMOVE EXISTING A/C OR CONCRETE PAVEMENT AND CURBING & DISPOSE OF OFF SITE. O3 REMOVE EXISTING CHAINLINK FENCE, POSTS, FOOTINGS, ETC. AND DISPOSE OF OFF SITE. BACKFILL FOOTINGS WITH SELECT FILL TO 95% 0 REMOVE EXISTING RUBBERIZED TRACK SYSTEM AND DESIGNATED FIELD EVENT AREAS & ASPHALT BASE AND DISPOSE OF OFF SITE. O5 REMOVE EXISTING CATCH BASIN AND DISPOSE OF OFF SITE. BACKFILL AND COMPACT EXCAVATED AREA WITH SELECT FILL TO 95% WITH 12" MAX. LIFTS. REMOVE THE EXISTING DRAIN LINES WHERE ENCOUNTERED. CAP AND ABANDON EXISTING DRAIN LINES WHERE ENCOUNTERED. O6 SAWCUT EXISTING ASPHALTIC CONCRETE PAVING TO PROVIDE A SHARP EDGE. REMOVE THE EXISTING A/C PAVING ON THE TRACK SIDE OF THE SAWCUT AND DISPOSE OF OFF SITE. OREMOVE EXISTING TREES & STUMPS AND DISPOSE OF OFF SITE. TREES ARE TO BE REMOVED FOR SAFETY PURPOSES AND TO PREVENT ROOT DAMAGE TO NEW AND EXISTING PAVEMENT. O8 PROTECT EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. �9 L' a of WASlySy, �s q h J Z A 28976 4 ow, RFG/STE �SSIONAL ECG\ D.A. HOGAN &ASSOCIATES DATE11/11/97 CONSULTING ENGINEERS SCALE 1"=20' 1703 DEXTER AVE. N. SEATTLE, WA 98109 DRAWN JAB (206) 285-0400 CHECKED RLC 8' FENCE 0 20' 40' SCALE1 " = 20' LEGEND SAWCUT LINE LIMIT OF WORK i aeNrory scnooL oisrAicrSHEET RENTON MEMORIAL STADIUM FIELD &TRACK REPLACEMENT C-2 DEMOLITION SA.q?-/71 EXPIRES 8/1/99 APPROXIMATE BOUNDARY LINE (NOTE 4) 0- __._.. BM ELEVATION= 32.25' BRICK BLD. VISITOR'S • REST ROOMS VISITOR'S BLEACHERS CP 5 � F F 0.�'NEW C.B.I. #6 F F=30-56 s' m fTYPE 1 L FIRST ROW ALUMINUM SEATS F F=30.--------------------------_ - / RI ' '- Jo -------------------- ---- // NOTE 5 TRANCE CONC. WALK �-E P ASPHALT --- ---- - - _ - -- ----- --- E.P ASPHALT ---- --_ 30.00-, -� 30.77 8' FENC __30.Sp - - ' N CURB 0-- - _ -�,r�RaC1S.'�1JR>`ACE---------- _-GC3P}C-�IiR� E.P. TRACK SURFA 1 ---- `-------------------------------------------------------------------------------------------__ 30.62 30.:,2 ----------- - - - T - - - LIMIT OF A/C PAVING LIMIT OF POROUS ASPHALT T30.95 30.95 b 2 is 1 Al 01 (TYP.)(TYP.) �� LIMIT OF POROUS ASPHALT cn N b m 12' FENC / � ---------\ � I % (NOTE 3) LIMIT OF A C PAVING �� LIMIT OF CONC. CURB -` ----_- _ `g 30.80 E.PA, T SURFACE / , --� <'�� ` �''''�, I ) \� 30.95 30.85 30.70 ' ---- �. IE .IE 6 CP 4 ��� / ' ! Q ---- 48 PRICK i0.95 \� 20" MAPLE / -30.85 30.95 30.85 p Nrn 1� I \ F=30.71 I 1 TEMPORARY SILTATION FENCINd / / I 1 AV ` i S=2 0% , 5.0%O METAL MAINTENANCE BL 1 3 .70 NEW W. #1'7 RIM 90 �. / I - FINISH GRADE OF POROUS ASPHALT I'll 1'�\ '� 1 �, i 1 ' PAVEMENT: 0.95 `� l E�ISTING I ` 'i � 3 t ( LAN\DSCAPIy , i // ��---------- 1 S=3.3% S�= ..2%+ 30.35 ' I. �� I I ' 3 70 / N - v_ - o J �' �I S ORE �\ I II o �\ ti `n i I �S\ O l NEW C.B.I. #1 � � BOXES }` NEW 2 -A STUB OUTS It II ! ELECTRIgAL J RIM 30.00 ; ; i i /I STUB OkJTi- CONNE TFID = NEW D.W. #2 S-2.0% - / I TRIM 29.90 ------------ 1 1 30.95 i � � / � \ o 30.95 y// S� 0. 67q CN 1 - r _ V 1 1,0 A. � O I i - I 30.85 0. 5 2 - I NEW C.B.i. TYPE 2 NEW C.B.I. #4 / o ', r-� i RIM 30.0� \ I TYPE 1L \ � RIM 30.95/ � 0 1 0, LIMIT OF POROUS ASPHALT �` ------------------- ! l rJ 3085 • Irn -� / 1 / _ L-- I CP 1- �1 70 r 0. LIMIT OF POROUS ASPHALT p I A 1 'o0 1 NEW C.B.I. 5 � I 30 0o I (TYP.) TYPE 1 L # (TYP.) I / �, I LIMIT OF TRENCH DRAIN 30.95 - - RIM 30.95 �30.95 I � 2.3� ■ `, , NEW D.W. #3 w _� �,- ON`CONC SP D ��� \ I- - - - - - - - - - - - - - - - - - - _ -��-����-�i-�� -ram . �i-����-r�-��-»�� T�T WV___���� ---~� - _ �� ------ ---- RIM 30.20 ----- ---- - -- - �__ - --- -- `---------------------------- ---- -� o `� C�RADE,Bf2€-__I / _ FENC - 1 o------------ - -z ---� UW-9F CO%IC. CURB LIMIT OF TRENCH DRAIN \ / LIMIT OF A C PAVING it [XI r'� 30.00-_------------- -- 30.00----� \` 3050 18" HIG _ WALK » BRAS DISC �� �\ \ / wv M EXTRUDED CURB x _ _ �� 0 ''' FRM a ` o / E.P `,ASPHALT � NEW C.B.I. #3 �, c� _ - - - _ ---rrr PARKING LOT TYPE 1 L z �=D _ �" = N �\ `� _2A E BREl�I��INE`L_ '31.00-- RIM_ 31.00 m o� - - - - - - - - D =a2.31 \� -�f---- - - - - - - - - V __-_- -- -- ---- 1 ----- - _ __ cr_ -32.30 __-- \`� -- -- __--- / /' 32,008`FENCE CONCRETE GRANDSTAND COMPLEX ---- _ c M PARKING LOT EROSION CONTROL NOTES Before any construction or development activity occurs, a preconstruction meeting must be held with the City of Renton Development Services Division, plan review project manager. 2. All limits of clearing anc areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the field and observed during construction. 3 All required sedimentation/erosion control facilities must be constructed and in operation prior to 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 and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size or location of pipes, restrictors, channels, or retention facilities. 6. During the time period of November 1 through March 31, all project disturbed soil areas greater than 5,000 square feet, that are to be left unworked for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April through September inclL live. Seeding may proceed, however, whenever it is in the interest of the permittee, but mast be augmented with mulching, netting, or other treatment approved by the City of Renton, _)utside the specified time period. 8• For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of 3 feet high is required, with 3:1 side slopes. 9• A temporary gravel construction entrance, 24' x 50' x 8" of 4- to 6- inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 1 11 11 97 PERMIT SUBMITTAL NO. DATE 1BY1 REVISION COPYRIGHT 0 1997, D.A. HOGAN & ASSOCIATES of WAS/,,, �cA 28976 w� 0' '%61SrE ° �w �SS(ONAL EXPIRES 8/1/99 GRADING NOTES THE FINISH GRADE OF THE POROUS ASPHALT PAVEMENT SHALL BE 30.95 FOR THE ENTIRE FIELD AND TRACK AREA EXCEPT 6" TO 12" BEYOND THE OUTER LIMIT OF RUBBERIZED SURFACING WHERE THE FINISH GRADE SHALL TRANSITION FLUSH WITH THE EXISTING PERIMETER PAVING. sA•N D.A. HOGAN & ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DATE 11/11/97 SCALE 1 "=20' DRAWN JAB CHECKED DAH LEGEND � 31.00 NEW FULL CONTOUR LINE 31.50��� NEW FULL CONTOUR LINE 31.00 -_- - EXISTING CONTOUR LINE 0 20' 40' SCALE: I" 20' CONTOUR TIE-IN + 30.95 NEW SPOT ELEVATION 31.00 EXISTING SPOT ELEVATION S= 5.0% CONSTANT SLOPE NEW TRENCH DRAIN NEW CATCH BASIN INLET TYPE 1 L O NEW CATCH BASIN INLET TYPE 2 , Q NEW DRY WELL� /) AM ' ljlllli' - TEMPORARY SILTATION FENCING c,�ryo � /N RENTON SCHOOL DISTRICT SHEET RENTON MEMORIAL STADIUM FIELD & TRACK REPLACEMENT C-3 GRADING & T.E.S.C. APPROXIMATE BOUNDARY LINE (NOTE 4) z T �o cn BRICK BLD. VISITOR'S REST ROOMS VO-C.B.1. #6 m TYPE LIMIT OF POROUS 1L NOTE 5 PAVING 12" BEYOND m EN WAAY CE CONC. WALK E.P ASPHALT EDGE OF RUBBERIZED SURFACING =30.56 VISITOR'S BLEACHERS FIRST ROW ALUMINUM SEATS WOOD WALKWAY WITH 3' HIGH_ W[ aDD R, A BM ELEVATION= 32.25' LIMIT OF POROUS PAVING 12" BEYOND BERtZE SURFACING E.P ASPHALT O CP 5 CURB8' FENC -........ ........................ ,................. ...,....... .... CONC.'.0 R ................................................................................... E.P. TRACK SURFACE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — —................................................................................. •R• A c� LL •E •7'R CK �tJRFAGE• , r• — �.'. �'. .'...... ........................... i ' ,>~k..7- ::+ �s, — •`6.'. .. .. . .. . . ... .. .. ... . . .. . . . .. .. . �z #° V r _ max.: '.C'. .. .. • . . , r ;_W.. .-s ,„. . '" Mom...' t'.�;��,,, s;. - k.: , G< Au ... 6 ...... ��:: �, � ��� � � � �.�a � �� � � 8 LANE TRACK '.'.'.'.'.'.'.'.'.', N CO C. AD�A y><. $ S Ci 9 .......................................................................... ... . C7 w v., . 12 FENC ., - »..�,. . ITOF 12 /............................................. ,(NOTE 3) CONC. CURB / — — — — — — — — — — — — — — — — — — — — — — — — — L— — — — — — — — — — — — — 3 j \ \ J1JMP':PIT . E.P ' T SURFACE r -� .... . ...... ... IE 6" IN SE=23.2 �O 4 / 4 3.5' RECOMMENDED IE 6" IN NE=23.9 LIMIT OF NEW 4 TURF ANCHOR IE 8" OUT NW=23.1 CHAINLINK FENCE o FREE BOARD I \ . , . • . _ \ :�. 48" BRICK / I LIMIT OF SYNTHETIC TURF LIMIT OF SYNTHETIC TURF \ o ................. ELECTRIC STUB OUT CONNECTE TO FENCE LIMIT OF FENCE IN CONC. CURB EXISTING I 7. BOXES FAN4 \ STiB c W 4' CHAINLINK NCE CONC. CURB (P.) 9 -1 EW C.B.I. #1 PE 2 LIMIT OF NEW 4' CHAINLINK FENCE 8 -1 PO ON �.'.'.'.'.'.'.'.'.'.'.'.'.' F F=30.71 \ ��.................... \ � ...... • • • TAKE OFF BOARDS (TYP.) 4 \ \'. • ::: METAL MAINTENANCE BL \ NEW D.W. # 1 LIMIT OF RUBBERIZED/ AGGREGATE BASE t.'.. LONG JUMP/TRIPLE JUMP SURFACE \ / RADIUS MONUMENT C-9 1 N 18131 1.2247 -1 E 1300321.1167 I 3 C-9 I 4.3' FROM INSIDE EDGE OF LANE 8 LINE TO g 1.5' I OUTSIDE EDGE OF LJ STRIPE z GOAL POST C_g HIGH JUMP FAN I W/RUBBERIZED/ AGGREGATE BASE I R SURFACE I ; 3 I 9 I FpcF o0f TO :. �,qNE 8 SjpF / I •: /Ne NEW D.W. # 2 TURF ANCHOR / \ C-1 TURF ANCHOR 4 �.:•:•: 1 /:•:•:•:•:•:• ' ' TAKE OFF BOARDS / /.'..`.'.`.'.'.'.'.'.'. NEW C.B.I. #1 \ ..'.'.`.'.'.'.`.'.'.'.`.'.'.'. TYPE 2 \ LIMIT OF SYNTHETIC TURF �/ • •'• • • • •'•'• LIMIT OF 12" \IMIT OF SYNTHETIC TURF / ,:•:,: •:,:'�' NEW C.B.I.CBI#4 4 / / / ................... N CONC. CURB \ \ I 3.5' RECOMMENDED TYPE 1 L • ... • • .... . FREE BOARD TURF ANCHOR C-1 � SOCCER FIELD 330' X 205' — — — 2 3' CONC. CURB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ...'......'.'.'.'.'..'.'.'.'.'.'.'......... FYP.) I 31' �'I --� 1 1.5' .NJIN 'A%C PAVING C-7 8 LANE TRACK ao ....'.'.'L1MJT'.'OR'.PORO'US . IT OF POROUS VING 12" BEYOND\ E OF RUBBERIZED ACING NOTES / 01, LIMIT OF F,�piO� RUBBERIZED/ / AGGREGATE BASE SOG, SURFACE G�0 OF RUB OUTS .42, eERI2E0 q�E GOAL POST g HIGH JUMP FAN W/RUBBERIZED/ C-9 AGGREGATE BASE SURFACE Ry06 g NG �,N� 7 O MEPSVR C-9 I ooaa Dose uaoo -:::::Jo t oaoi Iola ooao aooi P�' 000s -:20 i0io v oust 09 o�oo iioo 0 ioio -vr-- Asoo 0 �ioi D- ao�e 0 iosi P--, iooi 0 iiso Iola tr-- D I I I I I I SYNTHETIC TURF FIEL D�_i C2, I I I I I I � asoA �BB� �I�a �ooi iioo aAua ooao oo�� oaoo a�i u� 000a a000 000o seal ioi� iioo o,oo loll iooi � F 320.3' I 7 / RADIUS �""°"U""E i000 oo�o 000�� Dole o00o ivao aso� aaoo soon woe ion-iioa Iola ioi� osoa uioo isoo i�oo iosi eooa I N 181 11.1891 E 13000�0.8059 �_ G �10J ��0 �30 �40 50 40� 30� �0� L10� G J _ i love Doll ii�o �iii ooai D uo ooAo 000a aiio iiio e�oo 000� oioa oioo ooio i000 FOOT iooa ALL FIEL iovi 360' X io�o 160' iiio I 2 00 `�' I ' ' ' ' 'RAVING'•'1�"•-•B�YON LIMIT OF 2.5' BETWEEN I • • •.E•DGE••.01= .-RU- 8B ED TRENCH DRAIN C-g EDGE OF RUBBERIZED I AND STAIRWELL i Q ---- -- ------------------ It� �.->•�.�m 7=.7�—�■� ��7� �� �� �� �i �� �� � -tip �Iit-r�.�� —ram �i —�� Sri �i -f� �� � �� �� ........................................ �L - t1 PA r,,,,...... E1�1'.'A;fe VING........... ......... ........ ... .... .. ... ... 4' FE ... .. .NEW. . i°i%C RA�VJpJG lslt ': C'.B.I. 5 ................................. \\"- NEW D.W. # 3 18" HIGH HIM C C Ous _ EXTRUDED CUR LIMIT OF 6" • • ::CONC S FACING �... �� �� �� THE CONTRACTOR SHALL PROTECT ALL ADJACENT AREAS FROM ANY CONTAMINATION OR OVERSPRAY FROM THE RUBBERIZED SURFACING INSTALLATION PROCEDURES. TAPE PLASTIC SHEETING TO THE CONCRETE EDGING OR ADJACENT EXPOSED PAVING TO PROTECT THE SYNTHETIC TURF AND ALL OTHER ADJACENT AREAS. v� = 3 .3 n LF-32.30 — — — — — — IT NEW C.B.I. #3 CONCRETE GRANDSTAND COMPLEX TYPE 1 L se 1 11/11/971 1 PERMIT SUBMITTAL NO. DATE I BYJ REVISION COPYRIGHT O 1997, D.A. HOGAN & ASSOCIATES W PARKING LOT LEGEND - ® POWER VAULT/RISER CATCH BASIN INLET TYPE 1 L GATE POST O CATCH BASIN INLET TYPE 2 POPLAR TREE EXISTING CHAINLINK FENCE 0 TREE AS NOTED NEW CHAINLINK FENCE REBAR AND CAP LS15650 SET CONTROL POINTS 3,4,5 — — — — — — LIMIT OF POROUS ASPHALT PAVEMENT Q BENCH MARK TOP OF SE BOLT ON LIGHT STANDARD 20'+— EAST OF VISITORS GATE. NEW RUBBERIZED SURFACE wv WATER VALVE CATCH BASIN :...... .... NEW A/C PAVING Q SANITARY SEWER MANHOLE ....'.'.'..'.'.'.'.'.'.'.'.'.". IRRIGATION SPRINKLER HEAD ® I —BEAM POST FOR SCOREBOARD tivU���' of W ASy., .�`� • , ties p Ay Z� 28976 w� SIONAL E��\ EXPIRES 8/1/99 D.A. HOGAN & ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DATE 1 1 / 1 1 i97 SCALE 1 '=20' DRAWN JAB CHECKED DAH LIMIT OF E.P ASPHALT x TRENCH DRAIN 8' FENCE I 0 20' 40' SCALE.' 1 " = 20' 1�' o� �,Zk^ fiL � r j cpor-a SENTON SCHOOL DISTRICT RENTON MEMORIAL STADIUM FIELD & TRACK REPLACEMENT LAYOUT SHEET C-4 9A-9T-i7f p-- ..___ -p-_-._p-_- \\ f CONC CURES E.P. I RACK U+RFACE N� ic0`1c.\[y1)AD -Til I�TT/p1ryl�-1 i LIMIT OF 12' 1 'r1°' - j' CONC. CURB E.P,, SURFACEE IF 6" IN SE=23 " 6" IN NE-2: LIMIT OF NEW 4' 1F 3" OUF NW= CHAINLINK FENCE 46" BRIC 1� 9 ' LIMIT OF FENCE IN \, CONC. CURB 1 f 4 NEW 4' CHAINLINK -� FENCE CONC. CURB (TYP.) LIMIT OF NEW 4' CHAINLINK FENCE NEW C.B.I. #1 TYPE 2 NEW C.B.I. #1 TYPE 2 LIMIT OF 12" CONC. CURB 6" CONC. CURB twY,�TYP .) LIMIT OF POROUS PAVING 12" BEYOND\ EDGE OF RUBBERIZED FACING NOTES n %LIMIT OF POROUS PAVING 12" BEYOND\ f EDGE OF RUBBERIZED SURFACING RICK B0. VISITOR'S =ST ROOMS %14EW C.B.I. #6 TYPE 1 L FIRST ROW ALUMINUM SEATS BM ELEVATION= 32.25' F /F=306 7 LIMIT OF POROUS PAVING 12" BEYOND rJ j -----__.--- ..__.._..EDGE -Of- RUBBERIZED— woo ____ —st- �6 SURFACING E.P ASPHALT I IIII IIII oil IIII IIII ao� IIII IIIB �o IIII E IIII �o� IIII Iltl og IIII IIII o�� II11 IIII 0P, IIII IIII o IIII IIII oi IIII IIII D I I I I i SYNTHETIC TURF FIELD �', I IIII IIII III IIII IIII IIII IIII IIII till ICI I� IIII IIII IIII IIII II I IIII I II IIII IIII I F_ II I N II I I 320.3' � I I / RADIUS MONUME N 181 1 1 .1891 IIII 1 1 1 1 IIII IIII IIII IIII IIII IIII IIII �14 1 1 I l l� -- IIII IIII IIII I l t l IIII IIII I� I I flit till E 13000p0.8059 I I G 10 I l a2 o 3 0 --::::14 0 50 4 0 3 o 2 0 10 G I IIII IIII IIII IIII IIII IIII IIII IIII IIII lilt IIII IIII IIII Ills IIII II I FOOT IIII I ALL FIELD I I I I I 360' X I I I I 160' I I I I 1 LIM11 Uf NUKUUS PAVING 6" BEYOND --- LIMIT OF 6 m_L AID __ — �_—� —_ _ -- _—� 1- �--- - - �— __ __ �__—.—.-- =_ —_� I ;— -SEATS- _ EDGE OF RUBBERIZED C 0 N C . CURB �I 0 = ,�-- -- _— _ __ - —. _ — �---_ -- G= = r--- —� = r---- --� _ --- �- - __ — _ Y _ �- - — -_ - -- = _ �--- - C� -- ---__� - _ = —, — — — �= _ --- ri 4 _ __ _ SURFACING zo- c� ---� — -- - — _— — — -- — -- - --- - — _ (�-_ - W �.,�_32 30 - - THE CONTRACTOR SHALL PROTECT ALL ADJACENT AREAS FROM ANY CONTAMINATION OR OVERSPRAY FROM THE RUBBERIZED SURFACING INSTALLATION PROCEDURES. TAPE PLASTIC SHEETING TO THE CONCRETE EDGING OR ADJACENT EXPOSED PAVING TO PROTECT THE SYNTHETIC TURF AND ALL OTHER ADJACENT AREAS. 1 11/11/971 1 PERMIT SUBMITTAL N0. DATE BY I REVISION COPYRIGHT O 1997, D.A. HOGAN & ASSOCIATES LEGEND o ATE - :'OPLAR TREE TREE AS NOTED REBAR AND CAP i�'5650 �SEi CONTROL POINTS 3,4.5 BENCH VARK TOP O SE BOL' ON l_IGH. STANDARD 20'+- FAST OF VISITORS 1 ' wv x WATER :-':VE CATCH h-%S N ® SANITAR f SEWER MAkHO�F IRRIGAPGN SPRINKLER HEAD --BEAM POST FOR SCOREBOARD Of h 1� c,s>-° FSsto,v1 I/Ilk 19r IXPIRES a/ 1 /99 L W 1 1 I V I 1 V I V V J PAVING 6" BEYOND EDGE OF RUBBERIZE© SURFACING P4RKING LOT 0 CATCH BASIN INLET TYPE 1 L 0 CATCH BASIN INLET TYPE 2 EXISTING CHAINLINK FENCE '�---� NEW CHAINLINK FENCE - - - - - - LIMIT OF POROUS ASPHALT PAVEMENT NEW RUBBERIZED SURFACE NEW A/C PAVING D.A. HOGAN & ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DATE 11/11/97 SCALE 1'=20' DRAWN JAB CHECKED L.P ASPHA:_T— TAKE OFF BOARDS (TYP.) I-TIv 0 NEW D.W. # 1 LONG JUMP/TRIPLE JUMP 4.3' FROM INSIDE EDGE OF LANE 8 LINE TO OUTSIDE EDGE OF LJ STRIPE NEW D.W. # 2 TAKE OFF BOARDS (TYP.) NEW D.W. # 3 LIMIT OF TRENCH DRAIN 0 20' 40' SCALE: 1 " = 20' NENrON SCHOOL DISTRICT RENTON MEMORIAL STADIUM FIELD & TRACK REPLACEMENT LAYOUT -q3•i-4t SHEET APPROXIMATE BOUNDARY LINE (NOTE 4) EXISTING 2" SCH 40 PVC MAIN ilk ELECTRICAL STUB OUT CONNECTED TO FENCE Q POWE"ROISER ON CONC PAD NOTES SPRINKLER LEGEND 1. AVAILABLE WATER PRESSURE AT THE SITE REPORTED TO BE 65 PSI (CITY OF RENTON WATER DEPT., 9/2/97) ACOORDINATE PIPING LOCATIONS WITH FENCE POST FOOTINGS. INSTALL IRRIGATION CONTROLLER IN ROOM 116A (STORAGE) IN 3. THE GRANDSTAND STRUCTURE. 360' POP UP SPRINKLER HEAD WITH TURF FLANGE 50 PSI, 58' RADIUS, 13.2 GPM ADJUSTABLE PART CIRCLE POP UP SPRINKLER HEAD WITH TURF FLANGE, 50 PSI, 58' RADIUS, 13.2 GPM 360' ROTARY POP UP SPRINKLER, 50 PSI, 41' RADUS, 4.56 GPM l ADJUSTABLE ROTARY POP 3.44 GPM UP SPRINKLER, 50 PSI, 38' RADIUS, ADJUSTABLE ROTARY POP UP SPRINKLER, 50 PSI, 37' RADIUS, 2.65 GPM hL ADJUSTABLE ROTARY POP UP SPRINKLER, 50 PSI, 31' RADIUS, 1.34 GPM 360' 4" POP UP SPRAY SPRINKLER, 30 PSI, 12' RADIUS, 2.19 GPM 180' 4 POP UP SPRAY SPRINKLER, 30 PSI, 12 RADIUS, 1.09 GPM �r 90' 4" POP UP SPRAY SPRINKLER 30 PSI, 12' RADIUS, 0.5 GPM TORO 764-02-63 OR APPROVED EQUAL TORO 765-02-63 OR APPROVED EQUAL TORO V-1550-4F SET TO NOZZLE 4 OR APPROVED EQUAL TORO V-1550 -4 SET TO NOZZLE 3 OR APPROVED EQUAL TORO V-1550-4 SET TO NOZZLE 2 OR APPROVED EQUAL TORO V-1550-4 SET TO NOZZLE 1.0 OR APPROVED EQUAL TORO 570Z-4P-12-F-PC OR APPROVED EQUAL TORO 570Z-4P-12H-PC OR APPROVED EQUAL TORO 570Z-4P-12Q-PC OR APPROVED EQUAL m 1" REMOTE CONTROL VALVE Q 1-1/2" REMOTE CONTROL VALVE Op 1 " BRASS 2 PIECE QUICK COUPLER VALVE g 2" GATE VALVE WITH VALVE BOX. F� DRINKING FOUNTAIN, HANDICAP ACCESSABLE --- SCH 40 PVC IRRIGATION LINE E REMOTE CONTROL VALVE CONTROLLER WIRE, 24V ENERGIZER WIRE #14 UF, SEPARATE WIRES PLUS COMMON (IN PARALLEL) TO CONNECT REMOTE CONTROL VALVES TO RESPECTIVE STATIONS ON AUTOMATIC CONTROLLER REMOTE CONTROL VALVE CONTROLLER WIRE IN PVC CONDUIT. O IRRIGATION CONTROLLER V- VALVE INDICATOR - VALVE NUMBER / CIRCUIT GPM 50. Fv 4 CIRCUIT INDICATOR 1 [11/11/91 1 PERMIT SUBMITTAL NO.1 DATE I BYJ REVISION COPYRIGHT 0 1997, D.A. HOGAN & ASSOCIATES 7 TORO 252-06-04 OR APPROVED EQUAL TORO 252-25-06 OR APPROVED EQUAL TORO 474-21 OR APPROVED EQUAL HAMMOND 200 WOG #667 OR APPROVED EQUAL TORO VISION II, 189-96-01 CONTROLLER D.A. HOGAN & ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 GATE VALVE GATE VALVE IN MANIFOLD PARKING LOT 0 20 40 SCALE.• 1 " = 20 4.0 NOZZLE e 6 11/11/97 ENTON SCHOOL DISTRICT D�aEE 1 -.o RENTON�F� o�wN _.. FIELD & TRACK REPLACEMENT C-5 CHECKED IDLA WASHWATER SYSTEM 1-4 CB#6 3 TYPE 1 L C7 RIM 30.5 IE 25.79 (OUT) SE ;8 LIMIT OF RUBBERIZED SURFACING LIMIT OF POROUS {'off ASPHALT "•�` T� '!F 6' INS Si.=23. L 6" .N N'F=-23 9 F 8" 0)_ NA= 2 3 IE 29.00 IE 29.00 IE 29.00 4'IE IE 29.00 (')`Ov _o, 29.00 r �9.00 E--IE 29.00 f E- IE 2 4 - CB# 1 C7 i' TYPE 2 - 48" DIA RIM - IE 24.72 IN) NE IE 24.62 IN) SE IE 22.25 OUT) W EXISTING 12" STORM SEWER. 2% SLOPE TO RIVER. CONTRACTOR TO VERIFY SIZE,, DEPTH AND LOCATION o ss c?oc� -o 4 CB#2 C7 TYPE 2 - 48" DIA RIM 30.0 ..�` IE 25.13 (IN E IE 25.23 (IN� SE IE 25.0 (OUT) NW LIMIT OF RUBBERIZED SURFACING LIMIT OF POROUS ASPHALT IE 29.00 IE 29.00 APPROXIMATE BOA;NDARY LINE (NOTE 4) BM ELEVATION= 32 25' BRICk, BLD. VISITOR'`_; REST RooVs � __ ; � - ,-- i oP j>� r F= 30.62 /F%F_30_56 L_ _ ,L_. l r- I FiF 30-.67 I / FIRST ROW 4i_OMINUM SEATS -- � ENTRANCE- I - --- -_ _ -- --- _ - ---- -- - __-_ - i ONC. WALK - - ---- -- -- _ - -- --- I WAY I E P ASPHAL I y ------ 1---- -----� --- WOOD WALKWAY dV TH 3' HiGH vv0 R;• _ ON SOJ� F `Si. F 0"Oo" s j - - E.P. 1'r:,,LK SURF .0 IE 29.00 SUBSURFACE DRAINAGE 9 LATERAL C7 IE 29.00 IE--29.00- - - 7.9' TO LIMIT OF POROUS ASPHALT CIE 27.02 IE 28.02 7.9' TO LIMIT OF POROUS ASPHALT LIMIT OF RUBBERIZED IE �- SURFACING 29.00 IE 29.00 CIE 26.95 I IE 27.85 - - - - - - - - - - - - - - - - - - - LIMIT OF POROUS IE 29.00 ASPHALT CIE 26.87 IE 27.75 IE 29-00 S=0.3% 15 (TYP) I S=0.3% 15' (TYP) - (TYP) - - - - - - CIE 26.80 I IE 27.68 - - (TYP)- -� 3' (TYP) g DROP TEE CONNECTION IE 29.00 C7 CIE 26.72 IE 27.63 IE 29.00 CIE 26.65 IE 27.59 FIELD DRAIN SECTION 6 C7 SUBSURFACE DRAINAGE IE 29.00 9 O CIE 26.57 I IE 27.56 LATERAL C7 - - - - DW#1 5 - - - - - - - - - - - - - - - - - - IE 29.00� RIM 29.90 C7 i CIE 26.5 IE 27.55 o- - - - - - - - - - - - - IE 29.00 S=0.3% II I S=0.3% / - - - (TYP) - - - - - - - � I IE 27.54 - - (TYP) CIE 26.42 - - - - IE 29.00 % Q CIE 26.35 IE 27.54 r:? i CIE 26.27 IE 27.5511 IE 29.00 - 0 - - - - - - - - CIE 26.23 I IE 27.56 - - - - - - - - - - - IE 29.00� FIELD DRAIN SECTION 6 ■ CIE 26.18 IE 27.59 C7 IE 29.00 IE 27.63 - T_ - - -CIE 26.14 - - - - - - -- - - - - - IE 29.00 S=0.3% 15(TYP) S=0.3% 15' (TYP) (TYP) - - - - - - CIE 26.09 IE 27.68 (TYP) - - - - - - - - - - - 3 (TYP) CB#4 DW#2 5 DROP TEE CONNECTION 8 TYPE 1 L 3 I 0 RIM 29.90 C7 C7 CIE 26.05 IE 27.75 E26.03M9IN N 5 267.3 LF 6" CPEP 76. ;�IE 25.93 OUT) W IE 29.00 LIMIT OF POROUS S=0.3% CIE 26.05 IE 27.69 ASPHALT E 29.00 707 8 CB#5 3 LIMIT OF RUBBERIZED IE 29.00 TRENCH DRAIN S �F TRENC�1 DRAIN 10 TYPE 1 L C7 10 SURFACING `OS9 6.. C C7 RIM 30.95 pFp + CIE 26.09 IE 27 9 IE 28.95 (OUT) N + C7 E 29.00 LIMIT OFT H DRAIN 7.4' TO _IMIT OF POROUS ASPHALT 7.4' TO LIMIT OF POROUS ASPHALT IE 29.00 ■ DW#3 5 RIM 30.20 C7 - � �_- - C ----------� r----- - r m --- �� 1 LIMIT OF TRENCH DRAIN x rCC _ F.P ASPr-IAL; TYPE 1 L C� U r RIM v I - -� c- --, __ r- _ - IE 25.74 (OUT) NW �� ro' Imo- _� r----- -_ -- ---� __ C =_ = -- = C- - = C= -- - -- _] = = C_ D F=.32.31'� 1 I.3 2 30 - -- - - -- - - - - - --- -- -- - - - 8' FENCE RA 1, DT �, ! - --- -- -. NCE r- r- i `✓ X m P._'P'r ;NIS LOT DRAINAGE LEGEND DRAINAGE NOTES M POWER VAULT/RISE DRAIN PIPE STORM WATER DRAINAGE NOTES GATE POST - 4" PERF. CORR. POLY DRAIN TUBING 1. Before any construction or development activity occurs, a preconstruction meeting must be held with the $ Grass seed m b I' d b h d d' Th IE 29.00 0 20 40 SCALE: 1 " = 20' o. POPLAR TREi= - - 6" CORR. POLY COLLECTOR City of Renton Development Services Division, plan review project manager. ay a app ie y y rosee ing. a grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock •placed to a depth of 1 foot the following 2. All construction shall be in accordance with the latest edition of the 'Standard Specifications for Road, Development Services Division. and must meet specifications: 4•-8•/40%-70% passing; 2 -4• rock/30%-40% passing; and -2 rock/10%-20% TREE AS NOT;=C ® CATCH BASIN INLET TYPE 2 Bridge and Munici I Construction' re red b W.S.D.O.T., and the American Public Works 9 prepared Y Association (APWA by the City Renton. 9. Al pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section passing. 15.A11 building downspouts and footing drains shall be connected to the storm drainage system, unless (48" DIA) , as amended of 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. approved b the Development as - Y p t Services Division. An accurately dimensioned certified as built built rns O \ REBAR AND CAP LS? 5650 SET3. The storm drainage system shall be constructed according to the approved plans which are on file with the City Renton. Any deviation from the This shall include necessary leveling of the trench bottom or the top of the foundation material as well drawing of this drainage system will be submitted to the City of Renton upon completion. CONTROL PO!NI T S 3,4.5 CATCH BASIN INLET TYPE 1 L of approved plans will require written approval from the City as placement and compaction of required bedding material to uniform grade so that the entire length of 16. Issance of the Building or Construction Permit b the City of Renton does not relieve the Y tY a the Owner \ ( 34 x 30 ) of Renton Development Services Division. P the i will be supported on a uniform) dense unyielding base. All i bedding shall be APWA pipe PPo Y y' n9 pipe 9 of continuing legal obligation and/or liability connected with storm surface water disposition. Further, \ SSMH CE=30.59 "'E 6 OUT ° BENCH MARK TUP 0- SE BOL I 4. A copy of these approved plans must be on the job site whenever construction is in progress. Class C , with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for and structural fill 90% ASTM D-1557-70. the City of Renton does not accept any obligation for the proper functioning and maintenance of the ' .0J E s" IN E=25. 1 5 ON LIGHT STA"�:;N.RD �� - �-'• = I.E. 353.5 I.E. INVERT ELEVATION 5. Datum shall be U.S.G.S. unless otherwise approved b C' of Renton. Reference benchmark and PP Y �Y pavement and otherwise per Pea gravel bedding shall be 6 over and PVC s system provided during construction. 48" BRICK OF VISITORS G� E. elevation are noted on the plans. P under pipe. 17. The Contractor shall be responsible for providing adequate safe uard safety devices r t t' WV C.I.E. 350.61 C.I.E. COLLECTOR INVERT ELEVATION WATER VALVE 6. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, 10. Galvanized steel i and aluminized steel i for all drainage facilities shall have asphalt treatment de pipe 9 P �1 or better inside 9 I , p o ec ive equipment, floggers, and any other needed actions to protect the life, health, and safe of the public, safety and they must be satisfactorily maintained until construction is completed and the potential for on -site and outside. 1 1. Structures and to protect property in connection with the performance of work covered by the contract. Any work ❑ T , CATCH BASIN -J END CAP erosion has passed. shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the to of an channel bank. within the traveled right-of-way that may interrupt normal traffic flow shall require an approved traffic g y y P q PP 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all P y 12.All control plan by the Transportation Division. All sections of the W.S.D.O.T. Standard Specifications 1- (� S=C5� SLOPE SANITARY SEWER MANi�OLE . rucon activity ess otherwise approveeveopmen construction unless by the Development Services Division. catch basin grates shall be depressed 0.10 feet below pavement level. 07-23 Traffic Control shall apply. 13.Open cut road crossings through existing public right-of-way will not be allowed unless specifically 18. Special drainage measures will be required if the project location is within the aquifier protection area. � IRRIGATION SPRINKLER HEAD. approved b the City of Renton. PP Y tY ® I -BEAM POST FOR SCOREBC,11DD - 1 1 /1 1 /97 PERMIT SUBMITTAL NO. DATE I-BY1 REVISION COPYRIGHT O 1997, D.A. HOGAN & ASSOCIATES ' tsT°� SS/OVAL ECG UPIRES a/1/99 D.A. HOGAN & ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DATE 11/11/97 SCALE 1 "=20' DRAWN TD CHECKED DLA RENTON SCHOOL DISTRICT SHEET RENTON MEMORIAL STADIUM FIELD AND TRACK REPLACEMENT DRAINAGE,,T� yG FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE ~ 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. 2'-0" 11 11 1 I BUR8Y BY BOTTOM , O FILTER MATERIALI I 2'-6"IN I I I I NCH - 6' MAX. - --- - --2" BY 4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE. r- 6" FILTER FABRIC - MATERIAL I 2" BY 2" BY 14 GA. WIRE 2'-0" FABRIC OR EQUIV. g8_0$v PROVIDE 3/4"-1.5" 12" MIN WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE MIN 2" BY 4" WOOD POST A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASABLE). THE FENCE POSTS SHALL BE SPACED A MAX. OF 6' APART AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 30"). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MIN. OPF 4" AND SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20" OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACEING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH OTHER PROVISIONS OF STANDARD NOTE E. APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2 C-7 3 C-7 FILTER FABRIC FENCE NOT TO SCALE INSTALL TEMPORARY GRAVEL BEFORE GRADING PHASE OF PROJECT. REMOVE PRIOR TO PAVEMENT INSTALLATION INSTALL TEMPORARY FILTER FABRIC BETWEEN FRAME AND GRATE OF ALL CATCH BASINS AND INLETS INSIDE OR ADJACENT TO DISTURBED AREAS. CAST IRON FRAME & GRATE (18' X 24") FT a 0 a //. ° ° ROUND PRECAST CATCH BASIN - P.I.P.E. INC., TACOMA, WA TYPE 2 OR EQUAL D i D 4 C-7 ROUND PRECAST CATCH BASIN - P.I.P.E. INC., TACOMA, WA TYPE 2 OR EQUAL / 8" _- MIN. ��5 .00 C-7 TEMPORARY CATCH BASIN PROTECTION NOT TO SCALE LOCKING CAST IRON FRAME & SURFACE VARIES GRATE (18 X 24' ) DRILL 1 /2" 0 HOLE G PVC PIPE 26" DJUSTMENT RISERS) AS REQUIRED GROUT ALL PIPE WATERTIGHT ON BOTH SIDES OF CATCH BASIN 1 PVC 90' PRECAST CONCRETE C.B.I. oo z SPIGOT ASSOC. SAND & GRAVEL - 4" ELL TYPE 1 OR EQUAL INTERNAL DIMENSIONS= 261 X 22"W X 40"D � da 6" GRAVEL oo° NOTE: FOR INVERT ELEVATIONS 34" SEE DRAINAGE SHEET TYPE-1 L CATCH BASIN INLET NOT TO SCALE NEW SYNTHETIC TURF AND PAD 4" PERF. CORR. POLY -� DRAIN TUBING SEE DRAINAGE SHEET FOR INVERT ELEVATION INFORMATION 2" MIN 6 C-7 -t z N l G1� q ADJUSTMENT RINGS AS REQUIRED RUNGS TO BE PROVIDED IN ACCORDANCE WITH A.P.W.A. STD. NO. 41 FOR INVERT LOCATIONS SEE DRAINAGE SHEET 6" GRAVEL 48" CATCH BASIN INLET TYPE 2 CAST IRON FRAME & GRATE (18' X 24") � 00 NOT TO SCALE ADJUSTMENT RINGS AS REQUIRED RUNGS TO BE PROVIDED IN ACCORDANCE WITH A.P.W.A. STD. NO. 41 o V FOR INVERT LOCATIONS SEE DRAINAGE SHEET �,REAK OUT BOTTOM OF CATCH BASIN lq- z O Cz � \ o o� o (�ko 0000 DRY WELL NOT TO SCALE :: - :K TRACK SURFACE LATERAL SPACING 15' TYP SYNTHETIC TURF FIELD "D" AREA i I —1d. itA ALI hd.jlA ILL Ifid.11LI ILL h! _ o_o _ , o—o— o —o—o— o--o—� o—o —o —o— o. o—o—o—o—o—c—c—ol--o—o—o—o — �— REMOVE PEA GRAVEL TO 2" BELOW SUBGRADE ® TIME OF PLACING PERM. AGGREGATE 2 LATERAL SPACING 15' TYP RUBBERIZED TRACK TRACK SURF 3-1/2" POROI.IS ASPHALT 8" IMPORTED PERMEABLE AGGREGATE CLEAN, WASHED PEA GRAVEL AS NECESSARY FOR LEVELING 2' MIN 2 MIN. PEA GRAVEL 6„ 13' STRUCTURAL FABRIC 6„ STRUCTURAL SOIL BEARING FABRIC MUST BE FLAT ON SUBGRADE FOR FULL WIDTH, FIELD CUT AS NECESSARY. PEA GRAVEL INSTALLATION NOTE: 1. INSTALL PEA GRAVEL WITH 2" CROWN TO FULL DEPTH OF TRENCH 2. REMOVE PEA GRAVEL CROWN TO 2" BELOW & 2" CROWN SUBGRADE PRIOR TO INSTALLATION OF AGGREGATE FIELD DRAIN SECTION (FIELD & TRACK) NOT TO SCALE 1 11/11/9_/�_JPERMIT SET NO. DATE i BY1 REVISION COPYRIGHT O 1997, D.A. HOGAN &ASSOCIATES 897 �SS�oNAL ENG\ ocPIRs 8/1/99 2" A/C PAVING 4" AGGREGATE BASE SUBGRADE COMPACTED TO 95% MIN. NEW A/C PAVING NOT TO SCALE SNAP CAP ALL ENDS OF LATERAL TUBING 4" PERFORATED CORRUGATED POLYETHYLENE 4" X 4" X 4" LATERAL DRAIN TUBING SNAP TEE S=0.5% MIN S=0.5% MIN 2" MIN _ V O PEA GRAVEL } 3" MIN. CORR. POLY TUBING SUBGRADE COMPACTEDDENSITY VARIES IN LENGTH / 6" X 6" X 4" SNAP TEE 6" NON —PERFORATED CORRUGATED POLYETHYLENE COLLECTOR (SMOOTH INTERIOR WALL) FOR INVERT ELEVATIONS SEE DRAINAGE SHEET sI` AL OF TL �a 9 C-7 10 C-7 D.A. HOGAN &ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DROP TEE CONNECTION 3' TYP TO LIMIT OF POROUS ASPHALT PAVING DATE 11/11/,:a SCALE 1'=20' DRAWN TD/DMD CHECKED DLA NOT TO SCALE -3 1/2" POROUS ASPHALT -8" PERMEABLE AGGREGATE 4" PERFORATED CORRUGATED POLYETHYLENE LATERAL DRAIN TUBING JVUVI\111JL �.vrvirr�, i Lv TO MINIMUM 95% DENSITY SUBSURFACE DRAINAGE LATERAL NOT TO SCALE NEW PRE —MANUFACTURED NEW A/C TRENCH DRAIN PAVEMENT RUBBERIZED TRACK SURFACING 3" 5" 6,. NEW POROUS o � o �^ A/C PAVING 0 0 ao% o° o fas _4„ �' 00 000. o 04 °° o o cp 4 S O o 0o o 0 /y /\/ x \\\/. COORDINATE DRAINLINE 4" PVC LOCATIONS WITH NEW LENGTHS VARY 4" PVC CONCRETE RETAINING WALL FOOTING (SEE 4" 45' BEND PVC STRUCTURAL) TO NEW CATCH BASINS SEE DRAINAGE SHEET FOR INVERT ELEVATIONS. TRENCH DRAIN NOT TO SCALE RENTON SCHOOL DISTRICT RENTON STADIUM FIELD &TRACK REPLACEMENT DETAILS SHEET GALV. UNION S X TH BUSHIN PVC COUPLING —, FINISH GRADE CAST IRON SLEEVE AND LID 6" PIPE EXTENSION BRASS GATE VALVE (150 PSI) S X TH BUSHING PVC PIPE PVC PIPE GALV. NIPPLE /��� PVC COUPLING 6" LONG MIN. 6" MIN. DEPTH PEA GRAVEL BRASS NIPPLE SUBGRADE v SCH 80 SCH 80 2" SCH 80 F SLIP UN PREFORMED SCH TOE NIR REMOTE CONTROL VA PREFORMED SCH I TOE NIPP 2" SCH 80 PVC SLIP UNION 2 SCH 80 PE PVC NIPPLE 2 X 2 1/2" PVC REDUCER BUSHING 2 1/2" 90- SCH 40 ELBOW 4" AGGREG/ COMPACTED SUBGRADE 1" Q1 COUPLING V GATE VALVE NOT TO SCALE SET TO FINISH GRADE F-LOCKING COVER WITH ADJUSTABLE FRAME VAULT, 57 1/2" X 22" INSIDE n1k ACAICI!\A1. I ITII ITY VAULT 0 i QCV IN A/C PAVING SECTION A — A THROUGH VAULT FJ LA N PLUMB BOX DRAIN TO SUBSURFACE DRAINAGE SYSTEM VALVE MANIFOLD NOT TO SCALE 4" GALV. COUPLING 4" PVC MALE ADAPTOR EXPOSED POROUS ASPHALT (FOG COAT) �^o ^o8`rA (ZD 3-1/2" POROUS o o o ASPHALT o ° 00 pn)n O° O O O ° ° O 8" PERMEABLE °% ° AGGREGA-E COMPACTED SUBGRADE 1 " QUIC COUPLING VALVE PVC MALE ADAPTER S X TH H 40 PVC SUPPLY LC-84 SCH 40 TEE X 2" S X TH ;CH 80 BUSHING BRASS NIPPLE BRASS UNION BRASS NIPPLE 2" BRASS GATE VALVE BRASS NIPPLE BRASS UNIION BRASS NIPPLE Q2" SCH 40 ELBOW 4" BLACK PLASTIC THREADED PLUG TO HAVE OPENING SLOT & TO BE FLUSH WITH PAVING RUBBERIZED TRACK SURFACE SAWCUT NOTCH IN VALVE BOX AS REQ'D FOR ANGLE IRON INSTALLATION MINX 11 69� 0 ° ° 0 ° 00 ° �° % O 2" X 2/\ GALV. ANGLE IRON 18" IN LENGTH DRILL TO FIT U-BOLT 3/4" GALV. TH. U-BOLT W/GALV. NUT SCH 80 PVC NIPPLE SH 40 PVC 4 S X TH, 90' ELL REFER TO C-8 FOR RISER ASSEMBLY QCV IN POROUS ASPHALT QUICK COUPLING VALVE ASSEMBLY NOT TO SC ALE SLEEVE SET 1/2" ABOVE CONCRETE. BLACK MATT TO BE FLUSH WITH TOP OF SLEEVE 1" 1" oQCQ�Qo= ooQ�oo t-01 o(�0°POPUP °O° O SPRINKLER HEAD° o° °�' oo °°° °°° O° °6"0 PVC SLEEVE 1 " SCH 40 PVC MALE ADAPTER 1" SCH 80 NIPPLE VARIABLE LENGTH 1 " SCH 40 PVC MALE ADAPTER SECTION 1 " SCH 40 PVC FEMALE ADAPTER " SCH 40 PVC NIPPLE TO TRIPLE SWING JOINT ASSEMBLY 4" BLACK THREADED PLASTIC PLUG WITH SLOT. PLUG TO BE 9' TAPER FLUSH WITH CONCRETE. 1 4" COUPLING c - 2.5" 4" PVCMALE DA L R "o ° 00 ° ° ° �2"X2" GALV. ANGLE IRON 0 000, ° ° 18" IN LENGTH, DRILL ° TO FIT U-BOLT PVC MAL ADAPTER, SXTH- SAWCUT NOTCH IN BOX AS 4" PVC PIPE REQUIRED FOR ANGLE IRON INSTALLATI SECTION SCH 80 PVC NIPPLE VARIABLE LENGTH TH PVC 90' ELL 30 1-1/4" X 1" X TH 1 -1 /4" PVC CLASS 200 SYNTHETIC TURF BLACK MATT ONLY RUBBERIZED TRACK ..�.`..... t-- 0.5 3" 3" 9„ 15" PLAN SYNTHETIC TURF BLACK MATT ONLY RUBBERIZED TRACK 0.5' 3" 3" 9„ ON 15" PLAN NOTE: UTILIZE 1" SIZE PIPE AND FITTINGS EXCEPT AS NOTED OTHERWISE PVC TH SCH 80 1-1/4" X 1" NIPPLE 3 LONG / S X TH BRASS COUPLING -� 30' OPTIONAL VERTICAL EXTENSION FOR DEPTH • PVC TEE OR ELL W/ - BUSHING AS REQUIRED ° TH PVC OPTIONAL VERTICAL ° 90' ELL PVC TEE OR ELL W/ EXTENSION FOR DEPTH BUSHING AS REQUIRED PVC TEE OR ELL W/ °" "'"' SUBSURFACE NI SCH 80 PVC TH PVC BUSHING AS REQUIRED DRAIN TUBING NIPPLE 90' ELL PVC TH SCH 80 TH PVC NIPPLE VARIES IN 90' ELL LENGTH SPRINKLER HEAD/QCV ELEVATION PVC LATERAL MAIN PIPE NOT SHOWN PLAN TRIPLE SWING JOINT SCH 40 TRIPLE SWING JOINT SPRINKLER & QUICK COUPLER IN CONCRETE APRON NOT TO SCALE SYNTHETIC TURF TAPER EDGE CUT TURF TO ALLOW REMOVAL OF ENTIRE HEAD PVC SLEEVE EXTENSION SYNTHETIC TURF 4 4 Y 4 1. Y Y LL i INSITU PAD o =- 0 O ° ° C 0 0 ° o 0 o O ° O o O o ° O ° POROUS ASPHALT PAVING (, 0 0 0 0 ° o ° °o ° ° ° ° o CORECUT SYNTHETIC TURF PATCH INSITU PAD CORECUT POROUS ASPHALT AND INSITU PAD FOR SPRINKLER INSTALLATION SYNTHETIC TURF INSITU PAD POROUS ASPHALT�'� PATCH WITH 3/8" - 1 /8" CLEAN_-, DRY PEA GRAVEL - URETHANE MIX PERMEABLE AGGREGATE FOAM PAD 1" SCH.40 MALE ADAPTER 1 " SCH. 80 NIPPLE, VARIABLE LENGTH 1" SCH. 40 MALE ADAPTER v Ire- 1 1 /1 1 /9 1 PERMIT SUBMITTAL NO. DATE ]BYJ REVISION COPYRIGHT O 1997. D.A. HOGAN & ASSOCIATES PAD PVCL---FOAM EEVE EXTENSIO NOTE: PROVIDE PAD AND TURF PLUG �- AT CENTER OF SPRINKLER TO FACILIATE REMOVAL OF COVER POP UP UNIT SYNTHETIC TURF PATCH INSITU PAD SCRIM INSITU PAD z 0 0 o � ° 0 O ° ° O ° ° 0 ° 0° ° °0� ° ° 0 O 0 °g0 ° o °� °°° ° ° °°o C ° CD SLEEVE UPPER SECTION-•t' PATCH WITH 3/8" - 1 /8" CLEAN WASHED DRY PEA GRAVEL - URETHANE MIX SLEEVE LOWER SECTION SECTION SPRINKLERU POP UP UNIT TOP SECTION OF SLEEVE INSTALLED WITH SPRINKER CORECUT POROUS ASPHALT AND IN SITU PAD FOR SPRINKLER INSTALLATION PROVIDE TEMPORARY COVER FOR SLEEVE DURING INSTALLATION OF POROUS ASPHALT PAVING SCRIM INSTALL 6" PVC SLEEVE PRIOR TO POROUS ASPHALT INSTALLATION Rom.., �• 4' MIN TORO 760 POP UP SPRINKLER HEAD �1, \�/ %%\ SUBGRADE 4 REFER TO FOR RISER C-8 6" 0 PVC SLEEVE ASSEMBLY 1" SCH 40 PVC FEMALE ADAPTER ELEVATION TO TRIPLE SWING JOINT ASSEMBLY SPRINKLER HEAD DETAIL SPRINKLER IN SYNTHETIC TURF NOT TO SCALE u PF TOP OF SPRINKLER HEAD TO BE LEVEL WITH FINISH GRADE SPRINKLER HEAD PVC TH SCH 80 RISER ASSEMBLY TO NIPPLE 3" LONG MATCH SPRINKLER HEAD BRASS NIPPLE VARIABLE LENGTH 9( 9( SCH 80 PVC NIPPLE TH SCH 8 VARIABLE LENGTH NIPPLE TH PVC TH PVC 90' ELL 90' ELL SPRINKLER HEAD NOT SHOWN 171/4 X 3/4" VS X TH --'l 1 /4" PVC PVC LATERAL PIPE ELEVATION SPRINKLER RISER ASSEMBLY SCH 80 PVC NIPPLE FACTORY THREADED OR W/ MALE ADAPTER SCH 80 PVC 90' ELBO NOTE: VALVE BOX NOT TO REST ON PIPE SCH 80 PVC NIPPLE FACTORY THREADED OR W/ MALE ADAPTER BUSHING AS REQUIRED VALVE SOLENC u al NOT TO SCALE PLAN 1-1/4 X 1 S X TH 'PVC TEE OR ELL W/ BUSHING AS REQUIRED TH PVC 90' ELL PVC TH SCH 80 NIPPLE VARIES IN LENGTH NOTE: UTILIZE 3/4" SIZE FOR SWING JOINT ASSEMBLY EXCEPT AS NOTED DIRECT BURY CABLE TO CONTROLLER l 1 PLASTIC VALVE BOX W/LOCKING TOP & EXTENSION - AMETEK OR EQUAL SCH 80 PVC UNION SCH 80 PVC NIPPLE, FACTORY FACTORY THREADED OR W/ MALE ADAPTER PVC 90• ELBOW EMOTE S X TH CONTROL 6" MIN. CLR. VALVE 6" PEA PVC PIPE GRAVEL • p� •. p, o o a BUSHING AS R �/ CMU BLOCKS EQUIRED FOR SUPPORT PVC 90' ELBOW �I PVC TEE OR TEE S X S X TH AS REQUIRED TO LATERAL REMOTE CONTROL VALVE NOT TO SCALE COMMON (IN PARALLEL) 'ARE WIRES E I E "r `�� TO VALVE 6. LABEL EACH CONTROL WIRE ENERGIZING WIRE WITH CONTROLLER STATION DESIGNATION. AUTOMATIC IRRIGATION CONTROLLER SCHEMATIC NOT TO SCALE 1� L. r� f W " D.A. H O G A N & ASSOCIATES DATE 11 / 11 /97 RENTON SCHOOL DISTRICT SHEET CONSULTING ENGINEERS SCALE 1'=20' RENTON STADIUM �s CIS L 1703 DEXTER AVE. N. SEATTLE, WA 98109 DRAWN TD/DMD FIELD & TRACK REPLACEMENT C-8 SIDNAE� 11 1 t II OY7 CHECKED DLA DETAILS EXPIRES 8/1/99 (206) 285-0400 L � °2 2 "G RENTON SCHOOL DISTRICT NO, 403 PERMIT SUBMITTAL SET 11-NOV•97 91 -t, I (�) VICINITY MAP: SITE PLAN: OWNER: "'.,PROJECT ADDRESS RENTON STADIUM 405 LOGAN AVE NORTH \RFNTnN WA 1 Wj >f o7 CONSTRUCTION STAGING AREA RENTON AIRPOF LEGAL DESCRIPTION PARKING PROJECT STAND 1-71� GRANDIL Q v o V J vaaaaa<Qdaa CONSTRUCTION ACCESS kRKING ARKIN'j A strip of land 137.70 feet wide in that portion of the southeast quarter of the southeast quarter of section 7, Township 23 North, Range 5 East, W.M., in King County, Washington, Lying easterly of commercial waterway District No. 2 right-of-way and weste rly of Logan Street North extension as deeded to the State of Washington by deed recorded under Auditor's File No. 3261297, described as follows: Beginning at the South Margin of 6th Avenue North and West Margin of Logan Street North: thence South Oo25'49" West Lambert Meridian; North Zone, 574.15 feet to the point of curvature of a curve to the right of radius 1710.08 feet; thence southwesterly a long said curve and along said west margin 279.44 feet to a point from whence the curve center bears north 80o12'26" west, said point being the true point of beginning: thence continuing southwesterly along said curve, 140.90 feet: thence north 89o59'56 " west 830.55 feet, more or less, to the easterly line of Commercial Waterway Dist. No. 2 right-of-way: thence north 12o47'42" west, along said right-of-way, 141.21 feet: thence south 89o59'56" east 891.48 feet to the true point of beginning. INDEX OF DRAWINGS RENTON SCHOOL DISTRICT NO, 403 C-0 COVER 1220 NORTH 4TH STREET C-1 TOPOGRAPHIC SURVEY RENTON, WASHINGTON 98055 C-2 DEMOLITION (425) 204-2300 C-3 GRADING & TESC (425) 204-J-405 Fax C-4 LAYOUT C-5 WASHWATER SYSTEM C-6 DRAINAGE ENGINEER: C-7 DETAILS C-8 DETAILS D.A. HOGAN & ASSOCIATES C-9 DETAILS 1703 DEXTER AVENUE NORTH C-10 DETAILS SEATTLE, WASHINGTON 98109 C-1 1 DETAILS (206) 285-0400 (206)285-0480 Fax ti rn a� E U) a� a a� E �i �a a a� ca a� i.i E B 0 E (3) c 0 c a� NOTES 1) ALL CATCH BASINS NOTED HAVE A 4" IRON PIPE WITH A TEE AND CAPPED AT THE END AND ACTS AS A GREASE TRAP. 2) ALL FENCES ARE CHAIN LINK. 3) THE NEXT SANITARY SEWER MANHOLE TO THE NORTH IS IN A BOEING RESTRICTED AREA AND IS INACCESSIBLE. 4) THE BOUNDARY LINE INDICATED IS THE SOUTH BOUNDARY LINE IN THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT. 5) THIS FENCE IS THE NORTH BOUNDARY FENCE INTRUDING SOUTHWARD. 6) HORIZONTAL DATUM IS CITY OF RENTON NAD 1983/91 7) VERTICAL DATUM IS CITY OF RENTON NAVD 1988. 8) SURVEY WAS PERFORMED USING A 5 TOTAL STATION. STUB 0 CONNE TO FE , ON `C O C PA c 0 0 LEGEND REAlT01V STADIUM ® POWER VAULT/RISER GATE POST 0 POPLAR TREE TREE AS NOTED REBAR AND CAP LS15650 SET CONTROL POINTS 3,4,5 Q BENCH MARK TOP OF SE BOLT ON LIGHT STANDARD 20'+- EAST OF VISITORS GATE. Wv WATER VALVE CATCH BASIN O SANITARY SEWER MANHOLE IRRIGATION SPRINKLER HEAD p I -BEAM POST FOR SCOREBOARD APPROXIMATE BOUNDARY LINE (NOTE 4) BM ELEVATION= 32.25' BRICK BLD. VISITOR'S REST ROOMS ' F F=30.62 m Jnz�_ NOTE 5 J ENTRANCE CONC. WALK �— 30.00 WAY R" FFNC F / — -�0.5 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. r 30.50 N 0 0 uSSMH CE=30.59 _ .05 IE 6" IN E=25.15 48" BRICK F F=30.56 VISITOR'S BLEACHERS 3p FIRST ROW ALUMINUM SEATS SPHALTMI WOOD WALKWAY WITH�3'HIG�HWOO�DR, E-F- AS PtT — --o-o- — — S L 0 10 RACK RADI QPOINT F F=30.6 SOUTHSIDE DE wooc S 4" FENCE a) PARKING LOT E.P ASPHALT CP 5 F F=30.71 / ETAL MAINTENANCE BLD{ h 1 CH / / 38-91-/7( BRICK BLD. VISITOR'S • _ REST ROOMS c �" v `� i I S B L- A od R, , SAWCUT LINE c 6" FROM FENCE P SAWCUT LINE 6 FROM FENCE F/F=�6 FLF=30.6 / F F-30.62 --� i r ---� t IRST ROW ALUMINUM SEATS z ENTRANCE -- - E_P ASPHALT - - ---- HIGH - `- NOTE 5 rr I WAY -L CONIC WALK WCOD WALKWAY WITH 3' H CH NCOG Ra'_ ON SOOT SIDE WOO, S \ /-�_._.__ .mil- -- ------------- --- }` 8 _rr_--�-_-;� _ ;�ntvC CJKt�--_ ----�--�`r7�--- - _ ---- --- -- ------ - - --- --- --- ------ --- ---------- -- _ I E.P. TRACK SURFACE LIMIT OF FENCE 3 LIMIT OF FENCE REMOVAL (TYP.) SEE DETAIL 1 BELOW REMOVAL (TYP.) FOR NORTHWEST CORNER - 0 OF PROJECT AREA ���. LIMIT OF SAWCUT O (TYP• �,iL1b ) T� 7 ENC, I i (TYP.) -30.21 CB768 CE=30.21 NE 3 " I 4 = 9.1 �C'-) � � IE 4 DI OUT W=28 1 - � 1, E.P ` TRA RFrNCE A' ErWrF - G•• % IF 6" IN rF-2-5.2 REMOVE EXISTING ORGANIC MATERIAL AND A DISPOSE OF OFF SITE !1 1 0 ` kY (TYP.) R IO -< \ R A ' S 1 P NT STRI CONC. PAD 1 R CONC. S PAD PAINT IPE O 0 6" �AE`fAL FLAGPOLE & (TYP.) 2 (TYP.) CB777 CE=30.15 =28.4 (NOTE 1) A EM VE PAVEMENT N DISPOSE OF OFF IT PROTECT EXISTIN SCOREBOARD m • � 0 0 (TYP.) c t*1 E OVE PAVEMENT N DISPOSE OF OFF ITE LIMIT OF FENC REMOVAL G (TYP.) 1 LIME K 1 I 1 (TYP.) REMOVE EXISTING STEEPLE CHASE BOX AND DISPOSE OF OFF SITE REMOVE EXISTING GOAL E=30.10 POSTS AND DELIVER T 4-DI OUT S=28.4 OWNER ON SITE NOTE ) (TYP.) 0 VD REMOVE EXISORGANIC MAT=3 .18 DISPOSE OF UT NE=28.3 (TYP.) (TYP. ) IT OF FENCE 1 REMOVAL 1 E.P. TRACK SURFACE 1 4' FENCE 0 0 (TYP.) (TYP.) REMOVE/DISPOSE EXISTING 8' FENCE FABRIC, POSTS, RAILS AND FOOTINGS 7 ' LIMIT OF WORK LIMIT OF SAWCUT i O.7�P ASP:-, L I - - - - -------- ;1j - -- -- -- - -- -- TP ?SURFACE . AC O REMOVE EXISTING 4 POLE VAULT BOX 683 :. (TYP.) AND DISPOSE OF v �P OFF SITE 7 3 2" STRIPING (TYP.) CB767 CE-30.32 IE 4 DI OUT SW=28.5 C8761 CE=30.30 (NOTE 1) 5 L �� jl (TYP.) CONC. CURB E.P ASPHALT 0 (TYP. POLE VAULT A PIT 0n44 _ACE (TYP.) m 0 r (TYP.) I REMOVE ALL EXISTING REMOVE EXISTING TAKE OFF BOARDS & REMOVE XISTING (�'P•) REMOVE EXISTING ROOT BARRIER WHERE JUMP PIT AND TRAYS REMOVE ALL EXISTING JUMP PIT AND I ENCOUNTERED AND DISPOSE OF OFF SITE TAKE OFF BOARDS & DISPOSE F OFF SITE DISPOSE OF OFF SITE TRAYS C8760 CE=30.21 OUT =27.8 O (TYP.) IE 6"PVC IN SE-27.5 OTE 1) O I 0 (TYP.) 2 0 (TYP.) 5 TYP.) (TYP.) (TYP.) I � I (TYP.) I REMOVE EXISTING RADII REMOVE EXISTING RADII POINTS AND DISPOSE 3 POINTS AND DISPOSE OF OFF SITE OF OFF SITE (TYP.) � i REMOVE EXISTING GOAL 5 p POSTS AND DELIVER TO = 30.20 POST CK RADIUS TRAC NRADIUS GO ST OWNER ON SITE (TYP.) IE 6" PVC IN NNW-28.00 POINT P QT - IE 4" DI OUT E-28.4 0 0 1 N (NOTE 1) N �O o c (TYP.) i D N c r,i 1 � z� m D T' c C� m � I 04 (TYP.) 0 2 1 5 (TYP I 0 0 (TYP.) - _ I LIMIT OF WORK (TYP.) (TYP.) IE 6" PVC OUT SSE-28.1 c`' I m� I 2 I (TYP.) 5 I 5 ASTRID TURF 5 (TYP.) E. K UR AC 2 5 CB75 =30.24 (TYP.) C6748 CE=30.25 2 (T(p,) 4 YD751 CE=30.20 (TYP.) I DI OUT SSW=28.0 = CB749 CE=30.32 O " C8750 CE=30.30 ) 1 REMOVE EXISTING ROOT (NOTE 1) IE 4 PVC OUT SE=29. IE 4" PVC IN NW=29.2 (TYP) (TYP-) NOTE 1 BARRIER WHERE IE 4 DI OUT N=28.8 �IEIJOUT8.5 POWERVAULTSIE 4 0l OUT W=28.4 12'x18" FLUSH 0 3 I ENCOUNTERED AND Box 17"x22" (TYP,) 7 DISPOSE OF OFF SITE (TYP.) 1 REMOVE/DISPOSE EXISTING 4' FENCE O4 REMOVE/DISPOSE SAWCUT LINE 0 I FABRIC � EXISTING 4' FENCE LIMIT OF FENCEVE.�F LIMIT OF FENCE � 2 15" B► J LIMIT OF FENCE (TYP.) FABRIC REMOVAL 3 (TYP.) � FABRIC REMOVAL 3.5' HIGH METAL FABRIC REMOVAL • (IY .) RAIN 4" IA GUARD RAILS Dk28.20 4" DIA CE=28.25 F/F=28.2 (TYP•) IE 4" OUT E=26�'l , CW=26.8 ONRACK RSBURFAC�, FEN / - - - - FA�41 - / Fir -I r1i [_ r- -- -- I zl - --- _ --- I D)= EXISTING TREES TO REMAIN 7 F FENCE I LIMIT 0 I -- :: _ - -� r =----- - --- --� _- _ _-- 3 REMOVAL -- -- LIMIT OF WORK \,F1><32.30 _ _ 1 A F . NC_ - , I I cI r PARKING LO L- LIMIT OF FENCE i REMOVAL C I ' U R LIMIT OF F LIMIT OF FENCE REMOVAL 1 SEE DETAIL 1 BELOW REMOVAL FOR NORTHWEST CORNER OF PROJECT AREA LIMIT OF SAWCUT OO (TYP.) 1 E - , rw4K, SURFACE - C8776 - --a --- OU s ` (N SE=23.2 , IF 6" 'N NE=23-9 -�, O ir. ` ` EONCG 19, =23.1 `. AL FLAGPOLE 5 REMOVE EXISTING C11 ORGANIC MATERIAL AND 2 (TYP.) DISPOSE OF OFF SITE A 3 2 (TYP.) (TYP.) 1 ,777 CE=30.15 1' / 3. CB=28.4 1 (NOTE 1) REMOVE/DISPOSE 1 EXISTING 8' FENCE 5 FABRIC, POSTS, RAILS AND FOOTINGS ,O (TYP') ,1 K L I12)�FWpffiC A ''{ REMOVE EXISTING I REM VE PAVEMENT STEEPLE CHASE BOX AN DISPOSE OF OFF AND DISPOSE OF -EIIS,NG Srr OFF SITE 1 Ci-2 NORTHWEST CORNER 1 "=20' TREE PROTECTION NOTES Where the drip line of a tree overlaps a construction, this shall be indicated on the survey and the following tree protection measures should be employed: 1. The contractor may not fill, excavate, stack or store any equipment, or compact the earth in any way within the area defined by the drip line on any tree to be retained. 2. The contractor shall erect and maintain rope barriers or place bales of hay on the drip line to protect roots. In addition, the contractor shall provide supervision whenever equipment or trucks are moving near trees. 3. The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. 4. The grade level around any tree to be retained may not be lowered within the greater of the following areas: 1) the area defined by the drip line of the tree, or 2) an area around the tree equal to one foot (1') in diameter for each one inch (1") of tree caliper. 5. The contractor shall prune branches and roots, fertilize, and water as appropriate for any trees and ground cover which are to be retained. 1 11/11/971 1 PERMIT SUBMITTAL NO. DATE 1 BYJ REVISION COPYRIGHT O 1997, D.A. HOGAN & ASSOCIATES DEMOLITION NOTES OREMOVE EXISTING SYNTHETIC TURF AND PAD AND DISPOSE OF OFF SITE. O2 REMOVE EXISTING A/C OR CONCRETE PAVEMENT AND CURBING & DISPOSE OF OFF SITE. O3 REMOVE EXISTING CHAINUNK FENCE, POSTS, FOOTINGS, ETC. AND DISPOSE OF OFF SITE. BACKFILL FOOTINGS WITH SELECT FILL TO 95% O4 REMOVE EXISTING RUBBERIZED TRACK SYSTEM AND DESIGNATED FIELD EVENT AREAS & ASPHALT BASE AND DISPOSE OF OFF S'TE. O5 REMOVE EXISTING CATCH BASIN AND DISPOSE OF OFF SITE. BACKFILL AND COMPACT EXCAVATED AREA WITH SELECT FILL TO 957. WITH 12" MAX. LIFTS. ' REMOVE THE EXISTING DRAIN LINES WHERE ENCOUNTERED. CAP AND ABANDON EXISTING DRAIN LINES WHERE ENCOUNTERED. O6 SAWCUT EXISTING ASPHALTIC CONCRETE PAVING TO PROVIDE A SHARP EDGE. REMOVE THE EXISTING A/C PAVING ON THE TRACK SIDE OF THE SAWCUT AND DISPOSE OF OFF SITE. O7 REMOVE EXISTING TREES & STUMPS AND DISPOSE OF OFF SITE. TREES ARE TO BE REMOVED FOR SAFETY PURPOSES AND TO PREVENT ROOT DAMAGE TO NEW AND EXISTING PAVEMENT. OPROTECT EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. )%ta'' cI �w SNAL ECG ttitli9� D�iiES 8/1/99 D.A. HOGAN &ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DATE 11/11/97 SCALE 1"=20• DRAWN JAB CHECKED RLC 0 20' 40' SCALE 1 " = 20' LEGEND SAWCUT LINE LIMIT OF WORK xExror+SCHOOL oisrAicr RENTON MEMORIAL STADIUM FIELD & TRACK REPLACEMENT DEMOLITION SHEET C;2 •a O�'lyjN s G (TYP.) 1 LIME K 1 I 1 (TYP.) REMOVE EXISTING STEEPLE CHASE BOX AND DISPOSE OF OFF SITE REMOVE EXISTING GOAL E=30.10 POSTS AND DELIVER T 4-DI OUT S=28.4 OWNER ON SITE NOTE ) (TYP.) 0 VD REMOVE EXISORGANIC MAT=3 .18 DISPOSE OF UT NE=28.3 (TYP.) (TYP. ) IT OF FENCE 1 REMOVAL 1 E.P. TRACK SURFACE 1 4' FENCE 0 0 (TYP.) (TYP.) REMOVE/DISPOSE EXISTING 8' FENCE FABRIC, POSTS, RAILS AND FOOTINGS 7 ' LIMIT OF WORK LIMIT OF SAWCUT i O.7�P ASP:-, L I - - - - -------- ;1j - -- -- -- - -- -- TP ?SURFACE . AC O REMOVE EXISTING 4 POLE VAULT BOX 683 :. (TYP.) AND DISPOSE OF v �P OFF SITE 7 3 2" STRIPING (TYP.) CB767 CE-30.32 IE 4 DI OUT SW=28.5 C8761 CE=30.30 (NOTE 1) 5 L �� jl (TYP.) CONC. CURB E.P ASPHALT 0 (TYP. POLE VAULT A PIT 0n44 _ACE (TYP.) m 0 r (TYP.) I REMOVE ALL EXISTING REMOVE EXISTING TAKE OFF BOARDS & REMOVE XISTING (�'P•) REMOVE EXISTING ROOT BARRIER WHERE JUMP PIT AND TRAYS REMOVE ALL EXISTING JUMP PIT AND I ENCOUNTERED AND DISPOSE OF OFF SITE TAKE OFF BOARDS & DISPOSE F OFF SITE DISPOSE OF OFF SITE TRAYS C8760 CE=30.21 OUT =27.8 O (TYP.) IE 6"PVC IN SE-27.5 OTE 1) O I 0 (TYP.) 2 0 (TYP.) 5 TYP.) (TYP.) (TYP.) I � I (TYP.) I REMOVE EXISTING RADII REMOVE EXISTING RADII POINTS AND DISPOSE 3 POINTS AND DISPOSE OF OFF SITE OF OFF SITE (TYP.) � i REMOVE EXISTING GOAL 5 p POSTS AND DELIVER TO = 30.20 POST CK RADIUS TRAC NRADIUS GO ST OWNER ON SITE (TYP.) IE 6" PVC IN NNW-28.00 POINT P QT - IE 4" DI OUT E-28.4 0 0 1 N (NOTE 1) N �O o c (TYP.) i D N c r,i 1 � z� m D T' c C� m � I 04 (TYP.) 0 2 1 5 (TYP I 0 0 (TYP.) - _ I LIMIT OF WORK (TYP.) (TYP.) IE 6" PVC OUT SSE-28.1 c`' I m� I 2 I (TYP.) 5 I 5 ASTRID TURF 5 (TYP.) E. K UR AC 2 5 CB75 =30.24 (TYP.) C6748 CE=30.25 2 (T(p,) 4 YD751 CE=30.20 (TYP.) I DI OUT SSW=28.0 = CB749 CE=30.32 O " C8750 CE=30.30 ) 1 REMOVE EXISTING ROOT (NOTE 1) IE 4 PVC OUT SE=29. IE 4" PVC IN NW=29.2 (TYP) (TYP-) NOTE 1 BARRIER WHERE IE 4 DI OUT N=28.8 �IEIJOUT8.5 POWERVAULTSIE 4 0l OUT W=28.4 12'x18" FLUSH 0 3 I ENCOUNTERED AND Box 17"x22" (TYP,) 7 DISPOSE OF OFF SITE (TYP.) 1 REMOVE/DISPOSE EXISTING 4' FENCE O4 REMOVE/DISPOSE SAWCUT LINE 0 I FABRIC � EXISTING 4' FENCE LIMIT OF FENCEVE.�F LIMIT OF FENCE � 2 15" B► J LIMIT OF FENCE (TYP.) FABRIC REMOVAL 3 (TYP.) � FABRIC REMOVAL 3.5' HIGH METAL FABRIC REMOVAL • (IY .) RAIN 4" IA GUARD RAILS Dk28.20 4" DIA CE=28.25 F/F=28.2 (TYP•) IE 4" OUT E=26�'l , CW=26.8 ONRACK RSBURFAC�, FEN / - - - - FA�41 - / Fir -I r1i [_ r- -- -- I zl - --- _ --- I D)= EXISTING TREES TO REMAIN 7 F FENCE I LIMIT 0 I -- :: _ - -� r =----- - --- --� _- _ _-- 3 REMOVAL -- -- LIMIT OF WORK \,F1><32.30 _ _ 1 A F . NC_ - , I I cI r PARKING LO L- LIMIT OF FENCE i REMOVAL C I ' U R LIMIT OF F LIMIT OF FENCE REMOVAL 1 SEE DETAIL 1 BELOW REMOVAL FOR NORTHWEST CORNER OF PROJECT AREA LIMIT OF SAWCUT OO (TYP.) 1 E - , rw4K, SURFACE - C8776 - --a --- OU s ` (N SE=23.2 , IF 6" 'N NE=23-9 -�, O ir. ` ` EONCG 19, =23.1 `. AL FLAGPOLE 5 REMOVE EXISTING C11 ORGANIC MATERIAL AND 2 (TYP.) DISPOSE OF OFF SITE A 3 2 (TYP.) (TYP.) 1 ,777 CE=30.15 1' / 3. CB=28.4 1 (NOTE 1) REMOVE/DISPOSE 1 EXISTING 8' FENCE 5 FABRIC, POSTS, RAILS AND FOOTINGS ,O (TYP') ,1 K L I12)�FWpffiC A ''{ REMOVE EXISTING I REM VE PAVEMENT STEEPLE CHASE BOX AN DISPOSE OF OFF AND DISPOSE OF -EIIS,NG Srr OFF SITE 1 Ci-2 NORTHWEST CORNER 1 "=20' TREE PROTECTION NOTES Where the drip line of a tree overlaps a construction, this shall be indicated on the survey and the following tree protection measures should be employed: 1. The contractor may not fill, excavate, stack or store any equipment, or compact the earth in any way within the area defined by the drip line on any tree to be retained. 2. The contractor shall erect and maintain rope barriers or place bales of hay on the drip line to protect roots. In addition, the contractor shall provide supervision whenever equipment or trucks are moving near trees. 3. The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. 4. The grade level around any tree to be retained may not be lowered within the greater of the following areas: 1) the area defined by the drip line of the tree, or 2) an area around the tree equal to one foot (1') in diameter for each one inch (1") of tree caliper. 5. The contractor shall prune branches and roots, fertilize, and water as appropriate for any trees and ground cover which are to be retained. 1 11/11/971 1 PERMIT SUBMITTAL NO. DATE 1 BYJ REVISION COPYRIGHT O 1997, D.A. HOGAN & ASSOCIATES DEMOLITION NOTES OREMOVE EXISTING SYNTHETIC TURF AND PAD AND DISPOSE OF OFF SITE. O2 REMOVE EXISTING A/C OR CONCRETE PAVEMENT AND CURBING & DISPOSE OF OFF SITE. O3 REMOVE EXISTING CHAINUNK FENCE, POSTS, FOOTINGS, ETC. AND DISPOSE OF OFF SITE. BACKFILL FOOTINGS WITH SELECT FILL TO 95% O4 REMOVE EXISTING RUBBERIZED TRACK SYSTEM AND DESIGNATED FIELD EVENT AREAS & ASPHALT BASE AND DISPOSE OF OFF S'TE. O5 REMOVE EXISTING CATCH BASIN AND DISPOSE OF OFF SITE. BACKFILL AND COMPACT EXCAVATED AREA WITH SELECT FILL TO 957. WITH 12" MAX. LIFTS. ' REMOVE THE EXISTING DRAIN LINES WHERE ENCOUNTERED. CAP AND ABANDON EXISTING DRAIN LINES WHERE ENCOUNTERED. O6 SAWCUT EXISTING ASPHALTIC CONCRETE PAVING TO PROVIDE A SHARP EDGE. REMOVE THE EXISTING A/C PAVING ON THE TRACK SIDE OF THE SAWCUT AND DISPOSE OF OFF SITE. O7 REMOVE EXISTING TREES & STUMPS AND DISPOSE OF OFF SITE. TREES ARE TO BE REMOVED FOR SAFETY PURPOSES AND TO PREVENT ROOT DAMAGE TO NEW AND EXISTING PAVEMENT. OPROTECT EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. )%ta'' cI �w SNAL ECG ttitli9� D�iiES 8/1/99 D.A. HOGAN &ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 DATE 11/11/97 SCALE 1"=20• DRAWN JAB CHECKED RLC 0 20' 40' SCALE 1 " = 20' LEGEND SAWCUT LINE LIMIT OF WORK xExror+SCHOOL oisrAicr RENTON MEMORIAL STADIUM FIELD & TRACK REPLACEMENT DEMOLITION SHEET C;2 •a O�'lyjN s 0 20' 40' SCALE 1 " = 20' LEGEND SAWCUT LINE LIMIT OF WORK xExror+SCHOOL oisrAicr RENTON MEMORIAL STADIUM FIELD & TRACK REPLACEMENT DEMOLITION SHEET C;2 •a O�'lyjN s - - -- - - - - -- - -- - - - - -- - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - -- - - - -- - - -- - - - - - - - - - - - APPROXIMATE XIMATE B''UNDA,R' r JNE (NOTE 4) - - - - - - - - -- - - - -- - - -- - - -- - - - - - - -.;-- -- "�-- _.._-•_. - --v-- <� --u--- �\ --- o----o -- o --cr---U---o----v---r,---o----o-- _--�----o---o- --_ o---:•---o----o---�---�..---o --o---�------0-----o-----o----�----o---�----o-----4---�- --o--- -o----o-----� --o---- .o-_.-_-o _._ ._o-- o---o---o-----o----Q----o---4-d--- ---- �-o----�•----o---�-----o---�----4-- o o --o--.r--.-o---�_ .. -<r-- BM ELEVATION= 32.25' i BRICK BLD. VISITOR" REST ROOMS C� TOWS - TE NEW C.B.I. #6 FLF=30_56 p TYPE 1 L r_ 3 -_ __- _ FIRST ROW' ALUMINUM SEATS l/F___30.6 -- % NOTE 5 - - - n TRANCE � --- - - --_ �_ _ -_ - ---- -r -- ---- __=-� t_ --_ __.-- ---- - --- -- -- - - - RIM 3fr:5fi -�-- 30 - -- --- _-- --_= - ' 30.00 rD WA f `.__._B WALK � -&P_ 5 A; T � ; - - _ - - - - - - -- - -- - 1---- I _ L WOOD WALKWAY WITH 3' HIGH WOOD RAIL ON SOUTH ` --- - " - E.- ASPHALT 5d ,. -------0.77 ----- ------------------------------------------- I RACK SLjR 3 LIMIT OF POROUS ASPHALT T30.95 T30.95 --- Al l ICCi�C. }�.�'. 00 (TYP.) A Ti (TYP.) \f- LIMIT OF POROUS ASPHALT (No1 3' / / LIMIT OF CONC. CURB \ P , T- UfRFACf LIMIT OF A/C PAVING � --- _ \ v 7-717 t 30.95 CK 1 \ 30.95 ---- - ---- - 31 30.95 \ 30 TEMPORARY SILTATION FENCING / - ---- - - - - -- -- -- - 1 FINISH GRADE OF POROUS ASPHALT PAVEMENT: 30.95 S=3.3%- 1 FYNEW C.B.I. #1 PE 2 J4 RIM 30.00 1 1 S=2.0% 30.95 1 \ / 30.95 y/ S, 1 \ r NEW C.B.L' i2`\ .8.,5 1 TYPE 2 ,,o �� � NEW C.B.I. # 4 / RIM 30.00 \\ TYPE 1 L / r, RIM 30.95 / 0 L MIT OF POROUS ASPHALT ) ' -, ay 1 0 -moo (TYP.) LIMIT OF TRENCH DRAIN PO yb CONC PA> --- -- -- -- QHADE°'' 11MIT OF .CONC. CURB 0.001 30 ---- - J -- -- 18" HIG EXTRUDED CURB NEW C.B.I. #3 Era KING IZ .OT TYPE 1 L �r^ RIM 31.00 . J 1 EROSION CONTROL NOTES �30.95 NEW C.B.I. #5 TYPE 1 L RIM 30.95 _30.95 I *O 1 1 v - - -- - ---- c- - �_ 1 - - - - --�� -- - -- - C C r-�-- `�.•s E - 2.31 _ 32.30 _ _, _ r _ - --- - --- - - - -- -- - - --� = ��:--_ `I �J L J v A Before any construction or development activity occurs, a preconstruction meeting must be held with the City of Renton Development Services Division, plan review project manager. 2• All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operation prior to 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 and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size or location of pipes, restrictors, channels, or retention facilities. 6. During the time period of November 1 through March 31, all project disturbed soil areas greater than 5,000 square feet, that are to be left unworked for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April through September inclusive. Seeding may proceed, however, whenever it is in the interest of the permittee, but must be augmented with mulching, netting, or other treatment approved by the City of Renton, outside the specified time period. 8• For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of 3 feet high is required, with 3:1 side slopes. 9. A temporary gravel construction entrance, 24' x 50' x 8" of 4- to 6- inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 1 11/11/971 1 PERMIT SUBMITTAL NO. DATE I BY1 REVISION COPYRIGHT 0 1997, D.A. HOGAN & ASSOCIATES 0 "'0NAL _ 6111 t97 EXPIRES 8/1/99 GRADING NOTES Al THE FINISH GRADE OF THE POROUS ASPHALT PAVEMENT SHALL BE 30.95 FOR THE ENTIRE FIELD AND TRACK AREA EXCEPT 6' TO 12" BEYOND THE OUTER LIMIT OF RUBBERIZED SURFACING WHERE THE FINISH GRADE SHALL TRANSITION FLUSH WITH THE EXISTING PERIMETER PAVING. D.A. HOGAN & ASSOCIATES CONSULTING ENGINEERS 1703 DEXTER AVE. N. SEATTLE, WA 98109 (206) 285-0400 LIMIT OF POROUS ASPHALT (TYP.) -------------- - -- - ---------- -- --- LIMIT OF A/C PAVING A O cn 0 30.85 cn 0.85 i 2 0% = 5.0%* 3 .70 � NEW D.W. # 1 I RIM 29.90 V)lII I % _ S- 2%.+ 30.35 �Q o � V) 1 1 I NEW D.W. #2 RIM 29.90 = 5.0% Q 3 .70 1 o ' p U 5 M 5 30.70 30.62 30.52� O 30.80 ° � 30.70 SI= 2.3� • , NEW D.W. #3 Mr -Iftw �� �l O RIM 30.20 LIMIT OF TRENCH DRAIN LIMIT OF A/C PAVING 0� E.P `QSPHA,_T BRAE BREAKWNEr- _ 5• J ' - I - - 32-00- CE PARKING L(),' LEGEND NEW FULL CONTOUR LINE 31.50�v� NEW FULL CONTOUR LINE EXISTING CONTOUR LINE ___-X CONTOUR TIE-IN + 30.95 NEW SPOT ELEVATION EXISTING SPOT ELEVATION S= 5.0% CONSTANT SLOPE NEW TRENCH DRAIN NEW CATCH BASIN INLET TYPE 1 L NEW CATCH BASIN INLET TYPE 2 0 NEW DRY WELL TEMPORARY SILTATION FENCING 0 20' 40, SCALE: 1 " = 20' oai[ ii/i i13: FENTON SCHOOL DISTRICT SHEET SCALE _, RENTON MEMORIAL STADIUM DRAWN .aa FIELD & TRACK REPLACEMENT C-3 CHECKED D^ GRADING & T.E.S.C. 9R