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EDMONDS WOODWAY DRAINAGE AS BUILT (2)0 0 ao 12 00 0 N I C 0 i 0 0 0 0 a� 0 N 0 3 v; x x cV J DO I 1n a I� 1n w 0 I LL LZ 4 IE a Ulf -6 : PROVIDE FOR EASE OF LOCATION IDENTIFICATION. y .,��.: ►�,�. ,� CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF ' BASE AGGREGATE. 12. DURING PLACEMENT OF SPECIFIED TRENCH '�f •' +�° BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT DISPLACEMENT AND PROVIDE FOR 2 ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT CB-#15 F DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED `: ,,•� TYPE 2 -2°2 BY PLACEMENT OF BACKFILL MATERIAL. ►'°" CATCH BASIN RIM 411.90 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN 40 1 W I.E. 406.41 ENDS DURING CONSTRUCTION ARE TO BE :�` � �� � � .,•" F` 'L O �Q %,0 09 qG,� � S IE 409.05 (TY .) ► "°` E I.E. 406.41 TEMPORARILY CAPPED OR PLUGGED. ►� I j? S \� r 'A/, o \ ! 0 LF FROIv!/ ROOT RAIN 1 / i 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS ° 2 CB-#4 6/� !y F � / � ati ' ' F\ �'� �,�q/'L I• . F� ' `9 I\ 4 4" PVC S-0.50�' ►+°° ,�+° � ' Aj) !�. \ � + J qG, � o I �'� '° SHALL BE MADE WITH A COMBINATION REDUCING It2-,2)TYPE 2 CATCH BASIN I ,� f9 _ \. » _ S ' \`�A ` F 1 412.: - WYE IN CPEP @ I.F. 4ll . �! CB-#13 TEE AND REDUCING SADDLE TEE. RIMS 416.45 � I , ' `'�° �O' F\ .c� i� 9 -- -- -= TYPE 2 18 INTERCEPT EXISTING 8 PVC © 1 ` ,,• `�S� \ N 15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO I.E. W 411.35 (FIELD CONFIRM) �� , I ' �!�``S /�S' !�`' ?S / 1 EP =1.52% CATCH BASIN DRIVE OVER THE TOP OF THE TRENCHES EXCEPT ►� I I.E. N 413.51 Cg") 8„51 LF CPEP►��p \ !,� \ y 4 .0 ° s F 1 » C ;:= 1 2 cF RIM 410.3f c�` TRACK -EQUIPPED MACHINERY UTILIZED IN ►�•o I.E. SE 41 1.35 ,(8") S-0 50% �' 1 ' •r I +� •6' + I A • .+ , I.E. W 405.48 (12) SPREADING BASE AGGREGATE. BACKFILLED I - S� ! ��� �F /S "° ► V I.o:O , 0.94 71 ) :� EX I.E. N/S TRENCHES ARE TO BE STAKED AND FLAGGED 3' I Q I CB=#3 !F �•!F,;! �.o •! •A� ! i ! ! / / / �,9 ,2�2 LF I IN 1p a .+ ' ° o 405.24f (15/18) ABOVE GRADE AT MAXIMUM 30' SPACING FOR O TYPE 2 CATCH BASIN AND FLOW FA S F F F F F F F J-2.05 0 o w•, C.I.E 40 .56 . • •2 FIELD VERIFY o O�SrJ \X j `XJ `TrJ j Tr57�QJ IDENTITY. nJ CONTROL STRUC URE • S • S • S S S S �' 1 6 I� RIM 418.97 I • '� �j �j S S S S 6 PERF I.E. 0.94 1' °.° • �� �� �� > -_ �� o „ 1°• - 16 COORDINATE SUBSURFACE DRAINAGE COLLECTOR I AND LATERAL PIPING LOCATION TO AVOID FENCE � \ �t2.,5 I.E. NW 41 1. 9 �(g»).►.130� ►++° � ► ',�41 • PVC S OL'21vH0 �1 U ,°�, II 41 �� � •• �� �.��I.E. NE 412.� � �_ I _\. UNDERDRAII ►� N ,� ° ko' � I.E� 41 / J N_1 IE 408.50 11p, J 411.56 '� POST LOCATIONS. 0 ST BA IN WITH ,�►�' .o� -�-- 141 - IFO OPJNE'CTJO 4 \ ►� NG LID 17 ADJUST RIM AT EXISTING CATCH BASIN TO MEET _ q 413 9 - I ''° 8 � �'5"'�'� ��►''41 ►''� ►� �• I °4 .18 4 AND MATCH NEW FINISH GRADE 4 e 6 ► 1 ° 6„ P.VE 2' E 0.82 t ») F 3 • P.) - 18 FIELD CONFIRM IE DEPTH PRIOR TO INSTALLATION. 4 a20. ° ° ° • ° 4 a ° ° "da ,�0 °4 •°° IS°.E° tl1.Op a - `Y 4 e - Off. ii ,,p o ° ! ff.9° . ,�° ,f ►,,. _ °' - +°° ► S° ° IN ° ° ORMTECH DETENTION FA ITY 40.a. ° 4 4°•ae ° °4f1°� ° 4� �411 �S 10.28 ' IF GREATER THAN 5'-0" FROM RIM TO INVERT \ .+ \ PE 2 R SIN AND STO ► ',,rr�cua6 ►�� - 40 TOTAL SC-740 CHAMBERS •»°° F XE , 1 ° "/L�1NA' MODIFY STRUCTURE TO BE TYPE 2. l T ",QUALITY ST UCT��RE TY 1 �ATCH�A TYPE 1-CATCH BASII�P' CPEP / .f+'� ,•�i - 12 .� r Tru o.°tU AN.771E W \ /\✓�- \ G ` � RIMTul RTM 11.56�� R* 411• S= o STOP, /�12 ROWS, 20 CHAMBERS PER ROW TYP # CATCH BASIN FLOW '�' 8.95 (1 ,� .90 STORM DR NAGS MANHOLE) 18,368 CF STORAGE RIM 418. 3 I. N* 41 1.04 (12 I. NV1l -84 12"�E.-W-±407f79 (1 IE 12';2" CPEP. _r 1 CONT%L STRUCTURE IE o SITE BENCHMARK 2 19. A SEPARATE RIGHT OF WAY PERMIT IS REQUIRED 79 (7 E TO EXIST11'G CATCssABLE) 1 N:296654.29 D +,_ _ NIM p E:1270902.95 FOR ALL WORK WITHIN CITY RIGHT OF WAY. NNXL,,,M� ELEVATION: 410.50 VA�E�WAiER vAl \ \ 41S. 7 \ 2 WATER N89.01.39 " W 1122.01 ' °, „ 0 SANITARY SEWER MA I / ►+ SANITARY SEWER MANHOLE RIM 422.08 p sAN ANY SEWER MANHOLEo 41 X TER VALVE RIM 411.33 �9 1 2 p� 1T STREET STORM DRAINAGE MAN 20 FIELD LOCATE AND PROTECT EXISTING 12 PIPE 8' CONC N 410.38 IE CATCH BASIN R11MM 419.04 2 $ 8' CONC E 400.52 IE )ANITARY RIM 410.04 CONC E 409.93 IE STANDARD GRATE 8• CONC E 405.93 IE F-2.2 8' Comic S 400.67 IE » I� 16' CONC N 404.61 1. RIM 419.27 8• CONC W 406.92 IE IE SW 408.50 (6 8. 6�IpDFaR R 12' CONC E 404.78 II ir 8' CONC W 410.28 IE B• CONC S c�NO EXCEPTION FOR ROAD CONTAINED 8• CONC E 397,96 IE STORM DRAIN MANHOLE 12" CONC W 404. 73II ST SOUTH LINE C 1/4 NE1/4 SEC 30 216TH STREET S 11TAT WITHIN DESCRIPTION. CERTAINLY A e• CONC W 397.95 IE RIMT410.330TARY SEWER MANHOLE LID) PRESCRIPTIVE EASEMENT EXISTS CATCH BASIN 8• COX N 405.15 IE ACROSS THE PUBLIC USE STANDARD GRATE 8• CONC E 405.01 IE o7u Ono 7C. 8• COX W 405.38 IE DRAINAGE TABLE DRAINAGE LEGEND ► '� / ,4� +� +'° 413\ ► se° ► 1 CATCH BASIN ►+�' ►+�' STANDARD GRATE DRAINAGE NOTES ,%+° '• '� O O ',ea ►+°° , ►,Oa RIM C OBIS / ►��d ° BUI DING + ,I o ✓ O e• : • • . c • . • ►+°° \ YY b ° RIM 417.64 ,y, +° �, �, p1' ►�° ° ►,• a \\ 16' c' 40 04 IE ►+e° ► ,e 8' PVC M 414.19 IE 080 / ' ; • '. ,' Arc1i BASIN,: ' ::'•.+a' ,..' a 10.6 Q E 410.50 IE STORM DRAINAGE MANHOLE / 8' PVC ENE 4�4.58 IE NOTE LEGEND 0 e iR• . •'.:• . • •°: • ..'T� GRATE •, '• '• .•: ; : , • .: '�• pI�{4�-&q ►,°° 21.8 ,�,.:. ; . �P• . ,` ::. .. •... ' .. " ..'°tflIM 4t7, . '. ICE (� ° PVC W 412.89 IE a ... r•(L W" INE '., `'' Or '00'(1412.56•IE.. '•:::'• ICBg .+' _ , ►�. d� �. 1. (INDICATES GENERAL CONSTRUCTION NOTE) w ►�' •V FIE L C .!°i: : 8' •CMP. NNW •41-2:38• I�- • o• 30• COP E 412.65 IE 0 0 �.e�„ "" '�" _ `-- _ - $ ° ►�° 3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) hq a ®GOAL POST R R GS v� -.` a� .� I / ° a° a+° .... , . 4 ° ,� ,,. •• FENCE • ►+ ,f7.1f ►+° _ ►r° ►�,,. ° ,e• . /'�,-ee 1 SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE 0. 0%�; 1 CATCH BASIN (+?°'.:•`e� ;•�o'•.EYCLONEy;,*.'.' 4 ST `..'��. �17 .10•'CYCL ,AREADRAIN':,•�1p, fY,4:�,; �:�'-r.EYC Nfi•' ► :O SITE BENCHMARK INSTALLED PRIOR TO FINAL ACCEPTANCE OF THE e FENCE. F o :• "4f7.:2. :FENCE• RIM'416:'91_ ►+•.. M! .• ¢ af7.°4 ► SOLID LID ..: :: r LL n , , ss ,, GXTE FENCE, . N: 297108.28 1 RIM 421.20 w - . : :' :'' : . .:: ° ° ► �� et''`P GATE ° FIELD SUBGRADE. :. N ,► 4' PVC NE 420.20 TOP z .: : '. = .:.: : $'. 4fe. :1270940.27 8 OD f° ►+a: II �° 'e f . W:.' af7 r, ,. o -'1' •. e° a ELEVATION: 416. ] "• i► 4 PVC NE 419.40 IE ,• 1s V� IN 14 4¢f.l9 �• Jw : ': '. : A,7, °. .. ► af7. �e ,,,• I 1 CATCH BASIN >w �s:,tp�' ; :' +' ds e ° GkTE yqa? .:..' :,. ' '•• ',' : •' q? ° SIGN 2. COORDINATION: IT IS THE RESPONSIBILITY OF THE ► i f9 ,►ID LID _LL ►9, °,6 • ►�? " 4t°:ps ;' °' • v :,� . AREA DRAIN �4r:. ,�4,. ' '+.a+1 �.. ' +1�: , Bey s�Uk o 'Tj ►°+° I JJ p+° 8.+°'e ,°�+O �+O 0 RIM 421.24 ..'•..' : , :..::, .: .:. .. :. :' e" ,,sa RIM 416,27 >Z :!l7ya :, • °o CONTRACTOR TO ENSURE THAT THE IRRIGATION ►4 ' 4 FLEX S 419.69 IE ►f 4' ADS S 414. IE y ►� �f • 4 PVC NE 419.64 TOP :: •"• ,': '•.; • , CATCH BASIN ►�° PIPING IS INSTALLED AT A SUFFICIENT DEPTH 42 70 00 • sTa"DA1m GRATE 10 •� RUBBERIZED 4' PVC NE 418.74 It +° f1 RIM '•�' I 1 3 \ I / 1 EX STI' I NG �� •' �• •••::::' ':.•'.•..'':•�•:' ••>'•'•' � BELOW SUBGRADE BEFORE THE TRENCHING FOR 12' CONC SE 413.60 I � ,e• I I• -4' PVC E 414.04 IE -o RIM 417. TE.•••• •,.• d I I •P ' ' 9 •.'•,:� B' DIM 413.57 IE - ,,e' �' THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID q► CADS N 414 , : 3 , NITARY SEWER MANHOLE • je , CATCH BASIN t ,.�°:' • ,:. •.::.•: •8:•P414 98.IE '• .:� .....• - AREA INSOLID LID CATCH BASIN �e d°4 18 e BIMPVC6S6407.18 IE CONFLICTS BETWEEN SYSTEMS. RIM 421.25SOLID LID d� WFOR, �,' �CiC ►+° 8' PVC NE 407.45 IEC`(COULD NOT OPEN) RIM 421.26 :29''IE;;e.::,•eRS•• . _ 8• PVC NNW 407 IE ..4' PVC SE 419.86 IE ,, >. ,. , 3±.. fi, • �, 3. TRENCHING FOR THE SUBSURFACE DRAINAGE ,°° sp ► t• • '4' PVC S 4 9. EJ e°RIM 1 es I �.EXISTII��•�•�� 2 • � �:.�� _I f a fa 1: '4 rJ . 4' FLEX N 419.76 IE , .,:'••:.•:...•: t'••.': •':.:..::. � ;•:..�•� . Cj •.°•.b , So• .•. �+*• LATERALS SHALL NOT PROCEED UNTIL THE _U I 6' PVC N 418 .66 E I R£1l�If�RC; ,�' ►�.•- :•''': ' • :..'..:: ►s° IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED \ ► , °� IE OUT " ' '~' :: ", A: • SIGN dS° AND COMPACTED AND THE FIELD SUBGRADE IS ° CB- 19'` WA _ _ _ 417.30 ; . a C E G q.,� �' ► APPROVED BY ENGINEER. Cam' .'� •I T P 1 ! ! '• ! �0 EL'A1L.2_ _ _ - _ •� �••, �T}CI� F F • 37 - --0.5�°T• O s 4. TRENCH EXCAVATION SHALL BE MADE TO THE d' :c, RIIVIti 2 I 02 s Q X R 5r R.. L 1�1$ LF 12 TRENCH . BASIN ,• : ,;.':E :.:R! AI`dD.: .� , 421'. 0 I 0 T 414i�39.9 !� • �S 16 J :. - \ aRD :.•` •1 E I.CF1: V ' )=' ALIGNMENT, ELEVATION, GRADE AND SLOPE AS �- S s 417.30 17.30 \ 12• COX SE 41i 1 IE T• .: ` :• • ' ' E 4 A , M'E : T e, 4 ERA I INDICATED ON THE DRAWINGS. TRENCHING SHALL e 12' C NM 412. IE :....2: : ` ..: : , ►• / Sr , 6' PV lb SW 412.76 I ►+°° ►�► '•-- 4¢f.� ' ( - 417.30 tC! ►° , (:'.^ " ,;� BE ACCOMPLISHED UTILIZING EQUIPMENT WITH ► ° ►,°. A ` ` ` \ Q ►,•e . ,°. + s , ow r+t �': ' . ,�.'' { ± RE1v�E7�/E;; Amp: _�E�'LA ,� ,�• �,. ° 21,�40 �,9 I 1 SLOPE AND DEPTH CONTROL, SUCH AS LASER '` '_K': PLANE CONTROL SYSTEM", SO AS TO ENSURE 4 4 40 ! O / -w 1.7 1:2: DtJC`flI'E 1 .01' : IP O 10 CAT BASIN - S %' \s Lfi m a 4 �F• \ / _ \ Q \�' : ` '�FO.OTfN L©A ll� :: RANI I �I TAI ARD GRATE ® . 7 v v r°' ° ` 'p, ` \ `•'O+tf\ '� F % O ►,t• /' ►'n / d+ O h`IM 421,20 , ,3 / / ,�, +9 S ' e . \\ • +°" \ .. :':.,,;° ►� .�' ACCURACY IN THE BOTTOM OF THE TRENCH. L S7 r,° ► r SIGN o I P 4' PVC N 419.10 IE;� J f>.,: ,.. : • „t:., ..:.... �,,, ..,,,r�r' .�N.o. UP S .+ 9 4' PVC E 419,30 IE / / R, /• \� ` ' `/�` l , . �, I I •> > > > > 9 !� \ ,� -/ -"F ►'�°"' � ,, �, • ,� � ►,•: ►,►' cc ►,�� � ►'�° 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR / Saft �s s��5�`S e A .a" .L,�. ° o <`A� ,, S' \ 4;�7 �►I r 414.6CALCULATED TRENCH BOTTOM ELEVATION WILL BE ►+O ,,r:� ,�, e / a, s / I 9 �i9 �i9 �i9 �i5% ° s\\ + C� (p `+` •+e � ,� / X ` Sr \ (C NDT [[ I ° 9 / (� ` \ . / F ,,,� '�° PERMITTED. NO SLOUGHING OF SITE MATERIAL OR 4„ 5� LF I tC!F. ►' v rS� f9 !.� R, ° �9 S s,�.�>9 1 . 4 1f �, ''�� LOOSE EXCAVATED SOIL WILL BE PERMITTED TO PERF/ PIPE I 1' , C� .o O $� / S`9 • F• y< 1505 ® I ..: 10 F00 STORM DR INAGE I 9 Q,, I ' E,;MT C. NO. 19 4233 AND R J S ,e. �• / �9 e� S ! F > > .� \ 16 4 4.50� m REMAIN IN THE TRENCHES. 2027E 4 ` ` �9 ►'e. ,,e°'F\ , I / ►'► LuU¢ , o¢ Lu I / �,g I '9! q%i • ` I J C' !F A� �R l 6' �, 6' `ro •+�" ►�° I o I „ 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED / I ! ► O ONS �' �° ► p �, FUG �1�FO� �� �'! �•►y �° 4f° ��° s ` I �. ► oW� M FROM THE FIELD AREA PRIOR TO COMMENCING ON \ J 6' I • I ,o / F ° - �17,��, �• ' �* 1 a6/EF �' I w� THE NEXT ADJACENT TRENCH. EXCAVATED �� O� �` ►�" `�O •�° I I ow MATERIAL MAY NOT REMAIN ON SUBGRADE. S /y t�LU %\ �.t� ` I +60 �• ![` Sr• /st % `•c� ` ■t`- 4 .:,:.% I 18 4° M 2 I 8. o a,� •'' -,,,4+ I CATCH B SIN I t9 ) • / d+ ! `. % 'S Tr �� 41 I 10 I dd v CATCH R GRATE / F-2.2 / S S \ 0 4' ER ►+�° ,e+►' Q 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER RIM 418 52 / I - I !� ��` \_\ ` �` `if` ,1 I / �% ,� ,• �' A ► !n CB #6 I �. S \ C' 5r A S F\ ►'a LLD 1 t �zU) REMOVAL OF THE TRENCH MATERIAL. SUBGRADE II a Pvco 415.ze I Rj �� II � ' RS �S �1 �� ° '� \ m TO BE COMPACTED TO 95%. LEAVE NO LOOSE ADS SE 416, Or IE TYPE 1 CATC BASIN I ° �` / / F 1� �, G I \ e I.�' Q// ,�" RIMr4,1.6.45 �I. `S ( �,\ `� • ��\� 20 •I �,� �` ��R 6O O'L S •`� y�. C' S 417.0 �,� A.1 .50 I ° MATERIAL ON THE SUBGRADE. I f, �i9 ► ° 9 ��•�L � no.►+°� •F 1 s 'pn �,n '0 a 9:..; .s I I . E. S 414.50I (8) / �417.�3b� �`� \ _ - � ,' !F` A SS AS \\O� F�,� q1 N FA) 41 0 / o ao F` A �. ��_� • / �� S �,d �O c� •s� •/ I-1,'",,T�REN H INST LL LI I ►� 8. EXCAVATION BELOW INVERT GRADE MUST BE I NJ -�+►° • �4�� F �� �A O� ti O 6' `r0' COVER B O , SPEED BU J A ►� C S Q ,Q R I T A SITIO 3 �° ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR I 17. �S I �r - Al : +° F� Tr 3•�� qi � ASPHALT i / 6 LF / ,� �` / ►+ • •+ ° I I "" ,��° '- SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT I I 8"ICPEP / / .F /� O ` J Gi 9 I I CB-#7 .+�' .+�' sI c .+° ►� . �' BOTTOM OF PIPE ELEVATION PRIOR TO LAYING THE .� I° ! o F Q Q 8 0� �. F a 5 .� PERFORATED PIPE. S .50% ,F` ,�°I \ `� '� / �� �3 h �' cp • •! SLOT►o.@RA C T H BASIN A� ► • /y �"-�� / \\O ►0 •�c• S IS ��i ,�'� � �5�6, � \ � L F- �CI TINC� CLAN I 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, /�,c• R� S �' (, .D sr ? > > I.E. 412: 0 "U RE.MOV� T,Q STORM DRAINAGE MANHOLE ALONGSIDE, UNDER, OR ON TOP OF THE J CATCH P,A IN I :�9 , �/ ► �i 'lSO` \ `!� \ Q 6 ,fe• �ip �� i / < • lS I �, A STAND,RD GRATE ,, ° /f ► �» +°° RIM 411.90 RIM 423.60 I \ { (( 6 �- A 9+Oa ► !' S''SS Q� q! q��� ��� ; `,O ► 26 L B l_OW' GLAD 19•`C60�NC S 406.45 IE PERFORATED DRAIN PIPE. 8' CONC N 419.74 IE �/ / o AJ G ` F ►►�'►° ► 17 P E ND ►,,° 2' C S 419.63 IE > F Q�• �! A S c`�\• �- F •�, • 16 , 1 0 50% ►�+ 10. THE BACKFILL FOR ALL PERFORATED PIPE SHALL I I I ►° / •F �S ,f - - - s Sl'EA_/ ►,9 ,,e �p e I ps + e � �%S _ �R O '\ ►'4� /` J 1, 9 ►' ` , < �Tr Q -_ _- -_ im c0.VERT I I I I \! •� > > I BE CLEAN WASHED PEA GRAVEL. REFER TO THE +h 4 A A \. 6'' �'q'` > • S SPECIFICATIONS FOR THE GRADATION I ` ► e l QJ ,V, . ►�+ r INASE 41f°e° ►,,+ SANITARY SEWER MANHOLE REQUIREMENTS. /� I •: SIGN RIM 412.27 I > I 1 `. F \ A J ` \ '�\ p,e? .C� 41 7.3C ii• I 1 L�� /6 84 1E `,8 POVICICWs�54298 IE 1.0 -/ �, I F �•' � \ �A 18• N 4 IE SANITA Ys s , e PVC N 404.97 IE 11. ALL TRENCHES TO HAVE BACKFILL MATERIAL S �3� I 06 . F F .� / I SLOT �IRAIL�� T SI ►'' ,� „ I I _ :� 6' �� C""! `R \ 'i,� `� 17.0 0 2.2 , CROWNED A MINIMUM OF 2 ABOVE SUBGRADE I / .<� �. �S 6� X �� M Rllal 412 �5- e� �,�h ti TO PROTECT FROM FOREIGN MATERIAL AND °. TYPE 1 CATCH I BASIN 0), �F►�` �! �A�R 9� ,�o `� \ , 41 RI 416.45 I.> I /�F` ��..5�•+ `. o \ , \ �'�� Tt I 106 LF sr 9 q I 1 o . > •! / / •S �' I I SLOT DRA N4.018 aRIM 5 I I,E. N 41C40 o (8 1. • . J ►s` I 8» CPEP �9 7 0 - ���5 6' • F.\ ,<. 6' \\� '!F c, r- IIcATCH BA N S=0.50% I > / 6L / F �9 +9j• OS �Q� , 415 LF 8" C E STANDARD ATE I ` } , I / / % C� 1,� iO / v RIM 418° i I ► I �/ (� ` \ �A s` `�� Og\! • lS� I 1=0.6 % PVC N 13.19 IE PVC 413.09 IE I \ �\ Q/ \ I Q ?� �% ` • `?O ` • �'O�F\ ` Lq G�lr /\9 co I I M �'i B I I % I I ' A �s S C'O OS` • O`j S` !` /s q! q0 . \� ;�9 r8» bol -1 0 jb =-&LO'- D RAN Cr( ADS N-12 41 RIM 412. 5 / I I �/S /I, I/ ,F��AI �I � Ag6>, F'� �9�T • �.F y BOTTOM MAN I I I . E41 1.41 i 0 NCTION1AO0:1I "'TOOF OS \ / TRENCH LENGTH E. AT PAVING I.E. AT PIPE W-1 A W-1 B 115 LF 13 LF 415.29 415.29 414.72 415.11 LATERAL LENGTH I.E. (CAP) I.E. C.I.E. W-1 B 13 LF N/A W-1 15 LF 415.29 415.06 414.26 W-2 30 LF 415.29 415.06 414.18 W-3 45 LF 415.29 415.06 414.01 W-28 61 LF 415.29 414.98 412.23 E-1 5 LF 415.12 415.06 414.26 E-2 30 LF 415.15 415.06 414.18 E-3 45 LF 415.16 415.06 414.11 E-4 60 LF 415.16 414.99 414.03 E-28 58 LF 415.27 412.98 412.23 ALL SUBSURFACE E-- END CAP DRAINAGE LATERALS CATCH BASIN INLET (CBI) BELOW INFILLED - - 4" PERF. CORR. POLY DRAIN TUBING TYPE 1 SYNTHETIC TURF 4" OR 6" PVC DRAIN PIPE ARE 4" PERFORATED CATCH BASIN INLET (CBI) ® CPEP DRAIN CPEP SUBSURFACE DRAINAGE COLLECTOR TYPE 2 TUBING, SLOPING AT OR STORM DRAIN PIPE 0.50% TOWARDS S=0.50% SLOPE o CLEANOUT COLLECTOR - EXISTING CATCH BASIN INLET FLOW DIRECTION ® SLOT DRAIN CATCH BASIN IE 415.30 INVERT ELEVATION _ _ _ _ _ _ SLOT DRAIN CIE 414.00 COLLECTOR INVERT ELEVATION BE CAUTIOUS OF DRAIN LINE 16 ELECTRICAL AT FENCE POST CONFLICT EASEMENT 12" TRENCH FILLED WITH AGGREGATE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION F_ V oc F_ (A z O V REVISION EI)MON I) EL D I S T R I C T DATE EDMONDS WOODWAY HIGH SCHOOL SYNTHETIC TURF CONVERSION DA HOGAN 119 1st Avenue South, Suite 110 p. 206.28 -0400 Seattle, Washington 98104 f. 206.25§:0480 28976 QFCI STER�� , I0NAL E� NORTH 0 30' 60' SCALE: 1" = 30' AS-BU I LTS DATE 1-9-20 SCALE 1"=30' DRAWN JCH CHECKED RSH COPYRIGHT O 2020 D.A. HOGAN & ASSOCIATES DRAINAGE PLAN SHEET F-13 0 00 O N I O I O a; 0 0 0 N 7 .27 O 0 >, D Ru a 0) 3 u; M N J D m I 1n a P o_ 1n w 0 1 I w Q OSTORM CLEAN OUT 8" PVC E 412. 78 IE �s ti Q 1`1LAYOUT NOTES w cn � � 1 0 4�0 0 * 10 •• ..: •:.1. ;n STORM DRAINAGE MANHOLE CATCH STANDARD GRATE • . •. PLANTER RIM 417.50 " " Y 16" CONC S 408.84 IE BUILDING RIM 417.64 NOTE LEGEND I�-: OF TRAVEL TO "' " 16" CONC N 409.04 IE Z 0 8 PVC W 414.19 IE :•<. .'¢ ' CATCH BASIN,: ` ° B' PVC ENE 414.58 IE 0 E IN RUNWAY FROM .. $IANDARO GRATE .... • • B PVC E 410.60 IE R LE 1. (INDICATES GENERAL CONSTRUCTION NOTE) STORM 0 AINAGE MANHO gICB RIM 417.64 ° I;;,-.,,• I ;".Y At1,41' B' PVC W 412.89IE 3, (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) CATCH BASIN C K SURFACING • . '' : pL . LINE - - • • .. .,• : " '..' 8' 'C11P W .412:56 IE,. -• " • ICB 30" CMP E 412.65 IE s'r O w V RTECAL 'C R : 8- •CMP. NNW 0 3 . IE: FA p� ° RIMN420D84RATE :' •v: 0 H F O M o �_ „ 4 cam`` TYPE II .� �:,.;: ,: -oo- T �� - 8 SD . DOkJ-B-LE G ° 4 4" PVC W 419.64 IE ya• �GDAL POST R R GS >w A I - 5� °0 1. FURNISH AND INSTALL CONCRETE EDGE ANCHOR B� ADSSSE415a354IEE t::: I, :.:.'� p2 T ND ��` 4 Ds 15.07 IE cY� GATE (TYP,) F-2.9 0 ° ""° ° AROUND THE ENTIRE PERIMETER OF THE ;•; 4 .w. - FENCE- ° - T T ° SYNTHETIC TURF SURFACES CATCH BASIN - 4�' .GY. LONE:.' IGHT STANDAR % .: 'AREA DRAI 10 SITE BENCHMARK `' ' AND BATTING CAGE AREAS .....;- .., SOLID LID •. .. . BATE '• .-FENGIE ** . ° N: 297108.28 EBAR;:..,.'":. 1 RIM 42i.20 .1�0+ CY.CL � N 1. C B w :..: . ,ATE E: 1270940. 27 ..:. . , 4 PVC NE 420.20 TOP z . . . z: '. . .. HED.: �4' PVC NE 419.40 IE o , .. .. . ' : . .... ELEVATION: 27 ., :FE 11PE 1 CA .... U : :. . ....... .." � :'.: .::: :,w ...:NcE 2. SEE F 1.3 FOR STORM DRAINAGE. reo • ... I �Z ., 1 Z. �... ' NER :• :• • v \ T ASIN CATCH BASIN vw = ; . 6kTE, a T2 ° SIGN BA :.. „ . ..:. : SOLID LID w AREA DRAIN qiu., RIM 416.27 c-z r. s2 RIM 421.24 _ , r-z : •.• .. 4' FLEX S 419.69 It ° ":'...:,",: 4' ADS s 414. 9 IE 1,lw •. �' 3. SEE ELECTRICAL SHEETS FOR SCOREBOARD, I CATCH BASIN TENNIS COURT Y"• . 4' PVC NE 419.64 TOP •... : •: .. :.•, , .. " „ < . STANDARD GRATE 10 O o I. .. , .. .... t' 4' PVC NE 418.74 IE .: .. . ..- .�: .�. �..."� . � "-.-: •'. .-� :'. ':` �, IRRIGATION T TTI RUBBERIZED ) ,,. CONTROLLER, BATTING CAGE AND •. RIM 416.03 I HT FIXT R I L G U ES • ". • , •: , 1 OTHER MISCELLANEOUS POWER SUPPLIES. • CAT I '.' 12" CONIC SE 413.60 IE ' � , ` ' ' '' 1.� ' ':!. :. ,. \ $TA ' D TE'' ' 4' PVC E 414.04 IE DRJ...' ]NO' -FOL -NIT IV� !: -. SEE ELECTRICAL l ., : R;M 41 4 5 /+//•�� p, rr . 8' ADS J WIT \+SJNCCRL AN[� Y 'WIN ygLE .It,. : �1 ' CATCH BASIN 8' T 4 .96 IE A DR N RIMLI gV J Y TYP. .' .. .. SOLID LID FIELD I,y �.Y 4•: C 41 :79. M 416A�e E=:.�''' 4. CONCRETE TO MEET AND MATCH FLUSH WITH CATCH BASIN ASI�HA,LT' PAVING; . !s. - 8' PVC S 48' PVC ME 407.4 IE ) .� RIM 421.25 , d V 78 e'..:: 1:.'. ,:• ...PiVI, C :PAD`:"•".•: s I' • ` • ...,, .. ` ': .:.. (COULD NOT °PENT PATH O F l" L TO :.. • . .. ..4 4 : $9 .. .. - (SEE :.. , ,:: ' ... . . F-2.1 8' PVC NNW4407438IIE EXISTING PAVED SURFACES. \1 SE 419.86 IE h 1 Ln I DISCUS FROM 86 IE D Ste. F�2:.17 :..::. :, :.. 1 ::',:ti ;..: TRACK SUR AC NIE I i i i i i PERVIOU �. Q E CTRICAL 5. COORDINATE LOCATION OF FENCE POSTS TO M (TYP.) ONCRET m' AA,ENT AVOID EXISTING OR PROPOSED UTILITIES. / F-2.14 Y :1'4' ... . I I SIGN E ,k ��' TYP. A J .. � •., : to DECIDUOUS I " � - .. E 7 �: S'.•'`' :: .'..n•., ': :, .•k ...... U ,i„ F I AY T P A FOR XT T AND A.- ........... ... ...... � C=) W,� . /. v / / ::`" : ... YARD DRAINZ/����F VARIOUS FENCES. SEE DETAILS FOR .. ~ ..... 0 G . • . ,,, .-.... ♦ RIM 421.02 ... „ :• "•: :.., 4' PVC N 4 9.92 �.. • d ......' .R:EMAIN. T : CUIRBSSAC°D FENCES CB- 7Mf-IC1N.A,ME. T 10- .:....: .. . . ...:... ... . i p' TYPE 1 C :- I.-...: ,. :, :: "''.:.' ' - ::... LID% ::.. 7. FURNISH AND INSTALL 2 PORTABLE SOCCER 4 F-2.9 ti Q IY SEWER MANHOLE I.61 11 : N 4 5.64 IE : S 415.59 IE-,, I 20' BU Y - 1... . . .1.:• , 2. 3... PROVIDE H WITH TURF GOALS. ROV DE 2 ROUND ANCHOR W UR G �. 1 0... : '.'•.,: :.�..:::.. .., : •.,..•..-, %* . ; : BULLPEN 3 BACKSTOP & .'.'... I.:' ".: R'OM PART .f+VC;a © :' .:::'• 4 COVER FOR EACH SOCCER GOAL. I. r•; 7 :; •. i, :: .: :;.:�. ' 1 PERVIOUS ... ... ... .. T.: ' WING FENCING -2 . ....... o. (TYP.) F-3.3 F 2 16 0......... �TO-.:•D.::Otk.�/ :L'Q:':..'-- :--.:'. ::': :....: R T F 1 „ 0 VIIrNG : :;.::� .. - .. :, .... { .. • . 7C0 0.........' '- , .. p: :' ; ' .'' .'.: .. .: I 8. INSTALL MAX. 1 /2 EXPANSION JOINT AT ALL Tiy' . :::::....ti,:...,.: +.. 'al�,.,C I 90.00 (TYP.) 0......... :. `.':'' .., .:::.' ..- - PAVING (T P. ,:. • �'`' .- -` • .. _ CONCRETE PAVING /BUILDING / WALL INTERFACE F' �::1': ' • .. . ... :f ::,:. : . .. .. 1 ::. :,. . + ........: • .,: �' : , WALL PA 6 . + .: , :. ; ... • o 0 0•0•0•0•0•0 o•o•og•o o•ci'crcl•crci o'o'o:o' o'o o'a o'er' "'' 4 p..T.. '..., ' 9. ALL CATCH BASIN / TOP INLET GRATES IN PATH ' "' ' :'/: •' S- FOUL LINE (TYP.) HOME . �/.... 222 LF I. y' .'`;, :`, :•:; ;`':: �, , ::;.::'.:,;:.:.".. .::;i :; ' k:" :" F-2.10 I p...1. SLOT DRAIN 0 T41 OF TRAVEL TO HAVE MAX 1 2" OPENINGS IN ALL •'.: „.:..;r ., 4 (TYP.) F-3.2 PLATE 0 TYP. PATH F TRAVEL / • < f.:, :�:•' •....:;� FOUL POLE AND ( )(� I:':;;.`..:,.;:.:::•.•:.::;:: :' :.+. :;.:.":.::.' �1.V.IO.t1�a :�:',.:.'.. INFILLED 0:.::: 8 COIN METER �. DIRECTIONS PER ICC A 117-1-2009 302.3. < OUTFIE D SIGN S- FROM PARKING LOT � . ?' ` : *� ` ,- ^ ' '' ' r - •`• ' : ' ' '• .;,•ti I ` ::' TYP. 1 SYNTHETIC TURF EXISTING 0 '....... I 4 F-2.12 22 (TYP I Z TO TEI NIS COURTS 10. LIMITS OF PERMEABLE AGGREGATE AND SYNTHETIC :.. / NI T . I ) I: ...:. -.::%, :';'. " :.' .: ,,, , : ';: i4 �G'; T J 00 ( )' INFIELD (TYP.) BLEACHERS 0. J�- (TYP.) TURF INCLUDE ALL FIELD PLAYING SURFACES . --2•, ,1.:''••. __� ri 'N� :QI ri F-2 2 ��� INCLUDING FOUL TERRITORY. �:�'' �' : .. f ..'. = ' 5 6 RELOCATED o'o o-� ......... _j :b. : *./,.,: '•. `.'• ". •' : `' `'• , ` , . .',Y.. .' r: 2.12 �.l F-2.1 F-3.1 - TENNIS COURT TENN� COURT 1 1. CONCRETE CONTAINMENT CURB; ALL PERMEABLE : •:w ... .. '• '' ' "'' , '`•`'' ' " '' ' ' SYNTHETIC TURF TIE DOWN (TYP.)r3 B NET P� T (TYP.) AGGREGATE AND SYNTHETIC TURF SURFACES ARE ' ' '" . I " : . c8 6. `'� I " I ❑ F-2.15 Z`n CONTAINED WITHIN A CAST -IN -PLACE CONCRETE f.`.::. :'.::/ :. :'": LA": . ' . S-1 EDGE ANCHOR ::.j•.�11, '' .1';..•:...:":1.•�YPE:.:1dTC.I� .. I; ''y' 2 AT CONCRETE 2 a CURB. ;J,, ,::ti: .., `$ F-2.12 CURB (TYP.) �� F-2.15 • �' :. ` I 12. SYNTHETIC TURF COLOR CHANGE AND BASE ..... I TENNIS COURT ACRYLIC �10 MARKINGS SHOWN HERE FOR CLARITY ONLY. . t• , r }•. /:,,•i., '.k ` �.�• ... SPEED BU I`':.�:.:,:>• • %, - .� 5 ASPHALT PAVING (71, SIGN r O :,.,;,N, -•'•: • ."; .**PROTEC;T. `.E ISTkNG,.......:. .:.' ..... I s 0 ; COORDINATED WITH THE PLACEMENT OF HOME . y I YEN IS CO PLATE AT THE DISTANCES INDICATED. , ,� A,"riJi�. L T,Ll1�� '�Q''. ` :.�. ` ., SYNTHETIC TURF F-3.2 3 LIGH FIXTURES I:'::'' :" .. :: ' .'4: `'::'.` .: EDGE ANCHOR AT I A A OUTSIDE FACE OF BOTH POLES TO FORM A ' iE.4lN.•<(T'P.:)';. ' " B SE ND I F-2.1 F-2.15 SEED ELECTRICAL / I., ... •" ' '~ .. ..,'• ."...{.%. ( 90-DEGREE ANGLE WITH THE BACK OF HOME ..:� ::� ::: ',,:.. `. p/.�'n A,�/y CONCRETE CURB 'r . PLATE AT THE APEX. I.,; .. ' Cp. B.Q/' _D: ` ;;� , I ANCHOR (TYP.) :10 DRAWINGS, TIT 9IDNAGE MANHOLE , :'.,. • • E,..�L Cfi I. %.* - , ' (TYP.) 1. :, •:' :..;':`,•.::.:, •':tom E : �: SLOT DRAIN fgqfJJRR B" C�I/C W 406.39 IE . 2 3 CATCH BASIN ACCESSIB E-SB" CONIC S 406.45 IE ..,�;.:':': `:: r:';':::,"::;::.; ;: :: ';':'' DRA�IVIiVGS;::7�'R:j':' :. ` „•�;:.;', :�° SINGLE 'WING TYP RO TE SI S RUBBERIZED FIELD EVENT SURFACING OVER �:.-/..-.: :::•�.,.'::.;.;:..:.::. :.M ',.. _ -2. T.. 4 CULVERT CONCRETE PAVING CONCRETE PAVING TO BE .:. . •. •.• ...:.: •.. ,,..... .. ~ ... GATE YP................................ . ,.•............ " , ., • . • •...................................... _'� ...................... . y < \ I F 9 (T ) APPROVED FOR PLANARITY TOLERANCES, +, '' S:'•' '.:y 4• -�•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' - .'.'.' `,`` . . .. .. 0.'.. PROPERLY CURED, AND SEALED OR PRIMED AS `• ' . • `'' , '. is ' SANITARY SEWER MANHOLE . . �" B PRIOR TO RUBBERIZED SURFACING j r . I ...... SIGN I R F :.., .. Y .,,•:.;. .. :. 8"MCONC 57404.98 IE I ' `:• ��.: T'R'.% '.:C BULLPEN s NECESSARY P • C� 405.21 INSTALLATION. INFILLED SYNTHETIC TURF 3 SLOT DRAINSANITARY Pvc o4.97IE 'r:'' •``1 =�i:9 :.;'. `;::,,..`:•.;:':`.�:. * • :::'" ' ::+ i TYP.) CLEANOUT COIN METER 4 N ' ' PERVIOU 15. CONTRACTOR TO INSURE CONTROL OF I.I.. .::... ••.�:-:"'•.•; •'. ;, 15 WIDEKOUTFIELD WITH SOCCER f ( P - ��r-2.1.. ..' :. C # . #5 F-3.3 I 22 (TYP.) �.::;;:';:; `�' �.. SYNTHETIC TURF 1 AND FOOTBALL MARKINGS :�$ CONCRETRUBBERIZED SURFACING OVERSPRAY BY �:, ;,:`•:., .' :: ''.:.,' .1?` .'G • _:• .. BASS a% WARNING TRACK F_2 1 (TYP.) PAVING ( P°) PERFORMING THE WORK UNDER APPROPRIATE TYP. I 1 1 I CONDITIONS AND PROVIDING ADEQUATE PLASTIC / I;:.; .:n:: ' •:'' ':• ''. ;` ' '' '. �,:: �1�e,rN':' I .,:- .;�: ,' F-2.1 F-3.1 TENNIS COURT TEN IS C URT SHEETING AND MASKING TO ADJACENT OR I.•:;:: •::':''• :; :' .:%.'•'::.'..'::• ::' ,:.'`' ]''.:.', .::.F: N I'iV ''1N Fd ..;..:....: •,':: •: INFILLED SYNTHETIC TURF CHAINLINK ....... TIE DOWN (TYP.) 3 NET POST (TYP.) NEARBY WORK IN PROGRESS OR LANDSCAPE I, . :.. .`..t ` :.:'': ; "::'. ,.: -.• `'••; :' .: N-TINO,- ABOVE .�:; ..'�:•'•.: '. I FENCING WITH F-2.15 SURFACES. F�-2 �: OUTFIELD WITH SOCCER NETTING ABC►VE I'::"..:'': Y •.:,;' .•..:.',:.. '' :: ....:':'.: •: "': '`';`.�7 P '.: ; ' :'` ' AND FOOTBALL MARKINGS TYP. .1 . 16. COORDINATE LAYOUT OF ALL UTILITIES WITH THAT I:;, i.:"••: `.: •• .• ... .,.:.:. (TYP.) � - .. ` � .' %; 1 1 I 1 + 5 OF EMBEDDED FEATURES INCLUDING BY NOT :...:: ' • • < y ' 4 "` F-2.11 LIMITED TO FENCE POSTS, FOUL POLE, :, • . ' I:. ::' .:::: •':•:::.:'::.. �':::.:.::: '.' ,<`:..`.... ':;�:°`.. ".,:'..:�..• ,:.:..`:<,.:;:- '': F-2.1 F-3.1 + I BATTING CAGE, AND FILED EVENT SLEEVE :.YZ. Y + + .:::':......: TENNIS COURT ACRYLIC MAINTE ANC 3 FOUNDATIONS LIGHT POLE AND SCORE BOARD .' I� ..`.:..., :,:. ',:":- ,. - I + + SURFACING OVER SITE'" + + ASPHALT PAVING (TYP. DRIVEW Y F-2.13 FOUNDATIONS. WHERE IN CONFLICT, ;� I NOTIFY THE ENGINEER IMMEDIATELY BEFORE ii .1:1... • .. , . ... ° �,..1. QR• TI'd -%, �':.:' I + + + , . ........ . w :F`-21.1 + + I 2 MAKING ADJUSTMENTS IN THE FIELD. ::'. �:...%..t:.: , . .. ...: , ., . + + F-2.1 F-2.15r3 CB- 13 F-2.2 17. ALL SURFACE TRANSITIONS ARE FLUSH TO :., .... # :` I.:•.,:::::.:: °''•:; .::..':" : ,'`... '..`.:;..:::.,..:;' .4 :•' 3 CRUSHED ROCKS + +:y' '.'1 ` SLOT DRAIN 8" :•.:.;•: :. '',`..•.:::. �• ..:., .:: .:.. ":.: ':°Y:''.. '•.. < •. :...:.�•+ •. I 7 GOAL STORAGE ' ' o TYPE 2 ADJACENT PROPOSED OR EXISTING SURFACES. Y ' n ,• .... •:;•'.•:. , •..•. •• :...+••• • F-2.2 �o + + •::'':•`.:: `.::;,.T7'.:'. CATCH BASIN T8 CATCH BASIN REFER TO THE RELEVANT DRAWING SHEETS r, .. `'$. B- 2 F-2.1 AREA PAD + TYP. `' Y C # AND DETAILS. . ;e.. i ~ a: :`Z:..Y • :j''p••+:2''•CATCki ". " `.1. •. .:w : '•.1 I,.:. :', �. STORM WATER FILTER ...... . 0. - ..T• " I ................... $i4S. i1, `% • o'o'o,o'rs� 'o 0 0 00 0,0 o'o'0000'o'o'oo'oo'o'o o'o'o' 0000' o:da , 18. RESTORATION LIMIT SHOWN IN THE MAXIMUM 1"-'':: :•< STRUCTURE G /, :.:, +:.:........ . , . ,. • t ,:.q. 0.......... s; ANTICIPATED LIMIT OF DISTURBANCE. ANY ::., . - I:%.ED AS A .:: :..1. _. n•..: -, +. . . ...... :... . . .: w.... I' .,. _... :. 1 . +. , TURF SYNTHETIC U 2 �• R :..:..�..: .... •,.' :.:::.•.! • �'' '•;: '.`•'' GE ANCHOR AT CB- 10 + + C.. A .�,`,E 0 ;::::..M +: iF G C OE ADDITIONAL CE ..... .. . Y :., ; ..:.:..... ,: 2 1 3 BE .: ,. _ 2 Ls o - F DTHEUCONNRACTORSTWORK SHALL y+ •. .: ' :t: , :.:•.•:; •. :':.t .. 4.`..• - NYLOPLAST s.�•. ILU ,,...+. y : `:.: ED F 2 F 3 # + � ILDING 19 F 3 RESULT 0 % k N. ''{ • CONCRETE CURB + + + . RESTORED AS DIRECTED WITHOUT ADDITIONAL i.1. _ :. ":: % BASIN :.�'t. TYP, oE COMPENSATION EXCEPT AS AGREED �c ( ) " .• _ 0. I: '.::,••% . �•• " # ..)* 1. IN ADVANCE OF THE INITIAL DISTURBANCE. ` .Q. . Y P T A TYP N LO L S R K 1 � 2 . a F- 1 ` ;•.� .. TIC • C7•• �F�E •''.`:.•.:'.;;:. �.°. • 2. B SN 1 F , LDING ISET-BACK''::• `•`.:•,:"..,.'.:.:••••. • . � . '• •.::..:.:.•:%:::: •..,::•.::;;::; .!�':.•''�:; �''�•;. "._'' • + •.....;•. •••'., : •,., ... '�°:.y....•>••;.•::. ,.. f�T 0 TRAVE 19 (2) NET BATTING TUNNEL IN ENCLOSED BUILDING I 3 LAW SON F��t •��•: ;::::' ;'.��;:_�.':.:.::::::.:.. }: 7TRLJCTU1�E r,._,_..r�+:..:,: , ~•. ':. • <,.......=-,;,•�:, ::;:, : M,: ,.:. :, ADDITIONAL ADJACENT NET BATTING Pf TO AT NG CC AND (1) ADDI ,. :. ,.. ,....., ...... '�. :• : -. . ..., . .. ,. • ": ,. .. ..: .. . •: •• : ; �. _ CAGE TUNNEL. I. EQ.� 1. �^% { <a 20 BUILDING SET BACK '. i.. .. n � 0 x .•.. ° :. xv :.. .•' ::, : o;• ' :;cam 1 R A REPLACE R RA P P R CITY F •„ o • ;' 9. REMOVE AND CURB M E C 0 ti 6 6LUNt rtM�t 11-1 ., , ..... ' , `', , ., ...• : .� N : T ° NI.:�j•~ EDMONDS STANDARD DETAILS. REFER TO SHEET 0 a TI RA ° " Y•` GRAD ° GJA ° 4 ° ° ° ° ° ° NIJI :..s^i.;• ..`..::• - ADDITIONAL F 1.8 FOR 10 SCALE VIEW WITH - °WEH ° ° POWEB,POLE /LUMINARE , 4 ° ° - - - "- - � �-" �i'' • _ .., - 4 - SITE" ° ° ° ° ° ° _ ° - DETAIL OF SIDEWALK/CURB CUT OWER POLE W/LUMINARE 0, ELECTRICAL RESTORATION + ° ° W/LUMINARE 6 UNDERGROUND POWER CHAIN LINK FENCE (('��(('�� P�RE.TT PAVING BATTING CAGE CATCH BASIN MEET AND MAT�W� CATCH BASIN EASE F-2.1 POWEIYPQLENW RIMER cV STANDARD AT 20. A SEPARATE RIGHT FOR WAY PERMIT IS REQUIRED STORM DRAINAGE MANHOLE + TYP. CATCH BASIIN E � RIM 410R9BNAGE MANHO (TYP.) ELECT t�KEROIPEDE�STAL PAD TYP. 1 9 OWER POLE M/WMINARE RIM 409.69 E VE AND RIM 418.50 EXISTING 15 FENCE ( ) ( ( ) O & UNDERGROUND PBMER 8" s 7 ITE ENCMARK 2 FOR ALL WORK WITHIN CITY RIGHT OF WAY. 12" CONC E 407.51 IE 12" CONIC WNW 406. 63 IE 1 - 6 R E ACE C 12" CON N 407.50 IE 12" CONIC E (UNACCESSABLE) AND TRANSFORMER VAULT PAD 2s 12" CONIC S TYPE 2 � C T SIDEW�L� s%3 N WATER VA E/,,, SEE F-3.3 ELEVA ON: 41 .50 21 . COIN METER (2) SHALL BE PLACED IN THE 29&WATER VALVE \4 TYPE-� SANITARY SEWER MANHOLE N89 •01'39"W 1122.01' cS SANITARY SEWER MAN OLEO N-S#4ftA*RY SEWER MANHOLE 1S. 0 B WATER VALVE�WATER VALVE RIN 411.33 (TYP.) N89 °01 ' 39 " W 1122. 01 ' STORM DRAINAGE CORNER OF THE TENNIS COURT NEAR THE 5' RIM 422.08 `: CATCH BASIN R11A 419.04 8" CONIC N 410.38 IE 8• CONIC E 400.52 IE SANITARY SEWER MANHOL RIM 4f0.04 R" C.ONC F 400.38 IE STANDARD GRATE 8" CONIC E 405.93 IE 8• CONC W 400.67 IE n rn„r ., ,r, �r ,r T STREET SW GATE. COIN METER ACTIVATES TENNIS LIGHTING. o• ""LAYOUT ',• rne,r r .,ne �o ,r LAYOUT LEGEND 16' CONIC N 404.61 1L METER SHALL BE BOLTED TO SEPARATE 5' POST BETWEEN THE TWO FENCE POSTS. COIN SLOT ON METER SHALL BE 32" FROM FINISH GRADE. ENGINEER'S RECORD DRAWING THIS RECORD DRAWING WAS COMPILED FROM CONTRACTOR AS -BUILT MARK-UPS. THE INFORMATION CONTAINED HEREIN IS, TO THE BEST OF THE ENGINEERS KNOWLEDGE, A TRUE AND REASONABLY ACCURATE REPRESENTATION OF THE WORK PERFORMED UNDER THE CONTRACT. SYNTHETIC TURF AND PERMEABLE AGGREGATE RUBBERIZED SURFACING AND ASPHALT PAVING i i i ASPHALT PAVING PERVIOUS CONCRETE ...'.'...'.'...'.'. PAVING . a a CONCRETE PAVING ACRYLIC SURFACING •'. ''., ` LANDSCAPE RESTORATION CHAINLINK FENCE AND CONCRETE CURB CHAINLINK FENCE CONCRETE CURBING CONCRETE CURBING LIMIT OF SYNTHETIC TURF AND CONCRETE EDGE ANCHOR CATCH BASIN INLET (C.B.I.) TYPE 1 ® CATCH BASIN INLET (C.B.I.) TYPE 2 + + + CRUSHED ROCK --------------- SLOT DRAIN NETTING ® WALL PAD -00000- PATH OF TRAVEL ELECTRICAL EASEMENT WALL 9 STATIONS COIN METER ON 5' n POST TO ACTIVATE LIGHTING AT TENNIS COURTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: m CITY ENGINEERING DIVISION N N O O 1 z 3: 0 �0 1= 0 LW�// LL z 0 V F_ N z 0 V REVISION EDMONDS Is HL D I S T R I C T DATE EDMONDS WOODWAY HIGH SCHOOL SYNTHETIC TURF CONVERSION DA HOGAN 11 1 Avenue h i 11 .206.285-0400 9 1st a ue South, Suite 0 p Seattle, Washington 98104 f. 206.285-0480 �oC T S.HS � , y 0! 49 a�1�� r 1-� 21 o� G 2� • s 6\ S �B EX D. 01 I �\�C 0 PE ARG NORTH I 1 1 !I 0 30 60 SCALE: 1" = 30' AS- B U I LTS DATE 1-0-20 SCALE 1"=30' DRAWN DMD CHECKED RSH COPYRIGHT O 2020 D.A. HOGAN & ASSOCIATES LAYOUT PLAN SHEET F-1,1