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Plans #2.pdfE R SCNOOLBDILDING PHASE3 HELD DENTING NELONOUSE/� — — j ' CONCESSIONS — BA1lCONTAOL NETTING _ PHASE2 PNASEI `J C + 1` PARKIt1G-� BACKSTOP PNASEl PHASEz -- a a el BALLCODTROLNETTING TEUD a - LIGHDNG �7 I_ a ,' AT NIAU' FIELD STAG tIG II PERIMETER AUIIGHTitIG - ' AREA` ESERRED 1 _ PATkWAV. . RESTORATIOI BLEACHERS/ SEETRtIG SPECTATORS . P .$` WOOD MULCH SDRULC PERIMETER fl UBBERDED PATHWAY BLEACHERS( _ - SPECTATORS BLEACHERS/ SPERATJRS AlLO IIGNTI,\'G I GARDEN/ PUNTER BOXES `a' _'�� '•� I _ PERMETER RUBBERIZED PATHWAY A - ` BALL—ITROLNETTING — — _— ---_ --- --_ — _—_ — —__ - 1 ; `CONNECT TO EXISPNG PAIN PERIt.1ETEA RUBBERIZED PATH\!AY - FIELD UGHTI .G n PHASES PHASE2 PHASE2 PHfSEl LAYOUT NOTES LAYOUT LEGEND SYNDIETIC TURF AND CNCRETE FENCE AHD CONCRETE CURB PERMEABLE AGGREGATE RUBBERIZED SURFACING CHNNDNK FENCE AND POROUS ASPHALT PAVING CONCRETE CURBING ASPHALT PAVING LIMIT OF SYNTHETIC TURF AND CONCRETE EDGE CONCRETE PAYING ANCHOR CATCH BASIN INLET (C.B.I.) PET'IOUS CONCRETE TYPE 1 PAVING ® CATCH BASIN INLET (C.B.I.) CRUSHED ROCK TYPE 2 SURFACING WOOD MULCH NATURAL SEED RESTORATION EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS ®A HOGAN J, �t m ( 1, VIAL BL��. mna MA4 NORTH 0 20' 40' SCALE: 1- 20' PERMITSET DATE 111244 SCALE DRAWN CPW CHECKED RSH ®man Qmi SITE OVERVIEW SHEET F-1.0 (TYP.) I I I I i I I 1 I I 1 I I I 1 ( I I I I I I 1 ) ■ 1 `-SEEDED SITE RESTORATION (TYP.) 4 F-2.1 ■ k I E =J ( I II 1 -- -CONCRETE 7 _SEEDED SRE 4 �! 1 d ' ) / TYPE 1 � aAsCATCHw A / y / /. h / eSINGEE SIANNG� 1 F-2.4 GATE (TYP.) WAIT OF TJESTORATION e PAVING F-2.iT REST011AIKIN-<.•- _ �- (TYP.) �. (TYP.) �(TYPJ •.� /� `TEACHERS ` I LIMIT OF SITE RATION ------_-_=_ a 1 TYP) CATCH J �BISIN PERVIOUS i-2.2 ;Y) PERVIOUS CONCRETE F-2.1 9 CONCRETE - I� PAVING (TYP.) e PAVING (TYP.) F-2.1 N CC DUGOUT (TYP.) CURB ' B' FENCE GHNNBJ ej SOFTBALL FENCE KTTH 15' BACKSTOP & WING i HT. N �FEIK:ING� y ATEO 6 CONC ETE CURB f-2.4 xouE ParE ELEVATRETE CURB ED 6 (TYP.)f 2.4 CONCRETE SYNTHETIC TURF WITH SWOCCER AND SOFTBALL MARKINGS TYP) e(IYP.) � ( F-2.1 RASE &ANCHOR SYNTHETIC TURF EDGE ANCHOR (TYP )e F-2.1 ' CONCRETE 2 PAVING F-2.i (TYP.) 1 ' BLEACHERS AND B PERYIOVS CONCRETE PAO 1 1 T SEEDED SITE RESTORATION 4 AN F-2.1 k k SEEDED SITE <\ RESTORATION w 4 (ttP.) S k 21 Z - - i E pO�CND( - F RFACWG A INFALEO SYNTHETIC TURF WITH SOCCER AND SOFTBALL MARKINGS e(TYP.) 1 F-2.1 CONCRETE PAVING (VP.) F-2.1 RUNNINGBBENIE e RUNNING T K (ryp) F-2.1 -� SEEDED SITEe g (TYP.)RESTOA710N y RES70 ySITE (TYP.) �• RESTORATION - CONNECT TO P.) EXISTING PATH DOUBLE SWING CATS (TYP.) F-2.4 FENCE V 1E ,) 1 F-2.4 �•�� CHUNUNK F-2. W CONCR 8' Mr. CWITH NK FENCE WITH 15' ULNTE-TREE NE (WP.) SOFTBALL - BACKSTOP & WING- NCINn B U ' (i 111 _Df() t RUBBERIZED \l II e RUNNING TRACK \ 1 \ rll Y 1 SEEDED SRE 4 RESTOU. CATCH TAPE 1 3 \ UMR OF SRE RESTORATION .1 AI t CNFENCE- \\ It W CONCRETE E [VRB l / t APPROXIMATE TREE n 1\ IXiW LINE (TYP.) \ 1 1 \ t I 1 . \11 R 1' INFILLED SYNTHETIC TURF ATTH 1 SOCCER AND SOFTBALL MARKINGS ■ 1 e(ttP-) 1 1 1 I 1 I .. � 1 II I I rt' HE71C TURF t 1 F-2.1 EDGE ANCHOR ( 1 y 1 S RUBBERIZED (� 4 i B' HT. CHAINLWK F-2.1 OiIDN F-2.5 FENCE %TTi1 15' ; 1 NETntKi ABOYE�- / t / r 3 \ SEEDED WESTQ _ L SING£ l _, (TYP.) ATIOjJ F 4 CA ENCE TYPE-01 CATCH -...•� - _ _• fee - -;LIMB OF SRE_ 4- RE570RA7gR f of e LAYOUT NOTES TBO NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) JQ (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) LAYOUT LEGEND SYNTHETIC TURF AN PERMEABLE AGGREGADTE RUBBERIZED SURFACING AND POROUS ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE PAYING CRUSHED ROCK SURFACING II%'; nfil Y;-:' WOOD MULCN NATURAL TURF SEED RESTORATION CHAWLJNK FENCE AND CONCRETE CURB CFWNUNK FENCE CONCRETE CURBING LIMIT OF SYHIHETIC TURF AND CONCRETE EDGE ANCHOR ■ �EH,BASIN INLET (C.B.I.) ® TYPE IL CATCH BASIN WITH FLOW CONTROL STRUCTURE REVISION DATE EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS DA HOGAyN O tNAL 4�� NORTH 0� SCALE: r= 20' PERMIT SET DATE JL-J2.. Sam r=2n DRAWN cm 61ECKFD BSH LAYOUT PLAN SOUTH PHASE 1 SHEET F-1.1 REVIflON e -- CORETE`LL'\ PAWIGrK: (TYP.) \\\i / 3E} .t � _.,1a ..� 4� fi •@ c- �'.Il x VG _ �� �•F '•i _ .,i'i ��' t o � Y. � 't1 __ �� V_- - e ! v4 I I rv. ilYw: ' It' t \ t b t .�'e . �a I i 5 •'t at '2 v % 4T' 4t 4 \ t. , 0 I. -% � ( (, (/ /.,t � � __ tT� I 1.. t } v. � /< � /.. r ] ( � •/ ,>b• ' �,' � � Al�e.leaJs d FaeelYr L. ool �� Z _ 5' \a' .�-__�_- ____ �3.-:•�3 _ a!- I 1 1r ' T, .. 2fF } `, �..r-r-�. f \ V.' — a ( t • h f IO. 01, \ \� OMIT OF SITE I \\ \. i '.� _ a TYPE I RESigiATION _ GTCH !w1` st wc' I 1t.z r ___ _--_—____�.__�-__--_—___` \—_�__��B451N \ A i c .SEEDED SITE 0 RESTORATI N' Y � I —LIMIT Op SHE = T'- ^t v "� _ 'F<z.t _ `•j/ RESTORATION WOOD YULCN SURFACE (TYP.) I / / Ib ^4 f 'T / ' ^+• `� i `-> / 1 . I v' I t 1 SEEPED SITE Y I RESTORATION GARDEN PLANTER BOXES (TYP.) B / 511 S� 4,y :a 7 ,! f 'v. ,I \ c, \• \ \ - - — -'t _—ems a—' �L �_ _ _ `t- -}�"L - - O �. ��I' '.— I � 4 ... G- � � —t � '�. a— v' DI f ' - � � ..... - _.�— _T l i� -.—� �_ —y — r♦ �� � _��F - -� �' �. I( mot• i' 9� � --� - .. .- .._ - � _ _ — -� - ___ _ _ R: - DCX -, vXX L• 4i— ; . 7 rfi.` 't _ y ,v`t , t S 4 4''— �` \��5.^ I , - 6� O� WOOD MULCH V` •.t ��1 I F GARDEN/ PLANTER —T'^ BOXES (TYP) II, II f 1 l oyp WOOD MULCH .r SURFACE (TYP.) \b h b LIMIT OF SITE 5 RPTORATION" 6 IL Gow TCH — - — — _ \ SSIRUNTROI J ---I}- -• Tr^' k SEEDED SITE, j °� I — 0 OoE— — —[ • Li— \ RESTORA7I0!1 _ _ • I A CTYP) vo � � ��, �•F •f. '�. -. ��. - \ � `I�/sic WOOD MULCH u SURFACE (TYR %EEOEO A -5 I SITE _ RESTORATION BA _ - _ _ 4� y - -. ` - •I'. -.. 5... _ 4 \4� 2 . • 5. /�' ISEEDED SITED/ �o RESTORATION �' F Y �"-.# k i t. 1 t. F _' ' .6 °;. • . .�...`^".`1--,,.» ,`.•ate- �,.f' c. s\�. -�� 4 ' a. _�^ s _ ��_1 yam' ' • I N D c�`�\ ` `s �==T-��a��' -T � � -! R .3� ' � `ids — � � i�-�\ ` ,Y� ry _�-5�-��`� ��f —i� �_�-?�-%• -�� s 2'} Ju NOTELEGEND 1. IN CATES GENERAL CONSTRUCTION NOTE) LAYOUT NOTES O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) TDD LAYOUT LEGEND _ SYNTHETIC TURF AND CRUSHED ROCK - - PERMEABLE AGGREGATE SURFACING RUBBERIZED SURFACING AND POROUS ASPHALT PAVING W000 MULCH CONCRETE PAINING NATURAL TURF SEED RESTORATION PERVIOUS CONCRETE PAVING CHAINUNK FENCE AND CONCRETE CURB CNANUNK FENCE CONCRETE CURBING LIMIT OF SYNTHETIC TURF AND CONCRETE EDGE ANCHOR CATCH BASIN INLET (C.B.I,) TYPE 1 ® TYPE IL CATCH BASIN WITH ROW CONTROL STRUCTUR EDMONDS Is SCHODL DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS `Q �t 4� fDNl4 6I�'� Awa MAs NORTH O� . SGLE:1•- 20' PERMITSET DATE 11-12-14 SCALE 1' z0' DRAWN PW OfECKED RSH a,rQm LAYOUT PLAN NORTH PHASEI SHEET F-1.1A _ " NOTELEGEND I '1 GRADING NOTES I. (INDICATES GENERAL WNSTRUCTIM NOTE) (37 (INDICATES SPECIFIC CWSTRUCTION KEYNOTEI ♦ / —'T \. i. THE CONTRACTOR SHALL CALL AND NOTIFY DIS OCCUR. AT 811 A MINIMUM OF WORKING GAYS BEFORE CB ], TPE 1 3 _ \ \\:. \1 DEYIX1710N, DIGGING, OR GRADING OPERATIONS OCCUR. I g CATCH DPSRI RIM 399.1� F-2.2 -�If \ \ � 2. NEW CONTOURS SHOWN ME FINISH GRADE ELEVATIONS. CB 6 TYPE( F t �\ c , . GTRIMCH BASIN{_ --- `' - 39 80 ,\ \ \ \' 3. BACKFTLL AND COMPACT EX ED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO ' \ 95f. WITH 12' MAX LIFTS. 4�3 a ;• \ 1 (tl 1i l\\`\\`,1 `, 4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS 1 i S _ — 4W AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. {00 _ -- " \ }99.7b / I 1I l 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER N THE EVENT OR DISCOVERY Y T POOR S. CB 5, TYPE i ' �� -% A"a �.;40 J _- — +80 3 - — �1 I lid GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED W THE PUNS. e CATCH BASIN 3 RIM 398.80 6 ' / { II tl 6. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. 399.70-+-/ 141IIT ate �' = •v' 99 ( 1�1 Iil�\ 3 �\ \ V /v. / '\ \ a� GRADING LEGEND EXISTING CONTOUR LINES CATCH BASIN INLET ! 'a 39 .80 .._ .. ( _ TYPE I - -CB B ttPE 1 -399.80 - 1 CATCH BASIN 4f 1.521 SPOT ELEVATION ® CATCH BASIN INLET (C.B.1.) _ RIII 399 10 F-2.2 TYPE 2 411 NEW CONTOUR LINES FLOW CONTROL STRUCTURE 411.8— NEW /ULf CONTOUR LINESCHAINUNK FENCE AND \ 1 CONCRETE CURB SURFACE SLOPE CHAINUNK FENCE CONSTANT SURFACE SLOPE I� 1 8 (LI'II IIIII /z •• __ MATCH TO EXISTING LIMIT OF PERMEABLE AGGREGATE \ BASIN 3 399.80 RIM 399.7 I.E. ry @7 - 1 399.801--- of I `9, f TYPE 1 TCN BASIN 399.80+ ( 1 '39 a10 ry` CB-2, TYPE 11 - z r o Ll CATCH BASIN WITH FLOW `1 CONTROL 4 \ STRUCNRE 1" 400.30 399.80 - 39 91 --"'� - CB 10, TYPE 1 1 ' CATCH BASIN.10 I RI�f339 0 � -Ih IIIII 1 11 1 1l-J = _ 1� - _ - _ 9 70 -E- 400 CB II. TYPE i lLl_ ^^ _%� (A BASIN 3 \ �-Rw 399.iS1 29 - .. �' III '- -. / CF 40p 18 ] T 399.ry \ _ �� _ _ _ -- ✓ ., -_� E39 - o J � sJ `4 399 _ _ e SqS 398 f FIELD ELEVATIONS SYNTHETIC TURF MULTI PURPOSE FIELD: SUBGRADE ELEVATION: 398.50 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 39 M FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 399.67 FINISH GRADE OF SYNTHETIC TURF INFIlL 399.80 EDMONDS Is SCHODL DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS DA HOGAN s.a.vm�`ti..�r�zw �mcn�xe 1 26 rem M/u NORTH 0� . SCAM 1'= 20' PERMIT SET DATE IS-12-14 SCALE 1'=20' DRAM CRW M EIXED RSN ®mar ©mE m wcrA+ssoo>rzs GRADING PLAN SOUTH PHASE 1 SHEET F-1.2 S4 E Cab �GF&gm a\ s 1 tuba, _ •i. t - -"i � "v _ _ +. v# St ea 3�n vo e yy 4 _ `k � � n vn"�� '4 'a •i . 2 �i �'3 ` ST. I I i •'4 Q J , s§ `t \ 5§ •§ - � i R. k a � 'L t 4 t .# ,., 1 ) - ' •/`;• � � I '4' > s5 5• ,# �T /+• n � ,� � � � / ..a _r» ISVIUV�B J� Lt5t91VH -.9 04'!� .� �� ,•M ((� 1 •# 't `§ \ i `\ a T CATCH BASIN � ` RIM 392.D0 3 s -4 \ . •> \ \ \\ �a % 94' < •� I EE CB 3, TYPE I RIM 39 &S50IN 0 'Z - I. A. ,s I' I i ,4, •#,l4 ,#9 a�, �', 3 §•i § � is 4 ` S.;`. ..t• 5 a .4 � .i..# `§ '*• .,T_ 1-, � •ati - -...\ wn u( '� •1 4# 1§ §. 4 , 95 11 i �6 � �# �4 4• ''a `, `'4 i / 91 '. �.�• t I r` _ - — / §. L `*§.— `+ fr `; `4 `� `t '} �.,��] CB 13. TYPE 1� eCATCH 8.451N . R RIM 388.80 _ 39� \ • - ___ •� ..,,ram \ � fl I ~ 1 >�, �tt\�.�. -_ - - _ - - ---------- ----- - ----_ I - Via- - -- _ •1 \J J \ ' _ ©..•— _ C IATC TYPE I CATCH BASIN RIM 388.60. , q 1. THE CONTRACTOR SHALL CALL AND NOTIFY OIGALERT AT 811 A MINIMUM OF 2 WORKING DAYS BEFORE DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. 3. BACKFILL AND COUPACT EXCAVATED AREAS RESULTING MGM DEMOLITIONNNI ACTES WITH SELECT FILL TO 95%. WITH 12' MAX UFTS. 4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 6. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. NOTELEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) 03 (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) — I"'-- EXISRNG CONTOUR LINES 411.52.L SPOT ELEVATION 411— NEW CONTOUR LINES - — 411.5— — NEW HALF CONTOUR UNES S-2�Oi SURFACE SLOPE - CONSTANT SURFACE SLOPE -- MATCH TO EXSRNG UMTT OF PERMEABLE AGGREGATE ■ .1 , 4 I CATCH BASIN INLET (C.B.I.) TYPE 1 TYPE IL CATCH BASIN WITH ROW CONTROL STRUCTURE CHPINLWK FENCE AND CONCRETE CURB CHNNLINK FENCE EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS DA HOGAN � sioxec s5A``� mm Amp. NORTH 020, � . SCALE: I-= 20' '7d:171iFY0i DRAWN cm CNECXED RSH orrrxr QQ m GRADING PLAN NORTH PHASEI SHEET F-1.2A Z I` { 4l%F. I TYPE 1 / BAS CATCH IN ' NpIM T.A fi4 1 1GJ- / / A9C-' L RIM 390.80 k IE N 396 56 S J96.56 (l\` _fKN C67. TYPE 1 F_2.2 'F ", 1\NEW'INVEF CATCH BASIN /'r \1' IE N �IE W 395. IM 399.10 3555 IE N 396 16 ) , \\ \9 � IE S.3 8 'PEP _ 1 'CB 5. = 1 - 3 ` - _ 98 lF - - � I Ip L ■ o,I i. }9?,6D _ R �P K _ /• o - CATCH BAIN F-2.2 _ \ 5=0.4P le _ Q p / I� "B-80 110 lF 8' CPEP k E' T. 1 II ,1 � L1\ S % - 3"'" r T� \- t i ` 6' cvEP V. - / p a j.. 4 %`•. T Tm 1 }3 `� N^S-p4DRENDO kP �¢ W 1\\.��\ m / / P �` \\1\�11�� `. 3'39.&J i IJ a 1 I / I 1 It 1^ 1 ° \B"i a� 1 ENO i _ T- •C` Im 1 }90 d 9g,, j ``GTGH BASIN \ Y'.4 4'- .'-ti �•� (TYP') , Tm Tt^ I P` • 0 1 I 110 " I ^I 3 ° 1 1 rI TL I ' •EI W399.10 397 30 F 2.2 3 e - _ Tm I ImI� 1 l E 39.3` rl' '� ��'1�� I IJ .1 � •�. •1 _ 1 A 1 �� 1 1', 1£a 'I �� .a1.1 I N1�. • J ( \,,. '� '-, ,�. T '1 � 1� ; :m r ' 1 1 \ 1� 1. sa ' " 1 °�_I 11' I ' � �• 1 �'. �. T`"x ,J \ w !,CP F �IEP 1� 11 1 1 1/ �1 sal \ I. 1 , . 1 �m m1 ! 1 1 • �• IN �1 1. I 31R $i � � 1 1 � 1 \ 1 1 1` � .�1 1 � s• I `1 z\ �. � �;1 N �1? �� I,�ST �NYERT • � �9 1 � 1 I I` 1 � 1: i i ',I��o • 1 �°• I.. !� � .� ; �!, ,�!�Y•�11 1 1 1 II_ I � '��11 �."„5 1 � iIIL-:'i+n 1 $ \ NVER. i 1 [I \ 1 I EE W I T ��.`•I IE 399.20 1 \I 1 I K.1- £- \I•J 1 j WESTPLUG IIINERTEXISTING A IZ I•zz�?J �; 1'>I �,, p� �I �1 �.Ip. �I nl \ .., 1 1.\\ I `°T1 '\ I 1'G\ 1 �'(T5.06 YPa�" I -� L`••� I � CO 3. TYPE , TYPE ,� ■B451N G RIl139960 CATCH BASIN\.,1 1' 1 TM^ i E 11 }9).09 RIM 395.00 f'1 T�,. F-2.2 E. 12' SW 392.40 1 1 T� 'g E. ,z HE J92.JD \SLID' I: I 1 v ffffff `( F 22 1 1 1 IA I 1 1 I 1 1 1 I �1 IF�$� T -' I. 1 I 1 it 1 �I _I �o mom` 1 1, I! 1 I `�• �1 1 - I '� 1 1 �_ / : �_ �� m� �' I 1 1 1 � �'� 1 I 19� .1 ,, ,,7D+ �• J' � � .,,. AN Va ' I 1 k• �in � o t' o� AgA L, 15.00° � �q 6� 8. 111I1..J I 1 I �_ 1m :�'. � �� i I 1% I � ril I• 11 . �°' 1 I� Q�wF� m mU i 1 1I I 1 LJ'I N, o i 4 li 11 I I '1 z 1 1 1 N 1 1, 1 r�ATcIN' 3 r �1Y`• N� o u I �= 1 ! 1 1. i •. I 11 I 1,. -``I i 6D �i / /1 M a 'If • INW339„O �la •I 1. I a 1 ! 1 I ! ;t 1 IJ�1J' i 1 / i I'. /LN '�`'1 1 ( r� \ \ JI 1 IF 1 �•!I2m 1 1 �.I I 'I. 1 /, 1 . '1 1` 1 IN I" !�N 1 �!� TYPE 1L n ' CATCH ROW s. I I } {\ I .. 1 s'. 11 �5 ��1,� /I 1 I 1 I N "., I I N 1 � 1. ,\ �T I -• • 1 ! I � 2 \�. o SRUCNTROL TUREiF-2.2 �I \1 T II (TR' . Ism 1 I 4 t. N IN 11/ 1 f. �� 1 �I . I.E�5 39: 4 � ) : 1 I I 1 I 1 I I 1 wI 1� I NCW II !' -' �,1// � ! 1 1. 1 I. •� 1 I !. N395.45 1 9. 1� ''/ 1 I�1 ' 1 •I; >� sfw!{ ' TI �1 �. I 1., .I�1, I• 1 I 8 CPEP %� 1z, s li nl.)1 T _ . a I j .� I 91 I CATCH BASIN } ,0 1.� 5 !III III I I V 1 I 1 1F� RIM 399 10 I IE E 3900 ! pl 1 �! j 1 ll• I / l I I 1 �g I. 1 1 1 1/ i 1\ `! 1 1- In -HA( IE N 39700 F 22 DRAINAGE LEGEND III ) o) >. I I I � I I'm � � 1 •� 1 / 1 � 1 1 �, [E w 396>: D I 1 1 I' 1 <: I \. A� % E-•- END CAP -399 I ItI I vl 1 l I , 1 1 1. 1 I• I.. I ' 1- i^ 1,. Wj OUTLET TO BE o `; I 'I r I .�• I 1 I/ea I'' 1 '4, j8.Im ^ ♦<_+ °// OETE{MINED o, 1_ 1 �i,T - • - • - 4' P.CORR. POLY DRAIN TUBING 4 I I ,\. I ••I 1 I t ) I 1 I- 1.yI MO 73 LF 8' CPEP a• 1 j 1 ,roI III I I: \ 1 1 1 I m 1 P I I 1 11 I I m�a, S 1 I III" •S A •/ 1 _ ` PEP SUBSURFACE DRAINAGE COLLECTOR I I I I. r 1 OR STORM DRAIN PIPE 94 IrII II ' 1 1 I t 1 1 1 sn 1. I I 1 I•! II Im I.m 1 1 ° B 11, YP �1! m y,� Typ T � S O.SOR SLOPE Ip!I_ 1•\ I.m Im, "'1 \` r"_� 'tT�• CEATS 39N �' E FLOW DIRECTION L I(( _� 1M 399.10 ` I \ 1 1 I ' I m1 I- / !^ 1u \ _ I� - ENDCPP (1YP.) •"��',. IE 414.30 INVERT ELEVATION \\ �j( I 11{ \0\y1 I mil l 1_ I`n+, i^/ tea.. Y� MYmI ljyo -�_-.) „e'"��•--?� CIE 413.00 COLLECTOR INVERT ELEVATION Y. •R• 3 '5\ „ti%) .0,1� t. �� - l•✓ • ��.af -� ,T'��./i �� C'•aF' C ■ TYPE BASIN INLET (CBQ I I- I J Mii N \\ . \ •T�. �u �\ y o _ 4 � �7- :1, '>LL- - ]��/ CATCH BASIN TYPE 1L WITH jC FLOW CONTROL STRUCTURE �'�\ III � � - � _ _/✓/j� t'o m '1.Xk ° . L= NOTELEGEND (D�SS�CDSRONOTE NOTES p (IN SPECIFIC CONSTRUCTION Y 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL ACCEPTANCE OF THE FIELD SUBGRADE. 2. COORDINATION: IT IS THE RESPONSIBIM OF THE CONTRACTOR TO ENSURE TIIAT THE IRRIGATION PIPING IS INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID CONFLICTS BETWEEN SYSTEMS. 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SIWl NOT PROCEED UNTIL THE IRRIGATION SYSTEM PIPING HAS BEEN MXnLLED AND COMPACTED AND THE FIELD SUBGRADE IS APPROVED BY ENGINEER. 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING EQUIPMENT WITH SLOPE AND DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL SYSTEM', SO AS TO ENSURE ACCURACY IN THE 130TTOM OF THE TRENCH. 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED WATER" MAY NOT REMAIN ON SUBGRADE. 7. PROVIDE A SMOOTH, EVEN SUDGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE COMPACTED TO 95R. LEAVE NO LOOSE MATERAL ON THE SUBGRADE. B. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. 9. NO FOREIGN MATERAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF THE PERFORATED DRAIN PIPE. 10. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL.. REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. 11. ALL TRENCHES TO HAVE BACKFILL UATER14L 'CROWNED" A MINIMUM OF 2' ABOVE SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTiFICATgN. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF BASE AGGREGATE. 12. WRING PLACEMENT OF SPECIFIED TRENCH BACKFILL. PIPE MUST BE HELD IN PLACE TO PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. W NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS WRING CONSTRUCTION ARE TO BE TEMPOWILY CAPPED OR PLUGGED. 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING TEE AND REDUCING SADDLE TEE 15. NO TRUCKS OR EQUIPMENT WALL BE ALLOWED TO DRIVE OVER ME TOP OF THE TRENCHES EXCEPT TRACK-EWIPPEO MACHINERY UTILIZED IN SPREADING ME AGGREGATE. BACKFILLED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING FOR IDENTIFY. 16. COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST LOCATIONS. DATE EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS 1 DA HOGAN NAL rnaas MAa NORTH D� . SCAtE.I" 20' PERMITSET DATE 11 12 14 SCALE 1"=20' DRAWN cm CHECXED LSH DRAINAGE PLAN SOUTH PHASE 1 SHEET F-1.3 i� S� no � �~ s sal: r. • � ,4 � I • v: � Q��`� I- I 1 '§ r � \ `s \ 4§ \ ,4 I � / � / ye �/' ,3 dt 4 s �'•f / l 4t; v$ 1 � 1 :T aT \ _ : I ,; •.r� , V ��p �F7 /•° � �, '§ ( �� �� _.-_-_ I � �._ \ �S zEE• t.'; '�`-`.Y Y `• lif ';"„\`: `av `. \ �+g, \ -`` . C0 4 -TYPE 1 1B.�SIN 3 \ Y \ v o '� ji7?✓, } ` , 4 : li S CONNECT TO EIOSPNG STORM --RIM I.E. -2t2 \ \ '}, \ s \�\.^F,. ` ■ •y DRAINAGE MANHOLE �1.E. 12• SW 388.50 ■ . , L[. S 383.18 \ - I.E. 12' 388.40 s=lsox.. m CONTRACTOR TO POTHOLE TO iQ, DETERMINE EXACT LOCATION OF p' -Ti I / ' 1� J 1 p / EXTSRNC 12• SO TO THE SOUTH • /e 2 NOTIFY ENGINEER IF IN CONFLICT / / / MAINTAIN FUNCTION OF EXISTING - ••i ` c 2/ WITH PROPOSED 12• SD / % . -DRAINAGE SWALE DURING PIPET • "Q } • /"'V 1 1 f _ AA CONNECTIONe`� CONSTRUCTION. RESTORE 4` / •• "_ j .¢' IMPACTED AREA OF SWALE ONCE PIPE INSTA5110N IS COMPLETE. .z 40 J. /. Q ' / IQ. _ \ FI / 11 1, TYPE 1 CATCH aNSIN�t�i1 1 IN RIM %00 SW f/ •� / / � i �� Q \ I.E. 12 12' SW 392.40 ^y I.E. 12- NE 392.30 I/'Q / / g � ''§• I (/Q.• •'{`/ m4 �= Q. \\. -a• \•\ �"i \ ,_ \ � �D�_.`�E-�_ F 2:? „_ 1\ \ ' CB=31 TYPE 1 CATCH &;IN- RIM 388.80 + 4 �„ IE N 387.30 C.. •� 9 Q§ , f • 9 ' 1• ' Q, s a ' ° ' ^ t eQ °§ § • 72 LF 6• CPEP §q M19 `§+ AA` 4 �h ,.a °h. tv °Q.• .i °Q' .-i, .•Q` 5=o.4ox Q 4 ,1 -/ , `- (Q aQ �Q °.,§ v s§ y • • y •- A' T � r e - R �• \. b 1 � � ! -ccE� y 11 i. CIII F 'Ai- - -_ 1��� - - •% I INVERT' J F y It dN §, wz CATCH BASIN F4`.'.� Q., E. \ .�3 ¢ CONTROL F'2'2� Il STRUCTURE, • Q 1•_ f ERIS m95.3401,T \=� / i' $ s o $, `§• •€, •a, `i, :, °t. �;3..�k€ �\ 1 IE NE 39545'1 - 1 I1 1 t III III�III It i / �. 1 � A i. •��%1 J 11 `y• / 4 °a, 4, I NEW INVERT: �� 1 �� I " al •� I� I�� IE W 386.90 43 IF 6j CPEP H. � 319 .wd \ \" � - _ -�• _ _ - `'s - _ ,_ __ _ i / - - �" 5'=o.aoz� •�4• � �1 nQl w.y I ICI ` •t \ •� - � � 0 1- r 1 � As's I 12 TYPE i !• ;-�i�r'I �� III CATCH BASIN / -:4 \'4. \ �,_ a 1 r� S `F S • �S` § T • i - F-2.2 ESE 387 Os/' l ; \ "� �=�� � �4w = - -- - - - - - _ �t�� - __ _ _ - °e•. ; G� _ - •; 9T `� i 11, A�jI6 �� . ��.§ ����` Tr'§�` 5 ��-�.�'. T .. -- 5. in �Na�-'Q `)• § /5�-..�•'� yc � ',•Q' ,� LL ��y � a, Ir T- t �, _ , \�i \ 4 ' �' ��a•». � 4� @. - 6 q. f `k i 4• � '6 S - - ` � _.sue'' /i W / \ . �� Q-'�`�� "lt. •a.• °�'.. i mot-. } `i F § s •92.. `+"F , `' J / .- _ < �'- `� •2 `f � � . •§ Vim•- 0 �\.�-__�_- - - _ -_ _ -� a � - _���•v __ .� -T�/ § - �J: E \� DRAINAGE NOTES DRAINAGE LEGEND 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAR BE INSTALLED PRIOR TO FINAL ACCEPTANCE OF THE FIELD SUBGRADE. 2. COORDINATION: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE IRRIGATION PIPING IS INSTALLED AT A SUFFICIENT DEPTH BELOW SUDGRADE BEFORE THE TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID CONFLICTS BETWEEN SYSTEMS. 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE IRRIGATION SYSTEM PIPING HAS BEEN RACKFLLED AND COMPACTED AND THE FIELD SU13GRADE IS APPROVED BY ENGINEER. 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE AS INDIGTEO ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING EOUIPMENT WITH SLOPE AND OEM CONTROL, SUCH AS 'USER PLANE CONTROL SYSTEM•, SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT REMAIN ON SUBGRADE. 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. 8. EXCAVATION BELOW "AM GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEGGING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF THE PERFORATED DRAIN PIPE. TO. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. 11. ALL TRENCHES TO HAVE BACKF U MATERIAL "CROWNED' A MINIMUM OF 2• ABOVE SUDGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION TIFICATIG IDENN. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF BASE AGGREGATE. 12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PUCE TO PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL. 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN QNOS DURING CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING TEE AND REDUCING SADDLE TEE. 15. NO TRUCKS OR EOUIPUENT WILL BE ALLO'hTD TO DRIVE OYER THE TOP OF THE TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING BASE AGGREGATE. BACIOILED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING FOR IDELRTY. 16. COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST LOCATIONS, NOTE LEGEND 1. (INDICATES GENERA CONSTRUCTION NOTE) 0 (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) E . - END CAP - • - • - 4' PERF. CORR. POLY GRAIN TUBING CPEP SUBSURFACE DRAINAGE COLLECTOR OR STORM DRAIN PIPE 5=0.50% SLOPE E FLOW DIRECT" IE 414.30 INVERT ELEVATION CIE 413.00 COLLECTOR INVERT ELEVATION CATCH BASIN INLET (CBI) ■ TYPE 1 0 CATCH BASIN TYPE IL WITH FLOW CONTROL STRUCTURE RE t-NI DATE EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS DA HOGAN NORTH 0�0 SCALE:,.- 20' PFRMITSFT DATE 11-12-14 S E r=2D• DRAM Cm CHECKED RSH sanr3rt QmA DRAINAGE PLAN NORTH PHASEI SHEET F-1.3A REVISION DATE 1 _DUGOUTt J 1 CONCRNK NUNG IN L 2 ETE CUFENCIRB (TYP +T 'K i 4• / ) DOUBLE SWING - 90 LF CATE (IYP.) (D F- 2.I "N \ 4 ~® 'LHAINLINK FE1 CtNG WITH e \ 2 MI \a NETTING O (TN © F-2.5' \ \ I 1 I / - • I.} \ I 1 SOFTB BACKSTOP &WING LNG ( .) 1-2.6 A V DU I� SINGLE SWING GATE ( \:)(2 F-2.f \ p 253 Ls N NU 1 y I i 1 1 1 i r I G IN F-2.4 CONCRETEK CURB i(NTYP.)r, III ,I I i O • 1 � -- I II III I I I 1 I I ' � I I I (�` i �� T i 1 I CHAINUNK FENCING IN COONCRETE CURB. (ttP_) II � 86 LP� i T C HUNK FENCING I F-2.5 N NG ABOVE (T)P. I � 52 L T G! NUN FENCING IN \, ,00 F-2. CON�RETE URB (TYP.) I• i I I I I I III � I I I ;� b � ��� �. _�-' \_ �c� �_ Es SINGLE V SINGLE SWING 3 _ ��-s--i_LU- _y .yp•.� / - I 1 OE (TYP. �-. ��"-` ' l•� C o� , 1 1 LF 100 - — �y . LF 52 ,��»-'� I) 1_ Lam•-lam-\c`xy% ; �� ' � u �L��` �a� 3y-, _ U FENCING NOTES 10 ENO FENCE. MEET AND MATCH EXISTING FENCE TO PROVIDE SECURiIY ENCLOSURE © FENCER�UNNT TO PROPERTY UNE TO BE LOCATED 12' INSIDE PROP3. GATE LOCATIONS ARE SHOWN APPROXIMATELY. 4. GATES TO BE CENTERED AT PERPENDICULAR PATHWAYS WHEN OCCURS. 5. ALL GATES ME LOCKABLE. 6. INSTALL LOCK BALK POST ON ALL SWING GATES. NOTELEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) Q (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) FENCE TYPE KEY I 30' HEIGHT CHAIN LINK FENCE; 2- MESH X6 GAUGE BELO'N 10'. X9 GAUGE ABOVE 10'. TOP, BOTTOM, AND 5' INTERMEDIATE RAILS OB 30' OVERALL; 10' HEIGHT CHAIN LINK FENCE; 2- MESH X6 GAUGE, TOP, MIDDLE, BOTTOM RAIL, 20' X2'SO. NYLON NETTING ABOVE © 23' OVERALL: 8• HEIGHT CHAIN LINK FENCE; 2' MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X2-S0. NYLON NETTNG ABOVE OD 8' HEIGHT CHAIN LINK FENCE; 2- MESH X9 GAUGE, TOP, MIDDLE. BOTTOM RAIL GATE TYPE KEY (ALL CHAINLINK) 0 12' DOUBLE ROLLING CATE (2 x 6') Q2 4' SINGLE SWING CATE Q3 5. OPENING (NO LEAF) FENCING LEGEND — CHAI NLINK FENCE AND CONCRETE CURB - - -- CHAINUNK FENCE NETTING ABOVE FENCING CONCRETE CURBING ELEVATED CONCRETE CURBING CATCH BASIN INLET (C.B.I.) TYPE i ® CATCH BASIN INLET (C.B.I.) TYPE 2 "= EXISTING FENCE TO REMAIN --- eo--- FENCE TYPE AND UMN GATE TYPE EDMONDS Is SCHODL 1)1 S TR I C T FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS Irl DA HOGAN 4� NORTH D� . SCALE:1'= 2W PERMFT SE- DATE 1142-14 SCALE 1'=20, DPAWN CPW CHECKED MH oreart©wv, w. Hw•.srsweans FENCING PLAN. SOUTH PHASE 1 SHEET F-1.5 REV1S N DATE LATERAL SPACING 15, TYP. 2" TOP COURSE O OQO OQ O(�� � 0(ff O ��Q ��Q(�ITO V �� i. BCROWN EINSFL PEA GRAVEL SUBWITHGRADE 2" PERMEABLE AGGREGATE l U Vo UO UIV^T{✓° O V-O O OO OO O OO O OO O 2. REMOVE PEA GRAVEL CROWN TO BE RUSH WITH SVBGRADE PRIOR O O O O O O O O O O OO oOQ oO OO QO O TO INSTALLATION OF AGGREGATE O O O O O 0 O CLEAN, WASHED PEA 12' BASE COARSEGRAVEL AS NECESSARY PERMEABLE AGGREGATE I I III I-1 —1 I I —III —III III _ _III I I I I I7� FOR LEVELING. ` I —II —III PERMEABLE STRUCTURAL SOIL BEARING 1 r \ COMPACTED j FABRIC MUST BE FLAT SVBGRADE ON SUBGRADE FOR FULL 2' MIN. o WIDTH. FABRIC CONTINUOUS THROUGH_ .12•c. SUBSURFACE DRAINAGE TRENCHES (TYP.) �_ ' MIN. 2 \ 12" MINA 4' PERF. CORR. PEA GRAVEL INSTALLATION _I I • - •^ POLY. DRAIN TO FULL DEPTH OF TRENCH 4' PERF. CORR. POLY. , ;�, o,• TUBING.& 2' CROWN. BRAIN TUBING SEE DRAINAGE SHEET FOR INVERT ELEV. INFORMATION 1 SYNTHETIC TURF FIELD SECTION - F_p•j NOT TO SCALE NOTES: 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER -LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN ESTABLISHING THE PROPER LINE AND GRADE. THIS TEMPORARY HARDNARE MAY REMAIN AFTER FINAL INSTALLATION. ° 2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL PO'NER-LOAD DRIVEN OR RAM -SET CONCRETE ANCHOR HAILS, MINIMUM SHANK °A DIAMETER 5/32-, MINIMUM HEAD/WASHER DIAMETER 3/8SUFFICIENT LENGTH TO INSURE A MINIMUM 2- EMBEDMENT. RMOIDUAL ANCHORS SHALL DEVELOP A MINIMUM 450LO SHEAR, 350LB TENSION IN 4,OODPSI CONCRETE AT 2' EMBEDMENT. p 3. ONCE INITIAL. LINE AND GRADE HAS BEEN ESTABUSHEO, INSTALL THE SPECIFIED RAM -SET OR POWER-LGAD DRIVEN CONCRETE ° < ANCHORING NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION MID THE SPECIFIED SPACING. 4. WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30' D.C. MAX., 4-6' FROM ENDS. ° e 5. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAJL INSTALLATION DEPTH OF EMBEDMENT: 2' OR AS RECOMMENDED BY THE ANCHOR SUPPLIER. WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21' ON CENTER AND 6' FROM END OF ANY LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WTHIN THE MIDDLE ONE-HALF THE FACE OF THE RECYCLED EDGE ANCHOR. 25R 21' 21' 21' (TYP) UPPER 6. (1YP) R (TM) WEDGE ANCHOR POWER LOAD/ RAM -SET T____ 1 MIDDLE 50% 2 SYNTHETIC TURF EDGE ANCHOR LOWER 25% NOT TO SCALE INFlLL MATERIAL TO BE FLUSH WITH TOP OF CONCRETE CURB CONCRETE 5 NFlLLED ANTITHETIC STAPLE AS REQUIRED CURB (TYP) TO ANCHOR NRIF 12' �NRF F-2.1 FINISH OO.e .0 •� 4 e p Li p e O oO O > 6' A 4p e I I I I I I I I I I I I l i I EDGE ANCHOR AT CONCRETE CURB NOT TO SCALE POROUS PAVING E COURSE 3LE AGGREGATE TED )E 5 RUBBERIZED SURFACE SECTION F-2.1 NOT TO SCALE 6 ASPHALT PAVING SECTION NOT TO SCALE CONCRETE CURB TO BE - FLUSH WIM ADJACENT SURFACE ADJACENT SURFACE NAY VARY 3 8" EXPNNSION 4" BAND WRH FINISH SMOOTH FINISH / 2' ` GRADE JOINT WITH --{ 2' POLYURETHANE ice\ JOINT SEPiNTT FltIISH GRADE a d (2) /4 CONTINUOUS L QML ALTERNATE TOOLED 0 TS AND EXPANSIDN JOINTS 10' O.C. SLOPE TO DRAIN II SEEDED NATURAL GRASS -A"SIGN FINISHED GRADE 4' LIFT PLANTING SOIL BLEND TO 8' TOTAL DEPTH . SIGN SUBGRADE 4" DEPTH TILLED NATIVE /SOIL BLEND NO REED r 1{II7T�11�I� SRE SOIL SEEDED SITE SOIL RESTORATION NOT TO SCALE HAND TOOLED WEAKENED PLANE JOINT. DEPTH EQUAL 25% OF THE SLAB 6' CONCRETE PAVING THICKNESS 6' CONCRETE PAYING LIGHT BROOM FINISH LIGHT BROOM FINISH FINISH I4-18" D.C/ E.W. GRACE f4-18' D.C/ E.W. e 5' CLASS II BASE d ° - ° 6' CLASS II BASE _ D�fPA ISION JOINT TO BE INSTALLED AT CONCRETE I —III— I I —III EVIL MNSION JOINT TO BE INSTALLED AT Ni CONCRETE ACVER —_III III —III —I I I I I I —I PALL AV NG�ADC VERTICAL WA EXIST ING —III —III —I PAVINGALL AND CAL WA E%SNNO I I I I CONCRETE PAVING _ I �I I — CONCRETE PAVING I� SUBGRADE COMPACTED -1 I I I SUBGRADE COMPACTED TO 95% MIN. TO 95% MIN. A' CONCRETE PAVING AT EXPANSION M14T AVING WITH WEAKENEDAN JOINT 7 CONCRETE PAVING F_2.1 NOT TO SCALE 4PERVIOUS FINISH CONCRETE PAVING qu GRADE OOoO �OOoO �OQDOO AGGREGATE MEABLLE oQo OoQo OoQo Oo SE SUBGRADE COMPACTED J TO 95% MIN. 8�\ PERVIOUS CONCRETE PAVING NOT TO SCALE EDMONDS Is SCH®L D I S T R I C T FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS I IAA HOGAN PFRMITSFT DATE 31-12-14 SCALE N. DMWN cm CNEIXED RSH SITE SECTIONS & DETAILS SHEET F-2.1 4' PERFORATED SNAP CAP 4' X 4" % 4' CORRUGATED ALL ENDS OF LITERAL TUBING SNAP TEE POLYETHYLENE LATERAL DRAIN TUBING *�4�E%-�N FV•oSEE PIA! FOR SLOPE PEA2" ---n MIN GRAVEL -- I _ 3' MIN I I I—' COMPACTED SUBGRAOE PERMEABLE STRUCTURAL LEAST CORK. POLY TUBING 4" ADS INSIDE COUPLER SO'.L FABRIC VARIES IN LENGTH =� 12' X 12' % 4' PRE -MOLDED TEE 12" CPEP COLLECTOR FOR INVERT ELEVATIONS SEE DRAINAGE SHEET 1 SUBSURFACE DRAINAGE DROP -TEE CONNECTION F-2.2 NOT TO SCALE •' ��•`�::��%poi:;.i���.:�>•t%ia� a�'i . PEA GRAVED-p 3' MRL PERMEABLE STRUCTURAL SOIL COMPACTED SMIGRADE BEARING FABRIC 2 SUBSURFACE DRAINAGE LATERAL F-2.2 NOT TO SCALE SURFACE VARIES LOCKING CAST IRON FRAM18k X R2A4-) $LOPE GROUT ALL PIPE WATERTIGHT ON BOTH SIDES OF CATCH BASIN OYPJ PRECAST CONCRETE C.B.I. INTERNAL DIMENSIONS= 26'L X 22 W X 40'D Fa -F - 18' MIN ADJUSTMENT RISER(S) AS REOUIRED 4" MIN. II II I V O V G DO GV O V O 000V V V r- 6"GRAVE1 O V VOovo ov VOoo vp V4 T=1� vvvo vovvvovvvvv ND _ ���� M — v— I 34 SEE' DRAINAGE SHEETNS / 3 \ TYPE 1 CATCH BASIN —I I- F22 NOT TO SCALE ________—_I I `1 . I _oLmEr i j I I OUTLET PIPE I ----------' PERPENDICULAR TO CATCH BASIN WALL PLAN VIEW RBI 4DD.30 6' CONCRETE < NEDUS ABB I 2" MIN. PROVIDE RUNG TO HWNG $HEAR GATE PULL PIPE SUPPORT g' SHEAR 3' .090' 207E ALUMINUM W/ 5/8- STAINLESS BOLTS 6' MAX. 12" OUTLET PIPE 12' INLET PIPE 12' 0 SLEEVE - 6' VAX LFRGTH W/ TAPER FIT TO INSIDE DIAMETER OF OUTLET PIPE CATCH BASIN 1/2.0 - TYPE IL W/ RESTRICTOR SOLID CODER GREG IN PLATE BOLTEO TO FLANGE, OR DRILLED CAP. TYPE t-L 4 FLOW CONTROL STRUCTURE F-2,2 NOT TO SCALE oappo FRAME AND GRATE SEE SEC. ].OS AND AVDINGS. 6" OR 12-RISEN SECTION 1 /3 BAR HOOP FOR 6" 2 /3 BAR HOOP FOR 12- 8 16• REDUCING SECTION 2 �} BAR HOOP B s� 1/2' j3 BAR EACH CORNER PRECAST BASE SECTON 8 I/ (MEASUREMENT AT TOP j3 BAN EACH SIDE Y✓• OF BASE) 0 4' /3 BAR EACH WAY NOTES: 1, CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WELDED WINE FABRIC HAVING A MIN. AREA OF 0.12 SOUARE INCHES PER FOOT MAY BE USED. WELDED WINE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PUCE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNWKDUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. S. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL 70 PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX. DIAM. OF 28-. KNOCKOUTS MAY BE EITHER ROUND OR 'D- SHAPE. ]. THE TAPER ON THE SIDES OF THE PRECAST RASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2-/FT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. LAATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. MAX. DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5•-0". 11. EDGE OF REDWING SECTION OR BRICK SHUT NOT BE MORE THAN 2' FROM VERTICAL EWE OF CATCH �� BASIN WALL / 5 \ TYPE 1 L CATCH BASIN F-22 NOT TO SCALE AEVISgN DATE EDMONDS Is SCH®L D I S T R I C T FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS .J HOGAN PFRMIT SET DATE 11-12-14 SCALE N. oMwN Emv CHECKED RSN mw.nf ©»1 DRAINAGE DETAILS SHEET F-2.2 REVISION DATE 1.66' O.D. TOP 2 & BOTTOM RAIL F-2A CHAIN UNK MESH FABRIC F-24 e GE 9 GAUGE 9 INSTALL FABRIC ON FIELD SIDE OF FENCING TENSION WIRE SURFACE AND FINISH GRADE VARIES I' MIN 2'MAX CONCRETE CURB OR FOOTING DEPTH ELEVATED CONCRETE CURB AND DIAMETER CONCRETE FOOTING(SEE SCHEDULE) 2 1 1 4' COMPACTED SUBGRADE OR UNDISTURBED SOIL CONCRETE CURBING / 1 \ CHAIN LINK FENCE Ff NOT TO SCALE G) © Q FENCING TYPE 30' WGH 10' HIGH WRH 8' HIGH WITH B' HIGH BACKSTOP 20' NEDINC 15' NEF NG FENCING CORNER POST 8.625' 00 8.625' OD 6.625 00 4.000' OD TERMINAL POST 8.625' OD 8.625' OD 6.625' OD 4.000' OD LINE POST 8.625' 00 8.625' OD 6.625' OD 2.875' GO FOOTING DEPTH 8'-6' 7'-0' 7'-0' 42' FOOTING DIAMETER 36' 38, 24' 12' TOP RAIL HT. 30' 10' 8' 8' INTERMEDIATE RAIL HTS. 5',10'.15',20',25' 5' 4' --- BOTTOM RAIL HT 1' 1' 1' 1' TENSION WIRE HTS. 2' 2' 2' 4' FENCING NOTES: 1. ALL FENCING FABRIC SHALL BE NO. 9 GAUGE FINISHED STEEL WIRES WITH BUCK VRM COATING EXCEPT FOR DESK;NATED SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING. 2. ALL POSTS, RAILS, BRACES, POST TOPS. STRETCHER BARS. BANDS, ETC, SHALL BE PANTED BLACK. 3. TENSION PARES AND WIRE TIES SHALL INCLUDE A BLACK VINYL COATING. 4. MAXIMUM POST SPACING: 10' ON CENTER. / 2CHAIN LINK SCHEDULE F2.4 NOT TO SCALE GATE 4' O.D. POST HAIN LINK ENCE@ 1 F-2 4• CGNCRETE F000NO (ttP) T \ SINGLE SWING GATE SUBGRADE F2.4 NOT TO SCALE CHAN LINK FENCINGe 0.5' 45 CHAMFER 2' 1 J F-2.4 2.5' CLR ro 1© O CHAMFER- ° 1 14 REDAR CONTINUOUS p4 QB PLAN VIEW © A I e � FENCE POST 0 0.5' 45' CHAMFER LOCATE OU CON N THE 14 84H 12' ° 5 � > � Ii WITHIN THE BOTTOM 30R OF THE CURB MASS PROVIDE AD ATE COVER A I' CONTINUOUS 4 °°p CONCRETE •• FENCE POST FOOTING p 4p {4 REBAR 3/8' IMPREGNATED FIBER Na II4 CONTINUOUS BOARD ® ALL LOCATIONS, FULL DEPTH 0 FEkCE MIN. 3'1 POST LOCATIONS 4 @ ELEVATON -III—III- ®SECTION CONCRETE CURB AT FENCE POST NOT TO SCALE TURF FFENCING IK FENCIN F-2.4 Fn 36' IfCONCRETE PAVING (TYP.) � 12 � • ••• � III111111111111 .• ___ _,�;` _ _ �_ III=1 1= gil I� III -III— 3—III-III- SSBGF 3.00' ELEVATED CONCRETE CURB NOT TO SCALE A REINFORCING STEEL TO BE 14 DEFORMED BAR 12' O.C. VERTICALLY & HORIZONTALLY EXCEPT 24' O.C. HORIZONTAL IN FOOTING (ALTERNATE WALL VERTICALS): OVERLAP SPLICE 18' OB BACKFILL WITH CLEAN FREE DRAINING GRANULAR MATERIAL A MINIMUM OF 12' BEHIND WALL © PROVIDE 2' PVC WEEP HOLES TO GRACE 6' O.C. D ALL EXPOSED FACES SHALL HAVE A CLEAN. UNIFORM FINISH FREE FROM VOIDS, FINS, EXCESS MATERIAL, FORM TEXTURE, OR TIE HOLES. FILL ALL VOIDS AND PROVIDE A SMOOTH SACKED FINISH. E PROVIDE A 3/4' CHAMFER AT ALL EXPOSED CORNERS AND EDGES. OF ALL WORK CONSTRUCTED ON FIRM UNYEILDING SUBGRADE / 95% MODIFIED PROCTOR. EDMONDS Is SCH®L DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS �ji / I f- A HHOOGAN LliiiMAMEEMENI SCALE NITS DRAM CPW CHEMED RSH ®Anrr©ml FENCING DETAILS SHEET F-2.4 REV610N DATE E b A NETBNG POSTS O 20'-0' OR W 0' O.C. 1/2 ON —CENTER DISTANCE (18' MM NET CABLE SAGS 1 END POST AND LINE POST — SIZE PER SCHEDULE 6" BALL CONTROL NETTING ASSEMBLY o Ds CONNECTION NOTES: lO TOP CORNER; EYE BOLT SIZED TO ACCOMMODATE BOTH THE LIMIT ON GAP BETWEEN THE POLE MO THE VERTICAL CABLE AND THE CONNECTING UNKS FOR BOTH THE VERTICAL AND HORIZONTAL SUPPORT CABLES. PROVIDE (1) TURNBUCKLE AT EACH END OF EACH CABLE. TOP EDGE OF BALL CONTROL NET ASSEMBLY HELD TO THE SUPPORT CABLE WITH GALVANIZED OR STAINLESS STEEL OR ALUMINUM THREADED UNK, SNAP LINK. OR CARASINER—TYPE CONNECTOR WITH APPROVED BLACK FINISH. SIZE TO ALLOW SPACING NO LESS THAN 12" O.C. BUT NO GREATER THAN 21" O.C. TO REDUCE ROPE BORDER SAG BETWEEN CONNECTIONS. 30 LOOSE VERTICAL CONNECTIONS TO BE VA BLACK VINYL OR POLYESTER SNAP —CUP SPACED 12"-15' O.C. 4Q BOTTOM VERTICAL SUPPORT CABLE CONNECTION TO INCLUDE A TURNBUCKLE FOR ADJUSTMENT. Q5 BALL CONTROL NET ASSEMBLY BOTTOM EDGE CONNECT]IT TO BE VA NYLON ZIP PE 12"-15" O.C. DIRECTLY TO CHAIN UNK FABRIC BELOW THE TOP RAX. CLF FABRIC TO BE INSTALLED ON THE FIELD SIDE OF THE FRAMEWORK. BALL CONTROL NET TO BE SECURED TO THE FIELD SIDE OF THE FINISHED CHAIN UNK FENCE ASSEMBLY BELOW THE TOP RAIL © MAIN VERTICAL SUPPORT CABLE CONNECT1014 TO POLE AT 12' — 15' O.C.. MATCH TOP TAB OR FLANGE A FENCING AND NETTING DETAIL NOT TO SCALE NET SUPPORT CABLE DETAIL TOP CORNER CABLE R RIGGING NOT TO SCALE DO E 2 TOP EDGE SUPPORT NOT TO SCALE 3 VERTICAL EDGE SUPPORT NOT TO SCALE HARDWARE NOTES: A VERTICAL CABLE RIGGING NOT TO SCALE U EYE BOLT LOCATED NEAR TOP OF POLE ASSEMBLY. PLACEMENT TO ACCOUNT FOR POTENTIAL Of UP TO 18" OF SAG IN THE TOP SUPPORT CABLE AT 701TBF TENSION WITH THE NETTING IN PLACE. © GALVANIZED OR STAINLESS STEEL THREADED VASTER UNK CARABINER OR APPROVED EQUAL, 1/2" x1-1.5" PROVIDE HORIZONTAL HARDWARE WITH APPROVED BLACK FINISH. © GALVANIZED STEEL THIMBLE SIZED FOR THE SPECIFIED %RE ROPE; USE AT ALL CABLE TERMINATIONS. QD GALVANIZED STEEL WIRE ROPE. 5/16'0. ED WIRE ROPE CONNECTOR. U—BOLT TYPE. MIN. TWO PER CONNECTION OR AS NEEDED. FO VINYL TAPE TRIPLE WRAP ALL CUT WRE ENDS. Q PRE —FABRICATED BALL CONTROL NET ASSEMBLY TO BE PROVIDED WITH A CONTINUOUS 5/8 "4 NYLON ROPE BORDER. QH BLACK VINYL OR POLYESTER SNAP —CUP FOR VERTICAL CABLE —TO —ROPE CONNECTIONS ONLY Q GALVANIZED OR STAINLESS STEEL TURNBUCKLE, 1/2 ' x 12". FULL EYE /4' BOLT POST EDMONDS Is SCH®L D I S T fit" I FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS HOGAN PERMIT SET DATE u-12.. SCALE NTS —MIN C— CHECKED RSH FENCING DETAILS SHEET F-2.5 NOT TO SCALE BEGIN 10' FENCING WITH 20. NEf7ING BEGIN BACKSTOP END OF 10' FENCING WITH 20' NETTING 10' FENCING WITH 20' NETTING 90' 20' F-2A eI S TE 90' SWING CATS SSI S 1L SWING GATE 3 F-2.4 HOME BEGIN 10' FENCING BEGIN PLATE 20' NETTING END BEGIN 10' FENCING WITH 20. NETTING END OF CONCRETE DUGOUT CONCRETE DUGOUT OF 8' FENCING 8' FENCING WITH 15' NETTING 4' SINGLE 3 SWING GATE 8' FENCING (TYP.) B.FENCING WITH 15' NETTING 66, / PLAN VIEW 8' FENCING (iYPJ NOTE ® OEV 30' HT BACKSTOP 20' NETTING OVER 10' CHNNLIN� F-2.5 B B B A A A 9 GAUGE D B NETTING 8. © 1 15' VETTING OVER 8' CRAINUNK F-2.5 C C () OD 8' CLWNLINK� G-24 0 10' CHAINLINK F-2.4 SINGLE SWING F-24 GATE FM 9 GAUGE GAUGE mm UNFOLDED VIEW STOP e6 GAUGE9 GAUGE BOARDS F-2.6 BACKSTOP & WINGFENCING NOT TO SCALE 3/8X6' GA-V. CARRIAGE BOLTS. 2 BOLTS PER BOARD 0 ENDS AND CENTER POST. PEEN 80LT ENDS TO PREVENT REMOVAL LINE POST TREATED AND VINYL CLAD 1' PAD TL STOP BOARDS, SI ATTACH TO STOP WELD ANGLE IRON TO POST. GRIND ALL WELDS SMOOTH. PAINT WRU 2 COATS GALVACON OR EQUAL (TYP) 3fi' 36' I .. I FOOTING DEPTH ---�-24 I (SEE SCHEDULE) f —'f- 24' CONCRETE CONCRETE CURBING (TIP) CURBING (TYP) REAR ELEVATION 2X10 PRESSURE 2X10 PRESSURE TREATED TREATED DOUGLAS FIR DOUGLAS FIR S4S. 14S: INSTALL BOARDS BUTTED TOGETHER WITHOUT CAPS. INSTALL BOARDS BUTTED WITHOUT GAPS. WELD POST WELD [TOGETHER ARGUE 4' POST 4' POST GALV STOPBOAR[ NOT TO SCALE CONCRETE CURB (TFRONT ELEVATION ACO ANGLE IRON TO GRIND ALL S SMOOTH. PAINT MHE WITH 2 COATS N OR EQUAL. 6' GA V. IAGE BOLTS. LTS PER BOARD AND CENTER PEEN BOLT TO PREVENT OVAL DEPTH D ANTHER EDULE) POST DA. VARIES 3/8' X 6- GALV- CARRIAGE BOLTS (6) PXIO BOARDS TUCK BACKSTOP FENCE PRESSURE TREATED AND STNNED. INSTALL BOARDS BUTTED TOGETHER WITHOUT FABRIC BETWEEN MIDDLE RAIL @ STOP BOARD (2- MIN.) GAPS INSTALL 2' PAD TO COVER STOP BOARDS. SECURELY ATTACH TO STOP BOARDS CLEAR \ \\ PERVIOUS 2' CONCRETE PAVING PAVING BASE AGGREGATE CONCRETE CURB OR FOO�ING EPTH ' ELEVATED CONCRETE CURB � III= 5 • 4' MIN. I� f�I ( CONCRETE ii FOOTING / 2 \ BACKSTOP WITH STOPBOARDS F-2.6 NOT TO SCALE EDMONDS Is SCHOOL DISTRICT FORMER WOODWAY HIGH SCHOOL FIELD IMPROVEMENTS iji/ 111 IfiIIIJJJA H OGAN � P U•� gMWW vo MAs PFRMIT SIFT DATE 11-12-14 SCALE MS DRAWN CPW CHECKED RSN —Oc- BACKSTOP DETAILS SHEET F-2.6