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REVISION DATE <br /> 3' MAX TD UMIT � PERMEABLE AGGREGATE PERMEABLE AGGREGATE NOTE: <br /> PERMEABLE F1ELD MATERIAL ENGINEER/ CONTRACTOR TO CONFIRM <br /> '-'� -� CONDITION OF EXISTING PERFORATED DRAIN <br /> � � �J { 1�---� �� `� � � �../ ��j }(���v �� �, PIPE ANQ PEA GRAVEL. REPLACE AS NEEDED. <br /> � --1 � `--J a � � � �.✓ �� _� � ��-� �--� � SEE REHABILITATION NOTE BELOW <br /> , � � a�`-�--_ ���-� � �--�� <br /> , C�� - � � - - FIELD SUBGRADE �� r� �` C � � � FIELD SUBGRADE <br /> � � �Q � <br /> � <br /> — �� � �-�.���--� �����-- �L�� ��� ��. ��7r-- --- �n - ^��L <br /> � n a b a � � � � � � � a o � � n a � „ �) I ��_---I I ( ____ ._-I � I- � o � o � o C7 n � � C� p � o �] a � � n EXISTING PEA GRAVEL �R NEW PEA GRAVEL <br /> —I I ( I I I I I � o � b v a � � " - 4 PERFORATED - - - - -�— BACKFlLL (SEE REHABILITATION NOTE) <br /> o � Q � b ° Q � b � Q � CORRUGATED I I I I � I I I � � � � � � Q � D � 4 � D � � � � � � � � FR�M CITY WA`C�R <br /> II I I ( I I I I , � � " POLYETHYLENE LATERAL � �7 ' � ' '� " '� � ' DOMESTIC MEfER-�.., IR�IGA1'ION ME:TER <br /> —I I I I I DRAIN TUBING � I I I __.__ _.: � C�AIN LiNK FENC� <br /> a � - - �I I - - I II � � �� M . <br /> I11 p - ! � <br /> SNAP CAP ALL n I . . <br /> I I� o . <br /> ENDS OF LATERAL � � ---- , . . DRAIN �'� f� M� N ��D ,�. <br /> . , . � I 1�I ( I � ��'e ° � c�'�, � b c�'b ' Q c�� g o c�"n b o v'b � � c� b m o ,�'b ��o EXlS�'ING P�F�F�RA <br /> TUBING — I v 0 u e o C� r� d o � u d c� � o d c� a u --- - o c�' � o �' y o�' � o c�' o 0 0' b �s c�' a � I <br /> ' c� ❑ �Q • c� u �Q ' c2 e� �� • c� o �Q • c2 u • a +��t ��r b �e7 • � m �� •a b �e� •a a �� �a m ���� � �t�s aa�Q <br /> Q O ° (7 ° t7 ° O ° �7 M <br /> — � " � ° � � � ° Q n o'4 �° �.4 �� �4 � a q � �.q � �' p.4 �a �.?� � �,� � . <br /> '� �, ��� � �, 3-0 a �, b �'� �', °'D � � ��6 �, b a'n c� , ffi"� � , �'o REHABILITATION NOTE �USE AS NEEDED�: <br /> _�./ c <br /> PEA GRAVEL _ � � � `� � r � EXISTING--� � a ��� � ��� b .- � �� s A �� � ��� 8 � �� D � �� n 9� HAND EXCAVATE EXISTING PEA GRAVEL �.°' p�C-�-��� pC _ <br /> I I I I I I ( I I I ( I I I I I ( �'� ���VEL � J DOWN TO SPftINGLINE MID-LINE) OF LATERAL � ��Y <br /> 70 REMAIN I � (�i I I _____I � � _---- '� I I�„I � �----___--� ( !__.--__I � � � » � ,� 1RaN PIP� OUTF�I�LD NALL � <br /> � � i I I I I I I I I I ( ( � (6 MIN.) AND BACKFILL WITH 1/4 X 1/8 � �pUgLF {,� �� <br /> _. <br /> � � � ---- I I I- - _ -I I I�` "�"I I I�`�"� � I. -- .I ( I.- -._� � �� WASHED PEA GRAVEL, ANTICIPATE 10 LF IN 10 � �U GV CHECK ���� � <br /> I I I LOCATIONS (SEE DRAINAGE PLAN). VALVE <br /> 3" MIN. PERMEABLE � ,j ���° � <br /> STRUCTURAL SOIL COMPACTED SUBGRADE GOMPACTED SUBGRADE <br /> BEARING FABRIC �l" GAT� vALvc 2 PVC 3�� �� - _ _. . <br /> �� ...�.::.. <br /> GATE VALVE $ <br /> NEW MIANLINE F-2•2 <br /> t� INFIELD � OUTFIELD TO FIELD <br /> 1 SUBSURFACE DRAINA�E LATERAL 6 P41NT OF C�NNECTION SCHEMATIC <br /> F-2.2 NOT TO scA�E EVERETT <br /> F-2.2 NOT TO SCALE <br /> M EM � RIAL <br /> ��� CPEP coLLECTOR � STA D I U M . <br /> F_2,� INSTALL ALUMWUM /WOOD LID <br /> 4" CORR, PERF. POLY. WffH MATCHING SYNTHE7IC TURF BAS E BA L L F I E L D <br /> INFILLED SYNTHETIC <br /> 4" PERFORATED C O R R. P O L Y T U B I N G L A T E R A L D R A I N T U B I N G T U R F V I N Y L C O P I N G <br /> CORRUGATED POLYEfHYLENE 15�� R E P L A C E M E N T <br /> q � o .. oa u a v LATERAL DRAIN TUBING VARIES IN LENGTH <br /> SNAP CAP o o � p o o ' o �c�� � 6 �c�o u o ti. „ �� „ » <br /> • • • • 8 X 8 X 4 FINISH <br /> ALL ENDS OF p 0 Q D D O � D 0 Q p D � � Q D � Q ` p b 0 Q• t' O D � ` D b O � D p v <br /> LATERAL TUBWG a Q �' � b p � c� a n o� • Q o� a � o d „ �N�SERT TEE •. _ . :, _ , <br /> 8x$x4 TEE � ' .;� ;; '�ti r� GRADE <br /> o ° o Q • o • . � o • . � o . p o • :: - _ - :; <br /> • ,� - - - ,a - ,v - �• :6 0 0. p. D .p. <br /> PEA GRAVEL � 8 � ° o'� ° ac' � n � b � ° ' . . . . <br /> 0 �7' u � oG � n �7 u o oC� � � <br /> • � c Q Q• L' c ' Q D c , � f' Q• � A I I I I I I <br /> � Q �Q ' lI O Q ' Q . O �Q ' lI t] QQ ' Q A �Q ' Q . D �Q ' ❑ <br /> .� .t /� <br /> _ ���.�� - �- � � . <br /> . r� ��. I I I I I I I / � __ <br /> , 2" MIN. � � I �/�/ / Q �/ � <br /> 3 MIN = » -I I �/ \�. �,�j I I I I I I <br /> 12 MIN. , �\ ,�`. � � �_ � � <br /> �I ��/ �/`/ I I I— <br /> �``/�=' ---� � //' � CO M PACTED �n <br /> SECTION `� '�` ~`` \,� PLAN VIEW � � �/ <br /> �, �/ �/ � ( I I 5UBGRADE <br /> � �/ �/ �� <br /> . ., . <br /> ���\�j� I 4'� CORR. PERF. POLY. 24» � AR N 1419 1 <br /> �,`ti, `� � ( » �UMBO VALVE BOX <br /> NATIVE BACKFILL - 8 CPEP COLLECTOR LATERAL DRAIN TUBING � � <br /> I I I I FOR WVERT ELEVATIONS � � OR EQUAL H O �A N <br /> � <br /> _I _ SEE DRAINAGE SHEET 119 lst Avenue South,sU�te uo p.206.285.0460 � <br /> I I I I I I I I— SIZE PER P�N <br /> —� I � I I I Seattle,Washington 98104 f.206.285.0480 <br /> 2 SUBSURFACE DRAINAGE SIDE INLET CONNECTION —I I � � <br /> sRAss <br /> NOT TO SCALE - <br /> F-2.2 �-> `-� "!�ot�o/�- ���va uv{��oc.��n�p Q�U�`�C>o vo��oU«uQ��� � <br /> PERMEABLE �/��C� C��vC-��C�na�Q�?�0�tJO�QO� a�QQC)���C���C�� Du APPROVED <br /> AGGREGATE Q ����o�o o��c��oQoo�,Qao��, C�o �o�aoo oo�j�°OO� FIELD SUBGRADE 2 O <br /> BACKFlLL, TYP. � �°�� ���C���pQ��o q�'�avD �0�����a�(�(7��OQ� __ MAINLINE (TYP.) 2 PVC OUT <br /> ���� �/ �� �/ �� �/ �/ �/ jl � �/ �/ �/ �� �/ A <br /> EXISTING 8" ,�/\I� �� /� // l�,/' ,�j ,/��'' //� /�' ,�j/ // /�j\�j j g" CORRUGATED � � , }` � , � � �'��. ytllVcstcmAvc <br /> CPEP ,�'�/ ,�`�� .�� �� �� �� �� ��/ �� ��� ��/ �� �� �\ ��/� POLYETHYLENE - Suite42o <br /> t �� �j�j�j/�j/�j/�/ /�j/ ;/��/ /�j�j�j�/ ' DRAIN TUBING ; � £ . � .a � - � Scattic,tl�'A98104 <br /> �� �� �f �j /�/ /� /� /��/ / �/ �/ � , ;�I:) � �==1 p.?06,7?a.l?ll <br /> , ��.,��\ ''`�,�� �� �� ``�� �� ��,��, ,�.,�FLOW��'��/��''�/��.,/�'� ' ; j � � ;I I=I I �= i:206.97�.�344 <br /> � �► NAIL 2X4 RECYCLED PLASTIC TIMBER � � � /' ` � �/ � ��� ���� ,�I �� ` 4r ' �� �, -''��� ��''� ��' � ' 4 3 3 4 �=� � �=I � I= <br /> IN-FILLED � _ , <br /> • • ��ti�'�v.l en inezrin com <br /> � � � � s� , , , engineering pllc � a �. <br /> SYNTHEfiC ` TO 4x4 TO SUPPORT COVER �" <br /> � � �— o <br /> TURF SYSTEM ���� �� �� � � i ,i � ��I I ��i��A <br /> WATER TIGHT PLUG i� �;� `� � � �i , �. , ��� 4, A �� a'��' ' a. .° <br /> . � � � � � _ 4�. 19 �` _ '� :a ' ' � y ' : � ;�. p. ' • ' � • - <br /> . �"� <br /> � - . .•. <br /> �` '�..� a 4 • • d <br /> � , . , � d <br /> ° � i#��`�� fi i � r i DESIGNED INVERT °, -d a,: ' . . °• � . , a .: ° <br /> � � - EXISTING � i�,��� � I � � s i �o. - .n- 'Q: ' = �q . .. � ; • <br /> 4x4 �ECYc�o Atiow PIPE � � r3 � � � , � _Z � � - � . - . . -n � a. <br /> - ---- r,, .� <br /> PtASTIC TIMBER �1 � ���`� �� �` x}�`���- ,� ��� i ��� " �� �;�' `� �. > >� PRECAST �i i��i�i i��i�i��,11,L� I 1— ._ <br /> ADEQUATE BQND TURF TO PLYWOOD BEDDING TO � � � _ � .:,. .rF �, � � 2 BEDDING � � <br /> CLEARANCE WITH SPEC. ADHESIVE. REMAIN �� �.�-�. ��_ ���_��_�'� - �� ����������'•� �- --," , � �--^--J �/� - — - <br /> `��- '� �� �i �,. ��..,. �z���,�,�,'`�;���_.�.�/�.�/.7 , � > >�/���/ti� � -- C 0 N C R ETE I I —I I I=) I I.�F� � - <br /> .�.��� � ��� �_� � � f � 1� �� / BRICK I� I I=! I I , � F W A S <br /> �s�� x #5 BAR I I I I I I I I I I I I I ( I I I ( I ( I f ��- ��� �•�o< ti� <br /> -111-1 I i-- � o y, <br /> 12 O.C. PROVIDE MIN. 4" X 4" SQUARE OF I- � NOTES: � � Q � <br /> (MIN. 2 PER 4x4) TURF (C�LOR OTHER THAN GREEN) I I I I I ( I I I I I I I II I ( I , I I 1Q BRASS BALL VALVE, THREADED O SCHEDULE 80- PVC BUSHING, SxT � c�� 1%� � <br /> INFILLED SYNTHEfIC TO IDENTIFY TURF COVER LOCATION � SECURE EACH END OF THE CONNECTION INLET/OUTLET, SIZED PER THE DRAWINGS � - Z <br /> . � 1 1 1 I I 1 1 I I I I I 1 I I 1 1 I I I I I I I I I 1 I 1 I I I I I I I 1 1 1 I I • • . <br /> TURF SYSTEM 3/4'� THICK MARINE GRADE WITH APPROVED 2" PE/CLOTH (DUCT) OR ASSOCIATED INLET-SIDE PIPE 5� CLEAN PEA GRAVEL 4'�-6" DEPTH <br /> � PLYWOOD (2 PIECES) FIELD LQCATE EXISTING SUBSURFACE TAPE; MIN. 2 FULL WRAPS � <br /> F-2.1 DRAINAGE COLLECTOR FOR INSPECTION I �2 BRASS UNION �6 SPORTSFlELD SPECIALTIES TURFCOOL OR r �` <br /> 'r•. PRIOR TO RE-CONNECTING - APPROVED EQUAL VALVE BOX WITH y �o �o� � <br /> � (SEE DRAINAGE PLAN FOR LOCATIONS) I �3 BRASS NIPPLE REMOVABLE LID. (NSTALL ON TOP OF �s 69�EXP.1o12�` �� <br /> � � � <br /> CARSC3N JUMB� BOX FOR DEPTH Cq p E A RG� <br /> . a n . ° �.°-.a �D :p :°' II � a:.q °�'o-..a�;�.° a . °-.�,�o o:� °�.Q.n. a. a �Q A�. .. 1 - .�:�. d� n� ° .�;:ti��� ° :�,:��:�� .°'��,:o�:-� ����; p � 4 S U B S U R F A C E D R A I N A G E C O L L E C T O R C O U P L I N G D E T A I L 7 B A L L V A L V E & B O X - <br /> O O O O O O � O O n � �} O NOT T� SCALE <br /> Cj� �C�� �Q� oOQ 04� �CJ � qC�� �JC-'j� UC�� F-2.2 F-2.2 NOT TO SCALE <br /> �o�oao�000 �ao Qao aoo 0 0 �o� aao oaa <br /> � o �� o �i� o��� o��� o�n� q o .� o��� oa�� o��� o� <br /> , <br /> APPROVED WATER TIGHT PLUG (TYP) F-2•1 <br /> �'��--APPROVED WATERTIGHT <br /> CONNECTION INFILLED SYNTHETIC TURF <br /> COMPACTED SELECT � APPROVED <br /> D N , n'p A 8 � o ., BACKFILL MATERIAL �5�� PUBL1 W aKS DE€� RT �N�' <br /> a o Q O o o �1 0 e o D G � <br /> •a opCa •a oQ •o 0�0 �a � � • � P � . . <br /> 0 0"" '° �Y.�i�,._ �1 � � <br /> � , , p p , � o , p , a.o p o n.d p , � , t . FINISH � =K',�� <br /> .4 - .a .4 - - - <br /> w a A', o 0 0' a o� a o� __ �.� �� GRADE 7��i` _` <br /> DAT� <br /> 'n , �o , �o , CfTY OF EVERETT REVIENJED�OR PERt�AIT <br /> •U a GO '0 o GO � .' ,�;` '� �•S: <br /> '�,' .�, . <br /> � o p q O o d� o tl C . . � ' ` � <br /> ' o p0 '0 o a0 •O n p0 C� o •_CJ � �_C7 . <br /> ' o . ' Q v . Q o . A q � q � -�. . . � O r .p. ..O• r 6 <br /> a p °�po /�� �\ <br /> �R��NR6�8Y• <br /> o�n o a „ �'a w o��'`� 7 o c Q o C C� �/ L] b C7 Q Ll r�u �/ J -L? p � 0 U p d <br /> L L/ <br /> . c o�� 000�r .. oo' o oP aooQ� •anOp .aoOc <br /> � , •° ° oa •° °�o •° �"o .° °oa •° °oo •° _ ° ' '.". �.� O LANDSCAPE LOCKING "lEE" COVER, GREEN, <br /> . � � • . p � • � � � • . p � • . n � • . , . a � '�, 9 � ` LABELED "IRRIGATION" <br /> � .Q q- .a ti .a - .a - .Q - � � FIN�sHED PERMIT RE-SUBMITfAL <br /> � � �� � �� GRADE �2�� <br /> � w � � ' � n ' � .o ° � �.n ° p u n ' Q •a o ao �a a pa •o � 4rJ� ELsow //—� <br /> � o� n o p o o O� n o 0 e o p o . . <br /> n '7 '4 o a0 •Q n p� 'd o a0 •d o p0 •0 • .`� o . p o ._�, � � � � / � <br /> - .O - .d <br /> i . Q v p..�y o . p o . � v � Y.-f" ° ° p o '•° O o ° ° \,% <br /> �Cj b � �j o n o �'o a o �p'e o p o rJ o �C /� � NOTES: <br /> N � n a Q n u a� a .. n�• O .O o�p •Q o�O . �' �% DATE 9-15-17 <br /> O O 1 BRASS GATE VALVE, <br /> . �' o • . a o � � _ O <br /> 1 • - .o - - .a <br /> � �-'n°o a�,"o �2'(� THREADED 5CAL.E NTS • <br /> 4� � INLET/OUTLET, SIZED <br /> � y p v o CARS�N PER THE DRAWINGS �R <br /> a�., o o' o 0 0' o 0 0' o �� � <br /> 0 oUo .o o�o .a o�� .a bPo . . CPEP - 3 <br /> .� <br /> " p. °.4 '-Q. �.; '-o- �.a '-p- °.o '-p- °., • _ . PRECAST � 6 ti 1419-12 ASSOCIATED INLET-SIDE DRAWN DMD <br /> 3 � � o , y o n , a o o , � d n o � � o , � o 0 o w �"�- <br /> o a o' o p a o' p o a o' o 0 0 0. p o Q o' p > a o' o o Q Q' I CONCRETE JUMBO PIPE/HAND WHEEL <br /> '�, a •a a p0 •Q a�o .o o�o �a a�o •Q ��a •o 0 0� BRICK VALVE BOX <br /> O BRASS UNION CHECKED EJG <br /> � -� o ' • � ° ' •-p o ' � o ' p ° ' •-� o ' — _ , p � � . � � otl � OR EQUAL � <br /> a � � I �" p a � 7 V <br /> .o .o ,o .o .a N � <br /> U o'o � �.0 40 0 � o o � a.o `a P ) c+ C4PYRIGHT O 2017 D.A.HOGAN&ASSOCIATES <br /> ' �o' a , q�' o . - ' TEE WYE 45' <br /> � _�..-- PLUG AND BLOCK WITH ENDCAP - o ° � �-C � , o o U3 BRASS NIPPLE <br /> � OR CONTINUE PIPE - • ° ' � . ° ° <br /> a >opo � . . I � I .I I � �- ' d,'a . � ' p � � ,'4 •<•� : 'dd. • . O � <br /> 4. 'a <br /> °' SGHEDULE 40 PVC <br /> � .� n 1 SCH 40 STftEET I ' . . a. • a• •'� d O r4 a: . . <br /> ; .a o p.o o — I �° a� Q � � 4. - .� . ��• BUSHING, SxT F I E L D D RA I <br /> � � � � � N AG E <br /> 1 F E M A L E A C M E x M I P T PVC 5 MIN. 6 DEPTH 5/8 <br /> � o 0 o C E M E N T T R E A T E[? S U B G R A D E � '4. • Q � .,. • a - <br /> „ <br /> O Q o Q 'Q � / " q• � Q ,�'d [L <br /> /1 �/ <br /> O � <br /> � � a �o o' a �a o a � '.Q. Q '_o f,��,/ 1" S W I N G A R M W I T H 1 2" L A Y L E N G T H N O T E S: �' ' ° ���� � . o • �' 20 � Q O U T O W A S H E D P E A G R A V E L <br /> 0 J b D� O� � �Q b {� d 6 Q Q i n p � o n a \ //�// � f1 � �i f / ' <br /> ` � �a �po •e aoa •o o� �, • p ° ' -p ° ' _Q' e o• p : � �: � .�:� � � .� � . � WASHWATER <br /> . o • . o • . B 8 MIN . . .a ��.,/`�� `�� � 1� BRASS QUICK COUPLING VALVE �€ _ <br /> � p ,o -p .n •Q- ' °'ca " ° o " ' ' �� / / / / � � � <br /> L �,�-o e � o-� . � ��- � . �:i�%��i����,��'�; � � � �- � � � . �: � : � D ETA I LS <br /> o � �/ � �. �/. .i. �, �/ �` / �ti ,�/ �j �� � / ���`ti,_/`,,��j�`\/�,,�'�j'�'�j'� 2� RUBBER CAP ,a a b c� r d o , d d <br /> 3 '',.�, �� �/`��,�`���'\�/�`��,��/�`���`��/�`�,�����������������,�`.���',���`\���.,�,�`�,,`����.�'\�����'`���`,���� : „ SCH 40 PVC MAINLINE a I I (¢�(A��p b 4 ^� p ��p� �a�+'� 3_,•4 � o a� <br /> � �r��'��������������i�������ff��'��������,��%���%���%�'��%%'�%���%��f%�/'��%���%�,��%��/i`,\�/��.•�/�;�.�/��f/���/��� 1 FEMALE AC M E x MALE ACM E 90 O GALVAN IZED N I P PLE � , �� o v . � , . o d �,- a � p 4 �. <br /> � `��,��.,t����,����`��,�'`����\����1` � �3 1" M I P T x M A L.E A G M E I N L E T 4 S T A I N L E S S S T E E L C L A M P J � Q@ �tl� � �' '� p S H E E T <br /> t,�,��j��j��jj�� —COMPACTED BEDDING MATERIAL � MAINLINE (TYP.) 5 <br /> o �� /,��/\/.� (�EA �RAVE�) BULLPENS GEOTEXTILE EXCAVATION LINE <br /> � s�O�TSFIELD SPECIaLTIES TuRFCooL oR <br /> � A('PROVED EQUAL VALVE BOX WITH � � . � <br /> � 3 CLEANOUT 5 QUICK CC�UPLING VALVE & BQXES �EMOVABLE LID g GATE VALVE & BOX � <br /> � <br /> N <br /> � F-2.2 NOT TQ SCALE F_2,2 NOT T� SCALE F-2.2 NOT TO SCALE <br /> � <br /> � <br /> � <br />