|
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 �
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<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 ,�.
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<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
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<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 � ° ' . . . .
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<br /> 12 MIN. , �\ ,�`. � � �_ � �
<br /> �I ��/ �/`/ I I I—
<br /> �``/�=' ---� � //' � CO M PACTED �n
<br /> SECTION `� '�` ~`` \,� PLAN VIEW � � �/
<br /> �, �/ �/ � ( I I 5UBGRADE
<br /> � �/ �/ ��
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<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
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<br /> CPEP ,�'�/ ,�`�� .�� �� �� �� �� ��/ �� ��� ��/ �� �� �\ ��/� POLYETHYLENE - Suite42o
<br /> t �� �j�j�j/�j/�j/�/ /�j/ ;/��/ /�j�j�j�/ ' DRAIN TUBING ; � £ . � .a � - � Scattic,tl�'A98104
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<br /> � �► NAIL 2X4 RECYCLED PLASTIC TIMBER � � � /' ` � �/ � ��� ���� ,�I �� ` 4r ' �� �, -''��� ��''� ��' � ' 4 3 3 4 �=� � �=I � I=
<br /> IN-FILLED � _ ,
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<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. .°
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<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�
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<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
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<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�'
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<br /> � .Q q- .a ti .a - .a - .Q - � � FIN�sHED PERMIT RE-SUBMITfAL
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<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 •
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<br /> � y p v o CARS�N PER THE DRAWINGS �R
<br /> a�., o o' o 0 0' o 0 0' o �� �
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<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 �
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<br /> ' �o' a , q�' o . - ' TEE WYE 45'
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<br /> 1 F E M A L E A C M E x M I P T PVC 5 MIN. 6 DEPTH 5/8
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<br /> t,�,��j��j��jj�� —COMPACTED BEDDING MATERIAL � MAINLINE (TYP.) 5
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<br /> � s�O�TSFIELD SPECIaLTIES TuRFCooL oR
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<br /> � F-2.2 NOT TQ SCALE F_2,2 NOT T� SCALE F-2.2 NOT TO SCALE
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