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18" MAX TO
<br /> UMIT OF PERMEABLE REVISI�N DATE
<br /> AGGREGATE PERMEABLE
<br /> AGG R EGATE
<br /> �vu�j0�' c� ,� � - � �� � v �v G
<br /> o� D v�l (�o v� o(J Da� �v �� lJo o`�
<br /> ���Oo o�d�� ����0� o ac.���o l ��C�� _ � FIELD SUBGRADE
<br /> O �o � �
<br /> �,.(ln�,_ i �
<br /> 5
<br /> . F_2 2 SYNTHETIC IURF COVER —� I � � I I � I I I I I I I I I I � I I _I I I I �
<br /> SNAP CAP ALL IMPERVIOUS 12" AdvanEDGE �
<br /> � EVERETT
<br /> INFlLLED ` ENDS OF IATERAL GEO-TEXTILE COMPACTED PIPE FIAT (TYP) /
<br /> � SYNTHEf1C TURF TUBING LJNER, SUBGRADE �/
<br /> F_2,� CONTINUOUS
<br /> � PUBL
<br /> ,n_ o .�. a ' . � ,��_ d .�_ _Q � 3 SUBSURFACE DRAINAGE LATERAL �
<br /> , . :
<br /> . , s� Noo �s
<br /> �OO D D O� F_2.2 NOT TO SCALE
<br /> � ao �. _ °�� ,2�� AdvanEDGE
<br /> �OQ OO� SNAP CAP PIPE FLAT (TYP)
<br /> O O r� ALL ENDS OF
<br /> , �O � �
<br /> ,--� __ LATERAL TUBING „ � , .. „� - e o� • e o, • ^o'. � , o. .. ._ „ _
<br /> 2-6" RISER RINGS ° Q " SLOPE TO DRAIN �ao� �pa� ���� CAS CA D E
<br /> LOCKING CAST IRON FRAME MIN, 12" (TYP.) PERMEABLE p� d `�
<br /> . n o • o - • n e • • n � ' • � � ' • � ' '
<br /> & GRATE (18 X 24 ) ADJUST RISERS AS AGGREGATE - � e
<br /> . " REQUIRED 24" MAX. _ H I G H SC H 00 L
<br /> COMPACTED I I I � '
<br /> a = a . . . . ' � � a �. SUBGRADE ��" MAX. '
<br /> „ _ . _ a . : a - . a . _ � ._ op; , SYNTHETIC TUR
<br /> s � a . . a . _o, e , PLAN APPROVED
<br /> - � � � - � � � � � - - ��a �Ro� ��o ; �q� F I E L D
<br /> a STRUCTURAL SOIL BEARING FABRIC
<br /> I � � � EXTENDED TO COLLECTOR PIPE �- � P cEs D E
<br /> o" o"
<br /> , � BACKFILL AND OVERLAP PERMEABLE �� ' � �
<br /> 54.00 ° a �� STRUCTURAL FABRIC A MINIMUM 6" DEPTH �' �° ' A eaosion pUBLICWORKS
<br /> , a ' v_ o_ " DEAARTMENT
<br /> . ° � • �° ' WATER
<br /> . - c � n s o a • o O
<br /> - PRECASE BARREL '° o p0'� � •° o A P�B�c w�r�,� PERMiT �s
<br /> o , e'�, , o � REQUIRED PStIOR 70 STAR'RNG
<br /> x ' ' C SEWER ANY LCNSTRUCt-iON ON THIS
<br /> SECTION AS APPROVED CPEP PERFORAIGD CO� . rCTOR. PRO7ER. APPROYrL FOR TNIS
<br /> a PEA GRAVEL FOR PIPE SIZE AND (NVERT
<br /> 12» SECTION pROJECT IS CONDiTIONAL PER
<br /> � ELEVATIONS SEE DRAINAGE SHEET TRAFFIC CURRENT "TANO RD5 AND
<br /> � RUNGS TO BE PROVIDED EXFIRES -�"�i .–ZA�BuN�ss
<br /> � �NP� - IN ACCORDANCE WITH CIT1f ENGINEER P�RMi7 FOR CONSTRUCTION HtiS
<br /> . a � 4 SUBSURFACE DRAINAGE SIDE INLET FLAT BEENISSUED. �
<br /> ROUND PRECAST � • � - A.P.W.A. STD. N0. 41 ,
<br /> CATCH BASIN a NOT TO SCALE
<br /> WSDOT TYPE 2 54"� V • a �-�'� ,�
<br /> � � • GASKET 1" NYLON OVER STRAPS
<br /> (T Y P.) P R O V I D E M I N. 4" X 4" S Q U A R E 2 FACH CONTINOUS BENEA SEE SECTION A-A �-
<br /> a BOND TURF TO PLYWOOD pF TURF (COLOR OTHER THAN L1D, TRIM TO FlBER HEIGHT
<br /> a � WITH SPEC. ADHESNE.
<br /> ��� � IN-FlLLED SYNTHETIC GREEN) TO IDENTIFY TURF H � G A N
<br /> - T1JRF SYSTEM COVER LOCATION 1 X�" ANGLE IRON OR IL
<br /> WOOD TIMBER �� ��2� �II� ��2n
<br /> a
<br /> BASE SECTION � � TO SUPPORT CO V E R. 119 lst Avenue South,s�ice��o p.206.285.
<br /> Seattle,Washington 98304 f.206.285.0480
<br /> I N-FILLED
<br /> a � . �` SYNTHETIC TURF
<br /> - 24" 13 4" THICK MARINE GRADE PLYWOOD (2 PIECES) SYSTEM
<br /> � FOR INVERT LOCATIONS �
<br /> -I I ��N SEE DRAINAGE SHEET F-1.3 •
<br /> . . . 6" CONCRETE COLLAR n O � , 1
<br /> , - . a � . � `� � - � ADJUST AS NEEDED f � �'� A�' �
<br /> _—� I I a a - Q �o � I.�1�� w,ts�;,���sr
<br /> � I I I—I I �_ � � SOL1D CATCH BASIN UD � O � �-. � ;q�y `; �� �;
<br /> —� � �—��� _ . . . . . - . p � . . : . . � ,,�
<br /> -I I I—I I I—I I � . . . . ° - . . . , �_ . a . _
<br /> a 4 C � :!�' ` �
<br /> a . PERMEABLE AGGREGATE � P- CONCREfE ♦ ,p ,�sas�s ,c�, •
<br /> I— — 4 � a � � � a A L A , . CATCH BASIN �4��;` �rs�° ��`�'♦
<br /> —I I I—I I I 6" G R A V E L .� S T A I N L E S S S T E E L/G A L V I N I Z E D � � W A�-�- � s Sj�NAL E�� �
<br /> -III—III—Ivvvovvvvvvvvvvvvvvvvvvvvvvvvv NO D� SCR�►S4 �CH . -
<br /> � II—I � I—I � I vvvvv0000vvovvvvvvvvvv000vovvov DIMENSIONS FOR TFIE ANGLE IRON � - • � ► � � �
<br /> , ,_ 0 0 0 v v � � 0 v 0 � v v � 0 0 v � 0 v v v 0 0 0 v v v 0
<br /> I I I -I I I — — TURF COVER WII.� BE 6" � . SOL1D OR PRESSURE TREATED
<br /> —� � � I I I_I I I—I ( I I I � WIDER THEN THE EXISTING � � � G�TED 4x4 SPaCER To
<br /> CATCH BASIN LID. COVER PROVIDE ADDITIONAL
<br /> SUPPORT
<br /> 1 TYPE 2 CATCH BASIN 5 CATCH BASIN TURF COVER CATCH BASIN
<br /> F_2.2 NOT TO SCALE F_2,2 NOT TO SCALE ..
<br /> t 5
<br /> SYNTHEfIC TURF
<br /> COVER F-2.2
<br /> , - t� .5-
<br /> CUT HOLES IN TURF TO � � � �
<br /> . � a � � �
<br /> CLEAR FASTENING SCREWS
<br /> INSTALL NON-ADHESIVE PAD � -� O O O�
<br /> PLUG WITH CONTRASTING } � � Q o . Q o C
<br /> S DE OF TURF INTO HOLES � � - � �
<br /> EAST JORDAN IRON WORKS � � O 0� �
<br /> � � � o � - o,�Qn�
<br /> ' LOCKING RING AND COVER �
<br /> � oa � a o
<br /> (OR APPROVED EQUAL) OO� ,ADJUSTMENT
<br /> 2 STAINLESS STEEL CAP SCREWS. SECURE SYNTHETIC TURF TO _ _
<br /> CONCRETE COLLAR AND COVER _ RISER(S)
<br /> WfTH ADHESIVE I I I I I I � � � a • —AS RE�uIRED _I I I- PERMIT RESUBMITTAL
<br /> INFILLED SYNTHETIC I I 4 MIN.
<br /> TURF �_ � 2._6.. CONCRETE COLLAR -
<br /> , 26
<br /> F-2 � LEAVE SUFFICIENT 4" PERFORATED . GROUT DATE 6-26-17
<br /> EXISTING RUBBERIZED LATERAL PIPE TO CORRUGATED GROUT ALL PIPE °
<br /> E D-AREA MAKE CONNECTION POLYETHYLENE LATERAL WATERTiGHT ON SCALE NTS
<br /> �� ��� ' DRAIN TUBING BOTH SIDES OF
<br /> a :�-,-.,;.;' ''�:.�;;. , .q . CATCH BASIN
<br /> �,, NEW PEA GRAVEL , 6; .. °
<br /> � � m I �NP•� DRAWN JCH
<br /> � .
<br /> . N BACKFILL, NP. I .' � % " U Uu� p� D�-+O APPROVED
<br /> � APPROVED WATER TIGHT PLUG (TYP) �� � � � . �y�' O��O��O �4� FlELD SUBGRADE
<br /> a .
<br /> i . . APPROVED WATERTIGHT ' _ • ��_
<br /> c ::� ::: �' CONNECTION EXISTING 4" I � `� � � Q �O � � _
<br /> ' oo \\ :� .. . ____ _ CHECKED EJG
<br /> i '� �' � PERF. CPEP �7�� � '- - _ . � �. . p � ° d v 4 � o —
<br /> N , COMPACTED SELECT ' n +-,-a • . " - PERMEABLE COPYRIGHT O 2017 D.A.HOGAN&ASSOCIATES
<br /> ;; oa: aa:� •:� -��``�. BACKFlLL MATERIAL �-ry N� � " ° Q - ;e � � �_ ° �_, � ° � � b AGGREGATE CPEP COLLECTOR PIPE I I
<br /> r� .o• .a.-;�o-:=�.'.:=o.�;-. Ex�Jll Q � y--� n r • /J
<br /> o '.ao;` o ' PEA GRAVEL i d i (SEE DRAINAGE PLAN
<br /> :o� :�o-o o:� �� TO REMAIN � __- _ _ - � i o � DESIGNED INVERT FOR INVERTS) � . �g�� • I
<br /> ; . . ...� o �oa i i � i i
<br /> s _n 45' BEND _ _ .
<br /> � �� i � i � MIN ° �
<br /> :ao , . �_ _ , _ 2 . , . D RA I N AG E
<br /> ` .o� .c�•o - .o� .oQ .o� � D C7 0 D p � Q D b —� -- — � d
<br /> �. ��. ��'b�o ��.' �' PLUG AND BLOCK OR � PRECAST CONCREfE C.B.I. �I I •. �4a D ETAI LS
<br /> ' � " ...� .�- ' CONTINUE PIPE I I I I I I I I I I I I I I I I I I I INTERNAL DIMENSIONS= _ -
<br /> � � � _� � � � � � � � ��� � ) I III 26"LX22"WX40"D_III '
<br /> a -I I I—I I � - . � � • -
<br /> 000 _ d a 6" GRAVEL
<br /> °' ,::�.•;�:::• -1� UNDISTURBED SUBGRADE CUT AND TEMPORARILY CAP EXISTING SECURE EACH END OF THE CONNECTION I—I I I v v v v v v v v v v v v v v v v v
<br /> � �o's�%;'ra=o:° $" MIN :'d;: •e�:�•' � •�� - ,. -
<br /> h aF�-•o:- •�_ SUBSURFACE DRAINAGE LATERALS FOR WffH APPROVED 2 PE/CLOTH (DUCT) _I I I I v v v v v v v v v v v v v v v v v
<br /> I I I I voovvvvovvovvovo SHEET
<br /> � �r INSPECTION PRIOR TO RE-CONNECTING TAPE; MIN. 2 FULL WRAPS
<br /> o � I I — i I I�I I I I I I I I I I I I I � -) I I _ _ NOTE:
<br /> - (SEE DRAINAGE PLAN FOR LOCATIONS) 34 FOR INVERT ELEvATIONS
<br /> COMPACTED BEDDING MATERIAL
<br /> �, � „ - SEE DRAINAGE SH
<br /> .o (PEA GRAVEL) 7 TYPE 1 CATCH BASIN F' 2 • 2
<br /> ` 2 CLEANOUT 6 SUBSURFACE DRAINAGE LATERAL COUPLING DETAIL
<br /> 0
<br /> , N NOT TO SCALE F_2,2 NOT TO SCALE F-2,2 NOT TO SCALE
<br /> F-2.2
<br /> v
<br /> �
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