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REVISIUN DATE
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<br /> `' � `'l- STORMTECH � '`�
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<br /> PERMEABLE PERMEABLE
<br /> FABRIC FABRIC
<br /> 32' ORDERING AND INSTALLATION NOTES:
<br /> CAS CA D E
<br /> SECTION A-A STONE BEDDING SECTION B-B 1. FROV�E SHOP DRAWINGS OF FLOW CONTROL
<br /> UNDER DRAINAGE 4 'j' t� 5 ORKING DAYS Pi�R TOR���INIi�UM H I G H SC H Q C�L
<br /> SYNTHEfIC TURF � SY N T H ET I C T U R F
<br /> PIPE {PER DESIGN) F_2 s
<br /> EDGE ANCHOR 2. CONTACT ENGMIEER FOR ON-SITE REV�W OF FLOW
<br /> � EXISTING CONCRETE CURB 5 RESTR�TQR AFTER R HAS BEEN DEUVERED TO
<br /> TURF C�VER F-2•2 TME SITE AND A M�III�UM QF 5 W4RKING DAYS F I E LD
<br /> PRIOR TO SCFIEDULED tNSTALLATION.
<br /> GALV. NAIL OR STAPLE SYNTHETIC EXISTING RUBBERIZED TRACK F 4 4 t
<br /> (3) STORMTECH SC-740 OR APPROVED TURF ANQ STRUCTURAL FABRIC TO � }' ' -
<br /> EQUAL POLYETHYLENE (PE) CORRUGATED � INFlLLED EDGE ANCHOR PRQVIDE RUNG TO HANG
<br /> RIM 523. 0
<br /> WALL STORMWATER COLLECTION CHAMBERS � PERMEABLE SYNTHETIC SHEAR GATE PULL i `' 6" CONCRETE REDUCING SLAB
<br /> ti AGGREGATE TURF � ___—
<br /> r.v t �.rti-�
<br /> ._
<br /> 8" INLET '~' .''• P �F Rt R
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<br /> -�-- --. � � � , � � � � � , /1 � � :.•�v �,�� IE 521.83 ,' � 1 7 EL 5Z2.52
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<br /> O MIN. O �J � 6" SHEAR GATE ___ '• 3" x ,090" ALUMINUM
<br /> ' ��(� n� - ' � � '� O O ; W/ 5/8" STAINLESS BOLTS
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<br /> R ; ; � a0 �C � -- - , :. i PLAN APP OVED
<br /> EL 52250 � � � � � � , � � � �
<br /> � � � � � 8" INIET PIPE MAx , 8" OUilET PIPE
<br /> „ . �-19-1 a
<br /> � � 1 G a '� � .; B" IE 520.00 � R CES D
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<br /> � 8 IE 520.00 =, �x
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<br /> I i i PERMEABLE FABRIC � -'� " 0 - 6" IuIAX NGTH � � � �
<br /> �' , � S�� � D NAG EROS20N PUBLIC WORKS
<br /> B M OF CHAMBER EL 520.00 . v � v � v � v � ; �„ M'N �H_ %- W/ TAPER FlT TO INSIDE
<br /> SUBGRAOE L 519.50 • _ _- - - - -- - - - -- - - - -- -----� • ' ?�+ �- DIAMETER OF OUTLET PIPE ; DEAARTMENT
<br /> GATCH BASIN TYPE IL .;; � �- : WATER
<br /> �' W/ SOUD COVER `� � H Q G A N
<br /> A PUBLIC WORKS PERMIT IS
<br /> I I �•••' : ' �• ���j4" 0 RESTRICTOR ORIFICE �1 � S�ER REQUIRED PRIOR TO STARTSMG
<br /> � M�45�� MZOU C1./�55 1 WOVEN -� � t••••• j�• Jr�`••tl�r�.••,' r PLATE B{)LTED TO fLANGE� �R �n�LLE� �./�r. . PROJECTk A?PROYAI OR THIS 119 ist Avenue 5outh,SUite 110 p.206.285.04�
<br /> GEOTEXTILE OR EQUAL� �� �yp� �� PROJECT zs CONDITFONAL vER Seattle,Washington 98104 f.2�6.285.6480
<br /> BETwEEN FOUNDATION STONE AND � �y TRAFFIC CURRENT�CI�JiY STANDARDS AWO
<br /> � CHAMBERS SC-740
<br /> 6„ ��� �G„ M�N. PERMIT FOR CONST/�RUG�'TION HAS
<br /> �rj�-9�� � � �/"�VV� , [L I VV CITY ENGINEER BEEN ISSUeD.
<br /> 2 FLOW CONTR4L DETAIL ' � � � �
<br /> ♦�9 �,. ��vD��
<br /> STORMTECH GENERAL NOTES r•1 c,� w�+s�y � '�
<br /> 1 . CONTRACTORS TO USE AND UNDERSTAND
<br /> �` F-2.S NOT TO SCALE � � �� •�, '`y��,`�'o ♦
<br /> CHAMBER MANUFACTURER'S LATEST 5. THE CONTRACTOR MUST REFER TO CHAM6ER 1. CHAMBERS SHALL MEET ASTM F 2418-05 � � � , ., � � �
<br /> INSTALLATION INSTRUCTIONS PRIOR TO MANUFACTURER'S WSTALLATION INSTRUCTIONS '*STANDARD SPECIFlCATION FOft POLYPROPYLENE � .�r �
<br /> BEGINNING SYSTEM INSTALLATION. FOR A TABLE OF ACCEPTABLE VEHICLE LOADS (PP) GORRUGATED WALL STORMWATER COLLECTION � '� zss�s �,�' `
<br /> AT VARIOUS DEPTHS OF COVER. THE CHAMBERS". �°�'�,`'��rs�° \.��"�
<br /> 2. THE CONTRACTOR MUST REPORT ANY CONTRACTOR (S RESPONSIBLE FOR PREVENTING 1 SStoNAt� E�� ♦
<br /> QISCREPANCIES WITH CHA�IBER FOUNDATION vEHICLEs THaT ExCEED THE MANuFACTuRER's 2. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE � r � � �
<br /> � MATERIALS BEARING CAPACITIES TO THE DESIGN REQUIREMENTS FROM TRAVELING ACROSS OR THE LOAD FACTORS SPECIFIED IN THE AASHTO 138.5'
<br /> ENGINEER. PARKING OVER THE STORMWATER SYSTEM. LRFD BRIDGE DESIGN SPECIFICATIONS SECTION
<br /> TEMPORARY FENCING, WARNING TAPE AND 12.12 FOR EARTH AND LIVE LOADS, WITH
<br /> 3. STONE PLACEMENT BETWEEN CHAMBERS ROWS APPROPRIATELY LOCATED SIGNS ARE COMMONLY CONSIDERATION FOR IMPACT AND MULTIPLE
<br /> AND AROUND PERIMEfER MUST FOLLOW USED TO PREVENT UNAUTHORIZED VEHICLES VEHICLE PRESENCES.
<br /> INSTRUCTIONS AS INDICATED IN THE MOST FROM ENTERING SENSRIVE CONSTRUCTION
<br /> CURRENT VERSION OF CHAMBER AREAS. BED PERIMETER
<br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br /> 6. THE CONTRACTOR MUST APPLY EROSION AND
<br /> 4. BACKFlLLING OVER THE CHAMBERS MUST SEDIMENT CONTROL MEASURES TO PROTECT �2»
<br /> Fou.ow REQUIREMENTS AS INDICATED IN THE THE STORMWATER SYSTEM DURING ALL PHASES
<br /> MOST CURRENT VERSION (JF CHAMBER OF SITE CONSTRUCTION PER LOCAL CODES AND
<br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. DESIGN ENGINEER'S SPECIFICATIONS.
<br /> { 51 „
<br /> PERMEABLE 1
<br /> SOIL SEARING PERMEABLE
<br /> � INFILLED FABRIC AGGREGATE PERMEABLE STORMTECH ENDCAP �,"
<br /> F-2 � SYNTHETIC SOIL BEARING �-� 8" CPEP
<br /> TURF FABRIC S=1.0�
<br /> � � Q C, � Q � � ���—gn ��„ PERMIT RESUBMITfAL
<br /> � � �QQ Q — � — ��
<br /> � � � � �� � � O 18" MIN, CONNECT TO --
<br /> ��I I���O�/ �OO �O �� �OO OO� �OO �O O� 6„ NEW CATCH DATE 6-26-17
<br /> , �' '1 C7� C� O� / O C)O .� � O OO 0 d� 0 O� � �� BASIN INLET AT
<br /> ENTRY
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<br /> N � COPYRIGHT �2017 D.A.HOGAN&ASSOGATES
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<br /> o � TYPE 1 L CATCH BASIN
<br /> � TYPE 1 CATCH BASIN 2 WITH FLOW CONTROL STRUCTURE
<br /> o RIM AND IE PER PLAN
<br /> F-2.5 RIM AND IE PER PLAN
<br /> o DETENTIC)N
<br /> �
<br /> � PERMEABLE FABRIC
<br /> � AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, FOR STORMTECH INFORMATION D ETA I LS
<br /> � BEfWEEN FOUNDATI�N STONE AND CHAMBERS CALL 1-8$8-892-2694
<br /> o SC-310 WIDE STRIP
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<br /> � 1 SUPPLEMENTAL STORM WATER DETENTION PIPING
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