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STORM DETENTION POND SECTIONS (CONTINUED)
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<br /> � �, N o 0 0 0 0 0 0 0 0 0 0 0 ,� HDPE Text�ared Specifications
<br /> � '- N � � lf) � 6� � I`�- � CO {� N � N� � O {n M � t'7 � N {� � � 6� � tn � N � C.O � � 'fi
<br /> c�i � o N �j � N � � �ri r� c� ri � ri r� � � ri c� ri �ri � � r� N ^ o r� � ►� r ri � c�i N N PROPERTV Fre uenc ' TEST METHOD HR40 mil HR60 mil HR80 mil HR108 mil
<br /> [V � �''� N r7 � � M) r r'� .– � � � � � M � M � N") .– � r7 � N � N � N (y
<br /> � � � � �t �r � � � � � � � �r � � � � � � � � � � � � � � � � � � �t � � `t � Thicknoss- nominal�jmits 40 60 80 100
<br /> � Tl�ickness-Smin.averaqe.� tmilsl roll D�593 38 57 76 95 i
<br /> •Lowest indwidual. 36 54 72 90 �
<br /> - - I
<br /> TENSILE PROPERTIES(min,average.) 50,000 SF D63�$Type IV !
<br /> 0}00 1+00 2+00 3+00 4+00 4'f"35 S cimaen 2 intmin ,;_
<br /> •Yieki Strenqth IUin 84 134 168 210 °�
<br /> •Break Strennth(IbJ�n 60 90 t 20 150 x
<br /> •Break Elon�ation °Io 12 12 12 12 Y
<br /> STORM DETENTION POND SECTION A—A •Yield Elongation(�,o, ,00 ,� ,00 ,00 0
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<br /> SCALE: 1 '=20 H 1 =5 V Tear Resistance (min. average,) (lb► 50,a00 SF D180d 28 42 56 70
<br /> Pur�cture Resistance(rruin,average.) (Ib} 50,000 SF D4$33 FTMS iOttMethod 60 90 120 i50
<br /> 2065� ..
<br /> Carbon Black Content(range)(°h�j 50,000 SF D1603?D4218 2.0-3.0 2.Q-3.0 2.0-3.0 2.0-3A a
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<br /> S/7
<br /> Carbon Black C?ispers�on 5Ct<000 SF C35596 Note Note Note Note
<br /> Density(min. average.) (gfcc) Resin Batch D15051D792 0,940 0.940 4.940 0.940 ¢
<br /> also called Specific Gravit
<br /> rn
<br /> Stress Crack Resistance(hry Resin Batch 0.5397(App.j 200 2U0 200 200 `�
<br /> Dimensional Stability(max.average,} Resin Batch D1204 � 1 =2 tp
<br /> (% 00
<br /> l.ow Temperatur Brittleness Maximum degrees Cefsius 0.94 0.94 0.94 0.94 0
<br /> d 746 N
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<br /> Seam Properties D4437 �
<br /> 1. Shear Strength, Ibiin 8�7 120 t 60 2t�0 n
<br /> �� 2. Peel Stren th Iblin
<br /> 59& FTB 88 8 F7B 118 8 FTB 147 8 FTB �
<br /> THE GEOTECHNICAL ENGINE�ER t�Testing fr�enc��s are r�ur�ed to the nearest fuN roll. �
<br /> SFIALL BE PRESEJVT AT THE SITE 2=FTt,�S has been r�placed wieh 8833. Va9ue st�awn far c�parisc��purpases only Carbon B�ack Dis#�ersion tor 1�ditt�rent v,��.=s:�r�l to in Cas����ric�:t or� �
<br /> a�
<br /> DURING CONSTRUCTION OF THE Tb�inforan�t��'1 data ebn4ained hsrein are betieved Ga b�acCurat�ar�i reliahls. NorCb�rest Linings mal�ss no warranty ot�sy kind and,�epis r4o respansitsitity it�a ths resutts;obiainsd o
<br /> STORMWATER POND TO ENSURE €hrough app�liCBtio+�af Shis intotrnats`on o
<br /> THE FACIUTY IS CONSTRUCTED
<br /> IN STRICT ACCORDANCE W1TH "N•G'J�71(7t� �'O P,1"O�•G'�CI' fI7•G' El�f�lfOt7R?•G'tl�r, �
<br /> THE APPROVED DESIGN.
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<br /> �� �— �— �� �� r
<br /> 5cale: Job Number �
<br /> No. Date By Ckd. Appr. Revision Designed �!I_ ��P pH I L I pA �G►H'4C�s � g2� 5 72ND AVENUE SOUTH FOr' rl��e� GRADING AND �
<br /> �
<br /> 6 3/O1/18 MDY CP C�P RECORD DRAWlNG —; Drawn `CK Horizontal O�' �F W A Sy� % o
<br /> 7 8/14/18 AIDY CP CP REYISED RECORD DRAN7NG PER WATER AUA/N REYISIOVVS I,��, � yc �� Q � KENT, WA 98032 ERTC CAPITAL PARTNERS 17798 �
<br /> � � STORM DRAINAGE PLAN CCONTINUED)
<br /> �"=20' ��N - �Z � m , � Z (425)251 -6222 �
<br /> — — — — — Checked �P /_ � �"� ,� o (425)251 -8782 FAX C/O GREG BERTCH �
<br /> _ __ _ _ ,� �e���Q� �o��F 3837510�`�;` y �� 2� AND STORM DETENTION POND SECTIONS Sheet �
<br /> 8201 164TH AVENUE N.E. SUITE 200 �
<br /> Approved ��s �!S T ER ��`` �'G ` g' CIVIL ENGINEERING, LAND PLANNING, ° FOR �
<br /> 1"=5' S�oNA L EN�' �r �� SURVEYING, ENVIRONMENTAL SERVICES i
<br /> �te 2��9��6 �NG ENG�N� REDMOND, WA 98052
<br /> , , _� , , , , , __ , _ _ , __ at,���o,8 , , , SEAWAY CENTER (3301 SEAWAY BLYD.1 , C� of 15 � �
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