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<br /> $ection CONTROLS Pa e S13 Section RAIL SYSTEMS Page b07 A � _ ~
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<br /> � H BALL M H O w � O
<br /> • • ' DatedJUN��oos I n s t a«a t i o n D a t a — M T M M VA�E _.,, A �
<br /> S e��f�cat�ons � � ~ z
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<br /> CHECK
<br /> T .r �r vALVE E F G m a N N J
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<br /> D U P L E X 3 T H R U 4 P U M P S W I T H D U P L E X H A T C H G G o w � p a � � � � W
<br /> NOVUS 3000 CC�NTROL PANEL o � V
<br /> MTM Min. m ? B R/w � �
<br /> E�@ p W Sump Disc harg e E °- � Q P A R T S' N N a
<br /> a a Q �
<br /> 1.Q1 GENERAL F
<br /> SIZE PUMP MODEL5 Dia. Pi in '�A B C D E H J B � R�W •
<br /> A. Contractor shall furnish all labor,materials,equipment,and incidentals reyuired to providc duplex pump controt panet as G'•6� 3"Concentnc b-11Z 24•1�2 11-118 37-711 b 3 1-718 18-23�32 � p A. ROMAC, FORD, OR MUE�LER SERVICE SADDLE WITH C.C. THREAD TO BE USED ON AlL MAINS 4" DIA. AND � � Y Q
<br /> specified herein. S35,S3HRC,S3HVK,S31iX(PI 4'-b� 4"Ec�entric d-1�2 24-1(2 11-1r8 37-7116 3 7-7�8 18-23132 LARGER. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CIN OF EVERETT UTILITIES v
<br /> DIVISION AT THE DEVELOPERS OR CONTR,4CTORS EXPENSE
<br /> $. The pump control panel shall be assemblcd and tested by a shop meeting UL standard SOSA for industrial controls.Each 3� 5�•��� 6"Eccenttic 3-1/2 24-112 11-1)8 37-7116 {I 7-718 18-23132 0 � � �
<br /> G'-6" 3"Concentric 11•112 30112 13-118 51 8 9-718 25-112 O PARTS: B. CORPORATION STOP:
<br /> conaol panel shall reccivc a factory test to ensurc proper operation grior to shipment. 1" - FORD F600, �
<br /> S3N,S3NX.H3N,H3NX b'-6" 4"Eccentric 11-1I2 3U-112 13-118 51 B 9�7I8 75-��2 A. ROMAC, FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P. THREAD TO BE USED ON ALL MAINS 4" OR CIIY APPROVED EQUAL `� cO
<br /> 5'•Q" b"Eccentric it-1/2 3D-112 13-118 51 8 4-7I8 26-1I2 DIA AND LARGER. ALL NEIN TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CIIY OF EVERETT � � °:
<br /> 2.01 CONS7RUCTION S4S.S4HX(P),SGHRC,54HbX(Pl, �'-6� 4°CancentriC lU-5/B 3D-ll2 13-1/8 51 2 10-1�$ 25-1/2 � UTILITIES DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE. C. FORD SERIES LAO-2-44 (1/8 BEND) OR LO-2-44 (1/4 BEND) FITTING FOR FLARE x FLARE COPPER. N � p° i,
<br /> 4" S4N.S4NX,S4NRE,S4NVX,S4pS.S4M, 5'•6�� 6"ConCentric 10-5/8 3D-112 13-1�8 51 2 1U-118 15-112 B. 2" BRASS NIPPLE. PHYSICAL BENDS IN POLYEfHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR t/8 BENDS PER � M W
<br /> A. T h e c o n t r o l s fo r t h e p u m p s h a i l b e c o n t a i n e d i n a (p a i n t e d s t e e l,�b e r g l a s s,s t a i n l e s s s t e c l,a l u m i n u m) e n c l o s u r e m e e t i n g S4 M X I P).S 4 M N,S 4 M R C,S 4 M V X(P� 6�•0'� 8"f,qn�en ttic B-5/8 3�-1/2 1 3-1/8 5 1 0 1 0-1/6 2 5-1 1 2 C. HEAVY DUIY 2" GATE VALVE WITH RESILIENT SEAT AND 2" OPERATING NUT. GATE VALVES SHALL BE "WATEROUS" NOTE B ABOVE. �
<br /> SERIES 2500 OR CIIY APPROVED EQUAL. � ,� o
<br /> NEMA(l, 12,3R,4,4X)requirements with hinged daor. D. MUELLER H-15451 OR H-15428 OR APPROVED EQUAL. USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER D. USE MUELLER H-15073 INSTA TITE FITTING OR CIN APPROVED EQUAL FOR iPS-PE PLASTIC PIPE X FEMALE Z
<br /> — "Subtract 3/8" for location of upper guide raii hatch mountingsurface WITH POLYETHYLENE TUBING. PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED, USE BRASS ELBOWS. COPPER FLARE THREAD.
<br /> B. The enclosure shai]have provisions for padlocking. A namcplate shaU be permanently affixed to the panel and include the
<br /> voltage,phase,hertZ,pump full load ampere ratin�,and pump horsepower rating.A warning label stating the power should E. RESIDENTIAL SERVICE E. RESIDENTIAL SERVICE
<br /> MTM 1. PROVIDE 2" POLYETHYLENE TUBING MEEfIN6 THE FOLLOWING REQUIREMENTS: t. PROVIDE 1" POLYEfHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
<br /> be disconnected before�:ervicing shall appear on the panei, a. AWWA C901.
<br /> ELBOW a. AWWA C901. b. ASTM D2239, SIDR 7, FOR ID IRON PIPE SIZE (IPS).
<br /> C. An aluminum back panel shall be provided. 5hould the panel size be lazger than 36"x 30", a 12 Sauge steel back panc] 51ZE F � w») b. ASTM D2737, SIDR 9 (pe3608/4710).
<br /> c. ASTM 3350 - PE3608 OR PE4710. c. ASTM 3350 - PE3608 OR PE4710.
<br /> finished with nonconductive white polyester powder paint shall be provided. 3" 7-1�4 6-1/2 Z-15/16 2. PROVIDE A #10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE UF OR USE COATING SUITABLE
<br /> 2. PROVfDE A #10 AWG, SWGLE STRAND COPPER WIRE WITH BLUE TYPE UF OR USE COATING SUITABLE FOR DIRECT BURY.
<br /> ll. For each pump a run light and a hand-off-auto switch shall be provided. These switches shall be mounted on the inner 4�� 10 6 3-3/4 FOR DIREC7 BURY. o. WRAP WIRE AROUND TUBING, ONE WRAP PER F?, ITS ENTIRE LENGTH. � 9
<br /> a. WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH. b. SECURE ONE END AROUND THE SADDLE BOLT BEfYVEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" Z
<br /> door,shall be properly labeled as to function and shall match the run lights in appearance. The run lights shall be gr�en. b. SECURE ONE END AROUND THE SADDLE BOLT BEfYVEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" OF THE OTHER END IN THE METER BOX. �
<br /> ' "This dimension inctudes 1/4"frame thickness and t(B"coouete openiog Prame ttearance
<br /> E. The incoming power shall be (115,208,23Q,460, 575) vo(ts,(single,three phase (50/60)hertz service.Terminal blocks OF THE OTHER END IN THE METER BOX. � O
<br /> F. NON-RESIDENTIAL SERVICE �
<br /> with box type lugs shatl be supplicd ta terminate all waring for ttoats, heat sensc�rs, and seal sensors for the punnp, if NOTE: F NON-RESIDENTIAL SERVICE 1. PROVIDE 1" TYPE K COPPER TUBING MEETING ASTM 688, ANSI/NSF 61 & APPLICABLE IAPMO � �
<br /> re uired. The um leads shall be tcrminated at box type terminal blocks, 1. PROVIDE 2" TYPE K COPPER TUBING MEETING ASTM B88, ANSI/NSF 61 & APPLICABLE IAPMO STANDARDS. �
<br /> 9 P P 1.Hydromatic does not recommend the HPGHH grinder purnp for use on the 3" MTM system. �
<br /> STANDARDS. G. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER 'H-15426 INSTA TITE FITTING OR CIN APPROVED O W Z
<br /> F. A circuit breaicer shall be used to protect from line faults and to disconnect the p�mp t'rom the incoming power. Cir�uit 2.For siZeS not listed, consUlt factoty. EQUAL FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD. ' ` �
<br /> G. BRASS ELBOWS & NIPPLES AS NEEDED. V � _
<br /> breakers shall be thermal magnetic and sized to meet NEC reyuircznents for mot�r controls. 3.See hatch detall for e8ch individual pump model fot'more detaited information. H. METER SEITERS SHALL BE "FORD" 70 SERIES COPPER SETTER VBH77-126-11-77 WITH HORIZONTAL INLET H. 1" METER SETTER SHALL BE "A.Y. MCDONALD" 62-415WWDD44-15 OR CI1Y APPROVED EQUAL.
<br /> 4.See discharge. Elaow detait for each individual pump modet far more detailed information. AND OUTLET OR APPROVED EQUAL. Q � �
<br /> G. The magnetic starter shali include a contactor with a minimum mechanical l.ife vf 3,OQ0,000 operations and a minimum I. METER SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT TNE DEVELOPERS OR 1. METERS SHALL BE SUPPLIED AND INSTALLED BY CIN UTILITIES DIVISION AT THE DEVELOPERS OR CONTRACTOR V J
<br /> contact lii'e of 1,000,000 o erations. The ma netic staner shall include an overioad rela �hat is IEC rated ambient 5. Layout and dimensions shown are minimum suggested requirements.This drawing is a typical representation.Therefore, CONTRACTORS EXPENSE. EXPENSE. Z
<br /> P g Y �
<br /> r re com nsated a d bimet 1[ic.The overioad rela shall be ca able of bein set in either a manual or automatic all details incLuding pit size, tocation and arrangement of pit, lacation and arrangemen# of valves, piping, etc, are to be J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, MODEL RM8-17-30-12", MOUSEHOLES CUT, Q =
<br /> tempe atu pe , n a y p g J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, MODEL RMB-15-27-12", MOUSEHOLES
<br /> reset mode. In the manual mode,onl the o erator shall accom lish reset.Overload rela s shall be Class 10 t e meanin specified and confirmed by the cons�lting engineer end are subject to his approvaL WITH AASTHO H-20 RATED DI FLUSH SOLID COVER UD OR EQUAL.
<br /> y p p y. yp , g K. PLACE SAWDUST IN ME?ER BOX AROUND PIPE TO TOP OF MEfER TO PREVENT FREEZING. CUT, WITH AASTHO H-20 RATED DI FLUSH SOLID COVER LID OR EQUAL. J �
<br /> at 6 times the full laad amperes the overload relay shall trip within 10 seconds. b.See individual pump/base elbow detaits for more specific information. L. ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 504. K. PLACE SAWDUST tN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING.
<br /> H. Control volta e shall be I20VAC and may be aceomplished by the means of a transformer should the inpu[ voltage be 7• H3HJH3HX Requires 7-1/2" spacer below discharge elbow, (P/N:09D43-OQ3-51 � �
<br /> � CITY OF EVERETT » 3-10-2014 CITY OF EVERETT » 3-10-2014 r
<br /> unable to produce a t2flVAC signal. Control fuse(s) and an on-off switch/circuit breaker shall protect and isolate the ALLOIMENSi0N51NINCHES 2 METERED WATER Date: � METERED WATER Date: � N ��
<br /> controlvoltageframtheline. NOTE:CASTWGDIMENSIONSMAYVARYt1/8" VERETT PUBLIC WORKS SERVICE 502B VERE7T DEPARTMENTS SERVICE 5�2C
<br /> DEPARTMENT �
<br /> I. Wire ties and/or wire track shall be used to maintain panel wiring in neat bundles for maintenance and to prevent --- " "' "�'"" OE Std Dw : OE Std Dw :
<br /> N W
<br /> interference with operating devices. AIl wirang shall be cc>lor-coded to tacilitate maintenance and repair of the control U
<br /> panel. Where a color is repeated,number coding shall be added. A schematic shall he permanently attached to the inside
<br /> . PLAN APPR4VED
<br /> surface of the front door. ,
<br /> ;r
<br /> J. All ground connections shall be mnde with fork terminals and star washers to assure proper ground. � ,����' l� ' �� ���� G�
<br /> NJdLIC SER A
<br /> K. A duplex pump controller shall be provided for c�ntrol logic. It shall be a dedicated solid-state oontroller,which is easily �
<br /> �°
<br /> replaceable with unptuggable terminal blocks on all wiring inputs and outputs. Contra(ler shall be flush mounted on the � ,
<br /> dead front inner door,shal] be UL listed,and sh:�ll operate on 120VAC t10%,50-'l0 Hz,with an operating temperature of � V - PuBt.�C ORKS
<br /> '` Dl r'=,HT ENT
<br /> -10°C to 60°C.
<br /> WATER ,
<br /> REINFORCING SCHEDULE A ���n�� � .�h:5 �-<<:�n u P�.� SA�,� '
<br /> �
<br /> �WER Rf'?ttSAt;� P::tp�7 ��: S ARTING F W A Sy� I
<br /> �nr tci^v��.. ,c.,G�� THIS
<br /> N R LS Pa e 314 FENCE/PEDESTRIAN RAiL ti`� �
<br /> S@CtlOfl �� T � 9 MIRAFI �� �� KEY T aR 'r`.'. �rn,�- f a mis � �' �
<br /> � HEIGHT � a� �r� cs w;,r,io �� ve� ,�i '� ..
<br /> EXPOSED WALL LAYER LENGTH L (feet) (feet: measured from to S ONE STANDARD BLOCK c�aRfn: ti �Y STANDA s �o �,� Z �'
<br /> p fxvt�r.s �- - C' UNL� �
<br /> Dated JUNE 2408 HEIGHT"N" NO. REINFORCEMENT 8"X18"X21.5" OR EQUAL TYP. PERMI7 FOR CONf'TR w�s
<br /> of leveling pad) ( )
<br /> _ eeeN tssuEo. �0 ,P 24661 0 ��
<br /> '`�Fss��/ST4.��G���,
<br /> <2.5 FEET NO REINFORCING REQUIRED A L
<br /> L. The controller shall have inputs for five normally open float switches;they shall be Low Level,Pumps Off,Lead Pump 1 5.0 0.67 ,..
<br /> v. .l .`.,"t
<br /> On La Pum On, and Hi h Level. The float inputs shatl be not more than SVDC when open, and not more than 2.5 - 3.5 FEET 2 5 XT 5.0 2•00 �� 'h���r��`��`�"'��'``r �� r` 05 25 1
<br /> 'r• ���f GRANULAR STRUCTURAL FILL
<br /> g p g FENCE/PEDESTRIAN RAII
<br /> 26mA when cIosed.The canvoller shall have LED indication of float status and a float simulation push-button for each 3 5.5 3.33 �'?`�. � (SEE NOTES)OR COMPETENT
<br /> float. The low float simulate button shall simulate the float opening; a11 other float simulate buttons shall simulate tbe � 6.0 0.67 'r� �,� �: NATIVE SOILS � o I'
<br /> KEYSTONE COMPACT BLOCK CAP
<br /> float closing. 4"X18"X12" OR EQUAL (TYP.) 6•� 2_QO , � �-. ���'{ ,�; o o � � � �;
<br /> 4.5 - 5.5FEET 2 5XT •
<br /> g 6.0 4.00 (MAX) 8 „ ����^i� f;�> � " �`�,�; ` - tn o � > � o
<br /> M. The controller shall perform a series of tests during aperation t� ensure That the system is operating properly. These � 4 6.5 5.33 `�` �'' },°. '. ' ' :. ' `�"`' � x
<br /> x �}. • � ,�,,;�;,�;n.} �
<br /> R �.R e_ lit�<'+tt Y �� �j t `
<br /> tests include: KEYSTONE COMPACT BLOCK
<br /> t�,.,,�,. .,,s.:� . �*:� �..,r
<br /> Ftoat Sequence: The controller shall detect if floats are activated/deactivated in the correct sequence 8"X18"X12" OR EQUAL (TYP.) '`'`'` 12" WIDE DRAIN COLUMN 1/2"TO 1 "
<br /> �� �,,.
<br /> -HI H , Should one of the flnats activate/deactivate in t he inconect sequence,t he floa ts o u t G E N E R A L N O T E S � �,`rts ?' r,� �
<br /> (LbW-OFF-LEAD-LAG G ) . .", �.� �`l.<�: i :,.,�r�i'.�"I'l�t';''... "-� .. . ` . ,,. ,,�, j- . , �`;��,t CLEAN CRUSHED ROCK NO FINES d � ,�
<br /> 7 ' .: I, 7'_j: . q ;c rt� .; "
<br /> of sequence LED shall be activated. �!��'y,�;��1 2�� ��%/%,�i/fi� �/�/i/�'r•,
<br /> '�,. �{ ��� GRANULAR STRUCTURAL FI ��/;/;,�,�;, ;� �f, ',�
<br /> t aeknowled e in ut � ��� 1. REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENT AND ELEVA 7►O N S. ' � �4p r ;��� � � Y o 0
<br /> Fail To Start(o tional):When a pump is called for,the controller starts an internal clock.If the s art g p �c "74� ` � ��!-'j�� � f�� �
<br /> � T (SEE NOTES) �f"/:,.�`;' ' �" f� � �
<br /> p r �'{u %%� /�''�/l./%!�!''�`/'" 2. GEOGRID LENGTH MEASURED FROM BACK OF BLOCK UNIT.
<br /> isn't activated before the timer times out,the pump that failed to st�rt shall be disabled,the pump disab}ed LED shall he �. . + ,,' ' � �/�'�%! ' ` ; jy! .� j`n��� . v ` �
<br /> a �`� �---- ----LAYER 4 , f;�/�� ,�tM �-ir, .� �� .���,,� • ^ �y �, o o � � o
<br /> sha11 re uire manua]reset. :�2�`' -' 1.5 �/�"� i� ;� �'�� '��'/.� . 3. GEOGRID HEIGHT MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD. 1' MIN �'` t .,{ � ;
<br /> activated,the la um sha]]be called,and the condition q 1 � .r,_r,, __, E"- : ��t7N L"��,�l�'�'�
<br /> g P p , i°� �}��;_; ` � �- r .;%� �-� �i 4. GEOGRID REINFORCEMENT SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION �„�, ' '' �, ,
<br /> 5.5 M1N. �i /' ' `� ��
<br /> in ut senses an . .���. �..�:���`.. ;:k ;-�f.(�U �'f'�f�/IkC) '.T'.%'�/ I ULAR TO WALL. .. ,
<br /> ali have in uts for um motor heat sensors. If this p . � ��K.}� �'•�'` " STRONGEST AXIS) PERPEND C
<br /> Over Tem erature: The controller sh p p p ,.,- � ( °
<br /> "�it `::�i• ��a o. . ��:�/,,f,�,��i i� i/i ,!//''..�� y� j`�,k�,2`,�3��f� ;-F� '�`iy�,4 v�r:i:,1 ,;:.: �'>r,li�%j✓ W �
<br /> P M,q)( 32 'd.:. , �,�-� ...'=,,..:::.;;.;�r4r,�, .:--..,� � � �j � ;;:/ ACE OF COMPACTED STRUCTURAL 1� ����; r r: : �''� ,�. = c�c� _
<br /> erature fail LED and out ut are both activated;this shall also disable the pump. �. __;;a;,,...,,�,r.,ti..,,,�,,..:-�.,�,.�-���'� f;;� � /`✓�,i%,;� lf,; �
<br /> over-temperature condition,the temp P � ,,�r.�:�,, ,;_;,s,� * �� �,%j.;��j%��;',f,r � ,/' 5. GEOGRID SHALL BE INSTALLED ON HORI20NTAL SURF ;<,,���,;��;;,Y;.,;,.,;,.�s�,� = z �
<br /> .::., � �;,��. �,,,r,� - ,� / ; „
<br /> ` �' `"' � �' �i���j;f�j;j; FILL AT ELEVATIONS SHOWN ON SCHEDULE. 6 l�, 3'MIN. � 4" PERFORATED DRAIN PIPE
<br /> Seal Fail (moisture):The contraller shall have inputs for pump seal fail (moisture)sensors.if the input senses less than `;• .f�,•.�u._ ` „ ;'���f''r� f l
<br /> s',, � / �i i i �.; f Z W �
<br /> " •,�t . 7AKEN TO APPROVED POINT (n �
<br /> � P P g p p ;�.���� 12" WIDE DRAIN COLUMN 1/2 TO 1,} �� �/,�� � �f%;�%� 6. GEOGRID SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED � g N
<br /> 50,000 ohms acrass the s�al probes, the seal fail LED and ou ut are activat�d and the um is dem�ted to ia urn ; ' ., ; /i r; .,i i�;�,� •
<br /> this will not disable the pump. , °' ='�-r���� CLEAN CRUSHED ROCK NO FINES i%-�'�%'/� %%%/%� �`
<br /> �.. � ,�.� ,�r�/ � �,.r��� TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. OF DISCHARGE (TYP.) w a Q
<br /> �� � r � � F—
<br /> ,�?.,t`,• �;: i i/���/�, '// X
<br /> • T m r t r & Seal Fafl: If necessa ,the controllez can be set to latch the motor over#emperature '_•-' "�"�`v`� � ������'1 f���/�� 7. PROTECT GEOGR I D F R O M C O N STRUCTION DAMAGE PER MANUFACTURERS COMPETENT NATIVE SOILS � o z 3
<br /> Options for Over e pe a u e ry ,�� _, __________LAYER 2 //��' ,,, �j, �/ �� � .
<br /> alarm conditinn,so that the reset button must be activated in order to reset the alazm condition.In addition,the seal fail I-- 1.5' MIN. --I • - ' "L" i /,�//����,f�� SPECIF1CATIONS. CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON COMPACTED 5/8"CRUSHED Z Q Z w
<br /> , . �'`,, '� �f , /�, � / ROCK LEVELING PAD (TYP.) w N g Z o
<br /> 1• /// /f/�' i GEOGRID. ANY GEOGRID THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT
<br /> a � r� N N -p a
<br /> (moisture)input can be set to detect a resistance of greater than 50,000 Ohms instead of less than 50,000 ohms. , G `l: ,, -__---- 1�� t r;h, f,,r, , . �`;��� �'f ���•/�/ f '
<br /> //,1;, i �//
<br /> �^ , ' 1.5' �'f; s• f��r� r, � ,��� f '"�� C O N T R A CTORS' EXPENSE. $��X18��X21.5�� o � N � z j o
<br /> N. The controller shall have a 3-position switch that chooses among Pump 1 run as lead,Pump 2 run as lead, and a�tomatic �;� 3 WIDE �S; ,Jf� '�7 ;'% ___LAYE R 1 ,;;��,,�/r'/�,�(;��1�/� -
<br /> ?�I E�:MIN. �' >` " , .��;� ��� GEOGRID SEE REINFF {I� - C N U- ,.'�j%� 8. G E O GRID SHALL BE AS SHOWN ON SCHEDULE. ALL GEOGRID SHALL BE CLEARLY G R A V I T Y K E Y S T O N E�S T A N D A R D B�O C K W A L L Z � � °O W w
<br /> _
<br /> alternation of the lead pump. Y; DISPERSAL %� ,�r�'"i1< � _s, �_ � �i� ;,,���i���,�y ���!i// , ORTIONS THEREOF
<br /> ,,,1 lRy �,,y>,� ^ > � i l/�__/�i�//, �< �:,,-<;-; I D E N T I F I E D A N D L A B E L E D I N T H E F I E L D A N Y U N M A R K E D R O L L S, O R P N �
<br /> AND NOTES) - �- � �.�,9 NOT TO SCALE � Q � � z �
<br /> �;�1 T R E N C H f� .� �=� ����Y� _ _��:,_ ������,;,�,;;.t;��>'.�1 fi'�` ti r T H A T C A N N O T B E I D E N T I F I E D S H A L L N O T B E U S E D I N W A L L CONSTRUCTION. � � � � � a
<br /> O. The controller shall have 5 relay outguts rated for 7 amps max. at 120VAC.They shall be four SPST contacts (Pump 1, ;% � '�"`�''� ��"� �` ��
<br /> , „ > �. ..�r�� . ' � �, .,.�
<br /> :�'% ���,<��;��;� ;s,"��,,,r';;` .�,�,<:.�`. ,���<�;�„� ,���t•' 9. GEOGRID MUST BE CONTINUOUS ALUNG THE BACK OF THE WALL, INCLUDING CURVES �
<br /> Pump 2, High Level, Horn/Aux) and one SPDT contact (Low Level)_ The conuoller shatl have LED indication of the "'��''"�f���h!�t'•:'�%�e;��� 6�� � 3' MIN. c� N z -
<br /> ' � .�. 4" PERFORATED DRAIN PIPE AND CORNERS. � ~�� W w a
<br /> status of each of the relay outpuis. TAKEN TO APPROVED POINT � �
<br /> 10. SEGMENTAL BLOCK WALL CONSTRUCTION AND CONNECTION OF GEOGRID TO WALL TO N Z N N -' � �
<br /> n and 4ff reventin bath um s from turning on and off at OF DISCHARGE (IYP.) BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. � Y v v v N
<br /> P. T h e c o n t z o l l e r s h a ll f e a t u r e d e l a y s f o r e a c h p u m p t u rn�n g o ,p g p P
<br /> the same time,and also prevenung a water hammer effect.There shall be an option to set this delay to either 6 seconds COMPETENT NATIVE SOILS COMPACTED 5/8" CRUSHED 11. ALL STRU CTU R A L F I L L T O B E P L A C E D A N D C O M P A C T E D P E R G E O T E C H N I C A L R E P O R T E N E R A L N E S
<br /> or 12 seconds. ROCK LEVELING PAD (TYP.) PREPARED BY TERRA ASSOCIATES, INC. PROJECT N0. T-6116-2, DATED OCTOBER 14, �
<br /> ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER GEOTECHNICAL REPORT 4 '� �
<br /> 2015. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A PREPARED BY TERRA ASSOCIATES, INC. PROJECT NO.T-6116-2,DATED OCTOBER 14, �j� N�s
<br /> Q, The controller shall have seven open drain FET fauIt outputs that will drive a maximum of 40mA when activated.The load �� �+ �+ MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF 30 PERCENT PASSING THE
<br /> shall be owered b 12VDC supplied by the contraller, and the outputs shall have built-in diode protection ta aliow � 8 X18 X12 2015. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A J �'��, �,
<br /> P y KEYSTONE COMPACT BLOCK WALL N0. 2Q0 SIEVE (FINES CONTENT} BASED ON THE 3/4"GRAVEL FRACTION. MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF 30 PERCENT PASSING
<br /> connection of a 12VDC relay.These fault outputs shall indicate Seai Pailure,Temperature Failure,and Disabled/Fa�led to �
<br /> 7HE NO.200 SIEVE (FINES CONTENT)BASED ON THE 3/4"GRAVEL FRACTION. � �'�ry o
<br /> Start for each pump, as well as Floats Out of Sequence.The controllet shall have L�D indication c�f the status of eaeh of NOT TO SCALE
<br /> = z �,
<br /> W
<br /> these faults. �`_ �
<br /> �� Terra KEYSTONE BLOCK WALL �,�"
<br /> Terra REINFORCED FILL/KEYSTONE WALL �~`�`�' J • PROPOSED STORAGE BUILDING V� � °� ;
<br /> ���:: ���� Associates IM1C. EVERETT WASHINGTON b' t�`'`� �
<br /> PR4POSED STORAGE BUILDING � t � p �O �
<br /> Associates �nC... EVERETT, WASHINGTON Consultants in Geotechnical� gineering �
<br /> Geology and �
<br /> • Consultants in Geotechnical�ngineering
<br /> Env iro nmenta�Earth Sciences Pr oj.No.T-61 16-2 Date JAN 2016 Figure 2
<br /> GeologY ana proj. No.T-6116-2 Date JAN 2016 Figure 1
<br /> Environma�tal Earth Sciences
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