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A PORTION OF THE S 1 /2 OF SECTION 1 & THE N 1 /2 OF SECTION 12, T 28 N, R 4 E, WM
<br /> SITE SPECIFIC DATA
<br /> PROJECT NUMBER 5599
<br /> PROJECT NAME UNDERWOOD GARTLAND JOHNSON
<br /> 63 �
<br /> PROJECT LOCATION EIiERETI; WA SITE CURBING PRE-FILTER ��� pRAIN QOWN LINE �'
<br /> STRUCTURE lD CB #19 BY OTHERS �R1R�DGf C/L
<br /> TREATMENT REQUlRED - - - -- - - � - -!� - - - - - --� CURBOPENING �-- 479.24
<br /> l/OLUME BASE� (CF) FLOW BASED (CFS) � � � 4 - ^r-`+'- r ' 477.38 � ' o
<br /> �ERTICAL
<br /> � ;��,k ,� UNDERORA/N ...� � ; .,
<br /> 0.020 �, �, z ������`d ,� PEAK HGL ' �
<br /> � z _ L���3r�'`��� MANIFOLD , ; '�',�
<br /> � �r
<br /> TREATMENT HGL Al/AILABLf (FT) N/A �' " ����:�� ' � � .; � � FLOW CONTROL
<br /> t�b=;�`����t,. ���Y��� � � �
<br /> PEAK BYPASS REQUIRED (CFS) - lF APPLlCABLE 0,26 ���`������ ���k�;�4���#�,�Y WETLANDMEDIA � �� ^ ° RISER
<br /> PIPE DATA l.E. MATERIAL DIAMETER �. ����-� �J ,. ����-���es�; BEp , � '
<br /> �.,,��,�...�: T
<br /> INLET PIPES N/A N/A N/A ao � i� 474.61 �
<br /> OUTLET PIP£ PATENTED -
<br /> " SEE NOTES PERIMFTER
<br /> OU L l S 474.61 N K " Q �0/D AREA LEFT END VlEi,17 � z
<br /> T ET PPE _._____ / 12 F- �L/qN V�EI�YI 8/OfILTRAT/ON � ♦ 1 �
<br /> PRETREATMfNT BlOFILTRATION DISCHARGE � v O
<br /> RlM ELEIiATION �- �$- -4�,� Q479.24 J I•�. -� p�j
<br /> SURFACE LDAD P A a � J Q
<br /> FRAME & COl/ER 36" X 60" w � � '�j
<br /> WETLANDMEDIA �OLUME (CY) 0.95 � �• � w
<br /> WE7LANDMEDIA OfLI�ERY METHOD PER CONTRACT W � �L ;
<br /> ORIFICE SIZE (DIA. INCHES) �1,t 6" CURB SUP-RESISTANT R
<br /> � W
<br /> NOTES.• OPENING C/L HArCH °� C/L z Q Z J
<br /> � Q OO W
<br /> � �/� m
<br /> � � p O V J c�'�
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<br /> INSTALLATION NOTES ' _ ::, R , ,.;.,;,, ;-;� � � L �
<br /> � c�
<br /> 1. CONrRACTOR TO PRO�IDE ALL LABOR, EQUIPMENT, MATERIALS AND � F , � .� � � � -� � � ; O = X
<br /> lNCIDENTALS REQUIRED r0 OFFLOAD AND INSTALL THE SYSTEM AND ; "' a. ° ' � � O 0
<br /> APPURTENANCES iN ACCORDANCE WITH THIS DRAWING AND rHE a o�° � ,�:;:1 � � ; � m
<br /> MANUFACTURERS SPECIFICATIONS, UNLESS OTNERWISE STATED lN �a �, ` � �:r, �. .: : ' W
<br /> .,..._... . : :.,.:
<br /> MANUFACTURERS CONTRACT. ���� " �=:� '.' � ` ''='�:;:`; � � O
<br /> 2. UNIr MUST QE INSTALLED ON LEl/EL BASE. MANUFACTURER � �� � Q �
<br /> RECOMMENOS A MlNIMUM 6" �E1iEL ROCK BASE UNLESS SPECIFIED BY � ���:t�. ��'6`M/N �'ASE. �;���, .� �
<br /> THE PROJECT ENGINEER. C4NTR4CTOR lS RESPONSIBLE TO �ERIFY 8" 6'-6" -t--6" 6� 4'f0' �� 6°
<br /> PROJECT ENGINEERS RECOMMEND�p BASE SPECIFICATIONS. 7'-6" 5'-0"--i- �
<br /> 3. ALL PIPES MUST BE FLUSH WITH lNSIDE SURFACE OF CONCRETE.
<br /> (PIPES CANNOT INTRUDE BEYOND FLUSH). IN�ERT OF OUTFLOW PIPE ELEII/�I T,ION VIEIX� RIGHTEND VIEIX/
<br /> MUST BE FLUSN WITH DISCNAR�E CHAMBER FLOOR. ALL GAPS PRETREATMENT/DISCHARGE
<br /> AROUND PIPES SNALL BE SEALED WATER TtGHT WITH A NON-SHRINK
<br /> GROUT PER MANUFACTURERS STANDARD CONNECTI�N DETAIL AND SHALL
<br /> MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS.
<br /> 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING ''`��
<br /> PIPES. INTERNAL BYPASS DISCLOSURE: �
<br /> 5. CONTRACTt1R RESPONSIBLE fOR INSTALLATION OF ALL RISERS, TREATMENT FLOW (CFS) 0.060 '�"`� �S� �
<br /> MANHOLES, AND HATCHES. GONTRACTOR TO GROUT ALL MANHOLES AND THE DESI�N AND CAPACITY OF THE PEAK CON�EYANCE METHOD T4 BE REIiIEWED � 4 `�',.�
<br /> NATCHES 1"0 MArCH FlNISNED SURFACE UNLESS SPEClFIEQ OTHERWISE, AND APPROI/ED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE OPERqT/NG HEAD (F7�) 2.8 �'� �
<br /> 6. DRIP OR SPRAY lRR1GATlON REQUIRED ON ALL UNITS WITH 1/E�ETATION, ASSESSED TO ENSURE NO UPSTREAM FLOODlNG. PEAK HGL AND BYPASS PRETREATMENT LOADIN� RATE (GPM/SF) 2.1 �"''� � -�
<br /> CAPACITY SHOWN ON DRAWING ARE USED FOR �UIDANCE ONLY. SEE SlZING � � , d �
<br /> G E N E RAL N OTES LETIER FOR CALCULATION OF THE PEAK FLOW. WEI�LAND MEDIA LOAD(NG RATE (GPM/SF) 1.0 4,:,, "�►� ��
<br /> 1. MANUFACTURER TO PR01/lDE ALL MATERIALS UNLESS OTHERWISE NOTED. r�f PRooucr oEscR�eEo Mnr eE PROPRlE7ARY AND CONFIDENTIAL: � ,�
<br /> 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO P��CTED BY ONE OR MORf OF ��+� M WS-L-�-6.33-C-UG ��'`� ��p�C�'�
<br /> 7HE fOLLOWlNG US PATEMS THE iNFORMADON CONfNNEO IN 7HlS DRAWING IS THE SOLE g i o �� C I ea n STORM WA TER BIOFIL TRA TION SVSTEM
<br /> CNANGE. FOR PROJECT SPECIFlC DRAWINGS DETAIUNG EXACr DIMENSIONS, WEIGHTS 7,425,262,• 7,470,362,• 7,674,378,� PROPERIY OF MODULAR Wf71ANDS SYSTEMS. ANY
<br /> AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 8,303,816,•RELATED fOREIGN REPRODUCAON 1N PART OR AS A WHOLE W11NOU7 TH£WRITIfN A Forterra Com an STANDARD DETAIL
<br /> PAIENIS OR OTN£R PA7ENTS PENDlNC PfRMISSlON OF MODUL4R Wt7LANDS SYS�fMS!S PRONIBITED.
<br /> V O
<br /> SITE SPECIFIC DATA ? N
<br /> �
<br /> � Pf?OJECT NUMBER 5599 (� (n � o
<br /> PROJECI' NAME UNDERWOOD GARTLAND JONNSON Z W � N 6'
<br /> � �
<br /> �3 S1TE CURBING Q �- > � �
<br /> PROJECT LOCAT/ON EYERE7T, WA DRAIN DOWN L/NE ��� � M BY OTHERS �/� ' Q � o �
<br /> STRUCTURE lD CB #J2 3-� � W � � � N
<br /> CURB OPENlNG U � L �
<br /> TREATMENT REQUIRED I/ERTIGAL � ,�.p,�-.T -� Q � � �
<br /> l/OLUME BASED (CF) FLOW BASED (CFS) UNDERDRAIN �.,:..,._. �� _ _ �� ; PRE-FILTER � � � O � �
<br /> MANIFOLD ` � � . �J�s. , CARTRIOGE , � (I� �� � c
<br /> r ,r3J. � � � � O
<br /> 0.016 � .�;�a ar'.'',��' i i � 'r ;, � a � � `- �
<br /> TREATMENT HGL A�AILABLE (fT) N/A �' - �� � � � W �-
<br /> Q Q a�
<br /> c v3„* tad��.'�i.'�i � �
<br /> .xa�s�t� .. . y � �
<br /> PEAK BYPASS REQUlRED (CFS) - lF APPUCABLE 0.24 ' " '�� ��"'�"���'�'` ; � ,
<br /> ��
<br /> � J. 1�f}dJ JJ3.iJ J3
<br /> WE7LANOMEDIA � � ���� Ip ������,�)���sp ' S � O G o
<br /> ..y?�S�.l.XS l i p'... e ,.J J�J."pJs f IJ t. i �..i 1 Q � tYJ
<br /> PIPE DATA l.E. MATERIAL DIAMETER BED �'.� � � ��-��3��
<br /> 3 /NLET PIPES N/A N/A N/A � �. � � � �
<br /> a PERIMET�� SE OTESE ,. "�ti>. ,;�.,t ��.� � p
<br /> w N " VOlO AREA ����' �: 6,MlN�4.SE���;������
<br /> 6 4-0 6 �
<br /> � OUTLET PIPES 465,00,� /K l2 �LAN V�EIXI �J�O#�-"'
<br /> �i PRETREATMENT BIOFILTf?ATION o�scHARCE LEFT END I//EIX/
<br /> o RlM ELEUATION �#6� �.8� '�&9:�$ 469.94 BIOFILTRATION REVISIONS: APPD.
<br /> o SURFACE LOAD PARKWAY PARKWAY PARKWAY � g-20-�7 �VM
<br /> � FRAME & e01/ER 36" X 60"
<br /> �
<br /> � WETL4NDMEDIA �OLUME (CY) 0.95
<br /> �
<br /> o WETLANDMEDIA DELl1/ERY METHOD PER CONTRACT
<br /> � ORIFICE SIZE (DlA. INCHES) �1.16" .�, SLIP-RESISTANT .� CURB
<br /> w
<br /> � NOTES.• � ��� HATCH ��� OPENING �
<br /> � __,.,�..�..�___-------- -
<br /> gI CURB OPEN/NG 46 9.9 4 �69:� ' ' � � � �
<br /> � , , :
<br /> Q INSTALLATION NOTES R ''u '. �°
<br /> �.:. � '�', � � 467.97 This Record Drawing has been prepared, in part, based
<br /> `'�'�°� '� ���''�''''-�' , � N � � � ; PEAK HGL on "As-Built" information provided by others.Though
<br /> � �'-�'l..;i�_�i::+.1?;:�.�.,;.�.'.:::.
<br /> '`'�''`=�'`'':�;`•�''°�` ti-�e a.� �uiit information and this dra+n�ing are k�ased on DATE: SEPTEMBER 2017
<br /> 0 1, CONTRACTOR TO PROI/lDE ALL LABOR, EQUlPMEN7; MATERIALS AND i .. . . � �. � � �_
<br /> o f:.�`,�'�;:;;;::_;:�;�, i
<br /> o lNCIDENTALS REQUIRED r0 OFFLOAD AND INSrALL THE SYSTEM AND '`'' � rv ° fLOW CONTROL ' � ' tt��� ae�� :;v�ilab!�� information, no presumption should �
<br /> i;.<.�.=:�:y;>;r�;;:;;�:; � DESIGN: JNM
<br /> �, APPURrENANCES lN ACCOR�ANCE WITH THIS DRAWING AND THE � 4 � RISER , ° � � t�e m �� re_'�irdin�f + P d a ing's accuracy. DRAWN: CD
<br /> o MANUFi4CTURERS SPECIFICATIONS, UNLESS OTNERWISE STATED lN } " ��r° � ' �
<br /> ', ' ,
<br /> o MANUFACTURERS CONTRACT. ���' ' �..{ _..��°�:.:.��:�� UT � :- ��3-' ��-�{-
<br /> o = � : �-��(,� > l �� CHECKED:
<br /> 0 2. UNIT MUST BE (NSTALLED ON LEt�EL BASE. MANUFACTURER °p � 465.00 ^ � oo �i�r d B y � �� r�a t e
<br /> X RECOMMENOS A MlNIMUM 6" LEIiEL ROCK BASE UNLESS SPECIFIED BY � � � I J REVISION
<br /> � THE PROJECT ENGINEER. CONTRACTOR !S RE5PONSlBLE TO I/ERIFY 6'" 6=6'" 6p RIGHT END VIEI,Y/ ! ����� ������ Perrnit InspecY�r NUMBER:
<br /> � PROJECT ENGINEERS RECOMMENDED BASE SPECIFI�`ATIONS ' " -�--� �" �"
<br /> � �-� PRETREATMENT/DISCHARGE �'rint N�rn�� & (i:.le `
<br /> �� 3. ALL PIPES MUST BE FLUSH WITH lNSIDE SURFACE OF CONCRETE ------- - ---�.---.-...--.-----.
<br /> °.a (PIPES CANNOT INTRUDE BEYOND FLUSH). IN�ERT OF OUTFLOW PlPE ELEV/�I T,ION V�EIrYI
<br /> ._...,��_ _ CALE:
<br /> �u MUSl BE FLUSH W/TH D/SCHARGE CHAMBER FLOOR. ALL GAPS
<br /> z AROUND PIPES SHALL BE SEALED WATER TlGNT WITH A NON-SHRINK PROJECT NUMBER:
<br /> � GROUT PER MANUFACTURERS STANDARD CONNECTION DEfAIL AND SHALL
<br /> m`m MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS U G DXO003
<br /> m m 4. CONTRACI"OR TO SUPPLY ANQ INSTALL ALL EXI"ERNAL CONNECTING WTERNAL BYPASS DISCLOSURE:
<br /> PIPES. TREATMENT FLOW CFS 0.060
<br /> 5. CONTRACTOR RESPONS/BLE FOR /NSTALLAT/ON OF ALL R/SERS, THE DES/GN AN� CAPAC/TY OF THE PEAK CONVEYANCE ME7H00 TO BE REI//EWED � � DRAWING FILE:
<br /> MANHOLES, AND HATCNES. CONTRACTOR TO 6ROUT ALL MANHOLES AND AND APPROI/ED BY THE £NGINEER OF RECORD. H6L(S� AT PEAK FLOW SHALL BE OPERATING HEAD (FO 2.8 EC-007-SD-UGDX0003_FEDEX-AB.dw
<br /> Q Q HATCHES TO MATCH F!NISHED SURFACE UNLESS SPECiFlFD OTHERWISE.
<br /> co�c, ASSESSED TO ENSURE NO UPSrRFAM FLOODING. PEAK HGL AND BYPASS
<br /> �v 6. ORIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH l/EGETATION. C A P A C I T Y S H O W N O N D R A W I N G A R E U S E D F O R G U I D A N C E O N L Y. S E E S l Z I N G PRETREArMENT LOADING RATE (GPM/SF) 2,1
<br /> �� LEITER FOR CALCULATION OF THE PEAK FLOW. SHEET NO.
<br /> �000 GENERAL NOTES WEI�L4ND MEDIA LOADING RATE (GPM/SF) 1.0
<br /> �� CALL 1. MANUFACTURER TO PR01/lDE ALL MATERIALS UNLESS OTHERWISE NOTED, THf PRODUCT DESCRf8E0 MAY Bf PROPRIETARY AND GONFIDENTIAL: � M V V S-L-4-6.33-C UG
<br /> �� PROlEC1E!)BY ONE OR MORE OF g i o � C i ea n R E C O R D D RA W I N G -
<br /> � 2 B U S I N ESS DAYS 2. ALL DIMENSIONS, ELEI/ATIONS, SPECIFICATIONS AND CAPAClTIES ARE SUBJECT TO 7}/E FOLLOW/NG US PATENIS• 7HE INfORAfAAON CONTNNED lN IHIS DRAWING IS 7HE SOIE _��
<br /> BEFORE YOU DIG CHANGE, FOR PROJECT SPECIFIC DRAWINGS DE7'AIUNG EXACT DIMENSIONS, WEIGHTS 7,425,262,• 7,470,362,• 7,674,378,• PROPERIY Of MODUTAR WEIIANDS SYSIEMS ANY � STORMWATER B/OFILTRAT/ON SYSTEM
<br /> �� AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 8,303,B16,•RfLATEO FORflGN R£PRODUC]lON IN PART OR AS A WHOLE WIIHOUT TH£WRI1lEN
<br /> @ F O R U T I L I TY L O CAT E PATENTS OR OTHER PAIENTS PfNDING PERMISSlON OF MODUtAR WE7lANDS SY57fMS IS PROHiBIlEO. A FOCt@rr8 C0111 an S TA NDA RD DETA lL
<br /> o� 1-800-424-5555
<br /> MAY 18, 2018 oF 12
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