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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 /> PROJfCT NUMBER 5599
<br /> PROJECT NAME UNDERWOOD GARTLAND JOHNSON
<br /> 63 .
<br /> PROJECT LOCATION El/ERETT, WA SITE CURB/N6 PRE-fILTER C�� DRA/N DOWN LINE �
<br /> STRUCTURE lD CB �19 BY OTHERS ����E C/L
<br /> TREATMENT REQUIRED - - - - - - - a ru�aoaE,vi,v� 479•24
<br /> �OLUME BASED (CF) FLOW BASED (CFS) R a - � ...- ..�,- .l VERTICAL ; ; ��
<br /> `� o "�' 77. �
<br /> _ �I. UNDERDR,4/N � _ �
<br /> 0.020 �v �, z ����� �i� MANIFOLO PEAK HGL ` � � , ^�"�
<br /> � ,i
<br /> TREATMENT H6L Al/AILABLE (FT) N/A \ � #j � '� � � � � v� �
<br /> ,. . ` � ' FLOW COMROL
<br /> PEAK BYPASS REQUIRED (CFS) - lF APPUCABLE 0.26 = -'- - .� ' � ° �
<br /> � '� � � � WETLANOMEDIA ! RISER
<br /> PIPE DATA L E. MATERIAL DIAMETER _ � � i ----� � BED ���
<br /> INLET PIPES N/A N/A N/A oo ��_Y^` � M� i� 474.41 �
<br /> OURET PIPE PATEMFD �
<br /> • SEE NOTES PER/METER � LEFT END I//EIX/ �
<br /> OUTLET PIPES 474.41 N/K 12" � �0/D AREA � �
<br /> � PLAN VIEW BIOF/LTRAT/ON
<br /> PRETREATMENT BIOFILTRATION DISCHARGE � U O
<br /> RlM ELEI/,4TION 479.24 479.24 479.24 J � � �
<br /> SURF,4CE LOAD PARKWAY PARKWAY PARKWAY � �'�/ Q
<br /> 1..` j
<br /> FRAME & CO�ER 36" X 60" W M"
<br /> WETLANDMEDlA 1/OLUME (CY) 0.95 0 � `, , W
<br /> WETLANDMEDIA DELI�ERY METHOD PER CONTRACT �.J � �
<br /> W �
<br /> Q Q � W
<br /> OR/FICE SlZE (DIA. INCHES) ��.16" CURB SUP-RESISTANT . J
<br /> NOTES.• OPEN/NG HATCH
<br /> C/L � C/L z O O W
<br /> � �
<br /> � i � � � O �7 �
<br /> � � �
<br /> INSTALLATION NOTES ` :; ; � L �j
<br /> � � -�v � � � � T
<br /> 1. CONTRACTOR TO PR01/!DE ALL LABOR, EQUIPMENT, MATERIALS AND a �r i � ` - � � y X
<br /> INCIDENTALS RE4UlRED TO OFFLOAD AND INSTALL THE SYSTEM AND ° ' ` '
<br /> APPURI"ENANCES lN ACCORDANCE WlTH THIS DRAW/NG AND THE f � �� � 1 � 3 � � ; ` f (n O m
<br /> M A N U F A C T U R E R S S P E C I F I C A T I O N S, U N L E S S O T N E R W I S E S T A T E D !N & � ' - W � O
<br /> � �^'jz A �. ,'t
<br /> MANUFACrURERS CONTRACT. � � ��- Q �
<br /> 2. UNIT MUST BE INSrALLED ON LEl/EL BASE. MANUFACTURER J '�
<br /> RECOMMENDS A MlNIMUM 6" LEIiEL ROCK BASE UNLESS SPECIFIED BY � �. � �_;�,=6_M/N �ASE� _ -:;� �, �
<br /> TNE PROJECT ENGINEER. CONTRACTOR lS RESPONSIBLE TO �ERIFY 6` 6'6' 6" 6" 4t 4'-�0" 6"
<br /> PROJECr ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 7'-6" 5'-0" �
<br /> 3. ALL PIPES MUST BE FLUSH WITH !NSIDE SURFACE OF CONCRETE.
<br /> (PIPES CANNOr INTRUDE BEYOND FLUSH). lNl/ERT OF OUT'FLOW PIPE ELEI/A T/ON V/EW RIGHT END VIEW
<br /> MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PRETREATMENT/D/SCHARGE
<br /> AROUND PlPES SHALL BE SEALED WATER TI�HT WITH A NON-SHRINK
<br /> 6ROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL
<br /> MEET OR EXCEED RE6/ONAL PIPE CONNECTION STANDARDS. \ '�
<br /> 4. CONTRACrOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTlN6 ��
<br /> PiPEs. I N T E R N A L B Y P A S S D I S C L O S U R E: rR�ar�wErvr Fcow (cFs) o.oso �
<br /> 5. CONTRACTOR RESPONS/BLE FOR /NSrALLAT/ON OF ALL R/SERS, THE DES/6N AND CAPAC/7Y OF THE PEAK CON�EYANCE METHOD TO BE REl/lEWED
<br /> MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND OPERATING HEAD (FT) 28 �
<br /> HATCHES TO MATCH FlNISHED SURFACE UNLESS SPECIFIED OTHERWISE. AND APPRO�ED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE 4'� � -- �'�
<br /> 6. DRIP OR SPRAY IRRIGArION REQUIRED ON ALL UNlTS WITH �E�ETATION. ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS PRETREATMENr LOADlN6 RATE (6PM/SF) Z 1 ."�!
<br /> CAPACITY SHOWN ON DRAWlN6 ARE USED FOR GUlDANCE ONLY. SEE SlZ/N6 � �
<br /> G E N E RA L N OTES LETrER FOR CALCULATION OF THE PEAK FLOW. WETL4ND MEDIA LDADING RATE (6PM/SF) 1.0 • N
<br /> 1. MANUFACTURER TO PRO�IDE ALL MATERIALS UNLESS OTHERWISE NOTED. n�E r�ucr oEscRieFo Aur e£ PROPRIETARY AND CONFIDENTIAL: � � � �
<br /> 2. ALL DIMENSIONS, ELEV,4TlONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO ��CTfOBYON£ORAIOREOF • � MWS-L-4-6..3.3-C-UG �,�, � ,�
<br /> 7NE FOLLOW/NG US PATENIS• 1HE INFORAIADON CON7AINED lN IN1S DRAW/NC lS THE SOLE B�O �4�„ CI��n STORMWA TER BIOFIL TRA TION SVSTEM � - 4�
<br /> CHAN�E. FOR PROJECT SPECIFIC DRAWIN�S DETAIUNG EXACT DIMENSlONS, WEIGHTS 7,425,262,• 7,470,361,• 7,674,378,• PROPfR1Y Of MODUTAR WEIIANOS S15TfMS. ANY
<br /> AND ACCESSORIES PLEASE CONTACT MAIVUFACTURER. s„w3a�s•REtar�FORE�cn� REPRODUCAON!N PARI OR AS A WHOLE WIIHOUT INE WRl77EN
<br /> PAIENTS OR OTN£R PA�ENIS PENDING PERMISSION OF MODUlAR WE7iAND5 SYS7EMS IS PROHIBITED. A FOI�@r�COI'I'I al'I STANDARD DETAIL
<br /> V O
<br /> O
<br /> SITE SPECIFIC DATA Z �
<br /> PRO✓ECT NUMBER 5599 N N � �
<br /> UNDERW000 GARTLAND JOHNSON Z W � � �
<br /> PROJECT NAME 63 SITE CURB/NG Q � .> � �
<br /> PROJECT LOCATION EYEREIT, WA ORA/N DOWN LINE ��� BY OTNERS ` o �
<br /> S T R U C T U R E l D C B #1 2 3'-0' ��� W a � � �
<br /> CURB OAENING � � � N
<br /> TREATMENT REQUIRED �R�� t- , Q O > � �
<br /> �OLUME BASED (CF) FLOW BASED (CFS) UNDERDR,4/N ..,.,..,... „ _ _ ; PRE-FILTER ; � � � �
<br /> MANIFOLD �� -"� � CARTRIDGE : � V� �L � �
<br /> 0.016 ,, �1�-••,-- 3 � , , = '�: � Q � � � �
<br /> ' �� , , ,: : � ;' � d
<br /> 7'REA1'MENT' HGL AI/AILABLE (FT) N/A \ : �: � ' ` � Q � W
<br /> PEAK BYPASS REQUIRED (CFS) - lF APPLICABLE 0.24 1 , ��;, , �,, ;;-r �' ; �� °� � ° ; O G o
<br /> m - � , Q Z �
<br /> WETLANDMEDIA Q �
<br /> PIPE DATA LE. MATERIAL DIAMETER BED �--`�_, .,�.;� � i.; � � �
<br /> INLET PIPES N�A N�A N�A �
<br /> � PATENTED OUTLE! PIPE ��n�. ,__��;.1�6 ,M/N &IS�,�� ° ��� �� O �
<br /> � PERIMETER SEE NOTES » �`� . .
<br /> W OUTLET PIPES 465.00 N/K 12" �OID AREA 6 4-0 6
<br /> 1'LAN VIEIX/ 5'o'
<br /> � PRETREATMENT BIOFILTRATION DISCNARGE LEFTEND V/EIX/
<br /> Mi RlM ELEIiATION 469.88 469.88 469.88 BIOFI[Tl2AT/ON REVISiONS: APPD.
<br /> 0
<br /> o SURFACE LOAD PARKWAY PARKWAY PARKWAY
<br /> x
<br /> � FRAME & CO�ER 36" X 60"
<br /> �
<br /> o WETLANDMEDIA l/OLUME (CY) 0.95
<br /> r��' WETLANDMEDIA DEUI/ERY METHOD PER CONTRACT
<br /> 0
<br /> wORIFICE SIZE (DIA. INCHES) r�1.16" .�, SUP-RESISTANT �, CURB
<br /> � NOTES• � ��� HATCH ��� OPEN/NG
<br /> w
<br /> w 469.88
<br /> _
<br /> CURB OPENlN
<br /> � � 1 E <
<br /> U i '�' E � 4 .
<br /> Q INSTALLATION NOTES ; ' : ;; " ;
<br /> , , i `� � � ' PEAK HGL
<br /> 0 1. CONTRACTOR 1'0 PR01/lDE ALL LABOR, EQUIPMENT; MATERIALS AND i � `i' �- � � DATE: AUGUST, 2017
<br /> � lNCIDENTALS REQUIRED TO OFFLOAD AND lNSrALL THE SYSTEM AND "' ' � FLOW CONTROL '
<br /> o z i + DESIGN: JNM
<br /> r, APPURTENANCES lN ACCORDANCE WITH THIS ORAWIN� AND THE f , 3: °�° � RISER o €:! '
<br /> o MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN ' ' ' � ' DRAWN: CD
<br /> , �u� � � E
<br /> o MANUFACTURERS CON)'RACT. � �-� " _ _ . -��� l U + ----- �c ,� CHECKED:
<br /> 0 2. UNIT MUST BE INSTALLED ON LEl/EL BASE. MANUFACTURER � = 465.00 r� ao REVISION
<br /> X RECOMMENDS A MlNIMUM 6" LEliEL ROCK BASE UNLESS SPECIFIED BY T N U M B E R:
<br /> ? THE PROJECT ENGINEER. CONTRACTOR lS RESPONSIBLE r0 I/ERIFY 6" 6�6" 6' R/GHT END VIEI X/ I
<br /> � PROJECT ENGJNEERS RECOMMENDED BASE SPECIFICATIONS. 7-6 PRETREATMENT/D/SCHARGE
<br /> o� 3. ALL PIPES MUST BE FLUSH WITH lNSIDE SURFACE OF CONCRETE. ELEI/ATION V/EI,1'/ SCALE:
<br /> � �� (P(PES CANNOr INTRUDE BEYOND FLUSH). lNl/ERT OF OUTFLOW PIPE
<br /> PLAN APPROVED
<br /> �
<br /> �iL MUSI' BE FLUSH WITH D/SCHARGE CHAMBER FLOOR. ALL GAPS !
<br /> Z AROUND PIPES SHALL BE SEALED WATER TIGNr WITH A NON-SNRINK , � � 23 ��. PROJECT NUMBER:
<br /> � � GROUT PER MANUFACTURERS STANDARD CONNECrION DETAIL AND SNALL puB R �s o
<br /> m m MEET OR EXCEED RE�IONAL PIPE CONNECTION STANDARDS. ' U G DXO003
<br /> �� �� 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING ' -�'- '
<br /> mm P I P E S INTERNAL BYPASS DISCLOSURE: ' �ce eRos�oN
<br /> TREATMENT FLOW (CFS) 0.060 P U B L I C W O R K S DRAWING FILE:
<br /> 5. CONTRACTOR RESPONSIBLE FOR /NSTALL4TlON OF ALL RISERS, 1"HE DESIGN AND CAPACITY OF THE PEAK CON�EYANCE METHOD TO BE REl/IEWED DEPARTMENT
<br /> �� M A N H O L E S, A N D N A T C H E S. C O N T R A C T O R T D G R O U T A L L M A N H O L E S A N D AND APPf?Ol/ED BY THE ENG/NEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE OPERATING HEAD (fT) 2.8 � u►AT� EC-007-SD-UGDX0003_FEDEX.dwg
<br /> HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. �` � �' ,f'1 ------- � Pus�c woruc� vErw:r :s
<br /> CAPACITY SHOWN ON DRAW/NGSAREQ USED FOR GUIDANCE ONLY.N�EEYSIZlN6 5�►� ' � �aEo �uoR To sT�arzNc
<br /> M�, 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH �EGETATION. PRETREATMENT LOADING RATE (GPM/SF) 2.1 I ER �y ���� on TM�
<br /> M M LE7TER FOR CALCUL4TlON OF THE PEAK FLOW. �� vao�cr. �aorru Foe �u SHEET NO. �
<br /> r.� GENERAL NOTES WETLAND MEDlA LOADING RArE (GPM/SF) 1.0 � _ �RWECT Ig CpND1TtONAL PER
<br /> O O CALL T��C , CURRENT CITY STANDARDS AND
<br /> N N 1. MANUFACTURER TO PRO�lDE ALL MATERIALS UNLESS OTHERWISE NOTED. n�£PRooUcr oEscwieEa�ur eE PROPRIETARY AND CONFIDENTIAL: � nn�/��c 2 - a�aes R-23-Zo�xuN�ss
<br /> N N PROlEC7FD BY ONE OR MORE OF �' /Y/ V Y✓-L-4-6.J����� PEIWIT fOR CONSrRUGTION HAS
<br /> N N 2 B U S I N E S S DAYS 2. ALL DIMENSIONS, ELEI/ATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO � �
<br /> �� C H A N G E. F O R P R O J E C r S P E C I F I C D R A W I N G S D E T A I L I N G E K A C T D I M E N S I O N S, W E I G H T S �4 2 5,2 6 2�W 7,4 7 0,3 6 2A�3 7 8,• �P�O F M O D�aNf W f T L A N D S/S Y S I E M�A N Y�E S� B I O ' ' C I��� STORMWATER BIOFILTRAT/ON SYSTEM crrY r G EER OEEN ISSIlED.
<br /> BEFORE YOU DIG
<br /> �� AND ACCESSOR/ES PLEASE CONTACT MANUFACrURER. s,3o3a�s,�Rfcn�FORE�cw REPRODUCIION/N PART OR AS A WHOL£Wl1F1011T lHf WRIITEN STANDARD DETAIL
<br /> � FOR UTILITY LOCATE PAIEMS OR OTHER PATENIS PENDING P£RMrss�a�o�,uoou�w w�ru�vos srs�+s�s P�oH�e�. A Forterra Com an OF � Z
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