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HomeMy WebLinkAbout19_C403B__CIVIL DETAILS SITE PLAN PACKAGE B_12.23.20209" SUMP REVE7001-110-189DWG NO.1 OF 1SHEET1:20SCALEDWG SIZEA 3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIALDATEREVISED BY 03-29-06DATE EBCDRAWN BY03-11-16 NMH (5) ADAPTERANGLESVARIABLE 0° - 360°ACCORDING TOPLANS(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. BASED ONMANUFACTURING REQ.)4" MIN MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)NYLOPLAST 12" DRAIN BASIN:WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVCTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0654 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.®©2013 NYLOPLAST SEE PLAN FOR GRATE TYPE. R E V D 7 0 0 1 - 1 1 0 - 2 0 6 D W G N O . 1 O F 1 S H E E T 1 : 4 S C A L E D W G S I Z E A 3 1 3 0 V E R O N A A V E B U F O R D , G A 3 0 5 1 8 P H N ( 7 7 0 ) 9 3 2 - 2 4 4 3 F A X ( 7 7 0 ) 9 3 2 - 2 4 9 0 w w w . n y l o p l a s t - u s . c o m 1 2 I N D O M E G R A T E T I T L E P R O J E C T N O . / N A M E M A T E R I A L D A T E R E V I S E D B Y D A T E D R A W N B Y T H I S P R I N T D I S C L O S E S S U B J E C T M A T T E R I N W H I C H N Y L O P L A S T H A S P R O P R I E T A R Y R I G H T S . T H E R E C E I P T O R P O S S E S S I O N O F T H I S P R I N T D O E S N O T C O N F E R , T R A N S F E R , O R L I C E N S E T H E U S E O F T H E D E S I G N O R T E C H N I C A L I N F O R M A T I O N S H O W N H E R E I N R E P R O D U C T I O N O F T H I S P R I N T O R A N Y I N F O R M A T I O N C O N T A I N E D H E R E I N , O R M A N U F A C T U R E O F A N Y A R T I C L E H E R E F R O M , F O R T H E D I S C L O S U R E T O O T H E R S I S F O R B I D D E N , E X C E P T B Y S P E C I F I C W R I T T E N P E R M I S S I O N F R O M N Y L O P L A S T . 3 - 1 0 - 1 1 E B C ® © 2 0 1 1 N Y L O P L A S T D U C T I L E I R O N 3 - 6 - 0 6 E B C A A D D U C T I L E I R O N R A I N S T O W ATERW A Y S N Y L O P L A S T D O N O T P O L L U T E S E C T I O N A - A 5 . 0 0 Ø 1 3 . 3 8 A P P R O X . D R A I N A R E A = 8 2 . 8 7 S Q I N A P P R O X . W E I G H T = 1 8 . 5 0 L B S D I M E N S I O N S A R E F O R R E F E R E N C E O N L Y A C T U A L D I M E N S I O N S M A Y V A R Y D I M E N S I O N S A R E I N I N C H E S Q U A L I T Y : M A T E R I A L S S H A L L C O N F O R M T O A S T M A 5 3 6 G R A D E 7 0 - 5 0 - 0 5 P A I N T : C A S T I N G S A R E F U R N I S H E D W I T H A B L A C K P A I N T L O C K I N G D E V I C E A V A I L A B L E U P O N R E Q U E S T 1 2 9 9 C G D P L A N V I E W B - B N . T . S . F I B E R G L A S S S E P A R A T I O N C Y L I N D E R A N D I N L E T C E N T E R O F C D S S T R U C T U R E , S C R E E N A N D S U M P O P E N I N G P V C H Y D R A U L I C S H E A R P L A T E VARIES 24.00 2 1 . 0 0 E L E V A T I O N A - A N . T . S . F I B E R G L A S S S E P A R A T I O N C Y L I N D E R A N D I N L E T S O L I D S S T O R A G E S U M P S E P A R A T I O N S C R E E N O U T L E T P I P E , S E E P I P E F O R S I Z E A N D M A T E R I A L P V C H Y D R A U L I C S H E A R P L A T E P E R M A N E N T P O O L E L E V . O I L B A F F L E S K I R T C O N T R A C T O R T O G R O U T T O F I N I S H E D G R A D E G R A D E R I N G S / R I S E R S A A I . D . O F M A N H O L E S T R U C T U R E V A R I E S . S E E P L A N T O P S L A B A C C E S S F L O W F L O W I N L E T P I P E , S E E P I P E F O R S I Z E A N D M A T E R I A L A B C D A B C D 12 3 4 5 12 3 4 5 C O P Y R I G H T G G L O . A L L R I G H T S R E S E R V E D . O R I G I N A L S H E E T S I Z E I S 2 4 " x 3 6 " S H E E T N O . S H E E T T I T L E G G L O P R O J E C T M A N A G E R : G G L O P R I N C I P A L I N C H A R G E : P R O J E C T N O . : O W N E R A P P R O V A L : M A R K D A T E D E S C R I P T I O N R E V I S I O N S P R O J E C T : O W N E R : P R O J E C T A D D R E S S : 1 3 0 1 F i r s t A v e n u e , S u i t e 3 0 1 S e a t t l e , W A 9 8 1 0 1 h t t p : / / w w w . g g l o . c o m C o n n i e S t . G e o r g e T o m S h e l d o n E n t e r a d d r e s s h e r e T H E C O T T O N W O O D P R O J E C T T H E C O T T O N W O O D P R O J E C T , L L C 3 1 1 2 L O S F E L I Z B O U L E V A R D L O S A N G E L E S , C A L I F O R N I A 9 0 0 3 9 M A R K D A T E D E S C R I P T I O N 2 0 1 9 1 1 1 . 0 1 ® A 1 1 / 0 4 / 2 0 2 0 F O R M A L S I T E P L A N S U B M I T T A L T H I S I S A N I N - D E S I G N P R O G R E S S S E T F O R C O O R D I N A T I O N O F D E S I G N I N T E N T . I T D O E S N O T R E P R E S E N T F I N A L D O C U M E N T S O R E X T E N T O F C O N S T R U C T I O N R E Q U I R E M E N T S . 1 2 / 2 3 / 2 0 2 0 F O R M A L S I T E P L A N R E S U B M I T T A L B 1 2 / 2 3 / 2 0 2 0 F O R M A L S I T E P L A N R E S U B M I T T A L 1 C 4 0 3 B C I V I L D E T A I L S S I T E P L A N P A C K A G E ' B ' 1C403BSTANDARD STORM INLET G E N E R A L N O T E S 1 . C O N T E C H T O P R O V I D E A L L M A T E R I A L S U N L E S S N O T E D O T H E R W I S E . 2 . F O R F A B R I C A T I O N D R A W I N G S W I T H D E T A I L E D S T R U C T U R E D I M E N S I O N S A N D W E I G H T S , P L E A S E C O N T A C T Y O U R C O N T E C H E N G I N E E R E D S O L U T I O N S L L C R E P R E S E N T A T I V E . w w w . c o n t e c h E S . c o m 3 . C D S W A T E R Q U A L I T Y S T R U C T U R E S H A L L B E I N A C C O R D A N C E W I T H A L L D E S I G N D A T A A N D I N F O R M A T I O N C O N T A I N E D I N T H I S D R A W I N G . 4 . S T R U C T U R E S H A L L M E E T A A S H T O H S 2 0 . 5 . P V C H Y D R A U L I C S H E A R P L A T E I S P L A C E D O N S H E L F A T B O T T O M O F S C R E E N C Y L I N D E R . R E M O V E A N D R E P L A C E A S N E C E S S A R Y D U R I N G M A I N T E N A N C E C L E A N I N G . I N S T A L L A T I O N N O T E S A . A N Y S U B - B A S E , B A C K F I L L D E P T H , A N D / O R A N T I - F L O T A T I O N P R O V I S I O N S A R E S I T E - S P E C I F I C D E S I G N C O N S I D E R A T I O N S A N D S H A L L B E S P E C I F I E D B Y E N G I N E E R O F R E C O R D . B . C O N T R A C T O R T O P R O V I D E E Q U I P M E N T W I T H S U F F I C I E N T L I F T I N G A N D R E A C H C A P A C I T Y T O L I F T A N D S E T T H E C D S M A N H O L E S T R U C T U R E ( L I F T I N G C L U T C H E S P R O V I D E D ) . C . C O N T R A C T O R T O A D D J O I N T S E A L A N T B E T W E E N A L L S T R U C T U R E S E C T I O N S , A N D A S S E M B L E S T R U C T U R E . D . C O N T R A C T O R T O P R O V I D E , I N S T A L L , A N D G R O U T P I P E S . M A T C H P I P E I N V E R T S W I T H E L E V A T I O N S S H O W N . E . C O N T R A C T O R T O T A K E A P P R O P R I A T E M E A S U R E S T O A S S U R E U N I T I S W A T E R T I G H T , H O L D I N G W A T E R T O F L O W L I N E I N V E R T M I N I M U M . I T I S S U G G E S T E D T H A T A L L J O I N T S B E L O W P I P E I N V E R T S A R E G R O U T E D . 6 C 4 0 3 B S T O R M W A T E R T R E A T M E N T U N I T 5C403BLANDSCAPE DRAIN STRUCTURE 4 C 4 0 3 B L A N D S C A P E D O M E G R A T E 2C403BCOMBI N A T I O N M A N H O L E / I N L E T 3 C 4 0 3 B S T O R M M A N H O L E S T R U C T U R E