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Old Town Phase 4-160210
11200 SEAGOVILLE ROAD, BALCH SPRINGS, TX 75180 ● TELEPHONE 214-660-3662 ● FACSIMILE 214-660-3626 KNOWLEDGE EXPERIENCE SERVICE OLD TOWN ADDITION PH4 COPPELL, TEXAS CONTRACTOR: CHIENER LLC. QUESTIONS: PLEASE CONTACT Jason Weiser 817-909-5612 2 STORM • PRECAST STRUCTURES SANITARY • PVC SEWER PIPE • DETECTABLE TAPE • STEEL CASING PIPE, SPACERS, AND END SEALS • MANHOLE RING & COVERS • PRECAST STRUCTURES • FITTINGS • LATERAL CLEANOUTS **STORM** **SANITARY** D 3 0 3 4 & F 6 7 9 S E W E R S P E C I F I C A T I O N S D A T A PVC Pipe for the 21st Century™ Product Description: Dia m o nd grav i t y s e w e r p ip e 4 inche s t hro u gh 4 8 inche s shall b e m ad e o f co mp o unds conf o r ming t o m a t e rial re q uire m e n t s of AS T M D 3 0 3 4 and AS T M F 6 7 9 (Anne x ) in accordance w i t h AS T M D 1 7 8 4 . Dia m o nd PVC Se w e r Pip e m e e t s all t he di m e ns io nal, che mical, and ph y s ical re qu ire m e n t s as o u t lin e d in AS T M D 3 0 3 4 and AS T M F 6 7 9 . T h e p ip e size s 4 inche s t hro u gh 4 8 inche s are m ade w i t h an int e g ral b e ll “w a t e r-t ig ht ” jo int t ha t m e e t s t he re q uir e m e n t s o f AS T M D 3 2 1 2 and t ha t u t ilize s a R ie b e r g ask e t s y s t e m f o r s e aling t ha t m e e t s t h e r e q u ire m e n t s o f AS T M F 4 7 7 . Each male e nd shall b e b e v e le d t o f acilit a t e jo i ning and re f e re ncing mark e d f o r pr o p e r ins e r t i o n d e p t h. Dia m o nd furnishe d lu b ricant is t o b e u s ed in t h e j o ining p r oc e ss . Physical Properties: Pipe Stiffness Pipe Modulus SDR E = 400,000 E = 500,000 41 28 35 35 46 57 26 115 144 SHORT FORM Specification for Diamond PVC Solid-Wall Sew er Pip e SDR 26 or SDR 35 or PS 46 or PS 115 Diamond PVC Solid-Wall S ew er Pipe sh all be m ade o f compounds conforming to ASTM D1784 manufactu red in accord ance with the m aterial requiremen ts of ASTM D3034 or ASTM F679. Diamond PVC Sew er P ipe mu st m eet all dimensional, chemical, and physical requirem ents as outlined in ASTM D3034 and ASTM F679 or ASTM F679 ANNEX. Diamond PVC Sewer Pip e shall be installed according to th e requirem ents of ASTM D2321, Joints shall meet th e requirem ents of ASTM D3212 and shall be form ed using Rieber Technology. Uni-B ell UN I-PUB 6 , “and th e manufacturer’s requirements ASTM D3034 & ASTM F679 Pipe Materials: Pipe shall be made o f PVC plastic having a minimu m c ell classification of 12454 or 12364 as d efined in Specific ation D1784. Properties of PVC 12364 Property ASTM Min imum Test Specific Grav ity D792 1.47 Tens ile S trength , ps i D638 6,000 IZOD Imp act S trength D256 .65 Ft.,lb./in. of notch Diamond Plastics Corporation ◊ 1212 Johnstown Road ◊ Grand Island, Nebraska 68803 ◊ 308.384.4400 ASTM D3034 & F679 Specification Data Rieber Joint Illustration Sta nda rd Layi ng Le ngths a re 14’ & 20’ D3034 Pipe Dimensions F679 & Annex Pipe Dimensions “Possession of this p a ge does not constitute an offer to sell.” Nominal Pi pe Size Outside Di ameter A Bell Socket Di ameter B Socket Depth C Insert M ark D W all Thickness SDR 2 6 (t) W all Thickness SDR 3 5 (t) 4 4 .2 1 5 5 1/4 4 5/8 ” 4 0 .1 6 2 0 .1 2 0 6 6 .2 7 5 7 1/2 4 ¾” 4 0 .2 4 1 0 .1 8 0 8 8 .4 0 0 9 7/8 6 1/8 ” 5 0 .3 2 3 0 .2 4 0 1 0 1 0 .5 0 0 1 2 3/8 6 ¾” 6 0 .4 0 4 0 .3 0 0 1 2 1 2 .5 0 0 1 4 5/8 7 ¼” 6 0 .4 8 1 0 .3 6 0 1 5 1 5 .3 0 0 1 8 6 ¾” 6 0 .5 8 8 0 .4 3 7 Nominal Pi pe Size Outside Di ameter A Bell Socket Di ameter B Socket Depth C Insert M ark D W all Thickness P S 1 1 5 (t) W all Thickness P S 4 6 (t) 1 8 1 8 .7 0 1 2 1 ¾” 7 ¾” 7 ” 0 .7 1 9 0 .4 9 9 2 1 2 2 .0 4 7 2 5 ½” 7 ¾” 7 ” 0 .8 4 8 0 .5 8 8 2 4 2 4 .8 0 3 2 8 ¾” 8 ½” 7 ¼” 0 .9 5 4 0 .6 6 1 2 7 2 7 .9 5 3 3 2 ½” 8 ½” 7 ¼” 1 .0 7 5 0 .7 4 5 3 0ciod 3 2 .0 0 0 3 7 ¼” 1 2” 1 0” 1 .2 3 1 0 .8 5 3 3 6ciod 3 8 .3 0 0 4 3 ¼” 1 2” 1 0” 1 .4 7 3 1 .0 2 1 4 2ciod 4 4 .5 0 0 5 3” 1 6” 1 3” 1 .1 8 7 4 8ciod 5 0 .8 0 0 6 0” 1 6” 1 3” 1 .3 5 5 Diamond Plastics Corporation ◊ 1212 Johnstown Road ◊ Grand Island, Nebraska 68803 ◊ 308.384.4400 Detectable Underground Utility Marking Tape Specifications, Test Data & Color Codes 1. Specifications Tape consist s o f a minimum 5.0* mil overall thickness, wit h a 0.35 mil (0.00035”) solid aluminum fo il core. Construction is 0.8 mil clear film, reverse print laminated to an aluminum fo il to 3.75 MIL clear film, making the film permanent ly printed and plowable. All Presco Products tape meets or exceeds the industry standards including the American Public Works Associat ion (APWA) color code. 2. Test Data Method Value Thickness ASTMD2103 5.0 mil Tensile Strength ASTMD882 35 lbs/inch (7,000 PSI) Elongation ASTMD882-75B 80 % Colors APWA CODED See below Bond Strength BOILING WATER 5 hours w/o peel Adhesives MFG. SPECS Morton 548 or equivalent Bottom Layer MFG. SPECS Virgin PE Top Layer MFG. SPECS Virgin PET Fo il MFG. SPECS Industry Standard Message Repeat MFG. SPECS Var ies per legend Inks MFG. SPECS AXL II Flexibilit y ASTM 671-76 Pliable hand Printabilit y ASTMD 2578 45 Dynes 3. Color Code Blue Wat er & Associated Lines Brown Force Mains & Associated Lines Green Sanitary & Associat ed Lines Orange Teleco mmunicat ions & Telephone Lines Purple Reclaimed Water Lines Red Electric & Associat ed Lines Yellow Gas & Associated Lines 4. Burial Depths Maximum Det ectable Bur ial range is as fo llo ws. Bear in mind the t ypes of locat ors utilized have a direct input on depth. 2” 6” to 12” 3” 12” to 24” 6” 22” to 30” * Values are a nominal + or - 10% to allow for manufacturing variance Presco 1201 E. Pecan Sh erman, TX 75090 ph: 800.527.3295 fax: 903.893.2328 P.O. Box 441 - Weatherford, Texas 76086 Page 1 February 22, 2017 ATTN: Sonny Weiser Fortiline Waterworks 11200 Seagoville Road Balch Springs, Texas 75180 RE: Submittal for Steel Encasement Pipe for Old Town Addition Ph 4 – Coppell, Texas Dear Sonny Weiser, QFC Services, LLC will be furnishing the following steel casing pipe material in reference to the above mentioned job. 30’ 16” x .312w x 52.32# New Steel Casing Pipe with a 36,000 psi minimum yield and 60,000 psi min tensile strength. All steel encasement pipe provided will meet or exceed minimum requirements and specifications for ASTM A53/ASTM A139 Grade B. All steel casing pipe provided to be coated and lined with bituminous coating. All casing will be delivered in specified lengths per purchaser with beveled by square cut ends. Sincerely, Bennett Boone QFC Services (254) 592-9298 NORTH AMERICA ® Benefit today. Save down the line. 1 2 • Ma n u f a c t u r e d e n t i r e l y o u t o f h i g h - d e n s i t y p o l y e t h y l e n e w i t h NO METAL BOLTS OR AT T A C H M E N T S R E Q U I R E D . • Qu i c k l y a n d e a s i l y a s s e m b l e d b y m a n u a l l y f i t t i n g e l e m e n t s o n e i n t o t h e o t h e r . • S p a c e r s s l i d e i n t o c a s i n g w i t h e a s e . • To o t h i n s e r t i o n m e t h o d a l l o w s o n s i t e a d j u s t m e n t t o f i t a w i d e r a n g e o f p i p e d i a m e t e r s a n d c o a t i n g s . • Sp a c e r s m a i n t a i n c o n t i n u a l l o n g - t e r m s u p p o r t f o r t h e c a r r i e r p i p e a n d i t s c o n t e n t s . • PR O V I D E C O N S T A N T P R O J E C T I O N S A R O U N D T H E E N T I R E C I R C U M F E R E N C E OF T H E C A R R I E R P I P E . A m i n i m u m o f 1 p r o j e c t i o n f o r e v e r y 1 i n c h o f c a r r i e r p i p e O . D . • P r o v i d e l o n g t e r m c o r r o s i o n p r o t e c t i o n . • Ca n b e i n s t a l l e d o n c o a t e d o r p l a i n c o n c r e t e , d u c t i l e i r o n , p l a s t i c a n d s t e e l p i p e . • S p a c e r s m a i n t a i n g r a d e d u r i n g i n s t a l l a t i o n R a c i s p a c e r s o f f e r m a n y a d v a n t a g e s o v e r t h e s t a n d a r d s k i d a n d s t r a p ap p l i c a t i o n a n d o v e r o t h e r m o d e l s o f m a n u f a c t u r e d s p a c e r s . T h e s t r o n g e s t a n d s a f e s t c a s i n g s p a c e r s o l u t i o n . Ma n u f a c t u r e d b y i n j e c t i o n m o l d i n g , o u r H D P E s p a c e r h a s h i g h i m p a c t st r e n g t h a n d a l o w c o e f f i c i e n t o f f r i c t i o n w h i c h e x c e e d s i n d u s t r y s t a n d a r d s . Ea c h s p a c e r e l e m e n t r e p r e s e n t s a f l e x i b l e se c t i o n t h a t h a s a t o o t h e d m a l e b u t t s t r a p at o n e e n d a n d a n a p p r o p r i a t e l y t o o t h e d fe m a l e s l o t o n t h e o t h e r e n d . A b s o l u t e l y n o me t a l l i c p a r t s a r e i n v o l v e d i n t h e i r a s s e m b l y . Th i s d e s i g n a l l o w s f o r o n s i t e a d j u s t m e n t s fo r a n y v a r i a n c e s w i t h i n t h e O . D . r a n g e . Co u p l e d w i t h t h e i r f l e x i b i l i t y t h e y c o v e r a l l ty p e s o f p i p e f r o m O . D . r a n g e 1. 6 5 i n c h e s ( 4 2 m m ) a n d u p w a r d . Ra o v ap o f Ra c i h a s b e e n t h e g l o b a l l e a d e r i n c a s i n g sp a c e r t e c h n o l o g y s i n c e 1 9 5 2 . O u r u n i q u e l y de s i g n e d , e n g i n e e r e d a n d p a t e n t e d s p a c e r s ar e w i d e l y r e s p e c t e d a n d o u r d e p e n d a b i l i t y ha s m a d e u s t h e n u m b e r o n e c h o i c e o f sp e c i f i e r s a n d i n s t a l l e r s w o r l d w i d e . Ou r I S O 9 0 0 1 : 2 0 0 0 C E R T I F I C A T I O N e n s u r e s th a t R a c i S p a c e r s c o n s i s t e n t l y p r o v i d e s o u r cu s t o m e r s w i t h t h e h i g h e s t s t a n d a r d of p r o d u c t s a n d s e r v i c e . 3 4 Ra c i c a s i n g s p a c e r s a n d d u a l c o n t a i n m e n t p i p e s p a c e r s a r e a v a i l a b l e f o r p i p e si z e s 1 . 6 5 ” t o 1 5 0 ” + ( 4 2 m m t o 3 8 0 0 m m + ) . O u r c u s t o m e r s a r o u n d t h e w o r l d us e R a c i s p a c e r s f o r a r a n g e o f a p p l i c a t i o n s . • m u n i c i p a l w a t e r p i p e a n d w a t e r t r a n s m i s s i o n p i p e l i n e c a s e d c r o s s i n g s • m u n i c i p a l s e w e r p i p e c a s e d c r o s s i n g s • o i l a n d g a s p i p e l i n e c a s e d c r o s s i n g s a n d c a s i n g s a l o n g h i g h w a y s , r o a d s a n d r a i l r o a d s • d r a i n a g e l i n e s t h a t n e e d t o b e p r o t e c t e d a n d i n d o u b l e c o n t a i n m e n t • du a l c o n t a i n m e n t p i p e a p p l i c a t i o n f o r w a s t e w a t e r a n d h a z a r d o u s m a t e r i a l s ( f o r c o n c e n t r a t e d ha z a r d o u s m a t e r i a l s p l e a s e c o n t a c t y o u r d i s t r i b u t o r f o r c h e m i c a l r e s i s t a n c e t a b l e s ) On r e q u e s t s p a c e r s c a n b e m a n u f a c t u r e d i n o t h e r t y p e s o f p l a s t i c m a t e r i a l ac c o r d i n g t o t h e m e c h a n i c a l a n d t e m p e r a t u r e r e q u i r e m e n t s o f t h e a p p l i c a t i o n . Yi e l d S t r e n g t h 3 6 2 5 P S I 2 5 N / m m 2 A S T M D 6 3 8 Te n s i l e S t r e n g t h 2 9 0 0 P S I 2 0 N / m m 2 A S T M D 6 3 8 El o n g a t i o n a t B r e a k 8 0 0 % 8 0 0 % A S T M D 6 3 8 Ha r d n e s s S h o r e D 6 5 6 5 A S T M D 2 2 4 0 Mi n i m u m W o r k i n g T e m p e r a t u r e - 4 ° F - 2 0 ° C Di e l e c t r i c S t r e n g t h > 9 4 0 K v / i n c h > 3 7 K v / m m A S T M 1 4 9 / 6 4 UV L S t a b i l i z a t i o n Y e s Y e s Ph y s i c a l C h a r a c t e r i s t i c s Ra c i H i g h D e n s i t y P o l y e t h y l e n e S p a c e r s C u s t o m e r s a r o u n d t h e w o r l d u s e R a c i sp a c e r s f o r a w i d e r a n g e o f a p p l i c a t i o n s . A l l R a c i i n s u l a t o r s a n d s p a c e r s m e e t t h e f o l l o w i n g cr i t e r i a f o r s e p a r a t i n g c a s i n g a n d c a r r i e r p i p e s : • E n s u r e s e l e c t r i c a l i n s u l a t i o n b e t w e e n t h e t w o p i p e s • P e r m a n e n t l y p r e v e n t b e l l s f r o m s l i d i n g o r r e s t i n g o n c a s i n g p i p e • F a s t e n s t i g h t l y o n t h e c a r r i e r p i p e t o e n s u r e n o h o r i z o n t a l m o v e m e n t d u r i n g i n s e r t i o n • M a d e o f m a t e r i a l s w h i c h d o n o t c o n d u c t e l e c t r i c i t y a n d a r e p e r m a n e n t l y r e s i s t a n t t o c h e m i c a l c o r r o s i o n • R e s i s t a n t t o b o t h m e c h a n i c a l a n d t h e r m a l s h o c k s a n d s t r e s s e s p a r t i c u l a r l y d u r i n g i n s t a l l a t i o n • Pr o v i d e c o n s t a n t p r o j e c t i o n s a r o u n d t h e e n t i r e c i r c u m f e r e n c e o f t h e c a r r i e r p i p e . A m i n i m u m o f 1 p r o j e c t i o n f o r e v e r y 1 i n c h o f c a r r i e r p i p e O . D . S p e c i a l A p p l i c a t i o n s Ca s i n g s p a c e r s a r e u s e d t o i n s t a l l c a r r i e r pi p e i n s i d e t h e e n c a s e m e n t p i p e i n o r d e r to p r o v i d e s u p p o r t a r o u n d t h e p e r i p h e r y of t h e p i p e a s i t t w i s t s w h i l e b e i n g pu s h e d t h r o u g h t h e c a s i n g . Th e i n n o v a t i o n a n d e n g i n e e r i n g b e h i n d Ra c i S p a c e r s pr o v i d e s y o u w i t h t h e b e s t lo n g - t e r m pr o t e c t i o n . 5 6 Th e s e l e c t i o n o f s p a c e r t y p e d e p e n d s o n t h e f o l l o w i n g d i m e n s i o n s : • e x a c t c a r r i e r p i p e O . D . • e x a c t b e l l , f l a n g e o r c o u p l i n g O . D . • e x a c t c a s i n g P i p e I . D . • c l e a r a n c e d e s i r e d b e t w e e n c a s i n g a n d c a r r i e r p i p e • l e n g t h o f a p p l i c a t i o n • l i n e a r w e i g h t o f f i l l e d c a r r i e r p i p e Sm a l l U p t o 1 7 7 m m o r 7 i n c h e s S / T o r C / D / I U p t o 3 0 4 m m o r 1 2 i n c h e s A / B Me d i u m U p t o 5 0 8 m m o r 2 0 i n c h e s F / G U p t o 8 3 8 m m o r 3 3 i n c h e s M / N o r P / Q La r g e U p t o 1 2 7 0 m m o r 5 0 i n c h e s L U p t o 3 8 1 0 m m o r 1 5 0 i n c h e s E / H Ap p r o p r i a t e s p a c e r s e l e c t i o n a n d i n s t a l l a t i o n pr o v i d e s t h e b e s t l o n g - t e r m p r o t e c t i o n . W i t h t h e i n f o r m a t i o n b e l o w a n d u s i n g o u r s e l e c t i o n c h a r t s , t h e t y p e a n d n u m b e r o f s p a c e r el e m e n t s r e q u i r e d f o r e a c h r i n g a n d h o w f a r t h e y w i l l b e s p a c e d c a n b e d e t e r m i n e d . Sp a c e r s e l e c t i o n s i m p l i f i e d . Ca r r i e r P i p e O . D . R e c o m m e n d e d S p a c e r Ra c i S p a c e r s a r e d i v i d e d i n t o 3 g r o u p s w h i c h a d d r e s s a w i d e r a n g e o f p i p e s i z e s , a n d w e i g h t s . I n d i v i d u a l sp a c e r s w i t h i n e a c h g r o u p h a v e s p e c i f i c l o a d c a r r y i n g c a p a c i t i e s . T h e t a b l e s b e l o w s t a t e t h e s e f i g u r e s w i t h a bu i l t i n s a f e t y f a c t o r . A l l o f t h e s e f a c t o r s m u s t b e v e r i f i e d t o d e t e r m i n e t h e b e s t s p a c e r t y p e f o r t h e a p p l i c a t i o n . Sp a c e r E l e m e n t s F, G 7 6 – 5 0 8 m m O . D . 2 5 , 4 1 , 6 0 , 7 5 m m 3 – 2 0 i n c h O . D . . 9 8 , 1 . 6 , 2 . 3 6 a n d 2 . 9 5 i n c h e s M, N 1 5 2 – 8 3 8 m m O . D . 1 8 , 2 5 , 3 6 , 4 1 , 5 0 , 7 5 , a n d 9 0 m m 6 – 3 3 i n c h O . D . . 7 , . 9 8 , 1 . 4 2 , 1 . 6 1 , 1 . 9 7 , 2 . 9 5 , a n d 3 . 5 4 i n c h e s P, Q 1 5 2 – 8 3 8 m m O . D . 1 1 0 a n d 1 2 0 m m 6 – 3 3 i n c h O . D . 4 . 3 3 a n d 4 . 7 3 i n c h e s M e d i u m Sp a c e r D i a m e t e r P i p e R a n g e R u n n e r H e i g h t A v a i l a b l e L 3 5 5 – 1 2 7 0 m m O . D . 2 5 , 5 0 , 7 5 , 1 0 0 , 1 2 5 , 1 5 0 , 1 7 5 , 2 0 0 m m 14 – 5 0 i n c h O . D . . 9 8 , 1 . 9 7 , 2 . 9 5 , 3 . 9 4 , 4 . 9 2 , 5 . 9 1 , 6 . 8 9 a n d 7.87 inches E, H 4 0 6 – 3 8 1 0 m m O . D . 2 5 , 4 1 , 6 0 , 7 5 , 9 0 , 1 1 0 a n d 1 3 0 m m 16 – 1 5 0 i n c h O . D . . 9 8 , 1 . 6 , 2 . 3 6 , 2 . 9 5 , 3 . 5 4 , 4 . 3 3 , 5 . 1 1 i n c h e s La r g e Sp a c e r D i a m e t e r P i p e R a n g e R u n n e r H e i g h t A v a i l a b l e S, T 5 0 – 1 7 7 m m O . D . 2 0 m m 2 – 7 i n c h O . D . . 7 9 i n c h e s C, D , I 5 0 – 2 0 3 m m O . D . 1 5 m m 2 – 8 i n c h O . D . . 5 9 i n c h e s A, B 5 0 – 3 0 4 m m O . D . 1 9 , 3 6 a n d 5 0 m m 2 – 1 2 i n c h O . D . . 7 5 , 1 . 4 2 a n d 1 . 9 7 i n c h e s Sm a l l Sp a c e r D i a m e t e r P i p e R a n g e R u n n e r H e i g h t A v a i l a b l e The Advance Standard Model AW W raparound casing end seal is manufactured of 1/8” thick neoprene rubber, assuring excellent chemical resistance and resiliency. Also included are ½” wide T304 stainless steel bandings with 100% non-magnetic worm gear mechanism. The Model AW casing end seal has butyl mastic strips to seal edges, and is designed to facilitate installation when the carrier line has already been joined together and the installation is complete. Each model of end seal is made of 60 durometer synthetic rubber. Advance Products & Systems, Inc. certifies that the Standard Model AW Wraparound casing end seals are of the highest quality and meet or exceed industry standards. Physical Properties Temperature Limits -20oF to +212oF Color Black Finish Smooth Durometer 60 +/-5 Average Tensile 1000 PSI Average Elongation 350% Specific Gravity 1.50 Polymer Content 20% _____________________________________________________________________ APS Standard Model AW Casing End Seal Advance Products & Systems, Inc. 800-258-2278 972-263-1360 238 S. Bagdad Rd. Grand Prairie, Texas 75050 Pattern Number: BH® VRM30 Ring Weight- Cover Weight- Set Weight- 154 Lbs 237 Lbs 391 Lbs Description: 30” Reversible Cast Iron Manhole Ring & Cover “Sanitary Sewer” Drawn: DEF 3-10 Revised By: DJH 3-13 Copyright © Bass & Hays Foundry, Inc. 2014, All Rights Reserved. All B&H Products Are Made In USA PRESS-SEAL GASKET CORPORATION P.O. Box 10482, Fort Wayne, Indiana 46852 Phone: (260) 436-0521 (800) 348-7325 Fax: (260) 436-1908 E-mail: sales@press-seal.com Web: www.press-seal.com Pr o v i d i n g p r o d u c t Pr o v i d i n g p r o d u c t s a n d s e r v i c e s t h a t p r o t e c t o u r p l a n e t ’ s a n d s e r v i c e s t h a t p r o t e c t o u r p l a n e t ’ s c l e a n w a t e r s u p p l y s c l e a n w a t e r s u p p l y .. PSX has always set the standard for watertight pipe-to-structure connections. PSX: Direct DriveTM offers all of the sealing and durability advantages of PSX, combined with easy installation and adjustability. Using all stainless-steel components and polyisoprene rubber, PSX: Direct Drive is stronger than ever, and the unique adjusting mechanism makes installation simple. The PSX: Direct Drive Difference PSX: Direct Drive uses a simple all stainless steel adjuster. From outside the manhole, a small, pre-set torque wrench ratchets around the adjuster nut, opening both sides of the sleeve quickly and evenly. The breakover design wrench signals when the proper torque is reached, fully compressing the rubber against the manhole opening. Both cored and cast holes can now have the benefit of PSX sealing with the ease of wrench adjustability; the best of both worlds. PSX: Direct Drive Advantages: * Installs quickly and easily from outside the manhole * Requires no retightening or adjustment before shipment/installation * All stainless-steel components - No plastic wedges to crack or break * Easily accommodates hole size variation PRESS-SEAL GASKET CORPORATION P.O. Box 10482, Fort Wayne, Indiana 46852 Phone: (260) 436-0521 (800) 348-7325 Fax: (260) 436-1908 E-mail: sales@press-seal.com Web: www.press-seal.com PRODUCT SPECIFICATIONS PSX: Direct Drive meets and/or exceeds all requirements of ASTM C-923, including physical properties of materials and performance testing. Performance testing includes: * 13 psi in straight alignment * 10 psi at minimum 7°angle * 10 psi under shear load of 150 lbs/in. pipe diameter PSX: Direct Drive meets and/or exceeds the following specifications: * ASTM C-923 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals. * ASTM C-1478 Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes and Laterals. * ASTM C-1244 Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. APPLICATIONS * Sanitary sewers * Storm sewers * Septic tanks * Valve vaults * Lift and pump stations * Commercial vaults * Circular or straight-wall structures PIPE INSTALLATION 1. Clean pipe and boot to ensure no dirt or foreign materials are present. 2. Clamping surface on pipe must be clean and smooth. 3. Center pipe in opening and insert until pipe breaks the inside plane of manhole. 4. Attach take-up clamp(s) and stagger screw(s) of clamp(s) around the groove of the gasket so that take-up pressure will be equalized. Make sure each clamp is completely in the correct groove. 5. Using a torque ratchet or torque wrench, gradually tighten all screw(s) of clamp(s) in an alternating pattern to 60 lbs/in. torque. 6. After reaching 60 lbs/in. torque on final screw, check all screws again to ensure compression of all clamps. 7. Vacuum testing shall be conducted in accordance with ASTM C-1244-02. 8. Adjust pipe to line and grade. Use proper bedding, backfill materials, and techniques so that pipe deflection and deformation are minimized. Installation of the concrete structure shall be such that differential settlement between the structure and the pipeline shall be less than 10% of pipe diameter for pipes less than 20” and shall be less than 5% of pipe diameter for pipes between 20 and 60 inches in diameter. 9. Any pipe stubs installed in the manhole must be positively restrained from movement per ASTM-C923. Press-Seal Gasket is not responsible for failure due to unrestrained pipe stubs for future connections. Why Specify PSX: Direct Drive PSX: Direct Drive is the pipe-to-structure connector that finally satisfies all critical design and performance requirements: rugged construction of the adjuster and band; superior strength and toughness of polyisoprene rubber; and the proven sealing performance of PSX. It’s the one adjustable connector that doesn’t make you compromise sealing for convenience or price: PSX: Direct Drive. Press-Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press-Seal is not responsible for any inadvertent errors. U.S. Patent No. 6805359 Copyright 2005 by Press-Seal Gasket Corporation PRESS-SEAL GASKET CORPORATION P.O. Box 10482, Fort Wayne, Indiana 46852 Phone: (260) 436-0521 (800) 348-7325 Fax: (260) 436-1908 E-mail: sales@press-seal.com Web: www.press-seal.com Pr o v i d i n g p r o d u c t Pr o v i d i n g p r o d u c t s a n d s e r v i c e s t h a t p r o t e c t o u r p l a n e t ’ s a n d s e r v i c e s t h a t p r o t e c t o u r p l a n e t ’ s c l e a n w a t e r s u p p l y s c l e a n w a t e r s u p p l y .. 8QRS PRESS-BOOT8QRS PRESS-BOOT Cut here to accommodate 4” PVC Pipe. WITH ADJ: EXPANSION RING STEP UP TO THE FLEXIBLE CONNECTOR THAT ALLOWS PRESS-BOOTPRESS-BOOT TO STEP DOWN TO SMALLER DIAMETER PIPE. Cut here to accommodate 3” PVC Pipe. Accommodates 1 1/2” to 2” PVC Pipe. Clamp here for 1 1/2” to 2” PVC Pipe. Clamp here 3” PVC Pipe.Place one or two clamps here for 4” PVC pipe. ADJ: EXPANSION RING Automatically Adjust to Any 8” Hole Size U.S. Patent No.’s 4215868, 4478437 & 5150927 Copyright 1995 Press-Seal Gasket Corporation PRESS-SEAL GASKET CORPORATION P.O. Box 10482, Fort Wayne, Indiana 46852 Phone: (260) 436-0521 (800) 348-7325 Fax: (260) 436-1908 E-mail: sales@press-seal.com Web: www.press-seal.com Step up to the flexible connector that allows 8QRS PRESS-BOOT with the ADJ:EXPANSION RING to step down to smaller diameter pipe. The 8QRS PRESS-BOOT is a molded gasket that has grown to be one of our most popular flexible connectors. The key to its success is VERSATILITY, in its capacity to accommodate varying sizes of small pipe, in its ability to precisely fit a variety of entrance hole sizes, and in its suitability to a number of different applications. * Water Collection Systems * Pump/Lift Stations * Septic Tanks * House Connections * Meets and/or Exceeds Material * Specifications of ASTM C-923 FIRST STEP ACCOMMODATES 1.7” O.D. TO 2.5” O.D. PVC PIPE. PART NO. 555.8QRS SECOND STEP ACCOMMODATES 2.75” O.D TO 3.75” O.D. PVC PIPE. PART NO. 555.8QR THIRD STEP ACCOMMODATES 4.0” O.D. TO 4.8” O.D. PVC PIPE. PART NO. 555.8Q Pipe Installation 1. Clean pipe and boot to ensure no dirt or foreign materials are present. 2. Clamping surface on pipe must be clean and smooth. 3. Center pipe in opening and insert until pipe breaks the inside plane of manhole. 4. Attach take-up clamp(s) and stagger screw(s) of clamp(s) around the gasket so that take-up pressure will be equalized. Make sure each clamp is completely in the correct groove. 5. Using a torque ratchet or torque wrench, gradually tighten all screw(s) of clamp(s) in an alternating pattern to 60lbs/in. torque. 7. If system is to be tested, testing shall be completed prior to backfilling, following all recommendations and requirements of the test system manufacturer. 8. Adjust pipe to line and grade. Use proper bedding, backfill materials and techniques so that pipe deflections and deformation is minimized. Installation of the concrete structure shall be such that differential settlement between the structure and the pipeline shall be less than 10% of pipe diameter for pipes less than 20” and shall be less than 5% of pipe diameter for pipes between 20 and 60 inches in diameter. 9. Any pipe stubs installed in the manhole must be positively restrained from movement. Press-Seal is not responsible for blow outs to unrestrained pipe stub or future lateral connections. 10. Vacuum testing shall conduct in accordance with ASTM C-1244, Std test method by negative air pressure. (vacuum) TEST ASTM METHOD TEST REQUIREMENTS TYPICAL TEST RESULTS Chemical Resistance: 1N Sulfuric Acid 1N Hydrochloric Acid D 534, AT 22ºC for 48 Hours No Weight Loss No Weight Loss No Weight Loss No Weight Loss Tensile Strength D412 1200 PSI, Min.1800 PSI Elongation at Break D412 130%, Min.675% Hardness D 2240 (Shore a Durometer)± From the Manufacturer’s Specified Hardness 45 Accelerated Oven-Aging D 573, 70 ± 1ºC for 7 Days Decrease of 15%, Max. of original tensile strength, decrease of 20%, Max. of Elongation -13% Tensile Change, -14% Elongation Change Compression Test D395, Method B, at 70ºC for 22 Hours Decrease of 25%, Max. of original Deflection 3.50% Water Absorption D 471 Immerse 0.75 by 2-in. Specimen in Distilled Water at 70ºC for 48 Hours Increase of 10%, Max. of Original Deflection 3.50% Ozone Resistance D 1171 Rating 0 Pass Low-Temp. Brittle Point D 746 No Fracture at -40ºC Pass Tear Resistance D 624, Method B 200 LB/IN. (Min.)318 LBF/IN. Press-Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press-Seal is not responsible for any inadvertent errors. GSeries Our branch intersections are reinforced against stress and breakage to a degree never before available in a PVC sewer fitting. This means the weakest point of competitors’ fittings is just another strong point in Plastic Trends’ fittings. Form #0280 Rev. 2/06See available configurations on the opposite side of this sheet. FITT I N G S S c i e n c e • T e c h n o logy • I n n o v a t i o n STI SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” (Fabricated sizes 15” - 36” are available) Features • 4” - 6” reducing branches on 8”, 10” and 12” fittings have a minimum wall thickness of SDR 18. • Extended Pre-Alignment Entrance. • PVC One-Piece Injection Molded. • High Performance Gasket. • Generously Blended Branch Intersections. • Square Pipe Stop. • Specially Formed Raceway. • Heavy Duty Support at Branch Intersections. • Rounded Edges to Minimize Stress Points. Applications STI™ Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. The Next Generation STI™ fittings are the next generation of strength and quality in gasketed sewer fittings. They combine the latest in research and development, optimizing the best of today’s Science, Technology and Innovation. Triple Certification Listing STI™ fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034, ASTM F 1336 and CSA B182.2, where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push-through while extra heavy support is provided under the pipe stop at branch intersections for added strength. Setting The Standard As the only manufacturer to offer a complete new line of innovative gasketed tooling, Plastic Trends sets the standard for PVC fittings produced in the industry. STI™ gasketed sewer fittings represent the latest evolution in PTI’s continuous effort to offer the most technologically advanced fittings available. If you specify, distribute or install gasketed sewer fittings, demand the most advanced fittings available, STI™. Plastic Trends supplies the only fittings with Triple Certification listing GSeries TEE GxGxG TEE GxSxG TEE W/DWV BRANCH GxGxDWV H SANITARY TEE GxGxG SANITARY TEE GxSxG WYE GxGxG WYE GxSxG WYE W/DWV BRANCH GxGxDWV H COMBO WYE & 1/8 BEND GxGxG DOUBLE WYE GxGxGxG DOUBLE WYE GxSxGxG 2-WAY CLEANOUT GxGxG 2-WAY CLEANOUT (DWV) G x G x DWV G CAP G SPIGOT PLUG S TEMPORARY PLUG S REPAIR COUPLING GxG STOP COUPLING GxG CONCENTRIC INC. COUPLING GxG ECCENTRIC INC. COUPLING GxG CONCENTRIC INC. BUSHING SxG ECCENTRIC INC. BUSHING SxG ADAPTER SWR S x DWV G DWV ADAPTER SLEEVE DWV S x SWR G RISER ADAPTER SxS DWV ADAPTER SWR G x DWV G ADAPTER SWR S x SWR G ADAPTER SWR H x SWR G SW ADAPTER SWR S x DWV G DWV ADAPTER SWR S x DWV H DWV ADAPTER SWR H x DWV G ADAPTER SWR S x SWR H 1/4 BEND GxG 1/4 BEND GxS 1/4 BEND LONG GxG 1/4 BEND LONG GxS 1/8 BEND GxG 1/8 BEND GxS 1/16 BEND GxG 1/16 BEND GxS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700 • 800.232.5690 Fax: 586.781.0888 www.plastictrends.com SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” Fabricated in Sizes 15” – 36” For additional configurations, list prices and dimensional drawings visit www.plastictrends.com Configurations Available IN-LINE BACKWATER VALVE GxG TERMINAL BACKWATER VALVE GxG Short Form Specifications 4” through 12” injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA B182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8”, 10”, and 12” tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA B182.2. Triple Certified Listing Davison, MI • PH: 810-653-9626 • FAX: 810-653-8714 • www.Fernco.com 1601 43 rd Street North • Fargo, ND 58102 Phone: 701-282-2327 Toll Free: 800-428-5309 Fax: 701-277-9286 or 800-822-6989 FLEXIBLE SADDLES (MANUFACTURED BY NDS ) SUBMITTAL SHEET 1.0 Flexible Saddles supplied by Indiana Seal are molded one-piece units manufactured from flexible PVC with steel reinforced saddle skirt edges and will accommodate sewer main sizes ranging from 6” to 36”. 2.0 The Clamps used on flexible saddles supplied by Indiana Seal are constructed of series 300-premium grade stainless steel. Two # SSHC-248 (15”) clamps shall be furnished with each saddle and shall be tightened to a minimum of 60 in-lbs of torque. 3.0 The Flexible Saddles shall be installed according to the manufacturers instructions. 4.0 Flexible Saddle Product Benefits •• •• Tee and Wye branch configurations are available in 4” SDR 35/Sch 40 and 6” SDR 35 sizes. •• •• Steel reinforced saddle skirt edges prevent distortion when torque is applied to the clamps. •• •• Series 300 stainless steel clamps insure a positive seal. •• •• Durable design makes the Flexible Saddle economical and environmentally wise. ASTM Material Specification (NDS Material) Test NDS Material ASTM Test Material Chemical Resistance D543 1N sulfuric acid No weight loss 1N hydrochloric acid No weight loss Tensile Strength Elongation D412 Die “C” 1000 psi (7/Mpa) min; 200% min. elongation @ break Duration Hardness D2240 Shore durometer 50 min.to 75 max Compression Set D395, Method B Type 2 30% max of original deflection D395, Method B Type 2 Water Absorption D471, immersed 7 days @ 158 method A 5% max Ozone Resistance D1149, D518 Method A No visible cracking under 7x magnification Oven Aging D573 (158 “F” for 70 Hours) 75% min of original tensile strength, 65% min of original elongation Cold Brittleness D476 Cold brittleness was determined to be –43° C Tear Strength D624 Die “C” 125 lbs./in.