ROMAC Same saddle conforming to different outside diameters. Saddle conforming to pipe.
INDUSTRIES. . ‘ * . February 2, 2011
INC. Detail Specifications for nomac
ke “oD? _ ~~ INDUSTRIES, om a
Died 1.800425.9981 ee Romac “CB” Sewer Saddles (R) INC. = Style “301” Straight and Transition ~—
ied 1-500-126-9341 Ee Couplings for Sewer -
@ | Center Rings: Ductile iron per ASTM A536, Grade 65-45-12 Yellow shopcoat Epoxy ‘a
_Adjustable Strap & | and special coatings available on request.
ed ; - . . 3 End Rings: Ductile ion per ASTMA536, Grade 65-45-12. Color coded RED for 0.D.
_ Bolte are ‘/2" UNC rolled thread, lubricant coated bolt or nut, stainless stee! % | and Std. St, BLACK for cast iron and YELLOW for AUC.
per ASTM A 193, type 304. Nuts are stainless steel per ASTM A 194, type & Gaskets: SBR psr ASTM D 2000 MBA710, compounded for water and sewer servios.
304. Washers are stainless estes! per ASTM A 240, type 304. Band is 3 '/2" g | Other compounds available on request.
wide for spreading out clamp force on pipe. The stainless wekis are fully z Bolte and Nuts: Trackhead bolts, heavy hex nuts, “ik” UNC rolied thread. high strength,
pasewated'. Excees ettap goee between pipe and band, ito ana - rane OD
ONEEND _ BY | OTHER END LIST PRICE ou :
sze|MOM.| “Rance | “use! |y|cooe| ance | “use | _Sw2rcoar_ | rusicweroxy _| welGet i
cooe | dase oes ar [st| Go ae F 18.80" O.D.
408-431 | CHSoll PVC Sewer 406-431 | ClSoll. PC Sewer Patent #4498780
. 4" 474-540 oe x 474-510 ccenceaee St1G15 | $180.59 | $143.52 | $120.96] 17 +
————— ” eg ~ 64
SBR per ASTM D 2000 ae aa os a
MBA 710, compounded for CtSoll, PVC Sewer ;
| formulated with antioxidant/ Clay 7
antiozonant agent to in- .
we crease shelf life. CtSol, PVC Sewer OrSoll, PVC Sewer
-~— — 8" ay a, ano.aan —— mo2n| 2644] 2748] wast] 326
Ciay Clay
20 - 10.55A'| ChSoll, PVC Sewer ') CLSoll PVC Sewer
Ductile iron per ASTM 536, Grade 65-45-12. Pro- 11408 Neo ssoo. | xP 289-11408"| ee | nese! acoael sares! arres! ope
tected with a yellow corrosion-resistant paint. — — — - —
78-12128'| Cay s176-12%28'| Cay 24” SQUARE TYPE ”B”
— . ; . = : ; _ ; 85 ~ 12.254 PYC SOR 41 FRAME & GRATE
azsivated: chemically treated after welding to produce a highly corrosion resistant coating. 1224-4250A'| PvC SORGS 12.24-12504'| PYCSOR35
65 - 12.954! 12.65 - 12.954 ' PS i L ) ) d |
12" 15 -13.558! 4.15 - 13.588 ae ben 33255} 41922] 410.66) 497.59 11% a ! <a
5 - 14.108" 13.85 - 14.108 Chey |
- 14.408! CG » 114.03 - 14.008 Clay
For sizes 14" - 24" soe page 2-3 \ \ ”
Other gasket ranges and larger sizes are avaiable. "To accommodate the wide range of pipe sizes within the 10° and 12° categories, | \ 8 MIN.
To Order: Determine O.D. of pipes tp be coupled. Select proper itis necessary that the center rings be made in three szes: A, AB, and B X X
gasket range for each pipe toen above table. Insect top range of
each gasket, as indicated in gray column, into catalog number as See Page 2-3 ~ Loyalebed a L .
es —— peta —— for Parts List "| | FRAME AND GRATE FINISHED GRADE \
—_— a 24” SQ. TYPE B (SEE PLAN) ¥
nw Flexidie couplings do not provide protection against possible pullout of pipe ends in unrestrained conditions. X ;
I] i ADJUST TO REQUIRED GRADE WITH
MORTAR ALL AROUND | I BRICK MASONRY MIN. 1 COURSE, ‘
a Za MAX. 3 COURSES OR CONCRETE on
GRADING RINGS. ALL BRICKS TO 3—O MIN.
I BE LAID AS HEADERS COVER | x
8” MIN o———_+ |} —
ww { 7 Lo Lf
Shielded Couplings = For sewer, drain, waste & vent piping. LK / MU PRECAST CONCRETE TOP SLAB
x
z, / x
ib Daly TOT 10 IQs OPENING xX
NOTE: TOE SrAB TO SUIT PRECAST CONCRETE 4—0° DIA. |
Designed for resistance to . CONTRACTOR TO ORDER APPROPRIATE FRAME & COVER CATCH BASIN RISER
heavy earth loads and \ SYTLE FOR PIPE CONNECTION: X
shear forces, and provides \ 1002RC SERIES —CLAY TO PLASTIC 10” |
improved pipe alignment," ) 1006RC SERIES-CONC TO PLASTIC ; - 4°90" - SEALANT (TYP) JOINT ly f— Mtn: |
( 1051 SERIES-ABS CEMENT TO PLASTIC S MIN.) DIA.. hy Lo |
Strong Hack AC Couplings afer ( REFER TO MANUFACTURERS WEB PAGE | / \ 12” MIN. !
ayH 2 slalss steel shield ant q PLASTIC OIL & 2” MIN. L_
a molded in bushing. FLOATING DEBRIS TRAP 1 | —| |
Zw MANUFACTURED. BY ~~ | CATCH BASIN BASE
He xX X
Gasket REMOVE "SILTSACK” FROM
: nS te eu Wi NE TE Ae x CATCH BASIN BY ATTACHING GR OUNDWATER RESCU E, l 0.
ee a nattargeicussmsemepeane BOTH BARS AND LIFTING OR EQUAL) x >
~ AST 3 5995 Strata Spert cae ho: Poy Ving Zhe TEV Pe ee WITH AVAILABLE EQUIPMENT. o. FOR SEAL. SEE MANHOLE —1 > x
Gaskerg "on [h sin, Waste. ait ee) (Sever, Fanny ane Barra Orlane r 4 commen :
~ ASTM AED “sel eel Ps Jee aoc | . °|3 FOR SEAL, SEE SEAL DETAIL a
_Saemiartor uncer Fie Spam 6 MIN. || * MANHOLE SEAL DETAIL
' Tensile Stench. bt a pal oe ra y x X X X X xX
aconrat eset X X X X X X A
oo "SILTSACK” IS INTENDED TO
i so NCATE aN ADEROVES PRECAST CONCRETE
thuntianns aan PRODUCT EQUIVALENT TO "SILT
| tmp Bard sabe SACK” AS MADE BY ACF A
lage see (B00) aad 3656 RICHMOND, VA SILTSACK INSTALLED |_6” MIN. CRUSHED STONE (MIN)
Srna ates CONTRACTOR SHALL AER UME wT |6” MIN. CRUSHED STONE (MIN)
Se ine ease crys a, ea PERIODICALLY EMPTYING STRAPS NOTE: UNDISTURBED MATERIAL
‘araeepavedsirpae . , PERE WHENEVER IT BECOMES APPROL LAID OUT FLAT | UNDISTURBED MATERIAL STEEL REINFORCING TO MEET
cng th . ~ — 1/4 FULL OR EXCEED H20 LOADING
NIST: TH58, Gini spetionor feb twee soup. FS =F ef
ome =~ QE! EO SILT SACK INSTALLATION IN CATCH BASIN PRECAST CATCH BASIN DETAIL PRECAST CATCH BASIN De TAIL
si . NOT TO SCALE NOT TO SCALE NOT TO SCALE
eat ate > eee
=P PE: B0-655-F7 14 yl tee coca FALSID S22 BS10
wi J
4a f Y Nf PX MAP PARCEL Y
NASHUA, NEW HAMPSHIRE Muse, BARGE
PLAN OF PROPERTY LOCATION
2017 SEWER PROJECT =
PROPOSED WORK “a
DETAIL SHEET 2 23
._ OF 24
CITY OF NASHUA NEW HAMPSHIRE
CITY ENGINEER'S OFFICE
9 RIVERSIDE STREET
NASHUA, NEW HAMPSHIRE 03062
DRAWN BY: DESIGNED BY: REVIEWED BY:
N. QUINTERO J. MENDOLA B. KEATING Ja
JUNO. REVISION DESCRIPTION DATE 4
