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www.romac.com • 1-800-426-9341 <br />ROMAC <br />►� INDUSTRIES, INC. <br />SEWER <br />STYLE "CB"TM SEWER SADDLE <br />MATERIAL SPECIFICATIONS <br />CASTINGS: Ductile iron per ASTM 536, Grade 65-45-12. Protected with a <br />yellow shopcoat. <br />ADJUSTABLE STRAP: 3 1/2" wide, stainless steel per ASTM A240, type 304. <br />BOLTS: 1/2" UNC rolled thread, 304 stainless steel. <br />NUTS: Stainless steel per ASTM A194, type 304. Coated to prevent galling. <br />WASHERS: Stainless steel, type 304 and plastic lubricating washers. <br />GASKET: SBR per ASTM D2000 MBA 710, compounded for water and sewer <br />service. Other compounds available on request. <br />CB-4.80UN <br />PATENT #4494780 <br />MADE IN U. .A. <br />NOM. NOM. <br />BRANCH PIPE <br />SIZE SIZE <br />RANGE BRANCH TYPE <br />BRANCH O.D. <br />CATALOG <br />NUMBER <br />APPROX. <br />LIST ADD -ON WEIGHT <br />PRICE EPDXY (Ibs.) <br />4" <br />6" <br />6"- 12" <br />48" strap <br />26.27 - 14.40 <br />Regular Gasket <br />PVC Sewer <br />4.215 <br />CB-4.215 <br />Tyseal <br />4.28 <br />CB-4.28 <br />C.I. Soil -No Hub <br />4.38 <br />CB-4.38 <br />PVC <br />4.50 <br />CB-4.50 <br />Universal' <br />4.20 - 4.80 <br />CB-4.80UN ' <br />Clay' <br />5.00 - 5.38 <br />CB-5.38 ' <br />$218.20 <br />14"- 24" 14.40 - 25.80 <br />96" strap Large O.D. Gasket <br />PVC Sewer <br />4. <br />15 <br />CB-4.215LS <br />Tyseal <br />4.28 <br />CB-4.28LS <br />C.I. Soil -No Hub <br />PVC <br />4.38 <br />4.50 <br />CB-4.38LS <br />CB-4.50LS <br />Universal' <br />4.20 - 4.80 <br />CB-4.80UNLS' <br />Clay' <br />5.00 - 5.38 <br />CB-5.38 LS ' <br />277.47 <br />24"- 48" <br />192" strap <br />25.80 - 54.00 <br />Large O.D. Gasket <br />PVC Sewer <br />4.215 <br />CB-4.215XLS <br />Tyseal <br />C.I. Soil -No Hub <br />PVC <br />4.28 <br />4.38 <br />4.50 <br />CB-4.28XLS <br />CB-4.38XLS <br />CB-4.50XLS <br />Universal 1 <br />Clay <br />4.20 - 4.80 <br />5.00 - 5.38 <br />CB-4.80UNXLS' <br />CB-5.38XLS <br />514.98 <br />8"- 12" <br />48" strap <br />28.00 - 14.40 <br />Regular Gasket <br />PVC Sewer <br />C.I. Soil -No Hub <br />6.27-6.30 <br />CB-6.30 1111, <br />Universal' <br />6.27 - 6.66 <br />CB-6.66UN ' <br />Cast Iron-D.I. <br />6.90 <br />CB-6.90 <br />Clay' <br />7.19-80 <br />CB-8.00 1 <br />290.88 <br />14"- 24" <br />96" strap <br />14.40 - 25.80 <br />Large O.D. Gasket <br />PVC Sewer <br />C.I. Soil -No Hub <br />6.27 - 6.30 <br />C B-6.30 LS <br />Universal ' <br />6.27 - 6.66 <br />CB-6.66UNLS <br />Cast Iron-D.I. <br />6.90 <br />CB-6.90LS <br />Clay <br />7.19 - 8.00 <br />CB-8.00LS 1 <br />347.34 <br />24"- 48" <br />192" strap <br />25.80 - 54.00 <br />Large O.D. Gasket <br />PVC Sewer <br />C.I. Soil -No Hub <br />6.27 - 6.30 <br />CB-6.30XLS <br />Universal <br />6.27 - 6.66 <br />CB-6.66UNXLS <br />Cast Iron-D.I. <br />6.90 <br />CB-6.90XLS <br />Clay 1 <br />7.19 - 8.00 <br />CB-8.00XLS ' <br />584.86 <br />CB Sewer Saddles for Universal and C ay pipe include stainless steel hose clamp. <br />2 Regular gaskets are NOT interchangeable with large gaskets. <br />BRANCH SADDLE SLIDING HOSE <br />SIZE SIZE GASKET CASTING BOLT CLAMP' <br />STRAP <br />4" <br />6-12" <br />14 - 24" <br />24 - 48" <br />$71.13 <br />97.02 <br />97.02 <br />$76.51 <br />$26.01 <br />$21.15 REG (48") $70.56 <br />LS (96") 103.93 <br />XLS (192") 341.46 <br />6" <br />8-12" <br />14 - 24" <br />24 - 48" <br />125.26 <br />148.35 <br />148.35 <br />95.05 <br />26.01 22.51 <br />TO ORDER: Specify catalog number. <br />EXAMPLE: To fit 4" branch to 6" -12" nominal pipe with branch 4.20 - 4.80, order CB-4.80UN <br />Manufactured with Domestic and Import material. For Domestic requirements please contact our Quotations Department. <br />JANUARY 10, 2022 <br />$66.37 <br />100.38 <br />10 # <br />11 # <br />13 # <br />12 # <br />13 # <br />15 # <br />STAINLESS STEEL HOSE CLAMP <br />SUPPLIED FOR UNIVERSAL GASKET <br />SEWER SERVICE CONNECTION <br />8' <br />BLVD <br />4D/D <br />NOT TO SCALE <br />R/W D&U <br />10' <br />6' 3' Q <br />NW- <br />WALK <br />1.5% <br />RIGHT-OF-W, <br />000 <br />CONCRETE <br />SIDEWALK <br />TYPICAL BOULEVARD SECTION <br />NOT TO SCALE <br />W:\2025\Civil\12256081 - Brookside Terrace\3. Working Docs\C. Drawing Files\1XXXX - C500 Details.dwg <br />BASIN CONSTRUCTION NOTES: <br />1. ALL SOILS WITHIN INFILTRATION AREAS SHALL BE <br />PROTECTED FROM COMPACTION DUE TO <br />CONSTRUCTION TRAFFIC. AREAS SHALL BE STAKED AND <br />MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT <br />(TRACKED OR SIMILAR) ALLOWED. <br />2. TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION <br />SHALL BE LOCATED AWAY FROM PLANNED INFILTRATION <br />AREAS TO MINIMIZE NATIVE SOIL DISTURBANCE AND <br />POTENTIAL SEDIMENT DEPOSITS. <br />3. INSTALL TEMPORARY EROSION CONTROL (SILT FENCE <br />OR EQUAL) AROUND ALL INFILTRATION AREAS TO <br />PREVENT SEDIMENT ENTRY DURING CONSTRUCTION. <br />TEMPORARY EROSION CONTROL SHALL REMAIN <br />UPSTREAM UNTIL SATISFACTORY TURF ESTABLISHMENT. <br />FINAL BASIN GRADING AND PLANTING MEDIUM <br />PLACEMENT SHALL NOT OCCUR UNTIL PERIMETER BMP'S <br />ARE IN PLACE. <br />4. PROVIDE AN AS BUILT TOPOGRAPHIC SURVEY OF THE <br />EXCAVATION BOTTOM, BERM, OUTLET ELEVATION, <br />FLARED END SECTION, AND STORM STRUCTURES PRIOR <br />TO FINAL SEEDING AND RESTORATION TO VERIFY <br />CORRECT SLOPES AND DEPTHS. FINAL RESTORATION <br />SHALL NOT BE PERFORMED UNTIL TOPOGRAPHIC <br />SURVEY IS REVIEWED AND APPROVED BY THE ENGINEER. <br />PRE -MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDEN <br />PEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTING <br />MEDIUM SHALL PROVIDE A MINIMUM 1.6"/HR INFILTRATION <br />RATE AT SPECIFIED COMPACTION, VERIFY W/SUPPLIER. <br />EXISTING SOILS <br />VARIES <br />(PER PLAN) <br />1E-1 I 1=I I <br />III- 11-1 1 I -I 1 I -I 1 I -I I -I I -I 18"MIN -III-III-III-III-III-I I -III-I <br />I I-1 I l i-I I I -III -III -III -III 1P I I -III -III -III -III <br />III-III-1 11=------11-W-H I I I ICI 11-H1-HI I I -I - 1 I I -III -_I I <br />-III-III-III-III-III-III-III-III-III-IIII I III-IIIIIII <br />III -III -III -III -III -III -III -III -III -III -III -I I 1 1 1-III-I 1I- <br />MNDOT SEED MIX: 33-261 <br />OUTLET: PER PLA <br />INFILTRATION BASIN <br />CROSS SECTION DETAIL <br />NOT TO SCALE <br />EXTEND MODIFIED SOIL UP SLOPES <br />TO POND OUTLET ELEVATION <br />GRASS BUFFER <br />STRIP <br />EXCAVATE POND BOTTOM TO EXISTING PERMEABLE <br />SOILS. REMOVE AND DISPOSE OF EXISTING TOPSOIL <br />AND ANY SOILS NON -CONDUCIVE TO INFILTRATION. <br />SEE GEOTECH REPORT. <br />LOOSEN/DECOMPACT THE UPPER PORTION OF <br />EXISTING PERMEABLE SOILS, 18" DEPTH MIN. <br />Z <br />0 <br />0 <br />v / <br />Z <br />0 <br />0 <br />I..L <br />0 <br />Li_ <br />0 <br />Z <br />Z <br />J <br />W <br />0 <br />-o <br />0 <br />4) <br />0 <br />J <br />N <br />LO <br />Cr) <br />O <br />L <br />z <br />a) <br />co <br />J <br />a) <br />a) <br />(.5 <br />c <br />of <br />c <br />a) <br />C <br />.0) <br />c <br />w <br />LO <br />0 <br />;n <br />J <br />c <br />a) <br />0 <br />1- <br />U <br />a) <br />O <br />0 <br />W z <br />2 <br />12 2 <br />1 <br />W0 <br />Q <br />W <br />D 0 <br />CO <br />w <br />O� <br />° O <br />12 Ln <br />M <br />W L) <br />I hereby certify that this plan, <br />specifications or report was prepared <br />by me or under my direct supervision <br />and that I am a duly Licensed <br />Professional Engineer under the laws <br />of the State of Minnesota. <br />First M. Last, P.E. <br />Date: 08.13.25 Lic. No.: 25520 <br />Rev. Date Description <br />08.13.25 City Comments <br />Project #: 12256081.000 <br />Drawn By: TRK <br />Checked By: TJH <br />Issue Date: 08.13.25 <br />Sheet Title: <br />DETAILS <br />Sheet: <br />C502 <br />