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HomeMy WebLinkAbout3FINISH GRADE, C.I. MANHOLE FRAME 8 COVER SET ON OAKUM RING SEAL ADJUST TO GRADE W1 FILLER RINGS AS REQUIRED (MAX. 16") CAST ALUM. OR FIBERGLASS MANHOLE STEPS SET AT 16" O.C. STAGGERED. C PRECAST RE/NFORCEp CONCRETE MANHOLE CONE MEETING ASTM STANDARD C-478 u•- •r 1 GRANULAR LEVELING MATERIAL REQUIRED FOR PRECAST BASE (6" MVJ PRECAST REINFORCED CONC. MANHOLE FOR STORM SEWER NOT-Tt3-3CALE 4: J TOE PLATE ANCHOR C 21" 24" D 4'-0" 4'-C)" 27" 30" 4'_0" 4'_q.. 36" 5'_0.. 42" 5'_41. 1 4 ' IK 54„ 6'-6" CONCRETE BENCH WALL (CLASS "B") WISE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALT. HAVE #4 BARS AT 12" D.C. EACH WAY NMI EDGE 3,/F/�C S( a"F PLAN VIEW END VIEW METAL END SECTION NOT -TD -SCALE r PAY LENGTH EAv SEC'Tov COAPUTED LENGTH LENGTH; L 6 = 10 GAGE SIDW VIEW R. -/' l 7A.",- Ei NC. STONE 2WEEP Hot. Es 3EGMENTOri • ' I1 I 'l; -. q, W PLUCK�_ CL M._ •1. •!1 I' r �.-Milt .1; Ily' I i i ��3 '• -'Illi.+ 1 .. '� - ' PIPE MESH *A 14, fSE r� 4'-G SQ STORM STORM INLET DETAIL NOT -TO -SCALE ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID KALE •7 yr � �. � a ' �L1• %• r 4.. CHINK GAP$ 1� •� w/ STRAW _ 7.1 _ - w •w.w. �;J' �••w WOOD STAKES 1 S'' 2 0 /. we IN GROUND SECTION STRAW BALE DAM DETAIL 1, Mina. 2i- Of " SWALESOD � OD PAVED SWALE DETAIL Ex6TIr4q UN0ISTUR(5E-1> R-3010 Curb Inlet Frame, Grate=CurbBox Heavy Duty Total Weight 385 Pounds CI+Ae tt10x •OMLI►. 0• To IS. - I - 2011- 25 TOPSOIL R-3404-5 Gutter Inlet Frames and Grates Heavy Duty �-- 1f -- --�-� 0 E Cateloa Dimensions in inches I WL No. A B C 1 D 1 E F I G H I Lbs. R-3405 23%fsx2314I �i, I 22:22 24;4:24%4 I 32%Ax32%4 6 1 2%x2Si 11 1 345 COMPACTED BACKFIL L t NO GUTTER IN CURB SLOPE AWAY FROM CURB C01PACTED SLIBGRADE CONCRETE ROLL CURB NO GUTTER (TYPE 1) R-1772 Series Manhole Frames, Solid Lids Heavy Duty i __7 w Catalog No. f f Standard Machined Design Horizontal Vertical Wt. f Bearing D Lbs. R-1772 - 25 , 250• 'Furnished with platen lid, sirdar to R-1706.). Machined Horizontal Vertical Bearing Surface R-4342 Ditch Grate, Stool Type Medium Duty Total Weight 205 Pounds --- 21; DIA_ -- -- 23 --- t; lT) r��N ----- _._ 23 -- -33 THREADED PLUG C (Carlon Z339N or equal I Flush Grade Com.t34LLAR''� .~ (if net in paved area) 40 P.v F.B.C.C.S. SLOTTED DRAIN PIPE The slotted drain pipe specified for this contract shall be constructed in accordance with the details on the construction plans. MATERIAL. The Corrugated steel slotted drains shall be manufactured from helically corrugated steel pipe with a continuous welded seas per ASSHTO M-36. At the end of the pipe there shall be two annular corrugations to allow the corrugated band to mesh fully with the pipe. The grate assembly shall be Made of structural steel suitably welded to the pipe and galvanized after assembly per ASSHTO Mill. The grate shall be 1 3/4" wide and 6 inches deep. The size and gauge of the corrugated steel slotted pipe shall be as shown on the plans. CONSTRUCTION REQUIREMENTS. The pipe shall be installed to the line and grade detailed on the plans. Backfill shall consist of Class "A" Concrete on both sides of the pipe and drain. The upgrade end of the slotted drain pipe shall be plugged with a metal cap before backfilling is begun. During backfilling and paving operations, the Contractor shall cover the slot to prevent infiltration of material into the pipe. Care shall be exercised to prevent damage to pipe by construction equipment prior to completing the backfilling operations. 1�,.• 11K:/rr M � IW �rr . �- L• t.A• t I Mfr W. WNaI W ..F -..I '"`•a` 4fCT�I A� 14(400 A -A lett r4As. 00.4 W[ si SECTION a-6 '?A-V41P AFAR %1AiL .wo4w wK wr .wu c"w •.fLt.0.1 c< 0" 41" ew.:LA b•"D •.•»ar .».r• IM.. we tn9W wa+Ne a wA ItJO A L� �► A TVVIf AL hiss 1ACT10.1 rl9 Wsibsil, KV& SLOTTED DRAIN DETAIL AND SPECIFICATMS OIYENSIONS I At Ir1& -SUP 110171 IL, App Tor Faoti. t 6 1 4 ' IK t3W01PC • t`%t i. 7 t I PIC t 31 3t 2 Ire f t3t 42 2 IR 10 9 41 4a 2 CaL.rPACTE,D 12 a SI LO 2 + 36114 • y 14 19 9 t072 2 1 EDGE 3,/F/�C S( a"F PLAN VIEW END VIEW METAL END SECTION NOT -TD -SCALE r PAY LENGTH EAv SEC'Tov COAPUTED LENGTH LENGTH; L 6 = 10 GAGE SIDW VIEW R. -/' l 7A.",- Ei NC. STONE 2WEEP Hot. Es 3EGMENTOri • ' I1 I 'l; -. q, W PLUCK�_ CL M._ •1. •!1 I' r �.-Milt .1; Ily' I i i ��3 '• -'Illi.+ 1 .. '� - ' PIPE MESH *A 14, fSE r� 4'-G SQ STORM STORM INLET DETAIL NOT -TO -SCALE ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID KALE •7 yr � �. � a ' �L1• %• r 4.. CHINK GAP$ 1� •� w/ STRAW _ 7.1 _ - w •w.w. �;J' �••w WOOD STAKES 1 S'' 2 0 /. we IN GROUND SECTION STRAW BALE DAM DETAIL 1, Mina. 2i- Of " SWALESOD � OD PAVED SWALE DETAIL Ex6TIr4q UN0ISTUR(5E-1> R-3010 Curb Inlet Frame, Grate=CurbBox Heavy Duty Total Weight 385 Pounds CI+Ae tt10x •OMLI►. 0• To IS. - I - 2011- 25 TOPSOIL R-3404-5 Gutter Inlet Frames and Grates Heavy Duty �-- 1f -- --�-� 0 E Cateloa Dimensions in inches I WL No. A B C 1 D 1 E F I G H I Lbs. R-3405 23%fsx2314I �i, I 22:22 24;4:24%4 I 32%Ax32%4 6 1 2%x2Si 11 1 345 COMPACTED BACKFIL L t NO GUTTER IN CURB SLOPE AWAY FROM CURB C01PACTED SLIBGRADE CONCRETE ROLL CURB NO GUTTER (TYPE 1) R-1772 Series Manhole Frames, Solid Lids Heavy Duty i __7 w Catalog No. f f Standard Machined Design Horizontal Vertical Wt. f Bearing D Lbs. R-1772 - 25 , 250• 'Furnished with platen lid, sirdar to R-1706.). Machined Horizontal Vertical Bearing Surface R-4342 Ditch Grate, Stool Type Medium Duty Total Weight 205 Pounds --- 21; DIA_ -- -- 23 --- t; lT) r��N ----- _._ 23 -- -33 THREADED PLUG C (Carlon Z339N or equal I Flush Grade Com.t34LLAR''� .~ (if net in paved area) 40 P.v F.B.C.C.S. SLOTTED DRAIN PIPE The slotted drain pipe specified for this contract shall be constructed in accordance with the details on the construction plans. MATERIAL. The Corrugated steel slotted drains shall be manufactured from helically corrugated steel pipe with a continuous welded seas per ASSHTO M-36. At the end of the pipe there shall be two annular corrugations to allow the corrugated band to mesh fully with the pipe. The grate assembly shall be Made of structural steel suitably welded to the pipe and galvanized after assembly per ASSHTO Mill. The grate shall be 1 3/4" wide and 6 inches deep. The size and gauge of the corrugated steel slotted pipe shall be as shown on the plans. CONSTRUCTION REQUIREMENTS. The pipe shall be installed to the line and grade detailed on the plans. Backfill shall consist of Class "A" Concrete on both sides of the pipe and drain. The upgrade end of the slotted drain pipe shall be plugged with a metal cap before backfilling is begun. During backfilling and paving operations, the Contractor shall cover the slot to prevent infiltration of material into the pipe. Care shall be exercised to prevent damage to pipe by construction equipment prior to completing the backfilling operations. 1�,.• 11K:/rr M � IW �rr . �- L• t.A• t I Mfr W. WNaI W ..F -..I '"`•a` 4fCT�I A� 14(400 A -A lett r4As. 00.4 W[ si SECTION a-6 '?A-V41P AFAR %1AiL .wo4w wK wr .wu c"w •.fLt.0.1 c< 0" 41" ew.:LA b•"D •.•»ar .».r• IM.. we tn9W wa+Ne a wA ItJO A L� �► A TVVIf AL hiss 1ACT10.1 rl9 Wsibsil, KV& SLOTTED DRAIN DETAIL AND SPECIFICATMS V. I/4x . 1 I�..IAtry. Tor Faoti. y M • t`%t i. YA.A.C. BINDER , • • CaL.rPACTE,D `-8rt�•ttac� L• AG IGIRE6AT6 • y /��V 1h1 (� S3 SToNE) -- _ ' i . GIRMI►►O P ON ppyEMENT COM OS ITI •' /� I .• BAS►=t`tlL. VERTICAL CURB V. . 1 I�..IAtry. Hl.Y •. ♦.rr y �. -.� ...ere• JT ADAPTOR Z 353N or equal) POUR CON C. ENCASEMENT AROUND PIPE CAP (Carlon Z 948 or Equal) SANITARY SEWER CLEANOUT NOT TO SCALE . 0 H a lo" 3'-0•' 1._6.. GR SURFACE 4'-0" 2•-t7' 5'-0" LzE 6•_0". 3•_0•• . 8'-0•. 4'_0.. 9.-0.. 4•_6.. ♦BACK- - •° FILL ZFa •.° � Z 1>7-0" 5'-0" o W0 ° lD • •oma ir ° . • FOOTING IF • • DESIREO FOR CONST e PR )v0E KEY 14- MASS CONCRETE RETAINING WALL WITHOUT SURCHARGE CalIICIRET'E RETAROM WALL DE'TA L General Notes to Utility Contractor: 1. Sanitary sewer pipe shall meet the following specifications: Pipe Material Standard Polyvinyl Chloride (P.V.C) ASTM D-3034 (SDR 35) Truss Pipe ASTM D-2880 Ductile Iron Pipe (D.I.P.) ANNA C-151 2. All watersains shall be P.V.C. and meet ASTM D 2241 (SDR 21) Standards. 3. Storm sewer pipe shall meet the following specifications: Pipe Material Standard Reinforced concrete Pipe (R.C.P.) ASTM C76-70 Class III Corrugated Metal Pipe (C.M.P.) Shall be bituminous coating under paved areas. 4. Sanitary sewers shall be laid 10 feet horizontally from any existing or proposed water main. The distance shall be measured edge to edge. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical distance of 18 inches between the outside of the watermain and the outside of the sewer. This shall be t11e case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. 5. Contractor shall be responsible to maintain a 95% standard proctor for any engineered fill exceeding 2 feet -0 inches on building pads. 6. All trenches under a proposed roadway shall be full -depth backfilled with granular material to a point five (5) feet outside of all paved, surfaces. (Minimum) 7. Sanitary sewers shall be backfilled with sand or ttuitable material in 4" layers. Remainder of trench filled in 6" layers to subgrade of base of pavement. All granular backfill shall be mechanically tamped. , Soil Erosion Control Summar The following is a list in sequence of construction activities to control soil erosion: 1. Contractor shall install sediment traps and straw bale filters, as shown. 2. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 3. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 4. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw based may be required during construction as specified by Engineer or Soil Conservation Service. Rip rap shall be placed in areas of high velocity stream flow (minimum size 1/3 cu, ft.). Payment for additional straw bales shall be at the Contractors expense. Payment for additional rip rap (not shown on plans) and seeding shall be paid for on a unit basis. 5. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). 6. All proposed street areas shall be paved as noon as possible after subgrade is prepared. 7. All disturbed areas shall be seeded and mulched as specified below. This shall include all building pad fill areas. 8. Contractor shall remove all temporary erosion and sediment controls only when there is a sufficient growth of ground cover to prevent further erosion. Seeding Specifications: 1. Swales/Grassed Waterways: Permanent seeding shall take place between March 1 and May 15 or from August 10 to October 15 with the following per acre: 25* Kentucky 31 Fesque 15* Kentucky Blue Grass 1000* 12-12-12 fertiliser 3000* Mulch (Straw) 2. If grades are established between May 15 and August 10, a temporary seeding consisting of 40* of Annual Ryegrass shall be planted per acre. 3. If grades are established between October 15 and December 30, either Rye (grain) or Wheat may be used at the rate of 2 bushels/Ac. All grains should be cut at time of permanent seeding. All grains should be cut prior to seed maturing. 4. If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except in "bare" areas. 5. If grading occurs during December, January, or February, no seeding to take place till spring planting time; however, it is imperative that all sediment filters and traps are in place prior to bulk earthmoving or clearing. 6. All areas along street (approximately 25 foot behind curb) shall be seeded the same as swales. 7. All lots where grading has occured, shall be Needed with the temporary seeding process. 8. All dates shown are nominal, and may be varied with concurrence of the Engineer or the Local Soil Conservationist. soilsumm/iwp/form 3/31/88 S. Design - All materials and Construction methods shall be in aecordanoe with the riesommended standards for sewage works by the Great Lakes - Upper Mississippi River Board of States Sanitary Eaglneeers . 9. Pape bedding aBedding classes A. H. or C. as described in ASTM C12-74 (ANSIL A 106.2 or WPCF MP so. 0 (ASCE MOP No. 37) shall be used on all rigid pipe provided the proper strength pipe is used with the specified b#dding to support the anticipated load. b, BmMingelassesI, ii. or III, as described in ASTM D2321-74 (ANSI K65.171) shall be for all flexible pipe provided strength Pipe is used with the specified bedding to support the anticipated load. 1+0. All permits and easements shall be obtained from the City prior to construction. 11. All .areas disturbed by any construction shall be restored to its original condition. Excess construction material shall be removed from the project area as directed by the Developer at the Contractors expense. 12. Contractors sllurll verify the exact location of :all underground utilities at least 24 hours prior to any construction or excavation. During construction, all utilities shall be adequately protected and supported to minimize damage. The 13ngineer shall not be responsible for any damage caused by an erroneous location shown or by the omission of a utility location on these plans.