DEMOLITION AND CONSTRUCTION PLANS 62 U

Transcription

1 STTE OF KNSS STTE PROJECT N0. YER SHEET TOTL KNSS DEPRTMENT OF TRNSPORTTION F.. DEMOLITION ND CONSTRUCTION PLNS 6 U MITCHELL COUNTY FEDERL ID PROJECT CITY OF ELOIT SFE ROUTES TO SCHOOL May,07 GROSS LENGTH OF PROJECT EXCEPTIONS 767 FT. (90 FT dd lt.) 0 FT. (93 FT dd lt.) CIVIL ENGINEERS LND SURVEYORS LNDSCPE RCHITECTS 5 GRDEN WY MNHTTN, KNSS P S. Mill Street ELOIT, KNSS P DDITIONS 0 FT. RECOM. FOR PPROVL-DTE NET LENGTH OF PROJECT NET LENGTH OF RIDGES NET LENGTH OF ROD FT. FT. FT MILES MILES MILES MY 9, 07 LOCL PULIC OFFICIL KNSS DEPRTMENT OF TRNSPORTTION

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14 SIDEWLK CONSTRUCTION (D") (TYP.) NO SCLE SECTION VIEW CUR, EDGE (D") (E) (SPECIL) NO SCLE SECTION VIEW CUR, EDGE (D") (E) (SPECIL) NO SCLE ELEVTION VIEW LNDSCPE RETINING WLL ELEVTION NO SCLE VIEW LNDSCPE RETINING WLL NOTES:. See specifications for materials and construction requirements.. 6-inch or 8-inch unit course thickness may be used. 3. Meet the following dimensional requirements: "": Wall height varies (4 ft. max.). See site plans for average wall height throughout. "": ase width shall be as per wall manufacturer's recommendations, but shall not be less than the modular unit depth plus -inches, with the unit centered thereon. "C": ase thickness shall be as per wall maufacturer's recommendations, but shall not be less than 6-inches, unless otherwise specified May 9, 07 LNDSCPE RETINING WLL NO SCLE SECTION VIEW "D": t least one full course height shall be below finish grade on the exposed side of the wall. 4. Color of Landscape Retaining wall block shall be tan or gray. 5. Excavation and Compaction for construction of Landscape Retaining Wall shall be subsidiary.

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16 SUMMRY OF STTE PROJECT N0. YER TOTL SHEET CLERING ND GRUING KNSS 6 U SE ID STTION DESCRIPTION Lt. 4" Tree Stump Lt. 30" Siberian Elm Lt. 30" Siberian Elm SUMMRY OF REMOVLS & RELOCTIONS (INFORMTION ONLY) Drawn y :hdougherty Plo ted :9-M Y-07 5:35 File :6 rd050.dgn Lt. 3" Siberian Elm +35. Lt. 30" Siberian Elm Lt. 3" Siberian Elm Lt. 8" Hackberry +08. Lt. 8" Pine Lt. 4" Siberian Elm Lt. 8" Tree Stump Lt. Pampas Grass Lt. Tree Stump Lt. ush Stump Lt. 30" Elm Lt. " Elm Lt. 48" merican Elm Lt. 30" Peach Tree DDITIVE # NONE DDITIVE # STTION DESCRIPTION Lt. 36" Locust Lt. 8" merican Elm Lt. 30" Siberian Elm Lt. 8" Redbud SUMMRY OF CONCRETE PVEMENT (6" UNIFORM) (E) SE ID STTION CONCRETE Lt SF = 30.0 SY Lt SF = 9.48 SY Lt. 5.9 SF = 3.9 SY Lt SF = 7.54 SY Lt SF = 38.0 SY TOTL SE ID = 9.0 SY SUMMRY OF SIDEWLK CONSTRUCTION (6") (E) SE ID STTION CONCRETE Lt SF = 5.30 SY Lt SF = 0.66 SY Lt SF = 8.88 SY Lt SF = 7. SY Lt SF =.6 SY Lt. 5.6 SF = 5.73 SY Lt SF = 9.35 SY Lt SF = 3.30 SY Lt SF = 0.40 SY Lt SF = 0.33 SY Lt SF = 4.50 SY Lt SF = 3.8 SY Lt SF = 9.50 SY Lt SF = 0.86 SY Lt SF = 4.97 SY Lt SF = SY Lt SF = 4.9 SY Lt SF = 5.5 SY Lt SF = 6.45 SY Lt SF = 8.45 SY Lt SF = 7.3 SY Lt SF = 4.6 SY Lt SF = 3.83 SY Lt SF = 5.5 SY Lt SF = 9.78 SY TOTL SE ID = 8.7 SY DDITIVE # STTION Lt Lt. CONCRETE 99.9 SF =.0 SY SF = 9.78 SY TOTL DD. # = 0.8 SY DDITIVE # STTION CONCRETE Lt SF = 4. SY Lt SF =. SY Lt SF = 0. SY Lt. 6.3 SF = 6.79 SY Lt SF = 8.30 SY TOTL DD. # = 6.4 SY SE ID STTION DESCRIPTION Lt. Fire Hydrant Lt. Street Sign Lt. Fire Hydrant Lt. Street Sign Lt. Street Sign Lt. Gas Meter Lt. Water Meter Lt. Mailbox Row SUMMRY OF SIDEWLK CONSTRUCTION (4") (E) 5' vg. Width SE ID - th Street EG. ST Lt Lt. END ST Lt Lt. CONCRETE PER LOCK +9.6 Lt Lt. 40 SF = 55.8 SY Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt. 355 SF = 50.6 SY Lt Lt Lt Lt. 393 SF = 54.8 SY Lt Lt Lt. 60 SF = 68.9 SY Lt Lt Lt Lt SF = 44.9 SY SE ID - 4th venue Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt. 36 SF = 5.3 SY Lt Lt Lt Lt Lt Lt. 49 SF = 57.7 SY Lt Lt Lt Lt. 373 SF = 5.6 SY Lt Lt Lt Lt Lt Lt. 53 SF = 68. SY Lt Lt Lt Lt. 070 SF = 30.0 SY Lt Lt Lt Lt. 393 SF = 54.8 SY Lt Lt Lt Lt. 54 SF = 60. SY Lt Lt Lt Lt Lt Lt. 806 SF = 00.7 SY Lt Lt Lt Lt. 787 SF = 87.4 SY TOTL SE ID = SY DDITIVE # STTION STTION Lt Lt Lt Lt Lt Lt Lt Lt. CONCRETE PER LOCK SF = 94.9 SY 34 SF = 37.9 SY TOTL DD. # = 3.8 SY DDITIVE # STTION STTION CONCRETE PER LOCK Lt Lt Lt Lt Lt Lt Lt Lt. 379 SF = 53. SY Lt Lt Lt Lt SF = 65. SY Lt Lt. 68 SF = 7.6 SY TOTL DD. # = 36.0 SY SE ID SUMMRY OF ROCK EXCVTION STTION LENGTH (FT.) WIDTH (FT.) DEPTH (IN.) VOLUME (CY) DDITIVE # DDITIVE # DRIVEWY SE ID TOTL = 80. CY.70 DD. # TOTL = 7.8 CY DD. # TOTL =.9 CY DESCRIPTION LIMESTONE DRIVEWY DRIVEWY DRIVEWY DRIVEWY RTW STEPS/SW RTW DRIVEWY DRIVEWY DRIVEWY DRIVEWY LLEY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY DRIVEWY STTION TO STTION SE ID TOTLS DDITIVE # TOTLS DDITIVE # TOTLS SUMMRY OF ERTHWORK COMMON Rem. Drainage Structure summary S.W.K. J.O Detailed on CDD R.J.S J.O.. RD050 DTE REVISIONS Y PP'D FHW PPROVL DESIGNED EXCVTION C.Y. VMF WSTE C.Y. VMF * *Existing sidewalk to be wasted. ROCK.6.00 * * KNSS DEPRTMENT OF TRNSPORTTION SUMMRY OF QUNTITIES SE ID, DD. # & DD. # DETILED WSTE Existing pavement, landscaping, and curb and gutter to be wasted CONTR. FURN. C.Y QUNTITIES DESIGN CK. DETIL CK. QUN.CK. TYPE (MR 90) C.Y alance Note (ase id): *85.6 Cu. Yds. Common Excavation **80. Cu. Yds. Rock Excavation (VMF =.00) 40.0 Cu. Yds. Embankment *Includes:.6 Cu. Yds. from removal of existing sidewalk to be wasted. (VMF =.00) 73.0 Cu. Yds. Excavation (VMF = 0.79) **Includes: Cu. Yds. from removal of existing pavement to be wasted. alance Note (DD. #): *.6 Cu. Yds. Common Excavation (VMF =.00) **7.8 Cu. Yds. Rock Excavation (VMF =.00) 4. Cu. Yds. Embankment *Includes:.6 Cu. Yds. from removal of existing sidewalk to be wasted. **Includes: 7.8 Cu. Yds. from removal of existing pavement to be wasted. alance Note (DD. #): *48.4 Cu. Yds. Common Excavation (VMF =.00) **.9 Cu. Yds. Rock Excavation (VMF =.00) 0.8 Cu. Yds. Embankment *Includes: 48.4 Cu. Yds. from removal of existing sidewalk to be wasted. **Includes:.9 Cu. Yds. from removal of existing pavement to be wasted. COMP PP'D. James O. rewer TRCED.N.. TRCE CK. S.W.K. Sheet No. 6

17 SUMMRY OF SIDEWLK RMPS (DETECTLE WRNING) SUMMRY OF CUR, EDGE (E) (SPECIL) STTE KNSS PROJECT N0. 6 U TOTL YER SHEET SE ID STTION INTERSECTION Lt. th/ell Lt. th/mill Lt. th/mill Lt. th/hersey Lt. th/hersey Lt. th/campbell +3. Lt. th/campbell Lt. th/walnut Lt. 4th/Highland Lt. 4th/Highland Lt. 4th/Logan Lt. 4th/roadway Lt. 4th/oradway Lt. 4th/Central Lt. 4th/Central Lt. 4th/Woodland Lt. 4th/Woodland Lt. 4th/Kansas Lt. 4th/Kansas Lt. 4th/Independence Lt. 4th/Independence QUDRNT NE NW NE NW NE NW NE NW NW NE NW NW NE NW NE NW NE NW NW NW NW RE (SY) SE ID EGIN END WLL LENGTH STTION STTION (FT.) Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt Lt TOTL SE = 03.6 DDITIVE # EGIN END WLL LENGTH STTION STTION (FT.) Lt Lt Lt Lt TOTL DD. # = 39.9 DDITIVE # EGIN END WLL LENGTH STTION STTION (FT.) Lt Lt. 7.6 TOTL DD. # = 7.6 RECPITULTION OF ROD QUNTITIES ITEM QUNTITY UNIT SE ID MOILIZTION CLERING ND GRUING COMPCTION OF ERTHWORK (TYPE ) (MR 90) WTER (GRDING) (SET PRICE) COMMON EXCVTION ROCK EXCVTION LS LS 40 CY 85 8 SIDEWLK CONSTRUCTION (4")(E) 308 SIDEWLK CONSTRUCTION (6")(E) 8 CONCRETE PVEMENT (6" UNIFORM) (E) 9 MGL CY CY SY SY SY Lt. 4th/Independence NE Lt. 4th/Lincoln NW Lt. 4th/Chestnut NW Lt. 4th/Chestnut DDITIVE # STTION INTERSECTION Lt. 4th/Chestnut 7+.8 Lt. 4th/Chestnut NW 8.6 TOTL SE ID = 39.4 SY QUDRNT RE (SY) NE 7. NE 0. CONCRETE REINFORCING (GRDE 3.0) (E) STEEL SIDEWLK RMP (DETECTLE WRNING) 39 CUR, EDGE (E) (Special) 04 CUR ND GUTTER, COMINED (E) 9 CONCRETE (GRDE 3.0) (E). REINFORCING STEEL (GRDE 60) 44 LNDSCPE RETINING WLL 43 CONTRCTOR CONSTRUCTION STKING DDITIVE # COMPCTION OF ERTHWORK (TYPE ) (MR 90) 4 SY CY LS SF LS CY Lt. 4th/ell Lt. 4th/ell Lt. 4th/ell Lt. 4th/ell DDITIVE # NW 7.8 NW 4.7 NE 5.9 NE 7.8 TOTL DDITIVE # = 43.6 SY SE ID STTION C.Y Lt Lt. 0.6 SE ID (LS) COMMON EXCVTION 3 COMMON EXCVTION (CONTRCTOR FURNISHED) 5.3 ROCK EXCVTION 8 SIDEWLK CONSTRUCTION (4")(E) 33 SIDEWLK CONSTRUCTION (6")(E) SIDEWLK RMP (DETECTLE WRNING) 44 CY CY CY SY SY SY STTION INTERSECTION QUDRNT Lt. 4th/Campbell NW RE (SY) 8.9 CUR, EDGE (E) (Special) CONTRCTOR CONSTRUCTION STKING 40 LS Lt Lt Lt Lt. 4th/Campbell 4th/Campbell 4th/Campbell 4th/Walnut NW NE NE NW TOTL DDITIVE # = 4. SY DDITIVE # CLERING ND GRUING COMPCTION OF ERTHWORK (TYPE ) (MR 90) COMMON EXCVTION LS 48 COMMON EXCVTION (CONTRCTOR FURNISHED) 3.7 CY CY CY ROCK EXCVTION 3 CY SIDEWLK CONSTRUCTION (4")(E) SIDEWLK CONSTRUCTION (6")(E) 36 6 SY SY SIDEWLK RMP (DETECTLE WRNING) 4 SY CUR, EDGE (E) (Special) 8 CONTRCTOR CONSTRUCTION STKING LS SUMMRY OF LNDSCPE RETINING WLLS SE ID - RETINING WLL EGIN STTION Lt. END STTION Lt. WLL VG. HT WLL LENGTH (IN.) (FT.) 8 53 WLL SURFCE (SF) Lt Lt TOTL SE ID = 4.7 SF Drawn y :hdougherty Plo ted :9-M Y-07 5:35 File :7 rd050.dgn SUMMRY OF COMINED CUR & GUTTER TYPE I ('-6" Width) SE ID EGIN END LENGTH STTION STTION (FT.) Lt Lt. 8.9 TOTL SE ID = 8.9 SUMMRY OF REMOVLS & RELOCTIONS (INFORMTION ONLY) SE ID STTION DESCRIPTION Lt. Fire Hydrant Lt. Street Sign Lt. Fire Hydrant Lt. Street Sign Lt. Street Sign Lt. Gas Meter Lt. Water Meter Lt. Mailbox Row Rem. Drainage Structure summary S.W.K. J.O Detailed on CDD R.J.S J.O.. RD050 DTE REVISIONS Y PP'D FHW PPROVL DESIGNED KNSS DEPRTMENT OF TRNSPORTTION SUMMRY OF QUNTITIES SE ID, DD. # & DD. # DETILED QUNTITIES DESIGN CK. DETIL CK. QUN.CK. PP'D. James O. rewer TRCED.N.. TRCE CK. S.W.K. Sheet No. 7

18 STTE PROJECT YER SHEET TOTL KNSS 6 U SEEDING PERIODS SURFCED RE and (if any) Stabilized Shoulders ì SURFCED RE If rock is exposed at bottom of a ditch, it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material COOL SESON February 5 to pril 0 and ugust 5 to Sept. 30 SPECIES luegrasses romegrasses WRM SESON November 5 to June SPECIES ig luestem lue Grama GENERL NOTES The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications except as noted below. CUT SECTION Canada Wi l drye Fescues Prairie Junegrass Reed Canarygrass uffalograss Eastern Gamagrass Indiangrass Little luestem ll borrow areas shown on the plans are to be fertilized, seeded, and mulched. However, operation in borrow areas where crops are growing may be omitted when requested by the owner. It shall not be required to till the area to bare ground prior to permanent seeding. If temporary cover has pro- SURFCED RE and (if any) Stabilized Shoulders ì SURFCED RE SHOULDER MIX OTHER MIX (includes wildflowers) Ryegrasses Sand luestem Sterile Wheatgrass Sand Dropseed Tall Dropseed Sand Lovegrass Western Wheatgrass Side Oats Grama Switchgrass Wildflower Mixes When "Cool Season" species are mixed with vided stable slopes with no erosion, seed the permanent grasses into the existing cover. If there has been erosion that requires repair prior to seeding, then it may be necessary to regrade the area, resulting in bare ground. FERTILIZER: ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O 5 listed in Summary of Seeding Quantities will be acceptable. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching material is as follows: "Warm Season" species, in areas of acre or more, the mixture shall be seeded during ƒ - Tons per cre = "loose depth spread uniformly over acre. FILL SECTION the "Warm Season". In areas of less than acre, the mixture of "Cool Season" and "Warm Season" species may be seeded during gricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North merican Weed Free Forage Standards. the "Warm or Cool Seasons". Other vegetative mulches are acceptable only with the Engineer's concurrence. Fertilize, Seed & Mulch SURFCED RE and (if any) Stabilized Shoulders Fertilize, Seed & Mulch ì SURFCED RE and (if any) Stabilized Shoulders SODDING PERIODS March to pri l 5 and September to November 5 The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. Fill Section Cut Section TYPICL SECTION - DUL PVEMENT SUMMRY OF SEEDING QUNTITIES SHLDR RTE/CRE OTHER P.L.S. SHLDR CRES OTHER ID ITEM QUNTITY UNIT NTIVE WILDFLOWER MIX NTIVE WILDFLOWER MIX PLS RTE NME QTY (lb) PLS RTE NME QTY (lb) 0.3 utterfly Milkweed 0.3 utterfly Milkweed 0.3 Common Milkweed 0.3 lack Eyed Susan 0.3 lack Eyed Susan 0.5 lack Sampson Coneflower 0.5 lanket Flower.0 lanket Flower 0.5 False Sunflower 0. Maximilian Sunflower 0.5 Lance-Leaf Coreopsis 0. Plains Coreopsis 0. Maximilian Sunflower 0. Upright Prairie Coneflower 0. New England ster 0. Western Yarrow 0. Pinnate Prairie Coneflower 0.3 Lemon Mint 0. Plains Coreopsis 0.4 Pitcher Sage Plot Location: Purple Coneflower Upright Prairie Coneflower Dames Rocket Lemon Mint Pitcher Sage Wild ergamot Illinois undleflower Common Evening Primrose lue Wild Indigo Leadplant Purple Prairie Clover White Prairie Clover.0 Illinois undleflower 7.4 Total (lb) Std. ase File: Plotted y: hdougherty 8 la850.dgn File: 9-MY-07 5:35 Plot Date: Common Evening Primrose Hoary Verbena Purple Prairie Clover Roundhead Lespedeza Showy Partridge Pea White Prairie Clover Total (lb) Package and deliver the wildflower seed separately from the grass seed mix. Package and deliver the Tall Drop Seed separately from the grass seed and the wildflower mix. Place the grass seed (except Tall Drop Seed) in the large seed box and drill (cover) seed " - ". Place the wildflower seed in a separate seed box and drill (cover) seed ˆ" maximum. Place the Tall Drop Seed in a separate (third) seed box and place the seed (using the seed drill) on the soil surface. OPTION: roadcast Tall Drop Seed on the soil surface. Mulching * SHLDR = Seeded with the Shoulder Mix. Typically 5 feet for -lane roads and 30 feet for 4-lane roads. Includes outside roadsides, turfed portions of shoulders, and turfed portion of the median. OTHER = Seeded with the "Other" Mix. Designated as all other turf areas, except the Shoulder. Usually includes a Native Wildflower Mix. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. ll disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. * See L85 for mulching quantity. The quantity of mulch is estimated. The total mulch required shall be determined in the field. The bid item for mulching shall be paid for according to the Standard Specifications. 4 /0/7 Revised Standard MRD 3 6/0/6 Revised Standard MRD 6/0/3 Revised Standard MRM 3/0/3 Revised Standard MRM DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION PERMNENT SEEDING SUMMRY OF SEEDING QUNTITIES L850 FHW PPROVL 6/5/06 PP'D Scott H. Shields DESIGNED MRD DETILED MRD QUNTITIES CDD DESIGN CK. DETIL CK. QUN.CK. CDD CK. CDconform Certify This File CDconform Certify This File Sheet No. 8

19 STTE PROJECT YER SHEET TOTL If rock is exposed at KNSS 6 U the bottom of a ditch, FUTURE SURFCE ì FUTURE SURFCE it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material SUMMRY OF SEEDING / EROSION CONTROL QUNTITIES P.L.S. RTE/ CRE CLT SL/CH CLT CRES SL/CH ID ITEM QUNTITY UNIT RMP CUT SECTION Temporary Fertilizer ( * - ** - *** ) L Temporary Seed (Canada Wildrye) L ì Temporary Seed (Grain Oats) L Temporary Seed (Sterile Wheatgrass) L FUTURE SURFCE FUTURE SURFCE Soil Erosion Mix Temporary Seeding Erosion Control (Class, Type Y) Erosion Control (Class, Type Y) L LS SQ YD SQ YD Sediment Removal (Set Price) Synthetic Sediment arrier CU YD Temporary erm (Set Price) RMP FILL SECTION Temporary Ditch Check (Rock) Temporary Inlet Sediment arrier Temporary Sediment asin Temporary Slope Drain Temporary Stream Crossing CU YD ECH CU YD ECH FUTURE SURFCE ì FUTURE SURFCE iodegradable Log (9") iodegradable Log (") iodegradable Log (0") 80 Filter Sock (8") 45 FILL SECTION CUT SECTION Geotextile (Erosion Control) Silt Fence SWPPP Design à SQ YD LS TYPICL SECTION - DUL PVEMENT SWPPP Inspection à ECH Water Pollution Control Manager à ECH 900 lbs / acre Mulch Tacking Slurry L tons / acre 0. Mulching 0.36 TON Plot Location: FERTILIZER: ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O listed in Summary of Quantities will be 5 acceptable. * - N = Nitrogen Rate of pplication ** - P O 5 = Phosphorous Rate of pplication *** - K O = Potassium Rate of pplication The Contractor will be required to finish areas of excavation, borrow and embankment in accordance with the specifications. reas that require installation or construction of temporary water pollution control items will be finished in reasonable close conformity to the alignment, grade and cross section shown on the plans or as established by the Engineer. GENERL NOTES CLT = Construction Limit Tract. This area is defined by the entire disturbed area of the project that requires seeding and erosion control measures to be placed. ny impervious areas (i.e. pavement, gravel, riprap, etc.) shall not be included in this measurement. Slope = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. Channel = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. ll disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. Regreen and Quick Guard are the approved sterile wheatgrass products. **** List size of material. Water (Erosion Control) (Set Price) Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection. à If the total disturbed area of the project, not just the seeding area, is acre or more, then these bid items must be included. The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according to the Standard Specifications. MGL Std. ase File: Plotted y: hdougherty 9 la85a - SEID.dgn File: 9-MY-07 5:35 Plot Date: Temporary seeding shall be done during any time of the year that the soil can be cultivated. fter the temporary seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows: ƒ - Tons per cre = "loose depth spread uniformly over acre. gricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North merican Weed Free Forage Standards. Other vegetative mulches are acceptable only with the Engineer's concurrence. The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. SOIL EROSION MIX PLS RTE NME QTY (lb) Total (lb) The Soil Erosion Mix is to be placed under the Class and/or Class erosion control material. 3 4/06/5 L85 FHW PPROVL DESIGNED /0/7 6/0/6 DESIGN CK. TEMPORRY EROSION ND 6/5/06 MRD MRD MRD DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION MRD Revised Standard Revised Standard Revised Standard POLLUTION CONTROL DETILED DETIL CK. SE ID PP'D MRD QUNTITIES QUN.CK. CDD CDD CK. Scott H. Shields CDconform Certify This File CDconform Certify This File Sheet No. 9

20 STTE PROJECT YER SHEET TOTL If rock is exposed at KNSS 6 U the bottom of a ditch, FUTURE SURFCE ì FUTURE SURFCE it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material SUMMRY OF SEEDING / EROSION CONTROL QUNTITIES P.L.S. RTE/ CRE CLT SL/CH CLT CRES SL/CH ID ITEM QUNTITY UNIT RMP CUT SECTION Temporary Fertilizer ( * - ** - *** ) L Temporary Seed (Canada Wildrye) L ì Temporary Seed (Grain Oats) L Temporary Seed (Sterile Wheatgrass) L FUTURE Soil Erosion Mix L FUTURE SURFCE SURFCE Temporary Seeding Erosion Control (Class, Type Y) Erosion Control (Class, Type Y) LS SQ YD SQ YD Sediment Removal (Set Price) Synthetic Sediment arrier CU YD Temporary erm (Set Price) RMP FILL SECTION Temporary Ditch Check (Rock) Temporary Inlet Sediment arrier Temporary Sediment asin Temporary Slope Drain Temporary Stream Crossing CU YD ECH CU YD ECH FUTURE SURFCE ì FUTURE SURFCE iodegradable Log (9") iodegradable Log (") iodegradable Log (0") 0 Filter Sock (8") 0 FILL SECTION CUT SECTION Geotextile (Erosion Control) Silt Fence SWPPP Design à SQ YD LS TYPICL SECTION - DUL PVEMENT SWPPP Inspection à ECH Water Pollution Control Manager à ECH 900 lbs / acre Mulch Tacking Slurry L tons / acre 0.0 Mulching 0.03 TON Plot Location: FERTILIZER: ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O listed in Summary of Quantities will be 5 acceptable. * - N = Nitrogen Rate of pplication ** - P O 5 = Phosphorous Rate of pplication *** - K O = Potassium Rate of pplication The Contractor will be required to finish areas of excavation, borrow and embankment in accordance with the specifications. reas that require installation or construction of temporary water pollution control items will be finished in reasonable close conformity to the alignment, grade and cross section shown on the plans or as established by the Engineer. GENERL NOTES CLT = Construction Limit Tract. This area is defined by the entire disturbed area of the project that requires seeding and erosion control measures to be placed. ny impervious areas (i.e. pavement, gravel, riprap, etc.) shall not be included in this measurement. Slope = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. Channel = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. ll disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. Regreen and Quick Guard are the approved sterile wheatgrass products. **** List size of material. Water (Erosion Control) (Set Price) Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection. à If the total disturbed area of the project, not just the seeding area, is acre or more, then these bid items must be included. The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according to the Standard Specifications. MGL Std. ase File: Plotted y: hdougherty 0 la85a - add.dgn File: 9-MY-07 5:35 Plot Date: Temporary seeding shall be done during any time of the year that the soil can be cultivated. fter the temporary seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows: ƒ - Tons per cre = "loose depth spread uniformly over acre. gricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North merican Weed Free Forage Standards. Other vegetative mulches are acceptable only with the Engineer's concurrence. The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. SOIL EROSION MIX PLS RTE NME QTY (lb) Total (lb) The Soil Erosion Mix is to be placed under the Class and/or Class erosion control material. 3 4/06/5 L85 FHW PPROVL DESIGNED /0/7 6/0/6 DESIGN CK. TEMPORRY EROSION ND 6/5/06 MRD MRD MRD DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION MRD Revised Standard Revised Standard Revised Standard POLLUTION CONTROL DETILED DETIL CK. DDITIVE # PP'D MRD QUNTITIES QUN.CK. CDD CDD CK. Scott H. Shields CDconform Certify This File CDconform Certify This File Sheet No. 0

21 STTE PROJECT YER SHEET TOTL If rock is exposed at KNSS 6 U the bottom of a ditch, FUTURE SURFCE ì FUTURE SURFCE it shall be left in place and seeding shall not be required. Exposed rock, shale, or other material SUMMRY OF SEEDING / EROSION CONTROL QUNTITIES P.L.S. RTE/ CRE CLT SL/CH CLT CRES SL/CH ID ITEM QUNTITY UNIT RMP CUT SECTION Temporary Fertilizer ( * - ** - *** ) L Temporary Seed (Canada Wildrye) L ì Temporary Seed (Grain Oats) L Temporary Seed (Sterile Wheatgrass) L FUTURE Soil Erosion Mix L FUTURE SURFCE SURFCE Temporary Seeding Erosion Control (Class, Type Y) Erosion Control (Class, Type Y) LS SQ YD SQ YD Sediment Removal (Set Price) Synthetic Sediment arrier CU YD Temporary erm (Set Price) RMP FILL SECTION Temporary Ditch Check (Rock) Temporary Inlet Sediment arrier Temporary Sediment asin Temporary Slope Drain Temporary Stream Crossing CU YD ECH CU YD ECH FUTURE SURFCE ì FUTURE SURFCE iodegradable Log (9") iodegradable Log (") iodegradable Log (0") 40 Filter Sock (8") 0 FILL SECTION CUT SECTION Geotextile (Erosion Control) Silt Fence SWPPP Design à SQ YD LS TYPICL SECTION - DUL PVEMENT SWPPP Inspection à ECH Water Pollution Control Manager à ECH 900 lbs / acre Mulch Tacking Slurry L tons / acre 0.0 Mulching 0.06 TON Plot Location: FERTILIZER: ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O, K O listed in Summary of Quantities will be 5 acceptable. * - N = Nitrogen Rate of pplication ** - P O 5 = Phosphorous Rate of pplication *** - K O = Potassium Rate of pplication The Contractor will be required to finish areas of excavation, borrow and embankment in accordance with the specifications. reas that require installation or construction of temporary water pollution control items will be finished in reasonable close conformity to the alignment, grade and cross section shown on the plans or as established by the Engineer. GENERL NOTES CLT = Construction Limit Tract. This area is defined by the entire disturbed area of the project that requires seeding and erosion control measures to be placed. ny impervious areas (i.e. pavement, gravel, riprap, etc.) shall not be included in this measurement. Slope = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. Channel = Defined by the area of the project that requires Class erosion control material to be placed. This area shall be seeded using the Soil Erosion Mix prior to placement of the material. Drilling seed is preferred, however, broadcasting is acceptable if drilling is not possible. The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched. Soil preparation shall conform to the Standard Specifications. NOTE: Projects less than acre shall be bid as ''Seeding'' by the lump sum. ll disturbed areas shall be seeded, fertilized and mulched at the listed rate per acre. The acres are estimated. Regreen and Quick Guard are the approved sterile wheatgrass products. **** List size of material. Water (Erosion Control) (Set Price) Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection. à If the total disturbed area of the project, not just the seeding area, is acre or more, then these bid items must be included. The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according to the Standard Specifications. MGL Std. ase File: Plotted y: hdougherty la85a - add.dgn File: 9-MY-07 5:35 Plot Date: Temporary seeding shall be done during any time of the year that the soil can be cultivated. fter the temporary seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season. MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows: ƒ - Tons per cre = "loose depth spread uniformly over acre. gricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North merican Weed Free Forage Standards. Other vegetative mulches are acceptable only with the Engineer's concurrence. The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate protection of newly seeded areas. SOIL EROSION MIX PLS RTE NME QTY (lb) Total (lb) The Soil Erosion Mix is to be placed under the Class and/or Class erosion control material. 3 4/06/5 L85 FHW PPROVL DESIGNED /0/7 6/0/6 DESIGN CK. TEMPORRY EROSION ND POLLUTION CONTROL 6/5/06 MRD MRD MRD DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION MRD Revised Standard Revised Standard Revised Standard DETILED DETIL CK. DDITIVE # PP'D MRD QUNTITIES QUN.CK. CDD CDD CK. Scott H. Shields CDconform Certify This File CDconform Certify This File Sheet No.

22 STTE KNSS PROJECT YER SHEET TOTL 6 U Temporary erm Temporary erm (Transverse) 6'' Metal, Plastic or Flexible Rubber Pipe "Length" "Length" as required to contain and direct runoff to Slope Drain. Rock Dissipator or Other pproved Material Varies djust length of Slope Drain to match height of slope as 80 TYPICL PROFILE OF TEMPORRY SLOPE DRIN earthwork operations progress. NOTES: ) Temporary Slope Drain and Temporary erm may be used on either project foreslopes or project backslopes. Top of Slope Temporary erm NO SCLE ) Discharge of Slope Drains shall be into stabilized ditch or area, or into Sediment asin. 3) Pipe shall be secured in place as approved by Engineer. Temporary Slope Drain Slope 4) Temporary erms under,000 feet shall be bid by Set Price. Toe of Slope Face of Slope Temporary Slope Drain Pipe Temporary erm Varies ' min. Surface of Compacted Fill Temporary Transverse ermü :max. ' Temporary erm (Transverse) : max. ' min. :max. ' 4' 6' Rock Dissipator or Other pproved Material SECTION - NO SCLE SECTION - NO SCLE TYPICL PLN VIEW OF TEMPORRY ERM ND TEMPORRY SLOPE DRIN TYPICL PROFILE OF TEMPORRY ERM NO SCLE NO SCLE rticulated Concrete locks w/ Filter Fabric Pipe size may vary Pipe size may vary Plot Location: 6" Fi l l Material Place pipe buried 6" into stream bottom, in the lowest point of the channel to allow the passage of aquatic organisms, with additional pipes placed along the remainder of the stream channel bottom such that ordinary high water (OHW) flows designated in the Contract Documents shall flow through the pipes without overtopping the crossing. See KDOT Specifications for more information 6" Clean ggregate Fill Place pipe buried 6" into stream bottom, in the lowest point of the channel to allow the passage of aquatic organisms, with additional pipes placed along the remainder of the stream channel bottom such that ordinary high water (OHW) flows designated in the Contract Documents shall flow through the pipes without overtopping the crossing. See KDOT Specifications for more information Std. ase File: Plotted y: hdougherty la85b.dgn File: 9-MY-07 5:35 Plot Date: Clean ggregate Fill 6" SECTION - Steel Pipe Streambed SECTION - Clean ggregate Fill Clean ggregate Fill Over-Flow rea 6" Over-Flow rea Streambed SECTION - Clean ggregate Fill 3 0/5/0 Revised Standard WCL RDR 6//3 Revised Standard MRM /0/0 Revised Standard DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION TEMPORRY EROSION ND POLLUTION CONTROL TEMPORRY SLOPE DRIN MRM TEMPORRY STREM CROSSING (GGREGTE) TEMPORRY STREM CROSSING (RTICULTED CONCRETE LOCKS) NO SCLE TEMPORRY STREM CROSSING (GGREGTE) NO SCLE TEMP. STREM CROSS. (RTC. CONC. LOCKS) L85 FHW PPROVL DESIGNED DESIGN CK. MRM DETILED DETIL CK. /08/00 PP'D QUNTITIES QUN.CK. Scott H. Shields CDD CDD CK. Sheet No.

23 STTE PROJECT YER SHEET TOTL KNSS 6 U Soil or Gravel ackfill Main Flowline of Ditch 3' ( max. ) pron ( Typ. ) in nchor Trench. Secondary Direction of Flow Wire Staples: 6'' long x '' (min.) ( typ. ) Top of Dike eyond Inlet 6' Secondary Direction of Flow Main Flowline of Ditch Wire Staples: 6'' long x '' (min.) ( typ. ) Top of Dike eyond Inlet nlet Grate 6'' Soil or Gravel ackfill in nchor Trench. Main Flowline of Ditch Main Flowline of Ditch 6' Wire Staples: 6'' long x '' (min.) ( typ. ) nlet Grate 6'' Soil or Gravel ackfill in nchor Trench. PLN TEMPORRY I NLET SEDI MENT RRI ER (TRI NGULR SI LT DI KE METHOD) Soil or Gravel ackfill in nchor Trench. SECTION - NO SCLE SECTION - Manhole 4' maximum spacing for Stakes C 4' maximum spacing for Stakes Cross Pieces ( see Notes ) C ' (min.) ' 6' 6'' Silt Fence Fabric over Chicken Wire acking nlet Grate ttach Fence Fabric and Chicken Wire along Stakes and Cross Pieces on 6'' centers (max.). Soil or Gravel ackfill in nchor Trench. Wire Staples: 6'' long x '' 3' o/c ags = synthetic net (3mm mesh) or burlap bags Rock = approximately " to " diameter Main Flowline of Ditch 6" to 8" gap " X 4" board CUR INLET PROTECTION. If multiple gravel bags are required, place them in such a way that no gaps are evident. Std. ase File: Plot Location: Plotted y: hdougherty 3 la85c.dgn File: 9-MY-07 5:35 Plot Date: Silt Fence Fabric over Chicken Wire acking Cross Pieces ( see Notes ) PLN SECTION C - C TEMPORRY I NLET SEDI MENT RRI ER ( SI LT FENCE METHOD ) NO SCLE Stakes ( see Notes ) SILT FENCE:. Stakes shall be 4' (min.) long and of one of the following materials: a. Hardwood - " x "; b. Southern Pine (No. ) - " x "; c. Steel U, T, L, or C Section -.95 lbs. per '-0"; or d. Synthetic - same strength as wood stakes.. Cross pieces shall be of same material as stakes. 3. ttach fence fabric securely on 6" centers (max). 4. Use of high flow material is acceptable. 5. Refer to plan sheets to estimate the length of silt fence required. Tightly overlap ends ' min. Drop inlet use '-6" TO '-8" diameter log IODEGRDLE LOG/FILTER SOCK DROP INLET PROTECTION Note: 5% of log shall be keyed into ground during installation. Stake every 4' Material Requirements Use 00% shredded mulch or other non-compost biodegradable material as fill for logs. No compost or fines. No hay or straw. Do not use material which prohibits water infiltration. Log Mesh: Use mesh with " openings or larger. Mesh must allow water infiltration but also hold fill materal in place.. Height of bags (8" minimum diameter) must not be above top of curb. 3. lternative products may be used other than gravel bags such as the "Gutter uddy". Products must be approved by the Engineer. 4. Curb inlet protection will be measured and paid for as Filter Sock. 3 FHW PPROVL DESIGNED 3/0/5 6/0/3 3/0/3 DESIGN CK. Revised Standard Revised Standard Revised Standard 3/0/05 MRM MRM KNSS DEPRTMENT OF TRNSPORTTION DTE REVISIONS Y PP'D TEMPORRY EROSION ND POLLUTION CONTROL TEMP. INLET SEDIMENT RRIER (SILT FENCE) L85C TEMP. INLET SEDIMENT RRIER (T.S.D.) R CUR INLET PROTECTION DROP INLET PROTECTION DETILED DETIL CK. R PP'D QUNTITIES QUN.CK. R Scott H. Shields CDD CDD CK. Sheet No. 3

24 4' ( max. ) (on center) 4' ( max. ) (on center) SILT FENCE: INSTLLTION NOTES TOTL STTE PROJECT YER SHEET KNSS 6 U Stakes shall be 4' (min.) long and of one of the following materials: a. Hardwood - " x "; b. Southern Pine (No. ) - " x "; c. Steel U, T, L, or C Section -.95 lbs. per '-0"; or d. Synthetic - same strength as wood stakes. ' Silt Fence Fabric. ttach fence fabric with 3 zip ties within the top 8" of the fence lternate attachment methods may be approved by the Engineer on a performance basis. 3. Use of high flow material is acceptable. ' (min.) Soil or Gravel ackfill in nchor Trench Groundline at Silt Fence 4. Refer to plan sheets to estimate the length of silt fence required. IODEGRDLE LOG OR FILTER SOCK. Place biodegradable logs or filter sock tightly together minimum overlap of 8".. Wood stakes shall be '' x '' (nom.). 3. Refer to plan sheets to estimate length of biodegradable log and filter sock required. TYPICL ELEVTION 4. Each log or sock (except compost filter socks) should be keyed into the ground at a minimum of 5% of its height. Compost filter socks should be placed on smooth prepared ground with no gaps between the sock and soil. SILT FENCE RRIER 5. Length of stakes should be times the height of the log at a minimum NO SCLE with minimum ground embedment equal to the height of the log / sock. Geotextile fabric Silt Fence Fabric Soil or Gravel ackfill in nchor Trench. Direction of Flow 6'' Wire Staples: 6'' long x '' wide 3' o/c 6'' SECTION - Plastic zip ties, or other material approved by the field engineer, (50 lb. tensile strength) located in top 8". OR Stake 4' min. length post at 4' max. spacing Plastic zip ties, or other material approved by the field engineer, (50 lb. tensile strength) located in top 8". ' min. post embedment SECTION - 3' wide Tire compaction zone Direction of Flow Machine slice 6" - " depth iodegradable Log or Filter Sock Slope Interruptions PRODUCT 9" Sediment Log " Sediment Log 0" Sediment Log or 8" Filter Sock or " Filter Sockor 8" Filter Sock (ft) (ft) (ft) Slope Gradient ë4h:v H:V " " 8"-0" IODEGRDLE LOG MTERIL LOW FLOW HIGH FLOW Straw/Compost Excelsior / Wood Chips / Coconut Fiber Straw/Compost Excelsior / Wood Chips / Coconut Fiber Straw/Compost Excelsior / Wood Chips / Coconut Fiber Deviations should be approved by the Field Engineer. 8'' ( min. ) diameter Std. ase File: Plot Location: hdougherty Plotted y: 4 la85d.dgn File: 9-MY-07 5:35 Plot Date: h h Direction of Flow Direction of Flow iodegradable Log Section Downstream pron 4' ( max. ) (Optional) Stakes (typ.) SECTION - 8'' ( min. ) diameter iodegradable Log Section Downstream pron TYPICL ELEVTION (Optional) lternative Staking (Optional) LT. DETIL IODEGRDLE LOG SLOPE INTERRUPTIONS OPTIONL OR Filter Sock GENERL NOTES ) Slope interruptions shall be placed along contour lines, with a short section turned upgrade at each end of the barrier. ) The maximum length of the slope interruptions shall not exceed 50 feet, and the barrier ends need to be staggered. 3) Interruptions damaged by Contractor's negligence, including improper maintenance or lack of maintenance, shall be repaired immediately by Contractor at no additional cost to KDOT. 4) gricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood based mulch, shall meet the North merican Weed Free Forage Standards. 3 6/8/6 Revised Standard R 3/0/5 Revised Standard R 6/0/3 Revised Standard MRM DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION TEMPORRY EROSION ND POLLUTION CONTROL SLOPE INTERRUPTIONS IODEGRDLE LOG / SILT FENCE L85D FHW PPROVL 9/4/06 PP'D Scott H. Shields DESIGNED DETILED R QUNTITIES CDD DESIGN CK. DETIL CK. QUN.CK. CDD CK. CDconform Certify This File CDconform Certify This File Sheet No. 4

25 STTE PROJECT YER SHEET TOTL KNSS 6 U Traffic Lane Traffic Lane 0" IOLOG CHECK SPCING DITCH CL SPCING SLOPE INTERVL (%) (FEET) 8" FILTER SOCK CHECK SPCING DITCH CL SPCING SLOPE INTERVL (%) (FEET) Traffic Lane Traffic Lane NOTE: Use this spacing for all except Rock Ditch Checks. NOTE: Use this spacing for all except Rock Ditch Checks. Typical rrangement of Ditch Checks TYPICL DITCH CHECK LYOUT PLN NO SCLE GENERL NOTES ) The choice of ditch check methods is at the option of the Plot Location: Contractor. ) Use only rock checks in situations where the ditch slope is 6 percent or greater. ) Ditch checks damaged by Contractor's negligence, including Std. ase File: Plotted y: hdougherty 5 la85e.dgn File: 9-MY-07 5:35 Plot Date: improper maintenance or lack of maintenance, shall be repaired by Contractor at no extra cost to KDOT. 3 8/0/6 Revised Standard R 6/8/6 Revised Standard R 6/0/3 Revised Standard MRM DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION TEMPORRY EROSION ND POLLUTION CONTROL DITCH CHECKS L85E FHW PPROVL 9/4/06 DESIGNED DESIGN CK. DETILED DETIL CK. R PP'D QUNTITIES QUN.CK. Scott H. Shields CDD R CDD CK. CDconform Certify This File CDconform Certify This File Sheet No. 5

26 STTE PROJECT YER SHEET TOTL KNSS 6 U ROCK DITCH CHECK NOTES 0'. Rock shall be clean aggregate, D50 = 6''.. Place rock in such manner that water will flow over, not around ditch check. 3. Do not use rock ditch checks in clear zone. 4. Excavation: The ditch area shall be reshaped to Direction of Flow ' fill any eroded areas. Prior to placement of the SECTION - 6" Ground Level rock, the ditch shall be excavated to the dimensions of the Rock Ditch Check and to a minimum depth of 6" (50mm). fter placement of the rock, backfill and compact any over excavated soil to ditch grade. This work shall be subsidiary to the bid item Temporary Ditch Check (Rock). 5. ggregate excavated on site may be used as an alternate to the 6" rock, if approved by the Engineer. 6. The Engineer may approve the use of larger aggregates 6'' ( min. ) for the downstream portion of the check when conditions TEMPORRY ROCK DITCH CHECK SPCING warrant their use. 7. When the use of larger rock is approved, the upstream DITCH CL SLOPE (%) SPCING INTERVL (FEET) portion of the check should be constructed of D50 = 6" or smaller. TYPICL ELEVTION ROCK DITCH CHECK NOTE: Use this spacing only for Rock Ditch Checks. NO SCLE Direction of Flow Staples (typ.) IODEGRDLE LOG DIKE NOTES. Use as many biodegradable log sections as necessary to ensure water does not flow around end of ditch check.. Overlap sections a minimum of 8". Direction of Flow 8'' ( min. ) diameter iodegradable Log Section Downstream pron (Optional) 3. Stakes shall be wood or steel according to Section 4 of the Standard Specifications. Length of stakes shall be a minimum of x the diameter of the log. 4. Use Erosion Control (Class ) (Type C) as the downstream apron when required. la85g.dgn Std. ase File: Plot Location: Plotted y: hdougherty 6 la85g.dgn File: 9-MY-07 5:35 Plot Date: 4' ( min. ) 4' ( max. ) PLN Stakes (typ.) TYPICL ELEVTION Downstream pron (Optional) 5'' 4' ( max. ) 5'' IODEGRDLE LOG DITCH CHECK OR Filter Sock Ditch Check NO SCLE SECTION - Direction of Flow LT. DETIL OPTIONL 8'' ( min. ) diameter iodegradable Log Section Downstream pron (Optional) lternative Staking (Optional) 5. downstream apron is required when directed by the Engineer. pron material will be paid at the contract unit price. 6. Each log or sock (except compost filter socks) should be keyed into the ground at a minimum of 5% of its height. Compost filter socks should be placed on smooth prepared ground with no gaps between the sock and soil. 3 L85G DESIGNED DESIGN CK. 9/5/4 Revised Standard R ROCK DITCH CHECKS IODEGRDLE LOG DITCH CHECKS FHW PPROVL 8/0/6 Revised Standard R 0//5 Revised Standard R DTE REVISIONS Y PP'D KNSS DEPRTMENT OF TRNSPORTTION TEMPORRY EROSION ND POLLUTION CONTROL DETILED DETIL CK. 9/4/06 PP'D Scott H. Shields R QUNTITIES QUN.CK. CDD CDD CK. R R CDconform Certify This File CDconform Certify This File Sheet No. 6