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plan set - Preliminary 5-17-13_Page_115 FT. MIN LENGTH POST GEOTEXTILE FABRIC) s Fr. MIN. LENGTH POST AT 6 FT MAX. SPACING GEOTEXTILE FABRIC AT 6 Fi. MAX. SPACING ZIP E) GEpTEXTILE FABRIC wmE pLgsTIC ZIP IF 36' PoDE �ABreIC (50 TO I (Sa LB. (ENSILE) �36 (,5a LB. -ENSILE) LE) ANCHDRAGE rMENCH.BACKFILL LOCATED IN TOP 6•' STAPLES LOCATED IN Tas e" "U" TAMPED DIRECTION OF TIRE COMPACTOR ZONE NAFRTiEI DEPENIDIIAG NANRAL Net WATTLE WITH 36" LONG NOTE FLGW' B MIN. FLOW FLOW FLOW IN FEET X 100) till WITH 6 ", 11 GAUGE METAL SLOPE GRADIENT DOWNSTREAM STAPLES AT 4'INTERVALS ENTIRE WATTLE LENGTH SIDE OF FABRIC AT 2' BvER -LAP AT PROPERTY LINE I INTERVALS Ew A TYPE 9 MULCH - to 6 "MIN. SATURDAY w . ,ER an. MACHINE SLICE D 1D N Or GEOTEXTILE FABRIC 8' - 12" DEPTH �_1% MAINTENANCE OR DELIVERIES PAY GRADIENT SILT FENCE, HEAVY DUTY 1 2 SILT FENCE, MACHINE SLICED02 OF THESE HOURS. 5 FT. MIN. LENGTH POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36' WIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL 0 z FLOW IL w ♦e zo io? SILT FENCE TO BE PLACED �Go 6' ON CONTOUR SEE SLOPE /GRADE MIN. AND LENGTH CRITERIA BELOW mw SILT FENCE, PREASSEMBLED 1 2 VARIA6LE SLOPE SLOPE GRADE MAX LENGTH LESS THAN 2. 100 FEET 2 - 5 By 75 FEET 5 -10% 50 FEET NOTES: 1D - 2D % 25 FEET S LT FENCE PER MNBOT SPECS, SOURCE 2DO5 GREATER THAN 20% 15 FEET SEE SPECS 2573 UU 3886. LOCATION OF SILT FENCE 0 To Protect Area From Sheet Flow FOR SEDIMENT CONTROL 2° Maximum Contributing Area: 1 Acre VA 5ADESIRAa E LE SLOPE SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL fff OF I SILT CNANNASSEN FENCE REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.: 5300 FILE NAME: G: \ENG \SPECS \530D I. ROCK WEEPER GEOTEXTILE FABRIC) CHIMEN STAPLE DOWNSTREAM ANCHORED 6-12" MNDOT TYPE 9 MULCH u INTERVALS DIRECTION OF CO' WASHED ROCK) SURFACE FLOW ROCK) STAPLES AT 4'INTERVALs _V at." y aoo LOT 2 DIRECTION OF LEGEND NAFRTiEI DEPENIDIIAG SURFACE FLOW WATTLE WITH 36" LONG NOTE TYPE IV GEOTEXTILE FABRIC ii,�r POSTS DRIVEN Ills /STAPLE ANCHORED IN 6" X 6" TRENCH IN FEET X 100) DEGREE ANGLE WITH 6 ", 11 GAUGE METAL SLOPE GRADIENT DOWNSTREAM STAPLES AT 4'INTERVALS ENTIRE WATTLE LENGTH SIDE OF FABRIC AT 2' BvER -LAP AT PROPERTY LINE I INTERVALS BRACT TYPE 9 MULCH (1 D" WASHED ROCK) L BID WEEPER GEOTEXTILE FABRIC) CHIMEN STAPLE DOWNSTREAM ANCHORED 6 -12 SIDE OF FABRIC AT 2' MNDOT TYPE u INTERVALS DIRECTION OF 1� ox'aow couolii.AD SURFACE FLOW ROCK) TYPE IV GEOTEXTILE FABRIC) CHIMEN I ANCHORED IN 6" X 6" TRENCH MNDOT TYPE 9 MULCH WITH 6', 11 GAUGE METAL U g" WASHED /6" ROCK) STAPLES AT 4'INTERVALs _V at." y aoo LOT 2 CURB LEGEND HIGH -FLOW FABRIC TO 8" DIAM. WATTLE WITH 36" LONG NOTE I. SECTION A POSTS DRIVEN 24" INTO GROUND AT 30 SPACING-(HEIGHT IN FEET X 100) DEGREE ANGLE ALONGSIDE THE WATTLE SLOPE GRADIENT W =10' MIN, 25' MAX 4' O.C. ALONG ENTIRE WATTLE LENGTH I'll l'OS WEEPER DITCH CHECK bW111DN70LD DITCH CHECK WITH WATTLE REVISED 1- 2 -10 ENGINEERING DEPARTMENT PLATE ND.' FILE NAME C: \ENG \SPECS \5302H 5302H PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2013 Pioneer Engineering C RCP/ Pb_ 1 " -2" CLEAN CRUSHED ROCK OF F 'N 6 "MIN.DEPTH FOR ROCK F 10"MIN.DEPTH FOR WD DCHIPS R�0Q kO CH/ OAT S SOS MtJtM�M 18" MINIMUM CUT OFF BERM 10 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CFF[OF ROCK CHIMEN I CONSTRUCTION OFECIFINATIONG CUP ITANIALES DESIGN LOADS A ENTRANCE REVISED: 1 -1D ENGINEERING FILE NAME'.G: \ENG \SPECS \5301 DEPARTMENT PLATE No: 5301 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS Par �CFRRl e2e - awr�uxc xmnxc �ns:cr uD1.1-94 .n µlRDraw wo CHAODUGH TYPE FF FILTER] saa crc a Is IT. CARE EF1 UP MODEL #CC23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER /D OVERFLOW 2 - TOP OF CURB BOX 1A 0" FILTER ASSEMBLY \ -CURB CG -23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEB1rRII�SS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CFFIOF CATCH BASIN CNANNASSEN SEDIMENT TRAP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.. 5302A FILE NAME: G: ENG SPECS 5302A OF O\ ?AGAR O� WAPA� Where the flow of water Is sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stlps parallel to the direction of OVERLAPPING SOD water flow. NOTE. Although pegging on sod Is not specifically required It is understood that the contractor will be responsible for the successful establishment of the sad Including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. CFFYOF SOD CWNASSEN PLACEMENT REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.. FILE NAME: G: \ENG \SPECS \5303 5303 r 2" TO 3" WASHED ROCK I. PLAN VIEW PLAN FOR INDIVIDUAL LOTS OFECIFINATIONG CUP ITANIALES DESIGN LOADS A \ 2 A B DRAINAGE WAY N — _ _V at." y aoo LOT 2 CURB LEGEND HIGH -FLOW FABRIC L = 2W 5' MIN. LOT 3 I. SECTION A NOTE: iocE00T °nER la. aEAOaESTr RROOOO I'EIiIMETER 0 =3' MIN, 5' MAX DIRECTION OF arvE W =10' MIN, 25' MAX SURFACE FLOW �aPrlCncrvcc W(FT.)= 10 X DRAINAGE BvER -LAP AT PROPERTY LINE I AREA (AC.) 7AM -6PM 1.15 ' 5' MIN. SATURDAY 2 . ,ER an. D 1D The 'A ea n lard s TA,Ir w l GEOTEXTILE FABRIC CURB &GUTTER �_1% MAINTENANCE OR DELIVERIES MIN. REVERSE GRADIENT 111. TRAP OUTLET ALLOWED ON SITE OUTSIDE NOTES: W OF THESE HOURS. Z' TRAP USED FOR 2.5 ACRES CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952- 227 -1160 DRAINAGE AREA OR LESS. NOTES: DESIGN VOLUME IS A 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. MINIMUM OF 1800 CUBIC 1 3. SIGN SHALL HAVE WHITE BACKGROUND WITH FEET PER ACRE OF BLACK LETTERING. CONTRIBUTING DRAINAGE W STRAW MULCH AREA CFf[OF PERIMETER INFO SIGN TEMPORARY SEDIMENT TRAP CUMEN 2.5 ACRES OR LESS REVISER 2 -10 ENGINEERING DEPARTMENT PLATE NO.. 53021 FILE NAME: G. \ENG \SPECS\5302A a SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS Par �CFRRl e2e - awr�uxc xmnxc �ns:cr uD1.1-94 .n µlRDraw wo CHAODUGH TYPE FF FILTER] saa crc a Is IT. CARE EF1 UP MODEL #CC23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER /D OVERFLOW 2 - TOP OF CURB BOX 1A 0" FILTER ASSEMBLY \ -CURB CG -23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEB1rRII�SS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CFFIOF CATCH BASIN CNANNASSEN SEDIMENT TRAP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.. 5302A FILE NAME: G: ENG SPECS 5302A OF O\ ?AGAR O� WAPA� Where the flow of water Is sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stlps parallel to the direction of OVERLAPPING SOD water flow. NOTE. Although pegging on sod Is not specifically required It is understood that the contractor will be responsible for the successful establishment of the sad Including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. CFFYOF SOD CWNASSEN PLACEMENT REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.. FILE NAME: G: \ENG \SPECS \5303 5303 STREET `ENTRANCE STORM SEWER INLET W.CO OR SIMILAR INLET PROTECTION DETAIL 5502A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope -into property. • Perimeter controls can Include mulch sacks, mulch berms and /or silt fence. EROSION CONTROL * Topsoil-site has a of 4 -6 inches of topsoil. " Construction entrap e-1 to 2" clean crushed rack at a depth of 6 Inches. ^ House Roof Perimeter -Straw mulch of 2 Inches deep around house directly below roof line. If house hog rain gutters, downpoutg need energy dissipation. " Slopes - Steeper than 4:1 with positive grade to surface waters of the state need fiber blankets and temporary or permanent seeding, * Swales -Need blankets over final 200'. * Swales -Need check dams if slope is 4:1 or greater. MY OF EROSION CONTROL FOR CNANHASSEN INDIVIDUAL LOTS (TYP.) REVISED 2 -10 ENGINEERING DEPARTMENT r777 No_ 53028 FILE NAME G'. \ENG \SPECS \53126 8 SAMPLE EROSION CONTROL 0FR 05/31/05 HWiA: PLAN FOR INDIVIDUAL LOTS OFECIFINATIONG CUP ITANIALES DESIGN LOADS PROJECT NAME \ 2 MAINTAIN A 16 FOOT BUFFER BET WE EDGE OF WATER AND BRIT RBEO Sa LOT 1 SURFACE WATER aR WATERWAY OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX _V at." y aoo LOT 2 CURB LEGEND HIGH -FLOW FABRIC DEVELOPER- NAME � LOT 3 } ROAD DRAIN iocE00T °nER la. aEAOaESTr RROOOO I'EIiIMETER CONTACT- NAME CFTREmvECF arvE OPTION 1 - CRESCENT SILT FENCE I I �aPrlCncrvcc 6' BvER -LAP AT PROPERTY LINE I GPpP 7AM -6PM Ervo SATURDAY . ,ER an. 9AM -5PM The 'A ea n lard s TA,Ir w l ABSOLUTELYIII. NO CONSTRUCTION ACTIVITY, CURB &GUTTER MAINTENANCE OR DELIVERIES be Rund1, She droving. ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952- 227 -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. OLT EDGE 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. STRAW MULCH DEVELOPMENT PERIMETER INFO SIGN REVISED:l -10 ENGINEERING DEPARTMENT PLATE ND.: 5 31 3 FILE NAME. G: \ENG \SPECS \5313 a SURFACE WATER RATER FLOW OVER LAP ELT FErvcE �cuae e cu1TER STREET `ENTRANCE STORM SEWER INLET W.CO OR SIMILAR INLET PROTECTION DETAIL 5502A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope -into property. • Perimeter controls can Include mulch sacks, mulch berms and /or silt fence. EROSION CONTROL * Topsoil-site has a of 4 -6 inches of topsoil. " Construction entrap e-1 to 2" clean crushed rack at a depth of 6 Inches. ^ House Roof Perimeter -Straw mulch of 2 Inches deep around house directly below roof line. If house hog rain gutters, downpoutg need energy dissipation. " Slopes - Steeper than 4:1 with positive grade to surface waters of the state need fiber blankets and temporary or permanent seeding, * Swales -Need blankets over final 200'. * Swales -Need check dams if slope is 4:1 or greater. MY OF EROSION CONTROL FOR CNANHASSEN INDIVIDUAL LOTS (TYP.) REVISED 2 -10 ENGINEERING DEPARTMENT r777 No_ 53028 FILE NAME G'. \ENG \SPECS \53126 8 as xI °,L :woP¢ MHd:ST `8S ID m 0FR 05/31/05 HWiA: LOT 3 OFECIFINATIONG CUP ITANIALES DESIGN LOADS PROJECT NAME \ 2 R GAP DR AN PUSHING POP LICABILTY �:Gml 67 STOCK DRAINAGE SWALE PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX RESIDENTIAL SUBDIVISION CURB LEGEND HIGH -FLOW FABRIC DEVELOPER- NAME � PHONE NUMBER ROAD DRAIN RROOOO I'EIiIMETER CONTACT- NAME CFTREmvECF GF' CURB AND GUTTER MODEL PHONE NUMBER m a 6' �> PERMITTED CONSTRUCTION HOURS- MON. -FRI. GPpP 7AM -6PM DRIVE SATURDAY . ,ER an. 9AM -5PM ABSOLUTELYIII. NO CONSTRUCTION ACTIVITY, CURB &GUTTER MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952- 227 -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2 INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. Clll OF DEVELOPMENT CNAN�ISSEN INFO SIGN REVISED:l -10 ENGINEERING DEPARTMENT PLATE ND.: 5 31 3 FILE NAME. G: \ENG \SPECS \5313 PL e EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 as xI °,L :woP¢ MHd:ST `8S ID m 0FR 05/31/05 HWiA: LOT 3 OFECIFINATIONG CUP ITANIALES DESIGN LOADS \ \ 2 R GAP DR AN PUSHING POP LICABILTY �:Gml 67 STOCK DRAINAGE SWALE DEFLECTOR PLATE OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX 10" FILTER ASSEMBLY CURB LEGEND HIGH -FLOW FABRIC MIRAFIFF101 � M ROAD DRAIN RROOOO I'EIiIMETER HOUSE CFTREmvECF GF' CURB AND GUTTER MODEL ,cOld I U, d"', SILT PENCE m a CG 1161 �> GPpP DRIVE . ,ER an. CURB &GUTTER STREET ENTRANCE STORM SEWER INLET WIMW OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL " Perimeter sediment controls are necessary at downsloping property and street edges, Note that sediment controls need to provide containment by turning perimeter controls upslope -into property. " Perimeter controls can Include mulch socks, mulch berms and /or silk fence. EROSION CONTROL • Topsoil -Site has a minimum of 4 -6 Inches of topsoil. • Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below the roof line. If house has rain gutters, downspouts need energy dissipation. • Slopes - Steeper than 4.1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales -Need blankets over the final 200', " Swales -Need cback dams if slope o 4:1 or greater. CFFYOO F EROSION CONTROL FOR Cfff INDIVIDUAL LOT WITH CNANNASSEN SWALE DRAINAGE REVISED. z -t0 ENGINEERING DEPARTMENT PLATE NO.: 5302D FILE NAME. c: \ENG \SPECS \53D2D Galvanized J bolt W/ wing nut 4" Topsoil, Seed N & Mulch or Sod. Draintile Surmountable - Concrete Curb 21.804 DIA. 11.000 T o h sil N. 225 ICK "IWus"i 11 o m m o a O o o m o ® 0 0 INS 0 m 0 O 0 0 0 o m o 0 0 0 0 m 0 ® 1 0 0 0 o m a o 0 0 0 0 25.306 DIA. 25.681 DIA. 26.806 DIA. TAB O.D. 27' INFRASAFE SEDIMENT CONTROL BARRIER —DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL CL 30'/25' 15.5' to Back Silt Fabric Sleeve per Mni special provision 3886 30'/25' 15.5' to Back WATTLE BI DROLL WEIR ROCK & FABRIC WEIR TRASH GUARD BOTTOM BOTTOM \ OF FES OF FES 6" OR 12" "'POLL 6 " -12" OF 1Y2" TO 2" — SECURED INSIDE FES WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES CFITOF FLARED END SEDIMENT TRAP CNIMSEN I ROCK WEIR /WATTLE ROLL REVISED, 2 -10 PLATE No.: FILE NAME. G: \ENG \SPECS \53D2A ENGINEERING DEPARTMENT 5302E Wear Course to be 1/2" e Above Edge of Gutter SA 1 1 + 3 2.0% .0% 1.5 1 1' Draintile 1 1/2" MNDOT 2350 LVWE35030H Tack Coat 2357 2 "MNDOT 2350 EVNW35030B 12" —Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow ( *See Note 7) TYPICAL STREET SECTION (NOT TO SCALE) as xI °,L :woP¢ MHd:ST `8S ID m 0FR 05/31/05 HWiA: 6,609,852 OFECIFINATIONG CUP ITANIALES DESIGN LOADS RUN - CFO 1926 TRATArEr.AxCR�TRnw CmRm COSTm wCmTETRROUGH TYPE PC aam o oar @C.e ®d MA�Ra�RwE nmarW:ne ®d R GAP DR AN PUSHING POP LICABILTY �:Gml 67 STOCK as �rnrmx: DEFLECTOR PLATE OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX 10" FILTER ASSEMBLY CURB CG 3067 HIGH -FLOW FABRIC MIRAFIFF101 � M ROAD DRAIN INLET PROTECTION CFTREmvECF ••.- - _. - '_ •�. CURB AND GUTTER MODEL xmnra m a CG 1161 �> Wear Course to be 1/2" e Above Edge of Gutter SA 1 1 + 3 2.0% .0% 1.5 1 1' Draintile 1 1/2" MNDOT 2350 LVWE35030H Tack Coat 2357 2 "MNDOT 2350 EVNW35030B 12" —Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow ( *See Note 7) TYPICAL STREET SECTION (NOT TO SCALE)