New Market Township. Driveway/Approach Permit

Transcription

1 Permit Number Address: New Market Township Driveway/Approach Permit No person may construct or reconstruct any Driveway/Approach to a Township road without first obtaining a permit and the initial approval of the Township Engineer. Driveway/Approach must be completed BEFORE CONSTRUCTION OF THE HOME A $750 Bond and $50 non-refundable Inspection Fee is required before any installation begins.. The $750 Bond is refundable if the driveway/approach passes a final inspection.. Permits resulting in special circumstances will require a Town Board Recommendation. 3. Driveway Surfacing a. Minimum of ft. and a maximum of 3 ft. wide b. The driveway material must be equal or better to the road material within the right of way. i. Gravel roads can have gravel, blacktop, concrete or brick paver driveways ii. Blacktop roads can have blacktop, concrete or brick paver driveways c. Gravel surfaced driveways shall be minimum 6 Class 5 Aggregate surfacing within Right of Way d. Blacktop surfaced driveways shall be minimum 3 blacktop over 6 class 5 aggregate base within Right of Way. e. Concrete and brick pavers are subject to approval.. Culverts a. Materials i. Allowable materials are corrugated metal (CMP), Dual Wall HDPE, Dual Wall Polypropylene, or Reinforced concrete (RCP) ii. Aprons are required at each side. b. Size i. Minimum inside culvert diameter is 5 inch. Culverts to be evaluated individually for sizing requirements. ii. The Township Engineer reserves the right to increase culvert size based on driveway location, at no cost to the Township. c. Installation i. All installation to be in accordance with MnDOT Standards ii Restoration a. 6 to Slopes or flatter are required. b. Permanent Erosion Control shall be in compliance with attached standard plans. c. Only natural netting blanket is allowed in the right of way. d. Both temporary seed (oats, wheat, etc) and perennial ditch grass mix seed shall be used in accordance with supplier application rates. Call for inspection BEFORE and AFTER Driveway/Approach is installed: Township Engineer Chris McKenzie: (763) or Road Supervisor Marko Popovich (6)

2 Permit Number Address: Unless an extension of time has been granted by the Township Board; if the landowner does not begin construction of the Driveway/Approach or does not complete the Driveway /Approach or call for a final inspection, within six months of the date of permit issuance, the inspection fee will be forfeited to the township and the permit will be voided. $500 fine will be imposed upon any landowner who installs a Driveway/Approach without first obtaining a permit. The fine does not relieve the applicant from obtaining a permit. ************************************************************************************************** APPLICATION DATE: LOCATIODDRESS OF DRIVEWAY/APPROACH (include a sketch if necessary): Owner Name Phone Applicant Name Phone I, We, the undersigned, hereby apply for a permit from New Market Township for the above. Signature Date Checks Payable to: New Market Township Send checks to: New Market Township Clerk, th St, Lakeville, MN 550 ************************************************************************************************** Township Use Only Date Fee Received: Check Number Approved Culvert Size and Material: Special Conditions of Permit Approval Notes: Date Permit Granted: Granted Permit Signature Inspection Date(s): Inspection Date(s): Inspection Approved Date Approved by (Printed): Approved by (Signed): Date Bond Refunded:

3 7 7 HIGHWAY < HIGHWAY < 37 VARIABLE SHOULDER VARIABLE SHOULDER BITUMINOUS SURFACING 0 TO.5 BITUMINOUS SURFACING 3 5 R. 0 TO.5 5 R. COMMERCIAL - INDUSTRIAL - FARM ENTRANCES RURAL RESIDENTIAL ENTRANCE 80 HIGHWAY L C VARIABLE SHOULDER HIGHWAY L C 0 VARIABLE SHOULDER 30 TURN LANE R. BITUMINOUS SURFACING 0 0 R. 0 0 TO.5 FIELD ENTRANCES SURFACING TO MATCH EXISTING CONDITIONS. WHERE THERE IS NO SURFACING, PLACE GRAVEL BEYOND BITUMINOUS SURFACING TO. LOW VOLUME ROAD PLACE FT. WIDE BITUMINOUS SURFACING AS DIRECTED BY ENGINEER. 3 8% MAXIMUM COMMERCIAL; 5% MAXIMUM RESIDENTIAL. THE USE OF PAVING SIMILAR TO COMMERCIAL ENTRANCES MAY BE APPROPRIATE FOR SOME RESIDENCES - AS SHOWN IN PLANS OR DIRECTED BY THE ENGINEER. 0.5 MIN. NOTE: USE :6 SIDE SLOPES HIGHWAY < VAR. 3 CUT SECTION 50 RECOMMENDED FOR ROADS - ( 5 MIN. ) 5 RECOMMENDED FOR ENTRANCES - ( 5 MIN. ) HIGHWAY < NOTE: USE :6 SIDE SLOPES FILL SECTION 3 VAR. 0.5 MIN. CULVERT IF NECESSARY CROSS SECTIONS APPROVED SEPT. 7, 0 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE STANDARD PLATE STATE DESIGN ENGINEER APPROACHES AND ENTRANCES RECOMMENDED STANDARDS NO. 9000E

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7 ROUND OUT CUT TRANSITION 8' 0'' MIN. B 5' 5' < ROADWAY VAR. :6 CONSTRUCTION LIMITS VAR. 0' DESIRABLE ' 0'' APRON 0' 0'' VARIABLE TOP OF BACKSLOPE 30 ROUNDING SHOULDERS AND BACKSLOPES ' INTERVALS FLUME CONTOURING ROAD CUTS < ROADWAY 5' 5' ' INTERVALS A A ' INTERVALS 5' 5' GROUND LINE SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES STAGGER JOINTS PLAN VIEW < OF DITCH 8' 0'' APPROX. ' 0'' SLOPE /'/FT. < DITCH NORMAL DITCH BOTTOM B STAGGER JOINTS BITUMINOUS SHOULDER SHOULDER BASE AGGREGATE VARIES '' (WHEN SOD IS PLACED) SEE TYPICAL SECTIONS ST STAGE CONSTRUCTION ND STAGE CONSTRUCTION SOD OR SEED & MULCH TOPSOIL MIN. DEPTH 8' 0'' DESIRABLE 8' 0'' MIN. SOD WIDTH EXTEND SOD AT ' INTERVALS SODDED DITCH CROSS SECTION PLAN VIEW EXTEND SOD AT ' INTERVALS VARIABLE WIDTH ' - 0' NORMAL BACK SLOPE ' MIN. TOPSOIL WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN /''/FT.), SHAPING AND TOPSOILING INSLOPES FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING. SECTION A-A THEORETICAL DITCH GRADE TOP OF BACKSLOPE APRON ROADWAY SHOULDER CURB 0'' MIN. TOP OF SOD EVEN WITH TOP OF CURB TOP OF TOPSOIL INCH BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED FINISHED DEPRESSED SODDED DITCH GRADE CRITICAL DITCH PROFILE SODDED DITCH DETAILS EXTEND SOD ' MIN. INTO TOPSOIL EXTEND SOD PAST < APPROX. 8' < OF DITCH TOE OF NORMAL BACKSLOPE 0' VARIABLE BACKSLOPE EXTEND SOD ' MIN. INTO TOPSOIL ' FINISHED DEPRESSED SODDED FLUME SECTION B-B FLUME SODDED FLUME DETAILS REVISION: APPROVED: NOTES: SEE SPEC FOR ADDITIONAL INFORMATION. CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. REVISED: APPROVED: PERMANENT EROSION CONTROL ALONG ROADWAYS, DITCHES AND FLUMES CHIEF ENVIRONMENTAL OFFICER DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 3

8 ROAD SURFACE D TRENCH IN LEADING EDGE OF BLANKET BLANKET TAMP AND FILL TRENCH WITH SOIL CULVERT DIAMETER CULVERT INLET APRON SOD OR EROSION CONTROL BLANKET (SQ. YDS.) CIRCULAR AND CIRCULAR AND CIRCULAR AND CIRCULAR AND CIRCULAR CIRCULAR ARCH PIPE ARCH PIPE ARCH PIPE ARCH PIPE CORRUGATED CORRUGATED METAL APRON CONCRETE METAL SAFETY METAL SAFETY METAL PIPE METAL PIPE ''A'' ''B'' ''C'' ''D'' (PLATE 33, APRON APRON APRON SAFETY APRON SAFETY APRON PLATE 3) (PLATE 300, : SLOPE :6 SLOPE :6 SLOPE : SLOPE PLATE 30) (PLATE 38) (PLATE 38) (PLATE 38) (PLATE 38) 5'' EROSION CONTROL BLANKET CATEGORY 3 (P OR N), OR AS SHOWN IN PLAN (SPEC. 3885) STAPLED AT MAXIMUM ' ' INTERVALS B SEED WITH 5- (SPEC. 3876), OR AS SHOWN IN PLAN, PRIOR TO PLACING BLANKET 8'' '' '' 7'' 30'' 3' '' 8'' 5'' ' 9' 7' 8' 0' ' 7' 30' 3' 37' 60'' ' 39' 6' ' 39' C C 7'' ' ' CULVERT OUTLET APRON ROAD SURFACE D B A EROSION CONTROL BLANKET & SEED DETAIL CULVERT DIAMETER SOD OR EROSION CONTROL BLANKET (SQ. YDS.) CIRCULAR AND CIRCULAR AND CIRCULAR AND CIRCULAR AND CIRCULAR CIRCULAR ARCH PIPE ARCH PIPE ARCH PIPE ARCH PIPE CORRUGATED CORRUGATED METAL APRON CONCRETE METAL SAFETY METAL SAFETY METAL PIPE METAL PIPE ''A'' ''B'' ''C'' ''D'' (PLATE 33, APRON APRON APRON SAFETY APRON SAFETY APRON PLATE 3) (PLATE 300, : SLOPE :6 SLOPE :6 SLOPE : SLOPE PLATE 30) (PLATE 38) (PLATE 38) (PLATE 38) (PLATE 38) 5'' '' ' '' ' SOD SHALL BE STAPLED ON THE UPHILL SIDE OF THE ROLL AT ' INTERVALS ALONG THE LENGTH OF THE ROLL. (3 STAPLES PER SQUARE YARD ARE REQUIRED). TRENCH IN SOD ' AT THE TOP SOD 3" TAMP AND FILL TRENCH WITH SOIL '' 7'' 30'' 3' '' 8'' 5'' ' 7.5' 9' 0.5' ' 3.5' 5' 7' 8' 5' 7' 9' 60'' ' 3 S0D, TYPE EROSION ( SPEC ) 6' 7'' ' 6.5' 3 3' OVERLAP SOD ROLLS BY ' FOR AN 8'' ROLL NOTES: AREA SHOWN IN SQUARE YARDS IS FOR ONE CULVERT END. QUANTITIES ARE CALCULATED TO INCLUDE SOD REQUIRED TO PROVIDE A ' OVERLAP ON ALL 8'' WIDE ROLLS. THIS ALLOWS FOR SHRINKAGE OF THE SOD. FOR PIPE ARCHES USE EQUIVALENT PIPE DIAMETER TO APPROXIMATE AREA. FOR CORRUGATED POLYETHYLENE PIPE METAL APRON (PLATE 39), USE THE METAL APRON COLUMN (PLATE 33). C A C ' ` TYP. AREAS AND DIMENSIONS ARE APPROXIMATE AND ARE BASED ON APRON SIDE SLOPES OF NO STEEPER THAN :, UNLESS INDICATED AS FOR SAFETY APRONS. CARE SHOULD BE TAKEN IN SELECTING SOD TO STABILIZE THE APRON. RIP-RAP SHOULD BE USED FOR VELOCITIES GREATER THAN 6 FPS. ADDITIONAL QUANTITIES MAY BE SHOWN IN THE PLAN OR REQUIRED BY THE ENGINEER. FOR ARCH PIPE USE CLOSEST CIRCULAR PIPE DIAMETER AND APRON SLOPE. (DIAMETERS LARGER THAN 7" REQUIRE SPECIAL DESIGNS.) SODDING DETAIL REVISED: REVISION: PERMANENT EROSION CONTROL TURF ESTABLISHMENT DETAIL AT CULVERT ENDS APPROVED: APPROVED: CHIEF ENVIRONMENTAL OFFICER DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 3

9 ' ' " AT SEAMS FOR DITCH GRADES GREATER THAN % ' TO ' 0" ' L CHECK SLOT WHERE BLANKET CONTINUES ' TO SLOPES FLATTER THAN : SLOPES : TO : CHANNEL AND DITCH APPLICATIONS CHECK SLOT /3 FROM TOE OF SLOPE WHEN L IS GREATER THAN 00' L SHOULDER SIDEWALK CURB (0 STAPLES PER 00 SQ YD) (70 STAPLES PER 00 SQ YD) (350 STAPLES PER 00 SQ YD) CHECK SLOT AT BEGINNING OF BLANKET BLANKET STAPLE PATTERN CHECK SLOT REQUIREMENTS DIG 6 INCH BY 6 INCH TRENCH. INSERT BLANKET INTO ENTIRE TRENCH PERIMETER. PLACE SINGLE ROW STAPLES AT SPACING ALONG THE BOTTOM OF THE TRENCH. BACKFILL TRENCH WITH SOIL AND TAMP. PLACE SINGLE ROW STAPLES AT SPACING ON OVERLAP. HYDRAULIC BONDED FIBER MATRIX OR REINFORCED MATRIX IN LIEU OF TRENCH " ' OVERLAP/WRAP " OVERLAPS AND SEAMS.0' SHOULDER 5 STAPLE CHECK 6 BLANKET CHECK CHANNEL BOTTOM/SIDE SLOPE INTERSECTION CHECK SLOT ALTERNATIVE PLACE SINGLE ROW STAPLES AT " SPACING CHECK SLOT DETAILS SLOPE " DITCH BLANKET CRITICAL POINTS 7 DITCH BLANKET STAPLE DETAIL NOTES USE CHECK SLOT DETAIL (NO ALTERNATES). WATER " 3 PLACE DOUBLE ROW OF STAPLES STAGGERED " APART AND " ON CENTER. USE X TRENCH TO PLACE BLANKET. PLACE SINGLE ROW OF STAPLES ON TOP AND TRENCH SIDES AT " SPACING. BACKFILL TRENCH WITH SOIL AND TAMP. " BLANKET OVERLAP PLACE SINGLE ROW STAPLES AT " SPACING PLACE SINGLE ROW OF STAPLES AT " SPACING. GENERAL BLANKET INSTALLATION REQUIREMENTS USE STAPLE CHECK FOR CHANNEL SLOPES LESS THAN.5% GRADE AT 00 FOOT INTERVALS. PLACE DOUBLE ROW OF STAPLES STAGGERED " APART AND AT " SPACING. USE BLANKET CHECKS FOR THE FOLLOWING SLOPES:.5%-3% 00 FT INTERVALS 3%-5% 50 FT INTERVALS 5%-7% 5 FT INTERVALS PREPARE SOIL AS PER SPECIFICATION 57. LAY PARALLEL OR PERPENDICULAR TO THE DIRECTION OF WATER. OVERLAP ADJACENT STRIP EDGES A MINIMUM OF INCHES. OVERLAP BLANKET (MIN.) AT EACH END. OVERLAP BOTTOM END OF UPPER BLANKET OVER TOP END OF LOWER BLANKET. STAPLE ALONG OVERLAP EVERY. DITCH BLANKET STAPLE DETAIL 7 CRITICAL POINTS SHALL BE SECURED WITH PROPER STAPLE PATTERNS. THE UPPERMOST BLANKET OF ALL SLOPE APPLICATIONS MUST START IN A CHECK SLOT. IF SLOPE LENGTH (L) IS 00' OR GREATER, INSERT BLANKET INTO A CHECK SLOT /3 FROM THE BOTTOM OF THE SLOPE. REVISED: REVISION: PERMANENT EROSION CONTROL BLANKET STAPLE PATTERN FOR SLOPES APPROVED: APPROVED: CHIEF ENVIRONMENTAL OFFICER DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 3