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<br />UPHILL
<br />FILTER
<br />FABRIC
<br />I
<br />;II,.
<br />IMBED 6
<br />POST
<br />FABRIC ANCHORAGE TRENCH
<br />BACKFILL WITH TAMPED
<br />NATURAL SOIL
<br />DATE
<br />DOWNHILL
<br />1-1 1 I=
<br />r'
<br />MINIMUM TRENCH
<br />6" wide by 6" deep
<br />INSTALL AS PER FILTER FABRIC
<br />MANUFACTURER'S
<br />RECOMMEDATIONS
<br />SILT FEN
<br />APPROVED:
<br />1 - 2016
<br />COPOLYMER 3ARRIER FENCE
<br />(48" HEIG T)
<br />METAL T-POST OR 2"X2"
<br />WOOD STAKE
<br />II I I -I I I -I I I
<br />III III III
<br />6" NIN MUvA
<br />CE DETAIL
<br />NO SCALE
<br />III
<br />STANDARD DETAILS:
<br />SILT FENCE
<br />CITY PLATE No.
<br />ERO-
<br />III III III II
<br />NOTES:
<br />1. TREE FENCE TO 3E PLACED MIN. 1 FOOT PER CALIPER I
<br />TREE DIAMETER FROM TREE
<br />2. ANCHOR POST MAX. 10' SEPARATION
<br />3. SECURELY ATTACH TREE FENCE TO ANC
<br />TWO ATTACHMENTS PER POST
<br />APPROVED:
<br />2 - 2023
<br />REVISION
<br />TR
<br />N. OF
<br />OR POSTS W/ Iv I \
<br />-E FE\CL DETAIL
<br />\0 SCALE
<br />City of IfG
<br />RAMSEY
<br />STANDARD DETAILS:
<br />TREE FE\CE
<br />CITY PLATE No,
<br />ERO-8
<br />DATE
<br />12"
<br />SUBSOIL
<br />GEOTEXTILE FILTER
<br />SECTION B-B
<br />GEOTEXTILE FILTER 4ilitli
<br />Dili SUBSOIL
<br />RIP RAP
<br />SECTION A -A
<br />EROSION CONTROL
<br />FABRIC / MATTING / MULCH
<br />SILT FENCE
<br />4
<br />PLAN
<br />-►B
<br />SILT FENCE
<br />NOTE: NOT TO SCALE
<br />NOTES:
<br />1. ON SLOPES 4:1 OR GREATER, ANCHOR OR STRAIGHT DISKED STRAW MULCH, SEEDED NETTING, GABRIC, OR MATTING SUCH AS EXCELSIOR
<br />SHALL BE USED TO STABILIZE DISTURBED SOILS. THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL IS
<br />COMPLETE.
<br />2. A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDLESS OF SLOPE.
<br />3. RIP RAP IS CLASS III PLACED 18" THICK.
<br />4. FOR PIPE GREATER THAN 48" DIAMETER OR 58" SPAN, QUANTITY OF GEOTEXTILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE BY
<br />CASE MANNER.
<br />5. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIP RAP MATERIAL.
<br />RIP RAP AT RCP OUTLETS
<br />DIA. OF PIPE
<br />(IN.)
<br />12
<br />15
<br />18
<br />21
<br />24
<br />27
<br />30
<br />36
<br />42
<br />48
<br />REVISION
<br />L
<br />(FT.)
<br />8
<br />8
<br />10
<br />10
<br />12
<br />12
<br />14
<br />16
<br />18
<br />20
<br />GEOTEXTILE
<br />FABRIC
<br />19.
<br />20.8
<br />25.6
<br />27.4
<br />33.4
<br />35.2
<br />41.6
<br />50.5
<br />57.8
<br />66.5
<br />APPROVED:
<br />9 - 2016
<br />A 5 FT. GREEN CARSONITE
<br />MARKER SHALL BE
<br />INSTALLED NEXT TO ALL
<br />STRUCTURES NOT IN A
<br />PAVED OR HARD SURFACE
<br />CASTING SEE
<br />CITY PLATE NO. SEW-2
<br />RAP OUTSIDE OF RINGS WITH
<br />WATER TIGHT PRODUCT
<br />SHIMS USED FOR LEVELING
<br />SHALL BE METAL OR
<br />CONCRETE
<br />RUBBER WATERPROOF
<br />GASKETS REQUIRED FOR
<br />PIPE INSERTS
<br />MANHOLE INVERT
<br />SHALL BE SLOPED TO
<br />PROVIDE SMOOTH
<br />FLOW FROM INLET TO
<br />OUTLET
<br />3"
<br />18" DEPTH
<br />RIP RAP
<br />(CU. YD)
<br />4.4
<br />4.8
<br />6.4
<br />7.1
<br />9.2
<br />9.9
<br />12.3
<br />15.8
<br />18.7
<br />22.2
<br />i
<br />RIP RAP AT RCP -A OUTLETS
<br />SPAN GEOTEXTILE 18" DEPTH
<br />OF PIPE L FABRIC RIP RAP
<br />(IN.) (FT.)
<br />22 10
<br />28 12
<br />36 14
<br />43 16
<br />51 18
<br />58 20
<br />(SY)
<br />25.6
<br />33.2
<br />41.5
<br />50.5
<br />57.5
<br />65.2
<br />STANDARD DETAILS:
<br />RIP -RAP
<br />CITY PLATE No.
<br />ERO-3
<br />SECTION A -A
<br />PRECAST ECCENTRIC
<br />REDUCER SECTION
<br />16"O.C.
<br />C :.r
<br />GROUT DOG HOUSE
<br />FLOW
<br />1J = -4" I H
<br />STANDARD DETAIL
<br />I
<br />I I
<br />GROUT BOTTOM TO SLOPE
<br />TOWARD PIPE AS SHOWN BY
<br />ARROWS
<br />FORM 1/2 PIPE SECTION OF
<br />LARGEST DIAMETER PIPE
<br />(CU. YD)
<br />6.1
<br />8.5
<br />11.2
<br />14.3
<br />16.9
<br />19.8
<br />CONCRETE ADJUSTMENT RINGS
<br />MAX 7-2" RINGS TO BE INSTALLED
<br />MIN. 2-2" RINGS TO BE INSTALLED
<br />GROUT BETWEEN RINGS.
<br />ALL INTERIOR JOINTS SHALL BE
<br />GROUTED TO A SMOOTH FINISH
<br />STEPS AS PER STANDARD PLATE OR
<br />J DETAIL
<br />A
<br />WALLS TO BE CONSTRUCTED OF
<br />PRECAST SECTIONS, JOINTS SHALL
<br />BE CONSTRUCTED WITH
<br />CONFINED 0-RING GASKETS
<br />CONCRETE SLAB
<br />NOTES:
<br />1. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL SEWER LINES (FOR DETAILED INFO.
<br />REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE SPECIFICATION AT WWW.MRWA.COM)
<br />2. 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. OF DEPTH, INCREASE BASE THICKNESS 2" PER 6 FT. OF
<br />DEPTH BEYOND 14 FT
<br />3. 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP
<br />4. ALL INVERTS TO BE 0.10' ABOVE OUTLET
<br />APPROVED:
<br />1 - 2024
<br />City of V‹
<br />RAMSEY
<br />STANDARD DETAILS:
<br />SANITARY MANHOLE
<br />CITY PLATE No.
<br />SEW-1
<br />I hereby certify that this plan, specification, or report was
<br />prepared by me or under my direct supervision and that I
<br />am a duly Licensed Professional Engineer under the laws
<br />of the State o -sota.
<br />I MUIHY A.
<br />Date 8/12/24
<br />DESIGNED BY:
<br />TAE
<br />DRAWN BY:
<br />TAE
<br />• ' , F.L. CHECKED BY:
<br />Lic. No. 43362 CJJ
<br />BIOROLL/COMPOST LOG
<br />SIDE O
<br />SLOPE A 9
<br />2" X 2" STAKE (TYP)
<br />BIOROLL/COMPOST LOG
<br />UPHILL
<br />FLOW
<br />STAKE WITH TOP POINTING
<br />UPSTREAM (TYP)
<br />6" OVERLAP (TYP)
<br />PLA\ VIFW
<br />STAKE WITH TOP POINTING UPHILL
<br />DOWNHILL
<br />HAND EXCAVATE TO PLACE
<br />1/3 OR 2" OF ROLL BELOW
<br />ADJACENT GRADE
<br />DE VIEW
<br />NO SCALE
<br />NOTE:
<br />STAKE INTO GROUND WITH WOOD STAKES DRIVING STAKE 6" INTO GROUND AND
<br />PROTRUDING 2" ABOVE LOG
<br />WOOD STAKES ARE A MINIMUM 0.5" X 2" X 16" AND PLACED EVERY 1UNLESS
<br />PRECLUDED BY A ROCK
<br />WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A
<br />MINIMUM OF 6" AND STAKE
<br />WOOD STAKES ARE DRIVEN THROUGH BACK HALF OF BIOROLL OR COMPOST LOG
<br />AT 45° ANGLE WITH TOP OF STAKE POINTING UPHILL
<br />APPROVED:
<br />3 - 2016
<br />FAVE
<br />24"
<br />27 946"
<br />35 7/6"
<br />SECT
<br />APPROVED:
<br />11 - 2015
<br />ON A -A
<br />STANDARD DETAILS:
<br />BIO ROLL (COMPOST LOG)
<br />CITY PLATE No.
<br />ERO-4
<br />COVER
<br />25 3/4"
<br />(2) C.I.
<br />LIFT HANDLES
<br />7j8„
<br />`""
<br />(3) STACKING LUGS
<br />@ 120° APART
<br />7„
<br />Y"
<br />4
<br />CROWN
<br />I
<br />SECTION 3-
<br />3
<br />MATCH GROOVE
<br />IN LID SEAT FOR Y4"
<br />DIA. POLYSCPRENE GASKET
<br />40 DUROVETER
<br />SELF SEAL DETA
<br />L
<br />SEE SELF
<br />SEAL DETAIL
<br />NOTE: NOT TO SCALE
<br />STANDARD DETAILS:
<br />WATER TIGHT CASTING
<br />CITY PLATE No.
<br />Hakanson Anderson
<br />SEW-2
<br />Civil Engineers and Land Surveyors
<br />3601 Thurston Ave., Anoka, Minnesota 55303
<br />763-427-5860 FAX 763-427-0520
<br />www.I,akanson-anderson.com
<br />.01
<br />•
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<br />44
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<br />',orO.0.N1e'1fr;,,O ..4 oiN;0,,tb0f.v1VeIw..t. O1,
<br />swfr
<br />i50w4A%pe
<br />*A::r• .
<br />:.*..
<br />GEOTEXTILE FABRIC Ai; ,::,::
<br />:* Q,
<br />MINIMUM 6" DEPTH
<br />1"-2" WASHED ROCK
<br />M0iiy4M
<br />so.
<br />NOTE:
<br />1. MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY WIDTH.
<br />2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO
<br />PUBLIC ROAD.
<br />3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS
<br />MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND
<br />REINSTALLATION OF THE ENTRANCE AS NEEDED.
<br />APPROVED:
<br />1 - 2016
<br />ANOKA RAMSEY ATHLETIC ASSOCIATION
<br />NOT TO SCALE
<br />STANDARD DETAILS:
<br />ROCK CONSTRUCTION ENTRANCE
<br />CITY PLATE No.
<br />ERO-5
<br />Kinghorn,
<br />CONSTRUCTION
<br />CITY STANDARD PLATES
<br />CITY OF RAMSEY, MINNESOTA
<br />3395.24
<br />
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