|
2017 Westwood Professional Services, Inc.
<br />rt
<br />APPROVED BACKFILL MATERAIL
<br />1 1
<br />1
<br />2' MIN. 4' MAX AS
<br />DIRECTED BY THE
<br />ENGINEER
<br />PIPE J
<br />3/4" TO 1-10100% CRUSHED FOUNDATION
<br />MATERIAL OR APPROVED GRANULAR
<br />MATERIAL, WRAP WITH GEOTEXTILE FABRIC,
<br />ORIENT LENGTH OF ROLL PERPENDICULAR
<br />TO PIPE AND OVERLAP SIDES AND END 3 FEET
<br />EXISTING GROUND LINE
<br />(VAR. DEPTH TO TOP OF PIPE)
<br />/ J 1
<br />SPRING
<br />SUITABLE
<br />ONSITE
<br />GRANULAR
<br />MATERIAL
<br />GEOTEXTILE FABRIC
<br />BACKFILL AS DIRECTED
<br />BY THE ENGINEER
<br />CITY OF=Special Details
<br />T� TYPICAL TRENCH FOR 04-01-15
<br />lU UNSTABLE FOUNDATION MISC-1
<br />EST. 1906 01-20-17
<br />tll I UMINOUS
<br />8' WIDE x 4" THICK
<br />GRASSY AREA
<br />r 4.1-4 1 5'-VDEPTH
<br />6„
<br />8' W IDE x 4" THICK
<br />UNDERGROUND UTILIN
<br />PIPE
<br />NOTES:
<br />1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED
<br />BACKGROUND.
<br />2. 2" x 2" TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEE ABOVE EXISTING GROUND.
<br />i CITY OF Special Details
<br />T� T� STRUCTURE MARKER °"` �04-01-15 ,vl SIGNS HU -SIG -1
<br />EST. 1906 01-20-17 ,
<br />NOTE:
<br />UNDERGROUND UTILITY PIPE CROSSING Vffx4" THICK
<br />CENTERED OVER PIPE
<br />RAND
<br />PPROVED
<br />„CITY OF Special Details
<br />INSULATION DETAIL
<br />HU -SS -5
<br />m9m,A°w m: a1 -2o-17
<br />28" R
<br />2"R -i6
<br />fib" R
<br />TOP OF BITUMINOUS MAT
<br />d
<br />27 " DIA. NEENAH R-1642 FRAME
<br />45* BEND
<br />O
<br />LL
<br />AS APPROVED BY THE
<br />AND TYPE B SELF SEALING
<br />\
<br />7"
<br />�•
<br />1.9 1.4
<br />LID WITH 2 CONCEALED
<br />BASE
<br />-
<br />U
<br />EXTERNAL PICK HOLES. LID SHALL BE
<br />3.0
<br />MODIFIED'S' DESIGN
<br />18"
<br />CHIMNEY SEAL LABELED "STORM SEWER"
<br />EPTH
<br />FOR B618 CURB & GUTTER
<br />3.8
<br />INFI-SHEILD
<br />(AS SPECIFIED)
<br />2.9
<br />1.5
<br />OR APPROVED POLYETHYLENE(PE)
<br />I I I I I I I I
<br />2" DEPRESSION
<br />TDIES111
<br />5.9
<br />WWDOT 3733, TYPE V)
<br />EQUIVALENT ADJUSTING RINGS
<br />10' LENGTH #4 EPDXY COATED
<br />"s. CURB PLAN
<br />& GUTTER (TYP)
<br />STEEL REINFORCEMENT BARS
<br />MIN 4" -MAX 12".
<br />8.5
<br />12.0
<br />17.0 12.0
<br />4'-0" STANDARD OFFSET
<br />3.4
<br />1.7
<br />FLOW
<br />CONE SECTION
<br />16.3
<br />23.0 16.3
<br />8.9
<br />(STEPS NOT SHOWN
<br />No UTILITY PIPE
<br />16
<br />15.0
<br />INTENTIONALLY)
<br />30.0 21.3
<br />11.6
<br />6.0
<br />ECCENTRIC
<br />18
<br />19.0
<br />27.0
<br />REDUCERS TO BE
<br />14.6
<br />7.6
<br />3.8
<br />USED FOR 60"
<br />23.5
<br />33.3
<br />47.0 33.3
<br />& 72" BARRELS
<br />NOTE:
<br />UNDERGROUND UTILITY PIPE CROSSING Vffx4" THICK
<br />CENTERED OVER PIPE
<br />RAND
<br />PPROVED
<br />„CITY OF Special Details
<br />INSULATION DETAIL
<br />HU -SS -5
<br />m9m,A°w m: a1 -2o-17
<br />28" R
<br />2"R -i6
<br />fib" R
<br />TOP OF BITUMINOUS MAT
<br />d
<br />1/2"
<br />45* BEND
<br />O
<br />LL
<br />AS APPROVED BY THE
<br />4
<br />\
<br />7"
<br />�•
<br />1.9 1.4
<br />p
<br />BASE
<br />-
<br />U
<br />17 i/2" 10 1/2"
<br />28"
<br />3.0
<br />MODIFIED'S' DESIGN
<br />18"
<br />STANDARD FRAME AND BOX
<br />F- 5'-0" (TYP.) �{
<br />FOR B618 CURB & GUTTER
<br />3.8
<br />5.3
<br />(AS SPECIFIED)
<br />2.9
<br />1.5
<br />r
<br />I I I I I I I I
<br />2" DEPRESSION
<br />TDIES111
<br />5.9
<br />WWDOT 3733, TYPE V)
<br />11.8 8.4
<br />10' LENGTH #4 EPDXY COATED
<br />"s. CURB PLAN
<br />& GUTTER (TYP)
<br />STEEL REINFORCEMENT BARS
<br />12
<br />8.5
<br />12.0
<br />17.0 12.0
<br />6.6
<br />3.4
<br />1.7
<br />FLOW
<br />Special Details
<br />SURMOUNTABLE CURB & 04 peri
<br />GUTTER AT CATCH BASIN Hu-STR-2
<br />E8T 1908 ag. �oi-20-17
<br />Westwood
<br />Phone (952) 937-5150 7699 Anagram Drive
<br />Fax (952) 937-5822 Eden Prairie, MN 55344
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />16"
<br />w
<br />B"
<br />GROUTING BETWEEN >
<br />PIPE AND MANHOLE 8"
<br />BARREL SHALL BE
<br />4'-0" WITH NON -SHRINKING
<br />CEMENT.
<br />48"-7T' 48"-72..
<br />VOIDS FILLED
<br />USE R-2 TYPE WITH CONCRETE n
<br />CONFINED O-RING
<br />BRICK OR BLOCK
<br />ONLY.
<br />GASKET JOINTS .A GROUT ..A
<br />GROUT
<br />FOR ALL w
<br />MANHOLE JOINTS '". •;
<br />> DIRECTION `"Y
<br />FFL Wy -
<br />ol
<br />O O
<br />•; t ,:1
<br />1/2 D.A. OF PIPE _ DIRECTION
<br />6"PRECAST OR OF FLOW
<br />B" POURED BASE
<br />NO SCALE
<br />NOTES:
<br />1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED
<br />EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE
<br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN
<br />STREAM
<br />3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER"
<br />4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT
<br />„CITY OF Special Details
<br />T� T� STANDARD MANHOLE FOR °" oa-ol-ls
<br />STORM DRAIN HU -STM -1
<br />mam,A°w � 01-20-17
<br />2" RAIN CAP
<br />(TLARC 200)
<br />9" STREET I.D.
<br />3/8" DRIVE RIVETS WITH
<br />NYLON WASHERS
<br />TLXDR (3878-05
<br />SPACER 1/2" x 2" PVC
<br />WITH #34 - 2" CHERRY MATE RIVET
<br />POST 2"x2"x12'
<br />7" LOGO (20D12 -12 - QP) 2" ABOVE
<br />GROUND
<br />l pT E Coun! Line 4700
<br />Y Rd' EXISTING GROUND
<br />O O
<br />9"STREET I.D. 3"ADDRESS
<br />NUMBERS ° °
<br />POST 6" o
<br />INTO ANCHOR
<br />0 0
<br />o
<br />o
<br />0 0
<br />o 0
<br />5/16" CORNER BOLT o 0
<br />WITH NYLON LOCK NUT STABILIZER o 0
<br />(TLCB 516M) 2 -ill" X2 -1/Z'
<br />0 0
<br />®5/16" CORNER BOLT
<br />00(TLCB 516M)
<br />5/16" NYLON LOCK NUT
<br />ANCHOR
<br />2-1/4" x 2-1/4" x 4'
<br />(20F72 - 04 - PG)
<br />OF Special Details
<br />J V STREET I.D.
<br />SIGN DETAIL HU -SI(
<br />EBT. 1906 mom. 01-20-17
<br />NOTES:
<br />1. EXTERNAL SEAL SHALL BE
<br />ATTACHED TO THE FRAME
<br />AND CONCRETE TOP SLAB
<br />31"
<br />24"
<br />3/1/2"
<br />EACH CATCH BASIN STRUCTURE AT THE
<br />45* BEND
<br />O
<br />LL
<br />AS APPROVED BY THE
<br />4
<br />O
<br />A,
<br />1.9 1.4
<br />p
<br />ENGINEER.
<br />-
<br />U
<br />P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB
<br />3.0
<br />K
<br />18"
<br />1.0
<br />0
<br />A
<br />3.8
<br />5.3
<br />(AS SPECIFIED)
<br />2.9
<br />1.5
<br />GEOTEXTILE FABRIC
<br />10
<br />5.9
<br />WWDOT 3733, TYPE V)
<br />11.8 8.4
<br />4.6
<br />2.6
<br />1.2
<br />12
<br />T
<br />PLAN
<br />CENTER STRUCTURE
<br />TO BACK OF CURB
<br />CURB INLET FRAME AND CURB 12 FLOW LINE SHALL BE MIN.
<br />BOX NEENAH NO. R -3067V 0.7' BELOW TOP OF CURB
<br />WITH VANE GRATE.
<br />INSTALL GATOR WRAP
<br />EXTERNAL MANHOLE CHIMNEY 6„
<br />SEAL OR APPROVED EQUAL.
<br />EXTERNAL SEAL SHALL BE gxs POLYEHNLENE (PE)
<br />ADJUSTING RINGS
<br />INSTALLED ACCORDING TO g:-,xy,� 24" is MIN" -MAX 12"
<br />MANUFACTURE'S
<br />t a;#
<br />RECOMMENDATIONS. SHIMMING 2'
<br />ADJUSTING RINGS WILL NOT BE
<br />ALLOWED. 5"
<br />X'
<br />x;
<br />GROUT
<br />"3. 24" SUMP
<br />s' X:
<br />VOIDS FILLED WITH CONCRETE
<br />BRICK OR BLOCK ONLY ` '�""�'" 6" PRECAST OR
<br />8" POURED BASE
<br />SECTION A -A
<br />NOTES:
<br />1. REINFORCING TO CONSIST OF #4 BARS @ 8^ O.C. BOTH WAYS
<br />2. GROUT BOTTOM TO DRAIN TO CENTER
<br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />4. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN
<br />GOOD SHAPE UNTIL WEAR COURSE IS PAVED
<br />5.. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS
<br />NO SCALE
<br />001, Special
<br />CITY OF Special Details
<br />STANDARD CATCH BASIN
<br />"` oa-al-ls
<br />1WG0WITH 2' SUMP HU -STM -3
<br />mam,A°w � 01-20-17
<br />4" PERFORATED P.E. PIPE
<br />(SEE DETAIL BELOW)
<br />PROVIDE 4ONCATIE AT EACH Y/\%T%\Y\Y r//��,._ \ %/" J\`• \ `\`J/\ //////`� OVER FACE
<br />BACK OF CURB BUILDING LOCATION FOR SUMP PUMP EACH AREA \�� OVER FACE
<br />CONNECTION &4 4" PVC TO PROPERTY IS 1/2 OF OF BOLTS
<br />4 x 4" TEE (TO BE PAID FOR LINE (4" PVC PIPE TO BE PAID BY THE TABU TED
<br />AREA '�.-
<br />AS 4" PERFORATED P.E. PIPE LINEAL FOOT)
<br />I
<br />PLUG OR CONNECTTO \ \" ?%
<br />EXISTING SUMP PUMP PLUG OR CAP
<br />OUTLET,
<br />PLUGGED CROSS WYE
<br />PVC PIPE)
<br />BURY 6" LONG x #4 REBAR
<br />VARIES I FOR LOCATING PURPOSED
<br />LI (INCIDENTAL) \ . Al
<br />PROPERTY LINE \�j�\\i\ \\ A2 \�
<br />BEND PLUGGEEDD CROSS / PLUGGED TEE~
<br />I
<br />CB MANHOLE OR CB
<br />1.0.
<br />PROVIDE FOR 6" OPENING IN BACK OF
<br />TEE, WYE, PLUG
<br />OR CAP
<br />3/1/2"
<br />EACH CATCH BASIN STRUCTURE AT THE
<br />45* BEND
<br />O
<br />LL
<br />CENTER OF STRUCTURE DOWN 2.38'
<br />4
<br />O
<br />A,
<br />1.9 1.4
<br />p
<br />36" 43
<br />-
<br />U
<br />P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB
<br />3.0
<br />K
<br />18"
<br />1.0
<br />0
<br />TURF ESTABLISHMENT AGGREGATE BASE
<br />3.8
<br />T
<br />PLAN
<br />CENTER STRUCTURE
<br />TO BACK OF CURB
<br />CURB INLET FRAME AND CURB 12 FLOW LINE SHALL BE MIN.
<br />BOX NEENAH NO. R -3067V 0.7' BELOW TOP OF CURB
<br />WITH VANE GRATE.
<br />INSTALL GATOR WRAP
<br />EXTERNAL MANHOLE CHIMNEY 6„
<br />SEAL OR APPROVED EQUAL.
<br />EXTERNAL SEAL SHALL BE gxs POLYEHNLENE (PE)
<br />ADJUSTING RINGS
<br />INSTALLED ACCORDING TO g:-,xy,� 24" is MIN" -MAX 12"
<br />MANUFACTURE'S
<br />t a;#
<br />RECOMMENDATIONS. SHIMMING 2'
<br />ADJUSTING RINGS WILL NOT BE
<br />ALLOWED. 5"
<br />X'
<br />x;
<br />GROUT
<br />"3. 24" SUMP
<br />s' X:
<br />VOIDS FILLED WITH CONCRETE
<br />BRICK OR BLOCK ONLY ` '�""�'" 6" PRECAST OR
<br />8" POURED BASE
<br />SECTION A -A
<br />NOTES:
<br />1. REINFORCING TO CONSIST OF #4 BARS @ 8^ O.C. BOTH WAYS
<br />2. GROUT BOTTOM TO DRAIN TO CENTER
<br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />4. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN
<br />GOOD SHAPE UNTIL WEAR COURSE IS PAVED
<br />5.. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS
<br />NO SCALE
<br />001, Special
<br />CITY OF Special Details
<br />STANDARD CATCH BASIN
<br />"` oa-al-ls
<br />1WG0WITH 2' SUMP HU -STM -3
<br />mam,A°w � 01-20-17
<br />4" PERFORATED P.E. PIPE
<br />(SEE DETAIL BELOW)
<br />PROVIDE 4ONCATIE AT EACH Y/\%T%\Y\Y r//��,._ \ %/" J\`• \ `\`J/\ //////`� OVER FACE
<br />BACK OF CURB BUILDING LOCATION FOR SUMP PUMP EACH AREA \�� OVER FACE
<br />CONNECTION &4 4" PVC TO PROPERTY IS 1/2 OF OF BOLTS
<br />4 x 4" TEE (TO BE PAID FOR LINE (4" PVC PIPE TO BE PAID BY THE TABU TED
<br />AREA '�.-
<br />AS 4" PERFORATED P.E. PIPE LINEAL FOOT)
<br />I
<br />PLUG OR CONNECTTO \ \" ?%
<br />EXISTING SUMP PUMP PLUG OR CAP
<br />OUTLET,
<br />PLUGGED CROSS WYE
<br />PVC PIPE)
<br />BURY 6" LONG x #4 REBAR
<br />VARIES I FOR LOCATING PURPOSED
<br />LI (INCIDENTAL) \ . Al
<br />PROPERTY LINE \�j�\\i\ \\ A2 \�
<br />BEND PLUGGEEDD CROSS / PLUGGED TEE~
<br />I
<br />CB MANHOLE OR CB
<br />1.0.
<br />PROVIDE FOR 6" OPENING IN BACK OF
<br />TEE, WYE, PLUG
<br />OR CAP
<br />90° BEND,
<br />PLUGGED CROSS
<br />EACH CATCH BASIN STRUCTURE AT THE
<br />45* BEND
<br />22-1/2°
<br />BEND
<br />CENTER OF STRUCTURE DOWN 2.38'
<br />4
<br />1.0
<br />FROM TOP CASTING TO INVERT.
<br />1.9 1.4
<br />1.0
<br />(INCIDENTAL TO STRUCTURE)
<br />-
<br />6
<br />P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB
<br />3.0
<br />4.3 3.0
<br />NO SCALE
<br />1.0
<br />-
<br />TURF ESTABLISHMENT AGGREGATE BASE
<br />3.8
<br />5.3
<br />(AS SPECIFIED)
<br />2.9
<br />1.5
<br />GEOTEXTILE FABRIC
<br />10
<br />5.9
<br />WWDOT 3733, TYPE V)
<br />11.8 8.4
<br />4.6
<br />NOMINAL
<br />FITTING SIZE,
<br />INCHES
<br />TEE, WYE, PLUG
<br />OR CAP
<br />90° BEND,
<br />PLUGGED CROSS
<br />TEE PLUGGED ON
<br />RUN
<br />A7 A2
<br />45* BEND
<br />22-1/2°
<br />BEND
<br />11-1/4°
<br />BEND
<br />4
<br />1.0
<br />1.4
<br />1.9 1.4
<br />1.0
<br />-
<br />-
<br />6
<br />2.1
<br />3.0
<br />4.3 3.0
<br />1.6
<br />1.0
<br />-
<br />8
<br />3.8
<br />5.3
<br />7.6 5.4
<br />2.9
<br />1.5
<br />1.0
<br />10
<br />5.9
<br />8.4
<br />11.8 8.4
<br />4.6
<br />2.6
<br />1.2
<br />12
<br />8.5
<br />12.0
<br />17.0 12.0
<br />6.6
<br />3.4
<br />1.7
<br />14
<br />11.5
<br />16.3
<br />23.0 16.3
<br />8.9
<br />4.6
<br />2.3
<br />16
<br />15.0
<br />21.3
<br />30.0 21.3
<br />11.6
<br />6.0
<br />3.0
<br />18
<br />19.0
<br />27.0
<br />38.0 1 7.0 1
<br />14.6
<br />7.6
<br />3.8
<br />20
<br />23.5
<br />33.3
<br />47.0 33.3
<br />18.1
<br />STORM SEWER
<br />24
<br />34.0
<br />48.0
<br />68.0 1 48.0 1
<br />26.2
<br />13.6
<br />6.8
<br />6" PERFORATED, HEAVY DUTY,
<br />1' 0"
<br />GRANULAR BORROW
<br />(AS SPECIFIED)
<br />.
<br />om Ln
<br />NOTES:
<br />CORRUGATED POLYETHYLENE PIPE
<br />(TLARC 200)
<br />N
<br />s€3
<br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
<br />(MNDOT 3278) BACKFILL WITHW
<br />GEOTEXTILE FABRIC
<br />�-� (MWDOT 3733, TYPE V)
<br />2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
<br />WASHED PEA GRAVEL OR SELECT
<br />GRANULAR MATERIAL &RAP WITH
<br />1' 0"
<br />0=j
<br />3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE.
<br />4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND
<br />GEOTEXTILE (MNDOT 3733, TYPE I) (ALL
<br />MANHOLE FRAME AND COVER
<br />w
<br />O
<br />BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE.
<br />TO BE INCLUDED IN UNIT PRICE BID PER
<br />6" PERFORATED P.E. PIPE DRAIN DETAIL
<br />TH TWOPICK
<br />5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS.
<br />PER LINEAL FOOT OF 6" PERFORATED
<br />¢
<br />PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE
<br />P.E. PIPE)
<br />NO SCALE
<br />THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE).
<br />INSTALL EXTERNAL MANHOLE "SANITARY SEWER"
<br />CHERRY MATE RIVET
<br />m
<br />Oa
<br />CHIMNEY SEAL MANUFACTURED BY
<br />30" OR 36" STOP
<br />Sal Details
<br />Special
<br />INFISHIELD OR APPROVED EQUAL
<br />�
<br />�
<br />CITY o1`_
<br />POLYETHYLENE (PE) ADJUSTING RINGS
<br />3/8" DRIVE RIVETS WITH
<br />Special Details
<br />NYLON WASHERS
<br />mgaLL
<br />m
<br />UNDERDRAIN DETAIL
<br />om
<br />CI TY OF
<br />ALL MANHOLES WITH
<br />`(J\`( J�
<br />EBT 1808
<br />STORM SEWER
<br />04-peci
<br />HU -STM -8
<br />m
<br />SHALL BE 5' DIA (I.D.)
<br />POURED CONCRETE THRUST
<br />BLOCKING FOR WATERMAIN
<br />oa-ol-ls
<br />HU -W-4
<br />�01-20-17
<br />w
<br />x
<br />m�
<br />_
<br />WTO 6" STREET NAME
<br />EBT. 1808
<br />01-20-17
<br />m
<br />�
<br />I hereby certify that this plan was prepared by me or under my
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under the laws of the State of Minnesota. 08/16/17 - City Comments
<br />John Bender, PE
<br />Date 08/16//17Licenn No. 43358
<br />CITY
<br />1"CORPORATION STOP
<br />PLUGGED END -
<br />WATER MAIN
<br />2" RAIN CAP
<br />°¢
<br />a V
<br />.
<br />om Ln
<br />IY THE ENGINIFYIER ¢
<br />9" STREET I.D.
<br />(TLARC 200)
<br />N
<br />s€3
<br />m
<br />9
<br />o��qpp;;
<br />STANDARD NEENAH R -1642-B
<br />0=j
<br />WAN
<br />F
<br />MANHOLE FRAME AND COVER
<br />w
<br />O
<br />-a-ac�i g�g
<br />15
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<br />SPACE 1/2" x 2" PVC
<br />¢
<br />SLIOT AND CCO ER LABELED
<br />TUBE WITH #34-2"
<br />INSTALL EXTERNAL MANHOLE "SANITARY SEWER"
<br />CHERRY MATE RIVET
<br />m
<br />Oa
<br />CHIMNEY SEAL MANUFACTURED BY
<br />30" OR 36" STOP
<br />INFISHIELD OR APPROVED EQUAL
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<br />a�w
<br />POLYETHYLENE (PE) ADJUSTING RINGS
<br />3/8" DRIVE RIVETS WITH
<br />MANHOLE ADJUSTING RINGS MIN4"-MAX 12"
<br />NYLON WASHERS
<br />mgaLL
<br />m
<br />TLXDR (3878 - 05)
<br />ALL MANHOLES WITH
<br />INSIDE DROP SECTION 1• 27"DIA
<br />m
<br />SHALL BE 5' DIA (I.D.)
<br />7" LOGO
<br />w
<br />x
<br />m�
<br />_
<br />WTO 6" STREET NAME
<br />MANHOLE SECTION TO BE
<br />m
<br />�
<br />xa
<br />a�w
<br />ASTM C-478 CLASS II
<br />8" STREET I.D. 3" ADDRESS
<br />NUMBERS
<br />48" DIA
<br />U
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<br />USE R-2 JOINT FOR m a
<br />ALL MANHOLE JOINTS ¢
<br />POST 2"x 2" x 12'-0"
<br />¢
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<br />(20D12 -12 - QP)
<br />`2
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<br />8
<br />5/16" CORNER BOLT
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<br />WITH NYLON LOCK NUT
<br />"CRE -SEAL", "RESEAL", OR
<br />(TLB 516M)
<br />STABILIZER
<br />APPROVED EQUAL PRECAST STEPS AT
<br />2-1/2" x 2-1/2" x 18"
<br />GASKET CONNECTION SHALL 16" O.C.
<br />(241`12 - ODA - PG)
<br />BE USED FOR CONNECTION
<br />PIPE TO MANHOLE
<br />EXISTING GROUND
<br />PRECAST BOTTOM :;s., ... 6" MIN.
<br />SECTION WITH INVERT
<br />ANCHOR
<br />O O 2" ABOVE GROUND
<br />2-1/4" x 2-1/4" x 4'-0"
<br />(20F12 -04 -PG)
<br />0 0
<br />POST 6" IMO
<br />#5 AT 12" O.C. EACH WAY VARIABLE
<br />o ANCHOR °
<br />0 0
<br />0
<br />o
<br />°
<br />NOTES:
<br />5/16" CORNER BOLT
<br />° °
<br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO
<br />(TLCB 516M)
<br />o o
<br />ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE,
<br />Oo,
<br />2. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED
<br />0 0
<br />0 0
<br />IN THE SPECIFICATION (INCIDENTAL).
<br />5/16" NYLON LOCK NUT
<br />Special Details
<br />Special Details
<br />OF
<br />LAU
<br />STREET LD./STOP
<br />/r CITY OF
<br />STANDARD MANHOLE (48"
<br />°"` oa-al-ls
<br />"° oa-ol-ls
<br />SIGN DETAIL
<br />HU -SIG -5
<br />DIAMETER) SANITARY SEWER
<br />HU -SS -1
<br />D1 -2D-17
<br />EST. 1908
<br />E.T. 1906
<br />CITY
<br />1"CORPORATION STOP
<br />PLUGGED END -
<br />WATER MAIN
<br />Special Details
<br />RIPRAP 03-01-10
<br />DETAIL WY -SD -6
<br />01 -2o -n
<br />BRASS SHUT-OFF VALVE
<br />4'
<br />EXISTING (OR FINISHED) GRADE
<br />1"COPPER
<br />NOTE:
<br />1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS.
<br />INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION.
<br />FURNISH NEW GASKETS WHERE REQUIRED.
<br />2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER
<br />AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE
<br />INCIDENTAL TO THE PROJECT.
<br />3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP.
<br />INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL.
<br />CITY OF Special Details
<br />IUMTEMPORARY AIR BLEED °� oa-ol-ls
<br />`U INSTALLATION DETAIL HU -W-6
<br />EST. 1906 01-20-17
<br />16" GA. GALVANIZED
<br />STEELSTRAP
<br />EYE BOLT WITH
<br />(2) WASHERS EACH
<br />PLAN
<br />FSU/OjSTA'yT
<br />Q,
<br />M,ykl
<br />YP.
<br />TRANSVERSE&
<br />LONGITUDINAL BARS -
<br />5/8" FOR 24" APRON &
<br />SMALLER, 3/4" FOR 27'
<br />APRON & LARGER WELD
<br />EACH INTERSECTION
<br />' PROPERTY LINE/ `
<br />RIGHT OF WAY
<br />DRAINAGE &
<br />UTILITY EASEMENT I MINIMUM OF 10' COVER
<br />OVER TOP OF PIPE AT
<br />I.1 I PROPERTY LINE
<br />4"
<br />MIN
<br />T- I
<br />5 4" OR 6" PVC SCH. 40
<br />RISER
<br />1 CONCRETE ENCASEMENT
<br />(TYPICAL)
<br />BEND lid I:'kk•
<br />Ali 6„
<br />ELEV TO BE SET SEE JOINT DETAIL BELOW MIN
<br />BY THE ENGINEER
<br />PROPERTY LINE/
<br />PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY
<br />AND SHALL HAVE CLASS "B" BEDDING
<br />WHERE DIRECTED BY THE ENGINEER
<br />1 -I
<br />TYPICAL SERVICE WHERE COVER
<br />OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER
<br />OV
<br />ERTOPOFPIPEAT
<br />PROPERTY LINE 5,
<br />RISER
<br />4" OR 6" PVC SCH. 40
<br />"45° BEND
<br />ELEV TO BE SET
<br />a^ BY THE ENGINEER
<br />MIN
<br />CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED
<br />(TYPICAL) AND SHALL HAVE CLASS "B" BEDDING
<br />WHERE DIRECTED BY THE ENGINEER
<br />6"
<br />MIN TYPICAL SERVICE WHERE COVER
<br />OVER TOP OF SEWER IS 14' OR MORE
<br />4" OR 6" NOTES:
<br />1. ALL SERVICE CONNECTIONS INCLUDING
<br />NECESSARY BENDS AND SPECIAL FITTINGS SHALL
<br />FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID
<br />APPROVED EQUAL FOR t PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL
<br />DISSIMILAR PIPES ENCASEMENT COMPENSATION SHALL BE ALLOWED FOR
<br />(TYPICAL) CONCRETE ENCASEMENT OR PIPE BEDDING.
<br />2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT
<br />VC WYE THE PROPERTY LINE OR AS SPECIFIED.
<br />:v» 3. SERVICE STUB SHALL BE PLUGGED AND MARKED
<br />THRUST BLOCKING FOR WITH A 4"x4" TIMBER PROTRUDING X OUT OF THE
<br />CONCRETE ENCASEMENT GROUND AND PAINTED GREEN OR STEEL FENCE
<br />(TYPICAL) CLEANING EQUIPMENT POST.
<br />4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL
<br />AND 6" PVC SERVICES FOR COMMERCIAL LOTS.
<br />5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM
<br />RIGHT OF WAY, SANITARY SEWER SERVICES
<br />SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY.
<br />LW
<br />OF Special Details
<br />TYPICAL SERVICE CONNECTION oa-01-1s`+w■ FOR SANITARY SEWER HU -SS -4
<br />EST. 1908
<br />6" MIN. 12" MAX.
<br />(LESS THAN 6", USE
<br />1 BAR CENTERED
<br />ON OPENING N
<br />ELEVATION
<br />NOTES:
<br />1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED
<br />AFTER FABRICATION.
<br />2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF
<br />FLARED END SECTION.
<br />3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS
<br />DIRECTED BY THE ENGINEER.
<br />CITY OF Special Details
<br />/� ^ TRASH GUARD FOR
<br />oa-ol-ls
<br />M■�+w■ STORM SEWER APRONS Hu -STM -7
<br />mum ,anw 01-20-17
<br />THB Prepared for:
<br />Dedigned;JBB
<br />Elmcrest Investments,
<br />Drawn: SFB
<br />3500 Willow Lake Road
<br />Remora`""' �'�� Vadnais Heights, Minnesota 55110
<br />LLC
<br />PLAN
<br />IDE MH WALL TO
<br />FLAT BAR =1"
<br />OVIDE4-1/2" SS
<br />ANCHOR BOLTS
<br />W/ CLIPS
<br />1/4" x 1" FLAT BAR
<br />(ROLLED TO PROVIDE
<br />OUTER RING)
<br />T DIPPED GALVANIZED L- #5 SMOOTH BAR @,V'
<br />GRATE IN 2 SECTIONS O.C. EACH WAY
<br />(PROVIDE 3-1/4" x
<br />PLAN 3-1/4' OPENING)
<br />ELEVATION SECTION A -A
<br />„CITY OF Special Details
<br />POND OUTLET SKIMMER oa-al-ls
<br />�,�/I■v��/■ STORM SEWER HU -STM -9
<br />m>;m,A„a � 01-20-17
<br />ianle nil
<br />Fifth
<br />Addition
<br />Huco. MN
<br />Call 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />0010423DTF03.dwg
<br />Date: 07/20/17 sheet: 9 of 10
<br />Details
<br />2
<br />°¢
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<br />MG.
<br />Special Details
<br />RIPRAP 03-01-10
<br />DETAIL WY -SD -6
<br />01 -2o -n
<br />BRASS SHUT-OFF VALVE
<br />4'
<br />EXISTING (OR FINISHED) GRADE
<br />1"COPPER
<br />NOTE:
<br />1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS.
<br />INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION.
<br />FURNISH NEW GASKETS WHERE REQUIRED.
<br />2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER
<br />AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE
<br />INCIDENTAL TO THE PROJECT.
<br />3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP.
<br />INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL.
<br />CITY OF Special Details
<br />IUMTEMPORARY AIR BLEED °� oa-ol-ls
<br />`U INSTALLATION DETAIL HU -W-6
<br />EST. 1906 01-20-17
<br />16" GA. GALVANIZED
<br />STEELSTRAP
<br />EYE BOLT WITH
<br />(2) WASHERS EACH
<br />PLAN
<br />FSU/OjSTA'yT
<br />Q,
<br />M,ykl
<br />YP.
<br />TRANSVERSE&
<br />LONGITUDINAL BARS -
<br />5/8" FOR 24" APRON &
<br />SMALLER, 3/4" FOR 27'
<br />APRON & LARGER WELD
<br />EACH INTERSECTION
<br />' PROPERTY LINE/ `
<br />RIGHT OF WAY
<br />DRAINAGE &
<br />UTILITY EASEMENT I MINIMUM OF 10' COVER
<br />OVER TOP OF PIPE AT
<br />I.1 I PROPERTY LINE
<br />4"
<br />MIN
<br />T- I
<br />5 4" OR 6" PVC SCH. 40
<br />RISER
<br />1 CONCRETE ENCASEMENT
<br />(TYPICAL)
<br />BEND lid I:'kk•
<br />Ali 6„
<br />ELEV TO BE SET SEE JOINT DETAIL BELOW MIN
<br />BY THE ENGINEER
<br />PROPERTY LINE/
<br />PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY
<br />AND SHALL HAVE CLASS "B" BEDDING
<br />WHERE DIRECTED BY THE ENGINEER
<br />1 -I
<br />TYPICAL SERVICE WHERE COVER
<br />OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER
<br />OV
<br />ERTOPOFPIPEAT
<br />PROPERTY LINE 5,
<br />RISER
<br />4" OR 6" PVC SCH. 40
<br />"45° BEND
<br />ELEV TO BE SET
<br />a^ BY THE ENGINEER
<br />MIN
<br />CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED
<br />(TYPICAL) AND SHALL HAVE CLASS "B" BEDDING
<br />WHERE DIRECTED BY THE ENGINEER
<br />6"
<br />MIN TYPICAL SERVICE WHERE COVER
<br />OVER TOP OF SEWER IS 14' OR MORE
<br />4" OR 6" NOTES:
<br />1. ALL SERVICE CONNECTIONS INCLUDING
<br />NECESSARY BENDS AND SPECIAL FITTINGS SHALL
<br />FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID
<br />APPROVED EQUAL FOR t PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL
<br />DISSIMILAR PIPES ENCASEMENT COMPENSATION SHALL BE ALLOWED FOR
<br />(TYPICAL) CONCRETE ENCASEMENT OR PIPE BEDDING.
<br />2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT
<br />VC WYE THE PROPERTY LINE OR AS SPECIFIED.
<br />:v» 3. SERVICE STUB SHALL BE PLUGGED AND MARKED
<br />THRUST BLOCKING FOR WITH A 4"x4" TIMBER PROTRUDING X OUT OF THE
<br />CONCRETE ENCASEMENT GROUND AND PAINTED GREEN OR STEEL FENCE
<br />(TYPICAL) CLEANING EQUIPMENT POST.
<br />4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL
<br />AND 6" PVC SERVICES FOR COMMERCIAL LOTS.
<br />5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM
<br />RIGHT OF WAY, SANITARY SEWER SERVICES
<br />SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY.
<br />LW
<br />OF Special Details
<br />TYPICAL SERVICE CONNECTION oa-01-1s`+w■ FOR SANITARY SEWER HU -SS -4
<br />EST. 1908
<br />6" MIN. 12" MAX.
<br />(LESS THAN 6", USE
<br />1 BAR CENTERED
<br />ON OPENING N
<br />ELEVATION
<br />NOTES:
<br />1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED
<br />AFTER FABRICATION.
<br />2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF
<br />FLARED END SECTION.
<br />3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS
<br />DIRECTED BY THE ENGINEER.
<br />CITY OF Special Details
<br />/� ^ TRASH GUARD FOR
<br />oa-ol-ls
<br />M■�+w■ STORM SEWER APRONS Hu -STM -7
<br />mum ,anw 01-20-17
<br />THB Prepared for:
<br />Dedigned;JBB
<br />Elmcrest Investments,
<br />Drawn: SFB
<br />3500 Willow Lake Road
<br />Remora`""' �'�� Vadnais Heights, Minnesota 55110
<br />LLC
<br />PLAN
<br />IDE MH WALL TO
<br />FLAT BAR =1"
<br />OVIDE4-1/2" SS
<br />ANCHOR BOLTS
<br />W/ CLIPS
<br />1/4" x 1" FLAT BAR
<br />(ROLLED TO PROVIDE
<br />OUTER RING)
<br />T DIPPED GALVANIZED L- #5 SMOOTH BAR @,V'
<br />GRATE IN 2 SECTIONS O.C. EACH WAY
<br />(PROVIDE 3-1/4" x
<br />PLAN 3-1/4' OPENING)
<br />ELEVATION SECTION A -A
<br />„CITY OF Special Details
<br />POND OUTLET SKIMMER oa-al-ls
<br />�,�/I■v��/■ STORM SEWER HU -STM -9
<br />m>;m,A„a � 01-20-17
<br />ianle nil
<br />Fifth
<br />Addition
<br />Huco. MN
<br />Call 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />0010423DTF03.dwg
<br />Date: 07/20/17 sheet: 9 of 10
<br />Details
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<br />Special Details
<br />RIPRAP 03-01-10
<br />DETAIL WY -SD -6
<br />01 -2o -n
<br />BRASS SHUT-OFF VALVE
<br />4'
<br />EXISTING (OR FINISHED) GRADE
<br />1"COPPER
<br />NOTE:
<br />1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS.
<br />INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION.
<br />FURNISH NEW GASKETS WHERE REQUIRED.
<br />2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER
<br />AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE
<br />INCIDENTAL TO THE PROJECT.
<br />3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP.
<br />INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL.
<br />CITY OF Special Details
<br />IUMTEMPORARY AIR BLEED °� oa-ol-ls
<br />`U INSTALLATION DETAIL HU -W-6
<br />EST. 1906 01-20-17
<br />16" GA. GALVANIZED
<br />STEELSTRAP
<br />EYE BOLT WITH
<br />(2) WASHERS EACH
<br />PLAN
<br />FSU/OjSTA'yT
<br />Q,
<br />M,ykl
<br />YP.
<br />TRANSVERSE&
<br />LONGITUDINAL BARS -
<br />5/8" FOR 24" APRON &
<br />SMALLER, 3/4" FOR 27'
<br />APRON & LARGER WELD
<br />EACH INTERSECTION
<br />' PROPERTY LINE/ `
<br />RIGHT OF WAY
<br />DRAINAGE &
<br />UTILITY EASEMENT I MINIMUM OF 10' COVER
<br />OVER TOP OF PIPE AT
<br />I.1 I PROPERTY LINE
<br />4"
<br />MIN
<br />T- I
<br />5 4" OR 6" PVC SCH. 40
<br />RISER
<br />1 CONCRETE ENCASEMENT
<br />(TYPICAL)
<br />BEND lid I:'kk•
<br />Ali 6„
<br />ELEV TO BE SET SEE JOINT DETAIL BELOW MIN
<br />BY THE ENGINEER
<br />PROPERTY LINE/
<br />PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY
<br />AND SHALL HAVE CLASS "B" BEDDING
<br />WHERE DIRECTED BY THE ENGINEER
<br />1 -I
<br />TYPICAL SERVICE WHERE COVER
<br />OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER
<br />OV
<br />ERTOPOFPIPEAT
<br />PROPERTY LINE 5,
<br />RISER
<br />4" OR 6" PVC SCH. 40
<br />"45° BEND
<br />ELEV TO BE SET
<br />a^ BY THE ENGINEER
<br />MIN
<br />CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED
<br />(TYPICAL) AND SHALL HAVE CLASS "B" BEDDING
<br />WHERE DIRECTED BY THE ENGINEER
<br />6"
<br />MIN TYPICAL SERVICE WHERE COVER
<br />OVER TOP OF SEWER IS 14' OR MORE
<br />4" OR 6" NOTES:
<br />1. ALL SERVICE CONNECTIONS INCLUDING
<br />NECESSARY BENDS AND SPECIAL FITTINGS SHALL
<br />FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID
<br />APPROVED EQUAL FOR t PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL
<br />DISSIMILAR PIPES ENCASEMENT COMPENSATION SHALL BE ALLOWED FOR
<br />(TYPICAL) CONCRETE ENCASEMENT OR PIPE BEDDING.
<br />2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT
<br />VC WYE THE PROPERTY LINE OR AS SPECIFIED.
<br />:v» 3. SERVICE STUB SHALL BE PLUGGED AND MARKED
<br />THRUST BLOCKING FOR WITH A 4"x4" TIMBER PROTRUDING X OUT OF THE
<br />CONCRETE ENCASEMENT GROUND AND PAINTED GREEN OR STEEL FENCE
<br />(TYPICAL) CLEANING EQUIPMENT POST.
<br />4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL
<br />AND 6" PVC SERVICES FOR COMMERCIAL LOTS.
<br />5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM
<br />RIGHT OF WAY, SANITARY SEWER SERVICES
<br />SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY.
<br />LW
<br />OF Special Details
<br />TYPICAL SERVICE CONNECTION oa-01-1s`+w■ FOR SANITARY SEWER HU -SS -4
<br />EST. 1908
<br />6" MIN. 12" MAX.
<br />(LESS THAN 6", USE
<br />1 BAR CENTERED
<br />ON OPENING N
<br />ELEVATION
<br />NOTES:
<br />1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED
<br />AFTER FABRICATION.
<br />2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF
<br />FLARED END SECTION.
<br />3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS
<br />DIRECTED BY THE ENGINEER.
<br />CITY OF Special Details
<br />/� ^ TRASH GUARD FOR
<br />oa-ol-ls
<br />M■�+w■ STORM SEWER APRONS Hu -STM -7
<br />mum ,anw 01-20-17
<br />THB Prepared for:
<br />Dedigned;JBB
<br />Elmcrest Investments,
<br />Drawn: SFB
<br />3500 Willow Lake Road
<br />Remora`""' �'�� Vadnais Heights, Minnesota 55110
<br />LLC
<br />PLAN
<br />IDE MH WALL TO
<br />FLAT BAR =1"
<br />OVIDE4-1/2" SS
<br />ANCHOR BOLTS
<br />W/ CLIPS
<br />1/4" x 1" FLAT BAR
<br />(ROLLED TO PROVIDE
<br />OUTER RING)
<br />T DIPPED GALVANIZED L- #5 SMOOTH BAR @,V'
<br />GRATE IN 2 SECTIONS O.C. EACH WAY
<br />(PROVIDE 3-1/4" x
<br />PLAN 3-1/4' OPENING)
<br />ELEVATION SECTION A -A
<br />„CITY OF Special Details
<br />POND OUTLET SKIMMER oa-al-ls
<br />�,�/I■v��/■ STORM SEWER HU -STM -9
<br />m>;m,A„a � 01-20-17
<br />ianle nil
<br />Fifth
<br />Addition
<br />Huco. MN
<br />Call 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />0010423DTF03.dwg
<br />Date: 07/20/17 sheet: 9 of 10
<br />Details
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