|
STANDARD NEENAH B RELF
<br />WJAS
<br />FRAME WITH TYPE B SELF NOTES: 24'�12,24' bSEALING LID WITH TWO1. EXTERNAL SEAL SHALL BE OINSTALL EXTERNAL MANHOLE CONCEALED PICK HOLES. LID ATTACHED TO THE FRAMECHIMNEY SEAL MANUFACTURED BY AND CONCRETE TOP SLAB ASSHALL ALABELED "SANITARY NFI-SHIELD GATOR WRAP OR STANDARD NEENAH r R-1642 FRAME APPROVED BYTHESEWER'APPROVED EQUAL WITH TYPE B SELF SEALINGENGINEER. 1OOdYrLID WITH 2 CONCEALED mCTED BY THE ENGINEER ¢ r M o y O m
<br />POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS.
<br />ADJUSTING RINGS MIN 4"- MAX 12" -.
<br />USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO
<br />MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING
<br />RINGS WILL NOT BE ALLOWED. 27 - DIA
<br />SANITARY SEWER PIPE
<br />DEPTH(T) TYPE
<br />0.14
<br />SDR 35
<br />>14
<br />SDR 26
<br />ALL MANHOLES WITH
<br />INSIDE DROP SECTION I I
<br />SHALL BE 5' DIA (I.D.)
<br />MANHOLE SECTION TO BE ill"
<br />ASTM C-478 CLASS II :x
<br />�w
<br />PICK HOLES. LID SHALL BE LL A
<br />INSTALL EXTERNAL LABELED "STORM SEWER" A A O a �a z 0 Q a O O
<br />MANHOLE CHIMNEY Z M1
<br />36' 43" r a O �j
<br />SEAL MANUFACTURED POLYETHYLENE(PE) O w 0= w O z m C7 w o a
<br />BY INFISHEILD ADJUSTING RINGS (MIN 4"- is" m 2, E °a y .6 N w j
<br />GATOR WRAP OR MAX12 USE THICKER 18" w B w cOi i w la rc vi
<br />ADJUSTING RINGS WHEN
<br />FEASIBLE TO MINIMIZE w w z r
<br />NUMBER OF RINGS. IQ"' p w w 08 i i O a
<br />4'-0" SHIMMING ADJUSTING RINGS - 2' 2' O W S R' K w m F K
<br />0 m - O
<br />WILL NOT BE ALLOWED. T O cw'J 00 Omww a
<br />I FLOW LINE SHALL BE MIN. m z z w o
<br />STANDARD OFFSET PLAN PLAN 0.7' BELOW TOP OF CURB a z awa' 50
<br />CONE SECTION CENTER STRUCTURE R w w 2 U Q] g
<br />_ ECCENTRIC DIA. OR 0: w O w O m l
<br />t za
<br />REDUCERS TO BE �, (STEPS NOT SHOWN TO BACK OF CURB POLYEHTYLENE (PE) ADJUSTING SPAN � � � � (9 p M � p O
<br />¢ '(AVERAGE OD+2 TIMES THE MINIMUM WALL THICKNESS) x (0.95) USED FOR 60" INTENTIONALLY) RINGS (MIN 4"- MAX 12'). USE
<br />49"DIA w 8 72' BARRELS ••. CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN J i c" c' 6 vi
<br />USE R-2 TYPE CONFINED :3 < -� VA" CENTER STRUCTURE BOX NEENAH NO. R308N FEASIBLE TO MINIMIZE NUMBER ¢
<br />O-RING GASTING JOINT FOR ¢ g, w TO BACK OF CURB OF RINGS. w
<br />ALL MANHOLE JOINTS j i•� y ;y '. INSTALL INFI"SHIELD -_ SHIMMING OF ADJUSTING RINGS qq
<br />,t ¢ 12" x ^d d ¢ _ GATOR WRAP EXTERNAL WILL NOT BE ALLOWED. O 9 w
<br />> GROUTING BETWEEN > CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. O
<br />PIPE AND MANHOLE 8' 12" MANHOLE CHIMNEY SEAL
<br />CORE DRILL INTO .- BOX NEENAH NO. R-306N. O.T BELOW TOP OF CURB xnn,x;sa:aaxn;' a
<br />EXISTING MANHOLE e 45 ti) ej BARREL SHALL BE WITH:y OR APPROVED EQUAL. MANHOLE COVER TO BE a >
<br />8' TRIM ENDS OF fd 4'-0" 'A NON -SHRINKING '4 fd EXTERNAL SEAL SHALL BE I CRETEX TYPE II WITH 24". y O
<br />o m ^d :d:d:d INSTALLED ACCORDING TO -�i
<br />ANGLES TO FIT CEMENT. INSTALL INFISHIELD POLYEHTYLENE (PE) ADJUSTING 24 38' SQUARE OPENING g S =
<br />BATOR WRAP EXTERNAL 8" THE MANUFACTURE'S w O O w
<br />`} id id ^d RINGS (MIN 4" -MAX 12'). USE 48" - 72" _
<br />48"-72^ RECOMMENDATIONS. m a
<br />INFISHIELD GATOR WRAP ';d ?d �:d 48"-72" �^ MANHOLE CHIMNEY SEAL THICKER ADJUSTING RINGS WHEN �
<br />a d
<br />"CRE-SEAL" 'RESEAL" OR a
<br />:; STEPS AT OR APPROVED EQUIVALENT :d VOIDS FILLED WITH OR APPROVED EQUAL. FEASIBLE TO MINIMIZE NUMBER GROUT >
<br />APPROVED EQUAL PRECAST 12' USE R-2 TYPE 'd CONCRETE BRICK'd d EXTERNAL SEAL SHALL BE
<br />24'
<br />i6" O. h A d OF RINGS.
<br />C FOR ALL MANHOLE JOINTS 8
<br />GASKET CONNECTION SHALL BE CONFINED JO-RINGOINTS 1 OR BLOCK ONLY. INSTALLED ACCORDING TO 'N m SHIMMING OF ADJUSTING RINGS PRECAST BOTTOM SECTION WITH _ i4A:.is:: zspiais' rc
<br />USED FOR CONNECTING PIPE TO GASKET JOINTS .d GROUT GROUT MANUFACTURE'S 'x w
<br />MANHOLE '� .^A �h m , ' •� WILL NOT BE ALLOWED. POURED INVERT W > N o d • r m c c
<br />FOR ALL w RECOMMENDATIONS. •y T
<br />¢ o z MANHOLE JOINTS .d I a .Y .s,; "• 5" > VOIDS FILLED WITH CONCRETE
<br />z :d > DIRECTION 4 n1 ¢ O
<br />PRECAST BOTTOM SECTION .:'�_ 6' MIN. o: �. +`•;.` '"' PRECAST BOTTOM SECTION WITH BRICK OR BLOCK ONLY 6" PRECAST BASE O tl p
<br />:?;c;:.;, ._: T.' O O " OF FLOW y ` '�`:!': ':r :fi ;' ;+G'+ ;;
<br />N5 AT 12" O.C. EACH WAY w0 O 0
<br />DIRECTIO POUREDINVERT
<br />WITH INVERT U 12 DIA. OF PIPE '� _S., x°°ay..,. �: t-",..`.j St 6'PRE AST BASE O r
<br />d;' IMF : N; : ,� :. '> a;"�:•"
<br />'� S PRECAST d !� A. � .^:t:^ :" C
<br />BOTTOM ;d •"k:^k.t,;^4:^ ; OF FLOWVOIDS FILLED WITH
<br />#5 AT 12" O.C. EACH WAY VARIABLE 6' RECAST BASE BRICK OR BLOCK ONLYYNCRETE m
<br />SECTION WITH q
<br />MARKED OD POURED INVERT " NO SCALE 115 AT 12.O.C. EACH WAY F¢-
<br />#5 AT 12" O.C. EACH SECTION A -A m
<br />WELD TOGETHER rn li
<br />NOTES: OD WAY SECTION A -A g S =
<br />0
<br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF ) CONFORMING U BY MA INDUSTRIAL INC.NFORMING TO ALL ra
<br />gg cmac c:c
<br />NOTES:
<br />w3 oa¢c
<br />OSHA REGULATIONS AND SPACED 18" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. NOTES:
<br />NOTES: m a
<br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS$-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 1. REINFORCING TO CONSIST OF #4 BARS @ 8' O.C. BOTH WAYS ;� d
<br />3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. GROUT BOTTOM TO DRAIN TO CENTER 2. GROUT BOTTOM TO DRAIN TO CENTER
<br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. CORE DRILL INTO EXISTING MANHOLE THE SPECIFICATION INCIDENTAL. m
<br />( ) 3. CORE DRILL INTO EXISTING MANHOLE
<br />z w
<br />3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED z¢ 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. a
<br />4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE I PAVED �
<br />5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH N a
<br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. CLEAN OUT). SEE DETAIL HUSDS FOR DRAINTILE CONNECTION INTO STRUCTURE AND HUSS-3 CLEAN OUT). SEE DETAIL HUSD$ FOR DRAINTILE CONNECTION INTO STRUCTURE AND HUSS-3
<br />iF�FSIS�ISifQIY1��Qcdc1:�
<br />c •I
<br />iFf
<br />fG]G➢E'3if[�3�Omf[3f�00
<br />�6lEIEE�E€BgE€EEEE
<br />�EE�@EII!
<br />7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. FOR CLEAN OUT CONSTRUCTION. FOR CLEAN OUT CONSTRUCTION.
<br />OUTSIDE OF THE STREET SECTION. NOTES: 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. NO SCALE 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. NO SCALE
<br />8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. 1. MANDREL TEST SHALL BE COMPLETED PRIOR TO FI NAL BITUMINOUS PAVING (SEE SPECIFICATION). THE STREET SECTION. 7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER 7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER
<br />Special Details Special Details Special Details Special Details / Special Details Special Details
<br />/r CITY OF STANDARD MANHOLE /r CITY OF /r CITY OF /r CITY OF /r CITY OF /r CITY OF
<br />04-01-15 MANDREL DETAIL 0401-15 STANDARD MANHOLE FOR ° °' g4o1.1s STANDARD CATCH BASIN ° °' g4$1.16 CATCH BASIN MANHOLE °°' g4g1-16 RIPRAP °"°' 0301-10
<br />(48" DI SANITARY SEWER HU-SS-1� HU-SS-5� STORM DRAIN HU-SD-1� WITHOUT SUMP (2'X3') HU-SD-4� WITHOUT SUMP (2'X3') HU-SD-6� DETAIL HU-SD-B
<br />EST. 191906 03-12-2020 EST. 1906 �03-12-2020 EST. 1906 03-12-20 EBT. 1906 ..u.e 03-12-20 EST. 1906 03-12-20 EST. 1906 03.12.20
<br />4" PERFORATED P.E. PIPE (SEE
<br />DETAIL BELOW) 1/4" STEEL WITH PROTECTIVE
<br />PROVIDE 4"x4" TEE AT EACH BUILDING 'HYDRAFINDER" CANDYCANE FIRE COATING BITUMINOUS SURFACE
<br />OUTLET NOZZLES 8 THREADS: TWO 2-12' HOSE ( )
<br />BACK OF CURB LOCATION FOR SUMP PUMP HYDRANT LOCATOR 1/4" PLYWOOD
<br />CONNECTION AND ONE 4-12' PUMPER CONNECTION. 3/4' RUBBER GASKET EACH AREA by; ';r"�a� • OVER FACE
<br />CONNECTION &4" PVC TO PROPERTY NATIONAL STANDARD THREADS IS 1/2 OF `;1
<br />( ) INSTALLED BETWEEN GATE `�'ss�' OF BOLTS
<br />4 x 4"TEE (TO BE PAID FOR AS LINE (4" PVC PIPE TO BE PAID BY THE TABULATED '
<br />4' PERFORATED P.E. PIPE LINEAL FOOT) VALVE AND ADAPTOR TOP VIEW TOTAL AREA
<br />WATEROUS WB-250 AS SPECIFIED /rs.`gy�,(
<br />PLUG OR CONNECT TO 5' BURY 8.0' VALVE BOX SETTING TO BE l>• J PLUG OR CAP V WIDE x 4" THICK 5'TD PTH
<br />EXISTING SUMP PUMP CAPS TO BE CHAINED 1/4"-3/8'BELOW PAVEMENT AND ■ - SIDE VIEW _ ■
<br />OUTLET (INCIDENTAL TO (PENTAGON NUT ON CAPS) AT GRADE IN TURF AREAS r� PLUGGED CROSS WYE
<br />PVC PIPE) ,'�Y, L10-
<br />VALVE '``LID SHALL BE LABELED IN RAISED6"VALVE BOX AS LETTERS'WATER'BURY 6" LONG x #4 REBAR SPECIFIED BRASS SHUT-OFF VALVE
<br />VARIES IFOR LOCATING PURPOSED �// GRASSY AREA (INCIDENTAL) 18"24"
<br />-1 BOX SHALL T SET TO I 'E`',;l 'r A UNDERGROUND UTILITY PIPE 4'
<br />HAVE
<br />UP AND
<br />L� PROPERTY LINE DOWN FROM FINISH GRADE L ;r}•a,
<br />III\ III\ \\\\III\\\\\\II III I I\\I I I\\ ° _�_1s. EXISTING (OR FINISHED)GRADE
<br />I'MIN. VALVE BOX
<br />\V 2" MAX' TYLER 6860 SERIES BEND PLUGGED CROSS PLUGGED TEE 4, 14, 5' - 6' DEPTH
<br />CB MANHOLE OR CB I I 1' CORPORATION STOP
<br />2`6" GEOTEXTILEFABRIC AGGREGATE AND MnDOT 3733 TYPE
<br />MnDOT 3733733TYPE 3 3 GEOTEXTILE FABRIC LINING DRAIN
<br />PIT AND ATTACHED TO TOP OF T$' COVER
<br />PROVIDE FOR 6" OPENING IN BACK OF I VALVE BOX FOOT PIECE MIN.
<br />EACH CATCH BASIN STRUCTURE AT THE 61jI 7•$" 1" WASHED COARSE
<br />CENTER OF STRUCTURE DOWN 2.38' FROM I MIN BONNET GRAVEL OR CRUSHED
<br />TOP CASTING TO INVERT. (INCIDENTAL TO STREET ADAPTOR ROCK TO 6' ABOVE WASTE
<br />STRUCTURE) ol\ OPENING MIN. 113 CY
<br />P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB \
<br />VARIES \ BASE ADAPTOR
<br />NO SCALE / ADAPTOR, INC
<br />` BRACING AS r
<br />to?� ;pds REQUIRED
<br />;•_:
<br />,L•, , ,4 .! � � D.I.P. WATERMAIN
<br />~�-� •'�' \
<br />TURF ESTABLISHMENT AGGREGATE BASE PRECAST CONCRETE
<br />�\
<br />(AS SPECIFIED) B' D.I.P. BLOCK
<br />WATERMAIN
<br />GEOTEXTILE FABRIC -• � TIE RODS
<br />(MNDOT 3733, TYPE V) '•_•., `... .. _ 8'x8'zi6'
<br />.� •-7'''""� `+i;'Y'1'��''.•�• PRECAST CONCRETE GATE VALVE
<br />-7= BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP PR
<br />'^? '`•` >"'�'°"' t' '''+ UNDER HYDRANT FILLED 8'xl3"x5" MANHOLE BLOCK
<br />STYROFOAM HIGHLAND 40 BRAND PLUGGED END
<br />PLASTIC FOAM OR APPROVED
<br />8' WIDE x 4" THICK EQUAL
<br />UNDERGROUND UTILITY
<br />PIPE
<br />WATER MAIN
<br />1"COPPER
<br />�04 NOTE:
<br />B 1. REUSE 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 AND 1"
<br />CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE
<br />4• INCIDENTAL TO THE PROJECT.
<br />3. TO BE REMOVED AFTER TESTING ANDIOR PRIOR TO FREEZE-UP.
<br />INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL.
<br />4"
<br />WITH GRAVEL FOR ALL 1" WASHED COARSE GRAVEL OR
<br />GRANULAR BORROW INSTALLATIONS. CRUSHED ROCK TO 6" ABOVE NOTES:
<br />1' 0" (AS SPECIFIED) NOTES: NOTES: WASTE OPENING MIN. CY 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
<br />6" PERFORATED, HEAVY WALL, P.E. PIPE 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. NOTE:
<br />BACKFILL WITH Ys' WASHED PEA GRAVEL GEOTEXTILE FABRIC IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 1. UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4" THICK
<br />OR SELECT GRANULAR MATERIAL & RAP 3. REQUIRED BEARING AREAS AL FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE.
<br />WITH GEOTEXTILE(MNDOT 3733, TYPE 1) �I 1'0" {� (Mn/DOT 3733, TYPE V) 2. HYDRANT. MEGA LUGS
<br />SHAY BE
<br />WITH 3/OFTIED RODS.
<br />TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO 3. THE GATE
<br />VALVE NU BE INSTALLED PLUMB IS COMPLETE. A4"P.V.C. PIPE TO PASS ENTIRELY OVER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND CENTERED LAYOVEERS TO
<br />HYDRANT. MEGA LUGS MAYBE USED IN LIEU OF TIED RODS. THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 2. SEPARATE LAYERS JOINTS
<br />MAKEUP 4" THICKNESS SHALL
<br />(ALL TO BE INCLUDED IN UNIT PRICE BID 3. HYDRANTS SHALL HAVE IB"BREAK OFF TRAFFIC FLANGE 4. ALL VALVES SHALL BE TIED WITH W4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 Las.PER HAVE STAGGERED JOINTS TO ENSURE CONTINUITY.
<br />PER PER LINEAL FOOT OF 6" PERFORATED 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. LIEU OF TIE RODS. SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE
<br />P.E. PIPE) 6" P.E. PIPE DRAIN DETAIL 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE).
<br />NO SCALE 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT NO SCALE
<br />7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. ALLOWED.
<br />CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF
<br />Special Details Special Details Special Details Special Details Special Details Special Details
<br />�. �. i. �.
<br />UNDERDRAIN DETAIL TYPICAL HYDRANT VALVE BOX POURED CONCRETE THRUST INSULATION DETAIL TEMPORARY AIR BLEED
<br />n. 04-01d5 04-01-15 � T 04-01-15 04-01-15 � T 04-01-is °04-01-15
<br />STORM SEWER HU-SD-9� INSTALLATION HU-W-1 °;L� INSTALLATION HU-W-3� BLOCKING FOR WATERMAIN HU-W-4 r� HU-W-5� INSTALLATION DETAIL HU-W-6
<br />EST. 1906 03.12_20 EST. 1806 �° 03-12-20 EST. lsas a.V..e 03-12-20 EST. 1906 03-12-20 EST. 1906 03-17-2020 EST. 1906 03-12-20
<br />CONCRETE WASHOUT CONTAINMENT
<br />8' DISTANCE TO CL VARIABLE 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. -
<br />12" R 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER
<br />3" R POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE,
<br />AND IN LOCATIONS APPROVED BY THE ENGINEER. _
<br />l\�3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA"
<br />• ,: 13 12" R 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT.
<br />FT.- SLOPE 314"A='T. MNDOT B 618 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE
<br />NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT.
<br />' '•L t"-I� OL
<br />6" DISTANCE TO CL VARIABLE EXISTING GROUND LINE
<br />12" R 3• R APPROVED BACKFILL MATERIAL (VAR. DEPTH TO TOP OF PIPE)
<br />�3 12"R
<br />SLOPE 3/4"IFT. Mn/DOT 6 624
<br />NORMAL TRENCH SLOPE IN
<br />•'.`� i AREASOFSUITABLE FOUNDATION
<br />i^ 8" " " 24" 1
<br />28" R
<br />- n t LINE
<br />12" R 16'�``•"{' ems' y '`- I • SUITABLE
<br />TOP OF BITUMINOUS MAT a.e,•-'.- c - r s - >... ti:: ONSITE
<br />68" R 2' MIN. W MAX AS
<br />" DIRECTED BY THE "'=+•'<.`>. 1 - . GRANULAR
<br />12 :•¢`�" r FOUNDATION
<br />' ENGINEER > 1 - � 5x*-� •
<br />GEOTEXTILE FABRIC
<br />TYPE 4
<br />TABLE 2575-3
<br />RAPID STABILIZATION
<br />METHOD
<br />MATERIALS
<br />1
<br />TYPE 1 MULCH PLACED AT A RATE OF 2 TONS PER ACRE (4.5 TONNE PER ha) WITH DISC ANCHORING
<br />TYPE 3 MULCH PLACED AT A RATE OF 1.5 TON PER ACRE (3.4 TONNE PER ha).
<br />2
<br />3884, STABILIZED FIBER MATRIX, PLACED AT A RATE OF 750 LB/ACRE (835 kg/ha)
<br />3884, STABILIZED FIBER MATRIX, PLACED AT 330 LB PER 1000 GALLONS OF SLURRY MIXTURE (159 kg
<br />PER 3.8 Cu. METERS) OF SLURRY MIXTURE.
<br />SEED MIXTURE 22-111 PLACED AT A RATE OF 10 LB PER 1,000 GALLONS (4.5 kg PER 3.8 CU. METERS) OF
<br />SLURRY MIX.
<br />3
<br />TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 50 LB PER 1000 GALLONS
<br />(22.7 kg PER 3.8 CU. METERS) OF SLURRY MIX.
<br />WATER PLACED AT A RATE OF 875 GALLONS PER 1,000 GALLONS (3.3 CU. METERS PER 3.8 CU. METERS)
<br />OF SLURRY MIX.
<br />APPLY MIXTURE AT A RATE OF 6,0D0 GALLONS PER ACRE (56 CU. METERS PER ha).
<br />CATEGORY 25 EROSION CONTROL BLANKET (NATURAL NET IF REQUIRED IN PLAN FOR
<br />PERMANENT BLANKET).
<br />4
<br />SEED MIXTURE 22-111 PLACED ATA RATE OF 2 LB PER 100 SQ. YD. (1.1 kg PER 100 CU. METERS).
<br />TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED ATA RATE OF 8 LB PER 100 SQ. YD. (3.6 kg PER 84
<br />SQ. METERS).
<br />5
<br />RIP RAP CLASS IL
<br />GEOTEXTILE TYPE III.
<br />NOMINAL
<br />FITTING SIZE,
<br />INCHES
<br />TEE, WYE, PLUG OR
<br />CAP
<br />90°BEND,
<br />PLUGGED CROSS
<br />TEE PLUGGED ON
<br />RUN
<br />45° BEND
<br />22_1/2•
<br />BEND
<br />11.1/4°
<br />BEND
<br />Ai
<br />A2
<br />4
<br />1.0
<br />1.4
<br />1,9
<br />14
<br />1.0
<br />-
<br />-
<br />6
<br />2.1
<br />3.0
<br />4.3
<br />3.0
<br />1.6
<br />1.0
<br />-
<br />8
<br />3.8
<br />5.3
<br />7.6
<br />5.4
<br />2.9
<br />1.5
<br />1.0
<br />10
<br />5.9
<br />8.4
<br />11.8
<br />8.4
<br />4.6
<br />2.6
<br />1.2
<br />12
<br />8.5
<br />12.0
<br />17.0
<br />12.0
<br />6.6
<br />3.4
<br />1.7
<br />14
<br />11.5
<br />16.3
<br />23.0
<br />16.3
<br />8.9
<br />4.6
<br />2.3
<br />16
<br />15.0
<br />21.3
<br />30.0
<br />21.3
<br />11.6
<br />6.0
<br />3.0
<br />18
<br />19.0
<br />27.0
<br />38.0
<br />27.0
<br />14.6
<br />7.6
<br />3.8
<br />20
<br />23.5
<br />33.3
<br />47.0
<br />33.3
<br />18.1
<br />9.4
<br />4.7
<br />24
<br />34.0
<br />48.0
<br />68.0
<br />48.0
<br />26.2
<br />13.6
<br />6.8
<br />6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12' X 8' X TOR 10
<br />CUBIC -YARDS VOLUME.
<br />7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 12 FULL.
<br />8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS,
<br />STATE, AND FEDERAL LAWS.
<br />9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE
<br />OWNER WITHIN 24 HOURS OF DISCOVERY.
<br />10. AN OWNER -APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY
<br />MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE
<br />`
<br />OWNER.
<br />CORRECTIVE ACTION
<br />THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY
<br />WATER SERVICE C 0 N N E C TI 0 N
<br />CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS
<br />THAT ARE MORE THAN 112 FULL FOR ONE INSPECTION PERIOD, ANY CONCRETE WASHOUT PILES
<br />THROUGHOUT THE SITE, AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE
<br />FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK
<br />O
<br />GENERATING THE WASTE, AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO.
<br />O
<br />PLACE 4"x 4" - 4' ABOVE
<br />O O O
<br />WATER ROUGH IN
<br />CONCRETE
<br />WASHOUT AREA
<br />O O O
<br />r•, i • ' ' '• �'• `.." 7--
<br />SURMOUNTABLE O O
<br />::. ;.:' ; ?" •• EXTEND DIP WATER
<br />BASE OCONCRETE WASHOUT SIGN DETAIL
<br />17112' 1012" PIPE BY THE ENGINEER
<br />cq SERVICE W/FLANGE 18" ABOVE
<br />BY THE ENGINEER MINIMUM SIZE: Fl
<br />12'Lx8'WxOF ORAMIC YARDS.
<br />F� O jo FIRST FLOOR ELEVATION.
<br />VOLUME OF 7.1 CUBIC YARDS. �S`
<br />8' DISTANCE TO CL VARIABLE MAINTENCE tiOGT VdP N� TgNO�N1N OEj �V O
<br />12'R 3•R 3/4"TO1-12"100%CRUSHED FOUNDATION gs�MPSN FIRST FLOOR
<br />-'k
<br />MATERIAL OR APPROVED GRANULAR pGGE
<br />MAINTENANCE: O 931.5
<br />3 MATERIAL, WRAP MATH GEOTEXTILE FABRIC 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION &
<br />TYPE 4, ORIENT LENGTH OF ROLL SEDIMENT CONTROL INSPECTION REPORT.
<br />4`' SLOPE 314'IFT. PERPENDICULAR TO PIPE AND OVERLAP 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 12 FULL. CONCRETE MUST BE
<br />12" R MNDOT B 612 SIDES AND END 3 FEET
<br />_ _ DISPOSED OF PROPERLY.
<br />°•z F CONTAINER SPECIFICATIONS: NOTES:
<br />1. CONTAINER MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED 8" DIP-----,
<br />• • • •• - 2. CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY BACKGROUND.7, 5'
<br />I� 8" 12-{ LOCATION 2. 2" x 2" TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEET ABOVE EXISTING GROUND. WATER
<br />NOTES: 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. 3. STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE CO\
<br />1. MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER ALL 4. THE CONTAINER MAY HAVE ACCESS RAMPS. OF THE STREET RIGHT-OF-WAY. FOR VI
<br />CURB AND GUTTER 5. THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS 4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN.
<br />2. SEE DETAILHUSTR$FORBURBATCATCHBASINS OFWASHEDCONCRETE. CONCRETE WASHOUT DETAIL FOOTING COMPACTED
<br />GRANULAR BACKFILL
<br />Special Details Special Details Special Details Special Details Special Details UNDER FOOTING
<br />�. CITY OF i CITY OF i CITY OF �. CITY OF CITY OF INV. ±923.5
<br />HUG
<br />� T%�1 �� CONCRETE °"°' g4.g1.1s T TYPICAL TRENCH FOR RAPID STABILIZATION CONCRETE WASHOUT STRUCTURE MARKER
<br />n■ I� ■ CURB &GUTTER I� N9 °4-°i-1s ■� ■ 94-3aie T T� n o4-3aia T T%� n H-2
<br />VV V t! HU-STR-8 UNSTABLE FOUNDATION HU-MIS-1 `)`/ METHODS 1-5 HU-EC-9 nUW DETAIL 7.
<br />HU-EC-10 nUW SIGNSHU-SIG-1
<br />EST. 1806 03.12-20 E8T. 1906 0.12-25, EST. 1908 08-12-20 EST. 1806 03-12-20 EST. 1808 .11
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<br />REVISIONS
<br />1. 12/9/21 per City Comments.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />DRAWN BY:
<br />KRO
<br />DESIGNED BY:
<br />BJK
<br />ISSUE DATE:
<br />7/30/2021
<br />I hereby certify that this plan, specification
<br />or report was prepared by
<br />me or under
<br />my
<br />direct supervision and that
<br />I am a duly
<br />Licensed Professional Engineer
<br />under
<br />the
<br />laws of the State of Minnesota
<br />Name: Brian J. Krystofiak/�,-�P.E'�.
<br />Signature:
<br />IV
<br />Date: 7/30/2021 License #: 25063
<br />C/
<br />of
<br />C11
<br />
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