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© 2020 Westwood Professional Services. Inc.
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<br />GOPHER STATE ONE CALL
<br />STANDARD NEENAH 7" R-1642
<br />FRAME WITH TYPE B SELF
<br />INSTALL EXTERNAL MANHOLE SEALING LID WITH TWO
<br />CONCEALED PICK HOLES. LID
<br />CHIMNEY SEAL MANUFACTURED BY
<br />INFI-SHIELD GATOR WRAP OR SHALL BE LABELED "SANITARY
<br />APPROVED EQUAL SEWER"
<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 />ALL MANHOLES WITH
<br />INSIDE DROP SECTION
<br />SHALL BE 5' CIA (I.D.)
<br />MANHOLE SECTION TO BE
<br />ASTM C-478 CLASS 11 :t
<br />48" OIA w
<br />USE R-2 TYPE CONFINED
<br />O-RING GASTING JOINT FOR ¢
<br />ALL MANHOLE JOINTS < >
<br />CORE DRILL INTO
<br />EXISTING MANHOLE B"
<br />"CRE-SEAL", "RESEAL", OR '• o INFI-SHIELD GATOR WRAP
<br />APPROVED EQUAL PRECAST :� STEPS AT OR APPROVED EQUIVALENT
<br />GASKET CONNECTION SHALL SE ::t 18" O.C. FOR ALL MANHOLE JOINTS
<br />USED FOR CONNECTING PIPE TO
<br />MANHOLE
<br />PRECAST BOTTOM SECTION 8"MIN.
<br />WITH INVERT
<br />#5 AT 12" O.C. EACH WAY VARIABLE
<br />NOTES:
<br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF BY MA INDUSTRIAL INC. CONFORMING TO ALL
<br />OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE.
<br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM.
<br />3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN
<br />THE SPECIFICATION (INCIDENTAL).
<br />4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL.
<br />5. BLOCK STRUCTURES WILL NOT BE ALLOWED.
<br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL® QSR, OR APPROVED EQUAL.
<br />7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED
<br />OUTSIDE OF THE STREET SECTION.
<br />8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER.
<br />SANITARY SEWER PIPE
<br />DEPTH (FT) TYPE
<br />0-14
<br />SDR 35
<br />>14
<br />SDR26
<br />4" PERFORATED P.E. PIPE (SEE
<br />DETAIL BELOW)
<br />PROVIDE 4'. 4" TEE AT EACH BUILDING
<br />BACK OF CURB
<br />LOCATION FOR SUMP PUMP
<br />CONNECTION 84" PVC TO PROPERTY
<br />4 x 4" TEE (TO BE PAID FOR AS
<br />LINE (4" PVC PIPE TO BE PAID BY THE
<br />4" PERFORATED P.E. PIPE
<br />LINEAL FOOT)
<br />I
<br />PLUG OR CONNECT TO
<br />EXISTING SUMP PUMP
<br />OUTLET (INCIDENTAL TO
<br />PVC PIPE)
<br />I
<br />BURY 9' LONG x #4 REBAR
<br />VARIES
<br />I FOR LOCATING PURPOSED
<br />LII
<br />(INCIDENTAL)
<br />II--- PROPERTY LINE
<br />CB MANHOLE OR CB
<br />I
<br />PROVIDE FOR 6OPENING IN BACK OF
<br />EACH CATCH BASIN STRUCTURE AT THE
<br />:ENTER OF STRUCTURE DOWN 2.38' FROM
<br />TOP CASTING TO INVERT. (INCIDENTAL TO
<br />STRUCTURE)
<br />P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB
<br />NO SCALE
<br />TURF ESTABLISHMENT
<br />AGGREGATEBASE
<br />(AS ac�ir:'ciil
<br />GEOTEXTILE FABRIC
<br />(MNDOT 3733, TYPE V)
<br />GRANULAR BORROW
<br />a 1' 0"
<br />(AS SPECIFIED)
<br />6' PERFORATED, HEAVY WALL, P.E. PIPE
<br />BACKFILL WITH Y" WASHED PEA GRAVEL
<br />OR SELECT GRANULAR MATERIAL & RAP
<br />GEOTEXTILE FA
<br />WITH GEOTEXTILE MNDOT 3733 TYPE I
<br />n/DOT3BRIG
<br />(Mn/DOT
<br />'I 1' 0"
<br />373
<br />733, TYPE V)
<br />(ALL TO BE INCLUDED IN UNIT PRICE BID
<br />PER PER LINEAL FOOT OF 6" PERFORATED
<br />P.E. PIPE)
<br />6" P.E. PIPE DRAIN DETAIL
<br />NO SCALE
<br />Special Details
<br />�, CITY OF
<br />04-01-15
<br />T TV.
<br />DETAIL
<br />UNSTORM
<br />F� , I
<br />E
<br />STORM SEWER
<br />HU-SD-9
<br />EST. 1908 03-12-20
<br />BITUMINOUS SURFACE
<br />GRASSY AREA
<br />VWIDEx4"THICK -
<br />UNDERGROUND UTILITY
<br />PIPE
<br />NOTE:
<br />1. UNDERGROUND UTILITY PIPE CROSSING 8'xVx4" THICK
<br />CENTERED OVER PIPE.
<br />2. SEPARATE LAYERS TO MAKEUP 4' THICKNESS SHALL
<br />HAVE STAGGERED JOINTS TO ENSURE CONTINUITY.
<br />CITY
<br />INSULATION DETAIL
<br />I Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />JD UTILITY PIPE
<br />STVROFOAM HIGHLAND 40 BRAND
<br />PLASTIC FOAM OR APPROVED
<br />Special Details
<br />W�. 0a o1-1s
<br />HU-W-5
<br />�03-17-2020
<br />I hereby certify that this plan was prepared by me or under my Revisions:
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under the laws of the State of Minnesota.
<br />John Bender
<br />Date: 03/17/20 License Nm 43358
<br />STANDARD NEENAH 7" R-1642 FRAME
<br />WITH TYPE B SELF SEALING
<br />27"'Ilk �-/ LID WITH 2 PICK HOLES.OLND SHALL BE
<br />INSTALL EXTERNAL LABELED 'STORM SEWER"
<br />MANHOLE CHIMNEY POLYETHYLENE (PE)
<br />SEAL MANUFACTURED
<br />BY INFISHEILD ADJUSTING RINGS (MIN 4"- 16"
<br />GATOR WRAP OR MAX 12"). USE THICKER
<br />APPROVED EQUAL ADJUSTING RINGS WHEN
<br />FEASIBLE TO MINIMIZE
<br />NUMBER OF RINGS.
<br />W D' SHIMMING ADJUSTING RINGS
<br />WILL NOT BE ALLOWED.
<br />STANDARD OFFSET
<br />ECCENTRIC CONE SECTION
<br />REDUCERS TO BE :. (STEPS NOT SHOWN
<br />USED FOR 60" INTENTIONALLY)
<br />& 72" BARRELS
<br />N Y K
<br />."d GROUTING BETWEEN
<br />f rt PIPE AND MANHOLE A
<br />BARREL SHALL BE WITH ;y .y
<br />"i 4'.0" $ NON -SHRINKING Fd y
<br />CEMENT.
<br />:d
<br />' 48%72" `.A `d
<br />"A 48"-72"
<br />VOIDS FILLED WITH :d "
<br />USE R-2 TYPE t CONCRETE BRICK
<br />OR BLO K ONLY.
<br />'ON
<br />FINED O-RING 1 C 0
<br />GASKET JOINTS GROUT ,~ GROUT
<br />FOR ALL
<br />MANHOLE JOINTS 14I .d rc
<br />14 'd > DIRECTION
<br />OF FLOW y �':d'R' ' „.V:..,•.
<br />1/2 DIA. OF PIPE
<br />DIRECOW
<br />d.
<br />PRECAST � .0,.';. .. _
<br />BOTTOM .•j. .� �d OF FLOW
<br />SECTION WITH 6" RECAST BASE
<br />POURED INVERT -" NO SCALE- I
<br />15 AT 12" O.C. EACH
<br />WAY
<br />NOTES:
<br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA
<br />REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE.
<br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM.
<br />3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL.
<br />4. BLOCK STRUCTURES WILL NOT BE ALLOWED.
<br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL ® OSR, OR APPROVED EQUAL.
<br />7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET.
<br />7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF
<br />THE STREET SECTION.
<br />AIr
<br />Species Datails
<br />iW
<br />STANDARD MANHOLE FORV��/■ STORM DRAIN HU-SD-1
<br />isi, :��,; 03-12-20
<br />OUTLET NOZZLES & THREADS: TWO 2-12" HOSE "HYDRAFINDER" (CANDYCANE) FIRE
<br />CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. HYDRANT LOCATOR
<br />(NATIONAL STANDARD THREADS)
<br />WATEROUS VY8-250 AS SPECIFIED
<br />5'BURY 8.0'
<br />CAPS TO BE CHAINED
<br />(PENTAGON NUT ON CAPS)
<br />VALVE BOX AS
<br />SPECIFIED
<br />118"-24"
<br />1"MIN.
<br />2" MAX.
<br />T-6' GEOTEXTILE FABRIC
<br />MnDOT 3733 TYPE 3
<br />1" WASHED COARSE
<br />MIN BONNET
<br />GRAVEL OR CRUSHED
<br />STREET ADAPTOR
<br />ROCK TO 6" ABOVE WASTE
<br />OPENING MIN. 1/3 CY
<br />VARIES r
<br />BRACING AS
<br />_ • A+L;i`
<br />•, •
<br />REQUIRED
<br />• w~"t
<br />.4
<br />'•
<br />\\ PRECAST CONCRETE
<br />6" D.I.P.
<br />BLOCK
<br />"
<br />WATERMAIN ..
<br />PRECAST CONCRETE
<br />BASE AS SPECIFIED
<br />2 DIAMETER BY 3' DEEP PIT
<br />UNDER HYDRANT FILLED
<br />WITH GRAVEL FOR ALL
<br />_
<br />N1.
<br />INSTALLATIONS.
<br />HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS
<br />IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS.
<br />2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO
<br />HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS.
<br />3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE
<br />4. ALL RODS AND RETAINERS TO BE COATED WITH SITUMASTIC.
<br />5. RED OR YELLOW "OUT OF ORDER' TAG TO BE INSTALLED ON THE PUMPER
<br />CONNECTIONS AFTER BACKFILL
<br />6 THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
<br />7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL.
<br />Special Details
<br />/ ^-T_ OF
<br />-HCI-T TYPICAL HYDRANT
<br />04 o1-1s
<br />INSTALLATION
<br />EST. 1908
<br />HU-W-1
<br />03-12-20
<br />a
<br />NOTE:
<br />1. CASTING TO BE USED ON SURMOUNTABLE CURB ONLY. STORM
<br />STRUCTURES WITHIN DRIVEWAYS WILL NOT BE ALLOWED.
<br />��fff(q,h
<br />DRIVE OVER
<br />CASTING
<br />NEENAH 3501-TB
<br />(BI-DIRECTIONAL)
<br />OR EQUIVALENT
<br />Special Details
<br />o.= o4-o1-1s
<br />HU-STR-7
<br />�03-12-20
<br />I� 31 -------------{
<br />NOTES:
<br />1. EXTERNAL SEAL SHALL BE
<br />ATTACHED TO THE FRAME
<br />AND CONCRETE TOP SLAB AS
<br />APPROVED BY THE
<br />ENGINEER.
<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 />INSTALL INFI-SHIELD S" POLYEHTYLENE(PE) ADJUSTING
<br />GATOR WRAP EXTERNAL 5 RINGS (MIN 4"- MAX 12"). USE
<br />MANHOLE CHIMNEY SEAL
<br />OR APPROVED EQUAL. •y, I THICKERA OMINIMIZENUSWHEN
<br />EXTERNAL SEAL SHALL BE �y FEASIBLE TO MINIMIZE NUMBER
<br />;x 24" OF RINGS.
<br />SHIMMING
<br />INSTALLED ACCORDING TO ,y'i C�,',yL, w SHIMMING OF ADJUSTING RINGS
<br />MANUFACTURE'S sy a: WILL NOT BE ALLOWED.
<br />RECOMMENDATIONS.
<br />5" VOIDS FILLED WITH CONCRETE
<br />PRECAST BOTTOM SECTION WITH 'x: BRICK OR BLOCK ONLY
<br />POURED INVERT
<br />6" PRECAST BASE
<br />#5 AT 12" O.C. EACH WAY J
<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. CORE DRILL INTO EXISTING MANHOLE
<br />4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED
<br />5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH
<br />CLEAN OUT). SEE DETAIL HU-SD-B FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SSS
<br />FOR CLEAN OUT CONSTRUCTION.
<br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL ® QSR, OR APPROVED EQUAL. NO SCALE
<br />7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER
<br />r�, CITY OF Special Details
<br />1 n Tw STANDARD CATCH BASIN
<br />WITHOUT SUMP (2'X3') HU-SD-4
<br />EST. 1806 �,ba o3-lz-zo
<br />PLAN
<br />a
<br />0.. SLOW TOP OF CURB
<br />CENTER STRUCTURE
<br />TO BACK OF CURB
<br />POLYEHTYLENE (PE) ADJUSTING
<br />RINGS (MIN 4-- MAX 12'). USE
<br />CURB INLET FRAME AND CURB
<br />THICKER ADJUSTING RINGS WHEN
<br />BOX NEENAH NO. R-3067V
<br />FEASIBLE TO MINIMIZE NUMBER
<br />OF RINGS.
<br />INSTALL INFI-SHIELD
<br />SHIMMING OF ADJUSTING RINGS
<br />GATOR WRAP EXTERNAL
<br />WILL NOT BE ALLOWED.
<br />MANHOLE CHIMNEY SEAL
<br />OR APPROVED EQUAL. ;zxzx}xzxx;xx;x.
<br />'
<br />MANHOLECOVER TO BE
<br />EXTERNAL SEAL SHALL BE
<br />24"
<br />T
<br />CRETEX TYPE II WITH 24" x
<br />INSTALLED ACCORDING TO
<br />THE MANUFACTURE'S'
<br />38" SQUARE OPENING
<br />RECOMMENDATIONS. 48"-72
<br />w
<br />GROUT
<br />>
<br />.:ii':i+.. ... ..
<br />PRECAST BOTTOM SECTION WITH ...z�..............
<br />POURED INVERT
<br />#5 AT 12" O.C. EACH WAY
<br />L 6 PRECAST BASE
<br />VOIDS FILLED WITH CONCRETE
<br />BRICK OR BLOCK ONLY
<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. CORE DRILL INTO EXISTING MANHOLE
<br />4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED
<br />5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH
<br />CLEAN OUT). SEE DETAIL HUSD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3
<br />FOR CLEAN OUT CONSTRUCTION.
<br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL ® QSR, OR APPROVED EQUAL, NO SCALE
<br />7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER
<br />Special Details
<br />CITY OF CATCH BASIN MANHOLE
<br />are.
<br />liu� 04-01-15
<br />WITHOUT SUMP (2'X3') HU-SD-6
<br />1:sr. i�us I 03-12-zo
<br />GATE VALVE ADAPTOR:
<br />1/ .. STEEL WITH PROTECTIVE
<br />COATING
<br />STEEL POST 3/4' RUBBER GASKET
<br />PAINTED BLUE INSTALLED BETWEEN GATE
<br />VARIES- DRAINAGE EASEMENT VARIES- DRAINAGE EASEMENT VALVE AND ADAPTOR TOP VIEW
<br />w z VALVE BOX SETTING TO BE
<br />1/4"-3/8" BELOW PAVEMENTANO ■. SIDE VIEW - ■
<br />STREET w AT GRADE IN TURF AREAS
<br />0 A8 REQUIRED AS REQUIRED O LID SHALL BE LABELED IN RAISED
<br />i LETTERS "WATER"
<br />VALVE BOX SHALL BE SET TO
<br />HAVE 6" ADJUSTMENT UP AND
<br />DOWN FROM FINISH GRADE
<br />VALVE BOX
<br />2'SLACKINTRUDER TYLER 6860 SERIES
<br />WIRE AT GROUND LEVEL
<br />T-6' MIN COVER
<br />CURB BOX WITH 1'-1/4" STANDPIPE AGGREGATE AND MnDOT 3733 TYPE
<br />AND STATIONARY ROD 3 GEOTEXTILE FABRIC LINING DRAIN
<br />(B-6" AT FULL EXTENSION) 1" CORP STOP PIT AND ATTACHED TO TOP OF T-6" COVER
<br />TRACER WIRE FORD FB600 VALVE BOX FOOT PIECE MIN.
<br />1" TYPE K COPPER 1' TYPE K COPPER
<br />OR POLYETHYLENE SDR 7 OR POLYETHYLENE SDR7 ' BASE ADAPTOR
<br />WATERMAIN HORIZONTAL GOOSENECK ADAPTOR, INC
<br />CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER
<br />THAN WATERMAIN _
<br />B.
<br />x1 Yx5" MANHOLE BLOCK D.I.P. WATERMAIN
<br />8'x13'x5'MANHOLE BLOCK � .....-. .,,..
<br />NOTES:
<br />1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH
<br />REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND
<br />SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC..
<br />2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES
<br />A-1 OR CITY APPROVED EQUIVALENT.
<br />3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE 822-444M OR CITY
<br />APPROVED EQUIVALENT.
<br />4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10, BEYOND
<br />THE RIGHT OF WAY.
<br />5. WHEN THERMOPLASTIC SERVICE IS INSTALLED, CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER
<br />WIRE CONNECTION.
<br />6. SADDLES REQUIRED ON 6" DIP OR SMALLER MAINS. MUELLER H-1052B OR APPROVED EQUAL.
<br />/ CI ---_ • �
<br />- FIF Y TYPICAL WATER SERVICES Special Details
<br />04_o
<br />FOR WA ERNIAIN HU-W-2
<br />yam .ana be 03-12-20
<br />6' DISTANCE TO CL VARIABLE
<br />1/2' R 3" R
<br />e
<br />3 1/2' R
<br />SLOPE 314"IFT. Mn/DOT B 618
<br />.h
<br />6" DISTANCE TO CL VARIABLE
<br />1/2" R 1•I1 3" R
<br />V3 12" R
<br />SLOPE 314"IFT. -� Mn/DOT B 624
<br />•24'�J-
<br />28" R
<br />12'R �1668" R TOP OF BITUMINOUS AT
<br />1/2'
<br />SURMOUNTABLE
<br />• .a �y.
<br />BASE
<br />171/2' 101/2'
<br />28'�II
<br />5" DISTANCE TO CL VARIABLE
<br />1/2"R 1I1 3'R
<br />V3
<br />SLOPE 314'[FT. 1/2"R
<br />If Mn/DOT B 612
<br />NOTES:
<br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL
<br />CURB AND GUTTER
<br />2. SEE DETAIL HUSTRS FOR BURG AT CATCH BASINS
<br />/r CITY OF Special Details
<br />CONCRETE 04_o1-1s
<br />jH1�V1■vim`/■ CURB &GUTTER HU-STR-8
<br />EBT. 19o8 roes 03-12-20
<br />Designeck cry
<br />JHB
<br />Drawn: cry
<br />Record Drawing by/date:
<br />TIE RODS ,wig
<br />GATE VALVE�`�''?�'''`'
<br />B"x13"x5" MANHOLE BLOCK -
<br />1"
<br />WASHED COARSE GRAVEL OR
<br />CRUSHED ROCK TO 6" ABOVE
<br />NOTES: WASTE UPENINU MIN. 4 CY
<br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN.
<br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER,
<br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALLALLOW A 4" P.V.C. PIPE TO PASS
<br />ENTIRELY OVER
<br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE.
<br />4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN
<br />LIEU OF TIE RODS.
<br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE
<br />PROJECT.
<br />6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL, METAL SEATED GAVE VALVES ARE NOT NO SCALE
<br />ALLOWED.
<br />Special Details
<br />VALVE BOX
<br />Oa-01-15INSTALLATION
<br />M90
<br />HU-W3
<br />03-12-20
<br />ITABLE OR B518
<br />C&G
<br />o �
<br />y a
<br />¢¢ m�
<br />ins 3¢
<br />�w w ya
<br />ro ti W d p N 6
<br />O
<br />THE ENGINEERlu
<br />¢ O m o h y
<br />z /z �¢�r¢zr ¢i
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<br />Sw wOio`z�rc zgr
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<br />x% U'UZ 0. 1TTw wm
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<br />R u S U$$ j ZU'
<br />W o
<br />I
<br />w��wOOC¢�
<br />ti
<br />'z c n 46
<br />110--101
<br />RIPRAP D3 ov1-mRJGO DETAIL Hc�1al..eHtaU;ls-SD-8
<br />03-12-20CITYOF
<br />EACH AR
<br />alYlllllla IS 1/2 OF OV R FACE
<br />TABULATED�� ��� ��
<br />TOTAL AREA
<br />�5F
<br />PLUG OR CAP
<br />PLUGGED CROSS ME
<br />OF BOLTS
<br />BEND PLUGGED TL
<br />.' .
<br />PLUGGED
<br />Rk-
<br />RIPRAP D3 ov1-mRJGO DETAIL Hc�1al..eHtaU;ls-SD-8
<br />03-12-20CITYOF
<br />EACH AR
<br />alYlllllla IS 1/2 OF OV R FACE
<br />TABULATED�� ��� ��
<br />TOTAL AREA
<br />�5F
<br />PLUG OR CAP
<br />PLUGGED CROSS ME
<br />OF BOLTS
<br />BEND PLUGGED TL
<br />.' .
<br />PLUGGED
<br />Rk-
<br />NOTES:
<br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
<br />2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
<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 />BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE.
<br />5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LISS. PER
<br />SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE
<br />FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE).
<br />CITY OF Special Details
<br />/1 POURED CONCRETE THRUST ID4 o1-1s
<br />■��lJ■ BLOCKING FOR WATERMAIN HU-W-4
<br />EST. 1900 03-12-20
<br />60'4RAN0
<br />5F46' TO
<br />BIG
<br />B/C
<br />20% _.
<br />/
<br />/
<br />10-TEMPORARY EASEM
<br />34' R
<br />1
<br />47' R \
<br />34' R/
<br />44' R\
<br />CUL-DE-SAC THAT WOULI
<br />_
<br />B/C _ Nl
<br />Z_
<br />B/C )
<br />WHEN STREET IS EXTEN
<br />_ _
<br />- -
<br />CUL-DE-SAC IS R
<br />P.C. OF
<br />A=46°02'06"
<br />P.C. OF
<br />4=49°02'06"
<br />CURB
<br />CURB
<br />32'
<br />F-F
<br />28' F-F
<br />MIN.
<br />MIN.
<br />34'
<br />B-B
<br />30'
<br />B-B
<br />13'
<br />MIIN.
<br />L
<br />10'
<br />MIIN.
<br />10,
<br />60'
<br />RAN
<br />50,
<br />RAN
<br />RESIDENTIAL ADT 300-1000 RESIDENTIAL ADT UNDER 300
<br />/r CITY OF Special Details
<br />TYPICAL CUL-DE-SAC FOR 04 o1-1s
<br />■�J��l■ 50' & 60' RIGHT-OF-WAYS HU-STR-11
<br />vam sans 03-12-20
<br />p
<br />r � CITY OF a
<br />/'� TEMPORARY CUL-DE-SAC FOR Special Details
<br />4HUvw04 o1-1s
<br />60` RIGHT-OF-WAYS HU-STR-16
<br />m .ana �03-12-20
<br />Prepared for.
<br />CPDC-Pratt-Oakwood LLC Partnership
<br />3500 Willow Lk Blvd. Suite 100
<br />Vadnais Heights, MN 55110
<br />Oneka Place
<br />4th Addition
<br />Hugo, Minnesota
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />Latest Revision Date: 03/17/20
<br />0008260.04DTF01.dwg
<br />Date: 03/17/20 sheet: 11 of 12
<br />Details
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