|
III VIII
<br />PGE I i I
<br />yJvp
<br />%\eI Oi cM/fie o
<br />� o
<br />G . FO y -G qs
<br />2f o6otJooa 'o��.•�ycko.
<br />o .j...do
<br />C, 00
<br />2" WASHED COARSE
<br />AGGREGATE
<br />6"MIN.DEPTH
<br />NOTES:
<br />1. CRUSHED CONCRETE NOT ALLOWED.
<br />2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER
<br />3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS
<br />LARGER THAN 24 FEET, HEAVY TRAFFIC, ORAS
<br />DIRECTED BY THE ENGINEER.
<br />PLATE NO. HU -EC -1
<br />REVISION
<br />HUGO PATE APRIL 2015
<br />ROCK CONSTRUCTION
<br />ENTRANCE
<br />INSTALL EXTERNAL MANHOLE
<br />CHIMNEY SEAL MANUFACTURED BY
<br />INFISHIELD OR APPROVED EQUAL.
<br />ECCENTRIC REDUCERS
<br />TO BE USED FOR
<br />ST & 72" BARRELS
<br />MANHOLE SHALL CONFORM TO THE
<br />REQUIREMENTS OF ASTM C478
<br />USE R-2 TYPE CONFINED -
<br />O-RING GASKET JOINTS
<br />FOR ALL MANHOLE JOINTS
<br />GROUT
<br />w
<br />GROUTING BETWEEN PI PE F j
<br />AND MANHOLE BARREL
<br />SHALL BE WITH NON -
<br />SHRINKING CEMENT.
<br />4� d
<br />VOIDS FILLED WITH CONCRETE W.
<br />BRICK OR BLOCK ONLY.
<br />NOTES:
<br />1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR
<br />APPROVED EQUWALENT AND SMALL BE LOCATED ON THE DOWN STREAM SIDEOF MANHOLE
<br />2 STEPS SMALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING
<br />DOWN STREAM
<br />3. MANHOLE COVER SMALL BE CAST WITH THE WORDS 'STORM SEWER"
<br />4. THE INITIAL & FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE
<br />PROJECT
<br />NEENAH R-1642 FRAME
<br />ANO TYPE B LID WITH 2
<br />CONCEALED PICK HOLES.
<br />POLYETHYLENE III ADJUSTING RINGS
<br />MIN 4' - MAX 12'
<br />STANDARD OFFSET
<br />CONE SECTION
<br />(STEPS NOT SHOWN
<br />INTENTIONALLY)
<br />NO SCALE
<br />PLATE N0. HU -STM -1
<br />U
<br />STANDARD MANHOLE REVISION
<br />HGOFOR STORM DRAIN DATE : ApRIL2015
<br />DESIRED MINIMUM
<br />OYER LMTS OF
<br />36' CONCRETE WALT( Sr
<br />WONALK 3'6'
<br />CCRETEg
<br />'yy 4•P 0. 40'WAIX F:
<br />6•S 3 SS 5'6' ry¢ rc 5'r
<br />r BACKOFCURB pU
<br />6�l I11 5
<br />FRONT FAC V (✓
<br />OF CU 0 - OF N'r FAC O OC
<br />e i N
<br />4 B U�
<br />WDTK CURB 4 7 A WWB) 6'I 6' 3'• (8" CURB 4 I S' 3" S' CUR )
<br />III 4'2'(4'CURB) 4'0"MIN. 6 4'T' (4"CUR )
<br />A..j
<br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP
<br />50
<br />OF BASE DIAMETER
<br />5'(0.27
<br />cum OR
<br />CURB AND Gl1TTER
<br />eb" 6' CURBX=4'0" REQUIRED
<br />(4"CURB) OATSDOMESECTION ESESECTION
<br />..: �,:. •.. `.: �..:.. ,..-.. ..-... ... .. ... .. ... 1 E'6'-23/8" 15/1row.)
<br />(1.625•-2375) 0.9375')
<br />QO2 FTJFT. MNLi"-
<br />CONCRETE WAK 0.083 FTJFT. OR FUATTER O3
<br />•,1 aWFTJFT. MINIMUM o
<br />A / 55-d SM'
<br />SECTION AM
<br />(1.825'-23]57 ooa0o
<br />15/18'mP.1 5,8'MIN. &0* MIN,
<br />(0.6257
<br />ROUNDNl IFR PATHOF TFNVELWI34FT,ORGREATER,USE DOME SPACING
<br />SLOPED 0.083 FTJFT. SLOPE FOR THE FLARED SIDE. IF
<br />'XIS LESS TH/N 4 FT. THEN THE FIAREU SDE SLOPE
<br />INTERSECTIONS MUST NOTEXCEED 0.063 FTJFT.
<br />as a3
<br />8' CURB &0.083 FTJFT. SLOPE 4'p' © 6" CURB&0.083 FTJFT. SLOPE
<br />(4"CURB&0.0B3FT`PT SLOPE) (4" CURB80.OB3 FThT.9LOPE)
<br />ELEVATION OF RAMP
<br />NOTES:
<br />ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THE AMERICANS WITH DISABLLITIESACT (ADA) STANDARD DETAIL PLATE. REFER TO
<br />MNDOT STANDARD PLAN 5&W2M FOR ADDNAL mOPEDESTRIAN CURE RAMP LAYOUTS AND THE MNDOT LAYOUTS. THE CURB AND CURB TRANSITION ON
<br />THE RAMP WILL BE PND FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CUM AND CURER. THE RAMPNREA WILL BE PAID FOR AS CONCRETE
<br />L(
<br />WNEXCLUDINGTHETRUNCATED DOMEAREAWHICHWILLBEPNDFORMSTRUNCATEDD ESBYTHESWARFFOOT.BIKETRAILSSHALLHAVE
<br />TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSESA ROAD. DOMESARE NOT TO BE USED ON SIDEWA 01 OR TRAILS
<br />WHEN CROSSING ALLEYS OR DRIVEWAYS.
<br />Q /R ITCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
<br />O PROVIDE A CLEAR PATH OF TRAVEL 4. W WIDE BEHNO THE PEDESTRIAN RAMP. AREATIVELY FIAT 4• X 4• LANDING WILL ALLOW WHEELCHAIRS TO
<br />NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS. OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE
<br />RAMP OR PATH OFTRAVEL
<br />Q3 WHEN A MEDIAN IS NOT WIDE ENOUGH FORTWO PEDESTRIAN RAMPS AND A 41' LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL
<br />BE CUT THROUGH THE MEdAN AT STREET LEVEL.
<br />© PLACETHEDETECTABLEWARNNOS(TRUNCATEDDOMES)AT THES4CKOFCURB. WHENTIEDETEt.TABLEWARNINGSYSTEMISAPRECATT
<br />MATERIAL, THE CURB SHALL BE HAND FORMEDTO FRLTHE GAR.
<br />® ADA REQUIRED TRUNCATED DOME AREASHPLL BE 70' MIN. IN DIRECTION OF TMLLD
<br />TRAVEL SHALL EXTEND FUWM (3' 0' OR 4' O'TYP.)
<br />OFTHECURBRAMP. THIS20"BY4'0'WIDT1(r.)TRUNCATEDDOMEAREASHALLCONTRASTVISUALLYWITHTHEADJACENTWAXING
<br />SURFACE THE ENTIRE TRUNCATED OOZE AREA SHALL BE A LIGHT (GRAY OR BUFFTYPICALLY) COLOR WHEN THE ATJACENTSIDEWAK IS A
<br />DARKCOLOR. THE ENTIRE TRUNCATED DOME AREA SHALL WADARKCOLOR(REDORDARKCNYWPICALLY)W9ffi EADJACENTSIDMW KIS
<br />AUGHTGRAYCEMENTCOUOR
<br />© 4.0" MIN. FOR NEW CONSRUCTION.3 0' ALLOWED TO STAY IN RACE FOR RETROFITPROJECTS. N smJATIONS WHERE THE cum CUT WIDTH
<br />EXCEEDS 4' 0', THE DETECTABLE WARNINGS SHAL EXTEND THE FULL WIDTH.
<br />(D DETECTABLE WARNING TTRVNCATED DOMES) SHALL BE 2 X 2 CAST IRON (NO COLOR).
<br />PLATE NO.HU-STR-3
<br />PEDESTRIAN REVISDATE: APRIL 2015
<br />HUGOCURB RAMP
<br />A) Installation
<br />WIRE FENCING
<br />POST 1 SET POSTS AND 2 STAPLE THE WIRE
<br />EXCAVATE A MESH FENCING TO
<br />6"X 6"TRENCH EACH POST
<br />TRENCH PSLOPE ALONG THE
<br />61X 6" LINE OF THE POSTS
<br />Ip�111�NN=II-lltll�lllly 6111111-111 IIIII_INI6NI�
<br />IIS 1111=1YII 1111=1011111101119111111- LION
<br />Blltl=x111 11= 51tl1=111 111=
<br />6 11
<br />FILTER FABRIC -� '3 ATTACH THE FILTER 4 BACKFILL THE TRENCH
<br />FABRIC TO THE AND COMPACT THE
<br />WIRE FENCING AND EXCAVATED SOIL
<br />THE TRENCH
<br />COMPACTED
<br />BACKFILL \r
<br />IIIIP-N = IiirilNNNIE 61lgIN- NII=111NINE
<br />111 I FIfP�IN Itl, I 11 mut
<br />---IIp=JINI N. Milium 11 III9
<br />I tll
<br />BOTTOM
<br />OF
<br />DRAINAGE WAY
<br />OB A
<br />LL
<br />ELEVATION:
<br />POINTS "A' SHOULD BE
<br />HIGHER THAN POINT "B"
<br />B) Maintenance
<br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER
<br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN
<br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF
<br />BE MADE IMMEDIATELY. THE BARRIER.
<br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
<br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS NO LONGER
<br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE
<br />THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED.
<br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF
<br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED
<br />AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY
<br />ERODIBLE SOILS.
<br />PLATE NO. HU -EC -2
<br />REVISION
<br />HUGO PLACEMENT AND DATE : APRIL 2015
<br />CONSTRUCTION OF A
<br />SILT FENCE
<br />CENTER STRUCTURE
<br />TO BACK OF CURB
<br />CURB INLET FRAME AND CURB
<br />BOX NO. R-32504 WITH
<br />GRATE.
<br />VANE GRATE.
<br />INSTALL EXTERNAL MANHOLE
<br />CHIMNEY SEAL MANUFACTURED BV
<br />IMFISHIELO OR APPROVED EQUAL
<br />POLYETHYLENE (PE) ADJUSTING RINGS
<br />MIN C - MAX IT
<br />VOIDS FILLED WITH CONCRETE
<br />BRICK OR BLOCK ONLY
<br />FLOW UNE SHALL BE MIN. O.T
<br />BELOW TOP OF CURB.
<br />1
<br />SECTION A -A S' POURED BASE
<br />NOTES:
<br />1. REINFORCING TO CONSIST OF 64 BARS R r O.C. BOTH WAYS
<br />2. GROUT BOTTOM TO DRAIN TO CENTER
<br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />4. ADJUSTING RINGS SHALL WAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE
<br />S. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE
<br />UNTIL WEAR COURSE IS PAVED
<br />6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS
<br />STANDARD
<br />HUGO CATCH BASIN
<br />WITHOUT SUMP
<br />NO SCALE
<br />PLATE NO. HUSTM-313
<br />REVISION
<br />DATE APRIL 2015
<br />Notes,
<br />1) All concrete match points shall be saw cut and have expansion pad unless otherwise
<br />directed by the City Engineer
<br />2) Bituminous driveways shall be a minimum thickness Of 4'compacted, 2' of which will be wearing
<br />course materlal. Bituminous tack coat shall be applied between lifts unless otherwise directed
<br />by the City Eng,
<br />neer.
<br />3) All bituminous match points shall be saw cut or milled and tacked prior to patching. On
<br />roads were bituminous Is 3' thick or greater the top 1.5' shall be milled a mininum of IS'
<br />beyond the saw cut as a match point.
<br />4) Gravel and bituminous In roadway area shall be repaired to a like new condition matching
<br />existing thicknesses,
<br />5) Bituminous patch work done prior to June 1st and after September 30th shall be heated
<br />with a radiant heater to seal the edges.
<br />6) All Driveways with a grader greater then 10% must obtain City Engineer approval.
<br />7) All Driveways must meet City Code for lot coverage area.
<br />B) No driveway shall be within 40' of a street end radius unless written approval Is obtained
<br />from the City Engineer.
<br />9) Where sidewalks / trails exists or are proposed, the driveway shall extend through the
<br />sidewalk / trail area with pedestrian curb openings placed (see standard Plate No. Hl
<br />a maxlmlum 2% cross slope on sidewalk / trail areas crossing through driveways.
<br />10) Contractor to call City Engineering Department (651) 762-6316 prior to construction.
<br />DRIVEWAY AREA CURB RADIUS 25' BA.C.
<br />TYPICAL
<br />FELT EXPANSION PAD FELT EXPANSION PAD
<br />MAINTAIN GUTTER VITH 3/4'
<br />LIP ALONG VIDTH
<br />DRIVEVAY OPENING.
<br />24' NIN.
<br />SAV CUT EXISTING BITUMINOUS
<br />18' MIN. MILLED AREA
<br />RADIANT HEAT PATCH AREA' Bituminous
<br />ON ALL PATCHES PLACED PRIOR Thickness 4" Min.
<br />TO JUNE Ist OR AFTER SEPTEMBER 30th
<br />Concrete Curb & Gutter away Slope Varies
<br />Sidewalk 1 Trait Dtiv
<br />Cross Slope When
<br />presenty par Foot
<br />" Lip
<br />Compacted 8" Class 5
<br />Street Patch Min 2.00' By Length of Curbing Aggregate Base
<br />Removed and Replaced Reoompact Aggregate Base, 100% Crushed
<br />Match Existina Thickness
<br />PLATE NO.HU-STR-B-CB
<br />COMMERCIAL /MULTIFAMILY REVISION
<br />HUGO DATE : APRIL 2015
<br />DETAIL BITUMINOUS
<br />Material:
<br />1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that
<br />sets inside the strom sewer grate. An incorporation rear deflector plate is connected
<br />to the receptacle directing the water into the basin for filtration.
<br />2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge.
<br />3. The Filter media shall meet all local specifications for inlet protection.
<br />Maintenance:
<br />1. Check Filter media after each rain event. Clean or replace if sediment clogs filter.
<br />2. Remove sediment and debris from the receptacle after each rain event
<br />V"r
<br />r
<br />PLATE NO. HU -EC -4
<br />WIMCO Curb & Gutter REVISION
<br />HUGO DATE APRIL 2015
<br />Inlet Protection
<br />(Model CG23)
<br />CENTER STRUC'
<br />TO BACK OF CUI
<br />CURB INLET FRAME ANI
<br />BOX NEENAH NO. R-3251
<br />VANE GRATE.
<br />INSTALL EXTERNAL MANHOLE
<br />CHIMNEY SEAL MANUFACTURED BY
<br />INFISHIELD OR APPROVED EQUAL.
<br />POLYETHYLENE (PE) ADJUSTING RN
<br />MIN 4"- MAX
<br />CONCRETE CATCH
<br />WALL AND BASE TO
<br />CRETEX TYPE 433B
<br />APPROVED EQUIVN
<br />TO BE CRETEX
<br />A
<br />RULED WITH CONCRETE
<br />DR BLOCK ONLY.
<br />-:
<br />SECTION A -A B'POUREOBASASE
<br />NOTES:
<br />TEE, WYE,
<br />PLUG OR
<br />CAP
<br />1. REINFORCING TO CONSIST OF 04 BARS 0 W O.C. BOTH WAYS
<br />TEE
<br />PLUGGED
<br />ON RUN
<br />Al AL2
<br />2. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED
<br />EQUIVALENT AND
<br />SHALL BE LOCATED G 16" O.C. PARALLEL WITH THE CURB
<br />4
<br />3. GROUT BOTTOM TO DRAIN TO CENTER
<br />2 1/2" X 2 1/2" X 18"
<br />4. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />1.0
<br />S. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE
<br />(24F12 - ODA - PG)
<br />6. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTILL WEAR COURSE
<br />IS PAVED
<br />3.0
<br />EXISTING GROUND
<br />NO SCALE
<br />1
<br />ANCHOR
<br />2 1/4" X 2 1/4" X 4''
<br />_
<br />; ;
<br />D
<br />O 2" ABOVE GROUND
<br />PLATE N0. HU -STM -4A
<br />POST 6"���
<br />0
<br />CATCH BASIN
<br />10
<br />INTO ANCHOR
<br />U
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />/
<br />4.6
<br />2.6
<br />REVISION
<br />12
<br />8.5
<br />HUGO
<br />T
<br />6.6
<br />MANHOLE
<br />1.7
<br />DATE � APRIL 2015
<br />11.5
<br />WITHOUT SUMP
<br />23.0 16.3
<br />6.9
<br />s• m' o: R
<br />' SLOPE 1M° PER FOOT TO DRAIN
<br />2"2360 TYPE 41 BITUMINOUS. 41 WEA50D55(PG 58-28)
<br />WEAR COURSE
<br />V CLASS 5 AGGREGATE 100% CRUSHED
<br />LIMESTONE QUARRY OR RECYCLED
<br />EQUAL (MNDOT 3138).
<br />XTI
<br />GEOTELE FABRIC FOR ROOT CONTROL TO 8E PLACED UNDER CLASS 5 AGGREGATE
<br />GEOIEXTILE FABRIC TO BE BIOBARRRR OR APPROVED EQUAL
<br />NOTE:
<br />THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON M95% COMPLETION OF ALL
<br />HOME CONSTRUCTION.
<br />BIKE PATH TYPICAL SECTION
<br />R
<br />5' at
<br />SLOPE 114" PER FOOT TO DRAIN
<br />717
<br />L
<br />�vA . �,/�.,
<br />'4' CONCRETE (3472)
<br />4" FINE FILTERED AGGREGATE (MNDOT 3149) OR
<br />CLASS 5AGGREGATE 100% CRUSHED LIMESTONE
<br />QUARRY OR RECYCLED EQUAL (MNDOT 3138)
<br />'NOTE: B' THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS.
<br />SIDEWALK TYPICAL SECTION
<br />PLATE N0. HU-STR-10
<br />U
<br />BIKE PATHREVISIONHGO SIDEWALK SECTION DATE APRIL 2015
<br />2" RAIN CAP
<br />(TLARC 200)
<br />9" STREET LD
<br />SPACER 1/2" X 2" PVC TUB
<br />W/ # 34 - 2" CHERRY
<br />MATE RIVIET
<br />r 30" OR 36" STOP
<br />318" DRIVE RIVETS 9" STREET I.D
<br />W/ NYLON WASHERS
<br />TLXDR (3878 - 05) 7"
<br />~ LOGO ~
<br />AGO 6" STREET NAME
<br />POST 2" X 2" X12' ADDRESS
<br />(20D12 - 12 - QP) NUMBERS
<br />5/16" CORNER BOLT
<br />TEE, WYE,
<br />PLUG OR
<br />CAP
<br />90" BEND,
<br />PLUGGED
<br />CROSS
<br />TEE
<br />PLUGGED
<br />ON RUN
<br />Al AL2
<br />W/ NYLON LOCK NUT--
<br />41
<br />STABILIZER
<br />11-1/4^
<br />BEND
<br />4
<br />1.0
<br />2 1/2" X 2 1/2" X 18"
<br />1.9 1.4
<br />1.0
<br />(TLCB 516M)
<br />(24F12 - ODA - PG)
<br />6
<br />2.1
<br />3.0
<br />EXISTING GROUND
<br />1.6
<br />1
<br />ANCHOR
<br />2 1/4" X 2 1/4" X 4''
<br />_
<br />; ;
<br />D
<br />O 2" ABOVE GROUND
<br />(20F12 - 04 - PG)
<br />POST 6"���
<br />0
<br />0 4
<br />10
<br />INTO ANCHOR
<br />U
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />/
<br />o 0
<br />00 /u 5/16" CORNER BOLT o 0
<br />(TLCB 516M) 0 0
<br />� --' - 5/16" NYLON LOCK NUT o 0
<br />PLATE N0. HU -SIG -5
<br />STREET I.D./STOP REVISION
<br />HUGOSIGN DETAIL DATE APRIL 2015
<br />CBMANHOLE-OR OB
<br />III II II I
<br />PROVIDE FOROPENING IN BACK I I I
<br />OF EACH CATCH BASIN STRUCTURE 2, IIS• -II
<br />THE CENTER OF STRUCTURE DOWN 2.39'
<br />FROM TOP CASTING TO INVERT. OBE
<br />INCLUDED IN THE UNIT PRICE BI FOR
<br />CATCH BASIN)
<br />P.E. PIPE DRAIN CONNECTION T
<br />NO3CPl£
<br />PROVIDE A 4". 4' TEE, AT EACH
<br />BUILD NG LOCATION FOR HOME SUMP
<br />PUMP CONNECTION RO BE PAID FOR
<br />AT UNIT PRICE BID PER EACH
<br />V x 4•' TEE & 4' PVC TO PROPERTY
<br />LINE BY THE LINEAL FZ3L.
<br />4" TEE (TO BE PAID FOR AS
<br />4' PERFORATED P.E. PIPE)
<br />LINE
<br />)LE OR CB
<br />(MNDOT 3733, TYPE V)
<br />4" PERFORATED P.E. PIPE DRAIN DETAIL
<br />PLATE NO.HU-STM-8
<br />UNDERDRAIN DETAIL DATE
<br />APRIL 2015
<br />HUGO STORM SEWER
<br />EACH AREA 1/4' PLYWOOD
<br />IS 1/2 OF OVER FACE
<br />TABULATED OF BOLTS
<br />TOTAL AREA
<br />PLUG OR CAP
<br />PLUGGED CROSS WYE
<br />Liz L�_ ��j
<br />Al
<br />AL2 T•
<br />BEND PLUGGED CROSS PLUGGED TEE
<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
<br />INDICATED OTHERWISE.
<br />4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS
<br />AND 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
<br />2000 LBS. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL
<br />BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150)X (2000/SOIL
<br />BEARING STRESS) X (TABLE VALUE).
<br />POURED CONCRETE PLATE NO. HU -W-4
<br />THRUST BLOCKING REVISION APRIL 2015
<br />HUGO FOR
<br />WATERMAIN
<br />NOMINAL
<br />FITTING
<br />SIZE,
<br />INCHES
<br />TEE, WYE,
<br />PLUG OR
<br />CAP
<br />90" BEND,
<br />PLUGGED
<br />CROSS
<br />TEE
<br />PLUGGED
<br />ON RUN
<br />Al AL2
<br />45^
<br />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 />6.9
<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 27.0
<br />14.6
<br />7.6
<br />3.8
<br />20
<br />23.5
<br />33.3
<br />47.0 33.3
<br />16.1
<br />9.4
<br />4.7
<br />24
<br />34.0
<br />46.0
<br />68.0 48.0
<br />26.2
<br />13.6
<br />8.8
<br />INSTALL METER BOX AND COVER NO. H-10817 OR
<br />APPROVED EQUAL OVER ALL PVC CLEANOUTS AND
<br />ALSO INSTALL METER BOX AND COVERS OVER ALL
<br />CAST IRON CLEANOUTS IN BLACKTOP DRIVEWAYS
<br />AND PARKING AREAS.
<br />FINISH GRADE
<br />VARIES 11 1 1j.- 4" P.V.C.SCHEDULE 40
<br />45° BEND I CONCRETE- MIN. 1/3 C.Y.
<br />P.V.C. SERVICE WYE
<br />P.V.C. �•'.:� .: •: ••:•:�
<br />NOTES:
<br />1. PAID AS SERVICE PIPE
<br />2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER
<br />PLATE NO. HU -SS -3
<br />SANITARY SEWER REVISION
<br />HUGO PATE , APRIL 2015
<br />SERVICE CLEANOUT
<br />6" Distance to Cr Variable
<br />1/2" r
<br />3" r
<br />3
<br />" F0 1/2"r
<br />SLOPE 314-7 r
<br />Mn/DOT B 618
<br />:2
<br />� l
<br />M
<br />8" 18"
<br />NN W
<br />112" r
<br />6^ Distance to CL Variable
<br />O O
<br />" i0•-,
<br />3'r
<br />3 1/2"r
<br />�_'
<br />.4 `. �•..qN rSLOPE 314"IHR. Ir
<br />`.
<br />Mn/DOT B 624
<br />fu
<br />4 8„ 24"
<br />IL
<br />28"r FACE OF CURB
<br />16„
<br />12"r�
<br />68"r
<br />1/2^� TOP OF BITUMINUS
<br />'v
<br />MAT
<br />N
<br />•'
<br />MODIFIED'S' DESIGN
<br />'1. ' 4 •
<br />BASE
<br />6^ Distance to C \(actable
<br />1/7'r
<br />ZDD
<br />3"r
<br />3
<br />0 1 /2" r
<br />�:•
<br />W C
<br />°• ` LOPE
<br />Mn/DOT B 612
<br />m
<br />n
<br />8" 12"
<br />NOTES:
<br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER
<br />Z a
<br />ALL CURB AND GUTTER
<br />W 0
<br />0
<br />PLATE NO.HU-STR-2B
<br />LL
<br />CONCRETE
<br />REVISION APRIL 2015
<br />HUGO
<br />CURB & GUTTER
<br />NOTE: INSULATE AS DIRECTED BY ENGINEER
<br />SEWER
<br />8'X V INSULATION
<br />FOR PIPE
<br />(4" MIN. THICKNESS) 22-112° BENDS
<br />(TYPICAL)
<br />6"
<br />WATERMAIN I I 12
<br />I MECHANICAL JOINT FITTINGS
<br />20' WITH RETAINER GLANDS
<br />PLATE NO. HU -W-5
<br />HUGOWATERMAIN LOWERING RDATEEVI IONApRIL2015
<br />WITH
<br />INSULATION DETAIL
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<br />REVISIONS
<br />1. 02/09/16 Per City comments.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />DRAWN BY:
<br />BRS
<br />DESIGNED BY:
<br />JTR
<br />ISSUE DATE: 01/06/16
<br />I hereby certify that this plan, specification
<br />or report was prepared by me or under my
<br />direct supervision and that I am
<br />a duly
<br />Licensed Professional Engineer under
<br />the
<br />laws of the State of Minnesota
<br />Name: Joseph T. Ra�dacchh, P.E.
<br />Signature:
<br />Date: 01/06/16 License #: 45889
<br />C7
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<br />8
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