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<br />DRAWN BY: DESIGN BY:
<br />M.Q.A. C.W.P.
<br />CHCKD BY:
<br />PROJ. NO.
<br />M.Q.A.
<br />20-1906
<br />ORIGINAL DATE:
<br />MAY 1, 2020
<br />A A�
<br />INSTALLATION
<br />6" DISTANCE TO CL VARIABLE
<br />DESIRED MINIMUM
<br />3' B' OUTER LIMITS OF H 3' 8"
<br />WIRE FENCING
<br />t 12" R �" R
<br />b CONCRETE WALK
<br />WALK
<br />POST 1) SET POSTS AND 21 STAPLE THE
<br />O e [ 2 )
<br />■ ��
<br />EXCAVATE A 6"X6- WIRE MESH
<br />DEFLECTOR PLATE
<br />N
<br />• a - V3
<br />x
<br />4' 0° 4'cr 4" 4' 0' x- 4'0"
<br />TRENCH UPSLOPE FENCING TO
<br />• 1� 3!2' R
<br />N
<br />MIN MIN MIN 4 0" MIN
<br />ALONG THE LINE
<br />OF THE POSTS EACH POST
<br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY
<br />�� - SLOPE 3I4"1FT. Mn/DOT B 618
<br />}
<br />FRONT FACEF� 5' S" 5' B- �H �� 5' 8' m 5' B._I
<br />TRENCH
<br />4'. - . I
<br />BACKOF� w
<br />OF CURB ,�j CURB u L, 5
<br />_ _
<br />III-IIIII 111W1111= IIIII=IIIII =IIIII=IIIII=
<br />OVERFLOW 2 • TOP CF CURB BOX-_•
<br />`''J: f .•
<br />a 5 m a r`.-,: o
<br />=IIII-IIIII -IIIII =111IM111 111IM11111
<br />IIIII= =IIIII= =IIIII
<br />IIIII
<br />Ur FILTER ASSEMBLY
<br />I- 8 - 18
<br />6. e e
<br />faM �' N
<br />�2 0" s" m
<br />2' 0' 4
<br />8' 3" j8"CURB) I o
<br />112" R
<br />DISTANCE TO CL VARIABLE
<br />3' R
<br />20' RADIUS MINIMUM
<br />-IIIII =IIIII
<br />I I
<br />4' 2' (4' CURB) 4' T MIN. 8' 3' {6^ CURB) I 6' 3' (9, CURB 4'ry� S' 3" (6- CURB) I
<br />4 4' 2" {4"CURB} 4' 2' (4' CU MIN 4' 2" {q"CURB)
<br />O
<br />CIS
<br />3) ATTACH THE FILTER 4) BACKFILL THE
<br />FILTER FABRIC TRENCH AND
<br />FILTER TO THE
<br />COMPACT THE
<br />CURB
<br />^ _ 1
<br />[I
<br />VAR" WIDTH CURB
<br />A J A
<br />'LAN
<br />U
<br />\}�QP
<br />WIRE FENCING AND
<br />EXCAVATED SOIL
<br />�
<br />, � - 113 1/2" R
<br />1
<br />NEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP ,
<br />IT '
<br />U)
<br />O O
<br />4 p SO'
<br />/RFC•' �1N74!
<br />THE TRENCH COMPACTED
<br />BACKFILL
<br />a SLOPE 3!4"IFT.
<br />r .N ' . r MnlDOT D 624
<br />S«
<br />CURB OR 5' 4- (6• CURB} X�' 0" DESIREABLE
<br />CURB 8 DOME SECT ION
<br />UU
<br />Q
<br />QS FOgr
<br />-" a -i .�
<br />GUTTER -----------
<br />h'la'N4`S
<br />F
<br />20'RADIUSMINIUUM FR
<br />IIIII-IIIII IIII-IIIII - IIIII=IIIII =1111=IIIII=
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<br />=IIII-IIIII 1111�11111 =IIIII-IIIII 1111W11111
<br />IIIII= =IIIII
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<br />O.P2 FTIFT MAX. 2 it 2A1 CAE
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<br />°'o"o"^g;o 2IN.
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<br />=IIIII =IIII IIIII
<br />SECTION 1 00000 pp
<br />W
<br />IIIII
<br />TVp) eeeeeeeeee E-MIN.
<br />ROUND ALL IF THE PATH OF TRAVEL- W 15 4FT, OR GREATER. USE . {11
<br />LOPED 0.10 T00.09FTLFT. SLOPE FOR THE FLARED SIDE. 1 -�` MIN -
<br />28, P.
<br />BOD OM
<br />k-P
<br />CG-23 HIGH -FLOW
<br />HIGH -FLOW FABRIC
<br />16"
<br />12 R
<br />} 68'R
<br />TOP OF BITUMINOUS MAT
<br />INTERSE IF'X-IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE
<br />MUST NOT EXCEED 0.D8"FT.lFT.. DOME SPACING
<br />2"wnsHEDcoARSE �a`�DRAINAGE
<br />AGGREGATE 2k
<br />WAY
<br />y 12'
<br />�* �,' .' 7
<br />f
<br />L '• '•
<br />i . F':.:.... ......," ; ........: �•, ::
<br />(6" CURE & 0.08 F71FT SLOPE) 6' 0' (6" CURB & OM FTfFT SLOPE)
<br />4'2' 47
<br />W
<br />Q
<br />0
<br />g
<br />O A It
<br />J
<br />o v ''� .' . • .� • ; �.: '.
<br />r" ! ' ,� •
<br />7" MODIFIED'S' DESIGN
<br />(4" CURE & 0.00 FTJFT SLOPE) (4-CURB & DM FTfFT SLOPE)
<br />, ."
<br />"' * 1 :+� , •"
<br />BASE
<br />NOTES: ELEVATION OF RAMP
<br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH
<br />W MIN.
<br />DEPTH
<br />i L
<br />+
<br />I "17112' 10112'
<br />THIS STANDARDDEfAILPLATE.
<br />ELEVATION:
<br />2$"
<br />THE CURB AND CUFB TRANSITION ON THE RAMP MLL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND
<br />POINTS "A" SHOULD BE
<br />GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR
<br />O
<br />NO SCALE
<br />HIGHER THAN POINTS "B"
<br />AS TRUNCATED DOMES BY THE SQUARE FOOT" BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL
<br />WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS ALLEYS OR
<br />E Co
<br />CV
<br />C14
<br />MAINTENANCE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
<br />NOTES:
<br />B" DISTANCE TO CL VARIABLE
<br />112" R T R
<br />WHEN CROSSING
<br />DRIVEWAYS.
<br />1 IQ INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
<br />a
<br />WHEN POSSIBLE RCVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP, ARELATNELY FLAT 4' X 4'
<br />>, E +'
<br />(6
<br />- -O
<br />1- FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER
<br />ER
<br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS
<br />LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP- NO SIGNALS, SIGNS, CABINETS, OR OTHER
<br />(0
<br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH
<br />INSIDE THE S-ORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE
<br />" 3
<br />OBSTRUCTIONS ARE ALLOW50IN THE RAMP OR PATH OF TRAVEL,
<br />(6
<br />�- L s_
<br />0
<br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED.
<br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION,
<br />m r
<br />`�
<br />Q WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN
<br />�' O O
<br />N
<br />z
<br />SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF
<br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE.
<br />��' LOPE 314'fFT.
<br />` S 1f2" R MnlDOT B 512
<br />CROSSING SHALL 3E CUT THROUGH THE MEDIAN AT STREET LEVEL.
<br />C O O
<br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION.
<br />A .., - - °..:� - •
<br />@PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A
<br />C1 C
<br />(6 '
<br />(�
<br />MOTES.
<br />2- SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS
<br />_ r . a-
<br />PRECASTMATERII:.L. THE CURB SHALL BE HAND FORMED TO FILL THE GAP-
<br />(1) ZT C
<br />J
<br />1. CRUSHED CONCRETE IS NOT ALLOWED
<br />INEFFECTIVE FRIORTO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES. STEEP SLOPES,
<br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, AND HIGHLY ERODIBLE SOILS.
<br />MAINTENANCE:
<br />. rr " r ' • - _ '
<br />•
<br />5 ADA REQUIRED TRUNCATED DOME AREA 5144LL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND TINS FULL WIDTH 3 0' OR 4'
<br />O (�
<br />O �
<br />W
<br />O
<br />J
<br />2 GE07EXNLE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE
<br />3. MAINTENANCE IS INCIDENTAL
<br />THE FABRIC SHALL BE REPLACED PROMPTLY.
<br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER
<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 />-
<br />I- 8" 12' �
<br />0- TYP. OF THE CLRB RAMP. THIS T O- BY T V OR d' T WIDTH (TYP. TRUNCATED UOME AREA SHALL CONTRAST VISUALLY WITH THE
<br />) )
<br />ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED ALIGHT COLOR [GRAY TYPICALLY)
<br />WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED
<br />•�
<br />to
<br />C
<br />(6 � �
<br />W
<br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN
<br />NOTES:
<br />TYPICALLY) WHENTHE ADJACENT SIDEWALK ISA LIGHT GRAY CEMENT COLOR.
<br />0)
<br />'�
<br />DEPOSITS REACH APPROXIMATELY 112 THE HEIGHT OF
<br />1. MINIMUM OF 3" --LASS 5 AGGREGATE BASE UNDER ALL
<br />Q CO" MIN. FOR NEW CONSRUCTION_ Tor ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE OURS
<br />3
<br />U)
<br />THE BARRIER.
<br />CURB AND GUTTER
<br />CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH.
<br />O O
<br />W
<br />Special Details
<br />CIT" C)F
<br />ROCK CONSTRUCTION ° ' oa o1.1s
<br />Special Details
<br />CITY C)F "
<br />PLACEMENT AND CONSTRUCTION ! Dao1.1s
<br />Special Details
<br />�. C!T`e C)F
<br />CONCRETE °" oa o1.1s
<br />Special Details
<br />�. CIT" C)F
<br />PEDESTRIAN ° ' on-01.1s
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<br />CITY C)F
<br />WIMCO CURB & GUTTER
<br />Special Details
<br />° ' o�1.1s
<br />ENTRANCE HU-EC-1IWGO
<br />OF SILT FENCE LEC-2
<br />INLET PROTECTION (CG23)
<br />HU-EC-
<br />CURB & GUTTER HU-STR 26
<br />CURB RAMP HU-STR-
<br />nj
<br />R"
<br />EST. T9utl 0442-19
<br />EST.1909 01-20-17
<br />K"T loon
<br />01-20-17
<br />I..s-(_ I�!an 01-20-17
<br />F;y r_ Iyns 01-20-17
<br />J
<br />LLJ
<br />Q
<br />O
<br />STANDARD NEENAH 7' R-1642
<br />PROPERTY LINEi
<br />DRAINAGE & UTILITY RIGHT OF WAY TYPICAL SERVICE WHERE COVER O
<br />EASEMENT
<br />FRAME WITH TYP E B SELF
<br />SEALING LID WITH TWO
<br />INSTALL EXTERNAL MANHOLE
<br />INSTALL METER BOX AND COVER NO. H-10817 OR
<br />APPRGVED EQUAL OVER ALL PVC AND CAST
<br />IRON C AND CAST
<br />MINIMUM OF 10' COVER TOP OF SEWER IS 14' OR LESS
<br />1' OVER TOP OF PIPE AT
<br />CNIMNSY SEAL MANUFACTURED BY CONCEALED PICK HOLES. LID
<br />SHALL BE LABELED "SANITARY
<br />PROPERTY LINE
<br />INFI-SHIFLD GATOR WRAP OR SEWER'
<br />APPROVED EQUAL
<br />FINISH GRADE
<br />4
<br />MIN
<br />4' OR fi" PVC SCH_ 40
<br />RISER
<br />Z
<br />(j)
<br />POLYETHYLENE (FE) MANHOLE ADJUSTING RINGS,
<br />AEJUSTING RINGS MIN 4-- MAX 12"
<br />CONCRETE ENCASEMENT
<br />Q COD
<br />�
<br />exPAvsloN JOINT
<br />USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO =
<br />` (TYPICAL)
<br />W
<br />A
<br />MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING
<br />RINGS WILL NOT BE ALLOWED, i, ,• 27 " DI4
<br />"'45° BEND "�•''t`'
<br />Ir
<br />Z
<br />Z
<br />Z
<br />06
<br />B
<br />_''
<br />ALL MANHOLES WITH : ^
<br />.:
<br />ELEV TO BE SET SEE JOINT DETAIL BELOW I MIN
<br />BY THE ENGINEER I
<br />PIPE SHALL BE COMPLETELY ENTRENCHED
<br />H
<br />J
<br />A B
<br />INSIDE DROP SECTION
<br />SHALL BE T DW (LD.) r
<br />AND SHALL HAVE GRANULAR BEDDING AND
<br />1■U
<br />Q
<br />OUANDRANTTOCCPOURED
<br />''
<br />':
<br />GRAN ULAR ENCASEMENT WHERE DIRECTED
<br />NMII�
<br />INTEGRAL WITH CURB
<br />BY THE ENGINEER
<br />w
<br />W
<br />MA14HCLE SECTION TO BE
<br />ASTM 0-478 CLASS B
<br />'•�
<br />PROPERTY
<br />EXPANSIONJOINT
<br />'
<br />RIGH7DFWAYJ
<br />�V
<br />W
<br />LIA.R
<br />Zy,
<br />48`DIA " w
<br />Lu
<br />USE R-2 TYPE CONFINED'�R a
<br />GRING CASTING JOINT FOR rc
<br />4" P.V.C.
<br />SCHEUULE 40
<br />TYPICAL SERVICE WHERE COVEROVEJ
<br />TOP OF SEWER IS 14' OR MORE MINIMUM OF 1 T COVER
<br />OVER TOPE PIPE AT
<br />l 3'
<br />PROPERTY LINE
<br />ALL MANHOLE JOINTS '. a y
<br />��
<br />RISER
<br />VARIES
<br />4" OR 6' PVC SCH. 40 i
<br />SECTION A -A
<br />CORE DRILL INTO I
<br />EXISTING MANHOLE
<br />'
<br />PREPARED FOR:
<br />rHRu 861 a c a G
<br />8`
<br />45' BEN❑
<br />ELEV TO
<br />THIS DETAIL IS THE SAME
<br />FOR BOTH SIDES OF THE
<br />VALLEY GUTTER
<br />� o B'
<br />I I NFI-SHIELD GATOR VVRAP
<br />"CAE -SEAL". OR STEPS AT OR APPROVED EQUIVALENT
<br />APPROVED EQUAL PRECAST `-�
<br />HEENBESET
<br />4" BY THE ENGINEER
<br />MIN
<br />C•�NCRE.TE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED
<br />VICTOR LAND
<br />HOLDINGS
<br />2%
<br />GASKET CONNECTION SHALL BE 16" O.C. FOR ALL MANHOLE JOINTS
<br />USED FOR CCNNECTINO PIPE TO
<br />CONCRETE
<br />(TYPIC AND SHALL HAVE GRANULAR BEDDING
<br />AND GRANULAR ENCASEMENT
<br />5" ,;1Y°.'- WHERE DIRECTED BY THE ENGINEER
<br />3r4•
<br />MANHOLE
<br />R•
<br />(MINIMUM 113 CY)
<br />MIN
<br />• - " - T'
<br />n'
<br />1' Min, '.� --
<br />'
<br />PRECAST BOTTOM SECTION - 6" MIN.
<br />WITH INVERT
<br />.. .. -
<br />45` BEND
<br />V.C.
<br />P V C SERVICE WYE
<br />4 OR 6 NOTES:
<br />INCLUDING
<br />IN. CLASS sOR 5ALVAGED)RECVCLED MArERVALMEETING
<br />1S5 AT 1Y O,C" EACH WAY VARIAHiH
<br />. � '
<br />1. ALL SERVICE CONNECTIONS NECESSARY
<br />CLASS
<br />SS 5GRADATION (M°DCT 9138)
<br />BENDS ANiD SPECIAL FITTINGS SHALL BE PAID FOR AT
<br />THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF
<br />CONCRETE
<br />ENCASEMENT 4" OR 6'_ NO ADDITIONAL COMPENSATION SHALL BE
<br />?' ALLOWED FOR CONCRETE ENCASEMENT OR PIPE
<br />(TYPICAL)
<br />NOTES:
<br />BEDDING.
<br />SECTION B-S
<br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL
<br />2, ALL SERVICE CONNECTIONS SHALL TERMINATE AT
<br />THRU CONCRETE GUTTER
<br />OSHA REGULATIONS AND SPACED IT O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE.
<br />k
<br />VC E THE PROPERTY LINE OR AS SPECIFIED,
<br />2. STEPS SHALL BE PLACED SO THAT THE OFFSETVERTICAL PORTION OF THE CONE IS FACING DOWN STREAM.
<br />;D .: ^ti ;�.-F_ 3. SERVICE STUB SHALL BE PLUGGED AND MARKED
<br />3, WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPEDAS DESCRIBED IN
<br />WITH A4"x4"TIMBER PROTRUDING 3' OUT OF THE
<br />THRUST BLOCKING FOR
<br />SITE PLANNING
<br />THE SPECIFICATION (INCIDENTAL).
<br />••• e''
<br />CONCRETE GROUND AND PAINTED GREEN OR STEEL FENCE
<br />CLEANING EQUIPMENT
<br />&ENGINEERING
<br />4. THE IN171ALAND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL.
<br />P,V,C
<br />ENCASEMENT POST,
<br />SpBC18I Details
<br />5, BLOCK STRUCTURES WILL NOT BE ALLOWED.
<br />NOTES
<br />1. PAID AS CLEANOUT (EACH)AND INCLUDES INSTALLATION OF ALL MATERIALS FROM (AND INCLUDING) THE
<br />SERVICE WYE UP TO (AND INCLUDING) THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO
<br />ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM.
<br />(TYPICAL; 4. CONSTRUCT 4' PVC SERVICES FOR RESIDENTIAL AND
<br />6" PVC SERVICES FOR COMMERCIAL LOTS.
<br />5. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM
<br />RIGHT WAY,
<br />PLOWE
<br />CITY OF
<br />VALLEY GUTTER p4 01-15
<br />2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER
<br />OF SANITARY SEWER SERVICES SHALL
<br />BE EXTENDED 10' BEYOND RIGHT OF WAY.
<br />DETAIL HU-STIR-6
<br />Rsr.�aos 04-1t-19
<br />CIT" C)F Special Details
<br />STANDARD MANHOLE
<br />CITY C)F Special Details
<br />SANITARY SEWER
<br />CITY C)F Special Details
<br />TYPICAL SERVICE CONNECTION
<br />ENGINEERING INC.
<br />04-01-15
<br />04-01-15
<br />04-01-15
<br />6776 LAKE DRIVE
<br />IWGO {48" DIAMATER) SANITARY SEWER a" HU-SS-1fWG0
<br />SERVICE CLEANOUT R" HU-SS-3
<br />FOR SANITARY SEWER HU-SS-4
<br />SUITE 110
<br />EST. 1908 04-11-19
<br />PST. igou 041-11-19
<br />sT. aeos 04-11-19
<br />LINO LAKES, MN 55014
<br />PHONE: (651) 361-8210
<br />FAX: (651) 361-8701
<br />DETAILS & NOTES
<br />EAGLES LANDING
<br />■
<br />
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