|
31" 31" 31"
<br /> NOTES: 24" NOTES: 24" 24"
<br /> 1. EXTERNAL SEAL SHALL BE 31112" 1. EXTERNAL SEAL SHALL BE 31112"
<br /> ATTACHED TO THE FRAME ATTACHED TO THE FRAME
<br /> AND CONCRETE TOP SLAB AS AND CONCRETE TOP SLAB AS _
<br /> STANDARD NEENAH 7"R-1642 FRAME APPROVED BY THE APPROVED BY THE
<br /> 27"DIA. AND TYPE 8 SELF SEALING ENGINEER.
<br /> � ENGINEER. �
<br /> LID WITH 2 CONCEALED o 0
<br /> INSTALL EXTERNAL PICK HOLES.LID TO BE LL U_ q °
<br /> MANHOLE LABELED"STORM SEWER" - o A wo A
<br /> CHIMNEY SEAL 36
<br /> z " 43" z 36" 43"
<br /> MANUFACTURED POLYETHYLENE(PE) 16" U 0 35" �3"
<br /> 0
<br /> BY INFI-SHEILD ADJUSTING RINGS U U
<br /> GATOR WRAP DR (MIN 4"-MAX 12"). it
<br /> 0
<br /> APPROVED EQUAL USE THICKER o a
<br /> ADJUSTING RINGS
<br /> 4'p„ WHEN FEASIBLE TO
<br /> MINIMIZE NUMBER OF
<br /> RINGS.
<br /> STANDARD OFFSET PLAN PLAI 1 PLAN
<br /> FLOW LINE SHALL BE MIN.
<br /> ECCENTRIC CONE SECTION 0.T BELOW TOP OF CURB
<br /> CENTER STRUCTURE
<br /> REDUCERS (STEPS NOT SHOWN ' TO BACK OF CURB
<br /> USED FORR 60" INTENTIONALLY) POLYEHTYLENE(PE)ADJUSTING
<br /> &72"BARRELS
<br /> __1'4' CURB INLET FRAME AND CURB RINGS(MIN 4"-MAX 12"}. USE
<br /> cn CENTER STRUCTURE CENTER STRUCTURE THICKER ADJUSTING RINGS WHEN
<br /> i• w TO BACK OF CURB TO BACK OF CURB BOX NEENAH NO.R-3067V FEASIBLE TO MINIMIZE NUMBER
<br /> Ar r r OF RINGS.
<br /> 8" 7 CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. INSTALL INFI-SHIELD SHIMMING OF ADJUSTING RINGS
<br /> '. 12" 12" WILL NOT BE ALLOWED.
<br /> VOIDS FILLED WITH 5: BOX NEENAH NO.R-3067V. 0.T BELOW TOP OF CURB BOX NEENAH NO.R-3067V. 0.T BELOW TOP OF CURB GATOR WRAP EXTERNAL
<br /> 4'_p :.,_ CONCRETE BRICK 48"-72" MANHOLE CHIMNEY SEALFF
<br /> MANHOLE COVER TO 13E
<br /> OR BLOCK ONLY. DR APPROVED EQUAL. CRETEX TYPE II WITW 24"x
<br /> INSTALL INFI-SHIELD G INSTALL INFI-SHIELD POLYEHTYLENE PE ADJUSTI ETERNAL SEAL SHALL BE 24"
<br /> POLYETHYLENE PE ADJUSTING { ) X
<br /> a :•"s: 6„ ( } 6"� NG 38"SQUARE OPENING
<br /> T ' 48"-72" GATOR WRAP EXTERNAL GATOR WRAP EXTERNAL ,d.
<br /> 3 ": - RINGS(MIN 4"-MAX 12"). USE RINGS(MIN 4" MAX 12"). USE INSTALLED ACCORDING 4g"-72" w
<br /> MANHOLE CHIMNEY SEAL MANHOLE CHIMNEY SEAL ;s
<br /> THICKER ADJUSTING RINGS WHEN THICKER ADJUSTING RINGS WHEN TO THE MANUFACTURE'S �
<br /> +;x. , k:.,; OR APPROVED EQUAL. OR APPROVED?EQUAL.
<br /> FEASIBLE TD MINIMIZE NUMBER RECOMMENDATIONS. j
<br /> USE R-2 TYPE DIRECTION ,.. -r, }'.`�, : F FEASIBLE TO MINIMIZE NUMBER
<br /> VAR. EXTERNAL SEAL SHALL BE EXTERNAL SEAL SHALL BE
<br /> CONFINED O-RING . OF FLOW } :. ' ;r; i. ,-' :' t " 24" )& DF RINGS. 24" "y OF RINGS.
<br /> ' i `�•:. ' INSTALLED ACCORDING TO } INSTALLED ACCORDING TO m
<br /> GASKFTJOINTS: ": "�: ' ' '- ' ;'.• DIRECTION ; ' n SHIMMING ADJUSTING RINGS WILL SHIMMING OF ADJUSTING RINGS
<br /> ^c. '3: ;. MANUFACTURE'S *• w MANUFACTURE'S '' "' WILL NOT BE ALLOWED.
<br /> FOR ALL OF FLOW �- cc NOT BE ALLOWED. 1 r D
<br /> RECOMMENDATIONS. ¢ RECOMMENDATIONS. VOIDS FILLED WITH CONCRETE
<br /> MANHOLE JOINTS'-; GROUT 1'4 5" 5" '
<br /> �`
<br /> 'r 36" �-: ," ':d% GROUT
<br /> PRECAST BOTTOM ! SUMP GROUT -Z 3' PRECAST BOTTOM SECTION WITH r3.
<br /> �_ GROUT - BRICK OR BLOCK ONLY 36"SUMP
<br /> SECTION WITH POURED INVERT ;•
<br /> ' 6"PRECAST BASE
<br /> POURED INVERT j ^p.i�r'r"v"v' " '7 6"PRECAST BASE i4;r:'t:: ^.f.r?f r. .-wc r ;J 24"SUMP VOIDS FILLED WITH CONCRETE PRECAST BOTTOM SECTION WITH
<br /> NO SCALE PRECWITH POURED AST BOTTOM SECTIVERTON
<br /> �. ,8. BRICK OR BLOCK ONLY
<br /> POURED INVERT : . . •. . : . . . • :;;�
<br /> �,. �.�.��•. #5 AT 12"O.C.EACH WAY 6"PRECAST BASE
<br /> #5 AT 12"D.C. :�.:` ..�.•.
<br /> EACH WAY 6"PRECAST BASE
<br /> SECTION A-A
<br /> #5 AT 12"O.C.EACH WAY SECTION A-A SECTION A-A #5 AT 12"O.C.EACH WAY VOIDS FILLED WITH CONCRETE
<br /> NOTES: NOTES: BRICK OR BLOCK ONLY
<br /> 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA NOTES: NOTES:
<br /> REGULATIONS AND SPACED 1 fi"O.C.LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS
<br /> 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 2.GROUT BOTTOM TO DRAIN TO CENTER 2.GROUT BOTTOM TO DRAIN TO CENTER 2.GROUT BOTTOM TO DRAIN TO CENTER
<br /> 3.CORE DRILL INTO EXISTING MANHOLE 3.CORE DRILL INTO EXISTING MANHOLE
<br /> 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL 3.CORE DRILL INTO EXISTING MANHOLE
<br /> 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED
<br /> 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 4 APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED
<br /> 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. 5.DRAIN TILE TO 8E INSTALLED -8 ALL LOW POINT CATCH BASINS TO IN EACH DIRECTION WITH 5.DRAIN TILE TO BE INSTALLED -8 ALL LOW POINT CATCH BASINS TO IN EACH DIRECTION WITH 5.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH
<br /> 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF CLEAN OUT). SEE DETAIL CONSTRUCTION.
<br /> FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 CLEAN OUT). SEE DETAIL CTIONB FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 CLEAN OUT). SEE DETAIL HU-SD-B FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3
<br /> FOR CLEAN OUT CGH USEC COATING
<br /> FOR CLEAN OUT CONSTRUCTION. FOR CLEAN OUT CONSTRUCTION.
<br /> THE STREET SECTION. 6.INVERT AND DOGHOUSE COATING SHALL 8E STRONG-SERE(]QSR,OR APPROVED EQUAL.
<br /> 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER NO SCALE 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL O QSR,OR APPROVED EQUAL. NO SCALE 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 TBLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER
<br /> Special Details Special Details Special Details Special Details
<br /> � CITY OF � CITY OF � CITY OF r, CITY OF
<br /> STANDARD MANHOLE WITH ate STANDARD CATCH BASIN °de STANDARD CATCH BASIN °dSe1 CATCH BASIN MANHOLE ate
<br /> 04-01-15 D4-01-15 04-01-15 04-01-15
<br /> IWGO SUMP
<br /> FOR STORM DRAIN HU-SD-2 IWGO WITH 2' SUMP HU-SD-3 WITHOUT SUMP (2'X3') HU-SD-4 WITH 3' SUMP HU-SD-5
<br /> Rensetl' Re'nsetl' Revised Revlsetl'
<br /> EST.1906 03-12-20 EST.i9UE 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20
<br /> 4"PERFORATED P.E.PIPE(SEE
<br /> Q RETAIL BELOW) PROVIDE 4"x 4"TEE AT EACH BUILDING
<br /> 24 NOTES' a ¢ M BACK OF CURB LOCATION FOR SUMP PUMP
<br /> 1. THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS. a O �_j CONNECTION&4"PVC TO PROPERTY
<br /> 2. FOR CULVERT CROSSINGS.ALL JOINTS TO BE TIED. m C0 0 a � 4 x 4"TEE(TO BE PAID FOR AS \\\ LINE(4"PVC PIPE TO BE PAID BY THE
<br /> 3. LAST TWO JOINTS SHALL BE TIED. Haw t- 7)_ LU uS as 4"PERFORATED P.E.PIPE LINEAL FOOT)
<br /> 4. TYING SHALL BE INCLUDED IN THE UNIT BID PRICE FOR Q 1' cv�- w a o w¢
<br /> APRON SECTION. 1' v w M¢ z O
<br /> I
<br /> 5. MARKING POST SHALL BE SUPPLIED AND INSTALLED 8Y m GAS DIRECTED 8Y THE ENGINEER ¢ a In❑L U U) I PLUG OR CONNECT TO
<br /> A A THE CONTRACTOR. 0° ¢ Q LL p w d w r z EXISTING SUMP PUMP
<br /> 4O
<br /> 36" 43" U O < C d W Q Q w 0 N OUTLET(INCIDENTAL TO
<br /> g r a U W m a W o y- ¢ PVC PIPE)
<br /> w ¢ w m w Q� IYC7wdn ma
<br /> E ,n U
<br /> li. a w Zw7o6U w �~
<br /> U 2-
<br /> E� 4 a 2: 0 1 77
<br /> 0- z
<br /> J ¢ w = L)7 N Uj W- z
<br /> IL f F U U z w m Z Q VARIES BURY 6"LONG x U R PURPOSED
<br /> x ❑w O z ,a z FOR LOCATING PURPOSEC
<br /> 12"3D0 PSI w iu�T o-¢0 g I (INCIDENTAL)
<br /> CONCRETE 0 ¢d w z y a 0
<br /> (TYP) 2' 2' O O W�rwzZd
<br /> PROPERTY LINE
<br /> (} LU O Cn
<br /> C9 U cJmaw
<br /> FLOW LINE SHALL BE MIN. a z�❑a� z /
<br /> PLAN p.P BELOW TOP OF CURB m w p
<br /> CENTER STRUCTURE w ¢
<br /> TO BACK OF CURB 0 W E a w w
<br /> POLYETTYLENE(PE)ADJUSTING LU D 2 x D
<br /> DIA.OR Mw�0 053U
<br /> RINGS(MIN 4"-MAX 12"). USE SPAN F
<br /> wliF- W C?❑�LC❑ J
<br /> CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN 2'p, 0 CB MANHOLE DR CB
<br /> {TYP) (3)1-1I4"HOLES J z
<br /> BOX NEENAH NO.R-3067V FEASIBLE TO MINIMIZE NUMBER USE(3)1"BOLTS AND TIE TO
<br /> OF RINGS. SHEET PILING w
<br /> INSTALL INFI-SHIELD PLAN
<br /> SHIMMING OF ADJUSTING RINGS
<br /> GATOR WRAP EXTERNAL F¢ ❑ J ❑
<br /> WILL NOT BE ALLOWED. ❑ =m =� PROVIDE FOR 6"OPENING IN BACK OF
<br /> 0 w v a w > m o EACH CATCH BASIN STRUCTURE AT THE
<br /> MANHOLE CHIMNEY SEAL w❑ C-w cc m w�,
<br /> OR APPROVED EQUAL. MANHOLE COVER TO BE ¢ �= a 4 LL CENTER OF STRUCTURE DOWN 2.38'FROM
<br /> m ' v J m ' v U TOP CASTING TO INVERT. INCIDENTAL TO
<br /> EXTERNAL SEAL SHALL BE C
<br /> INSTALLED ACCORDING TO 24" 38"SQUARE
<br /> TYPE II WITH 24"x U m „ = cn II
<br /> )� � 38"SQUARE OPENING a o x � a o x STRUCTURE)
<br /> THE MANUFACTURE'S 3000 PSI U o a¢ U o a¢ ❑
<br /> i 48"-72" r w CONCRETE wT w a P.E.PIPE DRAIN CONNECTION TO MANHOLE OR CB
<br /> REOOMMENDATIONS. LL ❑a- z ❑a ❑
<br /> GROUT #4 EACH FACE ry ❑ a N U NO SCALE
<br /> M
<br /> - z r�s ❑
<br /> PRECAST BOTTOM SECTION WITH zi?4% ?e �n aa•__.___ i;_.. i w w a w
<br /> POURED INVERT :� *r (3)1-1I4"HOLES 2,D„ m F o J ¢ wo z J =
<br /> >3 USE(3J 1"BOLTS AND w w j° ¢ ¢z
<br /> {TYP) F m r m ❑ ? U TURF ESTABLISHMENT AGGREGATE BASE
<br /> TIE TO SHEET PILING = 0 LU a = (AS SPECIFIED)
<br /> •-.t'::c, Z J G7 Iq W to
<br /> 6"PRECAST BASE `t' ❑
<br /> U a¢ r,a
<br /> #5 AT 12"O.C.EACH WAY ::i ' ?: U a 4
<br /> +�i:'•r- ;4•s '.: '?:¢.-�y e',;•% CJ U w O w r
<br /> ;. . '.•: : :r4'::.y; .:.,a:•, : #4 EACH �
<br /> tit:'•;^ #4 AT 16"C.C. 4°SHEET PILING(GALVANIZED: s''r4 i5 U U w U o''a. :e - o'.••►
<br /> VOIDS FILLED WITH CONCRETE w • ;; x::, FACE l d x r *'a.'•.i •"a ,
<br /> MINIMUM .... ..;. a o )
<br /> STAGGERED INTERLOCK 10 GAUGE '' GEOTEXTILE FABRIC
<br /> BRICK OR BLOCK ONLY `'.`'
<br /> ,r. m � xm m zm
<br /> :.: a a a ❑ (Mn/DOT 3733,TYPE V
<br /> �:e•r'r. .,K., -.,^;^ `,?r'r:, .a:.t.::} ~ a w 7 w O w 5 w
<br /> I a- tn
<br /> Q-
<br /> ::i• U
<br /> SECTION A-A '•:�;;' .s. � •�-
<br /> '.Y In 11 � � II .. _5•.
<br /> a s a C)o a s ❑ i GRANULAR BORROW
<br /> OUTSIDE WIDTH OF END w a n. w a > j . 1'0" AS SPECIFIED NOTES: (TYP) ❑n_ ¢ ❑a ❑ . ( )
<br /> 1.REINFORCING TO CONSIST OF#4 BARS @ B"O.C.BOTH WAYS SECTION PLUS 4'0" L > 6"PERFORATED,HEAVY WALL,P.E.PIPE
<br /> 2.GROUT BOTTOM TO DRAIN TO CENTER BACKFILL WITH X"WASHED PEA GRAVEL GEOTEXTILE FABRIC
<br /> 3.CORE DRILL INTO EXISTING MANHOLE ELEVATION z o z p OR SELECT GRANULAR MATERIAL&RAP (Mn/DOT 3733,TYPE V}
<br /> 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED ¢ z �' ¢z w WITH GEDTEXTILE MNDOT 3733,TYPE I �{ 1'0"
<br /> ❑ w z a z r u r n c n { )
<br /> 5.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH Cn m a T ' ° a (ALL TO BE INCLUDED IN UNIT PRICE BID
<br /> CLEAN OUT). SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HIU-SS-3 PER PER LINEAL FOOT OF 6"PERFORATED
<br /> FOR CLEAN OUT CONSTRUCTION. P.E.PIPE) 6"P.E.PIPE DRAIN DETAIL
<br /> 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. NO SCALE NO SCALE
<br /> 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER
<br /> Special Details Special Details Special Details Special Details
<br /> �r CITY OF �r �o CITY OF �Se CITY OF �� CITY OF
<br /> °�t PILING FOR STORM SEWER RIPRAP °�1e UNDERDRAIN DETAIL °�te
<br /> CATCH BASIN MANHOLE D4-D1-15 T APRONS 24" DIA. & LARGER p1 1� DETAIL D3 01 1D STORM SEWER D�Di 15
<br /> WITHOUT SUMP (2'X3') HU-SD-6 j jLJ ( } R�.,,,�,- HU-SD-7 �Y1Sed HU-SD-8 �y"� HU-SD-9
<br /> Revised:
<br /> EST.190e 03-12-20 -•� -� EST.E906 03-12-24 EST.i9ns D3-12-26 EST.�90s 03-12-20
<br /> UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLL(AN WAS 13635 Johnson Street DWG: 2112 DTL4
<br /> HU
<br /> CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M E T AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22
<br /> COMCAST (952) 607 4078 DULY ER OfESSIONALRFC ENGINEERING , IN ■ HUGO, MN
<br /> GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 JOB NUMBER: 2112
<br /> ENGINEE� LAWS OF THE P
<br /> XCEL ENERGY (612) 526-4508 FaX 763-862-8042
<br /> ONE U`� 06/29/22 OUTLOT CONFIGURATION MINNESOTA.
<br /> HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILS SH EET:C 5 OF 67
<br /> 800-252-1166 051-454-0002 DATE REG. N0. FILE: 37-1 - 105
<br /> DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC
<br />
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