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31" 31"
<br /> NOTES: 24"I 24"
<br /> 1. EXTERNAL SEAL SHALL BE 3/1/2"
<br /> ATTACHED TO THE FRAME
<br /> STANDARD NEENAH 7"R-1642 FRAME AND CONCRETE TOP SLAB ASAPPROVED BY THE
<br /> WITH TYPE B SELF SEALING ENGINEER.
<br /> 27"DIA. LID WITH 2 CONCEALED �
<br /> PICK HOLES.LID SHALL BE O
<br /> 0
<br /> LL A J A N D E R S 0 N
<br /> INSTALL EXTERNAL LABELED"STORM SEWER" A LL
<br /> MANHOLE CHIMNEY o A
<br /> POLYETHYLENE(PE) z 36" 43"
<br /> 36 43"
<br /> SEAL MANUFACTURED
<br /> LD
<br /> BY INFI-SHEILD ADJUSTING RINGS(MIN 4"- 16"
<br /> GATOR WRAP OR MAX 12"). USE THICKER w _
<br /> APPROVED EQUAL ADJUSTING RINGS WHEN �_ 18"
<br /> FEASIBLE TO MINIMIZE 13605 1st Avenue N . # 1 0 0
<br /> NUMBER OF RINGS. Plymouth, MN 55441 1 ae-mn.com
<br /> 4'-0" SHIMMING ADJUSTING RINGS
<br /> WILL NOT BE ALLOWED. P 763.412.4000 1 IF 763.412.4090
<br /> STANDARD OFFSET PLAN Anderson Engineering of Minnesota, LLC
<br /> PLAN FLOW LINE SHALL BE MIN.
<br /> CONE SECTION
<br /> ECCENTRIC (STEPS NOT SHOWN CENTER STRUCTURE 0.7'BELOW TOP OF CURB
<br /> REDUCERS INTENTIONALLY) TO BACK OF CURB POLYEHTYLENE(PE)ADJUSTING
<br /> USED FORR 60"
<br /> &72"BARRELS RINGS(MIN 4"-MAX 12"). USE
<br /> 1'4" CENTER STRUCTURE CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN
<br /> • w TO BACK OF CURB BOX NEENAH NO.R-3067V FEASIBLE TO MINIMIZE NUMBER
<br /> OF RINGS.
<br /> a GROUTING BETWEEN "} j " > CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. INSTALL INFI-SHIELD SHIMMING OF ADJUSTING RINGS
<br /> PIPE AND MANHOLE 8-I 12" WILL NOT BE ALLOWED.
<br /> :s BOX NEENAH NO.R-3067V. 0.7'BELOW TOP OF CURB GATOR WRAP EXTERNAL
<br /> y 4 MANHOLE CHIMNEY SEAL MANHOLE COVER TO BE
<br /> BARREL SHALL BE WITH
<br /> 4'-0"l NOW SHRINKING :3 3 + ' + + +,
<br /> f CEMENT. INSTALL INFI-SHIELD ER APPROVED EQUAL. ,•, I 24„ I CRETEX TYPE II WITH 24"x ONEKA PRAIRIE
<br /> :y ^z M� GATOR WRAP EXTERNAL 6" R G N N(PE)
<br /> )1 RDNU�S EN E ram- �I ; 38"SQUARE OPENING
<br /> XTERNAL SEAL SHALL BE
<br /> 48"-72" ( )• t3;
<br /> a 48"-72" S MANHOLE CHIMNEY SEAL INSTALLED ACCORDING 48" 72" ' w
<br /> ' '• VOIDS FILLED WITH = TO THE MANUFACTURE'S
<br /> .,;s +� FEASIBLE TO MINIMIZE NUMBER >
<br /> USE R-2 TYPE :� ,� CONCRETE BRICK � "s OR APPROVED EQUAL. � � + + � THICKER GS
<br /> RECOMMENDATIONS.
<br /> CONFINED O-RING OR BLOCK ONLY. �, EXTERNAL SEAL SHALL BE a* 24 � ;
<br /> INSTALLED ACCORDING TO OF RINGS.
<br /> GASKET JOINTS GROUT GROUT MANUFACTURE'S w SHIMMING ADJUSTING RINGS WILL
<br /> .. ;;i . * * NOT BE ALLOWED.
<br /> FOR ALL ;y ,y W :..,• RECOMMENDATIONS. a
<br /> MANHOLE JOINTS :, I :y, ¢ :'t�.y'M �. 5 , . >R. r,
<br /> s, > DIRECTION •7,: §; ' 'l= +'"' - ' '
<br /> i _,;, ;r; .r' •' , , GROUT
<br /> OF FLOW S.. >.,.: �� ,.•�'•' '' ., i GROUT , , 36"SUMP
<br /> r..:Y:, ' •: ;.. DIRECTION
<br /> PRECAST "•: ;:y, :'y 1/2 DIA.OF PIPET ,r - "r'::�',;;{':.. � ..�::• `:''` OF FLOW ' ' ; ', r'
<br /> "�'` '�''' "" VOIDS FILLED WITH CONCRETE
<br /> BOTTOM ,. .;...:,....,.,.� 6" RECAST BASE : :�r....y.,.,;,•. •. +
<br /> SECTION WITH "'"'"'''""'^''' PRECAST BOTTOM SECTION , ': 24"SUMP' BRICK OR BLOCK ONLY PRECAST BOTTOPOURED INVERT
<br /> POURED INVERT NO SCALE WITH POURED INVERT 6"PRECAST BASE
<br /> #5 AT 12"O.C.EACH 6"PRECAST BASE
<br /> SECTION A-A
<br /> WAY
<br /> #5 AT 12"O.C.EACH WAY SECTION A-A #5 AT 12"O.C.EACH WAY VOIDS FILLED WITH CONCRETE
<br /> BRICK OR BLOCK ONLY
<br /> NOTES: NOTES: NOTES:
<br /> 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-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
<br /> REGULATON2. STEPS SHIALLS E PLACED SO THATHE OFFSET VERAND SPACED 16"D.C.LOCATE ON TICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3.CORE DRILL INTO EXISNSTREAM SIDE OF MANHOLE. 2.GROUT BOTTOM TO TING MANHOLEIN TO 2.GROUT BOTTOM TO DRAIN TO CENTER S 0 U TH W I N D HOLDINGS, LLC
<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 3.CORE DRILL INTO EXISTING MANHOLE
<br /> 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 5.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH 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. CLEAN OUT). SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 5.DRAIN TILE To BE INSTALLED -8 ALL LOW POINT CATCH BASINS TO IN EACH DIRECTION WITH
<br /> 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. FOR CLEAN OUT CONSTRUCTION. CLEAN OUT). SEE DETAIL CTION8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU SS 3
<br /> 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 @ QSR,OR APPROVED EQUAL. FOR CLEAN D CONSTRUCTION.
<br /> THE STREET SECTION. 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER NO SCALE 6.T 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 Special Details !� Special Details
<br /> CITY OF= STANDARD MANHOLE FOR Date: /► CITY of STANDARD CATCH BASIN Date: �+ CITY of CATCH BASIN MANHOLE Date: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
<br /> 04-01-15 04-01-15 04-01-15 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
<br /> C STORM DRAIN HU-SD-1 WITH 2' SUMP HU-SD-3 WITH 3' SUMP HU-SD-5 SUPERVISION AND THAT I AM A DULY LICENSED
<br /> J Revised: Revised: Revised:
<br /> EST.1906 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
<br /> OF MINNESOTA.
<br /> 0
<br /> �i PRINT NAME: ADAM THIELE, PE
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<br /> 0
<br /> EL
<br /> w a W a SIGNATURE:
<br /> w a a m NOTES. DATE: 08/09/2022 LICENSE N0. 51317
<br /> = cci j 1. THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS.
<br /> co 00 2. FOR CULVERT CROSSINGS,ALL JOINTS TO BE TIED.
<br /> < D w W c a 3. LAST TWO JOINTS SHALL BE TIED. REVISION LOG
<br /> of 1' co H w a o w ¢ 4. TYING SHALL BE INCLUDED IN THE UNIT BID PRICE FOR
<br /> W 1 O 0 LL Q 6 Y O- APRON SECTION.
<br /> m AS DIRECTED BY THE ENGINEER Q H Q M ❑ � U U 5. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY NO. DATE DESCRIPTION OF REVISIONS
<br /> 00 ¢ ¢ Z O W J W F W z THE CONTRACTOR.
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<br /> 1 8/19/22 REVISED PER CITY COMMENTS
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<br /> O IL m w w O � � O ❑ a g 2 10/31/22 REVISED PER UPDATED DELINEATION
<br /> W J
<br /> w LL U 2 E�: w m = >O j N � a Z 3 11/18/22 REVISED PER CITY COMMENTS
<br /> _ H a _j HUUZwmEtZ0
<br /> > w W o w O Z - ¢ H 12"300 PSI 4 11/21/22 STORM SEWER REVISIONS
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<br /> r�lQ w PLAN SHEET PILING \��\\�\\\/\\ POND OUTLET ELEV. 08/09/2022
<br /> CC Z /\,
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<br /> z ❑ m ii O m ° ": TYPICAL BENCH DETAIL
<br /> _ ti t �: :� :;,: x;: :: :� .: :L: #4 EACH DETAILS
<br /> U , #4 AT 16"O.C. :;SHEET PILING GALVANIZED; •:•r.
<br /> / o w ¢ X '�r ;: ':` q'•%; ( ;; FACE
<br /> O _j a O ,•`,•:v � STAGGERED ::•
<br /> m m q = m = INTERLOCK)10 GAUGE
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<br /> U❑ w a¢ U ❑ w OUTSIDE WIDTH OF END I�
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<br /> 0 0 CITY oF= Special Details CITY of Special Details CITY of Special Details
<br /> I / RIPRAIP Date: PILING FOR STORM SEWER Date: TYPICAL POND BENCH Date: C13
<br /> 03-01-10 04-01-15 04-01-15
<br /> N E o j V DETAIL HU Revised:-SD-8 APRONS (24" DIA. & LARGER} HU-SD-7 DETAIL Revised: HU-SD-11
<br /> N a Revised:sT. 03-12-20 03-12-20 ` 1 �; 03-12-20
<br /> a=i -��
<br /> PLOTTED: COMM. NO.
<br /> N �
<br /> > ---- 17004
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