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31" NOTES: 24' 3701 WAYZATA BOULEVARD 1. EXTERNAL SEAL SHALL BE 3/1/2" SUITE 100 ATTACHED TO THE FRAME STANDARD NEENAH 7"R-1642 FRAME AND CONCRETE TOP SLAB AS MINNEAPOLIS, MN 55416-3791 WITH TYPE B SELF SEALING STANDARD NEENAH 7"R-1642 FRAME APPROVED BY THE PH: 763-475-0010 27"DIA. LID WITH 2 CONCEALED 27"DIA. AND TYPE B SELF SEALING ENGINEER. PICK HOLES. LID SHALL BE LID WITH 2 CONCEALED p WWW.SrfCOnSUItIng.COm INSTALL EXTERNAL LABELED"STORM SEWER" INSTALL EXTERNAL PICK HOLES.LID TO BE A LLL L A PREPARED FOR MANHOLE CHIMNEY MANHOLE LABELED"STORM SEWER" p SEAL MANUFACTURED POLYETHYLENE(PE) CHIMNEY SEAL z BY INFI-SHEILD ADJUSTING RINGS(MIN 4"- 16" MANUFACTURED POLYETHYLENE(PE) 16" p 36" 43" � -- GATOR WRAP OR MAX 12"). USE THICKER BY INFI-SHEILD ADJUSTING RINGS w �� properties Lf APPROVED EQUAL ADJUSTING RINGS WHEN GATOR WRAP OR (MIN 4"-MAX 12"). � 18" FEASIBLE TO MINIMIZE APPROVED EQUAL USE THICKER 0 NUMBER OF RINGS. ADJUSTING RINGS DENNIS PROPERTIES 4'0" SHIMMING ADJUSTING RINGS 4"0 WHEN FEASIBLE TO WILL NOT BE ALLOWED. MINIMIZE NUMBER OF �' RINGS. 2214 FIFTH STREET, UNIT 3, STANDARD OFFSET PLAN STANDARD OFFSET WHITE BEAR LAKE, MN 55110 ECCENTRIC CONE SECTION ECCENTRIC REDUCERS TO BE (STEPS NOT SHOWN REDUCERS TO BE CONE SECTION USED FOR 60" INTENTIONALLY) USED FOR 60" (STEPS NOT SHOWN 651-247-7007 &72"BARRELS &72"BARRELS INTENTIONALLY) CENTER STRUCTURE w c• LU TO BACK OF CURB PROJECT GROUTING BETWEEN j PIPE AND MANHOLE 8' 8" CURB INLET FRAME AND CURB 12„ FLOW LINE SHALL BE MIN. VOIDS FILLED WITH BOX NEENAH NO. R-3067V. 0.T BELOW TOP OF CURB BARREL SHALL BE WITH {;: 4'-0" NOW SHRINKING CONCRETE BRICK 48"-72" CEMENT. OR BLOCK ONLY. Z :.. IN - H ADJUSTING .: .•• INSTAL FI S ELD L HI GATOR WRAP EXTERNAL • 48"-72" RINGS(MIN L4 N MAX)12").UUSEN 6" 48 -72 48"-72" `" - = • MANHOLE CHIMNEY SEAL LJ..I THICKER ADJUSTING RINGS WHEN VOIDS FILLED WITH I Y: ;�>.': i�i�- 24"' t '•' OR APPROVED EQUAL. Ez � I.J_I USE 2 TYPE;; DIRECTION '' '^`''' a ' - FEASIBLE TO MINIMIZE NUMBER USE R-2 TYPE CONCRETE BRICK "^' * '':' ;r.` ' � CONFINED 0 RING:'.. VAR. EXTERNAL SEAL SHALL BE i '_i: :: ,: i ^^ OF RINGS. OF FLOW .,, CONFINED O RING + OR BLOCK ONLY. •a:? • : INSTALLED ACCORDING TO GROUT GASKET JOINTS;; "'' :r�-�". :+' •'' ': ';'' DIRECTION :" 3:3 U) SHIMMING OF ADJUSTING RINGS GASKET JOINTS GROUT - '� :;_..'.•:` MANUFACTURE'S �'. " j'j`° w _: �' WILL NOT BE ALLOWED. (� FOR ALL w_ r; FOR ALL;:;: OF FLOW RECOMMENDATIONS. . Q MANHOLE JOINTS 4. :� ;x n: `; : •.x 'a MANHOLE JOINTS • GROUT ?~ 5" " ``''` VOIDS FILLED WITH CONCRETE �� 36" 'i• A�w > DIRECTION ± '•:�« ••` GROUT PRECAST BOTTOM SECTION WITH : : VAR. •' '' '' SUMP -� BRICK OR BLOCK ONLY OF FLOW -� =': - * ' ' " "' -� PRECAST BOTTOM ',xrt�% •�% ., _+' DIRECTIO '• POURED INVERT 1/2 DIA.OF PIP E ` SECTION WITH a.• PRECAST is 6"PRECAST BASE s:• ' OF FLOW POURED INVERT BOTTOM .6:�;::•s:•� =;� :�::;; -::,� 6"PRECAST BASE SECTION WITH """""'"''' 6" RECAST BASE rI POURED INVERT NO SCALE • •NO SCALE . #5 AT 12"O.C. � #5 AT 12"O.C. EACH WAY � #5 AT 12"O.C. EACH EACH WAY WAY SECTION A-A 110 NOTES: NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA NOTES: a 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 REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 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. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3 THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL 3.CORE DRILL INTO EXISTING MANHOLE . 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. // n� 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH V 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. 7 MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF CLEAN OUT). SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 . 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. THE STREET SECTION. FOR CLEAN OUT CONSTRUCTION. 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 0 QSR,OR APPROVED EQUAL. NO SCALE THE STREET SECTION. 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER 0 O ecial Details p � or_ CITY OF Special ro CITY OF Special Details r� CITY OF Special Details p STANDARD MANHOLE FOR Date STANDARD MANHOLE WITH Date STANDARD CATCH BASIN Date 04-01-15 04-01-15 04-01-15 LJJ 0 STORM DRAIN �+ SUMP FOR STORM DRAIN �+ WITHOUT SUMP (2'X3') HU-SD-4 z 00 Revised: HU-SD-1 Revised: HU-JD-2 Revised: = M EST.1906 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 liiiiiimm O 0 z U Ln z < c NOTE: USE CANOPY TIE USE 2 TIE BOLT FASTENERS 111J (SEE Mn/DOT STANDARD PER JOINT INSTALLED AT 60° O Q.� Q PLATE N0. 3145E OR FROM TOP OF PIPE. TIE LAST O (D o Of J w APPROVED EQUAL) THREE JOINTS. a m m 0 ° � 0 FASTENER en z = crf Dw w vim --= � a � a- 1 1 O wO Uj LL Q p Y ° VERTICAL CERTIFICATION m SAS DIRECTED BY THE ENGINEER~ Q ¢ M 0 z ofU) U u) I hereby certify that this plan, specification, or Z v z z < Q ° w Q Z ~ O p a , a WALLa ° AXIS report was prepared by me or under my direct U ° < ° a w a Q w ° N WALL , supervision and that I am a duly Licensed m w c c w O w 0 a J R-4 JOINT T Professional Engineer under the laws of the LL U a U) z w w U) w Q m State of Minnesota. w -1 2 -.--E-- Q w = � DN � w � U) Z TIE BOLT & FASTENER ASSEMBLY H a- � HUpZwED z0 w w w O Z _ Q F- O Cf QO ~ � z = LL pw0 w w of � z 2 2 0 (Do z o m m W W a �'60 SignatureMICHAEL C. AARON z wz w � 0 � 0 Uj � wQz Print Name: a < z U Q � U' O� DIA.OR � of 0W � 0wC) SPANL_j � I- �- W00ofOf0 _ Date: XXXXX Lic. No.: 25721 O N M 4 L6 1 1 _ co _J ► ■ ISSUE RECORD LU Q ¢ T TYING I TRASH EET - wE'RE SO LOCAL ■ =�� ■ �� NO. DATE DESCRIPTION NOTE:E. N G AND R A S GUARD WE REEMBARRASSE 0 10-22-2021 CITY SUBMITTAL > = o Q W > = o Q w SHALL BE INCLUDED IN UNIT PRICE I roTELLYOU �I 1 03-18-2022 CITY RESUBMITTAL "LO ( _ � � 0 BID FOR END SECTION 1 YOU to IdWERELOCmLi HAND PLACED RIP-RAP Q � _ � Q o = we'rehragging) a Qxcx a Q ONE FOOT DEEP ■ e, o z o EL NOTE: IF NO APRON IS USED, LAST 3 a 11111 SECTIONS OF PIPE SHALL BE TIED aOf Of<w w a � w INDIVIDUAL STONES EXCEPT AS PER ABOVE REQUIREMENTS. z z J THOSE USED FOR CHINKING w J > � � �LL ; w a >- ¢ U- SHALL WEIGH NOT LESS 3 _` - -- Z 0) 0 cn TRASH GUARD - 5/8 (16 mm) DIA. - 1 w ¢ o = THAN 50 LBS.(23 kg) EACH. o c w < o 0 0 w < GALVANIZED STEEL RODS WELDED t w 0 0 d U 0 TOGETHER 6" (150 mm) ON CENTER, - ° Q � � X m 0. = o m EACH WAY. - f d < a � �� p oz� R E TINFO P OJ C <" 0 Cn LL TIE BOLT REQUIREMENT ,%"� DRAWN: N. SCHAUFENBUEL Of CQ J " a a-J s r DESIGNED: N. SCHAUFENBUEL " 0 w < a w or�< PIPE SIZE DIAMETER OF BOLT 0 a Q 0 l CHECKED: P. SCHROEDER a L2 � 12-21 " (300-550 mm) 1 /2" (13mm) w„ PROJECT NO: 14356.00 , - Fi .. 0 a D a zw a 24-36" (600-900 mm) 5/8" (16mm) SHEET TITLE O a (n O a ISR 42-54 (1050-1375 mm) 3/4 (19mm) ry 60" (1525 mm) & LARGER 1 " (25mm) CIVIL DETAILS � Special Details r� CITY OF R I P RAP Date 03-01-10 DETAIL HU-SD-8 Revised: EST.1906 03-12-20 STANDARD FLARED END SECTION CONCRETE APRON EXAMPLE DOWNSPOUT TRENCH DRAIN TO CURB PHOTO SHEET 0 NOT TO SCALE0 NOT TO SCALE C582