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GOPHER STATE ONE CALL d ° PRESSURE TAP CONNECT TO EX. d ' <br />16" WATERMAIN. FIELD VERIFY •�i� / <br />WWW.GOPHERSTATEONECALL.ORG �1 Z SIZE, ELEV. AND LOCATION PRIOR ° \ <br />(800) 252-1166 TOLL FREE OQ` ° ,�Dc TO START OF CONSTRUCTION. �9 �p <br />(651) 454-0002 LOCAL;1113 0- 1.. 6 d�. 1�1 I < <br />�► '�d� <br />Ad <br />V <br />The subsurface utility information shown d d ° `� / QV d '' F\ / ° (� % ° \ <br />on this plan is utility Quality Level D. d ° �`4 ° <br />�- ° \ <br />This quality level was determined d d ° <br />according to the guidelines of Cl/ASCE I Sys ° <br />38-02, entitled "Standard Guideline for a P.� / P` 4 GATEVALVE GP5 0R /'� / \ ♦ ; ' �\ ° <br />the Collection and Depiction of Existing _I O / \ . �� ° <br />Subsurface UtilityData." 0 a /'\i \ <br />P G \ s \ d - <br />\�� 6 GATEVALVE �P F COORDINATE NEW UG ` d <br />4c-"� ° ° \\/� / GAS SERVICE WITH °dQ ° <br />° ° d'00S�ERQr / UTILITY COMPANY \ <br />mow <br />4" C900 PVC WATER <br />F`��` F`e EX. FIRE 5e��/ / :COORDINATE NEW UG \ \ lS\ 11 d \ <br />\/ GPS HYDRANT ��i / Gy�� P`� TELEPHONE SERVICE `,\\ \\ \♦♦ 9s d 2� O <br />C900 PVC WATER �R WITH UTILITY COMPANY \ <br />° ° FN0 F g�� d \ 2 ° <br />d d ° \ /��' GAS SERVICE AND \ \\ `�' ° d �%--�f <br />METER LOCATION '7 _ ?i <br />XX <br />° d °° d �`� v ���� e"� '� °�� \ \ ♦` �` ° <br />O 6" PVC SAN. S. <br />° a ° a_____ �� ���� INV. @ BLDG \ \\ \♦�\ d \ d <br />° - 896.00 TELEPHONE SERVICE \ d <br />0_t / d d \ GP5 45 LF 6 SCH 40 / AND METER LOCATION \ \�s��os �� d �7 \ <br />PVC SAN. S. @ 2.1 % CAR WASH \,s f� ♦� <br />FFE=903.33 <br />,��� d ° ° C) FIRE DEPARTMENT CONNECTION <br />d /d d S FNg� F��\ / / / �`�o oLo 6" FIRE PROTECTION WATER \s\�9 d <br />° d R SERVICE AND METER LOCATION. \ \ <br />4" DOMESTIC WATER SERVICE <br />R/ ti AND METER LOCATION. <br />° ° FN�� BPS �s`� 1 \ V A ♦\ �� ° <br />= ELECTRIC SERVICE AND �� V A\ �, \ \ Oc <br />° m s <br />METER LOCATION J \ \ \♦ ,� � m�� COOPd <br />Y d <br />♦ ° ° <br />° COORDINATE NEW UG � � \ <br />ELECTRIC SERVICE WITH J STORE \ \\ \♦ ° �lS\ KEYNOTE <br />UTILITY COMPANY FFE 904.0 \ <br />1 6" PVC SAN. S. \ \ ♦. �F� ° \ ° \ 1O - <br />/ TRANSFORMER AND SAN. S. CLEANOUT' (AT BLDG SERVICE CROSSINGS) LOWER � \ \ � 2 d ,� <br />/ DISCONNECT PAD INV. = 895.05 J INV. ® BLDG \ \ \ �° WATERMAIN TO PROVIDE 18 MINIMUM <br />/ LOCATION = 896.00 \ \ ♦. ° , \ CLEARANCE BETWEEN SEWER AND WATER AT <br />CROSSING. SEWER PIPE WITHIN 10 FEET OF THE <br />/�F, \ \\ ♦♦ �� m ����\ ° ° CROSSING MUST BE CONSTRUCTED OF MATERIALS <br />< / F <br />/ � PPROVED FOR USE WITHIN A BUILDING IN <br />16 IF 6 PVC .� <br />�. N \ <br />/ � 0 �^ o., SAN. S. © 12.1 % • °���w'0%I � � ACCORDANCE WITH MN RULES 4714. WATER <br />/ 0 D ,o N \ <6 A SERVICE SHALL NOT CONTAIN ANY JOINTS OR <br />/ 47 LF 6" SCH 40 d \ \ \ CONNECTIONS WITHIN 10 FEET OF CROSSING. <br />PVC SAN. S. ® 2.1 % \ \ ° ° TEST ALL PORTIONS OF THE STORM SEWER <br />/ \ s� `-9� <^\ \\ ♦♦ N� ° ° dd d �d ^ SYSTEM WITHIN 10 FEET OF THE CROSSING IN d \ ACCORDANCE WITH MN RULES 4714.1109. <br />GREASE TRAP. REFER kP 0 \ <br />D TO PLUMBING PLANS. SAN. S. CLEANOUT / / / ° \ ° d <br />I N O \ \ - AT UTILITY CROSSINGS NOT BLDG SERVICES <br />• X INV. = 892.36 / \' \ ` d °d \ ( ( )) <br />_A\ P I I �? \ LOWER WATERMAIN TO PROVIDE 18 MINIMUM <br />+ Vv m A SAN. S. MH �s �/ " \ \ \ ° ���� ^ _ CLEARANCE BETWEEN SEWER AND WATER AT <br />IcP< > \Q c 5� �- � \ CROSSING. WATER SERVICE SHALL NOT CONTAIN <br />-o = ,P /�� 0 0� d r A� <br />TOP 903.60 cP / O \ 6 ANY JOINTS OR CONNECTIONS WITHIN 10 FEET <br />tiG� p� INV. = 894.06<.nLn <br />< /� ° d ° d d z OF CROSSING. TEST ALL PORTIONS OF THE <br />(9 I / < C <br />G lop <br />X �� J o; 0 Off,/ _ ° z \ 3 STORM SEWER SYSTEM WITHIN 10 FEET OF THE <br />G co CO CROSSING IN ACCORDANCE WITH MN RULES <br />I ' / G�CO � i9 4714.1 109. <br />/J �J \ < o �3/ `� G 3 d-co A <br />i / I ��.REMA <00 <br />® �m W <br />NOTE: IF A SEWER LINE IS CONNECTED TO A MH MORE O <br />NEENAH FOUNDRY Co. R-1642 CASTING \ / <br />THAN 24" ABOVE THE INVERT OF THE OUTGOING LINE, THEN WITH SELF-SEALING, SOLID, TYPE B LID, J @ ��/ ® LrA O �� j7 A <br />THE CONNECTION SHALL BE BY MEANS OF AN OUTSIDE DROP. OR APPROVED EQUAL. COVER SHALL BEAR >>, <br />\ S. z► - <br />THE "SANITARY SEWER" LABEL. q 11 '� SAN. CLEANOUT ® • d ° d <br />PROVIDE 1/2" GASKET MATERIAL o3 INV. = 890.66 ° d ° <br />UNDER CASTING. USE "EZ-STICK" <br />BY PRESS SEAL OR APPROVED EQUAL. INSTALL FLEXIBLE WATERTIGHT J �j �• J \ �� ° ° d <br />FRAME/CHIMNEY SEAL IN ORDER TO SEAL <br />FROM THE CAST IRON FRAME DOWN TO THE <,n J . ° d 1 ° o <br />MORTARLESS/WATERTIGHT HDPE CONE. USE INTERNAL/EXTERNAL ADAPTER �jplj I J 1 d <br />MANHOLE ADJUSTING RINGS. USE J 6�; � - d d <br />LADTECH® OR APPROVED EQUAL. SEAL MANUFACTURED BY ADAPTOR, INC. OR , <br />MINIMUM 2"/MAXIMUM 8" OF APPROVED EQUAL. R :892.28 d ° ° <br />ADJUSTMENT SHAPE CHANNELS TO HAVE C) I •dINT A ° d ^d \ <br />SMOOTH, ROUND INVERTS. J l� JJ �� ° __ d <br />APPLY AN APPROVED RUBBER �� ° o <br />BUTYL SEALANT BETWEEN EACH 27 <br />RING AND MH STRUCTURE. kP 1 1 m d d _ <br />PROVIDE "O"-RING RUBBER o I _J '\ •� A d d d d <br />JJ <br />GASKETS PER ASTM C-443 <br />,III <br />ON MH ALL JOINTS. INSTALL „ „ \ • v c9 2 <br />EZ-STIK PREMIUM BUTYLX �`" \ 99LF 6 PVC SAN. S. ® 2.1 % 99LF 6 PVC SAN. S. @ 2.1 % d °� o <br />SEALEANT BETWEEN ALL MH 12" WIDE \ -� ii ii ii ii �� �� >>, ii d • O d d ° I <br />JOINTS, AS WELL AS A POLYPROPYLENE 1 • v d <br />MACWRAP EXTERNAL MASTIC ENCASED STEPS. 15" MIN. d <br />SEALS ON THE EXTERIOR OF ON DOWNSTREAM RADIUS � • d <br />ALL MH JOINTS. SIDE. _ - wa • d� ^ n I <br />SAN. S. CLEANOUT S ° <br />B B \' INV. = 886.88 ° <br />PROVIDE WATERTIGHT PIPE <br />CONNECTIONS. FLEXIBLE - 1 <br />SEALS/GASKETS SHALL MEET 48„ _ SAN. S. CLEANOUT <br />B SAN. S. MH � �°^ ° d <br />ASTM C-293 & C-443 AND O REMAIN ° U d <br />ALLOW 10-DEGREES OF I INV. = 888.96 ° I <br />DEFLECTION IN ANY TOP = 893.95 • r a <br />DIRECTION. STEPS 16" O.C. 5>> A m o <br />ALIGNED VERTICALLY USE ONLY PRECAST / INV. = 884.80 ° <br />SECTIONS. No <br />REINFORCED PRECAST PRECAST/REINFORCED BRICK OR BLOCK. _----_ L " ,1 d ^ NORTH / <br />° I SCALE: " = 30' <br />CONCRETE BASE. MINIMUM ECCENTRIC CONE AND Q PLAN / 62LF 6 PVC SAN. <br />SLAB THICKNESS - 6" RISER SECTIONS AS Q S. ® 2.1 % /1 Q d 30 15 0 30 GO <br />REQUIRED BY ASTM > <br />FOR 14' DEPTH. <br />C 478 <br />INCREASE THICKNESS 1" <br />FOR EVERY 4' OF DEPTH FOR CONNECTION TO EXISTING <br />STRUCTURES, CORE -DRILL SAN. S. CLEANOUT <br />MAX <br />/ <br />GREATER THAN 14'. L INV. = 883.50 1 d � PLOTTING NOTE: PLANS PLOTTED TO I I x 17 <br />20" TO OPENING AND PROVIDE FLEXIBLE <br />SPRINGLINE WATERTIGHT CONNECTOR. ° <br />�� • ° �� ° d SHEET SIZE AREY2 SCALE- I "=GO' <br />FLOW SLOPE BENCHES ; FS <br />LF 6" PVC SAN. 1 �1� ° <br />SLOPE i r ® 2.1 % <br />1 ° CORE -DRILL CONNECT TO EX. / <br />i • <br />-- • <br />° ° _ <br />° � d d � d � C SAN. S. , MH � ° 873 SAN. S. MH AT INV. ELEV.8f 6" THICK SAND OR BASE AND ° • F <br />FOUNDATION MATERIAL - - - - - - - - - - - - - - - MONOLITHIC d , / / d n rn °d� A OR <br />= IELD VERIFY SIZE, <br />WALLS ARETOP = 891.8b Q TJ ° ELEV TION, AND LOCATION PRIOR <br />64" MINIMUM ° INV. = 882.2Q <br />d <br />TO START OF CONSTRUCTION. <br />UNDISTURBED solL OR BENCH-1/2 DIA. of PIPE 1 1� • � ,-+ � <br />COMPACTED SUBGRADE SECTION AA FORM <br />v <br />SECTION B B GROUT To 62LF 6" PVC Go pOdA rn d ° RESTORE PUBLIC RIGHT OF WAY, <br />SLOPE To 1 SAN. S. ® 13.5% REPLACE CURB AND GUTTER, AND <br />LIFTING HOLES WHICH PENETRATE CENTER a 0 REPLACE PAVEMENT TO EXISTING <br />THROUGH SECTION WALLS ARE STANDARD SANITARY SEWER M H TROUGH. EXISTING TREES TO REMAIN v /'1 ° <br />NOT PERMITTED. • �o � l � SECTION AND GRADE WITHIN ONE <br />, 1 1 � ° n l _ 4� d WEEK OF REMOVAL.LP III I <br />IKIWIK I <br />TRIP <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LACROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />a <br />SONDE ENGINEERING, PLLC. <br />10830 NESBITT AVENUE SOUTH <br />BLOOMINGTON, MINNESOTA 55437 <br />(952) 881-3344 TELEPHONE <br />(952)881-1913 FAX <br />v .sundecivilmm <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER DER T E LAWS OF THE <br />STATE OF M N SO <br />Brian H. Mul dsto k <br />DATE:06/27/22 RE3. 23468 <br />N <br />TOM <br />LU <br />W <br />0 <br />Cn <br />0�/� <br />U) <br />Z <br />W <br />W <br />z <br />Q <br />V <br />z <br />J <br />Z <br />a <br />W <br />>. <br />Z <br />cli <br />w <br />L <br />Q <br />J <br />Z <br />J <br />~ <br />O <br />z <br />NO. DATE <br />DESCRIPTION <br />25APR22 <br />- 05MAY22 <br />INTERNAL REVIEW <br />5UBMITTAL <br />20MAY22 <br />ROW / 51TE 5HIFT <br />27JUN22 <br />CITY COMMENTS <br />DRAWN BY <br />SCALE <br />GRAPHIC <br />PROJ. NO, <br />22- 1 2GG <br />DATE <br />04-25-22 <br />SHEET <br />S P4.0 <br />