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<br /> P. o�o�'o ,...N.1 ..°4jw „, 117"'".t SANITARY 51aVB,MANIIOIE I SANRARYSRWi1 J1RYTiol114AN1oN! a' SWIM S CROP WATERTIGHT MANHOLE
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<br /> AITIERRY VALYF NO BO% y� WATER NAM WET TN [''::7 1
<br /> • GAR YALVEAnD BOIf t _ r Ia5TN1ATiON +.»e
<br /> ;q;i \ E O VALVE ArO HEORNR `-�/ 1
<br /> \ -~V _ Y B6'fALLAnaR _ BISfAUArpN i WET WM-I
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<br /> �\ �\_ � �_ / -' o / WAT-L •55-0.5-1sures [TYAT-2 L .wo .wv,uu
<br /> \ / \ / I I i. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY-WRAPPED AND ALL ESS STEEL. -- a . . ..
<br /> ,_ Q , --' if Ly,_ -I ((<
<br /> M 2. REFER TO DETAIL BOLTS USED LSHEETS L BE ATOLSEE STRUCTURE DETAILS. BUTTRESS�Gpp, 33 ���
<br /> 13 MB
<br /> 2 - ---- \ °"+ I 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. .551411 MI5
<br /> L010*mowRE LANZ- ro s� • *�
<br /> '�i✓-:k"j \� b°`�m,arr,.t Ro[8VAR mu�ia �I (U�
<br /> ! I �i�.I�iP% /.,,� e �'.3 4. WYE LOCATIONS TO BE SUPPLIED 8 VERIFIED BV CONTRACTORS.WYE __ '-
<br /> /
<br /> • ..��.y, / // ^ - ' '�a STATIONING IS CALCULATED FROM THE DOWN)STREAM MANHOLES.
<br /> ou ea, Tr
<br /> ?..� , / \a>�c�f v / STRUCTURES. `• a. WWW ��xecl sear r� 0.611311015•1, ,WAvaex.c
<br /> t `! '�- �� �4 ''''-----1
<br /> V. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE •r :. <v �� re
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<br /> ,.../ � T IIY wG
<br /> ,-+ _-_ _ ___ -+� �y j'
<br /> S. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND OS e�.EFIE� / MOW=O
<br /> - tet'- ✓` `J/ BACK S THE WATER MAIN TEE BY MEANS OF APPROVED MEGALUGS e - r WCEJ Ira 111P - �•�
<br /> �_ 7` UNLESS OTHERWISE NOTED. �,/1� NNxMPwrcaMN aTa1 (4,
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<br /> •3551033
<br /> - ±-...............--'4/11,,T.I ", 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER = A• `}n /Kft�a
<br /> -- - \ ; - - ,NOf o / SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. \ 1 IMIMI MMMIMM-t
<br /> / e. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE mayy,L •�`� O PORT y ' • \_GRANULAR
<br /> \ .» � 0•_� PROPERTY LINE UNLESS OTHERWISE NOTED. ` \� M Epn"m,®,:
<br /> \ .� -... ,� RAN 4$' A- '/
<br /> 9. ALL VALVES ON THEWATERMAINAIN FOR THIS PROJECT SHALL BE GATE RAN 90'BENTS QAWG 1 R a
<br /> VALVES.NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR /` MANURE�\\ Rom
<br /> MCA..
<br /> \ THIS PROJECT. .xA�v, •��` �1T NAG Ort �; /OR NOK.NAW OMR.NM 6'EPNDS TOWNER CO lulr<„eoula,
<br /> \ a TRP ,i .1 WALL I!NOON ROW.evlvm.ro PUCTPE 1Ad TO W5310.
<br /> cOreCTIONA
<br /> X70. INSTALL HYDRANTS S BEHIND CURB(TYPICAL).INSTALL HYDRANTS 6' wr, a
<br /> �_ BEHIND THE CURB ON THE WALK SIDE OF THE BLVD. m .,/ 1d *14, "� L=- ' Po®nIO/AW,vA moxoa LRAM Mgwrt,E»,s
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<br /> i) POLY WRAP ALL HYDRANT BARRELS Nx6Q1Or"wR �� ? '�/�� T.` Wu`a`E AuaWaO.A"`0w�`-.
<br /> iI) BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. .A�
<br /> 4casTpuencot
<br /> .MKT WILL s..aNOLo a„Ae°`I,aAA,%PA rata NAM MD
<br /> 11. ALL 4'-12 WATERMAIN SHALL BE PVC C900 DRIB WITH COPPER TRACER 2 5. ��smou 11.!`IC.VIA3UTe RWSv4n`saoO,GRA
<br /> CCORMICE
<br /> SER RAM PE u.NE MO Wm,NC wrro Irl
<br /> WIRE. WARW.IM 59W-.s Cara..an APP..OVAL
<br /> • mm,g4n0M.Are RAM]31?1905
<br /> _ IT MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT t ,r "
<br /> CONNECTON POINTS FOLLOWNG INSTALLATION OF PIPE TO PROTECT o 7�1 "'w"
<br /> EXISTING LINES FROM DEBRIS,8 SEDIMENT INFILTRATION.BALLS SHALL • CONOREIE THRUST MODEM
<br /> 0.
<br /> Ci.)
<br /> TRA"J:N WIREESRBER1IX4 WATER MAa/IURQ ENa OWSEf ^„REMAIN UNTIL LINES ARE TELEVISED B ACCEPTED BY THE CITY. i '^' \:^d11sAtt
<br /> Wa4 ,w_.wWAT4 r�� WATq13. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER addd
<br /> 50 25 0 25 50 100 DEPARTMENT AT 952.249.48W AT LEAST 48 HOURS PRIOR TO ANY PUBLIC ,arrw, w ,a,
<br /> .■•• SEWERANATERMAIN CONNECTION.
<br /> ■ N ''' 14. USE AN 8-WDE EXTERNAL SEAL WRAP,-INF-SHETLD'OR APPROVED
<br /> SCALE IN FEET O RZ
<br /> EQUAL W TH ALL SANITARY SEWER MANHOLES.
<br /> 15 CONCRETE ADJUSTING RINGS WTH 2 RINGS OF RAM-NEK BETWEEN
<br /> SHALL BE USED ON ALL MANHOLES AND CATCH BASINS.
<br /> I8. SANITARY SEWER SERVICE PIPE AND WYE SHALL BE SDR 28.
<br /> IT ALL HYDRANT LEADS SHALL BE DIP CL 52.
<br /> 1B. STREET SWEEPING REQUIRED A MINIMUM OF ONE TIME PER WEEK OR AS
<br /> DIRECTED BY THE CITY ENGINEER. A?p n_5 L 7 i/him I?-• _
<br /> . FILE NO.
<br /> DRAWINGDICK NA
<br /> NAME NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS -CITY PROJECT NO.�FINAL SANITARY AND WATERMAIN PLANS 31202-320
<br /> BASE DICKEY LANE__ _ __ ___ INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED THOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SERs SAYS . 1
<br /> DRAWN BY SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ,`'
<br /> TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w . SATHRE-BERGQUIST, INC. RINGERSWOOD LOT 1 BLOCK 2
<br /> CHECKED BY INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-0000 O RO N O
<br /> RSM ----SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S- J7�.'L % g �¢ MINNESOTA G O N Y EA HOMES I 3
<br /> USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S MpLST P.E. `�
<br /> DATE FROM ILLEGITIMATE USE. /-1 7 Z��/Z8 +GFRs P�°'�
<br /> 01/30/17
<br /> Date: o( J O/(7 LIE.No.
<br />
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