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03-SW FH�Ex.s"cv 1. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE, C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. 2. ALO SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS AND IP /2 AN I / OUTLINED ABOVE. LEOw 0 \\}\ e 3. WATERMAIN SERVICES SHALL BE 1." COPPER. NLET / I 1 NOCCATICN/ \ I 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL V'S -BLE I BE STAINLESS STEEL. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 7. WYE LOCATIONS TO BE SUPPLIED $ VERIFIED BY CONTRACTORS. WYE STATIONING IS - \ CALCULATED FROM THE DOWN STREAM MANHOLES. 1 =r FND IF 1/2 LEAN N a Ta -/ \ 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. ura� 2ozer 0 ` i LII 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE - - - - - - - - - - - 1 p \ WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. I ED\ \9�iii 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER OUTLOT (, 4 m L 6@p9 9j�g�� I 0 S AND WATER ARE IN THE SAME TRENCH. OUTLOT B 8 m �, I Rd's I 407 46 / I ���+ 11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE �`� I p I I UNLESS OTHERWISE NOTED. �\ 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. I i � \ \ � 13. THE CITU OF CHANHASSEN CURRENT 'ENGINEERING GUIDELINES" AND "SPECIFICATIONS' \ r, a4` \ \ \ % /° ° \\ \ \ m 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). ma aj 6' Om\\ \� 9 V A ' / A% . �\ m� AV \V A a �� 15. POLY WRAP ALL HYDRANT BARRELS 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. r v' �>w em vs '. OUTLOTD j� \ \ \\\ U \ ❑9 \V> \/s`O� \\\+ ��� �\ © \� -` �� \ \ \\ jI 2p• p' / / \ \ O,� Q 1 \ / \ \ s7oRM wEa --` \ -r,°I� _. _ _, _ - 17. ALL 4"-12' WATERMAIN SHALL BE PVC C900 (DR25). ALL 16 WATERMAIN SHALL BE PVC C905 (DR18) / mo 18. MECHANICAL BALLS SHALL BE INSTALLED INSANITARY SEWER AT CONNECTION POINTS � ! �\ mmq � � \ � / / � e _ _ �m moo- / // � isn c FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, $SEDIMENT n '$ \ �� \ � O\ \ egw �,Z. 6, } / [-� _ (� a y. � � FES INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED $ACCEPTED BY THE CIN. -% V A V� A v ���� v / 7� �'m rp`F�9/ �� °maw/� I r i /'" / 19. THE CONTRACTOR SHALL CONTACT THE SEWER $WATER DIVISION AT LEAST 48 HOURS PRIOR WE1 �'/ sty®� / / � /� OUTLOT �/ /°j 8] TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. l i n �✓ �✓ �✓ �✓ � � \ iF as 0 V A �� m� � a i � \ � r .__/ „i VF j ' V' / II 14 Ty W W W W W J \ 0 \ CD CONRETE FAWN HILL ROAD BENTZ COURT 990 990 990 990 MH2 STA: 1+50.7 BLD: 12.0 -..----..--STA:2+58.fl--__--__--..--..--..--..-- MH 1 RIM 978 7 980 ________ - _-______ -- _____- -- - _,___--STA:2+75.7 _.___-. _.._. -..-MH EX7980 980 -.._-.._.._ __.._..____. -.. ___ ____BLD: 153 -- HBOE96oe _.. _.._.._ - 980 ETGRMw RIM:9728 E)SSTeG STA:4+15.3 MH EX6 HYDRANT 875 HBOE-9765 BLD: 12 0 / 6'VALVE RIM:969S_ uRG - Geu.- _ Ts7T.z__ - STA:4+87.2 __MH EX6__ - -.. T -s725 xNc HYD RANT BLD 11.6 RIM:968.4 ------------------ _ -__--__--__--__--__--. 2+83.5-__--.. --..--..-- 11.25° BEND 6' VALVE SIM: 00.0 8'x6' RED STA: 1+46.6 BLD: 11.9 i w 970 -- --..- -..-- - T 96 .2 noN 1117 a�rz. _..--. --- ---- ---- --------- --- - RIM:968.4 - - i --__--__ O a -- - -. -STA. 3+01-.5-- -- - sTORM%ING------------------ ------ --__-- -- 970 a GRMxNG �R Sl'ND 970 BLo- 11 s- - _ � 970 o $ 8" 'x6' TEE zz s RERo � o N C9 p a p PDQ �M ETGR a MHG STA -6.8 SE -IN ------------ - --- o -os � s,GRM wRc 124.7LF SDR �` ----..--..--. --.--..--B„G966 PVQ VCM - --.� ---..--..--..-- > @ 4.92 960 _--__--_ __--__-- ------- ------ 2. --.. %-.. _ - _. - -..--. -..-__--__-- -- --__ -__ _--__--__- -- -- _--___--_ 60 96 60 ° PVC SDR 35 �.j w c PVC SO 0 8 9 a+zas 1 67LF@2.09% a, 8"PVC SDR 35 182.1 LF @2fi5°k wM ; --..--__--_ --------------------------------- --.. -__--_ OFo--r ]1.9 OF - N--- --8"PVC SDR 35-__ WPVC SOR35 Z T BE31. - __ _ - ---_. - Z-WM LOWERNG ---___--_- 950 _ - @ ss� z z.a -@ 4ai 950 95 _; 7s 50 '� 3 LF 0 .9 LF@2T70 o'u5� Z �^ o3mu3 u$ �m 0 2 �$o ?� 9 o a.: o65 940 940 940 940 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 12+00 -1+00 0+00 1+00 2+00 3+00 4+00 'b.", EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 50 25 I0I 25 50 1 00 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTINGfl_rl_fl ®®®® ❑ UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY ��LE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING 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. FILE NO. BASE FAWN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 6R5 so.', - SANITARY AND WATERMAIN PLAN AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �'� 37865-001-200 DRAWN BY SATHRETHRIZATIO,ICONEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT o SATHRE-BERGQUIST, INC. - - - - - - - - - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w m TCW CHANHASSEN, FAWN HILL 3 CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. o - - - - - - - - - - - - - - - - - - - - - S ,^ ��� 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ��� i'v/ m '7 RSM - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING s �� MINNESOTA HP HOLDINGS, LLC. DATE FROM ILLEGITIMATE USE. ROBERT S. LSTAD, P.E. N -- ------------------- / 06/14/17 Dale: O �� �7 Lic. No. �-pLiZB c FRS v�P 11