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c2017 Westwood Professional Services, Inc. r� 1!� IfJr1 rl+ 1 r �l 1 11 11 11 l; ONNECT TO EXIS GIII , v 4 ..... /J 8" DIP PLUG _- •�! .� HYD w/AUX VALVE _... ...... I v;w fff 8'-6" DIP Q SAN PLUG # f3 N 4 f B"x6" TEE GRND EL -935.66: ;N Q z 9. 1r m MH -32 ... ... ..... __... w .... _.... _.. N /Co � 1� 1 i a o s '� w 12"x8" REDUCERS ti f 8 22 ri /2 & i 12"x8" TEE - o,J - 11 1/4 ,BENp� \\ / 2 , , 11 1/4° 1BEND& HYD w/AUX VALVE 12" G.V. --TEE' .. .. _..._ ..... 10 -6". DIP.-..... __ ~- � ,I _. .... ....... .... 2'x12 " TEE - --_ ijx6 TEE 10 - -_ I ^ MH 3 ��, -G.V... - N�DI EL_9 __ .....' ......... .. ...I........ rSEE.SHE� T-...4 L ,._.., 12 G GR 36 43 \`' MH 6 I_. :_:. .:..dl ... as .. if T a" `r'� MH -4 - Y12' 22 u ..'.�. _ I, MH -5 ,�....__ r( .Y,�' °° 7`,' BEND - 4" PVC ,.4NITARY 1 COPPER SE'. VICq lSERVICE,(TYP.) - /CURB STOP ITYW.) I 2© 3 ®' ` 4© 5® 6 ®: 7 ©. 8© 9 10 &4 1 © 2 928 5 928.7 928.9 929.1 929.4 929.6 929.8 ell( .. ...... .. .. ......... _ ..... _. _.... `��.�� ► '' X23 WYE -0+05 �� . �a � - WYE D+56 Wl'E=1+09 WYE= 1+64 WYE- 2+44 WYE- 0+15 WYE- 0+70 - MH -1 PROFILE A MH -2 / + ..... a........_........1.2.._.45x. WA WAT - DIRECTION,4LDRILL 8" "'- � �� PVCSANtTARY SEWER rEXMH-1 CONNECTION 1( 27'- 12" DIP CL 52 W.M. w/P%YWRAP EXTRA DEPTH PROPOSED GRADE:(TYP.) iREMOVE27' "EXISTING W.M. 18" MIN. SEPARA� TI PER CITY DETAIL HU -W-5 EX.: MH -1....... RE = 932.74 IE (NE) - 923.80 EX.IE = 923.55 1 PROFILE A 945 �277- 12" DIP CL 52 W.M. w/POLYWRAP- - 7.5' MIN. COVER 54'- 12" DIP CL 52 W.M. w/POLYWRAP 940 . .EXTRA DEPTH.'... ...ii3" ='8"'PVC .... SDR 35 ® 1.00,; - irMH -1 236' - B" PVC RE = 933.24 SDR 35 ® 0.40% IE (E) = 924.93 IE (SW) = 924.93 D=8.3 ......_ 27" RCP O 15" RCP _ ■ f 3aeDl aetltl Out W4 plm wY pe]vM L1 vY R wEC mJ Q dIM .�a�m ud Wt 1 ®. AW, Lxrotl PAOI�aNAL 1)dmed: 4m &T@I� vedw Or Lne d tlu Rue of t6msou. 9/22/17 alY twnmmle PM1one (952193]5150 7699 Anagram anva /�f//N�f,�y alb Fu (952)931-5022 iAen Preine, MN 55304 F D _ S 7o1 (899)937-5150 weMwoodpf.[wn aha Bender Westwood Profenional %Wm 9.c arts 07/14/17 >�. N. 43358 - - 2-d Call --- 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. 130TH WAY NORTH NGVD=NATIONAL GEODETIC VERTICAL DATUM 945 283'- 12" DIP:CL 52 W.M. w/POLYWRAR - 7.5' MIN. COVER 108'- 8" DIP CL 52 :W.M. w/POLYWRAP 26'- 12" DIP CL 52 26'- 12" DIP CL 52 EXTRA DEPTH 26'- 12" DIP CL 52 : W.M. w/POLYWRAP W.M. w/POLYWRAP 940 W.M. w/POLYWRAP - EXTRA -DEPTH' :' i EXTRA -DEPTH EXTRA DEPTH PROPOSED CA GRADE (IYP.) 96 - 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 65'-8"P ... SDR. 3500.4 0:4 STUB -1 RE 935.63 IE (S) 926:72 38 - 8" PVC - SDR 35 ® 0.40, 18" MIN. SEPARATION) PER CITY DETAIL HU --W-5 MH -33 MH -3 SOR 35'0'0:410% MH -2 915 RE = 933.82 18" MIN.:SEPARATION IE (W) = 925.87 PER CITY DETAIL HU -W-5 IE (NE) = 925.87 MH -3 D=7.9 RE '= 935.14 29 IE (NW) = 926.80 IE (SW) = 926.80 910 : IE (SE) = 926.80 MH -5 D=8.3 _ ■ f 3aeDl aetltl Out W4 plm wY pe]vM L1 vY R wEC mJ Q dIM .�a�m ud Wt 1 ®. AW, Lxrotl PAOI�aNAL 1)dmed: 4m &T@I� vedw Or Lne d tlu Rue of t6msou. 9/22/17 alY twnmmle PM1one (952193]5150 7699 Anagram anva /�f//N�f,�y alb Fu (952)931-5022 iAen Preine, MN 55304 F D _ S 7o1 (899)937-5150 weMwoodpf.[wn aha Bender Westwood Profenional %Wm 9.c arts 07/14/17 >�. N. 43358 - - 2-d Call --- 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. 130TH WAY NORTH NGVD=NATIONAL GEODETIC VERTICAL DATUM 945 283'- 12" DIP:CL 52 W.M. w/POLYWRAR - 7.5' MIN. COVER 108'- 8" DIP CL 52 :W.M. w/POLYWRAP 26'- 12" DIP CL 52 26'- 12" DIP CL 52 EXTRA DEPTH 26'- 12" DIP CL 52 : W.M. w/POLYWRAP W.M. w/POLYWRAP 940 W.M. w/POLYWRAP - EXTRA -DEPTH' :' i EXTRA -DEPTH EXTRA DEPTH PROPOSED CA GRADE (IYP.) 96 - 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 65'-8"P ... SDR. 3500.4 0:4 STUB -1 RE 935.63 IE (S) 926:72 38 - 8" PVC - SDR 35 ® 0.40, 18" MIN. SEPARATION) PER CITY DETAIL HU --W-5 MH -33 MH -3 -RE -= 935.42 - - - 915 915 1_ IE (SE) = 927.06 IE (SW) - 926.80 D=8.4 IE (SE) = 926.80 D=8.3 27 29 18', MIN.. , ... 925 910 SEPARATION MH -5 2 3 4 5 6 7 RE = 936.28 PER CITY DETAIL _ ■ f 3aeDl aetltl Out W4 plm wY pe]vM L1 vY R wEC mJ Q dIM .�a�m ud Wt 1 ®. AW, Lxrotl PAOI�aNAL 1)dmed: 4m &T@I� vedw Or Lne d tlu Rue of t6msou. 9/22/17 alY twnmmle PM1one (952193]5150 7699 Anagram anva /�f//N�f,�y alb Fu (952)931-5022 iAen Preine, MN 55304 F D _ S 7o1 (899)937-5150 weMwoodpf.[wn aha Bender Westwood Profenional %Wm 9.c arts 07/14/17 >�. N. 43358 - - 2-d Call --- 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. 130TH WAY NORTH NGVD=NATIONAL GEODETIC VERTICAL DATUM 945 283'- 12" DIP:CL 52 W.M. w/POLYWRAR - 7.5' MIN. COVER 108'- 8" DIP CL 52 :W.M. w/POLYWRAP 26'- 12" DIP CL 52 26'- 12" DIP CL 52 EXTRA DEPTH 26'- 12" DIP CL 52 : W.M. w/POLYWRAP W.M. w/POLYWRAP 940 W.M. w/POLYWRAP - EXTRA -DEPTH' :' i EXTRA -DEPTH EXTRA DEPTH PROPOSED CA GRADE (IYP.) 96 - 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 65'-8"P ... SDR. 3500.4 0:4 STUB -1 RE 935.63 IE (S) 926:72 38 - 8" PVC - SDR 35 ® 0.40, 18" MIN. SEPARATION) PER CITY DETAIL HU --W-5 MH -33 MH -3 -RE -= 935.42 - - - .RE -. 935.14 IE (N) = 927-.06 IE (NW) = 926.-80 IE (SE) = 927.06 IE (SW) - 926.80 D=8.4 IE (SE) = 926.80 D=8.3 28 29 Prepared for. PROPOSED CA SUBGRADE (TYP.) -261' - 8" PVC 1LV - o r"... SDR 35 ®0.40, MH -4 -SDR 35 ®0.40, RE = 935.34. 18" .MIN.. 18', MIN.. , ... 925 IE (E) - 927.01 SEPARATION MH -5 SEPARATION MH -6 IE (NW) _ -927.01 PER CITY RE = 936.28 PER CITY DETAIL RE = 937.07 D=8.4 - DETAIL IE (N) _: 928.05 HU -W-5 IE (N) = 928.53 \-53' - 8" PVC HU -W-5 IE (E) _: 928.05 IE (E) = 928.53 IE (W) _: 928.05 IE (W) = 928.53 920 SCR- 35= ® 0.40% .. . .. 30 31 OP5 Adelaide LLC 1660 F &Kray NO south, Suite 4W a Louie Par1S, MN 55416 32 33 Adelaide Landing MN A 915 34 I 0' 50' 100' 150' 0C08463UTFOI.dw Date 07/14/17 sheet 3 of 23 Sanitary Sewer and Watermain Construction Plan