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c 2020 Westwood Professional Services, Inc. 00 00 IE= 125.82 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 REMOVE PLUG & CONNECT TO EX. 12" WM - w/12"G� EX.MH-12 1 RLE=936.9, It=924,82 a a MN M1191 M Mill] �Oy�i I II I I- I I DD DD D D - II II I II I I 1 I II II I I I II I I 1 I I I I I 1 I I I I 1 1 I I 2 1 I I 1 3 I I I I 1 1 I I 4 1 I I 1 I I 5 1 I I 1 6ILW I I I YE=0+16 YE=0+69 VYE=1 +21 I I YE=1 +731 VYE=0+45 YE=1 +22 I I I 9 38. 6 I I 9 39. 0 I I 9 39. 3 40. 0 I I 9 40.1 I I L J --- I I r__J I t 112"X8" I I I I J TEEI �� I I __J �� I L12"X8" TEE MH 20J CORE DRILL IF�# E----------� X. o IE = 924.82 I 1 I I -- - - - - - - -- Z � ° I ° I 2 Lj I I C/) LJ L==--- -J F- v- r -- - LO C7 r 1 3 I I A :1\4 I I� 4.1 12" GV DDD F- - - -HYD w/AUX VALVE 7 I 12'-6" DIP I 12"X6" TEE I GRND ELEV.=938.7 I I 4 I ---------- 2 I I I L------------J F------------ t 3 I I I I L------------J - - - - - -ww - - - - - I 4 I X- I DD DD DD DD Z jo (0 I I I I I I I Z Q w I I I I I I I I I Cn Q J Ld O O O I l4 HYD w/AUX VALVE Cn 929.5 9O95 // "6 DIP 12X I 929'S I I 929•5 I I 929'S I I I I YE=1+04 / 126" REDUCER YE=0+73 1 / GRND ELEV.=938.9 I YE=2+431 YE=2+95I YE=0+221 InsI / \ I I I 940.1 1 1 940.0 929.5 I 940.2 1 1 940.4 1 1 940.3 1 1 1 1 I I I I I 12"X12" TEE L YE=1 +20 I L - _ - -1 12"-11 1 /40 L - JW BEND 940.0 12"-450 & 11 1 /40 BENDS vvv _ � 1 I MH 22 929.5 II aaa as `� WYE-1+16 II F------ 12" GV L 939.9 I D D � MH 21 - _ 13 I DDD 929. -----------4" PVC SANITARY \ WYE=0+99 z - L SERVICE (TYP.) F------------- I \ \ 1" COPPER SERVICE ` \ 12 I J w/CURB STOP (TYP.) \\ \ L------------- W ----- I U) I 11 I W w 10 w ---� LL 1 ------ � ------ j - - - 7 137TH STREET NORTH 352' 12" DIP CL - 52 WM _ I _ 250' 12" DIP CL 52 WM w/POLYWRAP 7.5' MIN. COVER �T T w/POLYWRAP - 7.5' MIN. COVER .......tX.. M.h.�. ..... ........ ... ... ........ .................... STA 1 +00 � � WM RE - 936.93 . . . ... 337'. -. 8. PVC STA=4+72 . . . . : SDR 35 @ 0.40% ELEV=926.60 . . . IE (W) = 924:82 . . . . . . . . . . . . . . . . . . . . . . . . . . IE (E) = 924.:82 . . . . . . . . . . . . . . . . . . . . . . D = 12.11. . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 0 RE ( ) 938 4 ................ ... .. _ .. ........ ........ 9 930 . . . . . 131' - 8"- PVC IE W 927.61. . . . . . . . . . . =, A not I D = 10. 88 5 TOP OF WM MH 21 925 STA=4+82......... STA-6+17....................................................................... ELEV=926.60 . . _ . 939 . . . . . . . . . . . . . . . . . . . . . IE (E) = 927.09 IE (S) = 927.09 IE (W) = 926.99 D = 12.32 920 6 7 8 9 10 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL Ted; Jgg ENGINEER ands the laws of of Minnesota Checked: JFIB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional services, Inc. 01/14/20 License Na 43358Rwo� Drawing �l& ft Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.XX DENOTES CURB STOP ELEVATION 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 HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. 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., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. © 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. NGVD=NATIONAL GEODETIC VERTICAL DATUM USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05UTF04.dwg Date: 01/09/20 sheet. 7 of 20 Adelaide Landing Sanitary Sewer and 5th Addition Watermain Construction Plan Hueo. MN