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WATER MAIN NOTES DRAWN BY: DESIGN BY: <br /> M.Q.A. C.W.P. <br /> CHCKD BY: PROJ. NO. <br /> EXISTING WATER SERVICE LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD M.Q.A. 20-1952 <br /> PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY <br /> INSTALLATIONS. ORIGINAL DATE: <br /> s <br /> PROVIDE PIPE INSULATION FOR ALL 4" SANITARY SERVICES. DECEMBER 23, 2020 <br /> PROPOSED WATER MAIN SHALL BE 1" HDPE CONFORMING TO ASTM D2737 FOR <br /> ENDOPURE WATER SERVICE TUBING WITH TRACER WIRE. <br /> MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER SERVICE PIPE. <br /> SANITARY SEWER NOTES <br /> 908.56 V <br /> FNDIP <br /> EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN <br /> THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES <br /> PRIOR TO ANY INSTALLATIONS. <br /> v v v <br /> PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. <br /> Z <br /> O <br /> v v v (� <br /> L IS LANE w <br /> O 908.35 O <br /> O MHSA EX. 8" SAN. SWR. (PVC) - 1O <br /> 903.79 > > > Q <br /> > > > > > Z <br /> X. 8" WATER (DIP) irvv � SAN. STUB INVERT ELEVATION <br /> C U) <br /> LOTS LA L PER CITY AS-BUILTS. > <br /> I I I I I ^ I I ^ <br /> O H I ^ <br /> p — <br /> VERIFY IN FIEL❑EDo <br /> .©9oas <br /> I I— QLUW <br /> CONNECTTO <br /> 10 A A 1" WAT. &EXISTINGLU <br /> 589027'24"E 4" sAN. <br /> SERVICES240.00 <br /> 908.00 00 9P8.29 0 0 0 1 p p IP17765 <br /> I` <br /> 907. O O <br /> — — — — — — — — — — — — O O O- - - - / 000 <br /> —� 5- --- <br /> N10 101 10 00 <br /> O O O <br /> 10 00 5 M <br /> 00 00 <br /> O O :00w . O-00 00 0 3LDw <br /> 0 co <br /> .Eco <br /> -- 8S48----8S4L8 — BS8 gS4L8---- BSa 8 8---- <br /> i <br /> �ISG / <br /> i <br /> /m�m <br /> II rn � U O60 a a (D <br /> 912.95 � LU-jQ N0ONow0 <br /> EXISTING U <br /> HOUSE co <br /> � B_2 <br /> m B L C 1K 910 lo a Q <br /> 0 -0 <br /> 1 44,400 S.F. LOW FL = 907.65 <br /> 28 3 908.8 (1.02 ACRES) DROP GAR 3 COURSES I <br /> 9 O 3 <br /> 10 T1 <br /> EXISTING n 10 oDRIVEWAY GARAGE <br /> W_ �0 1 FLOOR=909.3 <br /> W 24,975 S.F. — I O �, CD CD <br /> �J -° - --a-- ,zs.3� 909�0.57 ACRES) _ ^ 1 �� �� III 2 ko 91o.e W <br /> .y ------- ------- 41.5 ---- <br /> O p 1 909.3 to 19,425 S.F. I a0 C+� O = Q <br /> � z, o o (0.45 ACRES) co p d <br /> 909. m 1 I I O / <br /> Qo 9------ Idlo ---------------- I y <br /> W o <br /> mi /23 8 osa Boa I 1 I I m J <br /> MEN <br /> ------ LU <br /> �- - I DECK ',,T r A W 1 <br /> I Illlllf'I� 1CD <br /> I 1 <br /> °MI o EXISTING o <br /> HOUSE A i o \�\ \SOO F------------ <br /> W i ;; <br /> r <br /> I \ N90°00'00"E <br /> a, { � 55.62 <br /> 909.4 m o, I - - - - - - -� — _—L1 PREPARED FOR: <br /> J SCOTT BUTLER <br /> O 908.5 23.8 O,\909.7 DRAINAGE\AN� I <br /> 906 UT-1LdY EA�EMEN <br /> .S,— — T ) I 1 1 --- <br /> 1 T�---BLDSB— — BLDSB — BLDS�/ <br /> BIT -- 7S8 1 <br /> CURB — —y i o —1-- ---L------- PROPOSED DRAINAGE <br /> 10 \ AND UTILITY EASEMENT <br /> D c� 0 <br /> 10 <br /> PROPOSED DRAINAGE <br /> i <br /> — — — — 1 AND UTILITY EASEMENT c`/ 5 < <br /> — BL�SB—T--BLAB— �L�SB— —BL�SB — — LI � --_ __11_— II_ <br /> _ _ 1 T <br /> solo❑T 1 907.23 — — — — — — — — — — — — — — — — — — — — — — — — —CD— — — —\ — — — ———— —y I <br /> -------------- <br /> — — — — — — — — — <br /> SETIP41578 I 907.3 SITE PLANNING <br /> _ SETIP415781. <br /> 90�3© 240.00 — &ENGINEERING <br /> N89027'24"W PLOWE <br /> N <br /> 0 <br /> ENGINEERING, INC. <br /> N <br /> 60 I <br /> 6776 LAKE DRIVE <br /> SUITE 110 <br /> LINO LAKES, MN 55014 <br /> I PHONE: (651)361-8210 <br /> 0 FAX: (651)361-8701 <br /> m <br /> 0 <br /> NORTH <br /> N I <br /> N <br /> 6 <br /> N <br /> Q 1\ <br /> • <br /> 0 10 20 <br /> o , <br /> 0 <br /> a <br /> w <br /> 0 <br /> 1 INCH = 20 FEET <br /> oo <br /> N <br /> I(1 <br /> 6 <br /> N <br /> o Know what's below. <br /> UTILITY PLAN <br /> Call before you dig. <br /> o <br /> 7870 MEADOWVIEW TRAIL <br />