04/14/2021 P&Z Packet - Laserfiche WebLink

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\ I I I SANITARY SEWER NOTES: I i I 1. TRACER WIRE REQUIRED ON ALL NON—CONDUCTIVE MAINLINE PIPE, \7 \ I I LATERALS, SERVICES, MANHOLES, CATCH BASINS, STUBS, UTILITY _ I LOCATION BOXES AS REQUIRED BY THE SPECIAL PROVISIONS. WATERMAIN NOTES: 1. ALL WATERMAIN SHALL BE PVC C900 UNLESS OTHERWISE NOTED. 2. ALL FITTINGS SHALL MEET AWWA C153 REQUIRMENTS. 3. TRACER WIRE REQUIRED ON ALL NON—CONDUCTIVE PIPE PER CITY NOTE: I SPEC. 8" PLUG I STUB-1 N CONNECT TO EXISTING 8DIP 4. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. � � I I � 0+86.00 WATERMAIN W/8" G.V. HYDRANT CONTRACTOR TO FIELD I SERVICE NOTES: / 8"X6"TEE W/6"GV 8"GV � + VERIFY LOCATION & ELEVATION. I I I 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN DO / I OU TLOT A 10'-6"DIP CL52 MH-1 I STREAM MANHOLES. / / I GND. ELEV.=917.7 8"X8" 0 MH-11 EX—STUB-6000 I I 2. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. L- - - - - - - - - - - - - - - - - - - - - STA:3+17.8 CROSS c°'i 0+52.82 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — J I 8" PLUG 8"xs"TEE I MH—EX-6000 0- STREET A PRIVATE 6"GV - 0+15.11 �� 3+37.16 8" PVC C 00 WM E 8" DIP FMr s' METAL FENCE BASIN 1 P \\ — 1 + I I 1 r 1 POST MARKER 6+50 6+00 5+00 4+00 3+ 0 2+00 1 —��— —� PL PAINTED GREEN D / / O I 2" x 2" HARDWOOD / o \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� - - - - - - - - - a> - - - - I 3' a C / I �` I F \ // 6" PVC SCH 40 HYDRANT W/6"GV w v 0 I I- D \ /�� / SERVICE PIPE GND. ELEV.=919.3\ _ INV=911.9 DEPTHS GREATER THAN iv _I 14' WHERE RISER APPROVED SLOPE 2X MIN. _I AIRTIGHT \ / STA:2+36 6" PVC SCH 40 I IIlk BY ENGINEER. PLUG OR r SERVICE PIPE I CAP \ I GREASE TRAP _ INV=911.7- 6" PVC SCH 40 LL1 WETLAND A \ I BY OTHERS STAI:1+45P SERVICE PIPE �� INV=911.4 I Q .� _' 45' BEND 6 PVC C900 WM STA:1+00 I _j - SERVICE PIPE ` GRANULAR BEDDING v I I � I 'I I _ I=!- — MATERIAL (COMPACTED) 0 U TL O T A HYDRANT GREASE TRAP — SERVICE 1 _ 8"X6"REDUCER W/6"GV BY OTHERS I _I WYE I I 0 . 6'-6"DIP CL52 I -I 1- SERVICE WYE TO BE GND. ELEV.=919.4 : } I i Q it , _I- EMBEDDED IN CONCRETE D I 8 a I I_ MAX. 45' / I 8"-45'BEND ° I I I I _ u NOTE: SERVICE PIPE TO BE PVC, —I SCH. 40 (ASTM D-•2665). —� WITH RISER SOLVENT WELD ALL JOINTS. L O T 1 I i ! I I(�I—III—I�I—� 0 25 50 100 MH—EX6001 GRAPHIC SCALE IN FEET /L I BENCH MARK g �I - - - - - - - - - J / TOP NUT HYDRANT IN N.W. VI % L — — - - - - - - - - - L - - _ - - - - - - - - - — / QUAD. OF OTTER LAKE ROAD — — — — — — — — — I & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET STUB FOR FUTURE STREET STREET A (PRIVATE) EL=920.47 W 930 1z00 930 000o00 Do Co Co W M 0) 00 z_1 to rn Li^I r M M � 00 _I _I op I I 00 925 co CO °M moo °° CO � 925 0 > o o " 0 00 00 0)ZZZ 0 � � � � CD �CD rnrz z0 X � 0 _ > > > W 0 N Z Z 0 920 M zz >> > 920 � � mz zz PROPOSED GRADE PROPOSED 915 DD GRADE CD CD �� II 1 z � I II 915 X 8" PLUG 0 EXISTING II EXISTING CD O GROUND II GROUND z \ �� z� EX. 8" I I 910 X ✓_ X 8" PVC C900 WM D.LP_WM I I _ 910 — 8" PVC C900 WM CD 1 0 CONNECT TO EXISTING 8" D.I.P. WM coo CONTRACTOR TO 905 M 1 N I I FIELD VERIFY 905 Z N Mo m i i LOCATION & ELEVATI01 >> (000 M00 cnz �J I I I >> w° �LO of wz I I nz ofN co+ L+ II 900 CONNECT TO EXISTIN( 900 'n in a - a SANITARY SEWER 00 N ao U) rn V) I I CONTRACTOR TO 61' 69' _ — FIELD VERIFY 8" PVC SDR 26 8" PVC SDR 26 _ LOCATION & ELEVATI( @ 0.40% ® 2.00% 215' EX. 38' 895 8" PVC SDR 26 8" PVC SDR 26 895 © 0.40% @ 0.40% 890 890 —0+50 0+00 0+50 1+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 PISNEERengineering 01-ENG-118283-SHEET-SSW R CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 I hereby certify that this plan was prepared by Revisions Date 12-16-20 SANITARY SEWER & WATERMAIN TYME PROPERTIES LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 Plan Revisions OTTER CROSSING Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Paul J.Cherne Designed PJC 17 www.pioneereng.com under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN CONSTRUCTION VA3435 LABORS ROAD SUITEDNAIS HEIGHTS,MINNESOTA 5 5. 1 OF 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A.