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SYMBOL LEGEND <br /> O STORM MANHOLE CTV CABLE UNDERGROUND LINE <br /> O CATCH BASIN OE ELECTRIC OVERHEAD LINE <br /> UE ELECTRIC UNDERGROUND LINE <br /> CURB INLET F0 FIBER OPTIC UNDERGROUND LINE P(3PE <br /> ® FLARED END GAS GAS NATURAL GAS UNDERGROUND LINE <br /> > > SANITARY SEWER PIPE ' <br /> O SANITARY MANHOLE » STORM SEWER PIPE <br /> GXHYDRANT —T—T— TELEPHONE UNDERGROUND LINE <br /> I I I WATERMAIN PIPE <br /> H GATE VALVE & BOX >> DT DRAINTILE PIPE <br /> ® WATER SHUTOFF <br /> LIGHT POLE <br /> POPE ARCHITECTS, INC. <br /> I I 1295 BANDANA BLVD N, SUITE 200 <br /> ST. PAU L, MN 55108-2735 <br /> (651) 642-9200 FAX (651) 642-1101 <br /> www.popearch.com <br /> I UTILITY NOTES <br /> X LIJ 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and <br /> Y <br /> >1 w /. / X add X X X - ` relocations from existing utility locations to the proposed building, as well as to all onsite amenities. <br /> —Lu — — °� ' r — — �-0� / These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, <br /> / ^ w <br /> � _ �/ �� �a a — electric, site lighting, etc. <br /> rn <br /> m 00 � / s 2. All service connections shall be performed in accordance with state and local standard <br /> II II I I\ I 1 / specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) <br /> m > - I / /I\ may require a permit from the City. <br /> \ Uz 0mLIBERTY <br /> \\ \\ \\ \\ \\ \\ \\ 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any ` <br /> II arl Aca de m <br /> demolition or excavation. <br /> \\ \\ \\ \\ \\ \\ \\ W 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours <br /> prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. <br /> \\ \\ \\ \\ \\ \\ \\ Q 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where <br /> located within 10 feet of waterlines or the building. Larson <br /> \\ \\ \\ \\ \\ \\ \\ 6. Maintain a minimum of 7 1/2 of cover over all water lines. Where 7 1/2' of cover is not provided, install Engineering n c. <br /> 2" rigid polystyrene insulation (MN/DOT 3760)with a thermal resistance of at least 5 and a 3524 Labore Road <br /> compressive strength of at least 25 psi. Insulation shall be 8'wide, centered over pipe with 6" sand White Bear Lake, MN 55110 <br /> \\ \\ \\ \\ \\ \\ \\ o cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. <br /> I 651.481.9120 (f) 651.481.9201 <br /> 7. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or www.larSonengr.Com <br /> above), install sewer piping of materials approved for inside building use for 10 feet on each side of <br /> a O the crossing. <br /> ©2022 Larson Engineering, Inc. All rights reserved. <br /> \\ \\ \\ \\ \\ \\ \\ 0 U 8. See Project Specifications for bedding requirements. <br /> LL <br /> oLD L0 <br /> \\ \\ \\ \\ \\ \\ \\ <br /> LIBERTY CLASSICAL <br /> 0 CO ACADEMY PHASE 1 <br /> � v <br /> � � <br /> \ \ \ \ \ \ \ 00 - vI <br /> w z Co RIP-RAP CD 10158122nd ST N, <br /> z P: II <br /> \ \ \ \ \ \ \ Z `� HUG 0, M N 55038 <br /> \ \ \ \ \ \ \ O X > . RE 987.39 <br /> \ \ \ \ \ \ \ U W Z (I.',�E��998821,6"2(,8) I.E.=981.6(N) I.E.=981.7(N)E.=98NVER I.E.=981.8(S) <br /> E9818(S) I E IN INVERT <br /> >> <br /> 12-INCH PV5> 12 INCH PVC ° 12-INCH PVC 12-INCH R.C.P. 15-INCH R <br /> >) .E=981.14(N) <br /> R.E. 87.49 PVC V 1 I <br /> 82.3(SE) a <br /> ° <br /> 12-\ > > Q <br /> \ \ \ \ \ \ \ I.E.=982.2( N <br /> \ \ \ \ \ \ \ I.E.=982.6(W)W) = N w a CD 0 <br /> � a <br /> E.=987.54 N c <br /> I.E.= 987.SE) \NGNPVC E.=987.49 1987.52 u LL I 0 12 I.E.=982.7(E) .E.=987.54 <br /> I.E.=983.4(SW) I.E.=982.9(E) 12 INCHPVC I.E.=983.0(N ) <br /> I.E.=983.1(SW) ° I.E.=982.9(E O I 0N <br /> 12-INCH PVC I.E.=983.2(NW) a <br /> o. . L 1_ <br /> = o <br /> CD Q 0 z <br /> z <br /> 0 <br /> 0 <br /> °a 3 <br /> L U <br /> a <br /> o LLJ <br /> =a Q <br /> (n z <br /> GAS O <br /> A` GAS AS GAS GA N z <br /> � I <br /> 10158 122ND STREET NORTH ° <br /> T T <br /> ® T T -� w <br /> 0 ° <br /> �E UE <br /> U � O <br /> a \ ° Q <br /> OVERED ° o. <br /> a I <br /> ,WELL ACCi SS BO nQ <br /> 0 <br /> a"': o.'. 5.. ° 9EBQ FBO FBO FBO <br /> FB0 <br /> FBO FBO FBO- <br /> °. a V o <br /> v o Ip <br /> v 0❑U� QQ UTILITY <br /> UH <br /> 0 ' ' ' `U W <br /> 0 00 0 Q <br /> � I PLAN <br /> SHED sues and Revisions: <br /> a <br /> TRASH BP2- Permit Set 3-22-22 <br /> ENCLOSURE "v <br /> BCWD Comments 4-11-22 <br /> v <br /> V / <br /> I Q <br /> e. O <br /> a'o <br /> a' <br /> 9 $ I Cn <br /> Q <br /> ° <br /> a. <br /> P.v W I I <br /> �.. 0. <br /> I <br /> Q I hereby certify that this plan, specifications or report <br /> a. CD was prepared by me or under my direct supervision <br /> y and that I am a duly licensed Professional Engineer <br /> a under the laws of the state of Minnesota. <br /> X <br /> o� I <br /> Eric G. Meyer, P.E. <br /> Date: 03.22.22 Lic. No.: 44592 <br /> O <br /> TG AS GAS Commission No: 12226016 <br /> —�— — �' Drawn b KBK <br /> OE OE OE OE OEOE <br /> EGM <br /> Checked b�: <br /> iv ELLER AVENUE NORTH I SHEET <br /> (FORMERLY OWN AS TOWNSHIP ROAD NO. 13) U NORTH <br /> 0 <br /> 0 10 20 40 <br /> TRUE SHEET SCALE <br /> 0' 1/2' 1" <br /> P:\Projects\Projects-2022\12226016-Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C400.dwg <br />