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I \ I\r <br /> IN, KEY NOTES GENERAL o CD <br /> 0 <br /> \ . CLEANOUT, DETAIL 10/C601 — — PROPERTY LINE <br /> \ ^r O EASEMENT LINE .. � IT <br /> �\RCP PER RECORD DRAWING / O2 GATE VALVE AND BOX, DETAIL 11/C601 r o <br /> RIGHT-OF-WAY LINE � � � � <br /> ) - - SETBACK LINE O .� o � 0 <br /> L U C <br /> SYMBOL LEGEND o 10 N o <br /> i L <br /> N <br /> r •— M CO " 0) <br /> � _3 a) °0 — w <br /> WATERMAIN PIPE <br /> \ \ SANITARY SEWER PIPE � o <br /> r \ co <br /> o CLEANOUT (CO), DETAIL 10/C601 W M co <br /> 8" (PER CORD DRAWING) N <br /> \\� � ►t GATE VALVE & BOX, DETAIL 11/C601 0 <br /> CONNECT TO \ O <br /> EXISTING 8" STUB CO . <br /> INV: 907.33 `--0--l' <br /> 8" PVC (PER RECORD DRAWING) <br /> \� CONNECT TO EXISTING 8" PVC STUB\ U O <br /> USE VERTICAL BENDS AS NEEDED <br /> [INV: 905.89* \ J <br /> 8" GV& BOX _ J LL] <br /> 00 <br /> O <br /> 45' BEND 450 BEND 18" (PER RECORD DRAWING)--______ U� LO <br /> ROSEM INV(S). 914.8( <br /> Y WAY N. UTILITY NOTES LJJ m <br /> INV (N): 914.70 S <br /> > — \ r , I I / 1. It is the responsibility of the contractor to perform or coordinate all necessary CC ` � w <br /> •/ G w � <br /> _ 24" (PER RECORD DRAWING) I utility connections and relocations from existing utility locations to the proposed Q Q <br /> I I I building, as well as to all onsite amenities. These connections include but are Z W <br /> not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site rn NV: 909.02 1 C <br /> _ lighting, etc. o �+/ v J J <br /> >> 21 RCP (PER RECORD-Bi�A�/ING) <br /> I _ — J <br /> — — F, 2. All service be in state local <br /> ~ <br /> \ \ — � servce connections s e per n accordance w e an oca � � Cn <br /> standard specifications for construction. Utility connections (sanitary sewer, U Z <br /> �. y \ / / watermain, and storm sewer) may require a permit from the City. O0 <br /> o <br /> = GP <br /> / ~ <br /> _oo o / 3. The contractor shall verify the elevations at proposed connections to existing L.L C CO <br /> J C'i LL GP / . utilities prior to any demolition or excavation. v G <br /> U)v, <br /> N / / / / 4. The contractor shall notify all appropriate engineering departments and utility <br /> companies 72 hours prior to construction. All necessary precautions shall be Z <br /> O made to avoid damage to existing utilities. o <br /> INV: 910.05 � / <br /> / 5. Storm sewer requires testing in accordance with Minnesota plumbing code <br /> 4714.1107 where located within 10 feet of waterlines or the building. <br /> 6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM o <br /> D3212 joint pressure test. Installation shall meet ASTM C2321. LL '^ <br /> 7. All RCP pipe shown on the plans shall be MN/DOT class 3. <br /> C/) 00 <br /> 8. Maintain a minimum of 7 'h' of cover over all water lines and sanitary sewer lines. o Z MO <br /> Where 7 '/2 of cover is not provided, install 2" rigid polystyrene insulation Z W Lo <br /> O , / Q05 (MN/DOT 3760)with a thermal resistance of at least 5 and a compressive <br /> 2 8 GV& BOX o / O strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6" Z <br /> O 45 BEN / OF; / Q� ' " <br /> sand cushion between pipe and insulation. Where depth is less than 5, use 4 <br /> ^ J <br /> ^ COORD. W/ MECH. O01 I Pc� Vol, / of insulation. o <br /> INV: 913.33 I I <br /> 450 BEND <br /> / . Q � o <br /> > ^ / / 9. Install water lines 12" above sewers. Where the sewer is less than 12 below the 0 <br /> COORD. W/ MECH. �' / / water line (or above), install sewer piping of materials approved for inside Q <br /> INV: 913.33 ®� 1 CO Op GPG' / / building use for 10 feet on each side of the crossing. <br /> O1 CO INV: 911.95 <br /> INV: 913.33 ®� , F� 1 / / �. j / 10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 100 Q <br /> 93 UNIT <br /> APARTMENT BUILDING \�GPr�O 11. See Project Specifications for bedding requirements. <br /> FIFE = 922.00 (ARCH 100'-00") J� �G v) <br /> 12. Pressure test and disinfect all new watermains in accordance with state and local <br /> requirements. <br /> GAS I. / / 13. Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC <br /> 0 <br /> ' / ;• SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26'or a <br /> r LL LL Gp`o P� I more. <br /> / • I 14. A structure adjustment shall include removing and salvaging the existing casting N I hereby certify that this plan, <br /> / <br /> / specifications or report was prepared <br /> assembly, removing existing concrete rings to the precast section. Install new <br /> << \ /O CAP GQ� / CN by me or under my direct supervision <br /> rings and salvaged casting to proposed grades, cleaning casting flange by <br /> mechanical means to insure a sound surface and install an external chimney N and that I a duly licensed <br /> / O Professional <br /> Engineer under the laws <br /> seal from casting to precast section. Chimney seals shall be Infi-Shield Uni-Band of the state of Minnesota. <br /> or an approved equal. O <br /> Oo / <br /> O <br /> Bryan D. Miller, P.E. <br /> Date: xx.xx.2024 Lic. No.: 54950 <br /> ILLJ <br /> z Rev. Date Description <br /> G L <br /> JJ / sue � I ° I <br /> GP / / WI <br /> L/ / I 0 <br /> ° <br /> / I <br /> Project#: 12246027.000 <br /> v . \ Drawn By: NJN <br /> /cToR yv , . I I Checked By: BDM <br /> \ Go <br /> /�� . - JJ / CAP I Issue Date: xx.xx.2024 <br /> V / / I Sheet Title: <br /> � •off• — _ • • . . � ./ <br /> I SANITARY AND <br /> >> >> » » . ,..� \ WATERMAIN PLAN <br /> o - _ NORTH <br /> Sheet: <br /> / 0 15 30 60 <br /> - - i <br /> / /o- / 00 <br /> _ .. _.. 1 . . _ .. _ . . _ .. _ . _ <br /> P:\Projects\Projects-2024\12246027- Hugo West Apartments\2. Design\b. Drawing Files\12246027-C400- Utility.dwg <br />