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SYMBOL LEGEND O STORM MANHOLE M CABLE UNDERGROUND LINE 00 Lo O GE ELECTRIC OVERHEAD LINE Z � CATCH BASIN U E ELECTRIC UNDERGROUND LINE (Loo 0 CURB INLET FO FIBER OPTIC UNDERGROUND LINE O •i 0 Y GAS NATURAL GAS UNDERGROUND LINE co o o ® FLARED END L a� c SANITARY SEWER PIPE o ca o O ■� -.0 � L SANITARY MANHOLE �� STORM SEWER PIPE m00 � HYDRANT T TELEPHONE UNDERGROUND LINE J a? WATERMAIN PIPE J W M 3: ('0 � ►t GATE VALVE & BOX DRAINTILE PIPE J N N ® WATER SHUTOFF LIGHT POLE O LLJ � N UTILITY NOTES Wo 00 U L0 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and 0 LO relocations from existing utility locations to the proposed building, as well as to all onsite amenities. J > Z These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, J J electric, site lighting, etc. Im 2. All service connections shall be performed in accordance with state and local standard 0. W W LU �_ CB specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) I..L z 'a ��5 GQ I I Q Q it f th Cit TOP=929.2 may require a permit e y. I I l I l l l 1 > z `� INV=925.6 S >J 0o W 0 ` I INV=925.6 W �� Q J I 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any J J m °> ilw _ demolition or excavation. o Z c� a� ^ I (n U w I�' I 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours Q I prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. / L TOP"-927.4 SAN LL `� o I I 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where Z U O II 54. I I INV=922.3 S TOP=929.1 = EX SAN MH / RCP ST T/ / INV=921.9 W INV=917.9 BOTH located within 10 feet of waterlines or the building. O II IS/ CC / TSAN SANOP=928.4 INV=923.3 E No FLOW . CORE DRILL & INV=919.1 NW&SW �� CONNECT TO EXISTING INV_918.7 E > > -> > > I 6. All roof drainage storm sewer piping shall be Schedule 40 PVC, unless noted otherwise. �^ �pSTS RIM = 929.10* V J DITCH 6" PVC ROOF LEADERS (TYP EACH g� << �� <� Qa�24"RCP ST S < ° INV = 917.90* I 7. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint v, O COORD. LOCATIONS W/MECH &ARCH SMH ° a 11 a�4.9 S p p g g t W 151 LF 8" PVC /SANS 66 LF 8 PVC CB 12 .8 W I pressure test. Installation shall meet ASTM C2321. ' �� ^� @ 0.40% RIM = 928.2* .0 N CO o CO � z � _ INV- 930.77 @ 0.40/o INV- 830.17 8 LF 8" PVC @ A INV _ 925.3* (W) 8. All RCP pipe shown on the plans shall be MN/DOT class 3. I / 8 LF 6" PVC 0.40% � � o INV - 925.1 N � � INV= 930.66 9. Maintain a minimum of 7 /z of cover over all water lines and sanitary sewer lines. Where 7 /2 of v CO 1 1 `�L 10 LF 15" RCP @ 3.0% 7 _ Z I cover is not provided, install 2" rigid polystyrene insulation (MN/DOT 3760)with a thermal L INV = 930.81 CO 68 LF 6" PVC 0.50% I I I ( I SAN MH 1 75 LF 8" PVC @ 0.40% A @ � - CB 13 * I resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8'wide, I I INV= 930.14 I I I I I I I I RIM = 930.00 15135 I-III CB 7 I1 I RIM = 928.2 I centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5, 0 � ID I INV= 918.16 INV= 925.6* use 4" of insulation. J co 00 N .. FOREST 53 LF 12" HDPE RIM = 932.91 Z 60 LF 6" PVC 0.40% n S BLV[ p0 STMH 2 @ 0.40% INV= 930.32 (NE) _ = I I n/ m O I / CLEANOUT RIM = 933.70 10. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or IJ_ �/ LO i � INV= 929.82 (W/S) I I I.J� � � / INV= 925.95 INV = 929.84 �> 15' EXISTING above), install sewer piping of materials approved for inside building use for 10 feet on each side ofi-1 J O 'LLJ CO 9 LF 8" PVC @ 2.0% 88 LF 6" PVC CB 8 67 LF 12" HDPE S BUILDING - - I I 107 LF 8" PVC N I I the crossing. 0 m w CZ INV = 931.05 INV = 930.19 @ 0.40% RIM - 933.00 @ 0.40/o - - @ 0.40% NNOOT FIND U- c / I 11. All watermain piping shall be C-900 PVC, or class 52 ductile iron pipe, unless noted otherwise. O 54 UNIT INV= 930.03 U- - OUTLET FOR PIPE. I w O LjJ ILL APARTMENT • )> rillV w SMH CB 11 L TOP=931.4 RIM = 828.60* I I 12. Pressure test and disinfect all new watermains in accordance with state and local requirements. 0 o - - �- � QO c BUILDING CB 5 CB 6 INV=923.15 N O 15 LF 10" PVC INV=923.2E INV = 823.35* N O = I FFE = 934.50 o RIM - 932.78 RIM - 933.00 * 13. Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12, PVC SDR-26 for depths Z LL 6 o @ 0.40/o INV - 929.78 INV - 930.05Ev INV = 923.15 W/SW I I rY p p g p p 3 ' CO COORD. W/MECH - - ) ) 44 LF 15" I SAN MH 2 I between 12 and 26, and class 52 D.I.P. for depths of 26 or more, unless specifically noted ` LO INV = 929.55 N/S - 290 LF 8" r INV = 931.07 INV= 926.13 RCP @ 0.52% h RIM - 931.15 otherwise on plans. M ° 78 LF 8" PVC @ 2.0% PVC @ 2.0% I I �/ � 83 LF 6" PVC @ 0.40% 8" GV& BOX 45 INV= 918.59 - LL COORD W/ MECH BEND (2) > > > > > �" Q O Z O O / 66 LF 6" PVC CO SAN MH 3 - . . - . . - . . - . . 7 r Q L o INV = 930.32 47 LF 6" PVC 0.50% _ STMH 5 Z v @ JNIT GARAGE INV- 929.40 5 L @ 0.40/o RIM = 933.26 � G t RIM = 93138 INV = 930.29 FFE=933.50 I I I O �o C H STMH 1 INV= 924.39 C) � c 11i I I v 64 LF 6" PVC 0.50% INV = 923.38 rT202 U U a' CO RIM = 934.06 T \ J v @ 94 LF 15" RCP W I Lu J o 06 INV= 930.06 106 LF 15" w w INV= 930.74 0 84 LF 12" HDPE CB 1 @ 0.52% w w a 40 LF 10" _ HDPE @ 0.40/oUJ 8 LF 6" PVC 00 @ 0.40% RIM = 932.67 „ U) (� 15097 15095 15093 o PVC @ 134 LF 10" CB 3 INV= 928.58 (W/E) 19 LF 24 HDPEw I w @ 0.40/o 0 /73 LF 18" HDPE @ 0.40% w w 27'x76' I hereby certify that this plan, 040/o SCH40PVC RIM = 932.50INV = 929.08 (SW/N) W W HOME PAD CO o 0.40% INV- 929.36 @ 0.40% FES INV - 928.50I specifications or report was prepared INV = 930.71 @ - SUMP = 924.58 „ z z (TYP) 4"x8"WYE TYP 16 Y Y p » » » » 62 LF 16 SCH 40 �_ _ ( ) b me or under m direct supervision JJ ° I- ~ J J COORD. LOCATIONS and that I am a duly licensed 3 Itl � CB4 38 LF 18" HDPE @ 0.40% CB 2 PVC @ 0.52/o Z = _`O 70 LF 6" PVC RIM = 933.00 85 LF 20 HDPE w U U W/MECH & OWNERProfessional Engineer under the laws I I 0.40% U STMH 3 RIM = 932.65 � _ I 0.40% 22.5° BEND w 2 I of the state of Minnesota. @ INV = 929.90 6 HYDRANT ,� / �� RIM = 933.02 INV = 928.92 �� N U w a Q FES INV= 930.10 ' CO STMH 4 CB 10 Q Q 83 LF 8" PVC 0.40% 6" GV& BOX INV= 929.21 270 LF 6" PVC 0.50% z w SAN MH 4 INV= 930.43 @ @ RIM = 931.00 RIM = 930.00 Q 22.x24� CONNECT TO 8 LF 6" PVC 6"x8" TEE » » » �> INV= 923.87 INV= 924.19 o I RIM = 932.37 GARAGE - 16 LF 12" RCP @ 0.81% INV= 920.61- (TYP) EX. 12" WM @ 0.40% - - INV = 930.43 io uNlr GARAGE I� - I �I 6 PVC ROOF LEADER 6 x8 TEE L ® CO FFE=933.50 o I INV 930.40 - TYP 12 TOTAL BETWEEN 4 GARAGES) I I I I I-8"WM I Date: Lic. No.: L . . . - . �� \ 6" HYDRANT <<_ 92RCPSTSco l( Rev. Date Description �I I--8"WM-1 I �8"WM I - �- - - 6" GV& BOX - - - - - - - p // 1IIIIIIIIIIIE I I STMH X 12"x8" TEE 8"x8"TEE - 22.5° BEND RIM = 930.25 FUTURE 8" x 8" TEE 12" PLUG OE - OE 8" GV& BOX - � INV= 924.32* 8" GV& BOX H e STUB TO 8„ GV& BOX OE OE OF OE 29 LF 15" RCP @ 0.52% OE OE OE OE WELL#1 60 LF 15" CMP @ 0.50 % � � CB9 FES INV = 930.40* w 15'RCP RIM = 930.00 O , t N Lu 1_� srs INV= 924.35* z w O 1 1 1 1 Project#: 12226070.000 Drawn By: BDM c� T I Checked By: MJW o D >T > > > > > > > L> GEC Issue Date: 08.05.22 cn I T7 0 < cry CO > T < < < 1 N`� Sheet Title: ro M N� m�CY) 0 0 Q�» I D I I I � �, I I � ; I I ,., I I I I I I � � �� UTILITY PLAN NORTH Sheet: 0 20 40 80 01 P:\Projects\Projects-2022\12226070-Hugo East Apartments& Manufactured Homes\C. Design\Drawing Files\12226070 C400- Utility.dwg