PROPOSED SEMAPHORE TRAFFIC LIGHT BUILDING SETBACK LINE ROAD RIGHT-OF-WAY LINE RAILROAD RIGHT-OF-WAY LINE DESIGNED

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2 EXISTING PROPOSED IRON PIPE MONUMENT SET ELECTRIC TRNSFORMER SEMPHORE TRFFIC LIGHT LIGNMENT/CENTERLINE WTERMIN MONUMENT FOUND EXHUST VENT SIGNL BOX RIGHT--WY LINE WTERMIN SERVICE CST IRON MONUMENT FOUND FLG POLE SIGNL POLE - RR TEMPORRY ESEMENT WTER SYSTEM MNHOLE STONE MONUMENT FOUND FILL PIPE SOIL BORING CONSTRUCTION LIMITS HYDRNT POST SET GS MNHOLE SIREN CURB & GUTTER HYDRNT W/ VLVE BENCH MRK GS REGULTOR SPRINKLER HED CURB & GUTTER (OUT) VLVE UTO SPRINKLER GS VLVE D STORM MNHOLE BITUMINOUS EDGE CURBSTOP NTENN GS METER TELEPHONE MNHOLE CONCRETE EDGE BEND IR CONDITIONER CCESS GRTE PUBLIC TELEPHONE GRVEL EDGE REDUCER NCHOR HNDICPPED PRKING TILE INLET SILT FENCE-PRESSEMBLED CROSS IR PUMP HND HOLE TILE RISER SILT FENCE-HEVY DUTY TEE PRON HYDRNT TRFFIC RM BRRIER EROSION PROTECTION T INLET PLUG BSKETBLL HOOP IRRIGTION CONTROL VLVE TRFFIC SIGN MNHOLE SLEEVE BIRD FEEDER LIGHT DECORTIVE TRNSMISSION TOWER CTCH BSIN SIGN BENCH LIGHT POLE UTILITY POLE STORM INLET LIGHT POLE BRCE POLE MILBOX VCUUM PRON GURD RIL CTCH BSIN METER VENT PIPE STORM SEWER SOIL BORING CLOTHES LINE POLE POST DECIDUOUS TREE PERFORTED PIPE DRIN WETLND CONTROL POINT MNHOLE CONIFEROUS TREE STORM DRIN TILE BUSH C CLEN OUT COMMUNICTION PEDESTL L LIFT STTION MNHOLE MONITORING WELL STUMP BUSH 3 CULVERT W/PRON STORM MNHOLE NUMBER CONIFEROUS TREE DECIDUOUS TREE CURB STOP VLVE ORDER MICROPHONE WELL SNITRY SEWER DITCH TOP PRK GRILL W WTER MNHOLE SNITRY FORCEMIN DRINKING FOUNTIN GS PUMP W WTER METER SNITRY SEWER SERVICE DOWN SPOUT POST INDICTOR VLVE WTER SPIGOT L SNITRY LIFT STTION ELECTRIC MNHOLE ELECTRIC METER ELECTRIC PEDESTL S PRKING METER SNITRY MNHOLE STELLITE DISH WTER VLVE WETLND / MRSH WETLND - DELINETED SNITRY MNHOLE SNITRY MNHOLE NUMBER OVERHED ELECTRIC LINE UNDERGROUND ELECTRIC LINE GS LINE FIBER OPTIC LINE UNDERGROUND COMMUNICTIONS LINE OVERHED UTILITY LINE WTER SYSTEM STORM SEWER TILE LINE SNITRY SEWER SNITRY FORCEMIN CULVERT INTERMEDITE CONTOURS INDEX CONTOURS COUNTY LINE CITY LIMITS SIXTEENTH LINE QURTER LINE SECTION LINE DJCENT LINES ESEMENT LINE BUILDING SETBCK LINE FENCE LINE GURD RIL CCESS CONTROL LINE CENTERLINE PROPERTY / LOT LINE ROD RIGHT--WY LINE RILROD RIGHT--WY LINE GRVEL EDGE BITUMINOUS EDGE CONCRETE EDGE CURB & GUTTER WTER EDGE WTER CENTERLINE HIGHWTER LINE WETLND EDGE SWLE CENTERLINE RILROD TRCKS TREE DRIP LINE Bolton & Menk, Inc. 2013, ll Rights Reserved H:\MSU\M \C3D\ TITLE.dwg I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. MNKTO, MN FIRMONT, MN SLEEPY EYE, MN WILLMR, MN BURNSVILLE, MN CHSK, MN RMSEY, MN MPLEWOOD, MN BRINERD, MN MES, I LEGEND 2

3 * GGREGTE BSE, CL 7 IS RECYCLED CONCRETE FROM THE DEMOLITION GGE TOWERS. THE CL. 7 WILL BE STOCKPILED ON SITE THE DEMOLITION CONTRCTOR. IF DDITIONL GGREGTE MTERIL IS NEEDED, IT SHLL BE GGREGTE BSE, CL. 5 (100% CRUSHED LIMESTONE) * GGREGTE BSE, CL 7 IS RECYCLED CONCRETE FROM THE DEMOLITION GGE TOWERS. THE CL. 7 WILL BE STOCKPILED ON SITE THE DEMOLITION CONTRCTOR. IF DDITIONL GGREGTE MTERIL IS NEEDED, IT SHLL BE GGREGTE BSE, CL. 5 (100% CRUSHED LIMESTONE) 2.5" TYPE MV WERING COURSE (MVWE35035B) (2350) BITUMINOUS TCK COT (2357) 2.5" TYPE MV NON-WERING COURSE (MVNW35035B) (2350) PLCE 12" GGREGTE BSE, CL 7* (2211) 6" SUBGRDE PREPRTION (2112) (INCIDENTL) 2.5" TYPE MV WERING COURSE (MVWE35035B) (2350) BITUMINOUS TCK COT (2357) 2.5" TYPE MV NON-WERING COURSE (MVNW35035B) (2350) 12" GGREGTE BSE, CL 5 OR CL 7* (2211) SUBGRDE PREPRTION (2112) (INCIDENTL) PLCE BRRIER FRME TOP PRE-CST TOP SLB PLCE BRRIER FRME TOP PRE-CST TOP SLB BITUMINOUS PVEMENT TYPICL SECTION BITUMINOUS PTCH TYPICL SECTION CORSE FILTER GGREGTE PLCED TO COVER PERFORTIONS CORSE FILTER GGREGTE PLCED TO COVER PERFORTIONS #4 EPOXY COTED BRS T 2' O.C. ECH WY MINIMUM COVER T BOTTOM SLB CORSE FILTER GGREGTE PLCED TO COVER PERFORTIONS CORSE FILTER GGREGTE PLCED TO COVER PERFORTIONS 6" FIBERMESH REINFORCED CONCRETE WLK 3" GGREGTE BSE, CL 5 OR CL. 7* (2211) (INCIDENTL) SUBGRDE PREPRTION 8" CONCRETE DRIVEWY PVEMENT (2531) 3" GGREGTE BSE, CL 5 OR CL 7* (2211) (INCIDENTL) SUBGRDE PREPRTION (2112) (INCIDENTL) TOP VIEW TOP VIEW CONCRETE WLK CONCRETE DRIVEWY PRON OPENING IN WLL PERFORTED WLL OPENING IN WLL PERFORTED WLL FLP POCKET 2 FRME CTCH BSIN WLL FRME CONE SECTION WLL INLET SPECIFICTIONS S PER THE PLN DIMENSION LENGTH ND WIDTH TO MTCH 1 INLET PROTECTION PERFORTED WLL GEOTEXTILE FBRIC, TYPE WOVEN MONILMENT CONFORMING TO SPEC. 3886, TBLE MCHINE SLICE FRONT, BCK ND BOTTOM TO BE MDE FROM SINGLE PIECE FBRIC 2 6" USE REBR OR STEEL ROD FOR REMOVL OR FOR INLETS WITH CST CURB BOX USE WOOD 2x4, EXTEND 10" BEYOND GRTE WIDTH ON BOTH SIDES, LENGTH VRIES, SECURE TO GRTE WITH WIRE OR PLSTIC TIES 4"x6" OVL HOLE SHLL BE HET CUT INTO LL FOUR SIDE PNELS MINIMUM DOUBLE STITCHED SEMS LL ROUND SIDE PIECES ND ON FLP POCKETS INLET PROTECTION GEOTEXTILE BG 1 2 NOTES: INLET PROTECTION DEVICES SHLL BE MINTINED OR REPLCED T THE DIRECTION THE ENGINEER. MNUFCTURED LTERNTIVES PPROVED ND LISTED ON THE DEPRTMENTS EROSION CONTROL PRODUCT CCEPTBILITY LIST MY BE SUBSTITUTED. WHEN REMOVING OR MINTINING INLET PROTECTION, CRE SHLL BE TKEN SO THT THE SEDIMENT TRPPED ON THE GEOTEXTILE FBRIC DOES NOT FLL IN THE INLET. NY MTERIL FLLING INTO THE INLET SHLL BE REMOVED IMMEDITELY. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED, SHLL EXTEND MINIMUM 10" ROUND THE PERIMETER TO FCILITTE MINTENNCE OR REMOVL. FLP POCKETS SHLL BE LRGE ENOUGH TO CCEPT WOOD 2x4. INSTLLTION NOTES: DO NOT INSTLL PROTECTION IN INLETS SHLLOWER THN 30", MESURED FROM THE BOTTOM THE INLET TO THE TOP THE GRTE. TRIM EXCESS FBRIC IN THE FLOW LINE TO WITHIN 3" THE GRTE. THE INSTLLED BG SHLL HVE MINIMUM SIDE CLERNCE, BETWEEN THE INLET ND THE BG, MESURED T THE BOTTOM THE OVERFLOW HOLES, 3". WHERE NECESSRY THE CONTRCTOR SHLL CLINCH THE BG, USING PLSTIC ZIP TIES, TO CHIEVE THE 3" CLERNCE. THE TIES SHLL BE PLCED T MXIMUM 4" FROM THE BOTTOM THE BG. 0.5" R SLOPE 0.75" PER FOOT 3" R 18" 8" CONCRETE CURB & GUTTER DESIGN B618 6" 0.5" R 1 NOTE: CURB SHLL BE PLCED IN TILTED POSITION S SUCH TO PROVIDE 3" DEPTH FROM THE TOP CURB TO THE FLOWLINE WHEN MESURED ON LEVEL PLNE. MOUNTBLE CONCRETE CURB & GUTTER Bolton & Menk, Inc. 2012, ll Rights Reserved H:\MSU\M \C3D\ DETILS.dwg NOTE: DETILS RE I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. DETILS 3

4 CSTING S SPECIFIED VRIES GRDE STEPS S SPECIFIED SIZE S SPECIFIED MIN 3 MX 6 CONCRETE DJUSTING RINGS WITH NON-SHRINK GROUT ND PLSTERED 1/2" THICK INSIDE ND OUT PLCE BITUMINOUS MSTIC BETWEEN SECTIONS BRICK ND MORTR FILL VOID BETWEEN PIPE ND STRUCTURE WLL, POURED CONCRETE DOGHOUSE ROUND PIPE STORM SEWER PIPE GROUT INVERT PLN COVER TOP BRS NOT SHOWN COVER DI CLER REINFORCING ND EXTR BRS STNDRD PLTE 4020) VRIES CSTING S SPECIFIED GRDE STEPS S SPECIFIED SIZE S SPECIFIED MIN 3 MX 6 CONCRETE DJUSTING RINGS WITH NON-SHRINK GROUT ND PLSTERED 1/2" THICK INSIDE ND OUT PLCE BITUMINOUS MSTIC BETWEEN SECTIONS 1-1/2" BRICK ND MORTR FILL VOID BETWEEN PIPE ND STRUCTURE WLL, POURED CONCRETE DOGHOUSE ROUND PIPE STORM SEWER PIPE 14" MIN 1 1/2" 2'-0" 24" x 36" OPENING PLN COVER TOP BRS NOT SHOWN MIN THREE PPROVED HNDLING DEVICES T 120 SPCING 3" REINFORCING ND EXTR BRS STNDRD PLTE 4022) PRECST CONCRETE BSE STNDRD PLTE 4011) TYPICL DESIGN 4020 MNHOLE/CTCH BSIN NOTES: 1. SHTO HS 25 LODING MX FILL HEIGHT 15' 2. THE # 4020 SHLL BE PERMNENTLY MRKED ON THE TOP COVER 3. EQUIVLENT STEEL RES IN WIRE MESH MY BE USED 4. REINFORCEMENT PER SPEC 3301, GRDE 60 SINGLE HOOP 8ga STEEL WIRE DESIGNTION: DESIGN DIMETER - STNDRD PLTE # DESIGN STORM SEWER STRUCTURE DESIGN " MIN PLUG DIMETER OPTIONL HNDLING DEVICE REINFORCING STNDRD PLTE 4020) MNHOLE DI SECTION - CLER CLER 'T' STNDRD PLTE 4020) NOTES: TYPICL DESIGN 4022 CTCH BSIN 1. SHTO HS 25 LODING MX FILL HEIGHT 15' 2. THE # 4022 SHLL BE PERMNENTLY MRKED ON THE TOP COVER 3. EQUIVLENT STEEL RES IN WIRE MESH MY BE USED 4. REINFORCEMENT PER SPEC 3301, GRDE 60 SINGLE HOOP 8ga STEEL WIRE GROUT INVERT PRECST CONCRETE BSE STNDRD PLTE 4011) DESIGNTION: DESIGN DIMETER - STNDRD PLTE # DESIGN STORM SEWER STRUCTURE DESIGN 4022 COVER DI REINFORCING STNDRD PLTE 4022) MNHOLE DI SECTION - CLER CLER 'T' STNDRD PLTE 4022) COMPCTED BCKFILL S SPECIFIED BCKFILL WITH SELECTED MTERIL FROM EXCVTION 1.0' Bc 12" (MIN) SUBGRDE CONTRCTION JOINT (TYP) TPER CURB TO MTCH CONCRETE PRON CONCRETE DRIVEWY PRON (SEE TYPICL SECTION) RC PIPE CLSS S SPECIFIED DI B CORSE FILTER GGREGTE (314H) 4" PERFORTED SDR-35 PVC PIPE VRIES (4' TYPICL) 36" OR LESS B + 24" 42" TO 54" 1.5 x B 60" OR OVER B + 36" 2" 8" MIN 10' TPER CONCRETE DRIVEWY PRON 10' TPER RC PIPE CLSS "C" BEDDING PERFORTED PVC UNDERDRIN Bolton & Menk, Inc. 2012, ll Rights Reserved H:\MSU\M \C3D\ DETILS.dwg NOTE: DETILS RE I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. DETILS 4

5 NOTES: 1. EXISTING CONDITIONS, S SHOWN, RE THE NTICIPTED EXISTING CONDITIONS FTER THE DEMOLITION GGE TOWERS. 2. THE GGE TOWER DEMOLITION CONTRCTOR IS RESPONSIBLE FOR REMOVL THE EXISTING UNDERGROUND ND SURFCE IMPROVEMENTS, EXCEPT S SHOWN. PLUG ND BNDON EXISTING STORM SEWER BEYOND PROPOSED PRKING LOT IMPROVEMENTS 3. THE GGE TOWER DEMOLITION CONTRCTOR IS RESPONSIBLE FOR GRDING THE SITE TO THE PPROXIMTE PRKING LOT SUBGRDE ELEVTIONS S SHOWN. 4. VERIFY LL UNDERGROUND UTILITY LOCTIONS PRIOR TO CONSTRUCTION. REMOVE STORM SEWER PIPE 5. PROTECT LL REMINING TREES FROM DMGE DURING CONSTRUCTION EXCEPT S INDICTED OR DIRECTED THE OWNER OR ENGINEER. REMOVE STORM STRUCTURES PROTECT EXISTING TUNNEL 6. PROTECT LL SURFCE ND UNDERGROUND IMPROVEMENTS NOT MRKED OR DESIGNTED FOR REMOVL. 7. THE CONTRCTOR SHLL CONSTRUCT ND MINTIN 2' GRVEL CUSHION OVER THE TOP THE TUNNEL T THE PRKING LOT ENTRNCE. REMOVE TREE PROTECT TREES (TYPICL) REMOVE TREE VERIFY USE STORM DRIN LINE, MINTIN SERVICE OR BNDON S DIRECTED REMOVE STORM STRUCTURE REMOVE STORM SEWER PIPE PROTECT RETINING WLL, SIDEWLK ND STORM STRUCTURE DEMOLITION CONTRCTOR REMOVE STORM STRUCTURES REMOVE STORM SEWER PIPE BM= CORNER STDIUM RD & ELLIS VE BM= CORNER LOT 1 Bolton & Menk, Inc. 2013, ll Rights Reserved H:\MSU\M \C3D\ EX CONDITIONS.dwg 0 HORIZ. SCLE FEET I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. EXISTING CONDTIONS ND REMOVLS 5

6 NOTES 1. STORM WTER POLLUTION PREVENTION PLN ND NPDES CONSTRUCTION STORM WTER PERMIT HVE BEEN DEVELOPED ND IMPLEMENTED FOR THIS SITE THE DEMOLITION CONTRCTOR. THE PRKING LOT CONTRCTOR WILL BE REQUIRED TO TKE OVER THE CONTRCTOR RESPONSIBILITIES THE PERMIT VI COMPLETION THE NPDES PERMIT TRNSFER FORM. UPON COMPLETION THE TRNSFER, THE CONTRCTOR MY UP THE SWPPP S NEEDED TO FCILITTE CONSTRUCTION OPERTIONS. 2. SHOWN RE THE EROSION ND SEDIMENT CONTROL BMPS MOST LIKELY TO BE INPLCE S PRT THE DEMOLITION CONTRCT. CTUL BMPS MY VRY DEPENDING ON THE CONTRCTOR'S OPERTIONS. 3. THE PRKING LOT CONTRCTOR WILL SSUME LL RESPONSIBILITY FOR THE MINTENNCE ND REMOVL LL EROSION ND SEDIMENT CONTROL BMPS INSTLLED ON THE PROJECT SITE T THE TIME THE PERMIT TRNSFER. 4. SEED (MIX 260, CT), FERTILIZE ( , TYPE 1) ND HYDROMULCH (TYPE 8) LL DISTURBED RES. 5. SEEDING ND HYDROMULCHING SHLL BE PERFORMED S SEPRTE OPERTIONS. SEED MY BE PLCED USING DROP SEEDING ND CULTIPCK OR HYDROSEED. 6. THE CONTRCTOR SHLL CONSTRUCT ND MINTIN 2' GRVEL CUSHION OVER THE TOP THE TUNNEL T THE PRKING LOT ENTRNCE. LEGEND TREE PROTECTION FENCE ( DEMO CONTRCTOR) SILT FENCE ( DEMO CONTRCTOR) ROCK CONSTRUCTION ENTRNCE ( DEMO CONTRCTOR) INLET PROTECTION ( DEMO CONTRCTOR) INLET PROTECTION BM= CORNER STDIUM RD & ELLIS VE BM= CORNER LOT 1 Bolton & Menk, Inc. 2013, ll Rights Reserved H:\MSU\M \C3D\ ESC.dwg 0 HORIZ. SCLE FEET I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. EROSION & SEDIMENT CONTROL PLN 6

7 NOTES 1. VERIFY LOCTIONS ND ELEVTIONS LL EXISTING UTILITIES. NOTIFY ENGINEER IMMEDITELY TO RESOLVE NY DISCREPNCIES. 2. THE PRKING LOT CONTRCTOR SHLL PLCE GGREGTE BSE, CL. 7 FROM STOCKPILE TO CONSTRUCT THE PRKING LOT. DDITIONL GGREGTE BSE, IF NECESSRY, SHLL BE GGREGTE BSE, CL. 5 (100% CRUSHED LIMESTONE). EXCESS GGREGTE BSE, CL. 7, IF NY, SHLL BECOME THE PROPERTY THE CONTRCTOR ND PROPERLY DISPOSED. 3. SLVGED TOPSOIL FROM THE DEMOLITION ND SITE GRDING WILL BE STOCKPILED S INDICTED ON THE PLNS ( DEMO CONTRCTOR). THE PRKING LOT CONTRCTOR SHLL USE THE SLVGED TOPSOIL FOR BCKFILLING CURBS IN THE ISLNDS ND ROUND THE PERIMETER THE LOT. EXCESS TOPSOIL, IF NY SHLL BE GRDED OUT ON-SITE TO GENERLLY EXTEND THE BERM S DIRECTED THE ENGINEER. IF THERE REMINS EXCESS TOPSOIL, IT SHLL BECOME PROPERTY THE CONTRCTOR ND PROPERLY DISPOSED. 4. LL PRKING LOT STRIPING SHLL BE 4" WIDE YELLOW STRIPES. 5. LL CURB RDII RE DIMENSIONED TO THE BCK CURB 6. LL CURB OPENINGS RE DIMENSIONED TO THE FCE CURB. FOR MOUNTBLE CURB & GUTTER, THE FCE CURB IS 10" FROM THE BCK CURB 7. LL PIPE CONNECTIONS TO STRUCTURES SHLL BE FULLY ENCSED IN POURED CONCRETE "DOGHOUSE" 8. LL CURB ND GUTTER IS MOUNTBLE CURB & GUTTER EXCEPT S NOTED.. THE CONTRCTOR SHLL CONSTRUCT ND MINTIN 2' GRVEL CUSHION OVER THE TOP THE TUNNEL T THE PRKING LOT ENTRNCE. 10. INSTLL 6 E SIGN POST SLEEVES (FURNISHED OWNER) T LOCTION TO BE DETERMINED THE OWNER. BM= CORNER STDIUM RD & ELLIS VE BM= CORNER LOT 1 Bolton & Menk, Inc. 2013, ll Rights Reserved H:\MSU\M \C3D\ SITE.dwg 0 HORIZ. SCLE FEET I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. SITE PLN 7

8 NOTES 1. PROPOSED CONTOURS SHOWN REPRESENT FINISHED GROUND ELEVTIONS. 2. EXISTING CONTOURS SHOWN REPRESENT THE PLNNED EXISTING GROUND T THE COMPLETION THE GGE TOWERS DEMOLITION CONTRCT. 3. LL SPOT ELEVTIONS SHOWN RE T THE TOP BCK CURB UNLESS OTHERWISE NOTED. 4. LL CURB ND GUTTER IS MOUNTBLE CURB & GUTTER EXCEPT S NOTED. CONSTRUCT 10' CURB TPERS FOR DRIVEWY 5. SLVGED TOPSOIL FROM THE DEMOLITION ND SITE GRDING WILL BE STOCKPILED S INDICTED ON THE PLNS ( DEMO CONTRCTOR). THE PRKING LOT CONTRCTOR SHLL USE THE SLVGED TOPSOIL FOR BCKFILLING CURBS IN THE ISLNDS ND ROUND THE PERIMETER THE LOT. EXCESS TOPSOIL, IF NY SHLL BE GRDED OUT ON-SITE TO GENERLLY EXTEND THE BERM S DIRECTED THE ENGINEER. IF THERE REMINS EXCESS TOPSOIL, IT SHLL BECOME PROPERTY THE CONTRCTOR ND PROPERLY DISPOSED. CONSTRUCT PED RMP CONSTRUCT PED RMP LEGEND 1000 PROPOSED MJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED GRDE ND FLOW DIRECTION PROPOSED SPOT ELEVTION BM= CORNER STDIUM RD & ELLIS VE BM= CORNER LOT 1 Bolton & Menk, Inc. 2013, ll Rights Reserved H:\MSU\M \C3D\ GRDING.dwg 0 HORIZ. SCLE FEET I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. GRDING PLN 8

PLN NOTES 1. LOCTION EXISTING UNDERGROUND ELECTRICL VULT CONTINING EXISTING 120/208V, 3-PHSE ELECTRICL PNEL TO BE USED TO SERVE LOT #2 ELECTRICL NEEDS.

9 PLN NOTES 1. LOCTION EXISTING UNDERGROUND ELECTRICL VULT CONTINING EXISTING 120/208V, 3-PHSE ELECTRICL PNEL TO BE USED TO SERVE LOT #2 ELECTRICL NEEDS. THERE RE (4) 1" PVC CONDUITS STUBBED OUT 10'-0" PST VULT FROM THIS PNEL. 2. INSTLL MILLERBERND # ' SELF WETHERING POLE ON MILLERBERND #402 SCREW IN BSE. INSTLL RCEWYS S SHOWN ON PLN FOR OWNER INSTLLED SECURITY VIDEO CMER. 3. REMOVE ND DISPOSE EXISTING DMGED CODE BLUE PHONE CONCRETE BSE ND INSTLL MILLERBERND #4027 SCREW IN BSE. REINSTLL EXISTING CODE BLUE PHONE TO THIS NEW BSE ND EXTEND EXISTING POWER ND VOICE RCEWYS ND 120V CONDUCTORS TO NEW DJCENT PHONE LOCTION. 120V IS SERVED FROM TUNNEL. OWNER WILL EXTEND ND CONNECT VOICE CONDUCTORS. 4. NEW CODE BLUE PHONE LOCTION. INSTLL MILLERBERND #4027 SCREW IN BSE ND INSTLL OWNER PROVIDED PHONE UNIT. INSTLL VOICE ND 120V RCEWY S SHOWN. INSTLL 120V TO THIS NEW PHONE, OWNER WILL INSTLL VOICE CONDUCTORS. 5. IN-GRDE JUNCTION BOX, SIZE S REQUIRED. 6. E.C. TO PROVIDE ND INSTLL PHOTO CELL ON FIRST LIGHT POLE ND LIGHTING CONTCTOR IN VULT TO CONTROL SITE LIGHTING. SEE DETIL THIS. LIGHTING CONTCTOR DETIL N.T.S. GENERL NOTES. FOR LL QUESTIONS REGRDING THIS PLN CONTCT CHRIS HFMNN, PROJECT MNGER MINNESOT STTE UNIVERSITY - MNKTO. CELL (507) ELECTRICL SPECIFICTIONS GENERL Entire electrical installation shall be installed to conform with N.E.C. and all state and local regulations PERMITS This contractor shall obtain and pay for all permits, inspection fees, licenses, etc., necessary for performance of the work included in this contract DEMOLITION Remove, relocate, and extend existing installations to accommodate new construction. Remove abandoned wiring to source of supply. Disconnect and remove electrical devices and equipment serving utilization equipment that has been removed CUTTING Electrical contractor shall do all cutting required for the electrical installation RCEWYS Use rigid steel conduit for exterior exposed locations. Paint conduit to match building finish. Use thickwall nonmetallic conduit for all underground locations. For interior dry concealed locations use rigid steel, intermediate metal conduit, electrical metallic tubing and thickwall nonmetallic conduit. For interior dry exposed locations use rigid steel, intermediate metal conduit, electrical metallic tubing and thickwall nonmetallic conduit. For motor, appliance and equipment connections in dry location use flexible metal conduit. In wet and damp location use liquid-tight flexible metal conduit or flexible non-metallic conduit WIRE ND CBLES ll wiring to be Type THW or THHN copper conductors with 600 volt insulation. 600 volt except where noted otherwise OUTLET BOXES ll devices, wire terminations and splices shall be installed in or made in outlet boxes of sizes required by N.E.C LIGHTING FIXTURES Lighting fixtures are to be as indicated on fixture schedule. pproved equal manufacturers may be approved upon review of submittal of complete fixture data and point-by-point lighting calculations of area being illuminated EXISTING ELECTRICL SYSTEMS Throughout the remodeling of electrical systems in the building, it will be found that some existing circuits will be interrupted that are to remain intact. If such circuitry is encountered, it will be the responsibility of this electrical contractor to do all cutting, patching and rewiring of these circuits required to keep all systems intact and operating. The contractor shall review the site before bidding to familiarize himself with these conditions. No extras will be allowed for reworking of these systems described above INSPECTION SITE Before submitting proposal on the work contemplated, each bidder shall examine the site and familiarize himself with all existing conditions and limitations. No extras will be allowed because of this contractor's misunderstanding as to the amount of work involved or his lack of knowledge of any existing conditions GURNTEE This contractor shall be responsible for the proper installation and working of everything in his contract and shall guarantee to remedy free of charge any defects in electrical equipment, in workmanship or materials that may appear to cause trouble of any kind, for a period of one year from the date of final acceptance of his work. Final acceptance of the work shall not waive this guarantee. c Bolton & Menk, Inc. 2012, ll Rights Reserved I HERE CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. LICENSE KEKO LEITCH NUMBER: :

TRENCH DETAILS MAXIMUM ALLOWABLE TRENCH WIDTH REFER TO STD. DWG. T-4 AND T-4A, SECTION 4.28 AND 4.29 FOR PAVEMENT RESTORATION DETAILS. (MIN.

TRENCH DETAILS MAXIMUM ALLOWABLE TRENCH WIDTH REFER TO STD. DWG. T-4 AND T-4A, SECTION 4.28 AND 4.29 FOR PAVEMENT RESTORATION DETAILS. (MIN. UNTRVELLED RES TRVELLED RES MXIMUM LLOWBLE TRENCH WIDTH d/2+375+h/10 d/2+375+h/10 100 REFER TO STD. DWG. T-4 ND T-4, SECTION 4.28 ND 4.29 FOR PVEMENT RESTORTION DETILS. REFER TO SECTION 4.27 FOR SURFCE