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<br />SITE GRADING NOTES
<br />A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT
<br />ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE.
<br />B. SILTATION AND EROSION CONTROL:
<br />THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR
<br />CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. ALL
<br />(ROSION CONTROL AND SILTA110N CONTROL MEASURES SHALL COMPLY
<br />MATH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL THE
<br />CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL
<br />EROSION AND SILTATION NQUOING. BUT NOT UNITED TO, STAKED
<br />STRAW BALES, ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL
<br />COMMENCE MI TH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL
<br />ACCEPTANCE CF THE WORK BY THE OWNER THE CONTRACTOR'S
<br />RESPONSIBILITY INCLUDES; ALL DESIGN AND IMPLEMENTATION AS
<br />REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE
<br />OWNER MAY, AT 115/TER OPTION, DIRECT THE CONTRACTOR IN HIS/HER
<br />METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS.
<br />ANY DEPOSITING OF SILT OR MUD ON NEW 0R EXISTING PAVEMENT OR N
<br />EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAN
<br />AND EFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, AU.
<br />AT THE EXPENSE OF THE CONTRACTOR,
<br />TEMPORARY AND PERMANENT SEDIMENTATION PODS SHALL BE
<br />CONSTRUCTED WITH THE AURAL GLIDING, THE SEDIMENT MUST BE
<br />REMOVED FROM 11ESE PONDS, AS NECESSARY, PRIER TO COMPLETION 0
<br />THE PROJECT.
<br />G THE CONTRACTOR SHALL COMPLETE THE SHE GRADING CONSTRUCTION N
<br />ACCORDANCE 7M1H THE REQUIREMENTS CF T1E OWNER'S SECS ENGINEER.
<br />ALL SOIL TESTING SHALL BE COMPLETED BY 114E OWNER'S SOILS
<br />(PIONEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
<br />ALL REQUIRED SOIL TESTS AND INSPECTIONS WA111 THE SOILS ENGINEER.
<br />A OE0IECHNCAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
<br />COMPANY.
<br />ADDRESS
<br />PHONE -
<br />DATED:
<br />THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.
<br />D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND
<br />MANTANING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING
<br />9GNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE
<br />MOVEMENT CF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES
<br />SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT CF
<br />TRANSPORTATION STANDARDS.
<br />E. TOLERANCES
<br />1. THE BUILDING SUBGRADE FIM94ED SURFACE ELEVATION SHALL NOT
<br />VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE
<br />PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT 15
<br />MADE.
<br />2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE
<br />ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10
<br />FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE
<br />MEASUREMENT IS MADE.
<br />3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO *111414
<br />0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS
<br />DIRECTED OTIERWISE BY THE ENGINEER.
<br />4, TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 NCH OF THE
<br />SPECIFIED THICKNESS.
<br />F. AFTER THE SITE GRADING IS COMPLETED, F EXCESS OR SHORTAGE OF SOIL
<br />MATERIAL COSTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOL
<br />MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR
<br />IMPORT SUITABLE MATERIAL TO THE SITE.
<br />G. MIEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE
<br />CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE
<br />OWNER TIE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION N0.
<br />3876 WITH TINE USE OF MN/DOT MIXTURE N0. 50A AND APPLIED AT A RATE
<br />OF 100 POUNDS PER ACRE. THE SEEDED AREA SHALL BE MULCHED. THE
<br />MULCH SHALL COMPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE
<br />MULCH SHAT BE APPLIED AND ANCHCIED IN ACCORDANCE ■1111 MN/DOT
<br />SPECIFICATION NO. 2575.3, 51, MULCH SHALL BE APPUED AT THE
<br />RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A
<br />DISC, QOOBUSTER OR OTHER APPROVED EQUIPMENT.
<br />A WOOD FIBER BLANKET SHALL BE FURNISHED AND PLACED N AREAS
<br />VMERE THE SLOPE EXCEEDS 4:1.
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<br />30'.1 60' 90'
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<br />GENERAL NOTES
<br />NNOORAD'S IND•0 MN NO 0.11E ARE EY 111E 1054 CONDUCTOR
<br />CCWAT AND NNSC ARE A nE WEAN CONTRACTOR.
<br />0.AES, ANCHOR SOUS, COMMIT, ND NANO TOR /l1 91411
<br />SIGNS NE OT OE GOE14L CONTINUER.
<br />3 LAS UNIT WEIL 59187 AND 1050 WADED r MEW
<br />591184C70R. POLES AN WRING F1XT 1RES RA 8041) 8r
<br />Ne094 L0'8, NSTAII D r THE WAY. COMA TOR.
<br />a. SASES FOR RACPOLES ME BY THE COWL 00NTI4CIOR NCNOR
<br />BOLTS AN 87 THE 1A4M8E SUPPLER.
<br />0. PROPOSED UIUTWS ME OWN N 11001444/5 ONLY. EXA.1
<br />LOCATIONS 9LALL BE DE74YIm TO ALLOW EON M HOST
<br />ECONOMICAL NSTALLAW
<br />0. THE CONTRCTVR SILL COOIOBMIE XRN AL WIRY =PANES
<br />TO DETERMINE EXACT PONS Cr SERVICE CONNECTION AT OXSTNO
<br />1/41171. RUES 10 THE NED816 ELECTRICAL AND PLUMING
<br />OWNNGS FOR UR17Y SOME ONW110E LOCATIONS, SIZES, NO
<br />CNCIXnNC,
<br />7. AL 011571@• 1108N ME N ISST/OICE 10 THE EI*XNUK
<br />NO MAT SE vERFIED ft TIE WENN. C01RMCTOR AT
<br />COMMONLY(
<br />0. 7TN51 TANK NO CUNT ELEMIING WI SE r mow 7•011
<br />S . AL LADSOHPE *TEAS WILL BE ROUGH OLEO TO S• BELOW
<br />TON OF ALL VOW MD WK. ROW MONO, NO
<br />LNOSCAPE APE N THE 9RQR/ORLMTOR
<br />M. LDS WHIM C91CATE TOOINOS A CONOWM 151111 TIE 30X!
<br />REPORT IECOIBIOd1ONS FOR WI PAR005AR i1E.
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<br />PAVING SPECIFICATION
<br />(ESEMM r TOTAL COMPACITD ASPHALT 110G0E33)
<br />COMO I ASPNHLT CONCRTE
<br />EISENISLELIESEUELIELOIC
<br />~ WENT SAE SMI. SE r ANINEONE OW 181F1E0. ROIL AL 7070
<br />CCF9Y0 10 MOOS, SECTION 313S, CMS S, ICOR CR119ED MANN ROCK
<br />IFTUNT MS WE COURSE OONOYIO A NOQT, EC110N 1331.
<br />Nn,S4A TACK C91 CONOA50 TO 1111807 01154 2357, 53-1,
<br />MUSSED WALT. r MAMMA SURFACE MIW CONFORMING TO
<br />INDOTSECIDN 2341. NNE 114115 74*1 TEEING HOOT, SECTION 3514,
<br />wow WN0E1R ;NOON
<br />al.1221:1319-0J♦
<br />MONO F MOW PAM TROPE OED P1J. • 1 EA3 5 ME M 0 D 13
<br />AN NonmeOR RN1) 4• ■LIP. NY N W MW 71OOI1T =MAO O NNA CMS
<br />CARS mow NO NO 50$0) WA11 SC100 OAT.
<br />P ND maws.* Wpm mow PC moR 70 TORN A ~ANN
<br />nor NOM A 01 MP7L W Spa Ne10 =MCI. PN ADM
<br />/NPNwUR m Nu RE N 1K Mow CO 5100011.
<br />WOW, LC. ILL N 04X12..
<br />LOT LIGHTING RECOMMENDATION
<br />10 SECURITY UGHTINC LOT LOTT ASSEMBLIES
<br />WITH 1000 WATT METAL HALIDE LAPS AND 22' P0LE5,
<br />iNCL1/1ANG 5- 001.113LES.
<br />HOW, =CAW. LONIIIICIER 10 NOW MR WNW M IONS
<br />N EIL ILL ROOM; • A AOML 1PNLSE NCO PIO•NE
<br />• MOW ENE HIED A E PIIONOFD.
<br />PARING INFORMATION
<br />SPA
<br />63
<br />36 SPACES 9 X 16 • 30 •
<br />3S 14 X 15 • 30 •
<br />24 SPACES 3 X 18 • eD •
<br />- SPACES -
<br />UTILITY INFORMATION
<br />SIZE TYPE LOCATION
<br />SANITARY 3EW01
<br />MATER
<br />STORM SEWER
<br />0EC1NC
<br />GAS
<br />SURVEY INFORMATION
<br />-*
<br />PREPARED 6Y:
<br />ATE
<br />McC011BS FRANK ROOS ASSOCIATES, NC.
<br />'5050 23rd AVENUE NORTH
<br />PLYMOUTH, NM 5547E
<br />(/12) 4 MAW -6010 MF 12105
<br />SITE AREA
<br />1.86 oc
<br />LEGEND
<br />SMEARY SEMDR
<br />-i
<br />WATER9
<br />3
<br />STORM EWER
<br />METRO
<br />- 37-ST -n_R-
<br />LOT LINT L1P.3D
<br />EXISTING ELEVATION
<br />PMPOSD ELLVWTION
<br />(765)-
<br />(.0
<br />PLAN SCALE: 1 • . 30'
<br />STREET ADORESS
<br />CITY
<br />LINO LAKES
<br />STATE
<br />MINNESOTA
<br />COUNTY
<br />ANOKA
<br />a
<br />8
<br />1
<br />1
<br />STATUS
<br />CONCEPT
<br />DATE
<br />BY
<br />PREUNINARY
<br />GRADING PLAN
<br />ISSUED
<br />AS -BUILT
<br />REGIONAL DWG. NO CORPORATE DWG. N0.
<br />MIN-14--98 022 -0342
<br />C- 6
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