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/ <br />/ <br />/ <br />/ <br />It/ 6 <br />RE IA• <br />% / <br />/ <br />/ <br />/ <br />\ / <br />/ <br />/ <br />��� / <br />/ /�°" 1/ / / �/ \�49„ <br />i M2mrEUwl� axiWTm a Tti�smuCNRE <br />B612 CONC. CURB & GUTTER <br />NO SCALE <br />/ /If e// <br />•we, // / // <br />R� \� / / <br />884 <br />12" <br />12" <br />1 1/2 <br />24" <br />SURMOUNTABLE CURB DETAIL <br />NO SCALE <br />5" CONCRETE <br />B" OF Mn /001 "CLASS 5" AGGREGATE BASE <br />APPROVED SUBGRADE <br />• REFER TO Mn/DOT SPECIFICATIONS <br />CONCRETE PAVEMENT <br />1. All 11950105505, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS AFTER COAPACTNN. <br />2. ALL MATERIALS ARE SPECIFIED USING Ms/DOT DESIGNATIONS <br />3. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXURE SHALL BE N ACCORDANCE %MTH AIR-ENTRAINED <br />CONCRETE FOR PAVEMENT 5EC1105 2101 OF THE STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE <br />CO4SIRUGTON. THE MIXTURE SHAD BE DESIGNED TO OEVfl5PE A MNWUM COMPRESSVE STRENGTH OF <br />3900 PS AT 28 DAYS WITH A 4 INCH SJA1P AND 4 TO 79 ENTRAINED AIR. <br />4. 00000010 BASE SHALL CONFORM 70 111/005 SPECIFICATION 2211 (CLASS 5). <br />5. (LIGHT iTHE CONCRETE PAVEMENT SHALL <br />SHAVE ISOLATION <br />�q(0MPANSION) JOINTS AROUND ALL PENETRATION POINTS DEPTH <br />009510000 1 AUNTS oAND 715E THE EWES. <br />LAST ,DINT NEAR 0 0000 0 E CONTRACTION VVEMENT. THE CONTRACTOR <br />SHALL SUBMIT SHOP CRAWNGS SHOWING PROPOSED 4011 LAYOUT. <br />PAVEMENT SECTIONS <br />NO SCALE <br />\ <br />// <br />// //i <br />1/ / / / <br />{� <br />// / / <br />// / / /, <br />J / / / / // <br />/ <br />• <br />/ fig/ / / <br />6 <br />4427 / <br />/ <br />CAUTION 1407E: �g ARE <br />I. OF THE vARIWOS UTILITY OMPANES ANDNWEREAPOSWWL. MEASURER.. TAKEN ELEVATIONS MU .TNTE Iu ORMATIiON IS NOT ON TO BE RELIED EN ASB ENACT oR S IS SPETNICALLT <br />COMPLETE THE CONTRACTOR MUST CONTACT ALL TIE ARMORS.. UTILITY WIIPNeES AT LEASE 4B HOURS BEFORE ANY EXCAVATION TO NEWEST EXACT <br />PEED LOCATION OF UNITES LT soul BE THE RESPONsMILTY O THE CONTRACTOR TO REtDCATE ALL THE EXISTING u1UTIES NH. CORRECT MTI THE <br />pRopOSED R ALTS MOM ON THE PLANS. LOCATION OF WAIL UTILITIES SHALL BE OB OR TNNEO BY THE CONTRACT BY EALING MNNESITA <br />GOPHER STATE CNE CALL AT BDU- 252 -1166 ON 651- 464 -01102 <br />GENERAL NOTES: <br />I. CONTRACTORS SHALL REFER DIMENSIONS. EXACT WAIILwGTU ILEX ENT TRANCE LOuTIONS W1N FX✓.CT LOCATION OF DowN6PW3 STIBULE SLOPED PANNE, EXIT PORGIES, PRfOSE BUILDING <br />2. <br />THE GENERAL CONTRACTOR SHALL TARE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO AD.M9ENT PROPERTIES DURING THE CONSTRUCTION PHASES <br />O THIS PROECT THE CRITRACTER WLL BE NDD SOLELY RESEONSBLE FOR ANY DAMAGES GOERING TO THE .1. AGENT PROPER., DURING ME CONSTRUCTION <br />PHASES OF THIS PROJECT. <br />3. SAFETY N01RE TO CONTRACTORS: IN ACCORDANCE MTH GENERALLY 000FPTE0 CONSTRUCTION PRAC5CES. 1IE CDNTRACTCR MU. BE SOLELY AND CONKER.' <br />RES...LE FOR CONDITONS ON THE AB STE N4uDiNG SAFETY OF ALL PERSO. AND PROPERTY DURING PERFORMANCf OF THE WORK. THIS REOLIREAENT WILL <br />APPLY CONTNUDU9.P AND NOT BE LAM TO NORMAL WARNING HOURS 000 OF THE 1110 R OR 01001 ER TO CONDUCT CONSTRUCTION RENEW OF <br />CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW CF THE ADEWACY OF THE CONTRACTORS SAFETY MEASURES IN. ON OR NEAR ME STE <br />4. CONSTRUCT!. SHALL COMPLY VAIN ALL AMICABLE GOVERNING CODES AND BE CONSTRUCTED THE SNAE <br />5. ACCESS ROA05 SHALL BE ESTABLISHED AND MANTANED WRING CONSTRUCTION IN ACCORDANCE WITH AWNNCSSTA UNIFOM FIRE COO. <br />GRADING NOTES: <br />1. COTE 50.1140ARY. TOPOGRAPHY. UTILITY AND ROAD INFORMATION TAKEN FROM SHEET 2 OF THIS SET OF PLANS <br />2, CONSTRUCTION ON SNAIL RESTRICT OULD INCLUDE SIT N. eC E UNITED TO. SOIL AND DRIER MATERIAL DESIGNATED 0STOCKPILING. EOUIP *0TOR M PROHIBITED SIORAOE. O 0 1 of <br />ANY VENOM LEAKAGE OR SPILLAGE CF ANT 'WASHOUT' OR OTHER TOXIC MATERI0_ <br />3. THE STE HAS NOT NEUMANN, BEEN DESIGNED TO BALANCE RE 0N-SI1E NATURALS. AFTER THE SITE GRADING IS CONPEETFD. IF EXCESS SOIL MATERIAL EXISTS, <br />THE CONTRACTOR SHAH DISPOSE OF ALL EXCESS SAIL MATERIAL OFF -S. N A MANNER ACCEPTABLE TO THE OWNER AND DE REGUUTING AGENCIES MOOED. <br />THE CONTRACTOR W WL BE 57.0.140 FOR PRONDING NID 81 41 0 1116 TR0(110 CONING 600065 SUCH AS BARPoCADES WADING S1RN8 01005 1AL <br />4 51!15, FLAGAEN AN9 UGH19 TO CONTROL THE 240400011 CO 1180519 .HERE 206£35891. ADC 00X150. 0ENCES 50011 CONFONM TO APPROPIOATE MINNESOTA <br />DEPARMENT OF TRANSPORTA10N STMUNRDS. <br />5. D1I BE AS RE TO FRISKED <br />NRFSU DICE O <br />OR.ENED. G AND PROPOSED CONTOURS ARE SHOWN AT 2 FOOT INTERVALS ALL FINISHED GUT DR FILL <br />SLOPES s <br />SP01 ELEVAIWS SHOWN INDICATE RNISNED PAVEMENT ELEVATION UNLESS GTHERMSE N0IEO. 0.6015.6 5TIOWN AT CURB AND COTTER ARE GUTTER GRADES <br />6. UNLESS OTNEFM4 NOTED. <br />T. THE CONTRACTOR SHALL ASSURE P691hE DRAINAGE AWAY FROM BUILDING FOR ALL NATLRAL AND PAVED AREAS <br />B. THE CONTRACTOR SHALL ADJUST AND/OR OUT EXISTING 54VE1EN1 AS NECESSARY TO 0SS15E A 9,10014 ITT ANC CONTINUOUFS GRADE. <br />TRAC SHALL <br />B FRONDE APLOADED lANDES A16FETRUCK MTH A GROOSS ROLL DOFF 25 TONS.�MEON TEST ROWXG AND PARETIC BE AG AREA . DIN20458 OF THE ENGINEFRTMRD IVs CITYS <br />MSPECRP. AND SHALL BE COMPLETED IN 5EIS AS DIRECTED B1 THE ENGINEER AND THE GINS 1050611 F. TIRE ENENEEN AND 111E ETYS NSPECTOR, AND <br />SHALL DETERMINE 5801AL MAY S E REWIRE STABLE MATERIALS HALL BE REMOVED GR STAMLOEDFIN4PUCEGU AND sm. <br />IHEN COMPACTED PER THE ENGINEERAR6 OR PAR4.11 <br />gCp61NDATONS <br />10. ALL SSTURRED UNPAVED ARE. ARE TO RM. A MNMW OF 4• of TOPSOIL SEED MULCH CR SOD AND 4 WATERED UNTIL A HEALTHY STAND O <br />GRASS IS OBTANED UNLESS NOTED OTHERWISE <br />/ <br />// /tee ,L/ <br />X09 / 7„ / <br />-/7v/ / / / <br />/ // <br />/ /// /// <br />/ / / <br />/ /1 <br />/ <br />/ <br />GRAPHIC SCALE <br />40 0 20 40 60 <br />(w) <br />1 ia00 - 40 f4 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />7 <br />7 <br />7 <br />7 <br />E <br />PEIV <br />d iL b X'.,.. <br />D t C,' 2 `, 2004 <br />• CITY OF LINO LAKES <br />FILE COPY <br />I_ <br />H <br />O <br />Z <br />0 <br />a <br />0n <br />U <br />00 <br />r <br />IT' <br />W <br />0 <br />Z <br />00 <br />0 <br />II <br />I AM A DULY LICENCED <br />ENGINE <br />z <br />0 <br />II- <br />0 <br />(n <br />W N <br />Q W <br />9 J <br />Q <br />O Z <br />Y Z CD <br />W -� F <br />DJ 11 <br />Z <br />U 0 a0 <br />U ~ DM <br />FrY 0 Q a <br />W 00 <br />d d F <br />�Z <br />Q O <br />NO NJ <br />.-- 4 4 Y <br />OZ 0Zp< <br />Z W W W W W <br />aL >ISo <br />00WO WOWZ <br />05'U0UO:Q <br />CD ET 0 <br />O O O "8 <br />ZZ Z Z <br />U <br />W <br />D <br />a_ <br />PROJECT NAME: NEW BRIGHTON KINGDOM <br />SHEET: GRADING PLAN <br />z <br />J <br />0 <br />O <br />z <br />BUILDING <br />REGIONAL <br />Sheet N <br />5 OF 6 <br />