HomeMy WebLinkAboutSubmittal Materials Not Used in Planning PacketGRADING NOTES
2. CONTRACTOR SHALL REVIEW PAVEMENT GMDIE W MD CONSTRUCT'GURER OUT' WHERE WATERMARKS AWAY FROM CURB. ALLOTNERAREAS SHALL BE CONSTRUCTED a-GRTER IN' CORE.
3.4L GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE AMAXIMUM LONGITUDINAL SLOPE OF 5%(1:10(, EXCEPT AT CURB RAMPS 41:12), ANDA MAXIMUM CROSS SLOPE OF 2.00%(1:50). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL ORACCESS AISLE SMALL BE IN ] 00%(1:50). CONTRACTORSHALI REVIEW ANDA,, THE GMMEM IN THE
CONCRETE OR UMMINOUS. CONTRACTOR SHALL NOMINEE ENGINEER IMMEDMTELYIF THERE GADISCLEPANCY SETWEENTHE GRADIENT IN THE FIELD VERSUSTHE DESIGN GRADIENT. COORgFMTEALL WALK WITH PAVING CONTRACFOR
4.COMRACTORSHALLTMEALLMECAUMM NECESSMYTOAWID
THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TONE ADIACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION FRAMES OF THIS PROJECT.
S. SAFETY NOTICEM CONTRACTORS: IN ACCORDANCE WON GENERALLY ACCEPTED CONSTRUCDON PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE LOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF ME WALK THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE
ENGINEER ORTHE DEVELOPERTO CONDUCT CMSTRURKKI REVIEW OFTHE CONTRACTORS PERFORMANCE IS NOTINTENDED TO INCLUDE REVIEW OFTHEADEQUACYOFTHE CONTMCTOR'SSAFETY MEASURES IN, ON OR NEARTHE CONSTRUCTION SITE,
6. CONTRACTOR SMLLCOMPLETETHE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNERSSOILM ENGINEER. ALL SOIITEMING SHALL BE COMPLETED BYTHE OWNER'S SOILS ENGINEER. CONTMCTORSHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILTESTS AND INSPECTIONS WITHTHE WILS ENGINEER.
A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
COMPANY
ADDRESS:
PHONE:
DATED:
CONTRACTOR SHALL OBTAIN A COPY OF THE SOLS REPORT.
T. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIREDTO COMPLETE THE SITE GRADING CONSTRUCTION.
PRIOR TO PLACING
THE DUTY OF THE
S. PRIORTO PLACEMENT OF THE AGGREGATE WE, A TEST ROLLSHALLBE PERFORMED ON THE STREET AND PARKING AREA SUWMDE. CONTMCTORSHALL PROVIDE A LOADED TANDEM MLL TRUCK WITH A GROSS WEIGHTOF 25MNS. ME TEST ROVING SHALL BEAT THE DIRECTION OFTHE WILL ENGINEER ANDSHAU BE COMPLETED IN ARFASAS DIRECTED BYTHE SHIES ENGINEER. CORRECTION OF THE SUBGRADE WILSSHALL BE
COMPLETED IN ACCORDANCE WITH THE REQUIREMENTSOFTHE SOLS ENGINEER-
9.
NGINEER9. REPLACE ALL SUBGRADE SOIL DISTURBED WRING THE CONSTRUCTONTHAT MVE BECOME UNWDAME AND WILL NOTPASS ATFSTROLL REMOVE UNSUITABLE SOIL MOLINE SITE AND IMPORTSUDABIE SOIL AT NO ADDmOMLCOST M THE OWNER.
30, CONTRACTOR SHAUSE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRMN TMFHCCONTROL DEWCIESSUDi AS BARRICADES, WARNING SIGNS DIRECTIONAL SIGHT, FLAGMEN AND W HRTO CONTROLTHE MOWMEMOFTMFFIC WHERE NECESSARY.TMFFIC CONTROL DEVICES SHALLCONFO IM TOAPPROPRIATE MINNESOTA DEPARTMENT OF -TRANSPORTATION STANDARDS.
11. EXISTINGTREESAND OTHER NATURAL VEGETATION WITHIN THE PROIECTAND/OR ADJACENTTOTHE PROJECT ME OF PRIME CONCERNTOTHE CONTRACTOR'S OPERATIONS AND SHALL BEA RERRICTEDAREA CUNTRACTOR SHALL PROMUTFURSTO REMAINATALLTIMES. EQUIPMENTSHALL NOT NEEDLESSLYBE OPERATED UNDER NEARAYMEES AND EXTREMECANTION SMLL BE EXERCISED WHEN WORKING ADJACENT TO
TREES, SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTORS EQUIPMENT, CONTRACTOR SMALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THEMES PRIOR TO ME BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPEMTIOM RESULT IN THE BREAKING OF MY MILS, THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY
AND MS SHALL BE PROPERLY PROTECT OM MINIMAE ANY LASTING DAMAGETOTHE TREE. WMEES SHALL BE REMOVED WITHOUTAUTFIOMMTION"ME ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INODENTATO ME GRADING CONSTRUCTION AND NO SRECIMPAYMENT WILL BE MADE.
a. RESTRICTEOAREM SHALL INCLUDE ALL DESIGNATED TREEDMEAMOUTSIDE OF THE DESIGNATEDCONSTRUCIION ZONE ALLWGUATNIN W WINTHE RESTRICTEDARFAMSMLL REMILIN.
b.MWMUMWMRESWIUT GRADINGANDCOMTRURIONACTIVITIESTOAREASDEMGWnDONTHEPAWS. ACTIVITIES WORTH THE CONSTRUCTION MAYBL RESTRIUMMA NARROWER WIDTH IN THE FIELD TO SAVE AICUMMALTREES AS DIRECTED BY ME OWNER.
c ACTIVITIES PROHIBITED OUTSIDE OF ME CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF AM VEHICLE, LEAKAGE OR SPILLAGE OF ANY N/MHOLT OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEEMS AND Wit STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BYTHE ENGINEER,
d. ALL RESTRICTED AREASSHALLBEFENCEDOFF WITH BRIGHT ORANGE POLYEWYLENESAFETY NETTINGAND MIERSTAIIESAS SHOWN ON THE TREE PROTECTION DETAIL ATNOTMESMULTIISFENCNGUREMOVEDMR IVIWOFAWKINDTMEPLACEWITHINIT. FINN PUCEMENTOF ALL PROTECTIVE FENCING SMALL BE COMPLETE BEFORE ANY WORK COMMENCES ON -SNF.
e. BEFORE COMMENCING WITH MY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL. ROOF PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER.
I. PREPARATORY WORK SHALL INCLUDE TIE FOLLOWING AND SHALL N COMPLETED UNDER THE DIRER SUPERVISION OF THE OWNER'S REPRESENTATIVE:
I. TREE REMOVAL: CONTRACTOR SHALL FELLTHE TREES. AT NOTIME SHALL TREES BE BULLDOZED OUT, BUTSMLL BE CRIT DOWN AND STUMPS REMMEDSEPARATELY. PRIOR TONE FELLING OFAMMES, PROPER REMOVAL OF A PORTON OR ALL UTNE CAMPY SHALL BE COMPLETED SIGNATURES IN THE RESTRICTED MEAS SHALL NOT BE INJURED IN IDE PROCESS.
IT. ROUT PRUNING: UFOREAMS MIPSARETO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS INTHE RESTRICTEDARFAM USAW CURING WIN A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PIROUETTING IMO TLE CONSTRUCTION ZONESNALI BE EXPOSED PRIORM ROOT PRUNING WIN SMALL MACHINERY, LE..., BOBCAT.
III,STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLYSEVEREO, STUMPS MY BE REMOVED. WHERE REMOVAL OF QRTMN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STOMPSSHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRER SUPERVISION OF THE OWNERS REPRESENTATIVE.
MTREE PRUNING: PROPER PRUNING OF TREES IN TIE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BYTHE OWNER'S REPRESENTATIVE.
g. AN OWNERS REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD.
A. MULCH RATHER THAN SEED ORSOD WILL BE USEDATTHE BASE OF QUALITY TREESTOA PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE MF/STO BE SEEDED FOR EROSION CONTROL PURPMES WITHIN TIE CONSTRUCTION ZONE ME TO BE DETERMINED BY THE OWNERS REPRESENTATIVE. RAMML GROUND COVER WILL RE MAINTAINED WHEREVER POSSIBLE.
I. THE USE OF RETAINING WALLS NEM TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIEW, SUMMON MEE LOCATIONS AND TOPOGRAPHY.
32. EXCAVATE TOPSOIL FROM MEAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN ARM DESIGMRD ON THE WE. CONTRACTORSHALLSALVME ENOUGH TOPSOIL FOR RESPREADING ON THE SM AMSPECFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANXMENTMEAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALLRECUTCUT AREAS, WHERE TURF D TO BE
ESTMLIMHED, TONE DEPTH SPECIFIED INTHE LANDSCAPING PLANS. RESPRFADTOPSOIL IN MEMWHERE TURF 15 TO BE ESTABLISHED PER "GRAPHICS PUNS.
13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BYTHE OWMe, CONTRACTOR SHALLCOMPLRf 4 NCH SORROW'EXCAVATION IN MEAS DIRECTED "ME ENGINEER IN ORDER MOSTAIN STRUCTURAL MATERIAL. IDEAS SHALLNOT SE REMOVED OR DAMAGED ASA RESULT OF TIE EXCAVATION, UNLESSAPPROVED BYTHE ENGINEER, THE EXCAVATIONSHAMCOMMENCEA MINIMUM OF IOFETFROMTHEUMITOFT
BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SMALL EXTEND ATA MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO I FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND bIALL BE COMPACTED IN ACCORDANCE WOH REQUIREMENTS OF THE QUALM COMPACT
METHODAMOURINWINMN/p SPECNIGTIONZIM.3FZ. SNOW FENCE SHALL BE FURNBHEDAND PLACED ALONG THE PERIMERR OF THE TRENCH BORROW MEAWHERE THE SLOPES EXCEED2 FOOT HORIZONTALTO l FOOTVERTCALOA).
14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION MFRS. PROVIDE A SMOOTH FINSHED SURFACE WITHIN SPEOFIFOTOEERANCFS, WILL UNIFORM LWELMORSLOFES BETWEEN POINTS WHERE ELLVATIONS ME SHOWN, OR BETWEEN WC POINTS AHD EXISTING GRADES. MEASTRATHAVE BEEN FINISHEDGRADEDS
RE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS TRAFFIC AND EROSION, REPAIR AULAIRM AT HAVE BECOME RUTTED, ERODED OR HAMSERLED SUM THE COMECT(SAME. ALL MEAT DISTURBED BY ME CONTRACTORS OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TOME REQUIREMENTS OF ME NEW"".
15. TOLERANCES
a. ME COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOTABOVE, OR0.10FOOT BELOW, THE PRESCRIBED EUNATUM ATARI POINT WHERE MEASUREMENT IS MADE.
b. THE SIRERON PARKINGAREASUBGMDE FINISHED SURFACE ELEVATION SHALLNOT VARY BY MORE THAI OM FOUTABOVE.OR 0.10 FOOT BELOW THE PRESCMBED ELEVATION OF ANY POINT WHERE MEASUREMENT G MADE.
c MEAS WHICH AREM RECEIVE TOPSODSHALL SE GRADED TO WITHIN DIODDTABOVE OR BELOW THE REQUIRED EIEVATHM, UNLESS DIRECTED OTHERWISE BYTHE ENGINEER.
It TOPSOIL SHALL SEE SAUDI PUMORMINUS 1/2 INCH OFTHE SPECINEDTHKXNESS.
16. AFTER THE SI GRADING G COMPLETED, IF EXCESS OR SHORTAGE OFSOIL MATERIAL EXISTS, CONTRACTOR SHNLTMNSPORTALL EXCESS SOIL MATERIALOFF THE SITE TO AN AREA SELECTED BYTHE CONTRACTOR, OR IMPORT SUITABLE MATERIALTO THE SOF.
17. CONTMCIORSXALL DETERMINETHE LOCATION OFANY HAULROADSWIF MAY BE REQUIRED TO COMPLETETHE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENTCONTROL'SITE MAP', COMMCTO0.5MLL COMPLY WITHME REQUIREMENTS OF THE GOVERNING AUTHORMOF EACH ROADWAY. CONTRACTOR SMALL POST WHATEVER SECURITY AND COMPLY WIN ALL
CONDITIONS WHICHARE REQUIRED BY EACH GOVERNING AUTHORTY OF EACH ROADWAY.
M DISTURBEDAREAM WOHIN WETLAND MITIGATION SITE MADAM DSTUMEOMEAM WMINTHE WETUND SHALL SE RESTORED WITH SM 12 INCHES OF ORGANIC SOILS, PREFEMBLYSOILS TAY WERE PREWOUMLY REMOVED FROM WRLAND MEAS, SEEDING IN THE WETLAND MITIGATION ARFASABOVE THE NORMAL WATER MVELSHALL BE MN STATE SEED MIXU-27L WET MEADOW OVUM AND WEST, OR APPROVED EQUAL
FOR STATESUM MIXES, OATSAND WINTER WHEAT SHOULD BE SELECTED WED ON METME OF YEAR MATINEE MIX IS BEING USED, OATSSHOULD BE INCLUDED IN MMES IF BEING USED BETWEEN OCTOBER 15TH ANDAVGUST IST. WINTER WHEATSHOMD BE USED BETWEENMGUST ]STAND OCTOBER LSM. THESEEDING RATE IS THE SAME FOR OATS AND WINTER WHEAT. MIX3 271 SHOULD BE APPUEDAT U POUNDS
PER ACAS. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF VEGETATION 15 OBTAINED.
IN CONFORMANCE WIN MUD/FMA PROCEDURES AND MTA SHEET M.
20, CONTRACTOR SHALL PROVIDE RECORD PLANS AM REQUIRED BY PERM "MISS AGENCIES.
SAMBATEK'S DELIVERABLE AND GOVERNING COO) MENTS MR CONSTRUCTION SHALL BE A HARD CO%AND/OR PDF PLAN SHEETS. IF A CIVIL 30 MODEL G GENERATED INTHE PROCESS OF PREPMIHE THE PUN SHEETS IT D AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE MINIMUM. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 30 MODEL MR ME
RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL TOR STAKING HARP SURFACE IMPROVEMENTS 15 REQUIRED, WE CAN PROVIDE A SUPPLE MENTAL AS REEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL M MODEL.
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THEME PLAN5IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF ARM 3BD2. TIED Y ANDAFD GUIDELINES WR THE COLLECTION AND
STATE ONE FOR MINNER I. THE CONTRACT
DAMAGES, WHICH MIGHT BE OCCASIONED BY
(UNDERGROUNDANDOVERHFHO).
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CONSTRICTION DOCUMENTS
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SEQUENCE OF CONSTRUCTION
PHASE I:
1. INSTALLSTABILQEDCONSTRUCTION ENTRANCES.
3. PREPARE TEMPORARY PARNIXGANDST EARTH.
3. MENSTRUCTTHELLT FENCES DI SITE.
4. INSTALL INLET PROTECFION DEVICESON EXISTING STORM STRUCTURES, BEER OHM ON THE PIAN.
5. CONSTRUCIlTHESEDIMENTARON ANDSEMMENTTMP BASINS, AS REQUIRED.
6. CLEARANDGRUBTHESITE.
7. BEGIN GRADING THE WE.
8. START CONSTRUCTION Of BUILDING PAD AND STRUCTURES.
PHASE It:
L TEMPORARILY SEED DENUDED AREAS
1. MI UDURES, UNDERDRAIII STORM MMM, CURWANDGU n.
3. INSTALL INLET PROTECIDON AROUND ALL STORM SEWER STRUCTURES.
1. PREPARE WE EOR PAVING.
5. PAVE WE,
6. INWALL INLET PROMC'TiON DEVICES
7, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PIMMNG.
R. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CDNTRLN DEVKES(ONLY IF SITE 6 STABIUED)
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34. ALLCOM3RULlgNMNLLM VT LMOATMEFMIMEM(WMMWMY,Md WRLO IWNGOFIREMCXESfORU1N1YCd5MUC1gNMDPULLMEMOFGMVELMMMMIX46
PAMw FAAOAomxslnBGrgx.
MAINTENANCE NOTES:
M MEASURES STATED ON ISIS EROSION MO SEDIMENT EpIIAM SAN, WE IN ME MWM WATER MUWmI P RryLXIgN PLAIN MINN. M MMMLMO IN ALLY WNCMMML CMIdEICM MYTH
LMMFR REWWED HER A COMPMMDSMSE OF WOK M FILL SIANUMPW M ME M2 lME M WiMRD COEFOU KR LIED MI THISSAN MUST ROUTINE" SCHEME ME CONSIRYL'TgN
MI NTE4IR BRAIN MAN MK WRING AUK CMSAUC AND MOWN 24 MOWN& AMR A sati EANT GRWM TERN MES INOIM IN All OR
SO AS, MpMW AND SEDIMENTATION
fEMM W U
COM RM S4 ALL K CUFFED AND MARKED IN MLO RAMS MM THE f W O W IXG:
AU SM RNdS SualK IMPAIRED RENYID, M MWLEMEMM WIZEN MR KCOMF ARSHUMRpNiL MI ME MMRFNT MSEMM SO o4 THE NBGM M ML FLIMS MESS MPKKNOW BE
REAOE MRS, BA. OF..'F ON KSCV'N AS S. CMEMMSM MGV MUSS.
3. RMKA.UY AND KRMLEEM SEMMEMAMX MMM MUSTER DRMMW AND ME SE RAN XI RE MOVED MEN WE MOWN OF S WW DENUDED M THE MAIN H ARKE5 Wn1E 5 E
V4UME, DMMMGf AND REM ANT KCO.. WInIMT}MUMIX DISCOVERY, M M WS M FILED CONdItlNS MBN MS ME NAVY IRS- 30S M WE BE AERK KXM34
9 SUARAC[ WATEK. MUUdXG DRAINAGE d B AND COMMMU 5Y5TfR , MUST MIN5M4ED ON MMNM O4IWMENT KING ME DIN MOWN, PoMWTON Must EMM[ ML
A. (pXSiRVC1YJN FREREMNU MN MMTMM5 MUST SEE INFECTED Sp MDEND OF OWAEE 5M EW IDEA
EW PAVED SVMACM. DIAMONDKMMM M UR BE N NBA D FROM ALL
OR-STIE PAVED SURFACES. WIfMW 34 IpUM Of pnCpYMY, OR n MN KFILE WRMIN A MMIIM TIME TO COM PLY DORM Man 9.11412 OF ME 6ENMRL PREPARE.
S. COMMCTOR N RMPoNMME FM EM CIEM AND MAINRRAW OF IEMPORSRY AND KRMMEM WMM MARITY XRGEMLM BASIS. M WELL M M MOMOM PR MESION AND
KNMFMCS BASK, FOR MF DUM1gN M THE USES UmmN NARK AT THE 50f. THE KWEOIABE.L MME..I MOWN. PNMUE[ NM ..WMROI ILCO .
TO PM151 TO 38 OF IME MPGA 6 W ML P[AMW OYER NI OF THE ME AN} MAW XA BEEN NXLLY MAMLHD OR ME MR MM UMER60NF FINN ARRR W MM µD A IX.O.T.1
W UEN WBMORDIOMFMSA.
R IFRMMLMLXAPM MECONMRUR NM WF.M1f UMTgNSMKMMEMMUSTBEREMpVMWAMMMERMDMAMFOUMLWFFMEWMMMI W.3 MPRCM
IDS WG11MSEDMEWNSTMETSCOU KWAMIMINMSTORMSt DYTHENFMMINMWM1WFEAWMMSR MUK160FMMMKM1.
3. MMIMM1pXMMWWU'MKCROTOFMUMTMTWO MEWF �COMftRUCTION ff4KISRWMMGIMLIMiRMM1gNMMANDMEYRNABRMMp MD
fMMCOMILibH Wf iO CON51RUClgN FW VMEMORMNGAGOSSYME IXFM1l4TI0N1Rfd.
;a:o;rRe o: mYaTaaat: or a ab "'"""""" " TEP "' �� EROSION CONTROL NOTES SHEET
1 13/11/3013 TTP JOB IDB OT1'SU6MNTAL RISE am f4 SuEeamin teMbnalFnglneMuntler awTw1Pm1batek.tII 11/36/!013 TTP IDB JOB OTYRFSM MTAI thFutI ofthe. OTMinnesota. DESIGN REVIEW DESIGNED BYF�Prkrt Name: JOSEPH BALM TTPJARMAN DELVELOPMENTC5R�2PERMffWBMU4 CHECKED BY TAKE 5 OIL CHANGE CIDB PHASE ##OF##
ODAIM CTION DOCUMENTS PROJECT NO.REV. #
®2023 Sarnbatek OBRA LianSER SEAS 53Afe �eI Re 18D^'BW191 PIa^N^BIETN'BRncnMl OAK PARK HEIGHTS, MINNESOTA
PAVEMENTAREA
10.338 ACi
BUILDING AREA
10.038 ACi
SEEOEDAREA
1 0.11 ACI,
TOTAL DISTURBED
10.486 AC2
PRE- CONSTRUCTION IMPERVIOUS
jOOAC±
POST- CONSTRUCTION IMPERVIOUS
0.376AC3
SEQUENCE OF CONSTRUCTION
PHASE I:
1. INSTALLSTABILQEDCONSTRUCTION ENTRANCES.
3. PREPARE TEMPORARY PARNIXGANDST EARTH.
3. MENSTRUCTTHELLT FENCES DI SITE.
4. INSTALL INLET PROTECFION DEVICESON EXISTING STORM STRUCTURES, BEER OHM ON THE PIAN.
5. CONSTRUCIlTHESEDIMENTARON ANDSEMMENTTMP BASINS, AS REQUIRED.
6. CLEARANDGRUBTHESITE.
7. BEGIN GRADING THE WE.
8. START CONSTRUCTION Of BUILDING PAD AND STRUCTURES.
PHASE It:
L TEMPORARILY SEED DENUDED AREAS
1. MI UDURES, UNDERDRAIII STORM MMM, CURWANDGU n.
3. INSTALL INLET PROTECIDON AROUND ALL STORM SEWER STRUCTURES.
1. PREPARE WE EOR PAVING.
5. PAVE WE,
6. INWALL INLET PROMC'TiON DEVICES
7, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PIMMNG.
R. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CDNTRLN DEVKES(ONLY IF SITE 6 STABIUED)
GENERAL EROSION NOTES:
1. Cp61RUC(Iox.... c.....-----u4HIEGW'EMrIGNM1AX0YCp151RVC1FOrosMSE. wxMEAcoxN(1D]SRBEIWfuICGtNW50KMN45TMDARD5DEq41unpls
}. ^Eng W. AA MM111EKKIMMI NE WIdMDAt WMMIUM MIMMDMIMDS UMFNED, N(EXITED[MNi.5Cv1A'l1.IXESLSXWIDMiAIL5.1xF v1Ax
RMTIVF. ANODSAPPfN01d5,TV5MFHRMRMD/11 SUBSEpVEMMPoRRMORf4ifppYVMFMR
3. TOME{MCMR5V-VRHSPoMINEfORCMAPIEIINGi1VMITIN6Mf MX34nOX FM1N[MP4GFNEMLSRMMWA}FMPMMRPoRfOM51PUCnOHK}NRY MECOMMRURSµp
SVBC0.YSMRORSINVMVFOWRXSTMMWMMM NPRfVEXEIOXSMLLOMKNACOPYOFMEAWPVMOMESTARCFMWXESWAM]gMLMW DVCIWICEEUMW NOR
SYSTEMGEWMMRMRINPDESPMMIt,65UMAWIMI,MMMDUE EFAMWMWIMMf CGNi UMESWPMMOMIDMERR DD MEXRMUWKXMATMLime
DURING FoAVUdWN. MOR 70 THE PREPMER, fMAXSX.S MIXFSS RR PR MREQUIREMENY51
COMMRO0. SHALLIMKLMENTEES1Mµ EMWPMC (BMPY)KMQUIMDMMMCSWPPPa MRMM.COMMCTM5MUM MIETHEINSPfR aMMNRNANCELEME..M
AND MOWN PREVENTION FROM BE61NNNG D4 LOM]IN AND UNTIL(OMAII[fgX 6FEWHNED, 6APMMiD0YALL AVMORITIE,, ANDERE NOW M RMYXAMIS MMI MM MEN
R=WMIINEMP4 BY MHERTMEOWNMMDPFM}MMAPMWEDP NWIT.AGdfg LBMYSSMLLMMXp EOKDCTAROBYCONWL ONOADDM."LC05}TO
OWNERMPOINaXgRNL PNASF504 COHSMUC11Ml. IXOR LONE PREPMEP: REVISE ROBIETION MSPo.I MROIIgX51.1.11 HARRAVA REEMENM3]NI
5. EUMRATIO0.MMLL COMELY WON MINING XMIREMEMRM SAM 211213 OF THE GENERAL PERMIT.
6. BMPYMOWWM SHAUCONPoRMTOPMERAL,S}AR,WR LR[NNREMENRGRMAMMLOFMA M,MMMXABIE.e4RRMMRSMLLIMMMEWAO ALCCM=AS
DIM[RDBYPFRMITIINGAGFXCYMOWNFP.
]. .Y MUSt CLF.ARLYMUMARALLi}ARWMEM.PEbR MYMNSXWRg IVMIMPMTNGSMARWATEBSORRMW TMMT7 MMUSIMMAMAWED IL At ALL
MR'.
R EptIMC100.5MMLMIXIMQF [IFMWG70RIE MMMUMF NtPRA MMMKOUIKDBYMEGFNEM ff.MEMIN1pARI65MF EC1(MIN6LIM]ISSNOMNg FKMMS
LMLLM(IEMMMLMf(.3M(E4WEMFWLSTA SGKS, FMU.fill M7 EeE4FLOPMEMT5 BRIEWOMOMIXSGRWNUD6IUMINGACI MURNM000MW}MM
ME UMRSM MAUP .
9. GMFALL CON SMALLER 41 MN ME TEMPORARY PARKING MO STORAGE ARM WXKX SMALL ARM M USED M ME CORGANM EMINMNAMF ASD C(EANING ANEAR EAUUI
.NoMM. AW M4 FOR LO[ATXG PoMARE FAM ES,.1. THAI AND WHO FAOIRFS,
M ALL WAMI WATER IWNMM TRUCE, III EDRIM,FORNAI UNIFORM, M) MUM M UMIUD TO A DEFINM M4 OF ME WE AND HALL K CpITAINM MO MOPERLY MMROOR
MSWSM. NO .1 MGRRSMG IS AL I OON ME,
11. ALL UOUIS RIND SLID WASRI G E N MAIEO 9Y CONG(M WKXpVFMfDI,MINS MUST KEOM[NED M A UM- PROOF MMLMMM FRAM OR IWEMEAME LINER. A(OMAiCTED CIUM
USES U. ACQMAME. ME UCUIO µp. WASTES MUSTNOT CIXEfALT TXF GRWXD. M(D MEEK MVST NOT Of RUNOFF MOM ME WXUNTE WMMMR pEMMNS M MMS LX Nq
AND NOW%KMS NOW M DSNMFD OF NIKKEI AM ON OM MCL MM MPD REGU4tgXL A SWIM MN5E W 1SRL1(D ADYLEM TO UMN WMMOM FAUUTT TO IN1 CM M
HESPMNOTMO ld610 V}NM ME MOKa FADU]IES. SER.CMM NFD CONCRETE WMI ON TANI DUNNN MU KML RUMVW,
33. WI BW ML AND GKASE AMMUND IMRRNU AND FM1MKM OWNS MALL BE MAINTAIN FD ONE WE OR AFAILY IVAMNL TO COMLN AND CLFµLF MSL OR UI REM AND
VARi
23. met W ME 5174 MEWL BE CMIMMIED. THE BSE Be MOWN OU MD OTHER PET UM BASED W TORK UQUIM FM DBMS SWMOPERATIONS 15 MOXlB D.
A. SOUS WKTE:(LIIEECTED MERMEN, RSRMLT BCMCRM MARLINES TENTING MM I.N, NAME PASKI MIIMRUC1MN 60EMW1gN CCBROG.11 DOMED MUST BE MSPoSED Of
ANDREW MVM COMPLY RAW MIAMI DOpyt REM REM FNM
M MALAWVS MAifR ON, WSOUNE, PRAM f MY MVM MW MANNOWEVE MOPLRLY MORED, lK DM KCONWRY CIXRNNME ,, TO PPEVMT ENLLS IEAINE MR MAP
REGIMIWXS
MGUUA W Wf51pEtFDACRYNS}CMGEMfA1MY5i KPRpN4pTOPRVFMVM0.B1HM.5}CMGE 0 dSMSµ Ci IW}MCOII$ WASRMUS}BE IX(DMPIMXCEMMMPG
.
16. ALLN WAMNPpLLU1pNPRMMIMEMFAMIRMMF EPONTMRMMMDMMESWIPP.SNLLKMRMTEOMSODNMPRARIWMMDKMTOMLOIMURMNGA(TYMN
VMICR
1}. MSMIRBLOPoRftl15O[MESUF WX'IM211UMKNDIWONHMS1ppMOM TlM (REMIMPEOW 7l HM U75.111Ml EEWM65MKLMIN.K[ORN DORM
MH/MISFFOARAI AcNoUVONSIM311U MPENOIXGAM MESNSOX4M AMUm INA MWOMMFOISATIM IRON KATMO Kf W W MRMSMOAPNFA}WX MR SIWL
EpRCK MM/Q)TNECESI]gN5FCM011 E15.3WTM EC RYMU4 U5 25MUEDINAEUMDIIN KIM! TELL SPEOfNAMIX3FCfld115]5,3F1AX0}5]5.3G. MRPNMNEd,
XYCNMIIKHdLSTAWIIRR W ACNRPANLL WRMMM00i SPECSKA}IONK[IXIX ES}S.SX MM BE USED IN PUQ Of iEMPoRMYMULEN.
M. D6 .0 MUg SOFMEMSWMWCpI5MUC11eNAOI XASPMMANENRYSTpPED Ml UKAWKNRY 9ABILQED.MMY MMLLKSTAMLQFDINACWMM(CEDORM
M[TIM[iABL[OEKRIMpABOVE.KFENtOiXE GRVMNG NANRNpM1 WIDSCM(PWIiCR VEGRMWE(WFR. INOI[TOMEMMAMR'. WXfRf PMMMEWRE 6NMCW}OMN
ATIME
MOING AND/MItµDY.VEIWI.RfPYA[[ 1XE1K}KMFNCE W iMISIifM WXM iXE WLLOMX6:KM WR PoNM MMMWLOl5FE0 MINNK 3N'MTYF WFTiyL'KLOW ME
XWLSFMALLDTIV{MFASMMKEOMInURE}M-LOFAMER LMRV.MENNGMEHMMOWUCMWNM WLLCONMM370MN/W15PFUN4IMXMCNMI35]3.33
9. (LMIR06MSUBC411MCIOM WILLN0.[SPoHMMEFMN(NpNNGSfpIMLXi4RCM MNYfYAXLESiiRCMiFMPORAry KMMFMMgX BRNNSTIMiAK1DMV5FDKPFIMWEMT
WARApUALMMWIMEMMSIX5.5F01MEM MU5i M5}MIEFD TOPKVEMRFROM 9EIMG WASMEDBAV IMOME LAIN.CMIVfYAN21, OI10E XKFWAK C60MMNXGOFFNEOR
TOWUM WATEK.MECLFAMU KRMMENT BAGMMURMMFMIFMMWUM THE a NMI NWAOK
M. OHNF f GFFMR50LSiOMP14E M000RYbNMFMSXMKpROIE[TFOfION UBSGI MO MgMEMMKXiNROLGMIMPUMEMA}C1104 M.V'S. siO®NEAMBpOROW MM
LO411CeU5ML KY OMME31RMPMDNRMMEDINKEMOAN3WIMGMEMLPfRMILREOUMLMMTS
3L RMPoRMYSdLAOCYPY[$MUSTMMR NLifEXCEMOMERRM[RJFYCMfXfCM7iRgSB4Mlpl KPIA(FDIN WMACE WAMM WdI1dXGSlW W WATEE CCIIVEYANMSHIIdM
LIMB iGVRFR5RMM50R WXWIKf MdM.
}3. Sl01FSYMLLKUN W ARdIG11FMFOE4Nd71pl pURINGMEfaNdNGPX.SY W KpLCFpW10iFNLW11M1NDFPO'iWl
b. DUf TOME{RAMLMNGEIOVRIMGM[CEl41EIYFMiOFME MMFR.CMO0.KTOAHIWLK KHIDNSIBU MRAMV511M6ME ON510NCLMROLMLMWESILLi FFKKf5. O1EQ0AM5.
INIE7PR01[[ICNDLVMM, R[IiOpKVEMMOSgM.
34. ALLCOM3RULlgNMNLLM VT LMOATMEFMIMEM(WMMWMY,Md WRLO IWNGOFIREMCXESfORU1N1YCd5MUC1gNMDPULLMEMOFGMVELMMMMIX46
PAMw FAAOAomxslnBGrgx.
MAINTENANCE NOTES:
M MEASURES STATED ON ISIS EROSION MO SEDIMENT EpIIAM SAN, WE IN ME MWM WATER MUWmI P RryLXIgN PLAIN MINN. M MMMLMO IN ALLY WNCMMML CMIdEICM MYTH
LMMFR REWWED HER A COMPMMDSMSE OF WOK M FILL SIANUMPW M ME M2 lME M WiMRD COEFOU KR LIED MI THISSAN MUST ROUTINE" SCHEME ME CONSIRYL'TgN
MI NTE4IR BRAIN MAN MK WRING AUK CMSAUC AND MOWN 24 MOWN& AMR A sati EANT GRWM TERN MES INOIM IN All OR
SO AS, MpMW AND SEDIMENTATION
fEMM W U
COM RM S4 ALL K CUFFED AND MARKED IN MLO RAMS MM THE f W O W IXG:
AU SM RNdS SualK IMPAIRED RENYID, M MWLEMEMM WIZEN MR KCOMF ARSHUMRpNiL MI ME MMRFNT MSEMM SO o4 THE NBGM M ML FLIMS MESS MPKKNOW BE
REAOE MRS, BA. OF..'F ON KSCV'N AS S. CMEMMSM MGV MUSS.
3. RMKA.UY AND KRMLEEM SEMMEMAMX MMM MUSTER DRMMW AND ME SE RAN XI RE MOVED MEN WE MOWN OF S WW DENUDED M THE MAIN H ARKE5 Wn1E 5 E
V4UME, DMMMGf AND REM ANT KCO.. WInIMT}MUMIX DISCOVERY, M M WS M FILED CONdItlNS MBN MS ME NAVY IRS- 30S M WE BE AERK KXM34
9 SUARAC[ WATEK. MUUdXG DRAINAGE d B AND COMMMU 5Y5TfR , MUST MIN5M4ED ON MMNM O4IWMENT KING ME DIN MOWN, PoMWTON Must EMM[ ML
A. (pXSiRVC1YJN FREREMNU MN MMTMM5 MUST SEE INFECTED Sp MDEND OF OWAEE 5M EW IDEA
EW PAVED SVMACM. DIAMONDKMMM M UR BE N NBA D FROM ALL
OR-STIE PAVED SURFACES. WIfMW 34 IpUM Of pnCpYMY, OR n MN KFILE WRMIN A MMIIM TIME TO COM PLY DORM Man 9.11412 OF ME 6ENMRL PREPARE.
S. COMMCTOR N RMPoNMME FM EM CIEM AND MAINRRAW OF IEMPORSRY AND KRMMEM WMM MARITY XRGEMLM BASIS. M WELL M M MOMOM PR MESION AND
KNMFMCS BASK, FOR MF DUM1gN M THE USES UmmN NARK AT THE 50f. THE KWEOIABE.L MME..I MOWN. PNMUE[ NM ..WMROI ILCO .
TO PM151 TO 38 OF IME MPGA 6 W ML P[AMW OYER NI OF THE ME AN} MAW XA BEEN NXLLY MAMLHD OR ME MR MM UMER60NF FINN ARRR W MM µD A IX.O.T.1
W UEN WBMORDIOMFMSA.
R IFRMMLMLXAPM MECONMRUR NM WF.M1f UMTgNSMKMMEMMUSTBEREMpVMWAMMMERMDMAMFOUMLWFFMEWMMMI W.3 MPRCM
IDS WG11MSEDMEWNSTMETSCOU KWAMIMINMSTORMSt DYTHENFMMINMWM1WFEAWMMSR MUK160FMMMKM1.
3. MMIMM1pXMMWWU'MKCROTOFMUMTMTWO MEWF �COMftRUCTION ff4KISRWMMGIMLIMiRMM1gNMMANDMEYRNABRMMp MD
fMMCOMILibH Wf iO CON51RUClgN FW VMEMORMNGAGOSSYME IXFM1l4TI0N1Rfd.
;a:o;rRe o: mYaTaaat: or a ab "'"""""" " TEP "' �� EROSION CONTROL NOTES SHEET
1 13/11/3013 TTP JOB IDB OT1'SU6MNTAL RISE am f4 SuEeamin teMbnalFnglneMuntler awTw1Pm1batek.tII 11/36/!013 TTP IDB JOB OTYRFSM MTAI thFutI ofthe. OTMinnesota. DESIGN REVIEW DESIGNED BYF�Prkrt Name: JOSEPH BALM TTPJARMAN DELVELOPMENTC5R�2PERMffWBMU4 CHECKED BY TAKE 5 OIL CHANGE CIDB PHASE ##OF##
ODAIM CTION DOCUMENTS PROJECT NO.REV. #
®2023 Sarnbatek OBRA LianSER SEAS 53Afe �eI Re 18D^'BW191 PIa^N^BIETN'BRncnMl OAK PARK HEIGHTS, MINNESOTA
10-MINIMUM
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GENERAL NOTES FOR CONCRETE CONSTRUCTION:
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has C `STANDARD SMOFNATIONS FOR CONSTRUCTRN'.
I. SIOEWNR CpETRIXNNNR SINLL BE LOGEED AT 5 FEET ON CENTER. REMARK EXPANSION AIDES
SXNL BE LOCATED ATA MMMUM OF IN FEET ON CENTER AND WEN ME NOEWNB MUIS CURB,
STRUCTURES, MD OTHER IRMI
HUD IECES. SALL EXPANSION ADULTS BROOM FINISH SHALL OF
PERPENDICULAR TO THE WE OF TRAFFIC
3. MEMCNffFCr PING FOO ADEWALK ADIACEMTO BURNNG,
4, ALL THICKNESSES. AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS AMR COMPACTION.
S. FOR PREPARATION O PAVEMENT SUMMY SILT OR CLAY WHNIN THE LIMA 3 MET OF
Fill SHED WU MELEVAMJN SHALL BE REMOVED AND REPLACED WTEH COMPACTED, CLEAN
RANDSIST
. EXING SUWRME SURFACE WNLBECOMPACIEOTO AT LEAST IWIROFTHE MATERIAL'S
MAXIMUM STANDARD PROCTOR DRY DENSITY USfM DG9N.
U$'R H 3'R
I I 1/a•A
b. AGGREWTE EAB SHALL CON FORM TO MILEAGENECHMETON 31 IS FOR CUSS 5 ASSOCIATEBME m
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(A .D59B).
i
u ,3 $•
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OF DHISHEDSUBGRMFFLOATRN SNALLBERMDVEDMD RMIAME WFM
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SUWMOE DEFICIENCIES, TEE fMIRESUBGMOE STRIPED RSCANFIM OA DFFOOF 12
INCHES, MOISTURE CONDITE]NEDTOWITMN 2 PENENFOOPIMUM MOISTURE
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AGGREGATEGA EMDSHALLOf COMPAC IMMAT LEAST IWNOMESTANDMD
MOCrOR MAXMUM ORK OENSDY INTIM D6%I.
G BITUMINOUS WMR AND WE COURSES SHALL CONFIRM TO MNWT SPECIFICATION INS
PIAN MIX BITUMINOUS PAVEMENTS.
I. BITUMINOUS WEAR AND WE MUMS SHALL BE COMPACND TOM AVERAGE DENSITY
O% PMCENI ACCORDING TO MEMO R45 BOURNE BUT HOT IESf THAN 92 PERCENT
'
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ME OWXER$GEOTECHNIYCUVSULTAW..
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L ALLTH"NESBS,M$P IFIEDMEMMCONURRDMINIMUMOPTHSMIER
COMpAOMIN.
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BIUMI N W S UFR MD AGMNST A W TTING CONCRETE CUM EOGFS,
3, FORMfPAMTRN OF PAVFMFMSUBGRADE,MYMLECROAYWITNIN THEUPPER 3 FEET
OF DHISHEDSUBGRMFFLOATRN SNALLBERMDVEDMD RMIAME WFM
COMPACTED, CA MN MINDS. METING SU W MO SUMAET MULL R COMPACTED r0 AT
LEAST UNKOFME MAIFRIALYMMMUMMANDMDPMX.TOR ORYMN (MTM
OE901.
4. AFRRMOOF ROILING WITH A LOAC60TMOM MIF WFMTRMC.DREPMRING OEM
SUWMOE DEFICIENCIES, TEE fMIRESUBGMOE STRIPED RSCANFIM OA DFFOOF 12
INCHES, MOISTURE CONDITE]NEDTOWITMN 2 PENENFOOPIMUM MOISTURE
COREMAND UNIFORMLY WMPAREDTOATBMT 100NOF SGHDAROIROCIOR DRV
DENS,w.
5, AGGREGATE WE yULLf0E1iO1MTO MXWTSPEQFIG1RN31i9fORCLMSS
AGGREGATEGA EMDSHALLOf COMPAC IMMAT LEAST IWNOMESTANDMD
MOCrOR MAXMUM ORK OENSDY INTIM D6%I.
G BITUMINOUS WMR AND WE COURSES SHALL CONFIRM TO MNWT SPECIFICATION INS
PIAN MIX BITUMINOUS PAVEMENTS.
I. BITUMINOUS WEAR AND WE MUMS SHALL BE COMPACND TOM AVERAGE DENSITY
O% PMCENI ACCORDING TO MEMO R45 BOURNE BUT HOT IESf THAN 92 PERCENT
'
S. TRPORTUNDQMfMC CRETEPAWMENTMOKNRESFWCBEMACMRDMCEW(M
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PLMFOBEIWffN 511CCFBNF BITIIMIXOUSUFlSAND
SPEOFIGPONS FOR CON51RUC110H', MUST MEDICAL THE MIXTURE SHALL BE DESIGNED
KMINSTABVETIHGCS1OETf CINIRFWES.
M DEVELOP A MINIMUM[OAPRMLVE STRENGTH OF 390) PSI AT 2E DAYS WTH A 4 INCH
OEBIII, BY
mA MUM SLUMP FOR MND PUIID CONCRfT AND A T MINIMUM RUMP FOR
FMCNNE PLACED(5LIP ) CONGUM AND S TO III ENIRMNED MR TM MIMMUM
CHECKED BY
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