|
.
<br /> STANDAP�GRA�ING N01Ec� � N
<br /> 1.SFEC'�FlCAiIDNS NNICH AGPLY ARE T1E MOST RECENT EDITIONS Of iME �
<br /> NUNICIPALITY IN NR11CH THE WORK IS IOCATEO AND THE MINNESOTA
<br /> DEPARTMENT OF 1RANSPORTATIqJ SGECIi1LATICNS FOR HIGHWAY 44,llUl U1Nn OW31RUCnM�p�L4 � �
<br /> CONSTRVCiION UNLE55 MODIFlED HEREIN ON TIESE CONTRACT DOCUMENTS. � r%�
<br /> 5�➢$Ii M Fax swut E Da[H�atlRD�wCc rn� �' �
<br /> 2.IT IS THE RESPONSIBILitt OF THE CONTRACiOR TO UTl�lh THE � � 6 tllONq ESOTA �yJ �
<br /> "GOPHER STAiE ONE CALL'ExCnVAiqN NOPCE SYSTEN AS REOUIRED UNDER 2 rn�nur.r� yyui g��p7p��y�g�n ro w� �
<br /> MINNESOTA STANTE CHAPTER 216D,48 HWRS PRIOR i0 PERfORMINC ANY pE'�FRyNE nE lDGtqx p�µy ppt���E5 p6pE y7µnNL - � _
<br /> E%CAVATION(PHONE 651-454-0002 IN iHE iN1N q11E5 METRO AREA OR 4 �•����1�or po mmt �5�� S�h¢!lpES,Bui ii NOi uMRp Ip Syai,Wy,ya � � � �O
<br /> 10LL FREE 1-800-252-116fi). � pv/en q Qu e S���TMT[pyAM,MnRNK GAS,(tLClplC,lplPlplE up�qg�[ � (n � OI
<br /> m
<br /> 3.GRhDING CONTRACTOR SMALL VERIfY LOCAlIDNS AND E�EVATIONS OF W � � I�HE E�iMG�ul�l 6��M ppppp���5�qj�npl.��nE FN�iEm iN \
<br /> ALL UNDERGROUND UTLITES M1TH TVIE RESPECTrvE UTLItt COMGqNIES
<br /> PRIOR TO CONSiRUCTION. r faOMMATqM MM ME URiT'MiiMES 9�/11 oEI�IWE TE�EC6glv � �
<br /> �.ALL CONSTRUCTIW A$CALLED FOR ON iHESE CONTRACT DOCVMENiS � a
<br /> � !d/J�v R6DCAMYI fi T1E2 fAQi11Ei � m �
<br /> SHALL BE PERGORMEO IN aCCORDANCE N1TN RLL OSHA REWIREMENTS. g M cWm�CiOi 9�NL VNOrzci ML Ew511NG UTlln[s w�0 fJfvlEs 9] � W X
<br /> 5.ALL LOT NND EASEMIENT pIMENS10N5 ARE SUBJECT TO FlNAL PLAT, A Qu�Eram to M 1M�T TAEY MLL WNIIMUE l0 F1111C11fW W M�PPO�A y41M[R pp{r�� � W � �
<br /> _ BOT70M q.ay.;�n� narewc cas aa�µe�ccw�a c� wnvo�mc smuciunc Z
<br /> 6.IT IS iNE RESPONSIBILItt OF THE GRADING CpJiRACTOR TO DISPOSE
<br /> 3' � FrVonacn�ont Y+RtOMOED BY�nl. COMi11K10M3 aERA11011 S11�LLL � �
<br /> OFF-SITE ALL iREES,SNMPS.BRUSH,OR O1HER DEBRIS THAT ElU5T5 03 m�[cwneKrGR 9eui psc m nE�T+dno1 a M oa,m u,r Z v�i
<br /> N1MIN THE CON$(RVCTON AREAS.TREES TO REMAIN SMALL BE > nw5 sua��5 5w�o�uuxuFs oq vK�i Bom cpSMic qppp W O
<br /> DESICNATED BY THE ENGINEER_ �. 1�MO(!MPORTED ENGINEERED MATERIAL) g-
<br /> 0.5' TOPSOIL � �'�7-�--�'� ro�coxm.ciw�s ocuv�nw or�cxc•v.nw x�s cprw`xo,ir � �i �o
<br /> ).iHE GRAqNG CONTRACTOR SHaLL SCHEOULE iHE 501�5 ENpNEER 50 f I l_I I I� ru ac�uco nu�i,u o.u�ua ro ura�w«ouio uiu�s w.s eccr1 � a �
<br /> cwgn ar nc caw�naxs acw�nws riw i.wu x ws o
<br /> MAT CiRTi1CAl10N OG ALL CONTROLLEO fILLS CAN BE�URNISHED t0 W .
<br /> L_.-L�-�S amaamu.v m��ua��assw.�ouns � m
<br /> 1HE OwNER OURING AND UPON COIAPLETON Of TNE PROJECT_ 1.INFlLTRATION AREA SMALL BE TILLED AND DISCE�TO A
<br /> ]Cai1RACTq1 TIE COIlR1Ci0R 4,/11 YME M6 01W � N
<br /> e.DENSITY TESiS SHALL BE TAKEN TO EVALUATE T1E CpMGACTION N11HIN 2'DEPTM PRIOR TO PLACEMENT OF ENGINEEREO � i� -- - -_ _ MP�r1miENTS- WTqEmw�N�hp pppy qlgK ap pyy���q�s � Z v�
<br /> THE STREEIS,1RAVEL WAYS OR PARKING 10i5.MiTHIN ME UGPER J fEET MAiERIAL po�:ea /+ID 2Wr¢ME¢SSur vF1amS up>nr i¢¢�,�q a�xtf3, btt W V m
<br /> �wf�y'qutter v�lp y�Ml BC IE1FAm.OISVOSK 6 N!v NIS1E Y�1f11 q,WT lEl Z
<br /> OF STREET,TRAVEL WAYS OR PARKiNC LOT SUBGRADE.THE CONTRACTOR °� MAIFA iNiO ME SwiMr gt0�MRY 5 Y6[Cr ip piv wu�fL � Z 3 W
<br /> SNALI INSVRE iHAi ALL SOILS BE NOT MORE 1HAN ONE GERCENTAGE POINT 2 ENGiNEEftEO MATERIRL(12'DEPTM) w \ g COI�R v�Y,wE ND110 mERntE urt vALKS q w�➢q.w15 d btt Q � Z
<br /> pVER THE SOiL'S STANOARD PROCTOR OPPMUM MOISTURE CONTENT,ANO -60R GRANU�AR MAiERIAL-COARSE WqSHED J O O
<br /> TMAT COMPACTION TO A MINIMUM OF 100I OF STANDARO FRO�TpR DENSTY SAND-ASTM C-33
<br /> BE GROVIOED.iN AREAS BELOw THE UCGER MREE FEET OF S�BGRADE OF -40A ORGANiC COMPOST-GRADE 2 LEAF LITfER � ��� TIE tliY ENfi�EFA N1D 11E ENGNEQt SNµy E xpTilED M Nq1R5 PRI(p � � N d
<br /> 1HE STREEIS,TRAVFI WAYS OR GARKING 10T5,TIE CONiRACTOR SHALL ��� �0 W�IEMCMG M0�lc CMmALIwS 9�M1 BE 9.gLC}LO 4uT Wwl f
<br /> COMPOST ' VFORrt MOIIi�Giv�i5 MOi tl�p 10 nE p�pX¢n.
<br /> INSURE THAT ALL SOILS BE NOT MpiE THAN THREE PERCENTAGE PpINTS � • • ^
<br /> OVER THE SOIL'S STANOARp PkOCTOR OP1IMU�I MqSiURE CONIENT,AND },�NFILTRAiIpJ AREAS SHALL NOi BE E%CAVATED TO ��"' " a^SIP�3 TI�T ME�I�fZED fO�INfNESS lp W EpS55 m01 ME /
<br /> TM�T CWPACiION TO A MINIMUM Of 95S Of STANOARD PROCTOR�ENSITY ` C615lItULTp1 9lE 91�11 BE IRDi{A[[pi pq}µp pTq pFgqS
<br /> BE PROUiDE�.iHE CRROING T0.ERANCE FOR THESE AREAS SHpLL BE 'MTMIN 3'Of FINAL GRAOE OR SMALL 9E KEPT 6'm��vCwa ry pyreqa�e tp0;c nea REMINC iP01 SND LONS1PUCnd. WS!ipf MK 91NL BE CpHgppRp L- -
<br /> OFF-LINE UNTIL CONTRIBUPNG DRAINAGE AREA HAS (NWOi�iJ87. ry��p��N' �
<br /> vnTMiu o.i't. �mw.u.o ra cwm�c..
<br /> BEEN CONSTRUCTED AND FULLY STABILIZED. m.(�ro�) ME mr,mnt*w s�uy gc qgpwgg�to�wM1wH,�oFa�rt srortu
<br /> 9.LOT CRADING AND/OF THE PREPARATION OF BUILUING PADS SHALL BE No `I• pIMN��cROIECiY1N Cf M 9R N MRA ip qy.q,i FA09p�u�0 �
<br /> CONSTRUCTED IN ACCORDANCE vnTH THESE PlANS ANO SPECifiCAnONS. 4.HEAVY CONSTRUGiION EWIPNENT$MALL BE KEPT OFF ATwG 0�w-4iE.wp afi-9R,wE�S, iy5 y�,41 pE M�p�g�Ep
<br /> 1ME CRADINC TOLERANCE SHALL BE C.30'f.ALL EARTHNqRK OP[RATIONS OF INFlLTRATON AREA. Bv VW£IIENT Of NAv B�tES Pv Rl[p f�pwG FFNq Nl0.Mp M[
<br /> SHALL BE PERfORNEO IN ACCORDhNCE W1TM iHE MUD-FHA DAtA SHEET '""' '� '" OFNNA¢wlE3 NO WTF15 uo BY CENs�RUCnW 0�qioq BEau; �_
<br /> ]9G'LAND DEVFIOPMENT'MiH CONTROLLED EARTHWORK',PRONDING 5.SEE�8 MULCM ��AS���/DbBT��A�R'!��tl��Y
<br /> FOR A MININUM 0�95%STANDARD DENSITY,pR AS OTNERHISE SPEpFlED -MnDOT 34-262 AT A RATE 0�11.5 LBS/AC CN1ED WT AS A B�D IlE1 d n1[gp rpqy,,Wr tF�son�.w�qTOUNC,
<br /> B"iHE CEO-TECHNICAL ENCINEER. -T�'PE 3 i"ER?ILIZER SLOW RELEASE 10-10-10 AT A CONCRETE VALLEY GUTTER ��3'�Y��'����������Ea�Mr
<br /> RATE OF 200 LBS/AC �us�M6 94VL aE�r INC Cprtq�Cr01'S p�FNg.
<br /> 10.IN AREnS YMERE RETA�N�NG WALLS ARE PROPOSE�ON CONTHq1ED FlLL -MnDOT TYPE 3 NULCH AT A RAIE 0�2 TONS/r1C i*5 TE IS�pIS�l�tt p�ME CONiN�C10n�0 qrolEtT u1p IEA�[
<br /> nREAS,A AIiNIMUM 95R ST4NDARD DEN91v NEEDS TO BE NTfNMED IIM041UNBCD TXOY 4NIKp15 q1 YRINpITS 4T ip1 Trl(9/ml�lypM p� �
<br /> MHERE FlLL THICKNESSES E%CEED 10'BELOW WALI FOUNDA710N �
<br /> e�evanaas,n rncNeR�nw�MUM oF ea�sHa�i ee nnniNeo TYPICAL INFILTRATION BASIN o
<br /> 11.BUILDING�ADS SNOWN ON EACH lOT ARE TWICAI ONLY.1NE DEFiH OF THE ?�NL 6E 1NC It6PUl99tltt Of ME @11RACRIR i0 U1111S MC °'
<br /> OOP1fA SfAIE plE CALL'C%GVA1pM NOME SYSIpI AS 11E0.11RFD U1�EER I
<br /> PAO FRDA1 GRONT TO BACK SHALI BE CRADE�THROUCNWT iHE FULL N10TN �-�-�1 YMtEYJi�STANIE O�MifR}1Gp,y MpUpS q110i ip p[plqyNGµYR -m E�,o O
<br /> OF THE LOi OR AS NECESSARV i0 ALLOW FpR CONSTRUCIICN OF A BUILDINC \ EaGYnTW(Mdi[�y4pml N M 1WM pT6 4FiN0 ARG W ipLL
<br /> AT TNE NINIMUM SIOE YARD SETBACKS.(REGER TO iHE PLANS GOR SPECIFIC �--- �REE I-l�J0.]�]-Gyti). - -
<br /> SETBnCK DiSTANCES.)IF UNSUITAB��.E SOiL CONOITIONS ARE ENCOUNTFRE� _� oE�artv hS15 s��u B[iuR��M ut 1qU�MES
<br /> NITMIN A PROGOSED BUILpING PAD iHAT CANNOT BE CORRECTED OR wT�!TIE SIRFEi Opa yLCINN,W�ME G�D NSA�TO EVN,U�}[!�E
<br /> REMOVED,li IS ME RESVSONS�BILITV OF 1nE CONIRACTOft TO NOiIfY ��PW MIE`tD WMM Ullln cW$mUCnPl. MM M Uwpt o�d t
<br /> J ifEi Oi SiNEET AIBGpM1pC T�[Cp1p�CTqi 4W1�N9FE MAT Nl
<br /> SOIS BE NOi Ypp[1Xµp�E HFfEMiI.�VONL OKR T1F SOLS
<br /> TME ENpNEEP DF THE CONDITIONS NND TO LOCATE RIE LINITS Of 1ME STMDN�PNOCiOR OPMILY YOSIUIIE CON1fNT,µD TUi LOW�CTd ttl c y
<br /> UNSUIT�BL[AREAS. _`o E�v d°'
<br /> 6 tPo 11 6 SiArDum vNaCfpt oErBtt(�uSHTo*-f9)EC "�e�'-y
<br /> �2.iHE SIiE GR�DING TOLERANCE FOR iNE 9TE SHWLD BE t0.t'FOR SiREEiS ���w f
<br /> owoNom. MnaN V*un*�wn N aPo�m�a.u¢ws Ia�n ueis) _
<br /> nNp T0.3G'FpR LnNOSCAPEO/OPEN AREAS. ,�ip,�pE/,5 gypN��q y�R q��y��� - �
<br /> WMINACT011 9141 IM91RC tNAT NL 90.5 6E MOT YdiE TIMI 1XXEE '
<br /> saFriFi. .a��nn u.0 N�T�o- rcnaNr�.¢Panrs mc TMii ms sru1ouu rnocmn avnuw - --_
<br /> ws�u�cwroir.uo cow�cnw ro�wwuu a w x a _ I o
<br /> 1.TME EXISTING iOPoGRAPMY ANO CONTWR ELEVAiIONS ON 1HE PLANS NERE STrHowm wociprs ppgfy g qp�¢D. E 9.iRfMi or.ui uyrr '
<br /> ors
<br /> iPp�ClES S�WL E fIM91E� q1ApED ttl M[pLV�iqN4 A$STNtm Bv
<br /> PRONDED 8Y JAMES R.HILL ON MARCH 16.2015.iME DEGREE OF ACCURAC� nIE UMrkEn m WTMN A i0.Exu1¢K tO.J'IM roEn SV�¢N¢w5
<br /> 0(THE EXISTING CONi0VR5 SHONN ON IIiE PLAN I$EWAI TO i ONE HA;F /J+� t G�'�IM�N SmE[t fio�i pr ruR, TI[ppgTy YLL R 16rtn
<br /> BT AN/JPATSO lESNIG lMP4ldfr. M�vflroKO 1ESlNG IFTIOD
<br /> H „ourala iNiERvnL. PROPOgD BUILDINC �.o�unuas.uuac.x oonm Y[rzn wr ec uuo rrn inc odyn
<br /> rtsrs m[�a�non w mc rtsrs wu��r�o�eend or me
<br /> $ITE 6'TOGSdL ENC Imi. /��
<br /> Ef�511N0 M1�91m OtMMC OiAOE 5'MN/DOT CONCREfE(7Y]2C) nr owsn o.0 �e. .� . un u��s wev W
<br /> 4xME �� MINtl/p1N B�SELECT GRANULAR YAIEPoAL Fu_ �um��muo.���n.enru�e inium it na�s n-_ F1
<br /> 1 �5�• lFD AT i!E�TOR'S_E]SMg Ftlt � / �
<br /> APPROKO SUB(RADE ' s hrF�t�Y n2� �
<br /> - �.�" U a�,
<br /> s--�.��-c - � ���.�K-� � -���;�,LL i ��
<br /> � �
<br /> . ,
<br /> CONCRETE SIDEWALK & PATIO SECTION f��
<br /> �_�__ wa-wwe maucnw _ _ � O F
<br /> a
<br /> �-----' � �i
<br /> MQ!-SElECT B�CKil!Y�IFPoIL Z � ��3
<br /> � sui.�ac �J � E"� �
<br /> �
<br /> YARFLL 1 �� O A �O
<br /> BOiiUY Oi UHSVIT�9lE YAIpGAL �
<br /> VMqf T0�0.�m1EMT�0I 9FSEG Y�lOd�l) M 0 �
<br /> �L�
<br /> �Z
<br /> BUILDING SITE & PARKINGjDRIVE AREA SUBGRADE CORRFrT�ON D TAI z Z �
<br /> � U
<br /> a a"
<br /> a �
<br /> �
<br /> DRAWN BY
<br /> CJK
<br /> DATE
<br /> � ��.� ������y�� 3/i e/i 5
<br /> a
<br /> ° REVISIONS
<br /> �
<br /> o �„
<br /> �
<br /> � 1-1/2�BINNINOUS W[ARN1G COVRSE
<br /> O YN/DOT�NE82WB
<br /> � TACN LO�T(MN/DOT SPEC.335))
<br /> � Z�&1UYiNq15 BASE Cd1R5[
<br /> MN/DOT SPNNB2JOB
<br /> M B'ACG.BASE 0.A55 S
<br /> 4N/DOT�EC.]i.Y t00i plllp1Ep UYESTONE
<br /> a
<br /> TYPICAL PARKING SPACE STRIPING '°°"°`�°�1e°�°°E
<br /> 0
<br /> 0
<br /> m PARKING/DRIVE AREA S CTION
<br /> �
<br /> �
<br /> a
<br /> i CAD FILE
<br /> °1 8519-40D
<br /> m
<br /> PROJECT NO.
<br /> � 8519-40
<br /> 5.1
<br />
|