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MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS <br /> THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF <br /> TRANSPORTATION"STANDARD SPECIFICATIONS FOR CONSTRUCT <br /> CROW WING COUNTY SHALLGOVERN. <br /> SUBSURFACE UTILITY STATEMENT <br /> CONSTRUCTION PLAN FOR BlTUMINOUS Sl1RFACING AlVD AGGREGATE SHQULDERS THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS <br /> ___ _----- -----------_ --__ <br /> -�- �� � UTILITY LEVEL D.THIS QUALITY WAS DETERMINED ACCORDIN <br /> LOCATED ON CSAH.'�7.____ BETWEEN TH_E_CASS COUNTY LINE __ AND _400,FEET WE_�T OF PATRIOT AVE.IN PE(�UOT LAKES__._IGeoyraphic oesc�iueo�� TO THE GUIDELINES OF Cl/ASCE 38-02,ENTITLED"STANDARD <br /> FROM A POINT 2'900 FT SOI�TH OF MW CORNER SECTION_1_0__ 70 _ A_POINT 1600 FT$OUTH p,ND_2200�T WEST OF NE CORNER_SECTION 10 (�egal DescripBon� GUIDELINES FOR THE COLLECTION AND DEPICTION OF <br /> � - �- -� - � EXISTING SUBSURFACE UTILITY DATA." <br /> SECTION___1.0___TOWNSHIP. 136_N RANGE__29 W_. SECTION__,,,10___,TOWNSHIP_'f36.N. RANGE 29.W_. <br /> STATE AID PROJECT NO.018-617=003 <br /> - -� �-�-�� SHEET NO. DESCRIPTION <br /> GROSS LENGTH ..__3,790.00_ FEET. .__0_718 _MILES <br /> �- PROJECT LOCATION 1 TITLE SHEET <br /> BRIDGES-LENGTH____ FEET_____ _MILES � CROWWING Z QUANTITIES/TYPICALS <br /> ----- COUNTY: 3 TRAFFIC CONTROL <br /> EXCEPTIONS-lEHG7H FEET ... __MILES DISTRICT ; 3 <br /> NETLEHGTH 3,790,00____FEET OJ18___MILES X <br /> BEG SAP 018-617-003 CSAH 17 � - W <br /> STA 0+00.00 � <br /> Z <br /> ` -•, « . .���jy¢//�t r ��� } THIS PLAN CONTAINS 3 SHEETS <br /> ,yy' � � "^J �z ,r � �� <br /> .�? '`��i" �4' ..'J�y 4*i����? i .� t '�� �y$� ��sY*'�F.,yi •S*�.., ' r ..__ <br /> �" .r £ <br /> X �£' .� �� ,.t »�i s . �`�'i s+.''x✓r r. <br /> .; � ' : '�.�rl .+I t i RURAL RECONDITIONING <br /> . 4 <br /> '�' �s' ., ^� .�^ .� �� <br /> .�...4i ... .t 1v •: i ..��. . �.1�':.7i a <br /> � _,,.,.` � ? h;��i. � �r,, �`� ,�'�" 4�r ;"''"� ..," ,.�`,.���` ,ADT2018- -- - ._. .------- 1730 <br /> 1�. <br /> - � ��' v��.�' 1'�3i�'�- � ���2��i ���- � �� . '.HCADT 2078 158 <br /> i };•:w ��'��." � °x"�°��'� i t �.�, '�� e� � �PRJ.ADT 2038 2430 <br /> - `i ��� �,; �� �° .:*�'�;B' �Y���'��'��� .���� �',PRJ.HCADT2038 221 <br /> � . . -,'"�. �� �. -k*'R�, � t...- �INO.OFTRAFFICLANES 2-1Z' <br /> q��� p�q,q.s..,F-- .'� � ?� �r � j NO.OF PARKING LANES 4 <br /> �s�� � .,..�y�,��� �� � . � � �SHOULDER WIDTH 3, <br /> , � R.�+i«r�'�,+,T'!,'�ii�"�,�("' �'.,j ' f�fC�r r -.� +.; <br /> `� � �`�� �DESIGN 10 TON <br /> t � ., '��6 ���,� '� � i <br /> � ,� � s � �i FUNCTIONAL CLASSIFICATION MAJOR COLLE <br /> - �L;-� " - � - � y��� � i y "� „ 'i DESIGN SPEED NIA MPH <br /> �� ,:�*� � � "' �" �+a+F" � 'A'' , ��. t '�ir�'3 ',BASED ON STOPPIN6 SIGHT DISTANCE <br /> � � - � '� ''� > �� �� - " � I HEIGHT OF EYE NIA HEIGHT OF OBJECT N!A <br /> �: s I_�I � �`� , � F ' �, ! <br /> � � ! ���� � . �"'� - �„� � i GE TABIE <br /> `^;�y �- 'a �R ��w�f� ti' r .4 ' �p � 3.0"AGG BASE CL 5(EXSTING) 3.00 <br /> -Cr��.�y �. / <br /> � � � f.� - � �" ,/;� . ' � . �1.5"2321 BITUMINOUS BASE(E�STiNG1 2.25 <br /> ,� .��,� . '��. �, . <br /> �� w' �,_� �)� S;. � ,k � ,LS`2331 BITUMINOUSWEAR(EXISTING) 3.00 <br /> i���'� � .� ��.. .. '� ...r . I 7.5 2340 BITUMINOUS vVEAR(EX1S?ING) 3.00 <br /> ' � s-�r':•'" !j,, ��� �z ° -�` �� ' '- �� � 1.0"2360LEVELINGCOURSEMIX 225 <br /> • "� �.'�,' ' .���s� $ .�'. . "�;~, R. j�..�t�. ,' >+' � II1.5"2360 WEARING COURSE MIX 3.38 <br /> ,�,.,�ar�,.�*nq, �M1 4'�'�' �'r' e+ ,,� � � `}j ~✓ ":`�~�N-' `'� � '�.TOTALGEPROVIDED 16.88 <br /> ��v' '�� -?� �'�;3 �"� '�� .��y �� �� � �''� �� �,.TOTALBITGEPROVIDED 13.88 <br /> �" G}�r �e'�' k ei. ra k r��.�� �. <br /> 'S.'3+.. '4 , " .y C � ' �{ W <br /> . ;. _ <br /> �4.'.� 3 y� �r . •"��2.t �3A :B "I 1 \• '3. �F�. <br /> � �r�� .: � �.. ,f� ��'�•`t� ����.��;�i . , GE Required _._ __ <br /> � � � �� . ��',,: � � �• �1 ��� ,�`e.,:'�� �" ',.�I. �i- rJ ' 15 <br /> t w ' � <br /> ���' " �� �" -y�� � . �J' � � <br /> �""Y" ' ��t f � � �� 7'�.,� � �:'�'� DESIGN ENGINEER:I HERBY CERTIFY THAT THIS PLAN WAS PREPARED BY <br /> :�k t`- � �°'� ��� « � ,,s I• � �" ���a '� �" i� ME UNDER DIRECT SUPERVISION,ANO THAT I AM A DULY LICENSED <br /> ���4`�'�� �� 2. *:Y"y.,,���y ' �'j y�y,����,+s'�' A �� � a � �"i; �'L,,,.ty �" PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br /> _�,�`��' '' . '� #w �, .�} . A� rt'. �." -.: t ,? �"�. <br /> ��''11�.� �.�fi. .. . r y :. •��j� ,�4„µ�fi Y,„ �,',+, t t,.i.eRi f x �•. <br /> �� � .� � :; ` ..• �': �x� ��RY r A � �&.t .��'LlI 'S� � . �.J,{iL7: APPROVE .....__ _.__... . . _._. __....DATE:_---. <br /> £ ���� `J '�, y"(+J� �, <br /> f1 <br /> ��J"/�' � z '� ' t " ati= { �Y w 1 ; , �,+J' +�,'� -+� D SIGNATURE: ROBERTHIILL LICENSENIIMBER2 <br /> �4 <br /> ; a��, ->...:�. � �...'^SIAP�`pi�.. . . �qy� . j {.: �,��a`s ' ` ,v'M�� d,s�8 L � APPROVE <br /> l � <br /> �j � ��4��' q�� -'3 � �' ���� , � D SIGNATURE COUNTVENGINEER � LICENSEN�UMBERO <br /> , . �. � <br /> i ___ <br /> ti <br /> .{.r`.,^i",b. :..y,j �n �, �„.�� " � .�'� ' �j <br /> �".-�.- .f� . " '� .�r' �,.i " "s' W�•• � �� .� ^ ftEVIEYVEDFORCOMPLIANCE <br /> _ �_,-. ..f_� ' .�.. � � .. <br /> .. ..., . � . . .s ... , , _ , s..' <br /> ' ' WITHSTATEAIDRULESIPOICY DATE: ..._. <br /> THIS PLAN WAS DF_VELOf E�USING THE FOLLOWING GEODETiC OATA. � � <br /> HORIZONTAL CONTROL-CROW W1NG COUNrv COORD nTFS tin�e3�1986 4CJUST?nEN� END SAP 018-617-003 CSAH 17 SIGNATURE � DISTRICT STATE AID ENGINEER� <br /> �- � � VERTIGALGONTROL-ORTHOMETRICHEIGH?NAvoee ST/{3�+9Q.QQ APPROVEDFORSTATE <br /> CROW YVING BENCHMARKS AID FUNDING �ATE: <br /> �. PE�UOT MNDT RM 2 LOCATEO IN PEOUOT iAKES,0.15 MILES SOI;TH ALONG TH 3]1 FROM JCT OF TM 3�1 8 CR 11 IN PEpIIOT LAKES,181 Ff EAST OF --� ���-- -� - � -�- <br /> COUNi1' SIGNATURE: FORSTATEAIDENGINEER� <br /> TH 3]',4b Ff NORTH OF EnST WOOOMAN 51.16.8 FT NORTH OF POWER POLE.58 FT WEST OF STATE TRAIL,1.3 FT SOUTH OF NnTNESS POST. <br /> hn�Nl.'ESO'A 2. BRENDALOCATEDO6MI�ESNORTHOFPEpUOTIAKES.0.O5MILE5ALONGEASTSIBLE�STFROMJCTOFEASTSIBLFV5T8TH3]11NPEQUOTLAKES <br /> . THEN 0 65 MILES NORTH ON BIKE PATH.152.2 FT SE OF TM 3]1,45.9 FT SOUTH OF SW CORNER OF ocpESTRIAN BRIDGE OVER T4 3]1,9.0 FTVJES'OF S?ATE A!D PROJECT 0 i 8-617-003�Co�QIH�{7� <br /> BIKE PATH.1 5 F!EAST OF WITNESS POST. CHECKED 6Y'. DATE�. <br />