|
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 />
|