Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2013-08-14 PACKET 04.J.
REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # � DATE 8/14/13 . � , PREPARED BY: Community Development Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR ***************�**********�*********�:****�****�* COUNCIL ACTION REQUEST Consider awarding the quote for the Public Works Facility Improvements to Eureka Construction in the amount of $89,719. STAFF RECOMMENDATION Adopt the resolution awarding the quote for the Public Works Facility Improvements to Eureka Construction in the amount of $89,719. BUDGET IMPLICATION $ BUDGETED AMOUNT ADVISORY COMMISSION ACTION ❑ PLANNING ❑ PUBLIC SAFETY ❑ PUBLIC WORKS ❑ PARKS AND RECREATION ❑ HUMAN SERVICES/RIGHTS ❑ ECONOMIC DEV. AUTHORITY ❑ SUPPORTING DOCUMENTS �� $89,719.00 Municipal Bldg Fu ACTUAL AMOUNT FUNDING SOURCE REVIEWED ❑ ❑ ❑ ❑ ❑ ❑ ❑ � MEMO/LETTER: Memo from Jennifer Levitt dated 8/9/13 Letter from Jesse Carlson, WSB, dated 8/1/13 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Quote Tabluations, Construction Plans APPROVED ❑ ❑ ❑ ❑ ❑ ❑ ❑ DENIED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ADMINISTRATOR'S COMMENTS _ � City Administrator Date ******************************************�***** COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER Cottage J Grove � P�ide andProsperity Meet TO: Mayor and Members of the City Council Ryan Schroeder, City Administrator FROM: Jennifer Levitt, City Engineer DATE: August 9, 2013 RE: Quote Award: Stormwater Improvements at Public Works Facility Background/Discussion The City Council on April 17, 2013, accepted a grant in the value of $22,400 for stormwater improvements at the Public Works Facility from the South Washington Watershed District (SW1ND) to bring the site in compliance with MS4 regulations. The project was designed and distributed for quotes in early June; the quotes came in higher than the engineers estimate. A re-design was then undertaken to help reduce the cost of the project. The new quotes came in higher than the grant amount match. This information was provided to the S1NWD with a request for additional funds to off-set the higher project cost. The SW1ND increased their cost participation to the full 35 percent match in the value of $31,391. The improvements were originally scheduled to occur in 2014, but the availability of funds through the SW1ND CCIP program provided a valuable opportunity to reduce the city expend- iture for the project. It is recommended to award the quote to Eureka Construction in the amount of $89,719. The funding for the project comes from the Municipal Building Fund. Recommendation It is recommended that the City Council award the Public Works Facility Improvements to Eureka Construction in the amount of $89,719. RESOLUTION NO. 2013-XXX RESOLUTION AWARDING THE COTTAGE GROVE PUBLIC WORKS FACILITY STORMWATER IMPROVEMENTS PROJECT TO EUREKA CONSTRUCTION IN THE AMOUNT OF $89,719.00 WHEREAS, quotes were requested to provide the necessary work for the Cottage Grove Public Works Facility Stormwater Improvements Project; and WHEREAS, quotes were requested to provide the necessary work; and WHEREAS, three firms submitted a quote; and WHEREAS, it appears that Eureka Construction provided the lowest accepted quote; and WHEREAS, it is the recommendation of the City Engineer that the quote be awarded to Eureka Construction in the amount of $89,719.00. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the Cottage Grove Public Works Facility Stormwater Improvements Project be awarded to Eureka Construction in the amount of $89,719.00. Passed this 14th day of August 2013. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk � YY�� & �. l . sy �.''�,� engineering• p/anning• environmental• construction August 1, 2013 Ms. Jennifer Levitt City of Cottage Grove 12800 Ra�ine Parkway South Cottage Grove, MN 55016 Re: Public Works Facility Improvements WSB Project No. 2092-630 Dear Ms. Levitt: 477 Temperance Street St. Paul, MN 55101 Tel: 651-286-8450 Fax:651-286-8488 The City requested quotes for the above-referenced project. Tlu•ee quotes were received, opened, and tabulated on Wednesday, June 26, 2013. The following quotes were received complying with this request: Contactor Base Quote Alternate 1 Total Eureka Consh•uction $87,214 $2,505 $89,719 Bui•schville Construction $90,550 $1,515 $92,065 Minger Consh•uction $110,252.50 $3,341 $113,593 This project is being partially fiinded by the South Washington Watershed District's (SWWD) Coordinated Capital Improvement Program (CCIP). The original grant application identified an engineer's cost estimate of $64,000. The low bid amount was higher than the original engineei's estimate of $62,000. To offset this additional cost the SWWD agreed to increase their funding from $22,400 to $31,391, a 35% match as identified in the grant program. Based on the results of the quotes received and the additional funding received we recommend that the City Council consider these quotes and award a conh•act to Eureka Construction, Inc. for the Total quote in the amount of $89,719. Sincerely, WSB & Associntes, Inc. - �'?p-• � Jesse Carlson Water Resources Project Manager Enclosure cc: A1 Ames, Eureka Construction, Inc. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com R:�02092-630WdminlConswetion AdminH.TR recomme�dntion 080 t 13,doc 02092-63 - Project Bid Abstract � ��� � &:�1s.roczates, Irrc.: WSB Project Bid Abstract Project Name: COTGR - MS4 Services Contract No.: Client: NPDES Services Project No.: 02092-63 Bid Opening: 6/26/2013 10:00 AM Owner: Minneapolis 8/1 /2013 Project: 02092-63 - COTGR - MS4 Services Engineers Estimate Eureka Construction Burschville Minger Construction, Construction, inc. Inc. Item No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price SCHEDULE A - Hydrodynamic Sperator 1 2021.501 MOBILIZATION LUMP SUM 1 $1,663.65 $1,663.65 $11,900.00 $11,900.00 $10,000.00 $10,000.00 $7,800.00 $7,800.00 2 2104.503 REMOVE BITUMINOUS PAVEMENT SQ FT 1600 $1.00 $1,600.00 $0.40 $640.00 $0.75 $1,200.00 $2.75 $4,400.00 3 2104.603 SAW CUT BITUMINOUS LIN FT 170 $3.00 $510.00 $4.00 $680.00 $7.00 $1,190.00 $6.75 $1,147.50 4 2211.501 AGGREGATE BASE CLASS 5(100% CRUSHED) TON 30 $15.00 $450.00 $25.00 $750.00 $40.00 $1,200.00 $66.50 $1,995.00 5 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 5 $5.00 $25.00 $11.00 $55.00 $10.00 $50.00 $11.00 $55.00 6 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) TON 14 $120.00 $1,680.00 $125.00 $1,750.00 $175.00 $2,450.00 $242.00 $3,388.00 7 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,6) TON 14 $85.00 $1,190.00 $115.00 $1,610.00 $175.00 $2,450.00 $242.00 $3,388.00 8 2506.502 HYDRODYNAMIC SEPARATORAND DIVERSION STRUCTURE LUMP SUM 1$50,000.00 $50,000.00 $62,000.00 $62,000.00 $65,000.00 $65,000.00 $77,000.00 $77,000.00 TotaISCHEDULEA-HydrodynamicSperator: $57,118.65 $79,385.00 $83,540.00 $99,173.50 SCHEDULE B- Sediment Trap A 9 2104.503 REMOVE BITUMINOUS PAVEMENT SQ YD 200 $1.00 $200.00 $0.40 $80.00 $0.75 $150.00 $1.85 $370.00 10 2105.501 COMMON EXCAVATION CU YD 15 $10.00 $150.00 $32.00 $480.00 $20.00 $300.00 $40.00 $600.00 11 2451.511 COARSE FI�TER AGGREGATE (C� CU YD 1.8 $50.00 $90.00 $115.00 $207.00 $50.00 $90.00 $40.00 $72.00 12 2503.541 15" RCP PIPE SEWER 3006 CLASS V LIN FT 24 $40.00 $960.00 $75.00 $1,800.00 $50.00 $1,200.00 $76.75 $1,842.00 13 2506.501 CONSTRUCT DRAINAGE STRUCTURE LIN FT 4 $250.00 $1,000.00 $400.00 $1,600.00 $500.00 $2,000.00 $485.00 $1,940.00 14 2506.516 CASTING STOOL GR.4TE EACH 1 $500.00 $500.00 $640.00 $640.00 $600.00 $600.00 $391.00 $391.00 15 2515.604 TURFSTONE WITH GEOTEXTILE FABRIC SQ FT 128 $8.50 $1,088.00 $14.00 $1,792.00 $15.00 $1,920.00 $43.00 $5,504.00 16 2575.605 HYDRAULIC SOIL STABILZER TYPE 5 AND SEED MIX 250 SQ YD 30 $1.50 $45.00 $41.00 $1,230.00 $25.00 $750.00 $12.00 $360.00 Totai SCHEDULE B- Sediment Trap A: $4,033.00 $7,829.00 $7,010.00 $11,079.00 ALTERNATE - Sediment Trap B 17 2105.501 COMMON EXCAVATION CU YD 7 $7.00 $49.00 $70.00 $490.00 $20.00 $140.00 $47.00 $329.00 18 2515.604 TURFSTONE WITH GEOTEXTILE FABRIC SQ FT 48 - $8.50 $408:00 $14.50 $696.00 $15.00 $720.00 $56.00 $2,688.00 19 2451.511 COARSE FILTER AGGREGATE (C� CU YD 0.6 $50.00 $30.00 $115.00 $69.00 $50.00 $30.00 $40.00 $24.00 20 2575.605 HYDRAULIC SOI� STABILZER TYPE 5 AND SEED MIX 250 SQ YD 25 $1.50 $37.50 $50.00 $1,250.00 $25.00 $625.00 $12.00 $300.00 02092-63 - Project Bid Abstract Certified By: Date: August 1, 2013 I hereby certify that this is an exact reproduction of bids received. THE SUBSURFACE UTILlTY INFORAIATION SHOV%IV OP! THESE DRA{VlNGS CONCERNlNG TYPE ANO LOCAT(ON OF PRIVATE UT/LITlES HAS BEEN DESIGNATEO U72lTY QUAL(TY LEVEL D. THIS OUALITY LEVEL I%AS DETERMlNEO ACCORDING TO THE GUlDELlNES OF C!/ASCE 38-02. ENTl7LED "STANDARD GUIDEL(NES FOR 7HE COLLECTION AND DEPlCTION OF EXISTlNG SUBSURFACE DATA". THE C�NrRACTOR IS 7� DETERMINE 7NE TYPE AND LQCA TION OF PRlVATE UTILlTIES AS MAY BE NECESSARY 7p AVOlO OAMAGE THERETO. � _ �� a TICKET NUMBERS: I 122402034 EXCAVATION NOTICE SYSTEM z N � A CALL TO GOPHER STATE ONE (651)454-0002 IS \ REOUIRED A MINIMUM OF 48 HOURS PRIOR TO y qRDVYp PERFORMING ANY EXCAVATION. o A� � n,.. GOVERNING SPECIFICATIONS Public Works Facility Improvements TH�s IYDRK SHA�L BE DONE IN ACCORDANCE 1YiTH THE 2005 EDITION OF THE AIINNESOTA DEPARTMENT OF TRANSPORTATION for the C ity o f ° STANDARD SPECIFICATIONS F�R CONSTRUCTION". SPECIAL PROVISIONS. AND ANY AMENDMENTS THERETO AND THE "STANDARD 11TILITIES SPECIFICATION FOR WATERMAIN SERVICE LINE [NS7ALLATION C ottage Grove, Minnesota DAN�EU THE MANUAL. ALL TRAFFIC CONTROL DEVICES AND SIGM NG SHALL C�NFORM TO THE LATEST EDITIDNS OF THE MINNESOTA NANUAL �N UNIFORM _��`� DD rv = h v lv � •• ��� \- �'� F�J�� � �_TRAFFIC CONTROL DEVICES AND THE FIELD MANUAL FOR TEMPORARY H R. � S' � � � 1NM S IRISH � 75th a S1 U S. TRAFFIC CONTROL ZONE LAYOUTS. � w � xc � y p� Z P � J �; 76th G�G� �, AVE. S.76th ST. CT. z � � s �. �, , 76th z o a CT. ST ,��`� S � T ' S. ��y � IRISH CT E. IRVIN AV. ° 77th c w a � Z r �r � ��,• cr. a � � � �; � r = 77th �� �1t � a �7th P 77th ST.c� S y CT. 2 `'' � � Q o ��� F- c' Y � ST.= � w w > � � P �� `�O sj ,8 X a a 77th ti "' � 78th "= �' J �"> 8y. � IRISH �>> � � C� h z ~ +'a F- �' 1 J`� � AVE. S. � Q� �F,�� 9 �t;` 9G � � cf ,B Xhti a ,� INDEX Q j w ST. S. w � m � v� � �'l � � �.� F 9 S r ' r � 0 79 �2 I � TS th ST. S. a G�, T�, Q "�, 79th ST. S. _ �h ST, S 9 L I �ySr�N w s `s � J ° 1 � x SHEET IJO. DESCRIPTION 2D�OD CI T Y w � AVf, � 79th sr. s. z �a' z• 5� > w S C t TITLE SHEET " HALL aotn � ST. S. a � �02 � so+n � 0 00�� e O° UPPER 815t z � Z GENERAL LAYOUT � (� yo HORNE(��J-� LA. Q v � S � O NE C >t,• a � ' �T S v> ��, U, ��I�T l02 4 �ATER PLAN y F � 'S' �F q FS o� , � 81 st w`� Q o P 9 G 5 SEDIMENT TRAP CONSTRUCTION PLAN �� q�p�, � Fy� SrEqp �F, qV, �, 81St �' 1 �T w� a ST. S, c�. r� . F 6 CONSTRl1CTI0N DETAILS / STANDARD PLATE'. J , y �S F, � , S GC AVE. `� � ST' 82nd 5 � >� � w p F,. �� S q �F� f �F �4G F .��<y�, y j y��. S p S 815t � S 8 3 �d 5T. �Q ���.. ���.,. i o �, a a W � p, °� 82nd � 9,�� 7� a z o ��.� �OF' T lA. F ° o w � 83rd ST. � �P• v' cr/�: v' PLAN SYMBOLS �� 2 0 � 4 �� HY�E cr. w�; o z� Z� > //3 /��' J' J� �� VF ,< N Q � � v v � a � } Z Q m �'' ��y C �/ �� �R s P Z Q p 83rd S w a <� z w� �v S• z o �� S�' J \ Q- PROPOSE� saN�raav >—• �. = 4.C T � ,<"•o "' r. J' z z 9O � ��' . h �~� ��,, h � , � � ° a 8 r Q x a a ---- --- ^� � ��� �<"�' .Z�� Q<". y w HI LLSIDE z � P JF- ' ���.,���P P ��� 4� Oy � e h'� �' `J'T E ISTING 5 IJIT RY —� '� N a4t hs�• Rp � Q v i I�4 IS 4i Q '.'� � ,O G� �i s � Q o Q � LA. �r CIR. S. � PROPOSED STORt.9 »� � � `1' � p �9 a W H5th ST. S. rR Cj � 3 ,�' J �F4 � � Q �. 0P Ex�sTiNC sroa�.� -----»---�`i � � �ti� �0�" Q f m v, �n IRO^��` 1� ���F' a ,�, 0 87rh ST. S. w _ -Z ui y a w Op w , �� � > PROP�SED CATCH BASIN — » > ST ,S � A �I� T r �''• P � Q� Q � p a a Q L � O � �� 4 . E TR. 3 a S. � r c� //ILLSSO w � w �S �'. O� ? � '� � a �m � ;�� ' JAN ERO w ❑ f- � ExlsTirdc caTCH enslN --»--�_�--»-- L � � ����` ��`� ���, ���,Q. 88th � � v, ST. N CT. z JODY o �' UPPER 89th w CIR. S. W THIS PLAN CONTAINS 6 SHEETS. PROPOSED YtqTERId41N - I i - - NQ�E ➢ � G C� F4 �'¢ � � 0 q d � � � ALL APPLICABLE FE�ERAL. STATE. AN� LOCAL LAWS AN� ORDiNANCES 7� f'� q S ` ~ G 6` Z C ST. CIR. W � wILL BE COtAPLIED WITH iN THE CONSTRUCTION OF THIS PROJECT• Ex�srtrac rrarERina�N -- i-----i-- CT. F a9�� 51. � S 1NCB • Z ° o o .'� S T 9 �h > wclR� � _ A Z �, c • Q Z �, � PROPOSED HYDRANT -I�+Ea� � � R � �r� vr TF?. ��� ST. N > � T 90th ST. S. �n a a 90th ST. S. EXISTING HYDRAIJT --I --�}- S° � r� H � �� � N Z � J, � RD. �Z�� a u' z u' �' c, �6- ", z PROPOSED FACE OF CURB 915t ST. C �q$ � � a ¢ a w = c� w �!/2 � a 91st ST. �`u � �� � PRDPOSED EDGE OP BITUTAINOUS S � "� Z P J � Project Location �d ST. S. w o,• 91st ST. S. Q w � i ,; � 0 p N SOIL 80RING LOCATION �.. y9 �p a ���� a Qa a�AS� � U a � 92nd ST. � � �; � �F \ 92nd ST. S. � � � �, �F ° �• 92nd ST.S. � � �. � EDGE OF WETLAND —� '�' tn > > �`r Q JEFFF-'ZY �� �� P u b I i c Wo rks F a c i I i ty CITY untlTS ----- th ST. S. � 9L FP�� S�'� z Q � \ a JARROD 93r � ��93rd � o `�`' � � F.�' ��`' tYl w � 4.i �'� ��2 E. j ST. S. w 51 � S ' w c `h = � ST. a�P�� `r = = w Q-� vi d a z w �� JER GEN o v ' � - � /// = 95th ST. S. 11l � �" b^ � � a r PL. a v' w a � '= w a 9 Sth N 95 th ST. 5. Q � � ,�O`� � �� Q � w 96 h . S. ST. � Q � w � v' vi r /// ' S � 96th 5 S. � 0 o � i ' a � s HA RROOY m N c �' j � a v' � O �,�'_ � � � ST. a a a �� \�' � S T. � 97, th ST. S 97th Sr � � �! 61 \ J U � S, � > �� °' INDEX MAP j ¢ � a > N > w G o x w Q Z �P 0 o i25o zsoo �, a Q � a 98 th ST. a Z z z � Y PLAN ~ = O o >- � w o O S a o so too S. � HAMLF Q � a � w° z w � hh � � 3 °' W z ° � ,Jin., z PROFi�E Hoalz. �,� = LA. = a 99th�' ST.� w a O� o so ioo =� _ � 100th ST. S. �08 � VERT. IOS � r 0 5 10 w � O 1J0. �ATE BY CHK REV ISIOYS Des i gn By: I HEREBf CEPiIf11Wt tH15 FLRN. SPECItICAi1llV. Q2 PsPo4t MAS PFEPASEO BY pIi :'U_F � J D C utt oic[cr smFV�s�rn ara rnai � Ru n anr i�c[raco vaca[ss�u+e� cw:i �[w � xx � 477 Tempeance Sveet � P I on By: '� �°M> ��� sici[ o� unaESara St. Paul, MN 55101 THC WSB ��� � ieC1651�286•8450• Fax:�651�266•8488 o Checketl By: � � wsbeng.com JDC o ApDrovetl By: a TEH , oeiosiia , EAST //z 19 AT \ � 19A '� �� Public Works Facility Improvements WSB PROJ. NO 02092-630 for the City of Cottage Grove, Minnesota Title Sheet SHEET 1 OF 6 :. . - - --. . �_, _ - - _ _ _ � - - - g - - - ._ --� _ :. � , , - .,- , j , �—� -,— . ., > � �r. _ ,,- � ; -T--,� .� �� � .�` "•- ': . r ' .. 'r -. • ��.,:`y�. �.i " � ..'.. . . _ �.. . � � ,r;•.. -, .�� l��` . � ._.... �� ,1�� � ';I �' . �' ' 1 1� , � - �''a.: ..4�� � ,;� `G �`^ rP -v� - � ,f� �'�.•^..__,--�' �� 1. � ` i! ;. - � i �!� A F � ��.. � �� .���-. . �� �� _�►i.i ii ,� JI �i_,���h .. . I ;�� .,: \►� \�.� � ,� � _ :� ?..� � � r F��I � '� .. �: Y 1 I� ;t i� i 'i .r, L�'fd11 ,1 � --,� ��I�' ti�J � � i f� �. � - � - -. ;�.x;F . � . � . M I �' �ii. I . . ',r�1. - : e � � ` t i, J � _ �. -- I �� � . . y r", � � i . a I f R� ��* ..i �. `�.� . , /`:L� �� � .t 1'� �'� ��.� _ !�� 'I � i-1:1-.i_�.'c�L..1iJf �I I i •F A . � •.. �: _ �' 1 - i `• i� .�. - � /•' � � � �•t ��i a E.'�'�' ;�; ,� - � - �` � {I,. .yr, .i,� - �F - ; I ��� ; .-- , � �. ,. � .� ;c , r� � � �_, � ��.�. ���� C �� 1u� J, � .�� . �_ _ � � -��'� �T i . 1 ..':- . `-'� I '(``� S� y � u ' \ � �' �� � . , '_ __. . . � . ,_ , �:17 : �!'3PJY_=,.T.��i_ - � �l,`-.`_ �.V� .ii . . rn� _ .;,� :�'i� '' \,\' f , y. . . , . . �;'� F. I F flf F ' - �}�, ., , +, . : �4� � n � t I' - . . �� ( ... «, � s i �' F' :, �° �. �+ �-� + � , ♦ k _ _ _ .. ' � �� �*: r r,� � aF�. '� � 4 .� ' �i � ,u ,..e.•.. d � �; { % � �1 � ,�'�+ � �I ( � r � ! �' e� `� � •� �i I • r �' u- - -T � � ! .!�. .{I � .'�It ' ! '.-7 \ � � A r. ^ jP � I� ? n �� i i� � • ,. �' 'p • :�n' i { — �..�;_ i �I" _ �� y �' . ��� � �� I . , t ' �` , , e� � .,� �it` 'l_-' l ,.,.. , � ip. �{�� �I.� ,f � i'�' ,� i J ;� . . �,.# ., E, , . . q• ,. - �j . �' - -i�� , C.� � ���� :. � p �- .F � F'•'C� �,� � J „ ,� ,, \ � i .! '!�� _ . � f � � . �(�� �51��p.��-Ci ' Y� 13.._�� � f"' _ - _ _ `� � . 'i. p+ �,�' i� 1, �''`i . - �T , - f FF�IF, f �l� !" � , . ,. . � � . . :_ ' , N �.Il�' ��i,La�. 7-i- . .i'C� '_ ;_ ,'°" - -_� .. '_ta _=i[q-I' �/ - -;; . . , e i� � ��� � � s 5 ;.,�..� .; ♦3 ':�� x,� :y: . - r ( � � l� ' 1�� � � �n �, � ; .I,{�,F, �_ j , ; �,.- ` i f : - (' '�,� - .. - ..`_ , fi � . F .7 ln. �, ( �I M � ' i:�, �'��I ° . _ .µ' '.r;�; �y". _ 1 ' ��� �l" o. .i I .��0.�tti�.�:�-�m . �'I i -..��' �. I" �. ,, � R ` � y �! ] r ._ :� •��.,� 1 :�p y� •� �. _ .a �� 1 N ��`y '� 1 f � � v' ,•" � , li �`J�� f� f., �b� i� `,�' . i: " if � I 1`'__�—l� I�i � t '' ? ` , , i I • - .�:i � k.'���; S ,#��L: �.�;.. , << �� ��a. I��• _ .�� ►� � �s,� . j,�, �:.. ` , � ` ,, t7 . __-T`:��-�+��`} ��� t . a. �\'; _ S. �� k i!!�� �.�'� .i�. r � � . /' . ' � � ' _ �� � � . � � � _ . '� f � � < _ � : . p, �.' . � ��} ! � �� � [d� �. _i S',� k/. `�j i ii ��� t I °�. . � � � `.1.� ��.. - �. t -:�.. _ ' J 1 �A,. _ �� �� 1 `- - I£ ���F`1,■ '` �e � 11 ! - � - {�= i ` - ,4�> 1._ �.� . . . � `,{•, � i L• � .1 i • `S -- `� ?� ` � I( fr. • � �--'Il+ - li � . ? { �;� - 1E , , ' , -. _ �� :� -� �� 4� t �� ,_ ;� �� _ � , c _ ,� i �:;� :��.. � . , , .; ., �, �._�... �,, ����:� ��: �� , .J.. 4 �':. - I � , � I� p r �`� �-r ,� :.�e�:°_��€_�_ . -- �t %¢�yt .1i�j . -c� �,, . . . (((��� , h 9�- - +I.,i� ^�`� . ''� j.; f'� iif . ��i� �..�• �I ,� 1�:� --' �_`.' ._i'�� � �'\. . , �,) ���'''" \\\ .. 1 ` I _ _ � _._ . — ' .l��tti �� � � ." ./.�'�.� :�:� � /�� �7•I� S' .. ". . �,` . . , ��` y ! 't ` � 1 .� �. :J �J � I �. ��' � Y /� �L . ... . . - � C..� ��� .`� �„�. 11 . . - :?,.� �\ .1 . ti v •. /'� 9 . �� , 1 �/ ���..�� �� i l'� � ' �1 . ,�� � "• ,�' �?; j� �� _, � .. �'`'�,� ` � L� .�€• , �j Ij 'f lIL ;�. .. s � � ; l-' . �`.'"'; . �� �,� �; �k'• i .� � i �� . o`D' Ii � �, � �r. i �� + r ' ��� - -:� �,. . \ �_�_ - - �il • ', � 1 , '• � �� '� •? ',. � I ��., �, � ,� � �� 1 -�_; _- � � - �C T --_ �\. �?�'� _ :� �' + t`t 1 I ` �.., � _ ��' I << o _ , , \�� � �' y I' � � . � c� �Y' '� �y+ � �L �' �i } ! ��; ,�., k � � .. _ . � � - , �` �.�7 .l� .i � . : �, �r: r 2� - 7 � l ( -� � 1 � - .:= �b � t'?-- •- /�" 'I�; ' A' ',16g=' ' !1' � � / '?� � � A �� c �- +,% � � ,I �\ , :A � , 4{ !-,: ; a � � - , i , , P� � i (� �r . � , ! f� ,/ � ` � 1 � ; -�: �=� •�.i�� r, •�� � � r ' ; r: � � „ . _ E ; . . . .s.� , . _,;, '; �'.,1.- - `�i'� �,,r; ' .S . .ti, ; i ��e, / ':s i , �; � - � , . -_ - �� . � : t. � �.� , I{ � , � ;. ��;: ��; - ; � , ; � '�� _ - ;``•� . /�� �: �,,,, - r •f .' �` +� 1 � ; � - -"r + ��s.�. _ /� �t�fi�� '�,I � �e+� �y � �� i ' ' -_ _�, o ,\``\ /• �. y �� �� �t t ' , r ���'� � � l.v -,�;' i' �' f ��+ I � / � ! . . { I _ : ; � . , �-`�: i M. '�- :.$ , � ..� ':1" .A.,. .,r�� :�',- , i` ,, `�' '�, ,. � ':\ - - , ; f � { _ � �� _ � . � ' � � ,� f ' j/, �' '�t � '.I f . i � 1 , r ,� , :y i' +,� � .�� ` � � �' •'! � �� Y; . ✓ �' ' �� `\ - - "' ---" .. � F''� � `. 1 ''. , , �� : e�' � � 's � 'k� � .. .. ..- � -��-.� -. _.. , � � .'�` T �� �� ! ',c .� , .I. � � . ,1 �a. �. . t �' � .: , � . - �i . .�.: ��!� �=,�.-,. - _ � . -� -. -.� � ->._ `�,. �� '� i , � ` ; ,�; ' , . ,� },;, � - , ` _ ; I �� + � � � II , �. y. � -�i!!' < 3 �, � j �" ,._� �' - � ..^,/ . •'. ,� :.. � i ,� �. _'._.- _--�-'..�.er� . _ !� '�� � i: � � ,.�". y i � y4' "' f 1•1 __ _ - _ �` y, � � ' � ����� ``,I , .s�C ,� . . � � ' ��� 5, ; 4 �� -�. �:'�i. ��` �k1� ��'°.� i � �L '3' =�I :'�.� \; - :._ \ 4 i�� _ .�I� � •���� , `� � ;. �.t'4I ry � �� � � S.�� ���� i/Sf;� . :f:-� � • p�.�- ■ " ��i .+. ��� ���«� � ti �� ii l ' �..l � \\ ^ � �� � �(- ' �:I � -i � f �r� �� 1 �� .. .. `� {`� � .�t - . 1 i ���� • ' - p�� ,-� - _i� ,� '\ . \.� r' /o� V,'� .1-'�}. ,..� � �. . .1 r -, ti .::.� � ��r:';�• � �: '�"�� �� c�� , `,, �,, ti �. `s �� ��^ �" ?���' � `i ; r ti� ; � /� , .. � � �• f :�' � — � L _ T�;- .� `� � ;c'�/ � ,�,.,� �� `�, � � � '��i �i' �� .-�"lA'! �-, � } • r . . �'<' ., :._\ - . '�' _ ; ,� � � _ � �� `E 7� , i ' N r ,� ��4 n,-�. � �. � gi. � 0� ,. t i j \ �" - • `if '� ; � � w�.� i�` � _ � � ^3 :_�• ��� ,� . � �� V . � I G �z: '' - '"::�. �`� '^ h '� 1 t , � � r , 3 r'� t- a .� r � ,� � I ��� � 'PlIb�1C � � � �'. - � ` \:� - ;�.ti y � : e i.,.., rn, �, � �i �� � I� � �. �`'7 i� I '�G;1 � I, - i b\.� ��x. , . .�,�� ; �,e" �:a �,� .,,� ,�f�.�� � �. �'. � .�,�, },� �� �� �} . I I � ' S„ �.�t� I1 IW01.+�5 - t �, ,�I .r `: \,. �L � / !�� ' �e '�'"� ,�► ° � �'', I � !�`'I � .�t •;� •� � �"'�L E � , �,� + � • i.;� � - - � * �: � r �':r ;-��. t� .r o�, , " ., rM �, ,� .:l �i I � . r. , , ,; — �I � ,r �: < -� ,, �;., � � e j � s; l �, 1 ;� � i �i I IFc�Cl�l�i t �v . - �- � `�• 4� .. s. `�� �Y, � R y /1 _ '�`�.' � r _ � . ��.r r '�e, I. . ��t. �. � ,I: I 'er: . �'- t. -- � _ '�._ ��_ ..� 9 . 'Z';'� Y .\ :�- . � :F 1f . . . � . ' , � e r .♦ ,i } � � ��. � �� � � � � T {L v. � � �.' - _ �`. T.^ _ , i_ �J � • `� � — — — — — - _ �'� - /1 - x � }L��' �,; � � - � �, �;:: .$� . ._ .. ..... -. __. __ _ �__ . ._--_-; 'Y.� i'�� � . �� �+f'- ��\ _ _ � . ��•�...f� ��� - � � , •, l. �I �, , . � ��r �■,'�, ' � - I I ' � I � � i _ 1 �' i�' , � t � 4 , ' ��' ? � � ' i - f . ;. '.k5?� � a ;��. .i ., � �i ! �I: I. �; � •► � 41��1 � _ v ,b '' A� _ �' �+:� 1�+ } :x � i � _ " Ji; , +tr ti,,: "'� ��' I- � ( I � ��i�l� � .� ��,;; '��: �;;; _ �� % � ^ ,S !• y i44 •��"r'�r, � � ,_ cp,; � �- i � � �,. ., ?.�` ,•� :-�, 'F' ��1 i I - I / t ��' ��� �-~_ ,� yy�"{ , ,�;� �,-. / 'g+d �° ,_ _'Y +� ;�'',�4;� '�.�'�� '�::�•�. _; � _����!s��'. _t\ 4,�� �;t ���:,= 1-�... i -�'�7�✓/� ,� 1� �� ?r �!',A '�. �`��' � �!� � . .t. .� - -.,l. �t �. . . _. .' ,. i , '�T� �/� � t''!'u _ _ _ . - . _ . G _'�f,. ` � �O. ' sj�,. � . I ti - : e� ! �. F�/� t��l;0.. ♦ � ;��I ` 1� - J �� �` r�' y � �.. I I! I i • ' �� I � ,q ` k : � - �. ;=�; �� � ,.'� !b'R � fi� � � �' q• � �. � � F�:; �.� � _ i o i ; , �-, � :� "�_ =�.. ,,, n �i� F r�; * , "�r �� � 1, ,. �`i�- , t (1. � Q.. _ � �,. ,lj� �,' "�+ .�''�.A I �� .h 1- � I�' j f _ � �� F6 e+ 4+'r I :K � ' � � ���. , � �€_j � ��� I�,� _ _ p •� � �„_ �� �.� �llA.�7� _`,_ � ` ?+ . .� � , 4 } � '�. n -�. w: , .�' -� , � , � I : f ��.-; 1 Q. S , , Y � }n + " � � � 't `--.' - �cr,., �'�r �b _ � �rt; I � {p � _ "ti � '��.�p . ! _ r a �` � �.� `a�: � `�?. ���,, i `I { t�° Ili`\ -� � - f z+��T. 1 Cf ` �:;fS, /!� ' ,�. ; i� 1 ; .,., ,� . .,;E-�d, � - .;a. _ . ��i-,r=_ _- . �"" .( ��\ . .; ;��, �� _.` . � . . .� . . ��,. u - _ �� � ! �� -4•`7 q- �. .1� `,,,' k � � , � . ,. �. � . ' . , '�.. '� � . �i. .� I _�I `�� .� S� �� .� i.e.�� ��• ?'� - i�� l�.i � �i�l �'�� {�`. .;�It. , �.� � .'!� ` �y..� � :�. � ' �I l�'' . _ . (� " �� I �S _ _ . � . �11 � �. - �. , .i � � j J i ��' �� � t �.``' E `,'i oh � '�r ` � tt �,�� � � � , I f } �._'-i- '� j� I I c heet � ,_, � �i :) �; ,� � , � '�, ��' '�� � � �. i {i F j �+ ,� a•� i i�� i�' ��t, � 3 r � f : i {i `�, � � !�4- � � II J + � ;� �� - t � v. �� � `"�± 1 � t� _1 „ r- 4 � , }� � , `� : � .: • � ' � , • ' 1.: r *,. 4 � I . �. e �r � }� . , - ��, ' �. � �-.�^�. ' j ' � :.L. II r �� , _ � —_ '� ' , � ...1�^ :i� �- i.� • � Aw :!' r- . �� :'ll t T* � . ,/ j � �'. � -�_ �_l�z —� — —� - - '' i { - -� ' M . . ''{� � , � '"� , ��r : �` i• �a,tll _`' ,� - ;- -°- I� - �'� � .� - � � 1' -��.�. . �:� 'ti.� s _ _ _ "� � •� �.� (' - 'f i. �} i" d[ 3�, r� c� a>`� , .;f� � � y ., 4�t,� 1 ��... -�ac.: _a �" : � ; I q• Y�, � :'* c t. ,. �t I� _ i_ ,�. �� k� .e, � � tY'�.`��: y `' �. � 7. � >.�t�r- II � Sr�� � A � s. -. . � , . g � � C7i \ ., . � .� f �! .�lr.. . .,.. t 7 ' :'•` �:.. � � �.p '` . t � �•y,�... • � . � �_ , � _ . ( . �. � '� . ' ' � �t � t . �''� . y ��± . . �t: � ,ili+: t• 'i� . � r.. �.., ..., .,:) -._ ) '`� !. ':..- '..: -. � '�' - � ��:� �� � , F ��� a>P }�1 .�*. 0' ,'� � +�'. t �.: - 1 I F .. � �'•k! � . �! �'\ � ,c� _ _ . i � � . _ � i � � J � �. _ij� � . . "- '.�, _ . I .��r,tc'r :.� ._ '�I ! � i .t' .. "�� 1: I ',���, . �� ` ' .�� �� ���_ tl �rj . '. . J� ��.,, . ,. - �� - II ?` �_ S�� �c j� - .. �' �1� � �'• L� �I ; .� qr � II . 1 � I �"��'a:.` y� ,,��,. . � ' _ �� - �� � p �:�. �`.+� ` •''� � . .•i�� �� zw�A. !. - � � � �.�V� ��'� I -�.._ . w ' - r � • �•it r .>i. _��� �'v: �. _ : 3 , i :.Y �, `w. .t `���. - - � , y �.'�. 'T+ II ,'� �� .r � �� . - .�� k.� . . � -•f : l. '�:�«; _ - �'1' _ _� _ _ _ � � ,��• � � F`'�" . 1�; {;' t�:�.�?�.. : q �! ' i . � �3� j - �, t.',y _:,.� i ,a..:. i - ' � h =v � cr. .F�. ���r!' t .rt� . �, - �.w�f/' .�� .. .a �Tr �� �. i,� . �� �, - --� _ _ �.:�i� � I 1�,- Y t �+.r- :' �. 1•, �, � (,� i I' �+ i ; � � -�� ''` I � I���Y ��• � - Z�. �i -�^,_lil. �•I' �`.7� i \. - �.�(�f; 41' j�. ��V�. II �'.)�Ee 5 � .�!1 �T}?`?'� � ��. � .. 'I �i/�... . ' . - .. f �, � : .� . Y • r,..�� � j„- �.r. Y,P. �. , i�, ' �. II f � � �I� ��,_ ,� � . �� \ . . `� �-� { :=� , : =� , �'+�• �..�'�! _ 1� ,F : F � .r� � �' ,,.,,, :�� . ;�- j : - " - i �oi� , `r 'a� . '+ � �.�.e�i� ��" Y- 'I �i�� ..� ����,ti'.f.' � �� � �) �\�. .. II . , . 9 I' :'��,'-+ 4�% n'r . .I . .��. . 4. ` ] f1� � �:i � ��' . .�.. �.) 1 , � . V : I ��. h, . i .S � ��? �\ ����`��h;. 'y'� 1 .�� J ' �� ; ���� '`Y: II 1 �-;�"" � � I!o(�- '� w�� � d �v .ny� 'i•r � . � . "�.. �j f - �� �`i� v �.� II - �� :�-� ' . '% . A �� fp \ - �.,. � '`.-. � o -1 ..�„ t•. � �G �-�.++��,, �,� �y ' 1 � =s :i S'': - `I . `? � �.+ ; r r_ �, ; t'�`:x ' ��. � �y- � i / � i "f' J ! . ?' � `•.y � ti •`� ,�. V � I I + i i I � � ;t�'� � P i � '.: . ai i �+" � .r "�*�`- �� � =-�'' � . . �� /�r * ;g� i� _ �-,,..�`tr-��t� � '��._ .�. ,�/` l . .s' •: o :� '� . -i y� � :F? �1��1 .,7• •°,rj1 �• t} {�^ � . � . - : - •g= -' —� , I _' Y' •� ��: �.,�` i�';- � �.� _ �; ..,�. . �� l: k �}, . .. �;':1 ��� �. � , II - . �f - ��t,. ."`�. . .f - i i � "�� ?��� - . _ � � �o . �� ��.�'�: :.� � ,��� _ ., l• �j� � t - ,}`' . .� .�. f - .� �,'�j� 3�5�.�'C � �._ r: - N ., i S yT\. .j r� � .,. r r �.... . . r •, , :� : P �- - at_, _ ��._ . _. . -- _ - _ , 4 - � .� � .. . d � . '. � , c� �; '�,_ � ��. 1�:. � �1,, �y 'Y _ , \ .t. �ra I �_ � � '9Sth Str et S � �c.. . � � j, / . ' � ` - , o �: . ;� i .� .: �.. , , �'. ,.;- : „�.,��!' �'�.: �: � y?� . 'j�1i �.� it��,.�� � ���;., �_'=t' ` )-� y{ ;':l .; � . , �''' ��C' . jT" : A, ,�>I .. . r ' � '1 h � ' f ,i = �r `! '� •� '��, Y j�.i'1.. !j�{' ��-�� � ' � , ,. '1 • d , �� r � �r. � �� ''- '� .'�� . � �.�`� � ��.� � �� r. `� �I� �';�y ���i.� _l��(�'" �, j , . f ��a. T � . .� �.it°'i i' .;�t �-� �i lt �," � � �4 �•� - �� ` � . �r.' � F '� _� t 4 ��. ' r�/ f. i . �' �.�, t,, . � � ` ' �-1 ��- - r � � �l � 1. w. � A`� I I - `� J�p; � � �� " . , ,�` . ` T I ,� �d F , .� :� �� i � �-_ ,� .�� �^ . . � ..s� � II ��: �>e 11; ��1 Ar '� i •.r� r t� ;e. �,:` ' '�`.`d, �..��,:1. �- � ! { ' .;t � _ ' � : a� � � �' , � -- � � ' � N � :;lk� . ds _. �,. . - . . �' ��.: :i.. � �. �r ± �! 1 t 'i � . . , _ \.T� II r � ��. � � �� + � �- ��' .� �'. '!f' . - . . f... '� :� �s. �,� ��,3��� • �j - � , 5 ' {� i \"�,� 'Fs I I ;i � �. :� � `9t" � . - � �-.�' Il�' �)�' �� �I ��'i' ,;d .. . �.�;—=�_�+Ic-, ° t -��.��'�` �it�. �� x-y �., .. . - . �"'��_ ��� ��t. �r .r ..�r� . , � � � - t':� ��a�.'+r �', . . t _�� � � 1 II ���. � /� ;,� ���-��- �� PJ4-'�' � - 1.. :i�- .�� �N'?. �� ' �?' i�i� - � ..:y .� r +� a .•f , � . I,�p .\� 1 II � �. ' I ��i. : `��+_ - .9L: -: � ' l��;�l - ,t._ . „�+. ..F� � � _ , , { ��t . : } i�.'l ���i:*7�_S._�;`_�.�i'7�1.�.�; :c_... �ti_�? �� .• f .. •. . .. __. , :1� �t!(h . . ..v ...._. .. �:����_�, �1� .._"Irr �:..�1��1lY1�`i�• _ _ . . . . _ . . _ . . . . �. _ . ,..=�.._. _ __._.., 100 _ r tJ (.I ,�. � 5�,� Ii � ; c '�L'�_ . O IlO. �4TE BY REVISIO'!S OBS i 9f1 BY: � xCAC01 CEFIIFi inLl ix15 FLt!i. SFECI�ICAIIGI. [W F_F0a1 r>5 FFEPtTEL B� W If.Ti_P "' J DC er m�¢r so;cNnso�+ <vo 1x.�� i u a wa� uar+sEo Pc���ressana crs,inECe r:xa - an iempeance Streei WSB PROJ. NO 02092-630 i 9 Plan By� THC ����"�'iP1HEStnr[wuux;EZOrn ��� St.PaW,PdN 551DI Public Worlcs Fncility Improvements � ��� /J TeI:�651�286•8450• Fax:�651�286•8486 for the City of o Checke0 By: j � �vsheng.com � JDC roaa E N�cR�� Pe Cottage Grove, Minnesota o ADDrovetl By: a TEH p<.E. oaiosiis ��� ,, zaoa3 General Layout SHEET Z OF 6 , ; -- - - � - ,` - _ �� . _ _ �- � - ,`-� I ,+� < � . • � I ' I � . ������� � E d � � � � � { � >� � � � � �.- � ':_._ �__ ry �� ' ,' ;� � , . - j i � � , - �' .# - � �r �,_ g �l, � �`` �� � ,�; � _ , ; � �° - �.: . �� c v � E i � 0 i � 0 i � 0 a � O � w 0 - - - - T_ , -.-- � �.� `� \ � � �_ - r �, ��� . � � � � � ��� � � � �, .., � —� �- 5 j* � � .� � � ; �` � _ � 4 _ � ... �;� ';�` .. s � � � ' ',�: � � � S \ �� � � � �..� ��.; Ty �`�,,+ i ,� - ._� `,.� �. �' - s, � � '��.. � . 'T - ` � �� � " � l � i -s � �`�, _ `. -. , � � ��� � � � '` �` '�``.� �� `�` I � ;' F 3� ; -_ { i Y�/ � INLET PROTECTION � - - "^.-_��.37 ;� I ---- -- .�I ���� , � � �:� ' � - - ` ��a . �� - y.�� . � >. - . � .. - .. 'I i � _ �� �J � ( ; � . ��� \ � -' ��' � .' � � .(f� . -' � y ��' . . �� ��. �-� + -. . � . . »•� . � t. . 3' � ��, i � .a �._�,fi .. . � - . _ _ ; _ '1 i /I � � �) N �� f ` �r.,r � K �l . i ,. -- ^ �' � ` B � �I,,:. _ � . '.i� "' � � _ ' - . 'ti"' . � � � --- -- � � ��C �I - :� ��; � � 1NLET PROTECTIDN,,,,��,_, I����I� �/` ������ I� �;. � �I - - ' � E IF - �� I� f� }� ` —�- —_ - I �,� � _ j � �. i� �'i I iSAWCUT BITUMINOUS FULL DEPTH' ��� �l� +� f ��`�_ . � � /`� � ( :�O � � �I j� � �j ,i 1� '.''�, �°(''� �5.. � ' �A�� . F �^*cz � � � Ei� + � -t..��i. _ . �� � �I • � % ' � � ' � '= \ � ` \` 3 j�' I /_ . . . ' ' jl � ,�' I� � �� t _ �f � �; ��., � , �- � —� j � . , . . � D ��� '�_` i r� � ��' M ' �� ���� { � I � � �"' /� 'i� �' ' 1 � ��-� � `,a � � � /J 5 �� I I �'; !�� I � ---- ` � ; ,: � �� ,r. F _ __, `, � ; �INLET PROTECTION� I = � � ' �I� � � , �_ I __ ! /\ ( � - / I � � __. � - � �� � �� � � � � . > '��'� _ -. � �� .H.,.�,,�,��,d � %`� i � �'� j¢ -. �� .,'.,{�� r� � ' t� ` �/ , I 9 i' I� J I ' J �{ �M i.� :.� .t i 9 . 1 � e ` I ! � ' il ; � , .�;�, -� �. I .�I�� .� I � . -; -_ . . - _ _ , =_.!r - -- - - _ =2 I �.., � �► . � . .. I � -�-�;� . i ' �, . !�'b:� .. M I i s�� �, , _ j� ��� � I � � _�'} !, i � � �� �,.s-�..�'��,,,,r � I 9 � i� � , xl f � _ ` �` -� �#� :� # � I I �� _ + I � �'' "_'f .,r �� R I " ��.��� �I � . ,� a .. , i E t= � s ..�. "� "�� s � � � � �� r € � � � l�-i- (� � i il'r,� - �a� - - i y ; y . ;'l « „ � � • i �,. I tl _ � .. I . A!. I ( ? � S'1, '���__. ;r _�_ _. __ n � � .�� � � c��' � • , , 7 y . ,�� - E E � . �- y.;� +.. r R.— +`-,� i �, � � t �f7� � `; : � � T � , � � � ` � ,'" �`' �� r '� . .� �� � � i , j � � � � � A I I .� { s i < � �t '� 1V � { � ' � �� V 0 i " ., � � � ! � r � � i � s_—�- � - , � � � 1 �I }" �� ��'� * ���� I � ':'�,�.�'�• j U f + �j ,; ,�:- I � j � ��a._..,��f �� •� �� I i SEDIMENT TRAP A � "i : ~ �e +i � ;� . B ! � �: F � r ; , � I II .''�"� 1 e � 6j REMDVE DRA I NAGE STRUCTURE AND P I PE . � d _+t ,` q r.-"}J 1— SALVAGE GRAME AND GRATE AS DIRECTED ( � , � i j"�w �r.� �. � � �CLEAR 8 GRUB TREES AS DIRECTED! � ' � t � �� 8Y THE ENGINEER IN THE FIELD' �!�,� *�. � �_, ` �i/� /� j ` ti r ' ' �� r � ` +�� f � ' � A � #. � ' i - y � � ,{, � . '. ,,,� � ' � , ~ �y , - - . , � _ � , . + .� � �� � ���' ' �� ` V p i �� R t � , I _ _ ._ ��p ': :. 71 ,Y!. '+ . II I � ' � � � _ � - �'a� _--__ } � � �, r �, � . � ,�- ' '.�, - r� ���� �.i�,'� .} �.. 9 tl i INLET PRDTECTIONI , � - , .. _.. . •,�ii ' I, �:..f ?� . `_ r + � ,� PROTECT F E N CE��' 4 f ' � - — ---_ —' . . . - = � �` . � � _ �-� _ � r.�1� � n u , _ ,� l , ,��,� _ _ � �`:: '' e 1_��'� '.� �' SEDIMENT TRAP B' ` II I I` • _ 95fh St�eet S� �`' � i ��, � � �. ,�` �,, A-,-. .- �•. �I� � �__�_�/ _+ � F�--INLET PROTECTION J I_ � �'1f1! : � �- ��- Y' � k t �:�'`+.� A�`, •, �� � �".� �_�� � _ _-: - -, �: �` � � 3 t 1� � f • , < + "� '' � C'•r. - ,�`�k INLET PROTECTION � II tl ;'� S'lI i ..,� ; }� y �� ,q �� # � �• : x ". 1 �. \ �� ' �! N d �� �� ��' ,• � II � �.i �^ �.�i=} � . . �� � '. 6 r� � � ! ' � Y? `� � l` ��' � II I i. ��* Y ''� � ... i � '� ` i��,� ���. . I �s'�'... � . - ,�. .. .. � . •� '' V I . I -1j'� �..w � � _ tc� - F ( �• � . '".'7 �n.� t �:.��. ��'�•. �/� � � Q � y k .f> > ' �.�IA � I�� ?�• + i K 4 � 4 � ' � j � ♦ " . 4 �_. �. .. � i _,�„ � . ,� . 4 ' S !: - �>�-. �i �3 � � _ � , p � 1I �; _�_� � , �- �'.\ _ * Y y'' "�,'a� � .� A 1 � �,�� -- �yt_ - s�� � 1@. ' L t :� �. ��I � � _ `�• .. �.. ������ t� 0 j . ��µ- .� 4 � ,.��� . : . .1 , \�.� ` -- . -.i � �.. ,iy. ��„ i�:. h �J .�. S' f-7., _ � : � � . �'tviSi.i.:� + � �� i �� �, � "�[ I_ _ _ _ \�. ak����";�_ .,� . V �l � - � T a '# � i.a�.�_ .,��.,r � _� ����- � .. _�.� � �R��i '� ev cMN aEVls�oas esign ey: JDC lan By� THC hecked By: JDC pproved By: i � engineeiing • planning • e�viionmenlal • consliacfi� ry � j ! .-i � � ,� � � � �4 4�. _ �r ,'� . d�.: rt�. rr � } �r� . �,` � — - �� � �� s � � � � ',�1� a , s���� r T� \ � : �. Y. �1(� �. � � . Y�' � � .� F � i � s , �. �ti � � � ;� ' �i � � '1I� .�� R _ . -� i 4 Public Worlcs Facility Improvements for the City of Cottage Grove, Minnesota � � � � .,at \\ e ��_ � -� , . � � • � t � � �- - � s _p�i{ . I� . . _ , f r j ' s � ,: i ; , � t n t • � 1 I � � � �� , r, J , s. , . S+z,q�.' • ;� _ . Erosion Control 1 Removal Plan � � _ � 40 BO I SHEET 3 OF 6 �. WSB PROJ. NO 02092-630 j t� � NOTES i�=_:='�.-_- - --- �_ � ---- ,��� ', _� a ALL EXCAVAT[ON. CONNECTIONS. SHORING. AND ANY METHODS NECESSARY �� �- ��\ �`� - � TO PROTECT ANY EXISTING PIPES SHALL BE CONSIDERED AS A PART OF THE � � '-''- LUMP SUM BID FOR THE INSTALLATION OF THE HYDRODYNAMIC SEPARATOR AND Y�. _,���� / i DIVERSION STRUCTURE.� � t �O � �� i f \ � .,' � � \ �/ j ,-: '' ..� � �I� �:. ' �µ, I � /�� \1 � I ' '� ' ` � , � - �"'_ � ���y � 1 �= \\ �� oO CC �° - J �� � _ ��,��" �1G�L'i \ �' 4 S . J ' i � �-� t� �/ -� — �— - R �4p.1 � � . �� i I k � j � � �-'S ' ' � I � . � ri � t� - , , . \ � r'��"� � :�ii = ''�� ' � � 0 0 � 0 a i � 0 r � _ 0 � � a �� � � � k ,�; ! � , / s:.ef �, / r � � � � o zo 40 ll y . I � �``/,.y�H �hr ��, � � � '`�'a �I i f � _ . � `i /` � � �' . .._ '� � / 3 i I 1 �� . . -_�..� — I I � \��. / i� i. � f ���`'. '/ � . i � � � �'�` � . � .. � .i -:' � i c � I� _ f' � � .. I . // ,I� __ .. // y, _ -�� ! `� % ; ' � i 1 �� �e� �r �rii�- y,'a � ' � �� iiu j �, � �� I p � G� �I 111 I 1 � Yi� CONTRACTOR TO CONNECT �� 4�� ROOF DRAIN TO DIVERSION �I III I I STRUCTURE' 7 h 11 � + -- — I il� � , il ){I � � ._�—'� ---- ; q p�l � SAWCUT BITUMINOUS FULL DEPTH I �� �— � ..' .... �ACE ]N KIND� ` I� I�� REMOVE AND REPL �I !� 11 � ! RCP', : . I � ; li I I� i i CONTRACTOR TO PROTECT II 0 I II I I I '�'/ IEXISTING WATERMAIN, i �I �'If�t 1 � i � � ' �� �� �HYDRODYNAMIC SEPARATOR i / j ';� � I 120" DIA. I; I 1 I . � '+' �� � j �— �� �� �`�� -1 J �DIVERSIDN STRUCTURE I �i I!�- �/ 72" DIA. . - "�II_„ II Ij� - � � �--�� . — - s_ : >' o U , --- . 0 II EXISTING STORMf �' .. ,, I� �I �`-�� SEWER MANHOLE j , � I �� - --- -- �� 4 � II � �� I �II � ��S- !I : �� / � h �I� �R�� `TC=810.63� � � �I 4 TC-810.75' �IN=805.93 � II �I� 'IN=804.SSe+ �\ �' �� IN=604.30w.n�. 1 II 804.30 �I II ' j 4 II 4 li li il /` II II ' �� �� �� ''�. � I �� �� / �� �� �� �� j� �� �� �� �� �� �� � �� �� p �I � �1 u � �� �� - h u � ���� �, ,� � _ - ; II II _ _ __- - ii ii es i gn tsy • i x[�[ei [txiiri iNn� rxis aw, srccif ice�i¢�. n� x_vosr ras r.;re5�o er oa v,ia J � C n CIfE[i Su�EF�iI51Gi +"J ixal I e�l a[�'JLr �I[[i.S[� �� i�E55IG'�:L Er:;11iSF Li�iEN - 477 Tempe2nce $tfeel � a � BI; i�s icx; c� ix[ sror[ uv xm:[sore St. Paul, PAN 551D1 THC WSB ��� � Tel: (651�286•8450 • Far: �fi51�206•6988 hecketl By: � ws6eng.com JDC Tod� E r{�cRe� FE PDroved By: TEH p„c: ociosii3 ���. �� zaoa3 � �ii II EX. 78" RCP —�� 11 II II II II II 72" D[A� PRECAST II MANHOLE �� I i X 0 811.75 .. . . ' _ _. _.. . _ _.. . _' _.._' @ 9" O.C. E.W. EXISTING STORM SEWER MANHOLE Public Worlcs F�cility Improvements for the City of Cottage Grove, Minnesota ii II II II II II II II II 1112" PVC II � II II � 18" PVC II II �� �� �� 11 �I EX. 18" RCP 11 „ �� �� �� II �I EXISTING STORM II II �SEWER MANHOLE u u � �� A � R� 811.50 811.50 DIVERSION STRUCTURE WSB PROJ. NO 02092-630 HYDRODYNAMIC SEPARATOR SEE DETAIL SHEET 5 Water Quality Improvement Plan SHEET 4 OF 6 HYDRODYNAMIC SEPARATOR 0 811.50 „�,� � — � �� � ` �,� �. f -': � 3� � - _ :�� R? � � . �� .. � ._„ — _ ti�. � :�� �-�. � � � � 0 a � 0 a � 0 0 � 0 O � O � � a ; ` � � ` � � � �,,�;� ; �r ��n :�� �: � ,� � �,. �� �� � � - `. _` �'. �. � ,�`�+ ..� �� � �� � �� � � a i �� - -d; ' :! � ��:� k .�.� ,�F�_ _ g ��� ,-� � ' �� d"__ � .,:, :.j . � Y �i� 3 F I�'. �� '� � � �. , � � z� Q� s tiv JDC an By: THC ecketl 8y: JDC provetl By: TEH i � 20 � / �� �� ��� II II II II II II �� �� �� �� u u u u �� �� II II II �I II II II II 11 II II II I I II I II II II �,_` '—� , �ir —,� �� �� �� ,, i � ° � II �� II 4 p �� II �� II �� II ii i; �, ,; �, ,, ii o �i u �� II �� p q �� I� �� i� ,; ii � q p I� �I �� II I� p �� ,, �� ,� ,, ,, I I �� II �I I I �I II �� I` ; ��� � �� � � �-� �I ��^.� E I��e ��a, �� ( �� - :I �� .�: � �� ,�._ �. '� ” „� 'd�! � N 'm. i . � �'. � _ �� � � � sCE• - a �-� � • - ''� . $ � �.,.. � '� „�j� i -e, ,� _ +� ; � _ `'' - . I .� �� � � � �I � � _� �- � "' I '� � J < I � .� s � � � _ !i� � ' �� � f � engineeiing • planning • enviionmenlal • conshuctio SEDIMENT TRAP B (BID ALTERNATE) SECTION A-A Pi►blic Worlcs Facility Improvements for the City of Cottage Grove, Minnesota Sediment Trap Construction Plan SHEET 5 OF 6 ,"�` �' T _ '; �; .� . . i �� �� ,��}� �, � . E '� 'i i � - � � " �,' i �1 .�' � � �� :�. ,� � ,. �� ,� � �� � � �� � u ' PROTECT FENCE - ���,� . � � �: y �.� SEDIMENT TRAP B' G (ESTABLISH WITHI � I TURFSTONE OR � � �: ` l APPROVED EQUAL� �' � 941: �`,� TC=808. 50 �y IN=901.20 • , � , -� � � - � _ ��'� �- r � � � =:�� . r , ; � ���,�. . �� � P' ;SEDIMENT TRAP Ai i(ESTABLISH WITH'. TURFSTONE ORi APPROVED EOUAL)'. � �; � i �� i �� I � i I ` � � t= � i / EXISTING STORM SEWER STRUCTURE 805.20 15 R � 805.12 804.55 6'- 15" RCP CL V @ 1.00Y. ��`� �'� ' ��` '�- �- ;t:.'� _ , ' i �� ' 't" ,Sr.�� - — — -- � --__ - - - -�{-' — - - -- - y l` . � � -'�--,�'.� - � ��. - -- �� .�� i 6'- 15" RCP CL VI 3l. •. �'��''��� � I�� @ 1 . 00% f— -- — _ �� f =� �r � : . — +3' �'.�'� ' ��.��•�-� I 's �`°; '�+- � , � 95th STREET S i � �CONNECT TO EXISTING j�� � jCATCH BASIN �i �1 � I � , ,�v ��� �! — �� .� �� � �: � _ �_�.�_�� _ :�� �a� �' �' � : � �, � __ — -.�: I �t � � (. : `$ � 1 � �• . �!�` . '�' ' � `� i II`� - i TC=809.45 1N=804.55 . ��� , 48' 810.20 -- ----------- __ 809.62 __ 809.45 `�� -- �---------- 809.20 ---- ------ 6" MN/DOT PRECAST �RAINAGE STRUCTURE DESIGN G (PLATE 4006L) WITHSTOOL GRATE AND CONRETE FRAME (PLATE 4143E) SEDIMENT TRAP A SECTIDN A-A 6' ----- ----------- ------808.75 807.75 � �E� WSB PROJ. NO 02092-630 � raw��,ti �isasave �ca, n�s�o hEm9 er�d gr�i�. 5hell b� Grout bctlom ol monhole to i/2 ExISiING CURB (1lfillShadHAhtlJtbl0lolllJY dlome�er ot pipe ond =_lope grout End 3" die. CrenP iece erd � 2" to�•mrd �overt. OVERFLO�'! IS 'f OF �a o 4" merimum opanlrry;. THE CURB BOx Q Idanhole steps shall be placed HEIGHT �/ Ki;;h �one'r,y Foh�c�}�s Row o that offset +ert cal port on �/000 °�0//� (H6�� &dju3h'14241f Pif1g3. � of cone s fac ng dorvnstreom. / � � mn.oFi",m�.of93°w�tha mi�. 3/d° mo�r b.;hresn fop DOD �, � al^�S end first dng. VPorn firior � R 1 642 G 2�" B � ' � fr�ricfhanahsllb�sw�npai � - �� 5 b ,, �'c W aia11i9dentireaps?emas No b�eck structures ore onm.ed. �E/ .� ` t]i YSf PLAN E�Cifi�d. - _ �»T _ ' : ., _ . `� oeF�ec�oR a�are ' P�r� ettered. se.�e�" �t� Cetah ba3in strucur� wP�'� „ 2 w cealed p�ck holes. to9 elz�b or 3' x 3' b�tt. 1 1/2 " TYPE SP 12. 5( 2. B) WEAR I NG COURSE M 1 XTURE oveer�o�v is v oF � r.s��m�m or z, m m�m or s ( SPWE8240B ) HEIG BOX . ;� HDPE adjuslmenl �%ngs 2357 BITUMINOUS TACK COAT OV=RFLOCI nT roa oF WovenFi�;terFebric ���D�'ti���'a��En'hala4rma vi�rE� asse+na�r end� covec Shell bz Cu�riahed 2" TYPE SP 12.5 (2�8> NON WEARING COURSE MIXTURE wth3concaalsdp;ckho!zsc�nd A ( SPNWB 2306 > cuae s�m�d °SAFII�ARV 5�6°��^ or �, � "STORMSEVYER". h7onhole steps, Neenah Ri981J 6" RECYCLED AGGREGATE BASE. CLASS 5( 100% CRUSHED l oy o� equal, 16" o �e�ce�. 12" APPROVED SUBGRADE � n�um�num sleps H;gh �anaSiy Po�jgthybn� � � (KBj� r�ju_�trrani dr�3. ti PAin. oP2', mex. oP 12", vares bond3d� to ih� ctruCU�r�, t 2"- t 6' �vor�es �siin�,and seol atYrr by approved �eJartt Woven fili?rt&5ia[toensh211ba 5" � W�Pe ssall be cut ou, flush th n ide face of v all FILTER ASSEI.IBLY Wfd�6d2f041i1d17188t1tif0 - � Bm c!9 ° 5ad. hIOTE: Kor-n-secl monhole or equol DIAl1EiER. Y+� �.�tt' � onsidered acceptoble alternate. DETAILA 6� ou-�w�E � 10� AT L04'I PCIIJT B I TUM I NDUS SECT I ON HIGH-FLOVV FPBRIC � � 1'IIlACO ROAD DRAIN CG-23 HIGH 4"LO'f! I I 6" IAinimum slab fh'ickness is 6� (or 74' INLET PROTECTION CURB AND GUTTER l.10DEL , h`8nholaeh�fewiGl , �� r� OR CIiY APPROVED EOU4L. IC^)c�cbolwna53cYon. , tlepth. Increose th'ickness 1" for every 4' SECTION or deplh qrea�e� ma� i4' a�a re�rorce 'Delerminetl by p'ipe s �'�ith 6" x 6" mesh. STANDARD DETAILS ����, �V STA�IDARD DETAILS �,,,� , STANDARD DETAILS � � INLET PROTECTIOi� Calage Grove r A7CH B451N AND MANHOLE ADJUSTMEPIT Ccnage G-rove � STORM SEWER MANHO�E Calage Grove B�Sti'00 CATCH BASIN WSERT ��"�`�P" sooestroo y ���r°Y"' BOf105tro0 �''"""' d�ne COTTAGE GROVE, MINNESOTA �� ���� r: � ����� COTTAGE GROVE, MINNESOTA cu ai��e r:�. �a�� aE.rso�: o� aime �m. ERO-4C r.+o��n 2ooa STR-11 ���e zoos COTTAGE GROVE, MINNESOTA STO-1 98_ERO-OaC.D��G 4B_SiRII.D'rvG 48_STO1.C'M1G ���� j Or ��os�or�, or•F-�.i�r ,�"�' �.� j � - -___ S}•slem Roya �.: 0 0 0 0 � � � � . -� _��.�. �.. .,r... �° w�: 0 000 0 000 � 6 .�rys�� orm �� v.�� � �b��,..�,t. �.�„ � o 0 0 0 0 0 ; : ,:u ��� �:..:.,,: ,:. .�., m ma�a o�a uaa�.n ��i a..�y.,� ��i a� ix�':m O O OOO O O OOO mOENM. Inl (ni I•nl Unl fm! Iml Orr,�nh Iny rt AU� I.1u i'bs. ilNl 0.5 � � � � � � 0 0 �� �.-. 0.75 1 O�O O�O O�O O�O $ � � . . . 0�0000�000 � ) � � � • 000�0000�0 a = �-�� � � . � O O O O - STs 0�0000 0 —� �. A m A o`,rr„� 00000000 :� , O O�O O O�O � -_ - - O O O O O O O O . A � >;ont7_�ecosroa�i[mzo� — .'�n• �� « 4 w.�t�ans Inue 6nlet L\V = Enl! m O O O O O O O O E ,L�\IP-'�I, "�' C O O O�O O O O�O � ; �--DR�HI��I�-�(O':, �� . xnr- su < ae� � O O O O a 4 1\V = 5t�13 evd orcN. Mrd tq vm � O O Q Q O Q lltl0.:: -FJaE .^.::�Ea rs.uc a cmca .. �, � � D � 0 �O� .^;..�':. �.., t�,m r�.7 � OOOOOOOO l � �'��`�f °� � � � � l o» f- i >• u. v Y � �b e''Tn � 0 � � � � Jf inlet ° M Royal �� -�- � 0_ 5 ip n �.� � .� T Mu.� r�,r. e��S U N kelN > L•�. ?:�v[�!�l .,t��:,•.• —� k++t d klw 1Y + o _ Sca!e :n fcat � / n•.•' (6SI)4G2•2130 �.. 1 � � o t+�-�.��s�o>av.,.a 4,a>w��.R.,�d.�ar.�.o��s tx � � „ �ti��yv.�o ;d�•nle� itisccucl .,:U ��d-�xn�,rv�o�.� � Y O O N �;.�*��PL'l3L1['l\'UXI:S11�'ILUI\ul\1F. fw�,a-�-CU7TAC;EtiRUVE_T1� � ;M,�,,.�,R,. � I o1•—� � si.ar.. � '" O ra _____ ,S�dri'-S t._0_I7IRf1 s[�.?m:cw- I o�� ..+.f.n�.��...u�.ni:e. z O O� nn..� tY 56.t ASSOCU7E5. I\C, Lv,:r..e6y. LA{I Rm Ps�r.. � m um1 Y�f� m „� a „ � ur te,na:r.-. TDD � � - IM. �.�.1-13 _ 6_3_I+IIUI us uxx[ lcz'�i2��s� �iiM ewara •t<r.w u - 'v'�,..6rn•e �,�d[�..rhY [h.�rr: eceSlttm•U?o;n��_ _ GL-13IRfl hrot�rO.i¢*.+--� rt�.5nvm-Cc.�Pnai.�s`�yaraTh.�kn �jj �'� Mn � �t�+ � '�y+MYi.a]I.AOnyx�m.rJ-Ryali -. . IS>.(-.�.ts 4 .__----__..-.-.—_�_--__--. --_ . __—__ . ___. R-'YilFn_-ac.vJC..�..ab��c,."vfn.a�fUV,r�n..:�.��✓.wtt�.�fe:�l O ND. �ATE BY [HI', qEVI510`!5 �ES i gn By: 1 xEFEBI CEfi111i ixCl 1NI5 FLLN. SPE(IfICAi1P1. �F F:FL9t veS PFEPesEO 9r W lryrtR J DC xi oiF¢a su:�r�visarv +�a m�i i.�u n�n. ucvaco �eo�cssimu e�eineca ruea an Tempeance Sireet WSB PRO.1. NO 02092-63� � Plon By� THC �'��°r;ovi�csr>iFOrwu.�:esoi> � SLPau1,1AN 55101 Pi►blic Works F�cilityImprovements SHEET iD ��� � Tek�65q286�8450 � Faa:1651�286�89BB 6 o Checked 9y: � �vs6eng.com for the City of w JDC ToOd E Hubner PE O � o Qpp o ea By: Cottage Grove, Minnesota Construction Details I Standard Plates 6 a TEH , oeiosns , zaoa5