The URL can be used to link to this page

Home My WebLink About2013-12-18 PACKET 04.O.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # � o DATE 12/18/13 ' � PREPARED BY: Community Development Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR ************************************************ COUNCIL ACTION REQUEST Consider accepting the public improvements for the Pinecliff 4th Addition. STAFF RECOMMENDATION Adopt the resolution accepting the public improvements for the Pinecliff 4th Addition. BUDGET IMPLICATION: $N/A $N/A N/A BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE ADVISORY COMMISSION ACTION ❑ PLANNING ❑ PUB�IC SAFETY ❑ PUBLIC WORKS ❑ PARKS AND RECREATION ❑ HUMAN SERVICES/RIGHTS ❑ ECONOMIC DEV. AUTHORITY ❑ SUPPORTING DOCUMENTS ,� • REVIEWED ❑ ❑ ❑ ❑ ❑ ❑ ❑ DENIED ❑ ❑ ❑ ❑ ❑ ❑ ❑ APPROVED ❑ ❑ ❑ ❑ ❑ ❑ ❑ � MEMO/LETTER: Letter from Dave Sanocki, Stantec, dated 12/11/13 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Pinecliff 4th Addition final sanitary sewer, construction plans ADMINISTRATOR'S COMMENTS watermain, storm sewer, and street Administrator � ( Date ******************************�****************� COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER � �� . ., �� . : "" _ December 11, 2oi3 Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Tel: (651) 636-4600 Fax: (651) 636-1311 Jennifer Levitt, PE City Engineer/Community Development Director i2800 Ravine Parkway South Cottage Grove, Minnesota 55016 Re: Pinecliff 4th Addition (Project Acceptance) City of Cottage Grove � Stantec Project No.193800132 Dear Jennifer, The Developer, Lennar Corporation, recently completed the Pinecliff 4tn Addition improvements. PROJECT REVIEW This project began in July, 2oil and was substantially completed in November, 2012. All remaining punch list items were recently completed in November 2013. CURRENT LETTER OF CREDIT There is currently one letter of credit for this project that is being retained by the City. LOC# CPCS- 9 which is for public improvements, is in the amount of $2,800. RECOMMENDATION The Developer, Lennar Corporation, has satisfactorily completed the requirements in accordance with the project plans and specifications. A copy of the record plans submitted by the developer has been included for your reference. Therefore, it is recommended that the public infrastructure be accepted by the City of Cottage Grove. It is also recommended that the current letter of credit for the project be released upon project acceptance. If you have any questions about this project or require further information please contact me 6 5 1-60 4 - 4905 Regards, STANTEC CONSULTING SERVICES INC. � . Dave Sanocld Senior Project Manager copy: Robin Roland, City of Cottage Grove Craig Larson, Stantec File �esign with community in mind RESOLUTION NO. 2013-XXX RESOLUTION ACCEPTING THE STREET AND UTILITY IMPROVEMENTS FOR PINECLIFF 4TH ADDITON WHEREAS, pursuant to the Development Agreement between the City of Cottage Grove and Lennar Corporation ("Developer"), the Developer undertook to complete certain Public Improvements relating to the Pinecliff 4th Addition (the "Addifion"). Specifically, Developer undertook to construct and install the following defined Public Improvements relating to the Addition: Sanitary Utility, Water Utility, Storm Utility, Earth Work, Landscaping, Erosion Control, Engineering/Administrative, Streets, Sidewalks, Lighting, Trails, etc., as more fully defined in the Development and as documented by the plans and specifications on file with the City; and WHEREAS, the Developer has stated that the Public Improvements have been completed in accordance with the Plans therefor then in effect and that the entire cost of the Public Improvements has been paid; and WHEREAS, the City has inspected the Public Improvements as of the date hereof; and WHEREAS, the City hereby determines and certifies that the Public Improvements have been completed in accordance with the Development Agreement, City standards, and the Construction Plans; and WHEREAS, the Developer and the City warrant and represent that all information provided herein is true and correct as of the date of this document. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota: 1. Based upon compliance with the Development Agreement; Grading Permit; City Ordinances, standards, and specifications; and the Construction Plans, the Public Improvements are hereby accepted by the City. 2. Based upon this acceptance by the City, the Public Improvements shall become the property of the City. 3. Based upon compliance by Developer pursuant to the Development Agreement, the construction of the sidewalks within the appropriate road right-of-way by the Developer is hereby approved and accepted by the City. 4. Based upon compliance by Developer pursuant to the Development Agreement, the construction of the trails by the Developer is hereby approved and accepted by the City. Resolution No. 2013-XXX Page 2 of 2 5. Based upon compliance by Developer pursuant to the Development Agreement, the installation of street lighting by the Developer is hereby approved and accepted by the City. 6. The City hereby certifies and accepts the As-Built Drawings of the Public Improvements. 7. The City hereby releases the letter of credit on file for these Public Improvements. Passed this 18th day of December 2013. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk PINECLIFF 4TH ADDITION COTTAGE GROVE, MINNESOTA FINAL S ANITARY S E WE R, WATE RMAIN, S TO RM SEWER AND STREET C�NSTRUCTIDN PLANS FOR LENNAR CORPORATION 935 EAST WAYZATA BOULEVARD, WAYZATA, MINNESOTA 55391 PHONE: (952) 249-3014 FAX: (952) 249-3075 . STORM SEWER STRUCTURE SCHEDULE TRUCTURE N0. BLD. INSIDE DIM. NEENAH CASIING CB 306 4.00' 24"x36" BOX R-3290VB CB 3066 2.70' 48" DIA. R-4342 CB 307 3.07' 48" DIA. R-4342 CB 308 4,00' 24'�x36'� BOX R-3290VB CB 3088 3.60' 48" DIA. R-4342 CB 310 4.00' 24"x36" BOX R-3290V8 CB 311 3.94� 24"x36'� BOX R-3290VB CB 312A 4.00' 24"x36" BOX R-3290VB STMH 312B 9.81� 60" DIA. R-1642 STMH 313 14.68' 48" DIA. R-1642 — `—aT'__� Til��.—� � � ---� -- ----- ---- � � � � � �.� � ��---�" �--� � 1 I � 3 1 S.� r"_ '_'_'__'� I -� � �� '��=. � Z �� — ' —y �� '-`.. L___ _ _ t . �` ( ` ;�, �L �A� � � � I � I� ,► II a � � �. i� � d�l�� . / � -- — — — - l -- - — -- — — — -- — � � , _ ; , ; ��,� � . I 1 `�. � � � � �� • - � _ A 8 � � � � �;�` I r '- � `. I ! � � � � � ' � � �--�� ----------; — — — , ; ----; / � I �� , , ; , r �; i� �_ ', ----------! — — -� � � � --------- � � � � � � � � ; ' � 4 `17-,��-F-- ='-= ► � ,_ ' ` � �� ( �� ' ■ � � ° .. �� I ■' / __r, _ _� \ � � � c d �" a, �— _ �- - �-D � , � �\ o i � � . . � C, !' �� ,� . - �- , � �o L� �N �� -��tOi ��'�,, ,� � \ C� �� --� L�S '� c; � � � \ �� / �1 r � i � / �� f,; �l " : /� \ i ! � / �" / \ _— — �'`�� ,-j� ._ `�'� � J , ,< „uii�i V � � T �� ; � � �,� .�� _ � �� 1 � r __ __� ' I � � ' ; � I�� I �+ � . r �� f '�` � � � --- � � / / / � � \\ F� � <) / �C1 - , �,G o � ( �._ �, i � \ ! \ �, \ } i � \ �f > > � � � I d�p� � ' �`' � � I � � , i y' a / � �� +`�< � � �,.� .��. g . •r , � j ,�s - � ' � /�,` y �': � � ` � • , ' .�-'i ""� � � Ft \ � ��, u_ � ..��'�;,r �i � . �� /�� \ � �� i � � � LL� \' � / ❑I❑� \\ r \ / � '- � �+ � `° \ cd \\ � � i i \\ �/ i , �,` —�---- --- PftWECT TO 9E CONSTRUCIEO PER SPECIFICA710NS (SPEGA PRONSIONS - PINECLIFF 2ND ADDITION, OIVISION 1,2 & 16, PRONOED BY BRAA). CITY AND PROJECT DETAIL PLATES (SHEET 6.1-6.3), MNDOT SPECIFlCATIONS 2005 AND CEpM SPECIFlCATIONS. ANY CONfUCTS OR OISCREPANCYES SHALL 6E RESOLVEO, PER THESE REFERENCED DOCUMENTS,IN DESCENDING OROER. � �HE�� IND�X nn.E sH�r SIIE INFORMAlION FlNAL EROSION dc SE'DIMENT CON7ROL PLAN EROSION dc SEDIMENT CONiROL DETAILS SANITARY SEWER & WATERMAfN CONSTRUCTION STORM SEWER CONSTRUCTION STREET CONS7RUCT10N DETAILS z � SCALE IN FEET 0 100 200 300 t inch = 100 feet DRAINAGE AND UALI7Y EASEMENTS ARE SHOHN iNUS: � � s-.� I I I I 5 �� —J.—J L—L_ BEING 5 FEET IN N1DTH AND ADJOINING SIDE LOT L1NES, AND 10 FEET IN WID7H AND ADJOINING STREET LINES AND REAR LOT LINES, UNLESS OTHERVIISE INDICATED ON 7HE PLAT. �.� 1.2-1.3 2.1 2.2-2.3 3.1 4.1 5.1 8.1-8.3 BENCHMARKS 1.) T.N.H. SOUTHWEST QUADRANT OF 66iH STREET COURT SOUTH AND H1DE AVENUE SOUTH. ELEV. 975.23' 2.) T.N.H. SOUlHWEST QUADRANT OF 66TH STREET COURT SOUTH AND IDEAL AVENUE SOUTH. EIEV. 979.56' 3.) WASHINGTON COUNTY MONUMENT "MEDIC - WEST SIDE OF IDEAL AVENUE SOUiH (APPROX. 190' SOUTH OF NORiHEAST PROJECT CORNER). ELEV. 994.31' MINIMUM CITY SETBACKS FRONT YARD 30 FEET SIDE YARD (HSE) 10 FEET SIDE YARD (GAR) 10 FEET SIDE YARD (STREET) 20 FEET REAR YARD 35 FEET RECORD PLAN 12-28-11 CONTRACTOR: MACHTEMES CONSTRUC110N, INC. . �� _ �- � �� w � � � z N � � � � ■ N � o i � � W N � m v � � � X Z N la�� W N � �� a� �, � � � �/ N w � � 3 v � Q o z � O.. N O o � E -- $ ;° � m Y� y � c� � � � �� a �__ ��an C � s�mV � M � � z z� � Q w Aa �� o F a �z w �}`. x�x a3 � � � � W U `> �,;�i � �"H z � ^"'� 3 �--� � N w M m LOCATION MAP Nor To scncs €. PERMIT BOUNDARY :,' � � I � � _ I � I L. � � I I � � � � I I � � � i ji ' I `� i , I i i r_ � � t i �r�� ;< ; � �\ ,� i 7 � G G % 1 \� �\�l ' � � / � 1 �� . � / I /�� .� / i / ��: �' � � / \\ � r� � 1 � / � f -' i � I - � -- � �_ L__ J i r -__�_�--- �� i (---_�— i � ti i� ,,` � � - I --�� : � i L__ J � L_. ___._�__._ �---�_ -- -� if� � � � � '� i � 1 i '? � � / /� t �7 �L i ' _��. r 5 � �\ / ' � � L ` � I ' '�' ��J I I / \ J -� 1;, / � � <, / < ,� ��`� � �'E' _ � � � `�� J � � , � �o _ ; n / �' � �, _ ( / � �'' � 7 / / � �` � r—_,,''�—�, , ; i T � j ' � ,1 ' �� I ti � �—� � , � , � i �, � i I t _} � �,�.. I � � � � j I I I i' ( �-----� -_ �—� �� i I. � ------� _ — � — � � !f ;,; i � I i 1��' � � S i� : i � I ,t ; � � � t �. � „� I _ � _� t `_ , �_ - ' L � �_�_ �� t , " �C� I _.-- ^ ^ \ \\ l 1 : � i �� i � � � i � ' __--�� /: i � � _ / . ��::.�� ,: , ��- � r � �� ' ' � �.;�-f'''''�� 1 ,.� , _.... � 1 aR , I I I�_ ' L--J � � - - � � � I � I � � � I -----^-- _1 a I � � — �� \ (� � I \ ' � \ ----�I I I 1 1 ��• : 1 � I I j j i I I I 1 I 6:. I I � � I I •` i I � � I I � � � � ��'. �� I � � � 9 ii 8 ii 7 N.`:'� 6�� 5 ii 4 ii 3 7TTTTT ��j� •� � � J- TTrTTT ��n �� x /7 %%� ////// ////// �":r %%/T%/ /////// � /' iiii yiiiiiii 1 i• i. iii iiiiii �iiiiii iiiii � �' -�f��-�i�� iiiiii � iiiii , i i iiiiii'� iiii��ii �... � iiii '�f�RO . DIS RB�dii iii �x�(iii� i i � . iii iiii iiiiiiii iiii ii�:lii <r� LG/JJ1 U J�� . A,REA Jp 6E RESEEo-��-��T { !/ii`i iiiiiii iii�iiiit:. ii i'i77�L. V_/1J1 � �clvG�:G,C.:�C-,�G.s:I-/.:t1:.4:L-- .' ,-�. �:s:.��,�,r t..L:t.:.�.:.t�,us>'GG,[:.�:u=��+L..l11Gl:/a,�tt;�.!;-c - ' - a OTH,oSTREET , ,2 _, =' ' - �-�_ t - /,��____, .. .. . � v �. '� , �--�� ....... ////// I� GLGL/J � I I� i 5 i �----�I I i 11 I � I� I -----� �— — _� = �� ____ _ , / r \ \ � % / l " � � �� u �� II I �� -�_�_ � �/�7/ - /// ---- i z�� J /� � �� \ \ � � i i / � 1 � �� %��/ 1i �r----li i� � �� 7�� I I I I PERMIT 80 �DARY� � y � � � �i I� �I � � r JC \` — �I 1�-----JI j�i �\\`� `\��'� L_JL'_� � �� l �, � ��, ; �,,, � --- ��t r so � < �� - , „ f �� ; �� , � �� = - ,s , _;_ , ;� � . ''�f � . � � � i i� � l � �- � - '% \�\\ � ; � �� _�� i �' �� ', / �\ \ \� � � ; i �----� : 't� / �� i i� �i i� I i �/ � � � C� t l I' � � / / � i ', �'�i i�---� �_� / � � � � i i -r 1 �—�_ � � 1 I t'- '�--_� � � � I L_-____� �' .}= I �-'__ �~ �r.. i I I `�_'' i � I� � i � J � �J /�1 ITI nT A � L — � -----___� ..� � �_v i r, L---- ' ' �—�---� ' � ' , ` � � � � V� � � ( I f � -- II � � II ii 2 II � �iiii 77 ��' iiiii, �iiii iiiii /// /////i '///// j'///// 'LLLGLJ ILGGGGL i///// ////// :l.:.GJ.,-J-�,.:l-.111=:G��.F 15 _ _ � €! A � 'I /� , a � � , i r��_ � � -�- m. � , � � �" � � � � i f B � ! r � ' `�� ' '' � ,� �� ' '� � ;i �; I �� °�- � _ , i "( �a.-. :, . ._ ,',� � � ' �'� _ = � � .�� o�"' � \ 1 ._ �m° { ,.,� \` ",. � � .�-= , , �� °-� ;i- z 1 � , �� ; i � ' ! —= ; . i '� i � , , ,� r ---------� ; � I � I ' i i i � it i i � � � L_____ _J i � �� " - --t-.. � ` ��+`�� e �\\ \\ , //' J ,. ` `.. \ � \ � 1 -- /� � � : �\ —'�I I V�� ,t'\ �.:,� ��` ;�\�\%��\\` I �, �E �A; _ ,�.��`vv I ��'� �� - -J �� , _' . , �, � �� t �� A� � � J� 1 � . ! � , ` 11 ` \ �/ �/ 1 � / \ \ � \ � / /\ -- � \\ �'\ � i ` � / \\ \ \`\ \� / / ��` '-�� . i � � l ,ti. ' � � � �\ �� / J� � \ / -:� i �� ' ' I �,\�'� `/ ;i �j. �> � }i�� _� , Y _ ��% =�� ,� . - �� , : - :: I � . .:..,. : j � ' � //,!' .. ��E 5° � � ! �� i.X• . _ _. _ `' '. v �� 62 � ,- : : � ' � _ ,.= "- � � �� \ \ � � �—� �r \��, � � �._ -_e- �-e> � m--_ � � ' � �� END STING WAIERMAIN 6 EXISTING SANITARY SE15ER —< @ <— EXISTING STORM SEHER �-e PROPOSE� STOF2M SEYIER <j� EXISTING CONCRETE SURFACE ,,� EXISIING BUILDING � E%ISi1NG ASPHALT SURFACE � PROPOSED BITUMINOUS � PROPOSEO CONCRETE SIDEWALK � PROPOSED TQAPORARY ROCK CONSTftUC710N ENTRANCE � EXI571NG SEEO & lAnDOT CA7EGORY 3 EROSION CON7ROL BLANKET -� PROPOSED SEED k AfnDOT CATEGORY 3 -'-"" EROSION CONTROL BLANKET � PROPOSED CB PROTECTION t�, EXIS71N0 DITCH BLOCKING(Mn00T lYPE 3 TO BE INSTALLED AFTER COMPLE110N Of GRAOING) (^ \ PROPOSEO N1MC0-POST STORM � / SEWEfi CONSTRUCTION (';7 EXISTING IN-PLACE CB PROiECIIIXJ � EXISIING IN-PLACE DITCH BLOCKINC �` � EXISTING IN-PLACE WiMCO-POST STOF2A1 PROPOSED SILT FENCE EXISIING IN-PLACE SILT FENCE HEAW DUTY SIIT FENCE TO -mm.^ a¢eazaewnazss ... a�»v.:,.a. WNSTRUCTION I3 COM ETED. �� PERNIT 9WNOARY PERMIT BOUNDARY / ,- ( � � / �.. ,i � _ �'-1 � �� + ,.�, °� �� iri � i ; (, , � � � �, i � :�� ' �� .-�s' �� '''� , � �� . , � � , � ��r i ,; .s- �..____ t. � N � � PERMIT BOUNDARY N SCALE IN FEET � 0 60 120 780 � 1 inch = 60 feet RECORD PLAN 12-28-11 CONTRACTOR: MACHTEMES CONSTRUC110N, INC. V � N � � M > � w � � � z N � � � � ■ N � o i � � � N N m v .� � X Z �- 4' � � � W " � A` � b W N � w � � N LL, � °% /� Z 3 `v ¢ � _ � J � N O. o m � - q E�, t W � r $� $ o T� c j� U O TOOn��. Q u C o Y T o Lx° —o�s� � M � � z z� o ° � -�'� �N� �� Zo p x � U � 3 .d a �°p� � U`> �k� �m � ��x Z¢ � O � ¢ ,�, � �; 3 t]� '•-� � W � M m (THE FOLI.OWING METHOD3 WILL ftEQUIRS MULTIPLE STTE VI31Y'3 DURING THE DIFFERSNT 9TAGF9 OF CON3TRUCTION (INCIDENTAL TO CONSTRUCTION)). 1. TENPORARY MULCH MnDOT TYPS I AY A RA'fS OF 2 1DN5/ACR6 AND DISC ANCHOR6D. 2. HYDR09PREAD MnD07 TYPS 8 F[YDRAULIC SOII. SfAHQllER e. HYDRAULIC SOIL STABQdZHR : b[vDDY SYYE 0 AS A RA7E OF 360 LB9/1000 GALLON9 OF 9LllRRY. h AAi'%R : 875 GALI,ON9/IDOU CATIAN3 OF SLVRRY. 3. 7BYPORARY SBeD k MULCH (SBASONAt) a. 96ED : lfn00T 3EED HIX �I50 AP A RAT6 OF 40 L99/ACRE. h WLCH : HvDOP TYPH i AR A RA9E OF 2 iOXS�ACR& AND OISC ANCHORED. a£ERY1IlZER : 10-10-20 AT A PATE OF 2U0 LH9/ACRL 4. SITYPORARY SSEO k ldULCH (SPRQfG) a. 96E0 : Ifn➢OT 9SSD B[IX #110 AP A RATB OF 100 1B9/ACFE. h MULCH : NnDUT 7YP& 1 AT A RAlE OF 2 1'ON9�ACRE ANU DL9C ANCftOftEO. c. PERTQTLER : 10-10-20 AT A ftAT& OF 200 LB9/ACRS 6. ISYPORARY 566D k MULCH (HIHi%R) e. 5B6D : Mn00T 9EBD E[IX R1U0 AY A RATE OF 100 LH9/ACPS. b. LUI.CH : MnDO£ TYP6 1 A4 A RA18 OF 2 LONS/ACftB ANO DISC AHCHORED. c. F6RNd'LER : 10-10-20 AT A AATS OF 200 YH9/ACR6 8. HYDROSPREAD 3E6D, PERTQdZER, & MnDOT TYPE 8}[YURAUIdC 30[L STAB�AZBR e. 56ED : HnDOY SSED HIX �I80 AT A RAT6 OF 10 LB3/t000 CALiANS OF SLURRY. h F�iTIlZER : 10-10-20 AT A AAYS OF 60 LHS/1000 CAIdON3 OP SLURRY. c. F[YDRAUL7C 90IL 9YABLLTL6ft : HnDOT 7'YPE 9 AT A RAT€ OF 350 LH3/t000 GAi.I/JNS OF SLURRY. d. FATHR : B76 GAId.ON9/1000 CA1d.ON9 OF SLURRY. 7. S81ffORARY SE011[HNLATION BASIN9 NR7[ STANOPIPE Ot)YLE[ & EHERGINCY SPQJ.WAY (3EE DBPAILJ. & 1SE@ORAftY S6D11[877IA7[Otl TRAP 1fP17[ SP1LLlYAY (SEB OSfAIL). & ROCR CONS7RUCf[ON ENYRANCE (S%B DETAII.). 10. HORCLONTAL SIqP& GftAD[NC (58B DECNL). IL DITCH CHECISS B[nDOY TYPE 3-12 HIOROLL FfIfI Nn00T CATEGORY 3 EPOSION CONl'ROL HI.AN10.f (9S6 DECAIL). 12. HROSION CONTROL HLAIiIRST MnWT CA7EGORY 3(9E6 DSfA7L). 1& PSRIlBT6R SQ,T FB1iCE (96E DEI'NL9�. U. INLisT PR07ECYION (9%6 ObTA[f9). {THE FOLi.OAING METHOD9 WILL REQUIItS MULTIPLE SITE VI3119 DURING THE DIFFERENT STAGE4 OF CON9TRUCTION (INCIDENTAL TO CONSTRUCTION)). L G6NEftAL 9E6U & H[JICH (HIN. 8' TOPSOIL) e. S%ED : Elv➢OT SEED YIX }2b0 AT A RATE OP 70 LB3/ACRG 0. FER'IIIIZBR : 22-5-10 BOR W.LN. OR CL AT A RAT6 OF 350 L&9.ACR6. c. MOLCH : MnDOP TYP6 1 AT A RA98 OF 2 1'ONS/ACPE AHD DISC ill:CHOReO. 2. PONO 9Efi0 k YULCH (NQ7. B� SOPSOII.). a 96ED : HvDOT 966D ERX �9I0 AT A AAP& OP 82 LB9/ACRB. b. FENT41'LER : 18-1-8 NATURAI, HA9& AT A RATE OF 120 LB9/ACRE c. YUf.CH : NnDOT TYPS 3 AP A RATE OF 2 TONS/ACR6 k D6C ANCHORHD. & REfLAHD S%BO & E[ULCH (HIH 1' HYDRIC ITIPSO➢.) e. SEEO : NnDOT SS6U ]IIX $325 AS A ftATE OF 84 IB9�ACRE b. FERNI'L6R : 18-1-B HATURAL HA56 AS A MTE OF I60 IBS/ACftG a LIILCH : HnWT PYP6 3 AS A RATE OF 2 SON9�ACRE k DL4C ANCHOR2D. 4. UPLANO BUFPER 9E%D & 6[ULCH (YIN. 8' SOP90Q.). n. SSED : HnDOY 966D 1fi1C �920 AT A RATE OF 88 LBS/ACRE h£SKfIIl26R : IB-1-9 NATURAL HA9S AT A RATE OF 150 199/ACRE c. YULCH : Hv➢OL PYPB 3 AS A RA1'E OF 2 SON9/ACRE k DISC ANCHOReA 6. SENPORARY COVIIi CROP POR VPI.AND HUFFSR.9 8 1Eff.AND bf17GAi[ON e. saeo : uavor sasn eta ftto (srawc) ox 9ioo {ecxr�a) pT p xp�re oa ioo tss/acae 6. FBRfQ,I'L%R : 10-1-8 NASURAL HA3S AY A RA7S OF I50 SB3/ACRE w LULCH : NuDOS TYPE 3 AS A RATE OF 2 SDN9�ACRE $ DI3C ANCHOR%D. e. aexsxnt xame seso � Deuccx (emrnttn[ e• rorson) a. SSED : NnDOT 9HH0 M7C A� .1T A RATE OF 84.6 L89/ACRB. h FERTIIl'L6R : 18-1-9 NATUIIAt. HA56 AP A FtASE OF 120 IBS/ACftE o. MULCH : HnWP YYP6 3 AS A RAYE OF 2 SON9/ACRE & DISC AHCNORBD. 7. SOD Mi NARRATIVE & NOTE3 L DBSCRIPT[ON OF CON91`RUC170N AC7'MTY. 7'HB PRO]BCf CON9L479 OP CRAUMG OF 14 IA79 & SH6 SfAH1IlZA710N OR SfQ�S6 AR6A9. 2. PHA9E CON97RUCf10N TO MINI7166 90[L IA99. & ALG EftO510N k SSUA!&M CON7ROL NEASUR6 CAI,i.EO FOR ON THiSE PI,ANS ANO 9PECIFICA7[ON3, lfIICH 1fAY INCLUU& 91LT £6NC& 1'SNPORARY S6DU[ENTATION HA3073 OR TeMPORAItY 98DINENT iRAP9, 9HAtL HE CoN9PRUCTED AND 9ERYIC6ABt3 QI THB POId.OMI!(G ORDER � REQUQifi0. a. ROCR CONSSRUC710H HI7CRAHCFS. A SQ.T FENCE dt 1R66 PROTEC7SON FBHCE . £`�TING INLFT PR07ECSI07i d. 7811P0[tAftY CULVER79. . T6YPOfiARY S6DIHHNLAISON HA91N9. SRAP3, ANO OUI'FALL FACQ.Tf�. f. 3SORY WAYfiR POND CONSTNUCTION. g. COHd[OA EXCAVARION ANU 6MBAliI6�NT h HORIZOHPAL SIUP6 GRADWG. i D7fCH CEACK SQ.T PENC& � ER09ION CONTROL BLANKEf } TELPOHARY 96m ANO/OR YULCH. k V[II]Tl Q79TAiI.A410N� �ANO SiR66f CONSiRUCfION m DI 9ILT CONTftOL HLANIffiT a PBRYANENP 96E0 AND HULCH AND/OR SOD. 4. TH6 CONlftACTOR 9HAId. PROYIDB AND YAIHTAB! AIL SRQ970N k 96DDISNT CON17tOL Y6A9URis9 A9 9HOR7 ON 7F�& PLANS ANU BPECIPICA170N8 ANU IYPI£I�N[ AHY ADDPIIONAL 6R0910N & 9mMQiT CONiROL LBA9i1RID NF7C�.9AHY 1N OROIIt 1C1 PROT&CT ADdACENT PROPSRTY. 6. ALL ER0.9IOH tt 9SDBISM C01i7ROL FACWT69 9HAIL BE HAIN'fA➢7� HY 9iB COH7RACTOR DURIXG CONSTRUCRON OPSRAP[ON9. ANY T61lPORARY FACd117F9 TH[CH ARS PD B8 R&1[OVSD A9 CAUFU FDR ON'('f�B PWH9 AHD 9PECIFICATION9 BFG/d. B6 RE6[OV6D HY 7HE CONSRACIOR 11FI&N DIRF.[.7� BY 7NB &NOMBBR OR iAND OYNER 7H6 CO}YfRAG°l'OR 9HALL TIIEN RFSiYIRS TH6 9UB9BQUBq7'LY DI9TVRBBD ARSA IN ACCORDANCB 111TH Tf65S PIAN3 Atm SPECIFICASIDN$ 9. 1'NB COH7RAC70R 9NALL PROVID& OR CONSiRUCP 7'%1�ORARY 9TORY1fAT6R DRAINAGE FACQ.71'� PSR RI� FOIIDRII76 YE17{OD FOR DRpINiN6 91DR7[IfATER PONDS PUYPINC 6 70 COLYBNCB AS ISA4T 4B NOUIS AFfER IA7694 RA717 HVStR. PUl[P L9 'N H% PIDAiSD IN 1�DLS OF POND. PU11P DLSCIIAR(76 PIPS H TO H6 HUR�D II7 1-1/2' ROCK FOR PII.T6RING AND SNE6GY DLdAPATION. OISCfIAIi(iB PIPB ANU fII.S6RIN6 HOCK ARS 70 HS PLACHO ON 7DP OF 'fURF REMFORCSL6HS YAS NBAR fl1B %DC& OF TH6 RECffiVIHC 1/A1ffii &1DY. 9Q,S FENCB H TO BE PLACED OO1fN5TREAY OF TNS �15CIlARG& POQ7T AND ABOVE 'ff76 EAS6R IBYSL OF TH6 RBCS[VINC 1GT%R HODY. TT 6 TH6 R�PQN9�IIITY OF TH6 CON1`RACTOR TO YAQ7TAQf ACCSP7ABi8 YURBIDITY ]EVEf9 pIIDE PUYPQiG PSR te6 REQULLiEYSX79 OF YH6 PIItYIT. ALIBRNAT[Y& YeTf(oD9 YAY HB WID POR TNL9 110H[� HU'f 9ffAlY B& DL4CU99EU A17E[ ➢HVSI�P&R AHO %NGINEHR PRIOR To IYPIH�N77NG. 7. DO N07 DHTURB ANY AR%A UHI'il. R 6 NF7C�9ARY FOR CON9TRUCf[ON TO PROCEEO. B, AHE136YBR P0591BI$ PR698RV6 SH6 EXL9T07G 7RBfi9, CRA99, AND 07HER VEOEfA71VB COVQi TO HSI.P FIId&R RUNOFF. B. COVIIt OR STABIIbE ALL DIS7URBHD AHEA3 FRf@7 7 DAY9 OF MAC11VffY. 10. 7'➢1& COH9TRUCT[ON AG7'fVfP6'S 71� ILIIT D(PACi PROIt 9&A30NAL CGIGTS CHANC� OR 11&A7NBR SVffi7T9. ll. W NOT RSNOVE ISYPORARY PER6B78R CONiR0I9 UHSQ. AFfER AV. UP9'nt6AY AR6A9 ARB PINAU.Y eYAHIId2F9. ]2. TT 19 THS R�Po1l91HQ.SY OF TH6 CONTRAClOft 70 I(6SP PUBLIC 31R%679. TRAVEL 6AY9..PARK07C 1019 AND 1RAQ9 llfII.Tl� FOR MGR&SS LO AND %GR69 PROY Tll6 CONS7RUC]ION 9RE PRE6 OF DQ7f A17D OT178R DEBRL9 7f11ICN R69N.TB PROY 8SID CONSIRUCfION. COST POR 1F� BHAiL BB CONBIDER� INCmSifIAL TO THB CON7RACT, 19. ADSpUAT& COHTROL OF ➢UST eHAtl. BB LAtN[AQiBU HY THB COHIRACttI$ NO PAYIBNf FtlR DU9P CONT1tOL 1f1t1 HE YADE 14. AII. DL9fURH6D ARBA9 Hdl 9PECIPICAiLY YBl7170NeD IX 7456 FOLiAIIQIU NPDE4 RBQU�tEl�i78 PAA1' IV. & LVSf HE SfABNZ6U ARHRi ONB 116EK OP TH6 COLPISI'6D COH9TRUCTION OP%RATION. c avc (Rw R�nr�oa �osav �ma e�w�� rersronnTm STANOPIPEI 8�,� ,�� nNns�nce counn (rn. eTA:D NPE DETAL �FIX2Ah0 STANUPIPE EAfEAGENCY SPAIWAY 1'-2' WASHED ROG( CONE I_ .. xocHr - i/s z ,,: T •• 1� fl�P MA7EPoPL 1' Hd.ES 3'ACED SHOIAD BE Po(� 8' TO /0' ON CEHTFR D� DIAttETEfI OF STANOPWE EWAL TO DIMIETER OF PIPE. ��MININUM SIZE - iB00 CU. Ff. OF STORAGE VOLUAIE FOR FACH ACRE OWVNINC TO 7HE e+SIN TEMPORARY SEDIMENTATION BASIN Mn�OT CATEGORY 3 EROSION CONTROL BLANKEf -STAPLEO & TRENCHED IN �DITCH GRADE vec�rnnau 2"x2"x18" MIN. WOOD STAKE -2' MAXIMUM SPACING . ,. ' .CC�.... ... ..�./N'/�''/�'� � BIOROLL WATER FIOW _ CROSS SECTION PROFILE VIEW DITCH CHECK - MnDOT TYPE 3 TI[B PBRIfAN6NT STONM1fAlER YANAGEl1&NT S]SYEN 13 THE PROPOS� PERlLANEN4 POND CII7 OF COTTACS CROVB y�pf� �pys AdPopg�gplC]• FqR IDNG TS[i�l OPSRAilON AND 9fAQMSNANC6 OF YHE PHRIfANHNS STORL FATER LAHAGS6�MC 9YS'f61L lfl[L NAVS AE9PON9�Q.ITY MlR I1�IS14tNSAT[ON OF ]HE S1pPP BEFORS AND DUEtOtG CONS]AUCL[ON. TN6 CO]iT[NC1'OR SI(AIl. PROVIOE TH6 OFNeR WiTH A CHAM OF RF5PON9�0.[fY WRf[ AIL OPERATOF9 ON 911E YO HNSURS 7HAT 7HB SEPPP 11ILL HE R1PI51�HTED A9 FOLOIB: COMQACTOR : BU9Q7FS3 NA11B CONTACf PERSON TEL6PRON6 (INCLUDE AR6A C006) CONPACR PF,RSON 'fELfiPA0N8 (INCLVD& AREA CODB) CON9'ACT PER90N TEIEPHON6 (INCLUDE AREA COOE) YHB COMRACiUR SNAtd, £OLtOW YHHB II[PI£6�HTA7[ON 95QllENC6 AS sHOFN ON SH6 eF�Ef. COMI'RACiOR SHAU. ADNERE TO AId. SHB RfiQUQ15N6MfS OF THE YINN6507A POILUTION COMROL N.P.D.ES. PERNIT. ALL HFST YANACELLCTI' PRACtiC� (6HP�9) S6I}:GTED SF[AIL HB APPROPRIATB f'OR YH6 T➢dS OF YEAA, 91TS COMlPC10N9 AHD £59'INAT6D DVMiION OF U9E A COPY OF YF�SE PLAN9 H115T BS ON PHE IOH SIT6 wF�H6tlSR C016TRUCfION I9 M PROGR699. TRAINING RE9UII2SMENT9 C[OiL9 R6LLU9. P.$ D68IGN OP 81fPPP CSIiNICARON (2007) UXlY6R91TY OP L➢lII�MA Q6iRUCTOF9 : IBO 80IY @ D1fAYN6 9T6N(.UND DEVEIAPMSNT SUMNARY TDTAL PLATT6D ARSA 1380 AC. NUI�BR OF I!!75 14 EA TlYfAL DH7URHID AR6A 10.76 AC. SLT.9YING I1lP%RY[OU9 AREA 0.0 AC. PROPOSm D[P%RYIOU9 ARCA 1.�0 AF PROP03ED EROSION�SEDIA�NT CONTROL DUANTITIE9 3LANDARD 8Qd ►R(CE E460 IF ROCK COH97FtUCiION fli7RAHC6 1 6A IfvDOT t260 SS� k LULCH(C6IBRALJ 8.06 AC PR07ECT COORDINATES N {4• 61' 40.6f0' 1f YE' 6B' 44.70'7' �'� \�� ar '• • • '�'� �'' DI4ER90N oozut muos at�,re aeoo�s e�rw�aaurc To � AOPE �IREC170N HORIZONTAL SLOPE GRADING . �i:♦ ' �� .'� �i., \ " J" i'i'.i' i�. �'• � � � � ��` fi ti�ti�l �;i: ➢: 3:; : r jir�� :;i. i�4. _ �,`.! :�-�,� :t'� �� Standard Home4zsiidfng Lot �Eail � XS �i � m.�a R ec�5 . a ttzat o �rz: - !i . a ts snt�taK��6a�aa�"rzt.ers �: (- ISttl 4mis _�_._.•__-_..-�.._.... 21"x3F'ln, v�vkh�eccYta:llavl �Aerda'lyn6 in fiem>. traryoiryLne Pcnmwl Wtx pad«�� SNaVnIK L .. . � -- _ ia,�xe,+wke ew , mend saR_� PLAN NEW /� �/ � d� ~ 1 ��• e• � ° � ��F,� � tlla'. 1� tli'HM y. �C �� WJC A-A ��MINIAIUM SIZE - 1800 CU. Ff. OF STORAGE VOLUME FIX2 EACH ACRE �FAINING TO iHE iRM TEMPORARY SEDIMENT TRAP 2' z 2' xood or atael fance post 5' �Infmum IOyih al +� �am�m �a� Geoleaiib fabrio - Aap fabrie B' and (mtan at 2' Intarvab Lay fabria (n tha� 4erieh OtRCWn of NrwH / � _� r .. , b �� .�� 8 • , ;'�•''.�..•. . � � �.. • • � Support post ancMrogeJ .�°-: ula h fob�ic to In-eitu so9 lat}Pnndeiaples� SILT FENCE .r: :•::.r}ti� "•ry'. .. �I!1,��,. { } r�: 4: i . yr . ; . ; : : � � � %; : :. • " � +f ; Y,.{ �;i�:•.tti::?:•}:.�ii ,Y�: ' � � } ' { ':{}i {}:+?� '^' _ • � L $.:.;ih,s:;.J,.-3 'R.h. �.:�.�� i�}i�fti^ �,�.�i ` , I ••'�<;YY� �. � ' � . Y�{i:',Y - �y`'.#� '.�,�'•�,},'••,.,� ` �:? i�:�}j��:S j `.{}�£� f t i: � � yp � ii<;:$::'. ~y <{{;i�:':� ... o _. �� x :Y..t.•:.�ir {,"y$ . PnE-H4NfKlUR��RniBT ROtATE}IWCdCTOlOIX � ❑ttiE��re.�nasss vxorECro0.rovsmtc � ISOMETRIC VIEW � STANDARDS AND DETAIlS C CIRCLE "H" DRAIN DETAIL ESC-48 RECORD PLAN 12-28-11 CONTRACTOR: MACHTEMES CONSTRUC110N, INC. � � N � � M � � � w � � � � � ■� N � o Z \ � N � � _ �, � m � � � � X Z � la � � � w " � � � d � N � � � � N w � v 3 � J � _ � O.. N d o m - E W � $3�d$°� i oj�oo '��o�-$o ��a•t��ZS o TOmn�t 0 mGn L ��'ow`�" � M E N A z z � O o ,.a o Z A�� a< F 2 0 O x� �3 d'� ��< � U � ��A �m C.0 � � � a � � Q 3 z � a � W Q M W � w EROSION CONTROL BLANKET-CATEGORY 3 (TO 8E INSTALLED PER MANUFACTURE'S SPECIFICATIONS) PART II. SU6MITf1NG iHE APPLICATION 8. APPLICAiION AND IXIRATION OF COVERAGE NPDES REQUIREMENTS 5.Change of Covarage. For construction projecls where the owner or operator changes, (e.g., an original developer sells portions of the property to vartous homebuilders or selis the enttre site to a new ow�er): a. The orlglnal/current owner shall proNde a copy of the complete notice of terminaUon/permlt modlflcatlon form (as requtred In Part II.C,2,b) to the new owner. The original/current owner aholl prodde a SY7PPP to the new owner and operator lhat spec�flcally addresses the remain(ng construction acUdty. Note: The nottce of termfnation/permit mod(flcation form rep�aces the subdlv(slon regfstrotfon, permlt lransfer/modiflcotfon and notica of tertnination forms. b. The new owner or operator shall submlt a complete and sfgned permit modlFlcaUon portlon (permft modlFlcaHons Include subdlvfsion regfslration or permlt transfer) of the notfce of terminotlon/permit modlflcaHon form to the MPCA prbr lo commencing construcHon actidty on site or in no case later lhan eeven (7) doya ofter taktng ownership of the properly, The new Permfttee(s) are responeibie for compliance with all terms and conditions of thts permit as descri6ed in Part II.B.2, c. If an aperator or ganeral contractor has completed thei� portion of work on the sile, Is no longer In operaHonal control of the proJect, and all contractuol obligotione belween tha owner and operator or general contractor relating to canpliance with the terms and conditlons of this permit have been met, the ope�ator or gene�al contractor, may transfer permit coverage back to the owner or to a new operator using the notice of terminatton/permtt modlflcotion form. A signature from both tha owner and operalor is required. C. TERMINAl10N OF COVERAGE 1. Permfttee(s) wishing to termfnate cove�age under thfs permit must submit a Notice of Termfnatfon (NOT) to the MPCA. Compitance wfth this parmit is requirad unti� a NOT Is submltted, The Permiltee(s� coverage under thfs permit terminates at midnight on the posfmark date of the NOT, or on the duta an online N0T fs submitled to the IAPCA. 2.Termination of coverage scenarlos; a. Termtna8on of coverage for the entire project. i.All Permktee(s) must submR a NOT within 30 days after Final Stabilizatton (see Part IKG.) has bem completed on all portions of the sRe for which the Permittae is responsible and all constr�clfon activity has been compieted. If the site inc�udes permanent stormwater management systams, tha requfremants for final cleanoul/maintenance must ba performed as required in Fina) Stabilization, Part IV.G,2. Ii. PermHtee(s) must submft a NOT withtn 30 days after selltng the entlre site hdud(ng roads and stormwater InBastructure, and coverage Is transferrad to another owner as descrlbed tn Part 11.8.5, b. Tertnfnation of coverage for a portion of the entire project. NI Permittea(s) must submk a NOT within seven (7) days after aellfng or oiherwise legally transferring porUons of the site to anolher party and they are no longer the owner or operatoc The portione of the site being soid to anolher parly must be fn compliance with the permft (e.g. aIl temporary eroslon proteetlon and sed(ment control measures must 6e in place). The form must Inc�ude signatures from the orlginal Permittee(s) and contact Information for the naw owner of tha proparty. c. Tertnination of coverage obtained using o subdfvislon registmtion. If parmit coveraga was obtained using the subdlv(slon registration procass, Permfttea(s) ara requfred to submit a N0T wfthin 30 days after achleNng Final Stabilizatlon (see Part IV.G.). � 3,Pumittee(s) that usa an altemative method tor lhe Permanent Stormwater Management System as describad fn Part III.45, are prohlbited from terminaffn lhis ermit unfil Ftnal Stobllizat(on has beeo achleved on sfte und efther: 9 P a. The two ars of monRorin dota re uf�ed fn Part III.C.S has been sub f ted o t e C a d t e C os de e ed a e e u ed ye g q m t t h MP A n h MP A h t rmin th t th r q ir treatment hos been achieved, The Permittea will be notlFled In wrifing within 30 days after the monftoring data has been submitted. If lhe Permittee has not heard from the MPCA within 30 days attar submltting the requlred data, the Permlttee can submlt a NOT. b. The Permittee rnn submit a NOT, even if the timefrane ts less than two years, ff the MPCA defermfnes thot the altematfve method fs achiedng the required treatment. �uring lha monitoring and evaluotion of the altesnat(ve method, the Permittee is not responsble for other permit requirements that have been transferred as descr{bed in Part II.8.5. PART III.STORMWAIER DISCHARGE DESIGN REWIREMENTS D. RECORD REiENTiON The S55PPP (origfnal or copies) Inciudtng, all changas to It, and inspections and maintenance records must be kept at the site during conetruclton by the Permittee who has operational control of thot portton of 1ha site.Tha SIVPPP can be kept in either the fiefd office or in an on site veh(cle during normal working houra. All owner(s) must keep the S1WPP, afong with the foliowfng addltional remrds, on Flle for three (3) years ofter subm(ttal of the N0T as oudined in Part II.C. This does not indude any records aiter submittal of lhe NOT. 1. My othar pertnits roqutrod for tha project; 2.Records of all inspectton and maintenance conducted dudng construcHon (see Part IV.E. Inspections and IAaintenance); 3.Ail permanent operation and malntenance agreementa lhai have baen Implemented, includfng all ri9ht of way, contracts, covenants and othu b(ndfn re uirements re ardin e etual maintenance• a d 9 9 9 9P�P � 4.NI requlred calculaHons for des�gn of the temporary and Permanant Stormwater Management Systems. PART IV.CON57l2UCilON AClIV17Y REQUIREMENTS A. STORM WA7ER POLLU710N PREYEN7IQN PLAN The Permittee(e) muet implement the SWPPP and the requirements of this part The BMPe identifled tn lhe SWPPP and fn this permit muat be selecled, tnstolled, and maintafned in an appropAate and funetfonal manne� that is in accordance with relewnt manufacturer specfflcations and accepted engineering practtces, 8. EROSION PREVENTION PRACTICES 1. The Permfttee(s) must pla� for and implement oppropriale constructlon phasing, vegetatWe 6uf(er atdps, horizonlal slope grading, and other construction practices that minimize eroslon, so lhat the &�spectlon and maintenance reqWrements ot Part IV.E. are complied with. Tha locadon of areas not to be dislurbed must ba delineatnd (e.g. with ilags, stakes, eigns, eilt fanca ete.) on the developmant eita bafo�e work bagine. 2.NI ezposed soil areos muat 6e stab➢tzed as soon as possible to Iimtt soil eroslon but In no case later than 14 days after the construction acBvity in that portton of lhe elte has temporarily or permanently ceased. Temporary atockpAes without atgnlflcant sllt, clay or organic components (e.g., clean aggregate stockpVes, demolition conerete stoekples, sand stockpiles) ond the constructed bosa components of roads, parking lots and slmflor surfaces are exempt from lhis requiremant but must comply with Part �V.0.5. 3,The normal wettad parimater of any temporary or permanent drainage ditch or swale that d�a(ns water from any portfon of tha constrvction sita, or dlverts water around tha site, must be slabOfzed wlthfn 200 Iineal feet from tha property edge, or from the polnt of dfscharge Into any surface water. Stabllizatlon of the last 200 Ilneal feet musi be completed within 24 hours after connecting to a surface water. Stobi�fzation of tha remaining porttone of any tempo�ary or permonent dikches or swalea muet ba complete within 14 days ofter connecting to a surface water and constraction In thot porUon of the ditch has temporarily or permanenUy ceased.Temporary or permanent dltches or swales lhat are beinq used ae a sedimant contatnment syetem (with properly designed rock dttch chacks, bto rolls, eilt dikes etc.) do not need to be stabillzed, These areas must be sta611fzed wilhin 24 hours after no longer being used as a sed(ment contaf�ment system. 4.Pipe ouUele must be prodded wRh temporary or permanent ena�gy d(ssipaUon wfth(n 24 hours aRer connecHon to a surface water. [�9xHIdL:Y�di::YPti �y:L•G3T�l�� t. Sedfinent control proctices must minimize sed'vnent from entertng surface waters, includ(ng curb and guHer systems and storm sewer inlets. a.Temporary or permanent dralnaga ditches and sadiment bosins that are designed as part of a sedlment containment system (e.g., ditches with rock check dame) require aediment wn4o1 practices only as approprlate for s(ta conditions, b.If tha down gradlent treatmant system Ia overloaded, additional upgradient sadimant control practkas or redundant BMPs must ba tnstalled to ellminate the overloading, and the SWPPP must be amended to identtfy these addltlonai practices as requlred in Part III.A.4, a. through c. c.in orde� to matntatn sheet flow and minfmize rtlls and/or gulltes, there shall be no un6roken slope length of greater than 75 feet for slopes wilh a qrada of 3:1 or ateeper. 1. Sed(ment contrd practicas must ba established on all down gradtent perimeters before any upgradfent Iond dlsturbing activitfes begin. These practices shall remain fn place untii Final StabOizatton has been estoblished in accordance wfth Parl IV.G, 3.The timing of the tnstallotion of sediment cantrol practtces may be adJusted to accommodale short-tum activilies such as clearing ar grubbing, or passage of vehicies. My short-term acHvity must be complated as quickly as possible and the sediment ca�trol practtces must be inetalled immedlately atle( the actlNty ts completed. However, eediment contrd practices muet be inetalled before the next precipitotlon event even ff the nctivity is not complete. 4.NI etorm dmin inlets mus{ be profected by approprlate BMPa during wneWction unHl all sources wfth potentfal for dischargfng to the In�et hava bean atabilized. Iniet protection may be removed for a particulor fnlat ff a spacific safety concem (street flooding/freezing) has been Identiflad and tha Permitiee(s) have recelved written correspondence from tha Jurfsdlctional authority (e.g. city/county/township/MnDOT engfneer) verff�{ng lhe need for removol. The written correspondence must ba documented in the SWPPP or avallable withtn 72 hours upon request. 1Vhen written corrospondence can not ba obtafned tn a tfine�y manner, the specifte fnlet protectlon can ba romovad ta alleWate the (mmediota safaty concern. However, efforts to obtain wrttten correspondence must ba documented in lhe S1WPP and avalla6la wfthin 72 hours upon request. Permiseton to ramove inlet protactfon basad on a specific safety concem must etill be obtained from tha yrisd(ctianal authority within 30 days of removal. 5.Temporary eoil atockpiles muet have eilt fence or other effecHve sedlmeM controls, and cannot be placed In surface waters, Includ(ng stormwater conveyonces such as curb and gutter s}slems, or conduils and dllches uniess there is a bypase In pface tor the etormwater. 6.Vehicle tracking of sedfinent from tha construction site (or onto streets wilhtn lhe ske) must be minlmized by BMPs such as stone pads, concrate or steel wash racks, or equivalent systems. Street sweeptng must be used if such BIAPs are not adequole to prevent sedtment from being tracked onto the street (see Part IV.E.4.d.). 7.The Permittee must instoll temporary sadimentotion bastns as required in Part III.B, of thfs permit. D. DEWATERING AND BASIN DR0.NING 1. Dawotertng or bastn drainfng (e.g., pumped discharges, trench/ditch cuts for dr6inage) related to the wnstructton aclivity that may huve turbid or sedimant laden discharge water must be discharged to a temporary or permanenl sedimentatlon basin on the proJecl site whenever possi6le. Dischorge fram the temporary or permanent sedlmentatlon basfn must be Nsually checked to ensure adequate 4eatment Is obtained In the 6asin and that nuisance condltlons (sea Mlnn. R. 7050.0210, subp. 2) will not result from the dlscharge. If the water cannot be dlscharged to a sed(mentntton basin prior lo e�tering the surface water, it must be freated wfth the approprlate BMPs, such that the dischorge does not advarsaly affect the receiving woter or downstream landowners. The Permittea(s) must ensure that d(scharge points are adequataly protected from eroalon and scouo Tha discharge muet be diepereed over natura� rock r(prap, eand baga, plastic sheeting, or other accepted energy dlssipatlon measures. Adequate sedimentatlon cor�trol measures are requirad for discharga waler thot contains suspanded solids. 2.AII woler from dewoterfng or basin drafning ocllvities muat be dtscharged fn a manner that does not cause nutsance condltlons, eroslon In recelNng channels or on downslope propertfes, or fnundation in wetiands causing signiflcant adverse Impact to the weHand. E. INSPECTIONS AND MAINiENANCE 7. Tha Pertnittee(s) (either the owner or operator, whoever Is IdenHfled in the SWPPP) must routinely Inspect the entire consWctlon site at least once every eaven (7� daya during acHve construcHon and within 24 houre after a ratnfall evenl greale� than 0.5 �nchee in 24 houre. Following an (nspactlon wh(ch occure wi{hfn Z4 hours after o rainfall event, the next Inspectton must be cvnducted wfth(n saven (7) doys after that. 2.A11 inspectlons and maintenmce conducted dudng construction must be recorded fn writing ond these records must be retained with the SWPPP In accordanca with Part III.D. Recorda of each tnspection and maintenance activity shall include: a. Date and time of Inspections; b. Name of pereon(s) conducting Inspectlons; . a F(ndings of inspections, fncluding recommendations far wrreclWe actions, d. Corrective acitons laket� (Including dates, times, and party complating maintenanca nctivitiea�; e. Date and amount of all ratnPoll events greoter lhan 7/2 inch (0.5 inchas) in 24 hours; f. Documantatfon of changas made to the SWPPP as requfred fn Part III.A.4; and 3.Where parts of the construction s(te have permanent cover, buF work remafna on other ports of the site, Inspections of the areas with parmanent cover may ba reduced to once pe� month. Where construction sites have pertnonent cover on all azposed soii oreas and na corettuction acttvity Is occurring anynhere on the site, the site must be tnspected for a period of twelve (12) months (the Inspectlons may be ceasad during frozen ground conditlons). Fdlowing the twelRh month of permanent covar and no constructfon acHvity, Inspections may ba terminated unt0 conetructlon act(vity la once again tnfttated or sooner If notffled (n writhg by the MPCA. Where work has been suspended due to frozen ground candltions, the requlred InspecHons and maintenance schedule must begin wlthin 24 hours after runoff occure at the elte or prior to resumtng constructfon, whkhever comes flrsl. 4.All erosion prevenHon and sediment control BMPs musl ba inspactad to ensure Intagrity and etfactivenass. All oonPoncttonal BMPs must be repaired, replaced, or supplamented wtih funetfonaf BMPs wlthin 24 hours a(ter dfswvety, or as soon as field conditions allow accass unless anothe time frome Is s edFled below. The Permittee s must Investi ate and com I with lha folbwin Ins ectlon and maintenance r P �) 9 PY 9 P re Wrements: 9 a. All sfit fences must be repaired, replaced, or supplemented when thay become nonfunetlonal or the sediment reaches i/3 of ihe height of the fence. These repaire muat be made withln 24 houra of dfscovery, or as soon as fleld condlt(ona allow accesa. b. Temporary and pertnanent sedlmentaHon basins must be drained and the sediment removed when the depth of sediment collected fn the basin reaches 1/2 the storage volume. Drainage and removal must be completed withtn 72 hours of d(scovery, or as soon as Fleld condlttona allow access (eee Parl IV.D,), S a ud d a a e dtc es a d conve nce s tems must be ins ected for eWdence of erosion and sedtment a. urface w ters, Ind tng r in g i h n ya ys , p deposiUon. The Permittee(s) must remove ali deltas and sediment deposited in aurfaca watere, Including drainage ways, catch basins, and other drainage systems, and restabilize tha areas where sedfinent removai resuits In ezposed soil. The removal and sto611ization must take place within seven (7) doys of discovery unless precluded by Iegol, regulatory, or physicd access constrafnts. The Pertnittee shall use all reasonable afforts to obtain access. If precluded, removal and stobilization must taka place withM seven (7) colandar days of o6tainfng access. The Permitfee is responsb�e for contacting all locai, regional, state and federal authoritles and receivtng any applicable permits, prior to conductfng any work. b. Cons{ructfon site uEhicle ezit locations must be inspected for evidence of otf-slte sediment lracking onto paved surfaces. Tracked aediment muat be removad from all paved eurfaces, wf{hln 24 hours of dlecovery, or If applicoble, within a ehorter tfine to comply w(fh Part IV.C,6. c. The Pertnittee(s) are responsibla for tha operation and maintenance af temparary and pertnanent water quallty management BMPs, as well as aIl erosbn preventlon and sediment cont�ol BMPs, for the duration of the construction work at the site. The Permittee(s) are respo�sble until another Permtttee has ssumed contro� accordtng to Part II.B.S over all areas of tha sita thot havo not been fnolly stabilizad or the sfte has undergone Finoi Stabilizatfon, ond a N0T has been submitted to the lAPCA. t. If sedMent escapes tha constructian alte, off-sita accumulattons of sedtmant must be removed fn a manner and at a frequency su(flclent to m(nimlze off-slte Impacts (e.g., fugitfve sediment In streets could be washed Info storm sewers by the next roln and/or pose o safety hazard to users af publlc streets). 5.A11 infiltration areas must be inspected to ensure tha! no sed4nent from ongoing construction activity is reaching iha infli tration area ond lhese oreas are protected 6om compactlon due lo construction equipment ddving acroas the inftitration area. F. POLIUiION PRE�ENTION MANAGEAIENT MEASURES The Permittea(s) shall Implament tha following pollut(on preventton manogement measures on the site: 1. Solid Waste: Collected sediment, asphalt and concrete millings, floaHng debrls, paper, plastic, fa6rfq consWctlon and demolitlon debrts and other wastes must 6e dtsposed of propedy and must comply with MPCA disposai requfrements. 2.Haznrdous Molerials: 011, gasoltne, paint and any hazardous substances must be properly stored, Including secondary contalnment, to prevent spNs, Ieaks or other dlscharge. Restdcted access to storage areas must ha prodded to prevent vandaltsm. Storage and disposal of hazardous wasle must be In compliance with MPCA regulatlons. 3.Ezternol washing of trucks and other construclfon vehicieo must be limited to a defined areo of ihe s(te. Runoff must be contained and waste properly disposed of. No engine degreosfng is allowed on site. 4.Concrete washout onsita: All Iiquid and soltd wastes generated by conerete washout operaUons must be contafned in a leak-proof conlalnment focll(ty or Impermeable Itner. A compacted clay linrs that does not allow washout liquids to enter ground woter is considered on fmpermeahle Iineo The Ilquid and aolid waetea must not rnntact the ground, and thera muat not be runoff from the concrete washout operaHone or areae. Llquld and sWtd wastes must 6e dfsposed of properiy and in complionce with MPCA regulations. A sign must ba installed adJocant to each washout factlfty ta inform mncrete equfpment operators to utllfze the proper fadlfties. G. FlNAL STA8ILIZAiION The Permittee(s) must eneure Ftnal Stabillzotfon of the atte. ftnai Stablllzation requfres all of Parts iV.G.1-5 or Part IV.G.6: 1. Final Stobilfzation requtres that oIl sotl dtsturbtng acHdties at the sfte have been completed and all eoils must be alabilfzed by a uniform perennlol vegetative cover with a density o( 70% over the entfre perdous surfaca area, or other aqutvalant means necessary to prevent soll fa0ure under erosive cond(tions. 2.The Permittee(s) must ensure that the permanent siormwater treatment system meets all requiremenls fn Part 111, C. This includes but is not limited to, a final dean out of temporary or permanent sedimantatfon 6osfns that are to be used as parmanent wate� qudity monagement basins and flnal construction or malntenance of Intiltration basins. All sedtment must be removed from conveyance sysiems and dltches must 6e stabilized with permanent cover. 3.Prtor to submission of the NOT, all temporary synthetic and structural erosion prevendon and sediment control BMPs (such as siR �ence) must be removed on the portfons of the sfte for whlch the Pertnittea is rasponslble. BMPs designed to decomposa on site (such as svme compost logs) may be left tn p�ace, 4.For reside�tlal constructlon only, fndlNduai lols are considered flnally stabllized if the structure(s) are finished k temporary erosion protection and downgrad(ent perimater contrd has been completed and the restdenca has been so�d to the homeowner. Additionally, tha Permitiea must dlstrlbute the MPCA's 'Homeoivner Fect 3heet to the homeowner lo inform the homeowner of the need for, and banefitv of, permanent oover. 6.For conatruction projects on land uaed tor egricultural purposes (e.g., pipelinea across crop or range land) F7ne1 Stabilization may be a¢oompliehed by returning the dieturbed land to ite preconetruction egricuitural uea. 8.A Permittee may terminate permit coverege prlor to oomptetton o[ ell construatton aot[vlty 1[ all of the folloMng condltlons� are meE in addifion to Pert IV.G.2 thraugh Part N.G.3 and whera appl[ceble, Pert IV.G.4 or Pnrt IV.G.6. a. Conetruatton aotivlty hfle ceeaed for at leaet 90 dflys. b. At leaet 90Y. (by area� of all originally proposed conetruotion aa[ivity hae been completsd and permanent aover eatablisLed on those erees. o. On areae where oonetruntion flottvity le not complete, permenent cover hee beea eatabliehed. N OTES: t. IT IS THE RESPONSIBILITY OF THE EROSION CONTROL CON7fiACTOR FOR PROPER BMP INSTALLATION AND MAINTENANCE WFiILE THE RESPONSIBILITY OF BMP MONITORING IS 'iHAT OF 'IHE GRADING CONTRACTOR, UNT1L THE 71ME OF CONTRACT COMPLETION. RECORD PLAN 12-28-11 CONTRACTOR: MACNTEMES CONSTRUC110N, INC. V � N � O > �� ■� � � � � � W M W Y� Z � W W \ � N � W � Z Q � O.. M u"'i � y � m � �" in � � � ° o N N m 0 � u � � � � rn N � tJ 0 a r 0 - E W � ts z « $n aSo �°a TOe� uC� � L�o�� M E � w z A � zo o ,. o W � Q� Z � A O Fs �y E � F•' W � Z Q O 2 x � U � 3 '�' � ��¢ �, (� U > wQA o m �� z< � � za � �3 a z � � � W � N �i m w 990 � � i1 i � � i l i ; _ II i f € I� 985 ;,,r ;; 1 ii � 3lii i i I I I_I � �� 980 ;ii� �� _ i i3 II � i i ii i .ii i 975 Ii!� �, , �;� — �� ' �� ' �� ;� � � �� 17 ( 970 3 � I_� 1 l 3 � ,�� , � � I ?' 965 ' ' ;�I{ ; „. �� —'�� — - _i . i r.1. _ I I I . I II a 96� 1��(� ri M � M IiII .. I . 7 � o , �� 1 :. i '`�� N � I� iI 3 II a 9�J�J � € i i o ( I� �; i i � I II 3 � �III i iiii ii " t I II m 950 ii;i i'i Q � ._ E � ;_ - � I 'i 1 � ��ii li � o � m 945 �F;'—�—�� „ �� 1 I � / � � � � 1 � � 1 � `�--= -- --� � � `Y � � � � � � --- ' _.____` -.,`.___J 1 v� � � ii Il i l �I il !; I ` 'r�� 1 IIII —� �� ,� 7 7 l i , ` I t i "'t i I I � � � � E . ill � `II i I �lill �� € � i i �:�iE I E 1. ] _ t � iI �ll. �I - I11�.'..11i�i i ; � ,, � i • � � .i.I I i� � �� , �I �; �� ►— �... _.. . .. . ' i - 1 1 i�i i�WA7FAlIF�� NCEF� �LU7� i I-�j Y � �'�. i IIIi F v i 1 1 .� I I` � PRaPOSER 4 � I - I J I I 3 i i�-� i I t' I HAYE A YI OF 78'+ E - i � ��_ eHiE�r �or 4.' I i�^"cF� 4'�"� i� '� I� i �� il I 3 I.1� I{ �.IIj r� E� � I E >IIII 1 t II � E 1 A iN bK ie? N10 1 ( i i I t �� 3 4 i� i I i i i t c i� ��I� i3 i �lii i��i �, - , : i _� i i i �.1 � i I? i . i i ��.. _ C ( i � ' [ _� t il I I' . .II .E �i� I i�..ii �� i' t �� f I�k III � 1 I.II I 3� E < Ilt I L_i I I , 3 I _I i I !1 k -�� _� �� ._; , a � � ,� ' € E �� I � I � (�i 3 I I I� I 3 1 �!�I N I� ' I € 4 ��;- i a ��; �� 1 �` ��_� �� ti, �' l i�`ii i ti �� iii�i iit 1_: E 3'll' 1' ;�1� �I I� ;� I li III�� . ��III "I' i �� ` II{ E �I, I;' �: �1 _�, � �� r � �1 1 II ii ( II_ 'Tf i'I II_�i i il! lr�r ii 7{ il -I I tTl ' fi1� � �� I�r i� I) -� �� -�� -�� , )CI{_5 RFACEi i E i��i i i - i i i a l� i I i i. �t_ I I f I I I ,�( I 4 I I� I t�' illt T �is i i � i[ � IINED`._ Yi LINEAR - � i � � i f! 3 � STI�1G -SbIL � � � - � � � r € i : i _: � DVAIAItONSI� i i"� i � � �i��i' � -� � ! . � � � I � 1 � � I I � I � �� VD A713; I�� i ii `i ii� i�i II-Ii ' I_li i li� 1� II �I III I_II III - sii i 7 iii iii 71T' � _ ( (I�f, ��. .; �i� F.��I � ��,_�E ��, i I SHRNCE LEGEHD � I C.S. 820.0 WRB STOP BOX ELEV. 2Y32 WRB STOP � STAIIIXJ (2+5 ) STA OF WYE FRON NEMEST WV. 9I5.5 DOWNS7REAM AIANHOLE ( SANITARY SENER SERNCE INV. ELEK 15' PAST RICHT OF WAY I gRNCE LOCATIIXi ON IS' ALl S7REE7S R/W a' Trrica� \9/6° CV — — — — '� 8°x6° TEE. m � Rz H=998. � � I O" DIP PLUG I STA 16+30 io' �r. �0" PVC PWG �TA is+35 I N I ( I I SCALE IN FEET 0 50 100 150 � 1 inch = 50 feet ,;� �� , �� , � �, �,�� , �e,�,� � � �� , , - ,�,� �� -�� , , �� -�� I rl�ir , I� ; �III — JII� TIL 1� IIIii i E 1 t111 - III� III �.,�� I i �� 990 I �II13 �-- i I fl�i �I�= i � �� .li E{_� 4 ��- ��E � 1 3i 11 f { I i i III� lilt . t ... � i i i iii�� n r� � -- 1€ I€i I 1 I11� � i 1 IE IPLU i l jt 1 I� �I7�� I�{ IIIE �ii� � � � � f� � �a �� _�� 985 � � I; a �f {� � �� - ��, ��- �I111:�'�i IE I II IIII��ill i . II i�!t i Illf II V� I C�PL bi. iia � E i- iit� ii ii. ,� �i i��i i iiT iii; i� €,! -: ii� € I,� i��ii �iiF i��E ;; 980 II 1 E{ 1 II IIIII.� i ��{ �:ii iiiii i r- iiii �i� i � i i i i i ii � i �i a iii AS BUILT �1�1TH � � � I I I � I I � ( I I NRE DDITIbN �i E i i i i�i i - i i� i: i � ,, , �,� ��, ,�, ,. , �Ij li�� i�,I ��li� i� E— i�; � 975 �� 1� a� �,I � �� r= � ��— �� , �� ,, �� , �� I�� .��G� ! r� � ��I IIII I,� I I ! I 4 I I I I I I �_I � S V � o �� Q �;OD - i 7 I I , - I I l I L IY I�Y�Y I� t II� II E II IIII I ii i II' f It f�ll� � � � � �� , � 970 , . _�� 1 —� �� i � � + 3 � I �� I� (��I�f !_I� II ; I II IIl �-��- t i 1 I 1.� 3 l II II1J 1_1 � � ��i� �_� 3 � ��; �� , �� END5-�.45* t .� � �� • ir 1 I I�I�I �- t III IIIE i ,� �,��,��, �� '� �� ; ; ,� 965 � �� _�_ �.� � � � �� _ i) - I i I�I C?i.l. I i i iT= T1 I i -j !.� .i I 7 I I. 1 I -.' I I I 1� [ �� I I f tii �� '�li.�� Ii - IIII L.11 � ii I€ I IEi T ;I 7= ' � �IR �I ; � i E �� i � i� j. -I, STA� 11�- 3 i i�€ ,960 � t ' � 1 I I I i I i I�� 1 E �� t t� � i I i i •- � i i '_�_i � i � �. � i i i � � � } � t ' i i �i i i �i� ( _ � �II�� i . �II� i�l I I 1 T € t . I "r Z f � ' i� I I - I� � �_ �. ��3 , ��€ � �_� ��, �� 955 IIE 3 .� i - € i�:� (��i i i�i �� i � �� i t i I �� i i I I i I I I I i ��I I� I 1 .i.�lllll :I IIIII I I I I_ I. I� I II I�1 �I11� ( I� �� III! 7.. i �� i�i ii iiii � ii : i ii L i ri i ti a i=�_ i'i� 1 �Ei i'i� � 11 ili� '' i�, 950 �RD_ PLAN. 12-_28-11 �� ; � � 1 �� 4, 1��. � i i i r f��l i i �T� � i,,'��. i i:.: i_ .. �ACTOf� MACHTEMES CONSTRUC110�, INC. ' �- � ;_ ; T ;; �� ; '��; ; ��,� 945 - � N � O M W � w> .r � � Z N � � � � �� N � o � � � � N � m � - w v � W X Z �- lL � � Z N � 'A W � � V � W N �° a � � N w � � 3 v � Q o z � J O.. N O °° � $'��°_ � � Y' °�S o �aT�c?�U O rOOn��. � m C n o � _ — 015 o � M a � z � z � 0 o W Z Z < �� '�^ E w ~ x�� ° w� �o °��O C�,Wa V� � a � � m [[[ V � � Q � � � 3 a ; �, W . C � � O M > � w � � � z � � � � �� i T 0 I� � � W N � p�j � m v � w � W X Z ^ lL � � � W " � � � � \ N � � � � N w � v /� 3 •V ¢ � _ � J O.. N a SCALE IN FEET 0 50 100 150 1 fnch = 50 feet 0 0 � =;�$oo W w�� n; a _ � $° °- $o t�l��T� T�on�� pY T c0 u � � — O IJ y 'm M N � F'1 � O O W Q � � r��a � q�W� �~ x �� d ��V° W QD m � U vJ � Q � �] 3 r� �-' N < W � � RECORD PLAN 12-28-11 CONTRACTOR: MACHTEMES CONSTRUCTION, INC. � � � � I I � 7, ALL DIMENSIONS SHOWN ARE TO 7HE BAGK OF WR8 UNLESS O7HERYA� NOiED, � � i � I I 2. 8618 CONCRETE WRB & 6UTTER (TW.) UNIESS OiHERRiSE NO7E0. � � 3. TC ElEVA710N5 TO BE TOP OF 8618 CURB de GUTTER UNLESS OTHERWISE NOTED. i �� I � � � � � � I 4. ALL IN7ERSEC710N RADII TO BE A 15' RADIUS (TYPJ TO THE BACK OF WRB I � ^ - � � � �: ��yY;.t r ji� _ �,�� UNLESS O7HERYASE NOlED. I 1 � � � '�',� %�i`t+i `. � 5. MLET PROiEClION (N1MC0) MUST BE INSTALLED IN ALL S7REET CATCH BASINS I �� "t�} v=+."' -- -------- �.r,- ,. UPON COMPLETION Of SiREET CONSIRUCTION. ' 1 •'6 •'' � � 1 � � � 8. PRIVAlE U711Jtt CONDUIT CROSSINGS TO 8E INSTALLED PER qTY DETNL � CIRCULAR �. 5 �_ 12 -------- ---- -- � �--------� r ------ � --� � --------- i r ------- T'"1 fR=500.�0 --� �------------� �. f l f ----- l r � I I CIRCULAR � 1 � I I � � 1 I 10=07 1 I � 7, REFER TO CITY DETNLS S7R-34 & 38 FOR LIGH7POLE AND BASE INFORMA110N. � I 1 I I 1 � � R=200D.00 � � I � i i � i i i i�=ss.�� i i I � � I � � t� I� � A-O5`O5'58" �� i �� 1 I 1 T=34.91 �� I I ++REFER TO SHEET 2.1 FOR POST STREET CONSTRUCTION SILT FENCING BEGIN SIREET CONSIRUCTION AT I I �� 1'" � � L=177.9� �� r � �� I �� DETAIL AND LOCATION. it`, �v. 4 �� n I I � � 1 I i I I STA. 9+45. CONTRACTOR TO I I ._� Y� � t- T=II9,05 � � � � � � "� PROVIDE SAWCUT & BUTT JOINT. � � � I �`^ I I C �� j j I I 1 N �- � I i ��J MATCH EXISTING CURB AT STA. �� 1 I J°- � 1 I 4 � � 1 �^ � I I -� � 8+63. CONTRACTOR TO SAWCUT 9 �� $ �� 7 � a 6 �� 1 I I I 3 1 a �' � r� I I I OTES: � BITUMINOUS AT PROPOSED CURB � � �� j o �� ° � I I � I I� °' j G I I � I I 1. SAW AND SEAL TO BE EVERY 50', PER � � REMOVE h SALVAGE � I I � � I � � ! o � i LOCATION. SEE NOTE FOR ' VANG� � � I r , , I F � I I DETAIL AND IN ACCORDANCE W1iH G � � REMOVAL. � � TEMPORARY BARRICADESJ,,.. I I N � � 8818 CONCRETE la o � I I I � �': PROJECT SPECS. � \ \ i � �� NOTEDEINSTALL WHERE i° I I I I �' I I I CURB & GUTTER (TYP).�� ; i i a � �" p, T IS � BEING -� e .' J L-- ------� � ------- 4 - -� Tc ------� �'--- �---------� L__ ��- � �� j� 991.Q5 �20 INIERIM STREE SEC110N TEST ` J aezvs � i i�t�� ' , � � R DATE TO ONCRETE CURB PER � �•• ! �.� ;'=- � 60TH STF,tEET ` SOUTH � � ------ ------- � ;a`�' '� � � � . iN�sra�unno�nr � coo �� -. �-•=- � � �ueuie� v x � j � 3. D RDINA710N OF � ^ ; �� ° ' 9 �" � � to �z � - -- �--� --- � � � - ,� CONTRACTOR TO PROVIDE I � �;4 CONDUIT CROSSINGS IS THE ^_,_ x� r ( RESPONSIBIIITY OP THE UTILITY � � , " ' � � � ��` I _ � - �`5-.�, T __ �� _ �s _ �� _ te � - a ' 94 SAWCUT k BUTTJOINT ON CONIRACTOR. SCHEDULJNG iBD AT TIME i � �1 -- �. Z �_- tw5nvo �o aaw� TRA FNC CONTROL IS �INqDENTAL OF PRE-CONSiRUCTION MEETING. � ; . '�� . '. . `eccm '' ':>. � .: , . •...::..- .. . .. . .. . _ v.. .. �. . ..•.•• ' - eee.eu icoro TO CONS7RUCTION. 4. S� TI � , e.ssu � , � � ,, � � � � ' • , ic� tazzec CONP RM TO T}iE OF • :.. =--- ' - � 1 / � � i, i �.� �.: , i_ 959 � ------� . � . � � � �� . . i � . m '. . avzc� ' ' MNDOT SPEC. 3352.2A2e "SIGN SHEETING �: I - l f---------1 r---------� ua�an � r ---- � � � wo wn .. -'-- - ,,. i REMOVE BITUMINOUS V'ANGS' FROM I emm � I I � w¢as �:. tc nm `' I TYPE IX." f � i' REMOVE de SALVAGE TEMPORARY CUL-DE-SAC AND DISPOSE I 6' WIDE CONCRElE � �+ ro �� waaw �s,oza . I �' END CURB & GUTTER , � wt.0 -��-� ��-�� '�,� CONSTRUCTION AT STATION EXISIING SINGLE OFFSITE. CONTRACTOR TO � � SIDEWAUC (7YP). I I r m �l� �!� BARRICADE AND RE-ESTABLISH FlNAL GRADE AND �� I;o , ,` � � - NOTED. CONS1fiUCT RADIUS AS � � 'ti I I � I I 1 �.p `( � ( , '-. SHOWN TO MATCH E%IS71NG „�; INSTALI AT END OF EROSION CONiROL/TURF REPLACEMENT. I I � I - � 1 I � ��; � - STOP � � �. IDEAL AVENUE. . i NEW SIDEWAIK PER I I I I I I � 1 I I � y� oErni� srn-ion 5 i i 4 i i i i 2 � i i i � A �� `!'� � R �- i � I= '� � � I I I I 3 I I � � � � � y �i i INSTALI SALVAGFA � �� ('� � i I� I I I I � I I � INSTALL TEMPO�ARY BARRICADES � f5EE � � `� SINGLE BARRICADE AT � r � i�• � � I I I I I 1 � I � I ALONG YATH "fUTURE ROAD I '� � D�. END OF SI�EWAIK PER ---- -- ! � I i I I I i � � � L STR-10A �� I( I I I 1 � I I_J EX7ENSION" SIGN AT END OF ROAD . --- ., � � a i I I � I I I i _� L----- _�� STUB PER DEiAILS SlR-10 AND "°-°^ ..-�.�, � _ a � , z� ! �� I 1 I I - �'"`-° STR-33 RESPECTiVELY. � I ,,, C L_�__�_.__'� I -J L_�� _....._ 1 � � l-__ ( ( � �� CIIZCULAR � � � � � I � � � � j � i �• __ L_ ------- � R=600.00 � i� �' I j j ( ' �l � L 7 � a=12'2S'36 � �� .� � � f � � � �t �'. - �� i ` � f 1 �� `� ' I T=54.48 !� t � G t � � �' � �' � .� � � _. , � � � I 8 '_. ._.. . ._. � � ' �� . � �� f � � f � I ' � � � ' � � dm_ - � I �� , � , � ge-: n , � �' � � , �_ ; ; 3CALE IN FEET � �' � � � � �oo -� i � i ) � � ,F -�_ . _� � 0 5o ioo ieo , � � , , , , Y , � , y i � � , , � � _ r� `� . ( � l. I i ' � � i � r ! � � � '_{ I 1 inch = 50 feet , �� ; �, , � ; ,� E:E, �, , �. ��,,, � �, � ,__ _ � . 3.-. , � � -;-` � E , - - - - __ _ _ �- -- -_ -_t__ �: ; : , �__ _ , �_, m � _ _:_ � ,� _, , . ,O :.N � . . : O �.. N . . O 1f7 , .O- ��_;u7 =.100 . . _-_. µ _-€-': -. ��'OI -!-�- . � ., _.��.;.t0 � . ) .- .-', �J_ . � +.:. i i_i !_i , _- 7 _ __ _ _ � ! � € '. � M f . t � € . . I I 1 . i t � � . ..I- 7. � _ I . . I. ! t t I i , ',,• .� i ` : �.. I . � . _ � 7 -. � .: ..; }. . 1 � . i i i i i �: �. I I i f ��. 1 . � , t , '. I �. � ;.. 3 _ �..- 7 t . �. n . i ��. �.. � i : � : i t i 1 '�. n �, i � � M . € .. , � ,, T . L . i. � t - 3 -...:. .t '�-. L I. I .. rn . . . ., rn _ _; : . , o . , ... I a ! I . . - i . . . � ,- I -_ � '�.il�� l ��,�,111�1 �.: i�E �a �'�. �I ;�E��, • 3 �",�',�. i��, �� ..il�i :� ��('. ;I . ��. ��II �I € I?i� i , ..if��i. E�III �..� . i �..��I . .. E ..:E ii..i_i. � �I( '�.�� IE �i ._3__�.� i�i�_.l il ."... 7�1� ___i _ E_�,. 1J .__ �_ _I __ � __ • � I_�I) . E i�, j: I�l� i: � 3 � 1 �; iIIII 1 � ��. � : � . , 3 : : .. �. . . i � Of � �� -�.. �>O :N �. d' ,1f1 , _ 1� _.. . � ., N . . � ...0 I I "�:'� N E , : i l i d : l i i l �O � � I �. �, I I .O ..�. , � . ry ... . ..I � ..:" ' � E � ��M �:. � ..:. . . ' . i I i . "_I ,. i__I 3.,..i 1 1 I t i ! I �, i i . I I! I.. __� 1_I. .-. I I ��._ I .l..._.. ill��i i 11 11 II €€ i II I, I 11 �II IIII III .II 11 I��IIi € I t I i i i €, I { t I I 1 1 I ! 1 i a , i t0 _, , 1D < - ap OI �. W �; � OI : �� ; , . . 3 �r n r r r r ..� ...� � . I .. iI ... 11I ( I��I i I. II�IiI i I i.I ,. . I I �I 1 I��II :II { 3. t .€ il 1 III i��i 1 E 1 1� li �_ _ ____ .__ ._ .____ 11�1 11 il II �II .E t �I� il I, il i�I�I I I��i� i�. t �I II I�I ( � E I f 1 I i � i P_ 1000 ' .,�i 1 1 I.� i l I i '.�1 I € i��.i i ( � I� I 3 I€��.� 1 I I I j �'�.. i � = i i I m I i � I I I�! � t I I� - I 1 I I � € �� i� 4 � I I I - 1� � i�l I� I 1 I ... 1� I €.• �� I' I E� I�i i 1� �I € I I�im 1 I 1 I - - ".� � �. I 6 .. i : Y� � 000 ri:i �ii r��, �i ��. �t,r i: ��. �. ii �i i i=��ii �i ii t� �. �F��r� iii,�l r.- i i�i .E� .3.i ii .n. �__i i.i..i i .iii I�F ii �..�! AD��-�B�2EAKA�f�HTAT1bN� i�i "�Tiai t ii. (��I .) i it �_� � .� , � �� ,;� „�� , f �� ! '. 1 � E '. I .. t ! 1 � k 1 t � ' � �_♦ (� i i , �'.. I i I i . � . ..� E ! . I ._.��_ � _._I..�_ _ i i.... i i ��. 3 ��. i € . i � � ` .r_I.i. i i €-.. � I ��' �' i � i i ��. � ,.:.. i . �.. i �.� . �:.... �.__�. _i � I ` ._ +23 �.-.M� TC -. ��. I i� � i i I��..� i I� � � : ... .. I {: i-'. c� I .', � 1� I E, 1 I �..:,..� � f .,..�. .1 ��( -'.. � I I�I I ��" I � I � ' I� i I I � I : i i �, ��: � I � c��. ' I f��. I� E �_. ..I I � .�I�1 �'�. i�{"�. 3( � I �'�.. �� 1� - 1. i �� 7�_ .._ E � I I f�_. 7 I' � � , .�f ! � V. I i i�_, ,.. . � f!N�, .. _. � I' f I I 1 ��, 3 3 I �� I � 6 �f. _i ( f I I �� 1 I � I �_;..�_I..I. ,,_ I_. I� _ I l, I ; l l l � ; .._ I ___� I__ I__ I . I:: i. �. I i'� .�:: I i ,�, I I:€ �. i I i � I ..... 1 i. t i i �':� I ,. ., I i � i I I i . i I 1 I. I I I I 1!. I t, .. i. . I I. t��. t I I I I. i . i.. I I I i I.I._I_I_I I 1-'��_ � I I__ _ 1 t I _!_� I I I � i I I.I_ I�. I I I I i__._ i_ �__ . ! i I ?._;-� � i '._I I I,i. _" _ �I I _i. 1 I I_i_ _ I _��., 1 I i �.. 1! s � . _...i. ._...: � _ _. _ __ . __.-� - - --._. . _:__ _:_ _�_ .:---- - `----- - -----' . -_ _ _ . , , . . � (ST1NG..:EDG OF: �DEA . . , --.__!_. : . �- �� . �;�. ��: �� ,: � ..; � , �„ ....:. .. 4 .. ��. .ti i � .t �� Ei i i: t i iiii� �-3;i i.. � i i 3 .,. i i ,.,, .�t i �r "i i i l -. i i i ��. i!-, i i i i i .'�_i i : i 1 i � �.i_i_i_ ( .i.i_�.. i i i ,_' i ._._-�'--i- i"'-_- 1 ., . ,,. . ._._. .... f ...... . ......_ . .. _I_ I 1_T I I I 1 I._'.�._._( i ;_I.I I i t I_I_...I I 1_:_ ll I�._. I[ 7 ._I_ I I� .. ! I I I�: i I I i�._�.., i I I. . : : . � : . . : . ... , . . , .....: . . � . , . , .. � - . . : < . . � . . _: . -' _ .f __.. � " _ _ __-. _ __- _- _ _ _' -_- _ ��.t:: .fl li�, I, ��.t::t�l�l �1 1 I ... I . , 71:�k. I Ii� .. II. �i ��.1�. �.r ,ii� lii, ��.lii:��. ��ii��.��i i. ..lii�: .�.i.!��t €��.iii: �iii , �ii��. .,,i i tii� ��.il :2 iiii iiiil�,��.i iil ...tii UEt�TF�IS Y71L�18E A. €.. i..i�. -.i i�€ ��..� �t fi�..:- ti � iiii :�.o-;� ,; , , , , , , , , , j . ,, , , , ,; t ;€ . � � �� , , � .� ,r � , . _.. �:�i ii,� , i iil . �i3 �in �� - -.-.. , � I F .: . - i� ._, 7 I _i. _, t � . i..i J�. 1 3 . 1�,. i I I ';. � I E . �. ,. � i V� -�. ';' i � I I ''�. I �'��. I:�:��. ; �, I I I I I - i� I ��, �� .��. � I: S� �� j• � i E�: ,! i I }��, �, I :- � t I- ,�, I i ; ( I i�� -�... , I I I I i;: � . E I MPOjt.ARY C NDITION. � i s. I , i ( . 1 _ � ( �__ � _-1 t i:( ( i_ 1 3 €__ I�__i € 7 �_ I I 1 � ( � � �, � � � � �_ � .__I I (__ �_ _ __ I I I( � � ( � _. __. _ ��- � a��. : ? ) :: �� . �.: � .�...-. .. I a < : i '�� I I i I i ;.. I �.. �l � , � �-,: �.. >. I I I�: '. 1.� I I�� t 1 I I :. I�1 � i I 1 I i��.:� I i I I ... I I I I�. . I 1 I I �. i '! S�I 1 I € ��. � i ��.. `_ I�( I I I I' I I I 3 I I I 1 ,._i_ I. �I. ... �_, I I ,. i I .�':. ��. i t I i I i i I I , i. �._ I I I 7 ., I I E I i I �._,_ i I I I._�'�. I I I._,_' 1 I , j_ __ i_ . � -- _ �� : , . � � : : , . .::�: : � , . : � : . I. i_�_ i . I I_i_;_ I 1 .._i i ...__. I ! � ' _ ' - ' . i . _'� �., 1 ... I� ,. . .. i . . E.. i i� 3 : � �� I i� � 1 - i �-� '. - i I i . I 1 ��i 7 I I 1 I I � 1�� I I I I f i I l � I l. ! i_ __ I 1 I? I T I_._I_i . I I.I.__ �f I t I I i '.. I__I I I€ �� € � ��. , � �� , �� € �� E �I � �,. ��, �� -� ,�1 � I€ __ _ __ ___- --� 995 , , , : , , - � ! � -- -- -- - -, , , _ a , , , � ,a �o;�� a , , ; , , � E - 995 :�,,E E � �, � �,� 3,: � �. . �,� � E� , 3 �,.� r,��, ��,� �. r E, � � � �� , I. , r�� , F � � �� E, ,� �� -�: - � �E - � �� ,. _, � - , ,�� ,,�� : ,�,�� ,��;� ,�,� ��,, �� .��.ii� ii ��.��i ��.� i,;. iii! ��i i€E, � ii ,iii i i;ii ii s.�,�� ii.��i; €�..,: .� E iii:. , i. 8: TY .iii �i� ii �I �i,. . . . .- ...,. �"., .. , , ., �, � . , . , ' � � �I� !t- I I:! '�'�I i�I I .:1!1 3 � i: i lii -.1. i � .�.t E il'.��I�� E��. :�t t I��I�i��. '�i .II i �_I.._!I/i li I..I11 .i.l 1 '.i tl II i �I I ...I.I..i �I I i '� 3. �. I_I. r I. , t i . I 1 �'� i � 1 II , k i t E I ! t' E F � I t".. .,. i .. 1 . I i I� �I. 1 t ( ...1..� _. __ i � i. 7 _ - �..7 i i.. i i 7 t � o. ,. ,_. a. - � � i i� i E i i r i i�i�i ii �� iii� iiis ;��i�� .� .' � ��. �•� I i I I I �� I I i��l I I i t I I I 1! I 1 �I I I t , , I E ��i I 1 I I IE I i I I€ i II I II11 I ,}I i I 1E I I 11. I 1 r r��. i � 1 , 11 111 I I II�� !�It II 1€ € I __ I._. r� _ i n . . _. ... _.. .;.. V�f0000 -�% .-. , , � 00 , : . -, �-� . ... i i ii�f i �li ii i� i ii i � i if i i E ii. 1 I��t I t�� I I t � 3 I I I� 1 1 1? i I i l i�� I 3__ I I i l l� � l I I�._ I V .[_t I I 3. € -r �€ I I'� I I [�'�. �'� 1 1 1 I_ I I I i i , I 12 . �j._._ I I I I t E t i __ 7 i i��i I t:� i i i. t '�' i i i "i i i i i �� i I 1.� i � t _.._ i I.j� �i , 7 .. I !_��; �' __��`� � i � i _._ 1__Li__._i_i i-i ' i i i.. t_. -! t i 7 !�� E � M € .i_i L.-_._i_ ._=0.37 i i__ i.T i i 1 i . .I i ;�,_ . � I i.� --f_. . i_I_._ i1_i i__ ? i:`t 3€ i �� i i i i i i r_ ii � T� � i i r' i i 1 _ I-i '�. :. t [ . � ., , 3 � , , ...,- , �j_.__ , _, . _tl' �1 T �. ., . _ i._� , . � . � �.. , f _ _. i __.- � i � � €-�� f i : i r �, �, E C € � � t ��. ��. t . i i . . � .. �. � I -�., i i S �. _�_�. I � I�� 1 ��.� 1 I I . € . '.. I � � � ..I. . I 3 �..�� I f € i ��. � 7 , I i �� , 1 � ��€� �. ; i ! ,. I , � i �. .. r 1 7 ��. ".. i i � . .._.. _ :..t..l 1 . F�. ..: � i I .! 1 '. c, . I . �.... . . �- . � . . ilrt , ii r i i �,�,,� i I I �, , ,I =,��€ i,I �i l, �:ir , ��1 ' � �I �'; ( I� I� �_, E i�nE ii, (li ;-`tl��$_ (.�i ,__ii � E, �� iE �� (�� (�� I��:i a i ilili �i i� ( I� II �� i � 11. ._. � .(___ 7 _._ i. . 1 __._. ....I I 33_... k ...._. ..�...�. ...__ .. _ . :_.. ... . �.I I I 3 I�.. 1 I I t : I I I i I'� % € I I i I i��. 1 !( ��. 1 I i 3 i I E 1 ��{� i €�'�.. I ... I I 1 I I a i I I 1 1 I 1��, i O �'. I I I I i I ! i I� � W t I I i..... 1 I {':. I I I 1 i'�. '' / I. 1_ . I I 1 €��..- i i t I 1 1� 1 I I I I� I i I € E E I i .: I I I; ; r i I I I� l � �I i I I I i'��_ I_I_ '� f E i _..� � .I � .E ...� I ..:.. I i I�I� I: i 1 i I I i I ,. m �� 3 i i - -- � � .�. �..�. .'.. I E � I I I I I i 3 I I I I I { t __ _.___ i I I��i i i�� I I - i I I, . V € i . I i I I i �� I t i . I I I . t €�, I � I i �3��1 I I��I I I - i O � i I i i t 1 t. _ _ _ / .. _.. E�_ ._ _- ._- ' 990 � .� � � � � . � - � � r� � �, , , ,, , ., , : , , - ;��;--�• °-� � � � �3 , �- � -�� R�� , �� , � , ,�� , r , ; 90 .ilii i It II �:III!�..�1 !�:t...).;i...11ll?�� I..Et '.il 1��.�.3tll.E ��.�I!i ..f I!!'� �. I.�Il�ii.. II �..i!I 3..111•� ! :.1.1. It�.��llll 1� .� k�� l� I 3 >> t�. � I (1,. . i i i��.. I �/. 1 i€.'. .1 !. �.�. '. i I I: 1 I E'. i t I t,'. �.. .. I .�..I .I I I ;. ' i€ t r I i . 1 I I I?. . i I 1 1 I.. I 1.. . i i I I I . 1..1.1 F- . . � ,, . . , � , .., . � � ( � � � '� E '�. i i I � � i i ; ..:. :. � . . � � ,.: � ' .'. :. ,, . I ' : : � i '�. � �. i ' I i 1 � ( . � 1 . . .., � e��:� ��: �- � :_r �., .., � �., I , � � B i �_�7 �� -; � � f�, C 4 ��. i � a ��, � � ��_�. � �� r::� 3 � i._��..� � I � E . � � I i� .� �� s � � �� i � I � �r�,�� ii;.�� i�; i '_�� 4 _:€ E� i i r t �� i i.i € t i,�. ii i€ � .€ t i .. _ . __ ! � i � _. a � � ��. a � � i � � � I�� i � i ;.�_�� i i i �. � ( � � � .�J € � � � : � .. � � .__: C .,_ f € �, i .. . . . 1 � � , - , . : �, �� . , ,_ ,.,_. .: , . , .... � i � fn , � � _ � , i � � � . ; � .._. i . � i i � c :. .;. � i _; : . ��. � i � � ,.. i ., Z� , ,. � i i i �� ; � € i i i i.�_��_i i l-i i i i ._r_ -�_ �_i_i-r - i i i -=--�- .i 1��. , II ��.11 [ .E t i�I�� II I<, I ti i,.II I�I��I� I II �'�.�I II .II € I E� i �-�1�1 i.i ._ .__i ___ 1 __�'_ ._/_ . ( � . I.. .. : ...7 ,_..... . t ... -- _ i_ �._ ' �_ _. "_;__�. _ ,_ � !-. .' . � � - i. I - '. I � � I �: I 1 i ( i I� � � I ( .._ _ _ 1 "'.O� _::"l I I I 1_� I I -'.._I I I i I I I ; I_ .' ��_�_I I I I_ _ I I i _'_I_ �._:_ 1 I 1�� s I i �.'�,_ € I_ .-�' € I 1 I_I � 1 I�.� 1 __I_I_._... i >.�_I_.I t_._:_I.I_I. I_ __..i_'. _I. I I I. _.__� 7 I_. _. I �. .: • i 3 � ".I___€ '�:'I.iE.�E-_•-_:.t ! �I�I 7 „__-I.' �. _�_ _.�.- - s ` -_-_ .�J _ ___ _ _" ''.i�'i II li li �'��.) E�? '"ii i'��.��.II ll�It illli�'.''.'I i.'. '.IIII. ��:1 I11" il I�'Itlll'-" (I.E�:'.ti! i:41if�. itl �'.i� 1 �I�III :II II 9 �E� 1 I �.� I 7!� .. �€ II11 i ill�. Ile -U;� 1 '� 1��.1�1 I;:''.II t .. I11 1 .�.. 1 IE ..tl II i i III( �II . i . . ,. . , , � ., .. . .� . . .� '�. 01 �'�.. i t . �.. . .., . . .. . tt. I �i � C 3 I / ..i_� � � t I � i , � ., .. Q t .., � � 1 I i � I , ��, �', ! � l I ; .�... I I i , ' �� f �� ; • . ��. I � ��. �.i � . �� i . i € '��. i i . �.,�. 1 ., ` �i i ; i �. � � i , ,, i i '�: . i i ��. i r. : i , t ..t_:. _-.. _�: _ i _� . { , - -. � . . w I . .,_ � . .,. . . . , . . -:. � I�i �� i .. � I I i��; �� I; I. 3!� t', �I I � t i�' �� I� I� I� '�. i� I E�I � 3 I I i i i', � '� �, � i I�� i ��. I I I I .�, I I ��', �( I I I ., '.' I I I i,_ ��. I I (. I I�: (,.: � �� i�. I I I I I i : t'. ��. ( I � �� I I � i E 1 � I I ..:,. I I/ . i..' . �� : E I I I�:� I I i I i ��,. 0 � 1: I� I i��( I ,.', 3 i t ' I I I, t i i � I I I. I.. _ I �, '. I I I 7 f I � �i: I�t III i�i�3� E.�I�III i I .:.€... II I ..II i/fl 1! > II II i_.�_ I II':_� I�..Z ..�: Ii�i�i il ��...;� I.__I_Il�i `-. i. _��III.!__ I li IIII t_�_I_ I'._E I I ��.. i I' ..��. 1 4 I�_'.i I i i I�I� , 1 j E'� ' I �'�:�� i i.�l_ i I�I__ I I I I�. I I I I _ . � - 985 � ,� ��, � �� ;�'�3 ,'� ' �- � -��r �� , �I , �� , , .; , � ��._r_._ �,. ,�� , ,,. �� , W � �, � � ,, , ��;, � ,� ��„ � �: �� € �� , �, �� , � f ��,�1 �- � �� „ , � ; � �, �, �� 3. ;�� , � � �� , �� , ,-. � � � � � �, 3�,_� r �, � � � 3,_,_ � �,_,_._ �__ �_ �_- �_;_ . �_ _ �_� �_. , � � _: „� �� . ;: ;, � :_: �_-- � - -; _-- . : , � ��.__ _ � _�_,-_� � �__ � a ..,, r �; , _-_�_,,. _- �--- W :z >�- ,� ��; �, ��- �,�- � �; � ��, �; �,� .� �T�E. ,,� ��;�, ,�E ��„ �,; ,:� ��,., Z I�; �, �;�; � �� ,�•E I,� �� ; �� , � �,��,� �,� �� ,� ,� t 5 �, ,� : , , ' 1 I I€ I .; E.�-.. I I E �'. I 1 ��I I I I i I I��I� . . . . � i� t E 1 i � , I t.i � i i !o. i t i..l.. � i 1 i i i�� F I I _,.. i.:..i t �_i..i i i.. � i t � i i � ��..I_i.. 7 i. i. t i t_.. 7 � '', : i i i i I i I_I ' v i_.. I I 1;"�. O 7. .i �� i i 1.; �. I I "�. : , E 3 I i i I. i.:: �..:_. ._. 4 . F.:..... ' � �i �i � , � ..� I 1 I �.�.�.N I I I ��b i I:€ I 1 I 3 I t ��. �� I I � I� � i _( .I�.I I I _ i I I I I E I I: illt i (�� III €��:� II I�I�il. I I. i'I i�. ill !��U E 11'� II I��! i I�1��'�� II �.��IIIE€ >��II II I II_ I€��3 ! ' . I I I ,. � �„, � ��_, .� , �I� � 5 �, �,� � �, . t I � �i � i i��, �. � I .. .�..:.. � I I, �,... '... I � � ,__ .: � ��r�,� I � � '�i I � 4. l� I �,�. � I r . �� I �-':� � I 1 ..�3 1 ,. I�I € � __�.LL _' f {_. ,. � � T i� � .i � � I �',- �� I �_�ux � � � _: - � ��i t � I.�� ! � t ...� � � � � � �_ __I � � �.i.t_._ _ i I � � � i f_.I �. i�i i i �:_ i i .i_. , .._. _'� t i -' --`�. . _.'-_ � .',--- --!--.- _.__- -�--- , � ....:: >� , - __ °- � � � a �..- � � :. _, - � i .. . _. t Z _. : �. � { n I�' I. I �. �i I - I� - I I i i I I � I � I I � 1 t �.. i i � < -� �� :�• .. , 3 I �I I ..1: III� II ill � li I I � I 1 II'��. W III .�' f ik ;l; t �! � �� ._I�.i 1 I_'��.. I I I ��.� I I �'i I, I.__ 1 l..'_ i I i_:_ €. i I I . I . . . . . , , , . . . . . . . . .:_.�_`_ __ `_,- I I- _�._.._( I , t ._;- :_ I I -_I I_. _I _I- _{_�_. t € . I ;. _, . ( W . , , . : � t , , � . _1 � : , , + : : , � , � : : � � � - . : : [ . , �. . i i � f t i�.. F ( i t : � - , , � ; € + i _� _; _ k ..-. �_ . W - _ _ i: I .-, • . i . 1 . _. 1 1 , � ' - ",.-. i W . ';- _� . � ... t . j .�I '�..3 �.. >I . .',�I I "�.� ��. . .: ' I �1 ,:;€. k.'.��. '.. i I � ..O 1� ,.;. . .: ,, ...�- _.1 . � 1 .._ __i_ I ._-_ _._- 1 . ��. > I I �,. ��, 3� , i 1 I I� � ,. � I i��, �.. i I I i€��.. �.. V�� ,�. I I � r i�. I� i:( O i ��. I i� I I. ��. I i I( 1 I j i I� I I .. ', t � I�', I 4 � I� �.��. I I �� I��, i � . i 1 � 1 �� .', I.0 . J I I� � ! W i. I d' I. 3 � i I :, � I ,�( I � ��.. �-�. I .�. I_:. ( I € i I 1 I._ . � � � I � . i I I I �I �� ( � I� � I I � .. �.. (�O a i ..,.. � i',... ; i i �� i i i, �� . E i�� i i i i =��.i. z i � l i� i i 3 i i 5� i_r � I ...: I i Ci i i ( - 13 20.0 �� , � - � � � I .� . 11� 1 I . I .. � .. •.• i � N a�:� 1 I>.. s� 4 i I�N � 1....11 I e�l� 'O � .�- �7C7o 980 .,,� ,; �� ,� �� ;E � t:; �� ,, �. �,, r:,F , �:��,�� _��, , �� ,.. � �� E� � �, ,+ � o �� =�'�I ;�;� I � III'I �� i I� I ��; �I ��:'� � � � [ � � � 8 9 E ,. ! i �. i . � �� i �, : � , i i i : ��. � E k � � ! i i �� i ��, i ; : : � � i � :, i i ; ��. i i �� i t , : r �., s �� i �. i ; � i i ,, � � i ; �, ��. i � i � � � i : � . � _ i_i i_ _ i � , i �� . _i_i � �u�� i ;_�_i_i_ i i i i i i..i . � i � i i i i i i �V�- ... � ; c ..� � . ..--'- � ----- ''.__ ._.��-�--° -.__:_,- �------ -�= t �-____ _._.--- --'--- '__._ t � �,�., , :: __.- rn.3� s _�- ' ` - -- - '�. � � � ' ' � � i : . ' � ! � �'. ,. > ' � � . '�. : r ,. � : � .. ; .... _ - ��`_" _ �. _ ' •. � - /i - i I � I i '�. � 7 ! '. 3 �i � I ! . . I ; � 4 '�. i N i I `• I I 1 �. .� f I 1 1 I � I� ! �' I � � E. 4 . I � �. I I I p 1 1 I I 7 - I .. s I . I � I �I� I I I i . I . �..�.. ...iii[ .lii ..-I i.. �i, � ..�, � iii �:�VC lOD�00i i ....ii ��. . . a � . �-_° 1�... ,.�.� „ . .�. � ..�.. ' ....; il Illli.. ! .{i��. � . � II .-.11 II .. Illi . ....,.�:,,. } M.��(b ��:: :,, �� : .�.I il ll''�. II - "II ...1 .. t I' . . �, . . . �� i �: i .: i I�, �, ��; � i,'�, I� ,. i.; � 4 �€��.'�.;> ..,:, E . t �, d�,Li_I ��. i�l t�'�. i: <€ t 1 I��.:�� I , : ._.1. '� I ..; i€�(�. �i i��.. ; �t � ..'.•: iv '�.:. 't�, f :� 1 ". � 1 ' � ..,. . .� . , :i �. 0 ..,�.... rn;..� ._.. i . . ....I. Il�i; ;I li I II i i :,; .�I I,I, ��I m I;I I, �If I II ��II , �� ,F ,; E � I � I) �„ „ ��ili , ml�� ! -�� l� �; I� � �� o . J� i� r�li �,f€i I i lill. Ilill € III� I �I�I f .��..I . f i 1 � .._, ...,. . i . ( .. i . .�.71 � _ I __. o.�L1 i__ .. .,. . ; � _ , ..o ��. : :.. _.. . .- :rn,.. . .. , ._,.. . � . .,., , ..., . , �,. �� ;,, � �a �� ,, ,�� , � �,.,,�I� ,�� , � �� ,,,,; E�� €� ��, M� I ___._- .-._ '�._._ I .... - i __...--. _.. _____7__.- ._..._ t ._. -... _ _-_... -�._._.. � _... i� .'�_11 I I .I �_I_I . �..N. .O� I :._ __.e0 e t �. 1 ; t i_.i, , I ! �... . .� pd€ . i.�_. I I I i i i � _::_1 I I I t �_i_.I I � ..__. I I I . I � ._�. I I I ! i_.I.�. 'I!;=".�.II li'..i�ili '.I��t'.'�.4 i��l.�.ill ��ll�li��. iIIII'�.� I'..'.lill!i �.IIII�. I I11� ��.1111�1 il 7 t; "��I�(��.� t II �'.I !.IIII ._f.l.l.11l _._ __ 7 � V} � I�� ! I _.i_��.�_ ill !_��.,� I.€ 3! I1�11 I__I I i_.._.IIII il 7! I�l 'IIIi� I I� II11 .I..I... ._.._.-. ..��,_•_ _.._.__ ._._._. _ _....�_. .__._._.- ._._..._ ___.-__._ .._...__ :_._ .: n . � ...1 �� , !�E �i B � iVii' �.t?�ir��. �i�i��.t9 ; i�it ,�� .�.I. �i��. IL�� , .Ii ii t.t� i i .,. iiiii�i�� t.�I�ii� �.fl�� ,. i' I 1h �,.�� ,.� t ;< �.11ii��. .��.�il��,t d�E I_� ��.li�lr ;I1�1 � i.. t. �. .�__I i.ii;�� r� iii1..��.�i� � .�� ,'. .� ��, ,±i�. � ��. � � ��, W . i . � . . , 1 � { . . € .'. I € �.. � . 1 . . i ��. � i '. . . . E '. . I .�.. . I_:. 1 ! ' � t k �'. /.. � 1 i . k '. . : .. . > I , . : . . I ' . �.i . . I .�.-. .rn i n. �Fr..;� � � E �, � , < i i �:. r i i �,,.:� ,m� .;. �. . i.i (, , ;..� i i ; .�, i i � i � . i i � i. i. i j... . i � ; ��.��. i E �. i.... I It 'I I€�., I I i',3 I( I��I II_I.. l I.'. �III�.IO � II�II i I�I�� I IIi III ��III�' .�_. � i��I �I i � iII ��.11 E�IIIi III..I_.I) � f_... i _�_ . !: i �I �� IIII��, III1I ... I.I_:.. !:�) i..i.l..I II ��._.I Ii I�IIaE �.I �II.. �€ IIE ...1.I..... 975 3� �� a�- � ,, ,: �� ; �, ,.�, �� ,: ��,� ,,� � , �E � f ,�: 975 i_�_� i i �-�� i i , -;� � i . i . _i i i i�.. , � i i 3 � �� i i i � i i i i 3� ON ;_., i; E. , i i r �,. _i i � r- i rs � € �� r i i i , i i i � i i �;� . i i � : .�i :t 3 �i i �� i!� : ��.. � �� i ., �..ii ;. ,iiii. iii i i � �; �iiii ii _�i_ i i i_.-t_:_ i i �_,_.. i_ i i i i i ._i_i__. i ��: i i i i t,_i_i_�._ i. i- i?_ , i. _, �_ , � , ±_ 1 m .l._.. . . - ' � _ o , i� i i i i,_t_i i i i i_:: i i i i_ i. i;_ � i l,. ��. � i i i., i i i�� i ��: �. �: i i,• i i � i i.. i i i �° i i� i� � i i � i, €'�. I i�� i � , f�; s , t , i��. r i i. ., .;_ i i€ E -! i i 1 . i i ... .� i i r i i i .. { , J_i. i _CL i_L_ i. i i t�. t i � o i i�f i i. [-', i i i�L�- i i i i � i i:�� i, ._._.,_ i �-1.:i- i � ,-�..-, ( i - .t - i i� I 3 r�i � i = i i t i��. _'- __ _, _ _ .___.__ a _ -- _ . _'_ __.. ._. _ .-. __,._. -._._ _ _. � , �,_�_3 . _ 7 . , .. . . . . . . , . �' . . . . , -: � i I I 1�.: .: I I � 1'� ` O i� }� i I i. �. I I : i�. -. I I I i�� t � I I I �. I I I i��.� �� f I �� , ��. l� v. '�. I I 1 I . 1 i�. �, i 3�; 1� I€ t. �I � i , I� ` I I : i' '� i I I i I I I I. I I I t '�. ; I I i.. ��: I I I I I'. .. 1 I I �. t i I! I�:. I.1 I 1+'� In . E�. ��. I �: I I .. I!' R. ! I��. 7 I I .�,. �� I i!.. �� 1 I I I I. i �/� I' 1��': I I I 1'. ''. 1 1 I i�: .. i.., '. i I 1 1 I.1 . I. �- • �� : �i 1 : I I i � I I'�. i I I�i i��. � i��. III i i I( �..ii i��:l i.��.11� �..iilll:. li�� i��..�.1 ! i �•� .�i i;��. ii: ��.��i.i t'.� 3�i1�..��i �i�i�: i.�F'..'.I� '.li f'�.i�� III i I I I t�. I I I � Ilil 1 . >;:.. .i I I',_ 1 _... I € . W .1._ I -_.I . ) ( _.. _ I __... ..;.:. I . ; .i I + -� t .. Q . . .�. . .., ..... .i..l_ .�.'�... i ( ' �. t � �i� ,..i,. _ ._'. ��. , . I II_�. IIIII -.i III illl :€ Il�iil I€ ,i I I�i I I II i I�1..i..l i I I��I i i,_.' I I i .:..-! I I I I�I� I I 1 I �� 4 I I I I I I b'�...�. i I.I_�. 1 I _€�_ 1 I;��. I - �I I€ E �I�� I I �'� i I I i�.: 1 I t �, .. ; I I i_i I I I ! E I I i �� I I I ... Q . . '..il�l�l _ II'. 111.1 ��I II ..I .i:��: �.111!1�. III;E�. i ..I1� �..i':�t �!?I� 31 ,��..�3:11t..1 �I��.II .il ..I�II�� II . - - !Q , i�l�ll .II� I . .. �kil I ___.__. _1_ !.__ � ...'. E I III III ___II IIII_..._ IIIII .. I III I�.i. .:__€, II_I__i I �_.� I, I� ii i�I�i I 11�� i -�: I�_.1_.._I. '.. i I I i �.. f: I I'.. ��. i I I' I ' I 1 I I 1 I I! (' I I I 1� r i i��.� 7 � -� I I t �� t� ! €� �'..� ! •-,. I �,. � � _____. _._.____ _'._._ ._. ��.i kl - i - i�ll�l��i I I�.'��._ I ._I_ II �t._ E '-'[ I11..�� III ��EF' I.I._II - � t � . �. 7 I I I I E �:��I I i I I ...J-�_t I I. I._t i_�_.i I I 1 i) I 1�, I I i I I . k_.. I. ( I. 7_ - � .... 7 I i , - I i . '.. I i j ,.. . .i . . fi 1 , I I I .. ! � � i . I � . 1 ' i� . i - I ��. I i ..., _ _ � �� i ,� 7 �., ;: �,-, , ,.;� : � ,, , , ; � , �, - � �; �: a 1 .,, � �, E i ;;� � _�!., I 7 ..�.I_) .� � I ��,� i I � � ��'..- � �� i�� t � 4� �. �� ,. ,. �� E : �: �, �? i i �; .. 3 i � �. � .�..:,. i�� ,... I::( 1 i, � f�, � i-� ', I i I .. i� I i��. I I(�, '. � � ( i ��. �� > I ( i :..: ! I I � -.. � I I € �.. t � I I.. . �. I � � I� f � �. � � � �. i.. �_ 3 1 �' ��....� I ��. � I I �..I. ( � ��a � 3 � ( :� �I 1 I � ,.. t.. i� ..�. .- E 1 ..�.. �. I I, �,. � I i . I � � 9 " O 1I�I f1 II t1 I 1II1 I R t II il1�i i� €t i�+ IIII € Iii i E� I I � iII �I7 i Ii' 3 t(I II flI( 3! i !Ii 1I € iIiI1 II1 I3 II I I1 I iIII (11I Ildif 1 I Iilii Ii I1 1 3 III I I II ill �� . �..] � ��. � i ._.��.. I 3 i � F I 3 ;� I I 1 _'�. i ' . _I.. . Y '.. : ' . E'.. . I I i i E'� 3 i a ��. .._. _. i_a. � i �. i � '.. 3 1 �...1.1_I. � ..'..I i !�.I_. E i... : ! i I i_ i' ! t 1. � ( .. _ E.._i I i .I I I 1 �;. _I I i (.... ; r ; I �_i. I ."_I I I i, I ? E i i ��i i I I� i i �i I.I_ _ I 1 3 I I I! '�. I I 1 L . � I 1 k I I I' i I I ___. I I I: 3. ... E E I i. I i i �" �� t t I� I> I I € 3 I I i i ��.� > � �. I i i . i__ € 1 I.I 1 1 I'�� I L .. . i _ ) . : : . . : .. .. .,.. �. I_I I I .[_I I . - �1 I I 3 ..�� I - - _ -� , +;.,- i� �: !. �.. �.�; 1 � :i�, _- I i .�i :I .�i illll � I II. ..��. ��. I!: 4. �. i I I t'� I I i '�. 7 i I€��. i 3 ! E 1 � i I�I�� '. ( I� I i!� t I� t 7��. '� i 1 I. �� I I k i I f I! I.. I �� I I'� 1'� '.. � I I I E . i 1.. . i ' I I. I I i-��.. � 1 I 7.. ��. I 1 7 . I.....1 ! :.�'�. I : t��. � 1 I I{ E� I 1 ��. �� f I i ��. 7. i. i � �'. �� ( �,. �.. ( I I 1 . I. I I I. •'��•. I •., ili , t.�,.? .i �: �I� 1. �i - .I'I� � �i;'. �. t,.. i�i' £ 3� i�('. �€ �.1 �kkl �I i'. it t 'i � * ..1-'.i E I I E _. .�' t !.�!..I. i" '. i ( '.� 3 I :`I-.: r 1____ �� I �. I : � . . 1 i . . ,, .I.... . : ... . : 1 . ... _ , : �. _ . .i i : . i , ., i :. . : �,_ _ � ; '. �. ' , , . I - -1. �_ i € I I I � ..�- � I ! �; � � I £ ! � i ( � !_I i � 1 � � ''.. 1 ( � ', �i � . C �I � I i i ..i.. i. I I I I..:'. I : .I I � i I I : � ? I I i I � : �.. t I I I � � i �C.� I � � , � I i ; �'.. I i �,,� I � I i F '�... ( .�. ¢ I i I � ! .E. _.. � ! € . � � < : : . . ..;- . � �, �, . :--. . � �. � . � . � : ,.... , , : , ��:. : : ..; . '. ! . �.I..� I I ( I�.I I €.!_1 ! I ( �. I I I . ! I I I . �. ..i I I I.I �. . i I E ' I I € '. I i 7 �: I::� I I ! 1 1:� I i .� ..: .:! �.� �! i i.. I'i �I .� .. I i 1�, i i ! i�i�l � i I.I..i.. i'�. i ._�,._i I i I I..�I_ [ ._.I.. _ . I_._E_.._ 1 I _�_I I i . ��._i . l I i t I��I i i,� i� I I, p�..__ _I I £ ?'�_ �.I_ i : i'�. t 1 i ... ;.'__i._ I I __I. I i I i E! I i�� 1 I I I j _i_I i t i �;� i I 1� 1 I I E ._.�_L_ :� 1� I I i '" �. i .. I ..- � I� F I 1' ..'.. '....t I r .. I � � I I i I I I I I I �. I I' i i�.. '. 7�' � : I �� I I 1��. ��: 7 1 ! �: I I I I �: I I I I I 3 `� ) : I I I; 1 I ) ��, '. ! I I i 1 1 I��.. f ( . ='. i. 1_I I _�.._I_I T I I I t� 1 i I i��. � I I I I€. . I. I I i . 1 - 1 - 1 f I -- t I I - I E �'._ i=. I_.__..E I E i I . f 1 7 I E_I.... E....,.: I i I. i ... I I _i_,_ - - _'�_'_" ..I._ f ._-._ .__-.€_'_ .-_-.__._ . .._.._. ,_._ ,._._ , L .. . . . _ _. �-- _ . --_ . .. � � '. ( .�. €�. . ;; E''. . I; I I:'. 1 I I�[�. � 7�! t 1 �. ..I i I (�'. � i I t' I =. ... ''. ! I I -.'�" f 1 I. I I i t�T� �i � I I:�' I I I t' �. f I I i= '. i I i�� I I 1� r I I i.. i I (�C Ii :: V .I'It .II ..!��. I � ...��3 i . I ... I�I11 III � 7 ?'. 1111 ' '.ili I Ill��l� IIi��. IIII '.II la.- II t .;�i € tl!=�. tIIII.. r� I �IIII III�I��II . ... ..... .. . .. :., ,:; . , , , �.. i �� i I � �. P .�. 1 � I � ' s I .� I � l ��. �.. : � < , . f � '�_ I.I.. . I 1_V_ I I : ��. 7 I : ; E ... .. I I � t . � � � I ,. i � � I I .'.I � ' I . ( .'�. ( i ��. > t .. � . ' i ... Z � E '�. i I ( t � �'i � ( ��. i �., I I i . . �,. I : : �: I , ; . i i € . � E . ".. I . �, . . I t I I i ' .. � � E '�. � . .... . . . i , ' . . , , : : . � � . � : � -: . . . . . . � , � �7 V � � 965 i:,Ft i, ,� ��i�� ,,. �_�� i� ��-i� o,,��., ��i�i �.li , I�, ,, ,�ii, ��I �� liii �ii�� li � �i�� f��i�� .� s��i „ � �� t .IJI� II��II �� ,�� '_ �� f�� I� �_ I ��I i �,I! ��I �� „� � �I�� I� f� I i � � �.I i i.: t '�. ! i I I CT f � ' : �. ; 1 '. V = � i ! I 4!. F'�. 3 t I. �_ t �[ t ��.. t. I i_I_ I_1 I i i ! i I . _ ,�1��1 � � t�: 1 I t i I I 1 I I ' t i I I ,. .. .... I I.�i�'� 1�'..� I I ��. I I; E . .�. .i I. 1 I I I I i -'.. �1�3 f ��1 I 3 I I I I��I i (.;__ ' I �_._��. I I i. �I i i i I �� € i I I i� I I I i ;_ I I t _ i.l i� � i I��I I I ', �..3 3 I �I.I I F � '_I�_I I .�I_.. i I I I i - �_I - "�:.1 ( I _,_ .._-�_ _ ___ _ I . __..-.. _... _ _: I . _.-..-. - . . _ ._ __ _ , . ,_ _ _ . � . . . � : z . � - : : . : . . , ' � "' : III�� II �.I: ..�� '.��li��. :II1�1..:11 ;..'..3�::i I!I i. . II .I!�11 II I - I:�I ��.�r:ll i . I I f I �.. : I �� i I 1 I LI.. _ I _ . _ _ _ _ __- _ - . ,.,_ _ ____ .. __ _ _ - } . _-._. ___ _-__.. _ t I I 1 .... i I I �', I I i� �I� i I 1 I 1� m . l I .. ....I I ( I � i I ..�t_ I I__I_��.' I I I _',_.'. ; I� E,.'_ _7_! I;_:_I I' I i I .. .. �� _i_ I I I I I ,_{_I ( ( i I ; I I I I I I _k._..._ I.! _._.__ _ , . , . . _ '- -.___. -_. 7 :. � . . . , t , �.-'__ . �.... _.___.� ........ .. _ k I '. �'� I� i. ��. 1� ! 1:� 7 I I ! ........ t i I 1�. �.. � I � i I��. ��. I��. I I. 1 I I:-'. �. � I t . 1�I��: �' I i �� I:�`: '. i ;; i�'. ��. I I� �. '� i: I f.. !� I 1�. '. I I I I . I i I.. .I I.I . I i �� I( 7 . 1��:� � I I. I i.. I; 1�. �.. ! I I I .. �.. T I t� I i i I : t I I I i ..... I I I I i� �. I I I i f I i I '� ('! I I��( � I I '. I I 1 I� �. i!! I I I I. 1 . I��. ' f 1 I I I ! I.. � I. E I i��. , I '. i I t i. ( i I � t i i i I ��. i I i i !:,i_t I i_( I t .. i , i ..:.7. 1 i I I ( I'�. I i. i i i �� r, I i 1�1 ' �i I ' � � � : �.i :i .. . .. ... � 1 . .. , � � � ,.�.� i .i_�. i _i.. +�..:�1 II I 3 :� . ; . � I i: E I ��i IIi�.�� II ,��:�, I �III II ��I IIIi:� lilli ... I i t.i� .!.. Iiii i€.I I 7 ��i� I �i�i� II IIII I�I�I� ...._f , , . � : . 3 I'i� I I I �� ? I I I i ��k i �i� �I�, I I��!� V I I i I ! E .. I t . I�i� I? 1 �.5� 3 =�'�.. 1 I .�; I; 4 1� I i I I I � I i•; I � I .... ....... ..,� ..� I :. .. ..... ._. • t ��.. i E I a._;_, I..I I_ I I i I : i I I a'..� i I I i I I I {__.I I . t� I i I_.i. I ( �;�i l I 7 I.._1_ i I_.I_I _, 1 i ;_�_ I I I. ._I , I 11�1 ? Ii:.� 111 I ��tlli �1 ;il I:�� II i� i?(.��I I 1'�� I i:t� 7 =-'� il . l 3�_�_ i I_I____I I I.I_��.. III '�_i_:. € 1 :.€ IIi.� I I ,.. ::z �. : .._.. .:. .:. � i I�:�' �. .. i� i i i I�. � I i ... ...: Z I .. � .�- I 1 :! 3 :�'-'..- ��.-• >% I i � I I I I �. I' I I• I I I f.� t I I �. I: 2 . 3� ��i 1 I I i .. I I i I i I� i I I .. .' I I I I��, I I I i I I i .I_i. I �,.!__._� I_ � I_!. i i' i i I I I '_j_ I. I_I._I 1 I I I i _'. I I_I , . 1 �. I �.: I . E 7 ... _ I i ��. I : € ��: I I �.... 3 .._ i_._ 3 . . __ _. •_. 7 . . _ . _ . _._ � I . ._�_: ._ _.._ _�._ _ . _ . . '._i._ . . , , _�_ �� : .. _.'� I I .'.. 1 � : i � �� ' , . . I.I �.. _ _.�. � . t .,.i '. �� : � t ; ' I i i v. ....� t I !'.-� : , ... i � I I . I . I , ....1 . . : , I. , , : . �. . , . _ ` . _�_� ..___ r i ; ::�-I �.:..-: � r i I� , i-� � � , , . k , , , . I 960 � ,. ��:��,� � �i�- �ii :��i. ��I ��I1��,. ��a �� I I��:��II ,.,.� �� u I:� C�� ,� � �I��I :E�,,�� I I �� III; �I(�I' i I.�.�. � I ��: - > � --� I I� I € � � I I � �-��.. � . k i�i ( I S I I t � �� :� t i I ��i �. i . f� � � � I I � . � I I I I: I.I_'. ( 1 I E.. C. I�.. e . i 3 ..� t 1 . .. __. v�'� _.�..I i i..l i t 3 i s ��, � � i.:_-. � t _�._. ? 3 � . � E_ � , ; _�_! , i . __;" _ ...- i. � I i i I I ��. i I I . 1 -�-� . t,.!! 1 I i� I:: t(.'�. ! i ? 1 .! , 3 I� I� 1 I I. t'�. : I �. 1 I i I I I 1 I I I .. i I I i� I € ��I� I I 1 !! I 1 ��( I I I € �� i�.� 3 I ��. i I i �I I I I I I,i�l I I I t' I i ��i 1 I I' �i�� a I�.��i r I I I i� � � I Y I 4 t.J � o ...._ .._ ,. _, ( __ ':�: i � i..i: � � � i i � i . ..... . . < �� . : . > ,.... '� �. .. � .�... . .. . ,. . . ,... � : . i . ; ��,� : � � : i �� i ��. I f �i , I � i �� . I i . . � � f �. i � .. . � ��,� I , I � � I . 4 , , 3 � _ _l. I ! , I I , ,. i i . 11_ I _; I. i ,.:. I._ i ; ;. . i . :_�_ ..__.._ _ ._._ ! 1 d' I 1 �� i ( i...�, , i i, f � I� i� i ��i i � I I. I I_._. _ . I I I _..._I_I � I a . _ I 3 �. i i I €..-.:.1 I i_�_ I_I_I I 1� ,_.._ . . e i I_ i I � I I � i f_ ..:_� t .. ? I�� M'�'�. I i i 1 7 1� i.: � I I 3 i�I . t �. I I i I I 1 � .'. I i i .. 1 4.'�.. 1 I I 1 � I I� � : I i�.. � 1 I I 1 ��. i I I t .!�! I I 7 �� I� €�. ��. I I I 1 i I I I i ��. t � I I .. 7� 3 1 ��. I ! I��. �� I I I I ��. I 1 I I'�. I i s. � � I i _ I I i f I �;�.-� I I S �' I 1 I k � . . . . . � > _; E � � 3 __ , � , � E , �_,_ �_ � � � � ; , � � , E „ � � � � � , � � € . � , E � � � � � ECORD P 12 28 11 � ; ,� ,�� , �,�, �� E �,< < t�� . �, 3� i� _>� � �� ti,�-� �-�� ,�,, � �3 � �, �� , �� ,�i ,,� �� , �� ,� ,� €_� �_�� i � R _, AN ,� � , � , ;� � ,_ , , � n . _ ,, � < - > , ,.; � � , , ,; :, �; ��,� , � � �E ,�i� �� „ � i ,;, __ ,,. _I I_� i I I _3_ I I 3 __�_ I I E t�_ �_�_i I_:. �. I_I I_�._ i I I i_�'�_I I i I_.i. i_I I i I I_i_ I I i_i..: I I �. I i I ., i�i € 1 � . � I.. , i _I..I 1 .�_I_I I _._t I__,_� I +.� 1 4,... I I I a E i_I_ _._E_ I I I� . i �._._i.-__i _... -_.. � . I__I.t 1____" I !_;__ I [, _!.._I.i I T I �� 3y_�'�_ i I 117 _��..11 3_ I_I_I I I i I I I._ I I I I�� I I I ��i I I �! .I_I t I ;..€ ; I;.. 3 I ��._i_I i_!__._I_I_ I� I I I I I I t'.�_. I i :� I I !€ i_�_ . �: i_i_ I I (_!_k_. t E ( ....f I I��I I .I_ I'�._ i ._I._. • I, � ,,,,-„ ,, ,,, , r , , , ,,,, ;, ,�,,, �,,,,, ,, , �,� CONTRACTOR. MACHTEMES CONSTRUCTION INC, 955 , � ,� ��, � ��: � � ,� , � , , , „ ; � ��, �� ,�, �, ,E, r � ,��€€ �; ,� �, ,t �z� , � E 3,� �� 95 n ,�:�, �,�� .�� ,. ,��,�:;;�,.-� ��,�,�:�I� .��e�„ ��,�..�� „ �� :.�,��. ��. , . .� .. :.�_�.�. ... �....,�t. � .� .�. �� i .. .,t . .. �� , t. ... � ,,,� f ;r�',.i ... �i�i.. ��.i��.i . �.<<� .� „ �� i ��.� >i.� �...�i ��.� i�.�� i V � Q M W � � > � w � � _ � � �� N � o l _ � ao N � QI �.�i � GC z � � C.� � � /� � � �, o \ir N �° m �W�� Z .°_: !!� Z 3 4y �V ¢ a z � � N d o � - n E+•°� W t;�$'��+ ? ~�' ° rc r�rZ�?�� T� q�� T�� Lxm �oWN O M � � z z � o z ° � ° �z � E-� - A � � O �F-� �N Q � i�+ W F � Z z a o� x � � a 3 H�xoao 'd' 0"�< � U> W V J w � (l Q O k H p� m � w Q'i �� z f � � N 1�1 W J- � J Q rl � 3 � �� a �, w In . C� C N � � ° �� _ _ T �� N i � � � w � Z � �..1..� � \ � � � w � z ¢ � J n. � �, � � � � m � � f/J � � � o N � � 0 w N u'1 v 6 � � O b W � w 0 n • • Ford Type Ai eHgla Ixdrg � ro P�`� ��D^`N °°@i craA mUom o! ma�IWa m t/1 Hd wsWg ae ¢pecifwd. Q NrD �top lo wAtaey vnr pp� ..... damelv at ppa aM abpe gw! 2Cx38' sbb openiiq fa NeerM Recaet Mroh eMuld be 7 2 � (O�D��o� b mVW) PV .-� ••"•. Y m�ad Nwt RSP9o-YB ar e9ud . u Y wd MM md be a No One p(aw 4' a 6' 1' Mb Stop d&u � 5 ^^H��Y w�� VW lo copp�r nlr fn� I �� SN. 10 CbanM reer Variea � b CO � °� °° 1o ry Wnhats stepa shaY Ee pbcM � Vaiw 6mb Shown I I �f /-(mq nr rtaM) rc<^�PdWm �4ep b ib� tM eHxt Nml Gmeneton flom y 6 , ock of wrb � / T-Y�1. M bettery ��nr �WU� 4r (MT��N� �+ —_ ai mm fe IadM dm�x�4e m 4� a'�•a 1W 9� fn hwn eack a1 Cueb V � eapp� Mu h) ., •• . ... Erdo b �. 8' O W�i - 3' bh0�k Bock o1 � � •.r M nee�P DsM �� l' IXo. YH - B' EeAYd Back al QiN � � -. _ t.]5' �•• wmbF�lbn qe In � e � .... .: 8420 Rl' B' IXa. 161 - 15' Dehind Back ol Cmb Faca o� dub '•.,, .... � mie'ab ae Mom. OQtt o' � '' � 4'or 8' RC n • • (4R) alx Yafi :semA R3]80-V9 eariFp ar eq�ai PW �• '%'n Ho buck e��uctva on aw.ea PIAN-INVEftT Hh Vam Crob. �m�,.w SaMOry S�.v Neawh /mme oM cv.er w�quol E� b� . P19N Nn..w, swm s...r. .nn 3 . ��, �� ww�� w z. ��m a s PLAN Naerah ft1312 weiN9 w sPW / ? � ��• -�`' '��:'� � ' � 2 wncwkE G� hoks � HDPE edN��l rtn9a l cncea• wc x c«wn. tV wmr cwan.�t L lrtrtm�m ot 2 m�un�.n W s e a.u• VIEW IGM1 1/3 W. Yd�. 4' PVC, !' HDPE adJus4mnt rtrpe Na W k slrvdwm ore Mim�d. sc3r. b eaNtay 8' precwl reHdorcad wMnb dab. Fef 6' abn. YaMd� an e' o Ya�iw �' Top of Ewrel eecUOn �Mer lop ela0 N° bMk °wctvG °re alb�eQ Qate F «rvfw fe hws� E A , . 12-iB 2 be�o0a a t� o Prewrt alob b rzqNrtd. b/ ^�hN (�]R) � '�: Col Jibwin w�lt � Concfele eAod le ftame ��y Se.er Qale lo ba I' 6ebv �° F#�Urq HRVnFOVe/tonavte ford T ypa A1 e'vpla Ixd�q �^°H �^° B i Yantwie etep�, Newwh RIB87J Vadm M��V iw 9�oe �� m putw4rA � � B' Prxasl ReWrcced Corcnb Ymhd� 0' iranritlon each 3' eatliw wrb bov. J3.5' Sbb�iU� i4 Bon al 5' o.a Eah Way �w�^Y/y�^�^& 6d waW9 as epaMad. ]' - 5' (typ) � 2 N� � 1B" on nnter . edtle of evttlibain. f' Qh Sop ! Bm� E ��PWa� Prtwal ew+cretr vecl'vn � � eM 2-/4 8an a[ oli 9dee of Operog. � i ! Dog�o elwA !a Yroultl on DoN Yt,tmmun of Y, T� � q Top of Eortei seciton hdo� lop e� t RO.W. � ��GP� Fto hoiwe M olAvs (ryR) �� v` 5' Nv Made md h�a'de. IroPE a0f�mmuil m � 2 n.oh b ete q rsa, ° N.k "° a,.Na. •nn h 12'-1! f WaASe Yanhob etep; NernM R7981J or ��• 2' 1]' 10 m�wrdar. NuM�n�m opp�e��nd. 1 � ' �� equal. 15' we.. Numfiun Nspa 24' z]6' YuJaM sb s ehali M sd e Uwl �°i � 6 . noa e, �w wt n"y, ewoRa � r.�m.t cwe .tw sv.�dr s..w � a �«e oi .on• s� �^n� °� ..a,�.. a��'Nti �� m aon �°i�° � 8 xo ewd� .w� a. mo.ae. �e eo. m � 1io� Ko.-�-.eoi �ew. « vaw e . ' s� � m s n ( W,d .mm �. ±' f a• cro� ta'-e• ��> e Ma�e. vdn wnuaM «uP�� a�l.rmb. '1 (mke me wieN� _1 �4�-8' mm> H�e. � Water emEe 4' P. n SM 10 eorAOry .�.� .. y�� `yb Ihtckwve. e' la 14' 8 � pp� ��a nwst b� ymuted TYP^ K �VGw wN to houaa M oihen (bv.I depN. Lierm.n Ihkimm I' fot both FNda oM artYaa , .: , :r�::• .«n 4' or a�wn o �� u� i+'. SECTION ._ .. ...::. :.:..<f �: • W2 d PAl �.�� • Y'•Nm�m dob ihktnw 6 6' for 14' SECiION � rdnlorte viN e'xB' 10/10 mevR I I .= � ' ��pU� j��e N b�ea��t'� 4' sECnort dol� 1A g��ll�m�i4'�and NNa�ice Croul boltom � MN��z f0/f0 meN. ond retntorca ... •oalmmnea M Ww .ue .+u e• z e• mnn. � SEC 0 .uetem,u�ed eee � STANDARD DEfAllS STPNDARD DEfAILS � STANOPRD DEfAILS � STANDARD DETAILS .�{� STANDARD DEfAILS /� STAN0.4RD DETAllS "•i' GS71NG PFiOTECiIOH AT CLE�WOftf C�tage Cxaia LOG471NG REWIREIAENTS �Gra_s 'T STOFM SEWER WWMOLE � t�� "T CATCFid451N MANHOLE Cn'>�i G�_oa '�('' CATCHfl451N �y Cn'1s� Crmx OFF STRFET GTCHBASIN Wfitl �3 Grrn�a BOt�f�00 CASTING PROTECiION AT CURB BO% �" � � FOR SINGIE FN.IILY HOUSES �"^`°' �onetimo �"^"' BOnesiroo �"�"`m Bone54w ^"�"'�° �ro0 CONCREfE ST001. GRATE FiNNE � ��.� �.,� ��.� ��.�. �,..� ��.� �.R.��. ��.a� ,�;,,, z� COTTAGE GROVE, MINNESOTA SER rm. sooe COTTAGE GROVE, MINNESOTA sER-12 ,i�. zoos COiTAGE GROVE, MINNESOTA sTO-1 a�. zoos COTTAGE GROVE, MINNESOTA yqp_4 �„� z� COTfAGE GROVE, MINNESOTA �p_5 a,,, 2 COTfAGE GROVE, MINNESOTA g7p_yq RECORD PLAN 12-28-11 CONTRACTOR: MACHTEMES CONSTRUCTION, INC. o � t ; � $ � o «�� ho q o �v � ° ��T L° �� TOaq7a. � y�� o s ��ol`J� M N N z � o Q w �1 a �-1 � � W � � F N ¢ Z F~ O Y Zx a � 3 � ��a°�Q (7 > waE m � �< � �] 3 a �--� N � W � M N ___ T-Sl�l� �t�i fmw Pov! 4' o6on. Flberglass hydmnt flag (Hydroffnder) qy � �p i�s�i,u�p. o� mck oi e�mren BUITRE55 WNENSIONS 9'°� �V°ti�b b�"d N to be attached to hydmnt with on ex(stfng ��ar �+o. aeeo may wy m torq w pw,n p� u i • ecxo �s• mo er ecNO . a�r flange bdt towards the back of tha hydrant. �� o. H-�w6� ^s�� M^ "^^e�v� aff e o e o e D 666�-Ste-QOk No. 8-6160 �.6' lOnbnum ca+er reqitmd cae1M1, Bottom flan9e of � wa top ot �at.r mota t. oinwbn ct.Ct.m anwk 6� t'-s' 7'-Y 1'-5 P-s' z'-1• -f'-s' . hvdrant to ba Jb' iGnfiwm crnr rpuk�d pe br wqh b rtnka 8' 1'-5' 1'-6' Y-1' 1'-8' 2'-8' 7-0' Crode 6ova ground a p� mu bp M,rot� �win �� p�d to « wqa �z• P-ia' P-�o' n'-4 Y-o' 4' Y 15 • To minimum d(stan<e 3. om,..�,,, Ai,�z,u ,no„w �a• s'-o• z-o• a'-to' a•-a' B' 3' � /� of 2�. crue� be m m poenme 20' 7-6' Y-8' 5 3' 8' 4' C cq ��s `°�� 24' l'-4' 3'-0' 8'-itl' S-1 9'-s' 6'-0' t. Y IEiJmum w:er rpu4ed N TOP IdNs( b to 1/2' blar 1.9 - 1S KmM�vm. 30' - - C-J' a'-o' fY-0 E'--0' wer taV of mlx maF. Ty(er No. 6860 2B' 9��. � to 6a ee! to 5. Pba p StUp7ene 6M�aen LLuNkr Na H-70361 P6' prvld� 12' ol aGpeMenl A � A P � mxnb k pya Po� � d y � 6ibby-S�a-Crdx No. VB502 47' 2 Inrim i' wipora0u4 Backfill to ♦_ s „ „" � z4• o�m. y 3. M Jo!^i.+ in tM �alx . be tamped T+te No. 6860 - s« .n+ � pwtl ewb emm �e uo�er No. N-10157 �+� � 3 � IXIFNSIDN Bbh/-Sb-Gok 8-SOOI �M+o StW Topp4p SNrre � � t r �� RnSanl S<ated VaM �� 1 Cubic Yard Tyler ero. 59 f4' cote wne ear, «rt.py � � �� Watcava Kc ssoo /.x 4' T wpaalion ciop at � gfaVelol CNehGd Na b9 IB' 3 olea 3 If4' cAvf1, dze Provide eo ewM -. O�w ��'w� � �� Vk'° Q'o. t^ N° P�9 No. 60 24' a be:�. l'-e a1eeNM. by "�6 � rock. Cover wHh � str^P t^ m ' ' YutlNr No. 5B 14' /8 twM baea q�. '' t;: �� D.l or.bP�o� EquoL pdyelhlana. Na 59 PU' �ya lyl mppv a4ip. - m6b/-sta-ao4 '' !' � : • . • i vroAa. conducsNry O Y&520 No. 57 9 ,•�• .. I�v. '/' fXV. 54eP ��F 1Gnkmm 4�%4� VeftlCal yg5p1 No. 5B 14' � �� 1 I6 �/4' Wlda �` biock YB522 Ha 59 M' p VvM W VoM �� • = vesza r+�. so se• �s^ Y 3 Cmt to AMWA 4'x4' Thrust block �FSOS .m�a�a. p�µ ��y wN Ms eo+us +'.+' �wv�r e' Concreta Bbck eortal � �� w a, a. 5z da 3'-S' fta6a t Wsdqe Yoivs �!—' Tie all fittin s with min. r.r N°. 6°W 6'• c«�t«mtq b AwxA s a- sa ^a+ a a� �' �. Provide Conductivi ��Nr Na H-twet es• of two, 3/4 dtam. rode ty � 5 �,_p, h „p, �.p a p• c-eos-eo ,wwwe. SEC710N A-A Strap (� �. Minimum �+" 7��6�%/4 {Y(de PmryefoMUCWM1�, -..�.f';_5..'�'.''+�.•E^' " ri t CO f S�lt . ' A la�i 1�16b� M� 3W PPa P �s� (�mt. Yw'wm �� n BASE i i C k�3� r � :•.•c•:�•.• O�F flPE .•:• i All D.I.P. watermain � \ comwd.d c�mnar eodas '.:'. �,._`:�� •�' c«DOratbn stop sholl be wrapped Nilh �� " 8 mil plaslic, mcluding all mechanlcai Joints. _. �� m„�,t �«t e' co�c. t� . '•„� .}._. 8' Cone. Gock SECIID;i A-A RNi Y[ i/2 BfN05 .__.,_., DARD �EfAILS STANDARD DEfAILS S7ANDAF2D DEfAILS STANDARD �ETAILS �TANDARD DEfAILS � �TANDARD DETAIL o �1(T�ftANt DEfAIL �G"r'�° C:,...� � GATE VALVE M7D BOX �Co—fo _�GPL � WATFR I,WN WET TM �� o CONCREfE THRUST �.00KING �C-ts}+�o1 � WATERNAW OFFSET �� "•� �IP SEfMCE OR �� FND tJNE w 1a� Cwrna BalesUOO Ba�eslroo INSTAt1AT10N *' Ba�eshoo Ba�fmo � � ° ca naa ua w vn. w, w res w ay xa ua. 04 am ra 4x n.r�� cy r�w r:a ,M, Zoas COTfAGE GROVE, MINNESOTA �yq7_� ,i�„ zaos COTTAGE GROVE, MINNESOTA WAT-3 ,xme zoos COTfAGE GROVE, MINNESOTA WAT-5 ,w� zoos COT(AGE GROVE, MINNESOTA WAT-6 �n,� zoos COTTAGE GROVE, MINNESOTA WAi-7 a� zoos COTTAGE GROVE, MINNESOTA WAi-9 F of cwn Vmic6le /z r i n• � oe�oMe a f.o�� . A n a ._ ° . °�'°. t�/�•.�s' W �ee eon� m ADA required Wncated e'-o' rNiSn�m) doma Da Mn/DOT atd. se• ot. s. � � ��' � GTCH 9k51N AT P.C. or P.T. Plala 7018f 4�_p• . . /' 1/2•� (��bve. Ffew u saJ ;�.,': y � n / � � �5'-4� �6' wrb) � i' aeie ame a s � �' *� oz a'-n• (a' cu�n) r� ,:": ' � . � Mnoor esta e o � � Su�o�xr� /"i t� ,. :.. TWV51M#1 WPB @ d1IIFR laNbad� Ram� R �% � 7'� .. •r .•• io•. .� w.mn n-�as� or .awt :� �,.c� za �N. q aow�a -. a ^ .0h wn. trd. g �y a RtYDW�y B B '� E 1/z'r i«• �� ' CATCH BASIN IN HADIUS .�/ � d Fxa of � � Y� �S � q�P.WP�N Curb • Ma � �sfGlq 1 �D��_p, } � '/2•( A ' Ha I 9rode WmW 4 � m�rnr�[ ane : wrtrn ,`• Y � M � � �� A PLAN Round ail doped 8' Steei •�!�� . •'� � SURMOUNTABLE �t�,n,iln to be aepexxd i' �.� Top ot Qirb IntersaeGona ch�i Po.�. ��.!• ��; :':,' D-472 n mil�smoN S cuHe w e cv�rt[n bY" naor day� s�a e�w 9ma. .,u em�aard :: tz' iz' A A A a 4' ww*s ma dyht m F o( CLeh a IC�/R � Vorlable I.�Tw 6arrkads 6oard foce uf siw9 M Po6� relNCt«Ized in 12' 16' 'g DOUBLE GTCH 84SIN ��Fy�, � Malch E%19{N9 dt faMn9�o tAe rtqukanrnle d 5��3�352Y,�6,�51oMar�d�N 1. 1�44 10 1 Y' N' W��k �� 8818 Oane. arb @ QAIV �$�M�R�C• + 8'-3' (8' wr6 Widih 6�_3 �6 arb� Po^ � t/zt �a s�• (' wrn) z. r�nr m w�aun a,. r.n.<u. .n..u�s, w. na�t�oa. e�d. B619 WPB� a 2-�4 i46on ��-2� (4� Wfb� VoAable 4�-2� 4 ehoC ba qb watu5 M MTRs Mood P�Lnt� p�l x c�nm s' 9 fo Fah m 8 &.08 tt/tt eleve k.oa ft/rt S�oP� mnrmx�io spm 3513, raw.ea q o econe mae w rmAa �• c sURMOUMneLE T �'" 0N _ o PLAN SECTION B-B c�„e rso� rr o�r«�y ia s,«. as.0 ,�e «�y a ua ~ �, . :�...;%;` i: s`�'; � 4 � art�. ,bR .nn �.n.�w. .n�w .,... .. n- . D-428 iC ic�. rm�veon io' u� r�:mn ` xo swc e Variee 4'-0' s. me narr�caea naorm eme ne mmv�.�dr v�ea am ren«�or�ea �� 2*' �� Dasian Slteat Meetlip appME Eefon bauq InebBed m Us poela �• s' iU � ,• c T � , r ,• � � Qnd'e L � � Bit mtnous 4. me pwcam.�t o! ua narnman enao ee tN-o' rr«n uw na ai e �--= n uax ao: t� m. aw�w,. �om .an Ue uoM�me ��t.�ea w� u,. �ooa+ay 6' SHOE FORMED a vw.� Pa xoy Sv 7' �:i i's' :i ;;''.`'�;i: ".tii.; : ,it�ai;i ; , :`. . tt°t . t i�'u':°; .' •. :;c . s r iobw u. no+ of 4axic BfNMINOUS CURB gf,N�a� s. m�.e md e. a s' mw�m .�q e.i.<.o eo�oa.,. me ��mx� 2' De�q gAtv Bn 9�e 2-/4 Re�u� INTERGAI W/ MAT � LLHD. BBIB COlk. C k C ��% ' • Sema `fAli a� PAMMAY/IIWIf.:mEVAUC � 8� Co1lae�e . ^� b^R^md��.� b� d�(�mS�M Fry �oad YAIh. svnuartrteaE c� c "°"" e � 0• �" ° 4' Agwe9ate Base a. P�ou poa! crtmdon ane ottacn ruNm nooa Fiteuen 9gn w emnwae. SEC110N A-A � SECTION A-A cw,�reea �,rn � y�tter s.. e.iwi qet. sm-ss. SECTION A-A � � STANDARD DEfAIIS STANDARD DETAIfS STANDARD DETAIIS STANDARD DEfAILS STANDARD DETAILS .]{� STANDARD DEfAllS CURB ANO GUTTQ2 C.�Gare CONCREfE CUftB k GUIiER Cnf yGrova 8818 WRB & GII�fQi CrA'a�Goie PE�ESR2UN CUftB RAIIP Cn'k} Cvo.s PEDESfRIPN CW2B RAMP ��'�Crove R[" p[qW1HQ.R g�((i�C/�E ��3�a:e � � � TFW15ft10N � � CIXJSIRUGTION AT CATCH BASIN � � GENERAL LOGTION � � PA7MWAY/SI�NPLIC � �� rt+. ua Un w.we mv �. rca �.t wFa�c t8r rue uu r�tm: �b Pa+ ww ay �+. �'^� w rc� w ,h,b� COTfAGE GROVE, MINNESOTA �R_� , � COTfAGE GROVE, MINNESOTA g7R_z ,h,,,. zoo, COT(AGE GROVE, MINNESOTA g7R_4 ,�,;,„ "�°', COTiAGE GROVE, MINNESOTA sTR-SA a��e zoos COTfAGE GROVE, MINNESOTA g7R_g � COTTAGE GROVE, MINNESOTA siR-10 RECORD PLAN 12-28-11 CONTRACTOR: MACHTEMES CONSTRUCTION, INC. � N W � M > � w � � � Z N � � � � ■� (n � o _ \ ao N � m v � W � W ^ Q Z { � 1 V- � j � � \ �' � V� �° °�° �w�� Z 3 v � Q p Z � � N d - wE« -$ ! s z �n' :53 � �o 4oT O U dum � '� T C Lx ` o1SN M N z z � O O W f-: Z � V W �I W �„� F z W 0 �x a � H > O v, LL �O . Op� � W � U � � N r, � m o r� Q U�' A Za � Z 3 �--� a y � W � � srzn. rcxu rosr (r-eos», u+awa mr++ai (s� oew� oosmo are YNYW 5 LON4 ��ISN6IVY 3 P lE9 /NO NOlES BFLOW) �- OF92ROW ISy OF Cf iIPE N¢OlE%ME fAB@CO EDGE B' YA70YW SPACQiC. (GO Le. 1Q1� PFH POS! OIERLM E?l0 JOM1S TIE GUFB BOIilI�QIT STMLID AT t' WIDtVP15 Nro d11CP 8' CF F}gtlG Nf01VN OF 0' MID STPPIE SE�Y�TO 11iE�FOST 4E BE�It �HPMIWS Z A qM0 T�OP � BAaaRIID MIH NANPAL soa. 01£JCM AT 1.5' WIEftVN.S TO SEq�E i1LtEA FA9IdG BOTiOY. FM141FNm TO GQI POST PopIT i uotiara.wwr cconxme us�c z coww xans iIBiIC PFR WlOOT TIHtE aeae (uAaw� sucsob 0000 mim arca , Y X 1' X 25' L4lC ��'WaT '��ra� ftOp(/80 MEIDER qi OEIX NO00 PQ.15, B PEp'0. F/98C AS PEA Ylt00T TAB(E rosr xorcxcs `R � � aam (u�rtwc surm} o�u �sE mo-w n'+o ec) TO FACE AWAY YAd@iE 310E �- �q. � PWIiKMI/�1 6-10' OF PIHtlC +D a �' Q ilM AT BOTftMI W BOX ih'OY iABtdG B'-12' DFPIH Ca11S B' FlAP) q� IFHNQI WST BE COYPAC7ED BY '+ . DmcCioR MiE Ro\ IICNT Ep1WYF]iT PtdOft lD �/ %.ACF/m1T OF SIFFEL POSIS \ gy � PWlT 2 � , TI£� 8mC btilt pRECl1d�1�a ��= STAPfE DEN91Y SfIFi1 BE A , LdICINDNAL .bW f41�[A /��[�i�i� � "r�i �- Y@IWVY OF 3 U-9iMED 8'. IaNLVY OP 6 . 11 G4UCE M£TAL STAPfES PEA � PN�IT f W5T BE A YHWY Of SNAlE YMO ITMIS NAY VMY 8' HfNER IIW! Po@IT 2 ttl B' 1f oAUGE uEiAL - . 24� 1@dW4 A9 qf+EC1fD BY lME GiY). 0' ihHEO FtAP- BURY p�gp�[ �T WAIEA RONS MSR STAPLES SPACm 7 " . • . POST EllBFDYEN! y; �R PW% TO Pt¢YENT TE fAT41 QIEtl( AND NOT 0.G I ��a �� s .. , . ':�: " • • ' �- I 7/Y WASim RIXX • P bE8 X 1' 1M�E ME P11fH�'t mFUtll 1' TO 3' diol w[ac i. ao e� x s• mwa I ' Ng rors ocvns mo-�, sc. so, uro s�) y � z ur �v�r w irsvwi f'�1 nhx �r iHE YAtl&IE SLl¢D YEIHUD (iH5 DETNL) IS 1NE ST/NOFRD 9LT 3. STARE AT 1.5' �N16tVPL5 , �. .6" � ��' � dTa1 fRAOE INTFRVN. FFNCE WSTIllAMMI l2TH00. HEAW-WTY CEAD-IB) IXt 4. BA�6H1 MIIH NATlRAL 9DA. NA COVPACi .. 6' QV-ta+InE STAIaPitll (QtP-1C) 9LT FFNCE PlSiALLA71(MI YEIHODS SHqAD 6 BI.ANKET IENCiH SHAt1 NOT IXfEEO tOtl l �"' 10' AT IDi PoPiT ��qpCIOR 9�IL. WlAIRUCT 9LT Bmt TO i1T ONLY ff Ufm 11HEN APPR01£U IXt WECiFD BY RE Qtt. NITIWT AN ANCHOR 1RENCH �6' - '.-..' APWND T1E 4aEf SIHUCNRE WiH 8' I@atW 4 ]6 '.. ��'.i�. •.- � xw-�wp rsewc ncaauxe ro mrFS av srmicnraE. s�t eoz � ' waico Row oa+w ca-za wai nox m ec a.vm uv u� tva wn�nc[ e• mnx a a - @HET PROtECiION QlRB Nt0 CUi1FA YODEL SiRUCiURE OPEXBiG TaP OF �T 80% TO IXl ttfY MPROhD EIXIJL IXiF]ID IB' YOl01W A901E EJaSMYI fRME fUi u STANDARD DETAIL.0 STANDARD DETAILS $TANDARD �EfAILS � SiANDARD DEfAILS a STANDARD DETAILS � SILT PENCE �Cc�� a EROSION CON�ROI BIANKEf �u��G� � INLEf PROTECTION �r ^z�y- G"a� a INLEf PROTECTpN �� RCH CMEqC �C ter3� � AU.CHINE SLICED �eS4W INSTALIATION 00ne5hW CATCH BASIN WSEFir ea�estroo SILT BOX FIX2 BEEF9YE CJSTINC � 3D NEW FDR 58, 5C - SPPLINC ,�a�y COTfAGE GROVE, MINNESOTA ER0-7A a�mzoos COTfAGE GROVE, MINNESOTA `�"°`�"'' � O� OO � ERO-2 a� xoos COTfAGE GROVE, MINNESOTA �o-4c u�,e zaw COTfAGE GROVE, MINNESOTq ERO a,�, zoos COTfAGE GROVE, MINNESOTA eRO-5A HOLOPMNVE LUYiNAR�ES PaLE 6N➢ LU1lMARE 1M '�. �� RIPIIWlIP248Z33. DARX AS SPECSIEO IN 8'-0' ' IZED 'C Z /� /�\ � M00 IXAtANOU BRIXJ E SECi1D!V 18.000 iUl CLf Washefa {1N141. WVMARE N:0 SiANDAR� Cwne f➢fc r�ate 12 GROIIND TO 4'_0 • 8 WDOf ]119. h cam t�.. or . z co�vucroa iz R va� ( wa. Sa ) ro ee ruw�isnco er an. 6 W!IIFARE BAl1A5� fJtet fabb °so' croRO io wwwn.�� 2 I' w.uwro� o .a 4' or 8' RC ibrf rvl R ( �� ( �� i .....� ................... OPP. OF CVRB 5!�E ::::rl� :::::::::::::::'v' :i:'v: "v�:::ii:::::::::::•:::i::::::::............................ VY� �Vf/� ]' POtE GPWtN L C � FUTURE G Il!-LLtiE NSINO SPL`CE TO PRCIAT COlIOUCi0P5 j�y�y ?q:. Griiiii:i�i: Fx' CmuM I E 7 � (SA) BUSMNGS •^••••�• .^.i�l�r.:::i i•.?'.eacUl�P.::,:::,::::'. � c::::n::::•:n:::::x. ........................... .... iii..... ... ..... ... ..... $8 GRJIIN� C0.�9iEC11QY ALU69NUM NLLAR Ifi6N GROUNfl ROU TO LEYELLIYG N1115 R 0 A D � t �� o ��.oR ,.� 2 P� �� ,.� i �� . i su6u�de ?9kE'-d' N'' � 9'°d° F`^W IEbNCiON SiANOARD PO�E 5' U1A TAPEREO ALU�lNU E X T E N S I 0 N Z 4• a� � o�K �,o�EO o�� 2 '�' z � cno�i eow eROUZe rums{. ��J' - 6" •illi ataMOA i � 1-i/2' CONONT, 3 � - �� t9�t of TO HANIN10lE ] DaIR OR POLE BAiE TRENCH DEf/JL � �a nowa r«e ewt«o .noe ee rory Rn«md:.e m .. � oftvnota dAer-�idle and red e1rfq�q aH9 a nlitttha ehestN9 . r mNmNiN W Ilw nVuhmenb d SPW J352WD� Slondvd Ha 2. HAhD HOtE M0 5/8' % 1U-0' r�nr to axa ro�+ �T� �'-a' caouno aoo m�y ua mnaun �ewa tna em�wae noaaa i/+•� xa 4M1 b pNM mqe Ie CaaW9 of KNte Woo! PMwr paY�t SIREET CIIR A pEwF � Z gyqg k �� med«M�g b$m. 3s1�. 1oa � �aaM wat o1 XTke ej sppLCO� nrnFr .NarA Ra0 paM catdam'tq b 5 ppeed ony to 11�e ewfacae �wl cmwa0 �flh n11MXe sheetY�p. � 4- Y ILII !';': IILIILJILII I �It REWidRG@iC 84G5 �' Tw bonko0a 6aaids NaA be <ompietely pdnkd oM rcfleNarfzed �� Mi DEaiH B p. 1. SIGN 52E SHALL BE 1B'z24'. .neeuq appn.e WPon bel�p I�uloesd m Uw perb. :-�.j ttEpDV Wz[o v�N. �000 Ps� 2. LEffERS TO BE BLACK ON A WNfTE BACKGROUND, nR cMw.N[o concnrrc isv 3. 7HE SIGN IS TO AIIX/H1E0 ON 7NE PERUiNFM BARRICADES. n a°C"""t ot u,e bonsmde d,m be iob' Imm ua e�d ot SEE SlFi-10. 1he dauntww moa vnh Ihs baniwa cmterad on uw mad.ay FOU4 (4) ANCHOR BOLTS /ocfiq IM fle� ef imffie. Ba�cod ��b8 b P�b „� �� 1 �/2' CONDII(�S 9pOUGM µi�ry 9 NCH BOIT CIR0.E. 4, 7HE TEXT HEIGM SfW.L BE 4� 6' tpotlnp aM WB epan eMin �oadwq �IdU. TIPE A-1 CONCIEIE 8AY pU� ON 4M DPPOSRE pftOlECi10Y TO BE AS PIPE DETAIL SEE DETAR PLAiE STR-33 ME NR6 (ALL POLES) RECOYN£N9E➢ B! B VANV(GLNftER 2 NO SCiLE � STANDARD DETAILS .}�. STANDARD DEf/JLS .]� STANDPRD �ETAILS STANDARD DETAILS STANDARD DEfAILS "�� FUNRE ROAD IXfENSION SICN ��eC�oe 'I�' SINCLE PEftMANEM BARRICADE ��'�y�o.E '1[' RESIOENRU_ IJCfir POIE ��'«p-Gaie � CONCREfE BASE FOR �rUm»�o�.e � PJC PEF60FATE0 P�E ��ge�a+e T'PE A-1 LIGXTING STpN0ARD5 �� COTTAGE GROVE, MINNESOTA S �,,, zooe COT(AGE GROVE, MINNESOTA g ,F,,,, zas COTfAGE GROVE, MINNESOTA �g_3q w,,, � COTTAGE GROVE, MINNESOTA °" "�' "'' O � g7R-39 ,n,,,. zoos COTfAGE GROVE, MINNESOTA g7p_�p R �� 6 e '�. VARI6 VAfl16 VAft�S VMI6 10' 1' MI g• 20x 2' TtPE LV4 KEARING COURSE MMi1ME (L�M'450308) 8' AGC. BASE qJ55 5 BRUMINOUS PAiHWAY SECTION � DRAINACE AND U70.JN EASQ/ENT STANDARD DETAILS CONCREfE SIDEWALK AND 817UMINOUS PATHWAY R � [ R/W 7 3.16�- �• iB' Q024' 16 - �, 1f61G� -�RXI �� 0.6' ' arlatElE [��i�e�Ar�N 4'GAS55 CRA4F1 BASE 8679 WNCREfE (100X tl2U5HED) QPtB k WT1E11 SEE PAVENENf SEC710N svec� o�avn� uro ,�are 8'.CIffY1 AS WIECIED BY TME ENCINEER QF NEC654tY 12�9N. T1BCp165 REOUIftEO) L4IE. 1. fl.O.W. TO BE 0.1N IBO'rE �E5GN f1 fl£VAII(k!. 2. TOP OF 88IB CVRB IS 0.08 ABQVE D6pN CL f1VDE. a Raavnr vnoTM mou encK or cuae To asac oF ax�a 10 ar.3a• 1.S'-LN'E3507118 X4MING COVPg 2357 TAd( COAT 2'-LNIWS503(IB BIN19NW5 BASE COlIPSE � • e ACC. eASE p.A55 5 BASE �� 12' SElECi IXiANUUA YAIENAL NNDOT 3119.282 APPROVED SUB(ftAOE PAVEMENT SECTION (60' R/W) STANDARD DEfAILS TYPICAL PUBUC STREET SECTION ULTIMATE DESIGN-RESIDEMIAL e �,�� ,��6 e `�. VAR16 VARIES VARIES VAR16 10' 7' VFRIE fi' 1.0% B' CONCREfE 4' ClASS 6 GRAVEL 100X CRUSHEO CONCREfE SIDEWALK SECTION RECORD PLAN 12-28-11 CONTRACTOR: MACNTEMES CONSTRUC110N, INC. / � V � � � )�.., M u�'J w� � � � Z N � � � � � N � o � \ � w u � m v ■ w � W ^ ¢ Z �- � � � w �' � /� � � �, o V� � �° w N � /� Z � _�-' •V Z 3 �'� ^ _ ° o 0 ♦ 0... N o A $ � ��t °-'; - $� n3 Y�9eo _ � $n a$o � oEto9cN � ��a�� TOmn>� dC Va T c O L � 0- oW` PY o M � z � � Q W H� Q � � � N w � 6 xi�� a+3 � K �O Q V' � V � wWa' � � W � °m ��A z< �` � a N ¢ W � M O�