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Powers Pointe Civil PlansPROJECT CONTACT LIST DEVELOPER UNITED PROPERTIES 3500 AMERICAN BLVD W, SUITE 200 MINNEAPOLIS, MN 55431 CONTACT: BRANDON CHAMPEAU TEL: (952) 837 -8653 EMAIL: brandon.champeau @uproperties.com ARCHITECT LAMPERT ARCHITECTS 420 SUMMIT AVE ST. PAUL, MN 55102 CONTACT: JAMES BERTHIAUME TEL: (763) 755 -1211 x109 EMAIL: james @lampert- arch.com CONTRACTOR R.J. RYAN CONSTRUCTION, INC 1100 MENDOTA HEIGHTS ROAD MENDOTA HEIGHTS, MN 55120 CONTACT: JEREMY THOMAS TEL: (651) 365 -7009 EMAIL: jthomas @rjryan.com CIVIL ENGINEER EVS, INC. 10250 VALLEY VIEW ROAD, SUITE 123 EDEN PRAIRIE, MN 55344 CONTACT: DAVE NASH TEL: (952) 646 -0253 FAX: (952) 646 -0290 EMAIL: dnash @evs- eng.com F_ __ SHEET DESCRIPTION C100 TITLE SHEET C101 EXISTING CONDITIONS AND TREE REMOVALS L102 ALTA SURVEY (GRONBERG & ASSOCIATES) C201 CIVIL SITE PLAN C301 PRELIMINARY PLAT C401 GRADING PLAN C402 EROSION CONTROL PLAN C403 GRADING AND EROSION CONTROL DETAILS C501 UTILITY PLAN C601 CONSTRUCTION DETAILS C602 CONSTRUCTION DETAILS 0603 CONSTRUCTION DETAILS C604 CONSTRUCTION DETAILS ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952 - 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans CLIENT V N I TED RT 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Title Sheet City Submittal # DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY ITY OF C;- IANHASjEo QECFI\-EP DMS /BMJ DJN SEP ,11 5 2013 DATE PROJECT # HeT 9.13.2013 2013 -057.1 SHEET NUMBER C1 00 e - •'''''' ,,,,..."'. "'""rte-'' µ . l9 i. c cif 5 �S`S10 PI NEB... : -- t --,, 1 J PIPELI 4 MARK R J -- _ '�✓ r' /r f 1 IPELI E 1 j / F G TES MARKED 1 f V LV O r % .,, -,~''" ✓,. _. -~" ,_,_, ' ---°.° . --a°°' �.� . -~'"� rr,,,•- � ._.,,•,, r'" f � t � � � ,yam., t O ✓ / PIP KER l J S794 yf,�AAAAA 'AA1X-AAA11\A1X1 Al /VAAy\AAAA/V AA/ AAA/v AA AAAA/ AA '6T T l f r j / f j % '� `� / % / r q AV 61110 w�w�w�w�w�w�w��: rw�w�w�w�w�w�w�w�w�w�w�w�w��w�w�w�w� iwlk20-- wwvw�wvwwir! �vw�w�w��.w ®wNwMA wi r�• w w w v w w i �w�wgw�w�w�w�w�w�w�w�w�w�w�i�w�w�w�' i�w�w�w�w�w�w�w�w�wv��w�w�w�w ...- d7 w�' wTw�wvwcw�. G- �w�w�i�w�rw�Gtwow`,vw�w�i'�wMI 2w,VAVATAVAVA'L AWAV,&w 4rAC, � , wa ; �w�wvw�w�w��wvw�w�wslvw�w�w�w�w�w�w�we. ��w�werw�w�w�wvw�wsi� r��cwvs.��. . i�wVww:► �d�wVw�w' w�w�w�w�w�w�% �w�w�w�wlw�w�w�i�i�w�w�w�w7w�wVA�1�i�w�w�w� `7♦7 r V � `� �w�wOw�w�w�w`' w' �wll w�w�w�w�w�w�wow '1�w�w�w�w�w�w�w`:1�w�A�w�w�w wMw�♦ rw�w�w�w4w�i. Iw�w`. �i�w7wtw` Iw�iTw�w�irw ®i►Vw1i�w�w�w�1�A► /.I Iw w w w w w w .Iw�w7wVA�wOITJ�wrAVL AMAM�Iw�w7wTw�w- dlw�w `d'w�w�G�iw'Iw�i1w�Grw�s`210, WA PA � 1 ` \JG .QG _.. . 150 J J V 9,Lp. S GN J � � M I9 9,O• S• OEM R.E . 3.51 � I.E.r#:. 9 I.E.rd 7 3.96/ NOTES TOPOGRAPHIC AND TREE LINE SURVEY BY RLK, DATE: 12/10/07 LEGAL DESCRIPTION Outlot F, CHANHASSEN LAKES BUSINESS PARK, Carver County, Minnesota. LEGEND CLEARING AND GRUBBING LIMITS 9116/ 91 . TREE PRESERVATION TABLE ' APPROXIMATE AREA OF TREES ON -SITE 401,197 SF --� A TREES REMOVED FOR GRADING /SITEWORK 193,610 SF % REMOVED 48% w i I % f" i 691 -+\ \ •, l / \ ti t ! 9SIGND g8,1 / p I\tfvlvx AAA 1\ ��° Approximate tree ine `�-� ( f �' �� t�f �/ f/ ; '� `,per aerial photo jt l �t Qo J 96 $9690 �9$� 19 J�� a t $g11', 691 J 691? `\ f J ,99 fi 96,9 �j r '✓ j \ \ / / I 695' $ j {l / ` 30 RCP CL5 SA IT AR SEWER AAAAA1 /VVV 1v 1 �v j; h1 g�9I MET COUNCIL INTERCE, -PT R j ; $ P I 4A 4A `i 1 (NOT E DiISj Rf �] � s' gSq "Job \, �'�, � \ \ `'` �,,. V,— ^•/ i`— nr' .i s�,/,,, -°' -'� / i � I./`.%/!J 91' �- �9�,� y ` 69,,k9 ,�``` " "^.� �� \ *<,, � �� ,.-° � ..... -_ , • --..r °`--- - ...,-- 1 l / . �% � f ��% ! � v 4s �$ 91'• ,x;59 � '� `• ' "} ` \ �� °• ,.. -.-..✓ __.._. �`` '"`_ "".-.� � / / i /�` !� /' ./ f � �� X891 9 - yI / ti )pp rolb CI-IAPIHASsEN~�A C`S B JS NE r 9 ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952 - 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans LOCATION Chanhassen, MN SHEET Existing Conditions and Tree Removals City Submittal # DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9113/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER c�� UU� ALTA/ACSM LAND TITLE SURVEY FOR ,UN�TED PROPERT�ES . PAULS FAM�LY TRuZ�) T 9 ,- -- IRRST AMER�CAN T�TLE �NSURANCE COMPANY OF OUTLOT F, CHANHASSEN LAKES B - M_- - j`'- •'__'_..r- `_____ _ CARVER COUNTY, MINNESOTA _! —' --' ;•._� {'` -F -.•• rte- POWER ' 4�,2�1 „�POLE PIPELINEO LAMPOST I MARKER I — • w r ; : PIPELINE k^ O _., •” . : �.:' :.� ! A� MARKER - ELEC _-,...• • f,.w f -• !' •`l .+"' + - W U1 • GAS r• • - • - : t r >"' ~ ►• - - { - . - ..y -► TREE a --'•' .r --' ' � GATE � _^,...- y;•7 ,:`? •• •• ! MARKER I - = VALVE I X41 r{r • • ! —" '!r m (/� -_' 1, -- • • !— : s : -!- ¢POLE R _ . — 1 I I ��" �!` q 01 - — - j GAS VALVE -44 �p STREET — W . ! _ ' -" ` 5 , SIGN ' ! — _ 044 w ► v! 4=' ` cQr - — — EASEMENT TO MINNESOTA VALLEY ` ' 1 11 - W S 76 0 POWER � ` ` N S � _ ` � ' NATURAL GAS COMPANY; RELEASED a P��' - - -' EXCEPT FOR PORTION DESCRIBED IN ' DOC. NO. 35620; THIS RELEASES t ` CATCH PIPELINE �' - •- _ L5 �, --' MaR�ER — — I DOC. NOS. 98306 & 98312 EASEMENT TO NW BELL TELEPHONE CO { ' aaslN r•••. ' EASEMENT TO NSP PIPELINE ! ` -'' �� •, PER DOC. NO.89731 RELEASED EXCEPT 1 { GATE MARKER PER DOC. NO. 55883 FOR PORTION DESCRIBED IN DOC.NO.34918 ' 1 , 1 VALVE j MODIFIED BY ASSIGNMENT AND 1 , '� Op • --' ASSUMPTION OF EASEMENT PER DOC. NO. 117656. LAMP •r i POST .. •'• ' PIPELINE i j O ' � LEGAL DESCRIPTION OF PREMISES: w SIGNET a ::''•;' Outlot F, CHANHASSEN LAKES BUSINESS PARK o -• ' { I vNo z ... K E0 co o �`` I �M U If To United Properties Investment, LLC, Pauls Family Trust and First American o �' cry' ••..; i Title Insurance Company: o { This is to certify that this map or plat and the survey on which it is based were ° i made in accordance with the 2011 Minimum Standard Detail Requirements for i o T . CATCH ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and I + I HYDRANT h NSPS, and includes Items 1, 4, 8 and 11(a) of Table A thereof. The field work GATE S was completed on September 10, 2013. ` Date of Plat or Map: September 10, 2013 • ,� , 4. t 4 ox SIGN Mark S. Gronberg MN Lic. NO. 12 755 BOX ER I ROAD CR • � Iron marker. found I I S�y� ..., :•: Iron marker set Bearings shown are based upon an assumed datum NOTES: 1 As to Table A Item 4, the gross land area is 737,904 + - square feet. 2. Easements shown are those listed in First American Title Insurance Company I ,� Title Commitment No. NCS- 621048 -MPLS dated July 28, 2013 3 Easement for communication systems to Northwestern Bell Telephone Company per Doc. No. 89793 was released and replaced by Doc. No. 13158; however land described in Doc. No. 89793 lies southerly of Outlot F. 60 120 SCALE IN FEET 13 -360 240 S QQ boo 01, OO 0 ti CATCH BASIN v CATCH BASIN o� N 90 TOM" W 377.2 / . ri7n :t l/ i i / i i i / i i .to �W�� w� w _Lf)RT a� mM ,Lai � vvi: r Oth '� r w0 w aw tn Ir L q_. o�� 0 O z LL Cl) 0 o. z ccj TES ° W z zj Ii T 0 ,© 6 � KWON Z J :c o :D o z 0) Z Z 0 -1 � 0 0U4cr � a T- w� w C a� mM ,Lai T CA vvi: r Oth '� r w0 w z 0 Y Q W It UJ SHEET NUMBER CL- ov .N 00 CL e(� Ir L q_. o�� M �(n o. z ccj TES ° W z oL-o� �-0 c z W U to J :c o :D o z ca E 5 ccs a.0 016 o (D CZ (DCUCa ca J-: Q z 0 Y Q W It UJ SHEET NUMBER C2 0 1 Ci v i l S i t e P l a n SC A L E IN FE E T 0 50 10 0 NO T E S 1. DI M E N S I O N S A R E T O B A C K O F C U R B A N D E X T E R I O R F A C E O F BU I L D I N G U N L E S S N O T E D O T H E R W I S E . 2. CO N C R E T E S U P P L I E R S A R E R E Q U I R E D T O H A U L C O N C R E T E W A S T E AN D W A S H O F F - S I T E . 3. EX I S T I N G S T R I P I N G O N P O W E R S B L V D A T L A K E D R I V E W I L L N E E D TO B E C H A N G E D T O A C C O M O D A T E T U R N L A N E S . E X I S T I N G ST R I P I N G S H A L L B E O B L I T E R A T E D B Y G R I N D I N G O R SA N D B L A S T I N G . N E W S T R I P E S S H A L L B E L A T E X W I T H 6 " E D G E L I N E . 4. AL L C O N C R E T E C U R B S H A L L B E B 6 - 1 2 U N L E S S O T H E R W I S E N O T E D . LE G E N D PR O P O S E D B I T U M I N O U S P A V I N G ( D E T A I L 5 , S H E E T C 5 0 0 ) PR O P O S E D H E A V Y D U T Y B I T U M I N O U S P A V I N G ( D E T A I L 7 , S H E E T C 5 0 0 ) PR O P O S E D C O N C R E T E S I D E W A L K ( D E T A I L 6 , S H E E T C 5 0 0 ) PR O P O S E D C O N C R E T E P A V E M E N T TI P O U T C U R B ( B 6 - 1 2 ) IO P - I N D U S T R I A L O F F I C E P A R K D I S T R I C T ZO N I N G S U M M A R Y EX I S T I N G I M P E R V I O U S A R E A EX I S T I N G P E R V I O U S A R E A PR O P O S E D I M P E R V I O U S A R E A RE M A I N I N G P E R V I O U S G R E E N S P A C E LO T 1 S U M M A R Y 0 S . F . 54 0 , 0 5 9 S . F . 34 7 , 1 9 0 S . F . 19 2 , 8 6 8 S . F . (0 . 0 0 % ) (1 0 0 . 0 % ) (6 4 . 2 8 % ) (3 5 . 7 1 % ) GR O S S S I T E ( A L T A ) = 73 7 , 9 0 4 S F 16 . 9 4 A C LO T 1 = 54 0 , 0 5 9 S F 12 . 4 0 A C OU T L O T A = 18 3 , 1 3 2 S F 4. 2 0 A C OU T L O T B ( W E L L ) = 14 , 7 1 3 S F 0. 3 4 A C LO T S I Z E S P�� P��- � Q �� O�� P �� <�� G P� �-. -�' M1 CH1C P�� . y EXISTING LEGAL DESCRIPTION Outlot F, CHANHASSEN LAKES BUSINESS PARK, Carver County, Minnesota. EXISTING ZONING IOP: INDUSTRIAL OFFICE PARK DISTRICT ENGINEERING SURVEYING -- � - — OWNER i DEVELOPER ENVIRONMENTAL PD �- PLANNING UNITED PROPERTIES tLC O i � 3500 AMERICAN BLVD W. SUITE 200 - EVS, INC. "`�,.,_ 1 � MINNEAPOLIS, MN 55431 f,,_. ---- R P 10250 Valley View Road, Suite 123 1 ` f._- -- � � Eden Prairie Minnesota 55344 i ,�� __ P PC1F1C O », w .�'�3 °75'36 "E 35.00. -� °44�24��W0 5�6 � 00� 0 / � I/ I/ I I/ �� -- - .. MOST WESTERLY LINE OUTLOT F -'�� . �W 00 �� o N� 0 6 °4424 S � 06 �`so \ O�'�o °o ; _�-- -- �� F� P _._-- � P .�- , -..- -" 1 1 � E ST P A V ��~ 1 � P _._ -----� � H, A , N �" i � A- �' E 2 °36 �0 ,� � � s �6 65� .53 � ►, N90 °00'00 "E � ,, �6 °q-4 � 4 ,�� S � 00.6 � �t' � i 5 °25 g S , - -_ Cj 6 ,� � � • / � 46.26 °o � / �_� � i � i _ m i I I jl I I I y� I I I` �I I I I � ' \ ' I `•, N5 °03'34 "E �' �,�''63.45 I I \ ' I 'PER .�' I � � � , -_� , o ,L =- -- � ,o `� �zl � � o N �� I_ ,�I �� w � °� � � / I Q7I 5 - -- - �, - 11.5 �� / I I / / / V - I� I I� y D =1 °50'50" ' 34.52 �� , � �\,� / \ � ,` .,� �^ "J / is ,� <</ � �� / ��'�� / n `V o V � o / �� 7S� � THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE E MOST WESTERLY LINE OUTLOT F, CHANHASSEN LAKES BUSINESS PARK, CARVER COUNTY, MN. AND IS ASSUMED TO BEARS 02° 30' 00" E. Civil Plans LOCATION Chanhassen, MN SHEET Preliminary Plat /� �� City Submittal .� #DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS .PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER r 01 Phone: 952 - 646 -0236 � � � Fax :952- 646 -0290 www.evs- eng.com 1 � � � I LOT SIZE City of Chanhassen, MN � I OUTLOT F = 737,904 SF 16.94 AC 7700 Market Blvd PO Box 147 O (� 1 50 I Chanhassen, MN 55317 `� � Phone: 952 - 227 -1100 Fax:952- 227 -1110 � www.ci.chanhassen.mn.us 0 � � � i � i _ m i I I jl I I I y� I I I` �I I I I � ' \ ' I `•, N5 °03'34 "E �' �,�''63.45 I I \ ' I 'PER .�' I � � � , -_� , o ,L =- -- � ,o `� �zl � � o N �� I_ ,�I �� w � °� � � / I Q7I 5 - -- - �, - 11.5 �� / I I / / / V - I� I I� y D =1 °50'50" ' 34.52 �� , � �\,� / \ � ,` .,� �^ "J / is ,� <</ � �� / ��'�� / n `V o V � o / �� 7S� � THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE E MOST WESTERLY LINE OUTLOT F, CHANHASSEN LAKES BUSINESS PARK, CARVER COUNTY, MN. AND IS ASSUMED TO BEARS 02° 30' 00" E. Civil Plans LOCATION Chanhassen, MN SHEET Preliminary Plat /� �� City Submittal .� #DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS .PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER r 01 i s w _. _ � x__- �r__� =, �� f ; �. y .� =-- � � � ""� � I�I ��L1NE � � �4WPOS' __ -_ �� _ i _ .. c � t j � � � � s Y Sri! _._. __ ) _ 'i � PIPELI 'E'�� \ _i,. i � � ` � MARK R `� \ � ' - -i /�_ _ � Ej.` �. GATE.: i f ° � .�✓'r..- IPE E � `'/ � � / M it ' W .4---5 ��: j__� -�_� _____..-�� K 6 0 '$.`L ° 1 � � , 1VE .w ._....:.:�.v:�,..�- �._..�- yam- �� i „�-<•- , �;:: -=' - �, ",,,- .,-- '+,,,_- �...�,,,,,,,�✓..-- ...._� .�, � i f9�5.40 J 1 � 937. t � � � � I `_ � r- `.�.." / �, _,,,,•° .�•' -� ..��,, . `."" °-° "` g54 _� �i � _ � � � I �37.8� � 1 � � � } � .. � t ._, .; _ ! _ ..�- �� .. --•-- �. ` ,,.�' � w.--� - -- '',. --- � �- 45.40 / � � � � ��- • ��,�'"�`"..._.�. --- .. -..-.� ,._...,- ---� � �, ms/µ .! �, ---° ...- -' � i1 �� 4.85 � / � � l % _ �� \ I� �,, j � I Qq •.,�- °,°•"`-°� �"'".....- � ''; f'`� ,�""" -�,r'° i .✓ � "''� -,�`� . � ��iJ � � ( - � °°° J � - -''` 941.40 / �94p'. � � � I I J � F' _.�._�� . ✓�,.. �.. � � '„� �, _ -'- �-,..� � �� 950 i,, ��•- _ - -•� 944 - / ..• : x I 1 �'� � � � �. � 1 °' -�„° �- °- �- ."....`�.' / �' �° I j'� � � r r� i "- 5.40 � / �-, ,'�'r / � _` � / � I I �` � � � � . � �° ,„,�- ......�, -' � �j �.. �-- -�� J ` i� ::. 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'� �, �`w"`� .-`,�- .,� r� ,' � � ( �( Off' E DIS R Dp�l �1 �•' �'v � � r j .. %� ,� -�. j ` \._ � � \ �h�• � � °~\,,`°� \ r ,,,,, - "°""'- ....✓°- ..--' ... --°� ...iw°� -J,,- ,/'�" %�f / / raj. P,,j ��" � , i;3 rte' J; J % ��f � < ice.._ .k ``, `0`•. \ � - -�., ` °O �'�`�.. \ �,e.... ---"s' `� _ .� °° �- �r/ '�',,.�' %!� .-�"" \t �' ' ' , - ,� ,� � �, ... _ r ;�_ %' I x a � _____ ___ ._ .�_�_ GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE FLOWLINE GRADE. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY `DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 3. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNERS SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNERS SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE. NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. CONTRACTOR SHALL PERFORM A TEST ROLL PRIOR TO AGGREGATE BASE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A FULLY LOADED TANDOM TRUCK (25 TONS).. THE SOILS ENGINEER SHALL DIRECT AND APPROVE THE TEST ROLL. 6. TEMPORARY SEED &MULCH TO BE PLACED WITHIN 72 HOURS AFTER ROUGH GRADING COMPLETION. 7. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION, BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 8. THE CONTRACTOR MUST CALL GOPHER STATE ONE CALL AT 651- 454 -0002 BEFORE DIGGING TO VERIFY LOCATION OF EXISTING UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WORK WITH THE UTILITY COMPANIES AND RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS. 9. MAX SLOPE FOR GRADING IS 3:1. 10. CONTRACTOR TO HAUL OFF ALL EXCESS MATERIAL TO A LOCATION SELECTED BY OWNER. Know what's Be�OW. Ca�� .before you dig. ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952 - 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 -227 -1110 www.ci.chanhassen.mn . us Civil Plans PROJECT Powers Place LOCATION Chanhassen, MN SHEET Grading Plan City Submittal # DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER 401 ---' " 9,�,3`ti� 9`L� �0 NOTE TO CONTRACTOR �r }} THE EROSION CONTROL PLAN N SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF - --''`" �� ✓ 1 _-, .r'r f oft j e ow er. J� 9 TERMINATION IS FILED WITH THE MPCA. THE CONTRACTOR MUST .- --.- - -r_ r 1x�— �n - 4; /l,\ ,- .�""'_./ ...•. --._. ,,.. ----.- � ^t 1e, �`. � u G UPDATE THE SWPPP INCLUDING THE EROSION CONTROL PLAN / f S-ry' ^ fJ u° �. SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, `"_ �; "'��l ( / / �.-- / O• `I , _ t; u SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT '"�^ �._--° i `�� l 'VY� 0 150 PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, ENGINEERING \ � � °5 c ° "" THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE S ( URVEYING CJ 5 g- a '""rte } q 0� 1 r KEPT ON FILE IN ACCORDANCE WITH THE RE ENVIRONMENTAL / I 3 CORD RETENTION \� ~fJr REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. PLANNING SI .: EVS, INC. �, �,,, ��-- � ,u 5 `"' L , ,q, v.:- -L 4 • j 9`� °• �-`• 10250 Valley View Road, Suite 123 l� Y'� f Eden Prairie, Minnesota 55344 Phone: 952 - 646 -0236 Fax: 952 - 646 -0290 s - �° -'- °° ✓" .. ' �r _� % f / S� �/ 1 www.evs- eng.com — SEQUENCE OF CONSTRUCTION City of Chanhassen, --- n� _ ✓..-- _. _.s _ �� `— , j 1 Ii " % ' t , ! N y ssen, MN r '- fr I 7700 Market Blvd " _ f ,-° .- - _ ✓ / %A. _ I 6" PO Box 147 5 • 1 I ( �� I PHASE I: / ✓i , - �' / 77 f "` 9,� / 9` y Chanhassen, MN 55317 ,. _, __.�, _ -- 5•- i / /- \ j p J 9a• 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. rA Phone: 952 - 227 -1100 ° _ ✓ / 1 / _ / I i 2. PREPARE TEMPORARY 1 { PARKING AND STORAGE AREA. Fax: 952 - 227 -1110 .5�. ��°'°°- ✓', / _ - �i % / / 7 f f� 1 } ( \ / # www.ci.chanhassen.mn.us io j .- _,- } J J ° % — �_ ,r'/ 1 / -- _- _- t � I � � J � 3. CONSTRUCT SILT FENCES ON THE SITE. V I / , r / rl 4. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING ,4 2 �� / i f / -1 _ CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR — — ! ,/ 111 j J J T/W 36 O / jj / / rte--- r /' � /" �, WATER /' B/W 0� i_ / � �" "' / {-l' > s � - ��_ - -• ` \ � "° "� � � � �� PRE - CONSTRUCTION MEETING WITH DENGNNEER AND ALLW t / J / 9 a� # GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING CIVII Plans SO. WITH CONSTRUCTION. 5. CLEAR AND GRUB THE SITE. ,i 93 Q _ _- /J r-r f >> _- ` 1 I ! <. n \ . 1 1 ' T 913. �\ • �l 1 :ti aILaF -�:.- 92 0 t 6. BEGIN GRADING THE SITE. �1 ,� ,� _ r �I �,, _ e frJ Q / �.'' �� B 91.0 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. ! / r Gp�`" CLIENT 7 / l 00 / '� 5 1 PHASE II: / V 1. TEMPORARILY SEED DENUDED AREAS. t ) \ ,,� / r % % 2. INSTALL '/ � UTILITIES, UNDERDRAINS; STORM SEWERS, CURBS AND f �3&0�__' GUTTERS. / I /r 1 3. INSTALL LL RIP RAP AROUND OUTLET STRUCTURES. / 3500 AMERICAN BLVD, SUITE 200 j / f / 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER MINNEAPOLIS MN 55431 C'" '`` / l / /' `. g 10 OVA 19 . w.N ' / � � � / = ,� � � rt o°°'��o,/" � ��` � � ( � � 1 �a9 � 90$• � o ti r // STRUCTURES. ' t - _ r.=; 5 PREPARE SITE FOR PAVING. PROJECT 6. PAVE SITE. Powers Place \ i IE�.•. ` j/ .r' f /'If FSi ..aaa":,..- ".'.ey / P tl l S\ F �•z yr/ ` t{ J{ �U ` �__. /� 7. INSTALL INLET PROTECTION DEVICES. 1 / �.1 ., `f / ,j ; ��" /r,/ // �% / 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND ' / / � PLANTING. PERMANENT SEEDING AND MULCH TO BE LOCATION --, ESTABLISHED WITHIN 72 HOURS OF ROUGH GRADING. ROUGH Il \ �, ,j �` /,�` i ry / Chanhassen MN /'� f" ` { / 4 % �' -� , o GRADING IS COMPLETION OF SITE GRADING BEFORE UTILITY & STREET WORK BEGINS. SHEET 9. REMOVE ALL TEMPORARY • =j �/,. -• � 1 r �— .� r /� 5 � �, � j / � EROSION AND SEDIMENT CONTROL ,... , DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE Erosion Control Plan V� 0 1 \ \ �' �_ 1 l ✓ -- ° r' �„�z' / / rt l�2 \ 9° ' CONTRACT. `` i' _.._,� _ f f' -;` _ � = i Y`�( Jt '. «' 1 ( S =i �` / /�,i� ��f*°''� I °,�� / ,: / 1� / `1 f t � Pt�"�^ 77/ P ;, \ ,: ,, , t ;, f ,f _ y , /� CONCRETE SUP ARE REQUIRED TO HAUL ALL CONCRETE \ WASTE AN B 92 � I \ � D WASH OFFSITE. '00007 Of S 1 1 -, _07 RE=8g >` /r✓ 1fNE 9933..9 56 / / 1 �g City Submittal "': �''� a�.��X 9�' $9��1 � � EROSION CONTROL MATERIALS QUANTITIES PHASE 1 / / T o _ ? — �\ \.\ t• ..ip` t�t �r r3 % �f� /� I 1 J _o819S6 �.�'�/� t/ — lo" _. �� \ , \ / e .pv. -• �� '� �` � � � '° ( / j / f /Jf / 1 t 1 1 1 ,/1 1/ % Y � � 1 � � � � I f r �� 9�. V / I 69° \ �a9a s 9�. 9�� R� �9� $9�9� '� ITEM UNIT QUANTITY REVISION q g/13/13 CITY SUBMITTAL HEAVY DUTY SILTFENCE LINEAR FE ET 1170 SUPER DUTY SILT FENCE LINEAR FEET 2000 CONSTRUCTION ENTRANCE EACH � t - "� 9c�.° X96 30" RCP B 923. `\,�� ._ -- --� t P ( ( ( t / / J $ > CL5 SA I AR S .., .,- { �% 1 1 \ ! / LEGEND MET COUNCIL INTERI3PTOR / r �" a9�� • a9°s HEAVY DUTY SILT FENCE PR (VI = CL iNG IMI S ` // / f ` ITY EWE °°° ° �� -. °` / ( O E DIS R� ��' s9� 90� SUPER DUTY SILT FENCE b C3 a9 TEMPORARY STONE CONSTRUCTION I HEREBY CERTIFY THAT THIS q" ENTRANCE PLAN, SPECIFICATION OR REPORT WAS PREPARED BY T OR UNDER MY DIRECT ME INLET PROTECTION DEVICE -° _ .--� -` / / 1 { t I :':':Q:':: SUPERVISION AND THAT I AM A \ ` J All a9 DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. If $ `�✓ � David Nash �6 f $9 /X DATE 9/ 1 3/ 2013 r REGISTRATION N UMBER 21836 9l \� �`,.. ~`~ l �' � �` '°" -••v._ W/"' � � � r'' � � ''� � '`�� -f f ff � w� '�$9 9ti• .�9 � i_. DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -0 57.1 ,r--; -R== o` lin of-tu 9ti.y SHEET NUMBER_ ~ — CHA-N —S 'CA NESS- , $ �l r I X > -- r 0 50 100 SCALE IN FEET I � I A.I no STEEL FENCE POST (T- POST), MINIMUM T LONG, 6' MAXIMUM SPACING. I POST NOTCHES TO FACE AWAY FROM FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886 -1. 1 ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. LAAFABRIC IN THE TRENCH, BACKFILL WITH NATURAL SOIL, AND COMPACT WITH LIGHT EQUIPMENT PRIOR TO PLACEMENT OF THE POSTS. DIRECTION OF SURFACE FLOW 6" 6" NOTES: 1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 3600. 2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE LIMITATIONS, WET SOILS, STEEP SLOPES, ETC. 0 1 C403 SILT FENCE HEAVY DUN SILT FENCE 24" MINIMUM I POST EMBEDMENT 0 STEEL FENCE POST (T- POST), MINIMUM T LONG, 8' MAXIMUM SPACING. OVERLAP GEOTEXTILE FABRIC 6" AND FASTEN AT T INTERVALS. ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. DIRECTION OF SURFACE FLOW EXTEND WIRE MESH INTO TRENCH V — 6.. I INOTE: ATTACH FABRIC TO WIRE MESH AND SUPPORT POSTS WITH RINGS OR WIRE TIES. 2 NOT TO SCALE 0403 WATTLE BIOROLL WEIR TRASH ' GUARD BOTTOM OF FES 6" OR 12" BIOROLL - OL ROCI & FABRIC WEIR U - 1 4 U I 1/2 1U � SECURED INSIDE FES WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES r Or FLARED END SEDIMENT TRAP ROCK WEIR /WATTLE ROLL REVISED' 2 -13 ENGINEERING DEPARTMENT PLATE NO.. 5302E FILE NAME: G:\ENG\SPECST5302A 0 1 FES SEDIMENT TRAP ROCK WEIRIWATTLE ROLL C403 I. ROCK WEEPER MNDOT TYPE 9 MULCH (1Y2" WASHED ROCK) DIRECTION OF SURFACE FLOW SILT FENCE SUPER DUTY SUPER DUTY SILT FEND TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6 ", 11 GAUGE METAL STAPLES AT 4' INTERVALS 6 -12" >1.5 //� 1 F_/ 24" MINIMUM POST EMBEDMENT f VARIES DEPENDING ON FLOW CONDITIONS 0� 1 1"-2" CLEAN CRUSHED ROCK J DSO o 0 Sp, FtipT��cT 0 6 "MIN.DEPTH FOR ROCK ��' O,Q 10 "MIN.DEPTH FOR WOODCHIPS I 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC 1 W1 T or, ROCK CONSTRUCTION ENTRANCE REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME: G: \ENG \SPECS \5301 3 NOT TO SCALE �4O / LSTAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS MNDOT TYPE 9 MULCH (1 Y2" WASHED ROCK) II. B10 WEEPER STAPLE DOWNSTREAM 6 -12" SIDE OF FABRIC AT 2' I I INTERVALS >1.5 1 DIRECTION OF 1 '/ / \ \ \\ ONAFLOW CONDITIONS SURFACE FLOW I�IIII� TER TYPE IV GEOTEXTILE FABRIC MNDOT TYPE 9 MULCH ANCHORED IN 6" X 6 TRENCH (1 Y2" WASHED ROCK) WITH 6 ", 11 GAUGE METAL STAPLES AT 4' INTERVALS 6" TO 8" DIAM. WATTLE WITH 36" LONG NOTE: POSTS DRIVEN 24" INTO GROUND AT 30 SPACING— HEIGHT IN FEET X 100 DEGREE ANGLE ALONGSIDE THE WATTLE 4' O.C. ALONG ENTIRE WATTLE LENGTH SLOPE GRADIENT 1 ffff OF WEEPER DITCH CHECK / DITCH CHECK WITH WATTLE REVISED: 2 -10 ENGINEERING DEPARTM NT PLATE NO.: 5302H FILE NAME: G: \ENG \SPECS \5302H 6 WEEPER DITCH CHECK/ DITCH CHECK WITH WATTLE NOT TO SCALE C403 NOT TO SCALE ROCK CONSTRUCTION ENTRANCE WIRE MESH REINFORCEMENT, STD. FIELD DATE 9113/ 2013 FENCE, MIN 30" HIGH, ' 1.5" AC WEAR COURSE CHECKED BY MAX MESH SPACING 6" AND DJN DATE MIN 14 z GAUGE WIRE. (MVWE35035B) - MNDOT 2360 (MVWE35035B) - MNDOT 2360 GEOTEXTILE FABRIC PER MNDOT TABLE 38j6 -1 (MACHINE SLICED) - OVERLAP TOP PLACE TACK COAT (MNDOT 2357) PLACE TACK COAT (MNDOT 2357) 6" F FABRIC AND FASTEN TO WIRE MESH AT 2' INTERVALS WITH RINGS OR WIRE BETWEEN LIFTS TIES. 2.5" AC BASE COURSE ATTACH WIRE MESH TO POSTS WITH MINIMUM 3 (MVNW35030B) - MNDOT 2360 U- JHAPED WIRE FASTENERS 12" CLASS 5 AGGREGATE BASE - 8" CLASS 5 AGGREGATE BASE - PER POST. MNDOT 3138 100% CRUSHED MNDOT 3138 100% CRUSHED FABRIC ANCHORAGE TRENCH, LIMESTONE LIMESTONE BACKFILL NCH WITH TAMPED 12" SELECT GRANULAR BORROW 12" SELECT GRANULAR BORROW NATURAL SOIL AND COMPACTED SUBBASE DIRECTION OF SURFACE FLOW EXTEND WIRE MESH INTO TRENCH V — 6.. I INOTE: ATTACH FABRIC TO WIRE MESH AND SUPPORT POSTS WITH RINGS OR WIRE TIES. 2 NOT TO SCALE 0403 WATTLE BIOROLL WEIR TRASH ' GUARD BOTTOM OF FES 6" OR 12" BIOROLL - OL ROCI & FABRIC WEIR U - 1 4 U I 1/2 1U � SECURED INSIDE FES WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES r Or FLARED END SEDIMENT TRAP ROCK WEIR /WATTLE ROLL REVISED' 2 -13 ENGINEERING DEPARTMENT PLATE NO.. 5302E FILE NAME: G:\ENG\SPECST5302A 0 1 FES SEDIMENT TRAP ROCK WEIRIWATTLE ROLL C403 I. ROCK WEEPER MNDOT TYPE 9 MULCH (1Y2" WASHED ROCK) DIRECTION OF SURFACE FLOW SILT FENCE SUPER DUTY SUPER DUTY SILT FEND TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6 ", 11 GAUGE METAL STAPLES AT 4' INTERVALS 6 -12" >1.5 //� 1 F_/ 24" MINIMUM POST EMBEDMENT f VARIES DEPENDING ON FLOW CONDITIONS 0� 1 1"-2" CLEAN CRUSHED ROCK J DSO o 0 Sp, FtipT��cT 0 6 "MIN.DEPTH FOR ROCK ��' O,Q 10 "MIN.DEPTH FOR WOODCHIPS I 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC 1 W1 T or, ROCK CONSTRUCTION ENTRANCE REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME: G: \ENG \SPECS \5301 3 NOT TO SCALE �4O / LSTAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS MNDOT TYPE 9 MULCH (1 Y2" WASHED ROCK) II. B10 WEEPER STAPLE DOWNSTREAM 6 -12" SIDE OF FABRIC AT 2' I I INTERVALS >1.5 1 DIRECTION OF 1 '/ / \ \ \\ ONAFLOW CONDITIONS SURFACE FLOW I�IIII� TER TYPE IV GEOTEXTILE FABRIC MNDOT TYPE 9 MULCH ANCHORED IN 6" X 6 TRENCH (1 Y2" WASHED ROCK) WITH 6 ", 11 GAUGE METAL STAPLES AT 4' INTERVALS 6" TO 8" DIAM. WATTLE WITH 36" LONG NOTE: POSTS DRIVEN 24" INTO GROUND AT 30 SPACING— HEIGHT IN FEET X 100 DEGREE ANGLE ALONGSIDE THE WATTLE 4' O.C. ALONG ENTIRE WATTLE LENGTH SLOPE GRADIENT 1 ffff OF WEEPER DITCH CHECK / DITCH CHECK WITH WATTLE REVISED: 2 -10 ENGINEERING DEPARTM NT PLATE NO.: 5302H FILE NAME: G: \ENG \SPECS \5302H 6 WEEPER DITCH CHECK/ DITCH CHECK WITH WATTLE NOT TO SCALE C403 NOT TO SCALE ROCK CONSTRUCTION ENTRANCE C403 NOT TO SCALE DATE 9113/ 2013 1.5" AC WEAR COURSE ' 1.5" AC WEAR COURSE CHECKED BY DMS /BMJ DJN DATE PROJECT # (MVWE35035B) - MNDOT 2360 (MVWE35035B) - MNDOT 2360 I PLACE TACK COAT (MNDOT 2357) PLACE TACK COAT (MNDOT 2357) BETWEEN LIFTS BETWEEN LIFTS 2.5" AC BASE COURSE 2.0" AC BASE COURSE (MVNW35030B) - MNDOT 2360 (MVNW35030B) - MNDOT 2360 12" CLASS 5 AGGREGATE BASE - 8" CLASS 5 AGGREGATE BASE - MNDOT 3138 100% CRUSHED MNDOT 3138 100% CRUSHED LIMESTONE LIMESTONE 12" SELECT GRANULAR BORROW 12" SELECT GRANULAR BORROW AND COMPACTED SUBBASE AND COMPACTED SUBBASE NOTE: 1. CROSS - SECTION 1. CROSS - SECTION TO BE VERIFIED BY SOILS ENGINEER. 6 LIGHT DUTY BITUMINOUS PAVING C403 NOT TO SCALE C403 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN_LJADS AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A AWS STRUCTURAL WELDING CODE - STEEL. D1.1 -94. SAFETY FACTOR N/A 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0,707 CFS ® 3" HEAD MAXIMUM OVERFLOW RATE 5.94 CFS ® 15' HEAD MODEL #C 7L TER ASSEMBLY JRB BOX .7 NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. Ifff or CATCH BASIN fflmsm SEDIMENT TRAP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: 5302A FILE NAME: G: \ENG \SPECS \5302A 4 CATCH BASIN SEDIMENT TRAP C403 4" NON - REINFORCED CONCRETE PAVING - SPEC. 2301 4" CLASS 5 AGGREGATE BASE - MNDOT 3138 100% CRUSHED LIMESTONE COMPACTED SUBBASE NOTE: 1. SIDEWALK CONTROL JOINTS SHALL BE LOCATED 5 FT ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. 2. CROSS- SECTION TO BE VERIFIED BY SOILS ENGINEER. ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs - eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952 - 227 -1100 Fax: 952 -227 -1110 www.cl.chanhassen.mn.us Civil Plans CLIENT M P R 0 P ERTI ES 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Grading and Erosion Control Details City Submittal # DATE REVISION A 9/13113 CITY SUBMITTAL 8 CONCRETE SIDEWALK C403 NOT TO SCALE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 C403 #5 BARS @ 12" O.C. BOTH WAYS 3" CLEARANCE 8" REINFORCED CONCRETE PAVING - SPEC. 2301 12" CLASS 5 AGGREGATE BASE - MNDOT 3138 100% CRUSHED LIMESTONE 12" SELECT GRANULAR BORROW AND COMPACTED SUBBASE NOTE: 1. CROSS - SECTION TO BE VERIFIED BY SOILS ENGINEER. CONCRETE PAVEMENT David Nash DATE 9113/ 2013 REGISTRATION NUMBER 21836 ' 1.5" AC WEAR COURSE CHECKED BY DMS /BMJ DJN DATE PROJECT # (MVWE35035B) - MNDOT 2360 2013 -057.1 PLACE TACK COAT (MNDOT 2357) BETWEEN LIFTS 2.5" AC BASE COURSE (MVNW35030B) - MNDOT 2360 12" CLASS 5 AGGREGATE BASE - MNDOT 3138 100% CRUSHED LIMESTONE 12" SELECT GRANULAR BORROW AND COMPACTED SUBBASE NOTE: 1. CROSS - SECTION TO BE VERIFIED BY SOILS ENGINEER. 7 HEAVY DUTY BITUMINOUS PAVING C403 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN_LJADS AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A AWS STRUCTURAL WELDING CODE - STEEL. D1.1 -94. SAFETY FACTOR N/A 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0,707 CFS ® 3" HEAD MAXIMUM OVERFLOW RATE 5.94 CFS ® 15' HEAD MODEL #C 7L TER ASSEMBLY JRB BOX .7 NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. Ifff or CATCH BASIN fflmsm SEDIMENT TRAP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: 5302A FILE NAME: G: \ENG \SPECS \5302A 4 CATCH BASIN SEDIMENT TRAP C403 4" NON - REINFORCED CONCRETE PAVING - SPEC. 2301 4" CLASS 5 AGGREGATE BASE - MNDOT 3138 100% CRUSHED LIMESTONE COMPACTED SUBBASE NOTE: 1. SIDEWALK CONTROL JOINTS SHALL BE LOCATED 5 FT ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. 2. CROSS- SECTION TO BE VERIFIED BY SOILS ENGINEER. ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs - eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952 - 227 -1100 Fax: 952 -227 -1110 www.cl.chanhassen.mn.us Civil Plans CLIENT M P R 0 P ERTI ES 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Grading and Erosion Control Details City Submittal # DATE REVISION A 9/13113 CITY SUBMITTAL 8 CONCRETE SIDEWALK C403 NOT TO SCALE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 C403 #5 BARS @ 12" O.C. BOTH WAYS 3" CLEARANCE 8" REINFORCED CONCRETE PAVING - SPEC. 2301 12" CLASS 5 AGGREGATE BASE - MNDOT 3138 100% CRUSHED LIMESTONE 12" SELECT GRANULAR BORROW AND COMPACTED SUBBASE NOTE: 1. CROSS - SECTION TO BE VERIFIED BY SOILS ENGINEER. CONCRETE PAVEMENT David Nash DATE 9113/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER NOT TO SCALE ' UTILITY NOTES I((_ 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, ( ON IS MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION .THE i i }NYy H N � I � _(' � NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE N j� ._ CONTRACTOR MUST CALL THE APPROPRIATE UTILITY ' CB #602 ; =� -'1 ij _ k. ( COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO "' ENGINEERING 3PIP- tNE POST,---- REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE 4 M _ -- MAR R 150 THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE SURVEYING r _ t, 8 ,)NE TAP ( Vl({ -3' SUMP WITH ATE VA VE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PIPELINE ENVIRONMENTAL I ..._ ' E ° ;a PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE 3 M°f HDPE @ 0.50% PLANNING OBTAINED SHALL BE Ed LOCATIONS OF SMALL UTILITIES I NED BY THE - _ CBM ox� CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT EVS, INC. ..__. AS =92 i (651) 454 -0002. ° I j _`; } RED 10250 Valley View Road, Suite 123 PIPELINE „PVC =924. GTE': Eden Prairie, Minnesota 55344 ' 8 2. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH ;.. i MARKER 226' , IN - 1.15 LVE ., ', - Phone: 952 - 646 -0236 W/ 3' SUMP I GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE 11 ° I Fax: 952-646-0290 �? 8" BEND vC ,1 I CONTRACTOR SILL BE SOLELY AND COMPLETELY www.evs -en com 3g%. P 8 31 -12 HDPE @ 0.50 /0 1 RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, g' STUB #500 CB #507 FES #600 VALV I I INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT �t INV (W)= 932.00 RIM= 937.10 INV (N) =9 " WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 2 0( 12' -6" PVC NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR City of Chanhassen, MN " THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF 7700 Market Blvd JG HYD & GV 6 CY`RIPRAP > 0D THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO Q 34' -24 P ,� STRET PO Box 147 INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S Chanhassen MN 55317 8" BEND - �� 6 °lo @ 0.500° � � SIGN . , 077 < D ' SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION Phone: 952 - 227 -1100 �@ Z� CBMH #502 1" \AV p. �% ' SITE. Fax: 952 - 227 -1110 HYD & GV CBMH #501 �. www.ci.chanhassen.mn.us w ' U RIM= 940.60 .''- RIM= 939.40 t N m I 3. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE 7a- INV (W)= 933.52 >> INV (SW)= 932.37 a'� O ; 1 DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED *PIPELINE g" GV INV (NE _ . • INV (E)= 932.17 ! I IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 _ MARKER 8" PvC !z ; ' € INCHES OF TOPSOIL PLACED BENEATH THE SOD. T/W 938.0 CBMH #503 , 1321 ✓' *PIPELINE a% L' `= GATE i RIM= 940.60 vC ► m r VALVE ;% ' i{ I 4. SEE PLUMBING PLANS FOR EXACT LOCATION OF UTILITY B/W 937.5 MARKER , 8 P „ 1 J �- y �0 STUB #404 T/W 936.0 INV (W)= 935.32 78- H 1 >> 20p'18 INV (S)= 929.00 ENTRANCES INTO BUILDING. Civil Plans BM 930.0 CBMH #504 INV (E)= 935.32 :i•: ' `J � - LAMP' __ I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RIM= 940.60 r # Posr; AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS , ° E--- LINE (W)=93 INV 6.52 > �,-J - ►`' 10' -15" HDPE 0.50% /0 40' -8" PVC 8" BEND BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, ARKER INV (E) =93 1 T/W 936.0 MECHANICAL 34' -8" PVC .� FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF ��•_ - CBMH #505 P J t ROOM RIM 943 00 TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES vC t 8 BEND _ z; ^ SHALL CONFORM TO APPROPRIATE MINNESOTA CLIENT B/W 929.0 RIM= 940.60 3�.g j 40 ; INV (N)= 928.95 t DEPARTMENT OF TRANSPORTATION STANDARDS. , INV (W)= 937.52 t t v �. CB #506 > �� - �' 7 INV (S)= 926.45 1 V7 INV (E)= 937.52 a RIM= 940.85 0.50 0 ✓ �� _ 4' ° O 6. CONTRACTOR SHALL INSTALL 4" DRAINTILE (20' LENGTH IN 2 T '' E @ / , ; ,r.� i INV (E)- 937.90 1 > ' P t 8 ,. BEND Z OR 4 DIRECTIONS) AT ALL LOW POINTS. `J HYD & GV co RTC "BENDS 29' -8" PVC �� -� (TYPA EE NOTE DRAINTILE 2 „ VC 7 CONSTRUCTED WITH WITH SEDIMENT TRAP SECTIONS PER DEOTAIL 5/C403. T/W 930.0 HYD & GV , t PVC ,O Q 3500 AMERICAN BLVD, SUITE 200 t ► ,,� Q y t C' MINNEAPOLIS, MN 55431 B/W 930.0 76' -15" HDP @x.50% ''� cb STREET 1 co N SIGN MATERIAL NOTES �- 8E1 f r PROJECT ,- „ 1 STMH #401 V ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM PVC g46• 1 RIM= 919.07 ;` �- Powers Place _-� FE 1 SPECIFICATIONS EXCEPT AS MODIFIED HERIN. �-� 8" BEND 1 INV (N)= 915.50 i ' Y °y 1T -8" PVC PvC INV (S)= 902.62 r 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS CBMH #3 OF THE CITY. LOCATION. FIRE DEPARTMENT 8" BEND F�I - 43.51 24' -15" HDPE @ 0.50% f 2. ALL SANITARY SEWER TO BE PVC SDR -35 FROM 0' -18' DEEP HYD & GV i WITH SOLID COPPER TRACER WIRE OR SDR -26 FROM >18 --�'" CONNECTION ,_ „ INV (E =�38 98 °° FES #400 �` Chanhassen, MN --w V 6'-6" PVC I V� W, = 93748`; 0.40 CB #302 INV (N)= 902.50 DEEP, UNLESS NOTED OTHERWISE. 38'-8" PVC 1.00% !' )) c E @' o ? 3. ALL WATERMAIN TO BE PVC 900, WITH 7.5 FEET MINIMUM a-� @ 1 1 7,_12 HDP RIM= 943.51 37'-15" HDPE @ 2.50% SHEET mod, INV (W)= 939.61 P COVER. SANITARY SERVICE ° osT - 4. ALL STORM SEWER PIPE TO BE HDPE, UNLESS NOTED N INV(W)= 926.00 8" BEND 0•, P C\ 1 38 -12 HDPE @4.00% ST Y r =' OTHERWISE. Utility Plan SA "104 (VERIFY ELEVATION ON PLUMBING PLAN) 40 8 PVC 1 �EFtvP GATE RI =9 3.86 S- TORMwA STUB #300 INV(E = X25.62 CB #303 INV (E)= 936.00 )TJW� §•7 _ LEGEND STUB #200 RI 4 .5 INV (SE)g g.0 _ . 910. IN 9 60 36' -8" PVC EI�D INV (W)= 935.75_ � >> 20 CY RIPRA T/W 921.0 �, T ' B , 1 44 B 904. _ ✓ 59 1 HDP� 2.50% T/W 9 ,'' FES #111 i i - 1l'_ B/W 921.0 ,,.. � 21 -6 PVC �' @ � INV S)1-932 > 34' -15" HDPE @ 0.5'0% -- - _ - I HYD & GV -:: CBM � � 355,.15 HD > �� ° INV (SW)= 902.00 M= 943.52 32 -15 HDPE @ 0.50 /0 ;% ! EXISTING WATERMAIN Td11 >> CBMH #110 ) DPE 3.6 E �.. \ 8„ PvC , INV ( 3.5 s RIM = 903_01 �\ > City Submittal 340" N =375 >> POWER INV (NE)- 901.08 EXISTING SANITARY SEWER CBM #201 T/W 920.0 0 1 R 43.51 o IGN o PROPOSED GATE VALVE BOX RoAO INV (SW)= 898.81 �\ B/W 918.0 o ox W/ 3 SUMP 8 GV 1,50 W)= 936.03 8 15 RCP STMH #103 CO f ti 1 HOPE @ INV S = 936.03 /o = FES #100 -; % - o PROPOSED HYDRANT 2 -12 O RIM 939.18 INV NE = 895.30 Q \_36-15" HDPE @ 1.00 /o t� # DATE REVISION T/W 925.0 @@ 0 INV (E)= 935.83 INV (N)= 931,�> 10 CY)RIPRAP %� : >' .'�� ` B/W 920.0 > r ��L o- 8" BENDS 49' -12" RCP CB #210 IN (P= 926.85 PROPOSED WATERMAIN A 9/13/13 CITY SUBMITTAL CB #203 @ 1.50% RIM= 939.91 RIM= 943.52 IN ,193 .76 0 PROPOSED SANITARY MANHOLE N NV (E)= 940.53 l' CBMH #101 \` V RIM= 902.58 > PROPOSED SANITARY SEWER INV (NE)= 898.46 INV (NW)= 899.33, p PROPOSED STORM SEWER MANHOLE T/W 923.0 W/ 3' SUMP 5.46 BAN 923.0 APPROXIMATE CLEARING LIMITS fj PROPOSED STORM SEWER CATCH BASIN 30 RCP CL5 SANITARY SEWER FOR SANITARY SEWER ,fir » PROPOSED STORM SEWER MET COUNCIL INTERCEPTOR APPROXIMATE WETLAND AREA STORMWATER VAULT NOTES (NOT TO BE DISTURBED) /v £/ 1. BOTH VAULTS ARE 8.0' IN HEIGHT WITH AN ASSUMED 94% VOID RATIO . 6% FOR INTERNAL STRUCTURE OF VAULT CONNECT TO EXISTING MANHOLE / RATIO ( 6% I HEREBY CERTIFY THAT THIS WITH PVC INSIDE DROP. w "" " ...... VAULT #1 PLAN, SPECIFICATION, OR �' RIM = 901.26 (PER 1987 AS- BUILT) ` � •• % 1. 49'x140' REPORT WAS PREPARED BY ME EX. INVERTS = 884.01 (30" RCP) J OR UNDER MY DIRECT DROP INV(N)=907.90 ^` /" / 2. BOTTOM INVERT = 929.00; TOP INVERT = 937.00 SUPERVISION AND THAT I AM A % 3. OUTLET CONTROL IS WITHIN STMH #103, DETAIL 7 ON SHEET DULY LICENSED PROFESSIONAL C604. ENGINEER UNDER THE LAWS OF CONTRACTOR TO VERIFY i, 4. BOTTOM 3.0' OF VAULT IS FOR DEAD STORAGE AND INVERTS AND LOCATION `W ^� IRRIGATION SUPPLY. THE STATE OF MINNESOTA. ' 1 VAULT #1 & 1. 49'x168' , ~' David Nash �- 2. BOTTOM INVERT = 926.00; TOP INVERT = 934.00 s 'f, 3. OUTLET CONTROL IS WITHIN STMH #403, DETAIL 8 ON SHEET DATE 9/ 13/ 2013 t ,i. C604. REGISTRATION NUMBER 21836 4. BOTTOM 3.0' OF VAULT IS FOR DEAD STORAGE AND IRRIGATION SUPPLY. 0 ; DRAWN BY CHECKED BY DMS /BMJ DJN X35 t DATE PROJECT # r 9.13.2013 2013 -057.1 v _ :.C)_� I:��::� SHEET NUMBER ri �I <AS ."'Kr U;, . 100 � SCALE IN FEET NOTES: 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. $ = 45' Minimum. 5. Place polyethylene between concrete I& pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal $ - See no BUTTRESS DIMENSIONS PIPE 22 1/2* BEND 45' BEND 90' BEND /TEE SIZE B1 D1 B2 D2 B3 D3 6" V -5" 1' -5" V -5" V -5" 2' -1" 1' -6" 8" V -5" V -5" 2' -1" V -6" 2' -8" 2' -0" 12" V -10" 1' -10" 3' -4" 2' -0" 4' -9" 2' -6" 16 3' -0" 2' -0" 3' -10" 3' -0" 6' -2" 3' -6" 20" 3' -6" 2' -8" 5' -6' 3' -4" 8' -4" 4' -0" 24" 4' -4" 3' -0" 6' -10" 3' -10' 9' -8" 5' -0" 30 - - 9' -3" 6' -0" 17' -0' 6' -0" 0 PLAN 90' BENDS PLAN 45' BENDS Variable 3 Min. 8 - See ^ ^ {^ ^ II CONCRETE SHALL BE IN CONTACT WITH - THIS QUADRANT 90. i ;c2oc OF PIPE ° ° 1 BEDDING MATERIAL a UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 22 1/2' BENDS 0ir CONCRETE M =-SRI THRUST BLOCKING REVISED: 2-08 ENGINEERING DEPARTMENT PLAT NO., 1002 FILE NAME: G: ENG SPECS 1002 1 CONCRETE THRUST BLOCKING C601 etween Frame Mo1111U1U UU�uiiy U11U MUJuSUny And Rings Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be ° Neenah R- 19811J, 16" on center. ° Steps Shall be on Downstream Side Unless Pipe Diameter is ° 18" or Larger All joints - in - m-renhole to have "O "ring rubber gaskets. Infi - shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole 4' -0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush m 5,> with inside face of wall. a Kor -n -seal reluired. Vl Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. B NOTE: 1. Kor -n -seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. F STANDARD MANHOLE EWE SED:2 -13 PLATE NO.: 2101 ENGINEERING DEPARTMENT NAME: G: ENG SPECS 2101 1 Add Mastic B t HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY MARKER TO BE 5 FOOT IN LENGTH SPRING MOUNTED FOR SIDE MOUNT APPLICATION, RED & WHITE IN INSTALL MAGNETIZED COLOR REFLECTIVE FIBERGLASS CONSTRUCTIO1 TRACER BOX (SNAKE PIT) AS NEEDED PER DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 2.0% 1 1 /2" - -' 3' 2' HYDRANT SHOE AND BARREL SHALL BE Q AS REQUIRED PLASTIC WRAPPED :E TYPIOCAL PER SECTION 2.03a. n z i� 6 "CL 52 DIP 6 "CL 52 DIP 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) 18 "X18 "X5" fNCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. WT OF TYPICAL M M-E HYDRANT INSTALLATION REVISED: 3-13 PLATE NO.: 1 004 ENGINEERING DEPARTMENT FILE NAME: G: ENG SPECS 1004 2 NOT TO SCALE C601 C601 1 STANDARD MANHOLE Pipe Opening Allows up to 12" diameter pipe 21.26" Top Section Tongue Allows up to 12" variablity o .0 rn r 0 C �l ~ �0 Q J Transition Section Sweep Section HYDRANT INSTALLATION Tol Acces; ML Fa: Lul 11.00" o% NOT TO SCALE IntraFlow Inside Drop System Standard Details P.O. Box 430 e 30622 Forest Blvd • Stacy, MN 55079 • Ph: 651.462.) 130 NOT TO SCALE 0601 SANITARY SEWER INSIDE DROP late # IntraFl -1 Rev. Date: 1 -15 -05 SEG NOT TO SCALE CIY■ I.. DROP LID 7.5' Minimum cover required wATER Tyler No. 6860 Mueller No. H-10361 over top of water main. Bibby- Ste -Croix No. B -5160 Provide Valve Stem Risers To Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To v The Surface Is Greater Than 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H -10361 26" provide 12" of adjustment. Bibby- Ste - Croix No. VB502 27" Tyler No. 6860 Mueller No. H -10357 EXTENSION Bibby- Ste -Croix B -5001 Tyler No. 58 14 Gate valve box, screw type, No. 59 18' 3 piece, 5 1 /4" shaft, size No. 60 24" G box, 7' -6" extended, Mueller No. 58 14 #6 round base N o. 59 20" Bibby- Ste -Croix VB520 No. 57 9" Gate Valve Adapter: 1/4" VB521 No. 58 14 Steel With Protective VB522 No. 59 20" Coating, 1/2" Rubber VB523 No. 60 26" Gasket Installed Betweln The Gate Valve And Gate Valve Adapter. BOTTOM Tyler No. 6860 65" Mueller No. H -10361 65" Mueller or American Bibby- Ste -Croix No. VB516 60 Flow Control 60 Resiliant Wedge Valve Valve and Box to be 1 Conforming to AWWA C- 515 -80 Standards plastic wrapped per With All Stainless BASE section 2.03a Steel Nuts & Bolts. 18 "X18 "X8" Concrete Block rf� flu TYPICAL GATE VALVE AND BOX INSTALLATION REVISED: 2- s PLATE No.. ENGINEERING DEPARTMENT 1006 FILE NAME: G: ENG SPECS 1006 3 C601 GATE VALVE /BOX INSTALLATION ONE EXTRA BAR IN BOTTOM A I I I -I �_ I A II II �� 27" ( I f 4 1 -1 TWO EXTRA BAR IN BOTTOM PLAN OF COVER COVER DIA. K 27" a MANHOLE DIA. z SECTION A- A C1�O MANHOLE APMAD Sal TOP SLAB REVISED: 1 -10 ENGINEERING DEPARTM NT PLATE No.. 2108 FILE NAME: G: ENG SPECS 2108 7 C601 MANHOLE TOP SLAB CRETE BLOCK (TYP.) Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES I:. 1 HYDRANT LEADS I �1 l u I BENDS COVER REQUIRMENTS NOTES: REGISTRATION NUMBER 21836 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. CHECKED BY 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES DJN MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED TOP BARS USING A BITUMINOUS COAL TAR COAT SUPPLIED BY 48" 58" 1140 LBS. 6" 6" NO. 5@ 6" MEGALUG I 54" 65" 2000 LBS. 8" 6" NO. 5@ 6" FILE NAME: G:\ENG\SPECS\1009 60" 72" 2525 LBS. 8" 7" NO. 5@ 4" NO. 3@ 6" 66" 79" 3105 LBS. 8" 7" N0. 5@ 4" NO. 3@ 6' 72" 86" 3740 LBS. 8" 8" N0. 56 4 N0. 3@ 6 78" 93" 4403 LBS. 8" 8" N0. 5@ 4" NO. 3@ 4" 84" 100" 5710 LBS. 8" 9" NO. 5@ 4" NO. 3@ 4" 90" 106" 5840 LBS. 8" 9" N0. 5@ 4" NO. 3@ 4" 96" 113" 1 6680 LBS. 8" 9" NO. 5@ 4 NO. 3@ 4" 102" 119" 1 7450 LBS. 8" 9" NO. 5@ 4" NO. 3@ 4" C1�O MANHOLE APMAD Sal TOP SLAB REVISED: 1 -10 ENGINEERING DEPARTM NT PLATE No.. 2108 FILE NAME: G: ENG SPECS 2108 7 C601 MANHOLE TOP SLAB CRETE BLOCK (TYP.) Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES I:. 1 HYDRANT LEADS C601 l L� "1 /1 BARRIER" IN MANHOLE RING AS MANUFACTUF BY "STRIKE PRO OR APPROVED E PRECAST, BLOCK, 0 BRICK MANHOLE C01 CORBEL 6A AKILJnI cI FRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE IFI- SHIELD EXTERNAL SEALS T BARREL AND CONE �:,tCTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227 -1300. Ur I & BARRIER REVISED:1 -10 ENGINEERING DEPARTM NT PLATE NO.. 2109 FILE NAME: G: ENG SPECS 2109 8 INFLOW /INFILTRATION BARRIER C601 ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952 -227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans CLIENT T } P R 0 P E RTC 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details A 9113/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash I �1 l u I BENDS DATE 9113/ 2013 NOTES: REGISTRATION NUMBER 21836 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. CHECKED BY 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES DJN AND HYDRANTS. PROJECT # 3. THRUST BLOCKING AT ALL TEES, BENDS, AND 2013 -057.1 AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. Cfff o TYPICAL MEGALUG I LOCATION IREVISED: 3-09 PLATE ENGINEERING DEPARTMENT NO.. 1009 FILE NAME: G:\ENG\SPECS\1009 4 MEGALUG LOCATION C601 l L� "1 /1 BARRIER" IN MANHOLE RING AS MANUFACTUF BY "STRIKE PRO OR APPROVED E PRECAST, BLOCK, 0 BRICK MANHOLE C01 CORBEL 6A AKILJnI cI FRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE IFI- SHIELD EXTERNAL SEALS T BARREL AND CONE �:,tCTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227 -1300. Ur I & BARRIER REVISED:1 -10 ENGINEERING DEPARTM NT PLATE NO.. 2109 FILE NAME: G: ENG SPECS 2109 8 INFLOW /INFILTRATION BARRIER C601 ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952 -227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans CLIENT T } P R 0 P E RTC 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details A 9113/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9113/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER •01 I Use MNDOT 3149.2A Granular Borrow I,II, I VARIES iii Use MNDOT 3149.2H - Course Filter Agg. (Pipe Foundation Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Pipe Dia. x 0.5 Min. I "Dia" Denotes outside diameter of pipe I NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter Aggregate. 0 O PIPE BEDDING IN POOR SOILS REVISED: 1 -10 ENGINEERING DEPART. .PLATE, No.: 2201 FILE NAME: G: ENG SPECS 2201 MENT 1 C602 a BEDDING IN Co9mpacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density I L — Varies i ( > _ I I— III —Iii III — III —III —I 11I I Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CforPIPE BEDDING IN GOOD SOILS RCP & DIP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.. 2202 FILE NAME: G: ENG SPECS 2202 f 2 NOT TO SCALE �6O VARIES It N OTE PIPE SHALL BE CENTERED UNDER INSULATION UNL S OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 1� COVER OVER PIPE — a WIDTH OF INSULATING BOARD — b 5' 5' 6' 3' ff Ur INSULATION M M-SR-1 DETAIL REVISED: 1-10 PLATE NO.: 2205 ENGINEERING DEPART ENT FILE NAME: G: ENG SPECS 2205 5 C602 Ii _100 INSULATION DETAIL PIPE BEDDING IN GOOD SOILS RCP & DIP — Compacted Backfill 12> + + + + + + + + + + + + + + + + + + I -- =1 + + + + + + + + + + + + + + + + + _ _i I1 1_ -1 + + + + + + + + + + + + + + + + + Bc + + + + + Embedment =1 + + + + + 0 -5Bc+ + + + __ Material =1 + + + + + +' + + + + I_ 6» _ + + + + + + + + + _ + + �= -1 + + + + + + + + + + i. ' Foundation - -I If Required ' =1 (see Note 1) "Bc" Denotes outside diameter of pipe I NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3141 course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4 sieve, and less than 10% passing a NO. 200 sieve. WT O PIPE BEDDING FOR P.V.C. PIPE REVISED: 2-10 1 ENGINEERING DEPARTMENT PLATE No.. 2203 FILE NAME: G:\ENGISPECS 2203 3 NOT TO SCALE �6O NOTE: 1— V Grate Shown 2— VB Grate Shown shall be `n used at all low points. 0 Face of Curb IN Direction of Flow PLAf1 Catchbasin casting and grate Neenah R3067 -V or equal Grate to be 2" below 3" radius curb box. gutter grade. 5' transition curb on each P�cast concrete or side of catchbasin. HDPE adjusting rings. Top of Curb Varies Minimum of 2 -2 ", 6 1/2" maximum of 5 -2" Varies concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5„ 3' minimum to 1/2" bed of mortar between each and a 6" thick concrete collar 3" Grout on the outside. 6 "Min. base Doghouses shall be grouted on both the SECTION- NOTES: Inside and outside. 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting' rings. all fir V1 STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED: 2-10 PLATE NO.: FILE NAME: G: ENG SPECS 3101 ENGINEERING DEPARTMENT 3101 - 6 NOT TO SCALE 0602 STORM SEWER CATCH BASIN 2'X 3' NOT TO SCALE PIPE BEDDING FOR PVC PIPE 7 C602 4' DIAMETER CBMH MINIMUM 6" OF 12" O.D. 12" COMPACTED SAND PROPOSED SEWER 18" MIN. SEPARATION 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. 0 WATF- PKAAINI IINInEP QTOPKA c�7ifffi�-Q NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12 PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" aff or WATERMAIN /STORM SEWER CROSSING REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 Fl ME: LE NA G: ENG SPECS 2204 0 0 4 C602 6" THICK CONC COLLAR (TYP.) WATERMAIN /STORM SEWER CROSSING nICCnIA LI O A7A7 GRATE OR ,L CONC. ADJUSTING RINGS (2 ") MIN. 2 MAX. 4 MIN. 1/4" MORTAR BETWEEN CASTING, RINGS & STRUCTURE. MORTAR SHALL MEET MnDOT SPEC 2506.28. FE: VFORCING TO CONSIST OF BARS AT 8" O.C. BOTH WAYS TO BE PRECAST SECTION ,NC. SEWER BLOCK —CAST OPENING AS REQUIRED NC. BASE SHALL BE 6" I _ 3' -7" DIA POURED IN PLACE OR 5" PRECAST SLAB I CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 nor TYPICAL 27 DIAMETER CATCH BASIN REVISED: 2-10 PLATE NO.: FILE NAME: G: \ENG \SPECS \3103 ENGINEERING DEPARTM NT 3103 8 r:Rng 27" CATCH BASIN ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952 - 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans CLIENT .. UNITED' PROPERTIES 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, M SHEET Construction Details 0 City Submittal # DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 1 SHEET NUMBER 24 "x36" slab opening for Neenah -------- !, o R3067 -V or equal o ` Note: 1— V Grate shown 2— VB Grates shall be used at all low points. if Neenah R3067 —V casting and ' ' grate or equal. 6" Conc. collar PLAN Minimum of 2 maximum of 5 -2" concrete adjustment rings with full beds of mortar. -- Precast concrete or �`- HDPE adjusting rings. 6" precast reinforced concrete slab. o Top of barrel section under top slab o to have flat top edge sealed with E 2 beads of Ramnek or equal. �All joints in manhole to have E Varies "0" ring rubber gaskets. 4' -0" Typ. Precast concrete section NOTES: 5„ 1. Doghouses shall be grouted on c both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 4" o.c., Aluminum steps approve •':. Minimum slab thickness, 6" for 14' ' depth. Increase thickness 1" fora (D r ° each 4' of depth greater than 14', and reinforce with 6 "x6" 10/10 mesh. SECTION Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. ' 0 OF TYPICAL 4' DIAMETER ONEE CATCH BASIN MANHOLE REVISED: 2-10 PLATE NO.: ENGINEERING DEPART NT 31 b2 FILE NAME: G: ENG SPECS 3102 7 C602 4' DIAMETER CBMH MINIMUM 6" OF 12" O.D. 12" COMPACTED SAND PROPOSED SEWER 18" MIN. SEPARATION 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. 0 WATF- PKAAINI IINInEP QTOPKA c�7ifffi�-Q NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12 PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" aff or WATERMAIN /STORM SEWER CROSSING REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 Fl ME: LE NA G: ENG SPECS 2204 0 0 4 C602 6" THICK CONC COLLAR (TYP.) WATERMAIN /STORM SEWER CROSSING nICCnIA LI O A7A7 GRATE OR ,L CONC. ADJUSTING RINGS (2 ") MIN. 2 MAX. 4 MIN. 1/4" MORTAR BETWEEN CASTING, RINGS & STRUCTURE. MORTAR SHALL MEET MnDOT SPEC 2506.28. FE: VFORCING TO CONSIST OF BARS AT 8" O.C. BOTH WAYS TO BE PRECAST SECTION ,NC. SEWER BLOCK —CAST OPENING AS REQUIRED NC. BASE SHALL BE 6" I _ 3' -7" DIA POURED IN PLACE OR 5" PRECAST SLAB I CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 nor TYPICAL 27 DIAMETER CATCH BASIN REVISED: 2-10 PLATE NO.: FILE NAME: G: \ENG \SPECS \3103 ENGINEERING DEPARTM NT 3103 8 r:Rng 27" CATCH BASIN ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952 - 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans CLIENT .. UNITED' PROPERTIES 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, M SHEET Construction Details 0 City Submittal # DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 1 SHEET NUMBER PLAN 3" Radius 6" Conc. collar � `_((� c O r7 24 "x36" slab opening for Neenah 3067 -V or equal ATE: 1-1 V Grate shown 2- VB Grates shall be used at all low points. "I - Neenah R3067 -V casting and grate or equal. M' imum of 2 maximum- of 5 c�ncrete adjustment rings with full beds of mortar. Precast concrete or HDPE adjusting rings. ° � 6" precast reinforced concrete slab. Top of barrel section below top slab ° to helve flat top edge sealed with 2 beads of Ramnek or equal. A11 joints in manhole to have "0" ring rubber gaskets. �. o Precast concrete section Manhole steps, Neenah R1981 J or equal, 16" o.c., Aluminum steps approved. Doghouses shall be grouted on -both th� outside and inside. NOTE: No block structures are allowed. Minimum slab thickness, 6" for 14' ° depth. .Increase thickness 1" for each 4' of depth greater than 1.4', and reinforce with 6 "x6" 10/10 mesh. SECTION N drain holes CATCH BASIN �'jjj 0� MANHOLE WITH SUMP REVISED:1 -10 PLATE NO.: ENGINEERING- DEPARTMENT 3104 FlLE NAME: G: \ENS \SPECS \3104 1 C603 �� CATCH BASIN MANHOLE d (IN.) H (IN.) 8 (DEG.) y SIN•) Ys D MIN. MAX. 12 34 130 230 12 Z � > 15 34 130 230 12 18 34 130 230 12 21 44 140 220 12 24 44 140 220 12 27 44 140 220 12 30 54 150 210 12 36 54 150 210 12 8" or 24" 000 O O O �'—' FLt 000 000 H C/L 00� 0 O OO FRONT SIDE SAFL BAFFLE PANEL n NOTE: u�S rmountable Curb & Gutter to be transitioned into a 8618 type at catchbasin. F�� 0 vo�� s�o� a X' r �.� � �� P""P catchbasin Frame &Grate �M, "'r� �� °� Neenah R- 3067 -V or �� °� (o� � 0�5 VB Grate. � ��` 9 � �\�; .r �� . h �p .� A�'° � ^� �.. ��A ..: � � °� � f.`,� � � a�� N h : }' . �; ;,�� '�` Catc basin to be depressed 2 ��' below design gutter line grade. q � Neenah R- 3067 -VB shall be .used � lat all low points. -f� 4� s�o ��% Surmountable Concrete Curb & Gutter �O� CURB CONSTRUCTION. AT CATCH BASIN REVISED:1 -10 ENGINEERING DEPARTN�ENT PLA1iE No.. 31 C� FlLE NAME: G: ENG SPECS 3106 2 NOT TO SCALE C6O3 TOP VIEW OF SUMP I CaLlll�. %" DIA. ANCHOR BOLT CASTING 2" EMBEDMENT 27" INSIDE DIA. 1" x 1" STEEL 27 �� TUBE FRAME NUT W /LOCK I I� H I I WASHER DETAIL A OUTLET � INLET Ys ��;,': Technologies SIDE VIEW OF SUMP I This generic detail does not encompass the sizing, fit, and applicability of the SAFL Baffle for this specific project. It is the ultimate responsibility of the design engineer to assure that the design is in compliance with all applicable laws and regulations. The SAFL Baffle is patent pending technology of the University of Minnesota and Upstream Technologies, Inc. Neither the University of Minnesota nor Upstream Technologies approves plans, sizing, or system designs. t►1110� SAFL BAFFLE STRUCTURE - � STANDARD SUMP MANHOLE W /BAFFLE REVISED:5 -12 PLATE NO.: ENGINEERING DEPARTMENT 3110 FlLE NAME: G: ENG SPECS 3110 SAFL BAFFLE STRUCTURE C 03 u CURB CONSTRUCTION AT CATCH BASIN NOT TO SCALE 6" Distance to � variable 1 /2 r� 3 r 1 2»r / Top Bituminous Material - �.. �3 slope `° : ° 3/4" per ft- p ' .— ° .. ° ° � ° G � \ - o� . ° . . ,. . p ' 8" 18" � MnDOT B618 Concrete- Curb and Gutter 6" Distance to � variable 1 �2 "r� 3 "r 1 �2 "r Top Bituminous Material '..:a, ,�3 slope � � co 3�4 per MnDOT 8612 :.,� . a:. •. '. Concrete .Curb and Gutter M � (\ N �d r \ 8» 1 2 „9 r- NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28 "R 12 "R 16" Top Bituminous Material 68 "R N �' - ... e• I� N Co d \ 17 1 /2" 10 1 /2" � Surmountable Concrete Curb and Gutter 28” 4,. 4,. 1 1 /8 "r Bituminous co Surface Bituminous Curb 6 °' Shoe Forme cv l _ C�O� TYPICAL CURB AND GUTTER REVISED: 3 -10 PLATE NO.: FlLE NAME: c: \ENG \sPECS \5203 ENGINEERING DEPARTM NT 5203 NOT TO SCALE �C603 CURB AND GUTTER I � '►�' 2 - #4 -60 "Long I RIPRAP REQUIREMENTS N NTS NOTE Rebars Each way RIPRAP REQUIRED G GRANULAR F FILTER REQUIRED 12" TO 24" 8 ISOMETRIC � UNDER RIP R RAP AND 2 27" TO 33" 1 14 to 20 CY CL.3 L No Scale 500X MIRAFI � -� c .o .a .0 15' Min. Transition 5' Min. Transition o .� .� � Top of � � °x- Curb 2 a. w - -w -- -,_ - -- - - - - - - -- _,: _ Design gutter line grade 2- #4 -60" LONG Rebars Each. way Frame &Casting SECTION A— A No Scale �O� CURB CONSTRUCTION. AT CATCH BASIN REVISED:1 -10 ENGINEERING DEPARTN�ENT PLA1iE No.. 31 C� FlLE NAME: G: ENG SPECS 3106 2 NOT TO SCALE C6O3 TOP VIEW OF SUMP I CaLlll�. %" DIA. ANCHOR BOLT CASTING 2" EMBEDMENT 27" INSIDE DIA. 1" x 1" STEEL 27 �� TUBE FRAME NUT W /LOCK I I� H I I WASHER DETAIL A OUTLET � INLET Ys ��;,': Technologies SIDE VIEW OF SUMP I This generic detail does not encompass the sizing, fit, and applicability of the SAFL Baffle for this specific project. It is the ultimate responsibility of the design engineer to assure that the design is in compliance with all applicable laws and regulations. The SAFL Baffle is patent pending technology of the University of Minnesota and Upstream Technologies, Inc. Neither the University of Minnesota nor Upstream Technologies approves plans, sizing, or system designs. t►1110� SAFL BAFFLE STRUCTURE - � STANDARD SUMP MANHOLE W /BAFFLE REVISED:5 -12 PLATE NO.: ENGINEERING DEPARTMENT 3110 FlLE NAME: G: ENG SPECS 3110 SAFL BAFFLE STRUCTURE C 03 u CURB CONSTRUCTION AT CATCH BASIN NOT TO SCALE 6" Distance to � variable 1 /2 r� 3 r 1 2»r / Top Bituminous Material - �.. �3 slope `° : ° 3/4" per ft- p ' .— ° .. ° ° � ° G � \ - o� . ° . . ,. . p ' 8" 18" � MnDOT B618 Concrete- Curb and Gutter 6" Distance to � variable 1 �2 "r� 3 "r 1 �2 "r Top Bituminous Material '..:a, ,�3 slope � � co 3�4 per MnDOT 8612 :.,� . a:. •. '. Concrete .Curb and Gutter M � (\ N �d r \ 8» 1 2 „9 r- NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28 "R 12 "R 16" Top Bituminous Material 68 "R N �' - ... e• I� N Co d \ 17 1 /2" 10 1 /2" � Surmountable Concrete Curb and Gutter 28” 4,. 4,. 1 1 /8 "r Bituminous co Surface Bituminous Curb 6 °' Shoe Forme cv l _ C�O� TYPICAL CURB AND GUTTER REVISED: 3 -10 PLATE NO.: FlLE NAME: c: \ENG \sPECS \5203 ENGINEERING DEPARTM NT 5203 NOT TO SCALE �C603 CURB AND GUTTER I � '►�' PLAN RIPRAP REQUIREMENTS N NTS NOTE PIPE' DIA. R RIPRAP REQUIRED G GRANULAR F FILTER REQUIRED 12" TO 24" 8 8 to 12 CY CL3 U UNDER RIP R RAP AND 2 27" TO 33" 1 14 to 20 CY CL.3 L LAYERS OF 5 500X MIRAFI 36" TO 48" I NOT TO SCALE �C603 CURB AND GUTTER I � '►�' I 23 to 38 CY CL.3 FABRIC OR EQUAL �" AND UP 62 CY and up CL.4 (tine cubic ydrd is approximately- 2,800 lbs.) I ___ 2' � RIPRAP N I Granular Filter (MNDOT 3601.28) SECTION A —A Geotextile Filter Type III .NTS RIPRAP N Granular Filter (MNDOT 3601.28) SECTION B -B Geotextile Filter Type III I NTS G`�O� RIP RAP �� DETAIL REVISED:2 -10 ENGINEERING DEPARTMENT PATE ND.. 3107 FlLE NAME: G: ENG SPECS 3107 3 C603 . RIP RAP DETAIL 0 I Q� Remove Crown Expansion Joint (25' waRP) Expansion Joint I a_. \O� �� • • �� . �'. I Tipout Gutter —w- .4 • :. .. .a• 'a . d.. . .+. ` ,� A - �Waterflow 36" I 3/4" Slope per foot from bottom i --p_ o ��_ _� _ �_ ° .. o v v c 6" Class 5 base incidental to apron. I #4 Rebar @ 6" O.C. SECTION A —A No Scale NOTES 1. 1/2" Preformed joint filler material - AASHTO M213. 2. Contraction .Joints 8' O.C. in Cross Gutter.. I �OF STREET INTERSECTION - - � CON CRETE VALLEY GUTTER REVISED: 2 -10 ENGINEERING DE�'ARTMENT PLATE NO.. 5206 I FlLE NAME: G: \ENG \SPECS \5206 NOT TO SCALE 0603 See City Plate No. 3107 for riprap placement. i� �/ i Tie last 3 pipe .joints. �� Use- 2 tie bolt fasteners. per joint. Install at I 60° from top or bottom of .pipe. I ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing .pipe shall be tied to the first pipe adj�cent to the apron. t►il 10l' �� FLARED END SECTION REVISED:2 -10 PLATE NO.: ENGINEERING DEPARTMENT 3108 FlLE NAME: G: ENG SPECS 3108 �� 4 C603 FLARED END SECTION 3/4" per foot 18" 5' MIN. 2.0� /MAX 4.5� G ADE .. a _ . o.. O p. O D p 6� ,.. � . JI,'�yI D > . o. a 0 •o •.. o' ... .... _ ..... ..................... ... .. ..... ....�........ : �.. ... ........ 6„ .. . ......................... 3" 8" Concrete pavement Use #4 (1 /2 ") Rebar Slab Reinforcement 6" Class 5 base incidental to apron SECTION A— A No Scale I 36' Max. Industrial /Commercial A Right -of -Way 8618 Curb &Gutter - -► r � 8618 Curb &Gutter ^�� Box installed over pQ�° Bituminous water service � �o C traction Joints A M�. Spacing in Expansion Joint (typ) Valley Gutter is 8' PLAN No Scale NOTE: 0 1. Use #4 (1 /2 ") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Bituminous paving section to the right -of -way is the same as the street paving section. 4. Maximum pavement slope allowed within 30' of the street is 4.5 %. Aggregate used in the concrete mix shall be granite.. 5. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74M1A series with a 8" opening frame &cover or equal shall be installed. CCO� COMMERCIAL /INDUSTRIAL =� CON�RETE DRIVEWAY APRON REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NO.. 5207 FlLE NAME: G: \ENG \SPECS \5207 C603 COMMERCIAL CONCRETE DRIVEWAY APRON ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn . us Civil Plans CLIENT �." �� * .,u ' T - 0 T 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details � City Submittal # DATE REVISION ' A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME ' OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. e David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER ,21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # � 9.13.2013 2013 -057.1 SHEET NUMBER r •O PLAN RIPRAP REQUIREMENTS N NTS NOTE PIPE' DIA. R RIPRAP REQUIRED G GRANULAR F FILTER REQUIRED 12" TO 24" 8 8 to 12 CY CL3 U UNDER RIP R RAP AND 2 27" TO 33" 1 14 to 20 CY CL.3 L LAYERS OF 5 500X MIRAFI 36" TO 48" I �" AND UP 62 CY and up CL.4 (tine cubic ydrd is approximately- 2,800 lbs.) I ___ 2' � RIPRAP N I Granular Filter (MNDOT 3601.28) SECTION A —A Geotextile Filter Type III .NTS RIPRAP N Granular Filter (MNDOT 3601.28) SECTION B -B Geotextile Filter Type III I NTS G`�O� RIP RAP �� DETAIL REVISED:2 -10 ENGINEERING DEPARTMENT PATE ND.. 3107 FlLE NAME: G: ENG SPECS 3107 3 C603 . RIP RAP DETAIL 0 I Q� Remove Crown Expansion Joint (25' waRP) Expansion Joint I a_. \O� �� • • �� . �'. I Tipout Gutter —w- .4 • :. .. .a• 'a . d.. . .+. ` ,� A - �Waterflow 36" I 3/4" Slope per foot from bottom i --p_ o ��_ _� _ �_ ° .. o v v c 6" Class 5 base incidental to apron. I #4 Rebar @ 6" O.C. SECTION A —A No Scale NOTES 1. 1/2" Preformed joint filler material - AASHTO M213. 2. Contraction .Joints 8' O.C. in Cross Gutter.. I �OF STREET INTERSECTION - - � CON CRETE VALLEY GUTTER REVISED: 2 -10 ENGINEERING DE�'ARTMENT PLATE NO.. 5206 I FlLE NAME: G: \ENG \SPECS \5206 NOT TO SCALE 0603 See City Plate No. 3107 for riprap placement. i� �/ i Tie last 3 pipe .joints. �� Use- 2 tie bolt fasteners. per joint. Install at I 60° from top or bottom of .pipe. I ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing .pipe shall be tied to the first pipe adj�cent to the apron. t►il 10l' �� FLARED END SECTION REVISED:2 -10 PLATE NO.: ENGINEERING DEPARTMENT 3108 FlLE NAME: G: ENG SPECS 3108 �� 4 C603 FLARED END SECTION 3/4" per foot 18" 5' MIN. 2.0� /MAX 4.5� G ADE .. a _ . o.. O p. O D p 6� ,.. � . JI,'�yI D > . o. a 0 •o •.. o' ... .... _ ..... ..................... ... .. ..... ....�........ : �.. ... ........ 6„ .. . ......................... 3" 8" Concrete pavement Use #4 (1 /2 ") Rebar Slab Reinforcement 6" Class 5 base incidental to apron SECTION A— A No Scale I 36' Max. Industrial /Commercial A Right -of -Way 8618 Curb &Gutter - -► r � 8618 Curb &Gutter ^�� Box installed over pQ�° Bituminous water service � �o C traction Joints A M�. Spacing in Expansion Joint (typ) Valley Gutter is 8' PLAN No Scale NOTE: 0 1. Use #4 (1 /2 ") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Bituminous paving section to the right -of -way is the same as the street paving section. 4. Maximum pavement slope allowed within 30' of the street is 4.5 %. Aggregate used in the concrete mix shall be granite.. 5. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74M1A series with a 8" opening frame &cover or equal shall be installed. CCO� COMMERCIAL /INDUSTRIAL =� CON�RETE DRIVEWAY APRON REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NO.. 5207 FlLE NAME: G: \ENG \SPECS \5207 C603 COMMERCIAL CONCRETE DRIVEWAY APRON ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn . us Civil Plans CLIENT �." �� * .,u ' T - 0 T 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details � City Submittal # DATE REVISION ' A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME ' OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. e David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER ,21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # � 9.13.2013 2013 -057.1 SHEET NUMBER r •O NOT TO SCALE 0603 See City Plate No. 3107 for riprap placement. i� �/ i Tie last 3 pipe .joints. �� Use- 2 tie bolt fasteners. per joint. Install at I 60° from top or bottom of .pipe. I ISOMETRIC NTS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing .pipe shall be tied to the first pipe adj�cent to the apron. t►il 10l' �� FLARED END SECTION REVISED:2 -10 PLATE NO.: ENGINEERING DEPARTMENT 3108 FlLE NAME: G: ENG SPECS 3108 �� 4 C603 FLARED END SECTION 3/4" per foot 18" 5' MIN. 2.0� /MAX 4.5� G ADE .. a _ . o.. O p. O D p 6� ,.. � . JI,'�yI D > . o. a 0 •o •.. o' ... .... _ ..... ..................... ... .. ..... ....�........ : �.. ... ........ 6„ .. . ......................... 3" 8" Concrete pavement Use #4 (1 /2 ") Rebar Slab Reinforcement 6" Class 5 base incidental to apron SECTION A— A No Scale I 36' Max. Industrial /Commercial A Right -of -Way 8618 Curb &Gutter - -► r � 8618 Curb &Gutter ^�� Box installed over pQ�° Bituminous water service � �o C traction Joints A M�. Spacing in Expansion Joint (typ) Valley Gutter is 8' PLAN No Scale NOTE: 0 1. Use #4 (1 /2 ") rebar slab reinforcement in r.o.w placed @ 6" from each edge. rebar to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Bituminous paving section to the right -of -way is the same as the street paving section. 4. Maximum pavement slope allowed within 30' of the street is 4.5 %. Aggregate used in the concrete mix shall be granite.. 5. If water shutoff is in the driveway pavement a cover as manufactured by Mcdonald 74M1A series with a 8" opening frame &cover or equal shall be installed. CCO� COMMERCIAL /INDUSTRIAL =� CON�RETE DRIVEWAY APRON REVISED: 2 -10 ENGINEERING DEPARTMENT PLATE NO.. 5207 FlLE NAME: G: \ENG \SPECS \5207 C603 COMMERCIAL CONCRETE DRIVEWAY APRON ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn . us Civil Plans CLIENT �." �� * .,u ' T - 0 T 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details � City Submittal # DATE REVISION ' A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME ' OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. e David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER ,21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # � 9.13.2013 2013 -057.1 SHEET NUMBER r •O C603 COMMERCIAL CONCRETE DRIVEWAY APRON ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952- 646 -0236 Fax: 952- 646 -0290 www.evs- eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952- 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn . us Civil Plans CLIENT �." �� * .,u ' T - 0 T 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details � City Submittal # DATE REVISION ' A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME ' OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. e David Nash DATE 9/ 13/ 2013 REGISTRATION NUMBER ,21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # � 9.13.2013 2013 -057.1 SHEET NUMBER r •O W z VARIABLE I w a- 0 Of I 1' HYDRANT 6" 6, I VALVE BOX VARIES 5' -6' ' (SEE PLANS) 1/4" PER FT. SLOPE TO ROADWAY CURB 9- 4 "CLASS 5 BASE 2 3' 2.5' Min. CONCRETE SEE NOTES 1 & 3 NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2 USE 13 THICK FOR COMMERICAL DRIVEWA Y C ROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. Cfff ur CONCRETE SIDEWALK REVISED: 1 -10 PLATE NO.: ENGINEERING DEPARTMENT 5214 FILE NAME: G: EN \SPECS 5214 1 1 CONCRETE SIDEWALK 2 0604 NOT TO SCALE C604 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12" X 18 ". FIRE 2. RED ON WHITE IS PREFFERED. LANE 3. 3M OR IUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LtN E 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 3 FROM THE BACK OF CURB. 8. A FIRE L�NE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON F7 EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. III = III = III = III = III = III =11 ► -I i 1 =I 11. =1 I M I IEH 11 =1 I I- � CURB CHANHASSIN FIRE DEPARTMENT FIRE PREVENTION POLICY 06 -1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. all OF FIRE LANE C SIGNAGE REVISED: 1 -10 PLATE NO.: FILE NAME: G: \ENG \SPECS \5218 ENGINEERING DEPARTM NT 5218 5 C604 FIRE LANE SIGNAGE PEDESTRIAN CURB RAMP VARIABLE WIDTH 5 2 4) (a (g 0 r__'10\ � 0 0 �/ O O O O E 2 OAOAO O : 00 0 0 00 N 000000 O O O O QL@ cj-k� RECTANGULAR PLATES 1 �4 50% - 65% OF BASE DIAMETER -E 0.2 �TO� SECTION A -A TRUNCATED DOME I Al VARIABLE LONG CHORD WIDTH 4' X 4' 4' X 4' MINIMUM MINIMUM LANDING LANDING PLATES REQUIRED FOR 90 DEGREE TURN O2 RADIUS 6 BACK OF 8 O CURB O7 18 -13/16 VAR. JR. 15 0000000000 4 0000000000 00000000000000 4 00000000000,00 2 O O 5 000000• 00000.0 00 00000VAR. 12 .00000 O 3 I O VAR. VAR. ' R. 4' 0" MIN. VAR. 4' 0" MIN. VAR. 18 -7/8 FRONT FACE OF CURB 20 A-] A-J @ PLAN VIEWS 23 3 0 0 CURB OR VAR. RAMP CURB AND GUTTER 4' 0" MIN. 20 1/4" R REQUIRED LANDING 3 ' 0.02 FT. /FT. MAX. 02 25 CONCRETE WALK 0.08 FT. /FT. OR FLATTER ( 22 RADIAL PLATES 30 SECTION A -A WARNING SURFACE 0.10 FT. /FT. MAX 0.10 FT. /FT. MAX 4 TRUNCATED DOMES a. a. d.. . •d •a %.. �a. .•.. a, 4. THIS DETAIL TO BE USED WHEN 2' OR MORE PLATE NO•: 5 )15 A O ENGINEERING VAR. VAR. 4' 0" MIN. ELEVATION NOTES: REVISED: 3-09 TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AGENCIES ARE REQUIRED TO UTILIZE THIS STANDARD PLATE. PLATE NO.: 5232 MODIFICATIONS ARE ALLOWED PROVIDED THEY MEET PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG). LOCAL AGENCIES ARE REQUIREQ TO ADOPT SIMILAR DESIGNS. SHARED USE PATHS SHALL HAVE DETECTABLE WARNINGS ACROSS THE ENTIRE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. DETECTABLE WARNINGS ARE NOT TO BE USED ON SIDEWALKS OR PATHS WHEN CRO�ING ALLEYS OR RESIDENTIAL DRIVEWAYS. DETECTABLE WARNINGS SHOULD BE USED WHERE PEDESTRIAN ACCESS ROUTES CRO COMMERCIAL DRIVEWAYS THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. SLOPES ARE DEFINED AS ABSOLUTE ELEVATION DIFFERENCE PER LENGTH OF RUN. (AS OPPOSED TO A RELATIVE SLOPE WITH RESPECT TO A CURB LINE OR CURB HEIGHT.) NO SIGNAL POLES, SIGN POSTS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. O1 1/2 -INCH EXPANSION JOINT. 1/2 -INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. O2 4' X 4' MINIMUM LANDING. SEE PLANS FOR PROPOSED RUNNING SLOPE AND CROSS SLOPE NEITHER OF WHICH MAY EXCEED PROVIDE A , 0.02 FT. /FT. AS CONSTRUCTED. 3O PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PREFORMED RECTANGLE PLACED AT THE BACK OF A RADIAL CURB LINE, HAND FORM THE CURB TO FILL THE GAP. DETECTABLE WARNING AREA SHALL BE 2' 0" MIN. IN THE E GRADE BREAK AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. DIRECTION PERPENDICULAR TO TH ® WHERE RADIAL WARNING SURFACES ARE USED OR IN OTHER CIRCUMSTANCES WHERE THE EDGE OF THE WARNING SURFACE IS NOT PARALLEL TO THE EDGE OF THE CURB RAMP PATH OF TRAVEL, THE EDGE OF THE DETECTABLE WARNING SURFACE SHOULD NEVER BE MORE THAN 3 INCHES FROM THE EDGE OF THE RAMP. Q DETECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT GUTTER, ROADWAY, OR WALKWAY, AND BE GRAY IN COLOR. © CROSS SLOPE OF THE RAMP MAY NOT EXCEED 0.02 FT. /FT. AS CONSTRUCTED. 1 O7 ANY VERTICAL UP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. Wf or PEDESTRIAN CURB RAMP REVISED: 5-12 4 Q PLATE NO.: 5215 v � ENGINEERING DEPARTMENT MNDOT # 703BG FILE NAME: G: JENGJSPECS .52115 CONCRETE SIDEWALK 2 0604 NOT TO SCALE C604 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12" X 18 ". FIRE 2. RED ON WHITE IS PREFFERED. LANE 3. 3M OR IUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LtN E 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 3 FROM THE BACK OF CURB. 8. A FIRE L�NE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON F7 EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. III = III = III = III = III = III =11 ► -I i 1 =I 11. =1 I M I IEH 11 =1 I I- � CURB CHANHASSIN FIRE DEPARTMENT FIRE PREVENTION POLICY 06 -1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. all OF FIRE LANE C SIGNAGE REVISED: 1 -10 PLATE NO.: FILE NAME: G: \ENG \SPECS \5218 ENGINEERING DEPARTM NT 5218 5 C604 FIRE LANE SIGNAGE PEDESTRIAN CURB RAMP VARIABLE WIDTH 5 2 4) (a (g 0 r__'10\ � 0 0 �/ O O O O E 2 OAOAO O : 00 0 0 00 N 000000 O O O O QL@ cj-k� RECTANGULAR PLATES 1 �4 50% - 65% OF BASE DIAMETER -E 0.2 �TO� SECTION A -A TRUNCATED DOME TYPICAL RADIAL TRUNCATED DOME PLATES ADIUS (FEET) O VARIABLE LONG CHORD WIDTH SQ. FT. PER PLATE PLATES REQUIRED FOR 90 DEGREE TURN 10 RADIUS 6 3.53 8 oodo 18 -13/16 2.93 15 O O O O 12 O O O O O O 000000 18 -7/8 2.98 20 0 @ @(9 23 3 0 0 @ (9 @ 20 30 3 �1 4 25 VARIABLE SHORT CHORD WIDTH 22 RADIAL PLATES TYPICAL RADIAL TRUNCATED DOME PLATES ADIUS (FEET) O LONG CHORD WIDTH (INCHES) SQ. FT. PER PLATE PLATES REQUIRED FOR 90 DEGREE TURN 10 23 -1/2 3.53 8 15 18 -13/16 2.93 15 15 23 -1/2 3.67 12 20 18 -13/16 3.00 OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. -AT PEDESTRIAN RAILWAY CROSSINGS. 20 18 -7/8 2.98 20 25 20-1/2 3.28 23 25 23 -9/16 3.77 20 30 22-5/8 3.65 25 35 22 3.56 30 NOTES: 100' STORAGE DEPTH 933.85 � DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN SEE MNDOT'S APPROVED /QUALIFIED PRODUCT LISTS. A SQUARE OR RADIAL GRID PATTERN. PIPE DETAIL DETECTABLE WARNINGS ARE REQUIRED: DETECTABLE WARNING SURFACE SHALL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. -WHERE RAMPS, LANDINGS, OR BLENDED TRANSITIONS PROVIDE A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. -WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS O1 ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. -AT PEDESTRIAN RAILWAY CROSSINGS. 2 CENTER TO CENTER DOME SPACING: 1.6" MINIMUM, 2.4" MAXIMUM. O -ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. BASE TO BASE DOME SPACING: 0.65' MINIMUM. O3 DOME BASE TO PLATE EDGE SPACING: 0.35" MINIMUM' 0.75" MAXIMUM. DETECTABLE WARNINGS SHALL EXTEND: -A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL ®SPACING VARIES ON RADIAL PLATES. -THE FULL WIDTH OF THE RAMP, LANDING, OR BLENDED TRANSITION, WITHIN 3" OF FULL WIDTH ON EITHER END. 5 YPICAL WIDTHS AVAILABLE: 12 ", 18 ", 24 ", 30 ", 36 ". O -THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. HECK WITH MANUFACTURERS FOR AVAILABLE WIDTHS. © ON RADIAL PLATE, RADIUS DEFINED AT BACK OF CURB. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH 2. SWING TIES TO BE SHOWN ON AS- BUILTS ADJACENT GUTTER, ROADWAY, OR WALKWAY, AND BE GRAY IN COLOR. OTYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE RADII. ffffOF FOR ALL ENDING POINTS TO ALL DRAINTILES. DETECTABLE WARNING SURFACE 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO 4 TRUNCATED DOMES REVISED: 5 -12 4. THIS DETAIL TO BE USED WHEN 2' OR MORE PLATE NO•: 5 )15 A • ENGINEERING IDEPARTMENT MNDOT 7038A FILE NAME: G: \ENG \SPECS \5215A # 3 DETECTABLE WARNING SURFACE TRUNCATED DOMES NOT TO SCALE 0604 10" a. .a o AGGREGATE BISE w � MNDOT SELECT GRANULAR BORROW p w COURSE FILTER AGGREGATE ~o MNDOT 3149.2H 0 z 0 12" DEEP cv cwn ot �/ �--- GRADE TO 1AIN CLAY SUB -GRAD 4" PERFORATED PIPE NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. , 6 NOT TO SCALE �,c604 4" SUB - SURFACE DRAINTILE I 100 STORAGE DEPTH +9.80 936.65 I +7.45 +5.15 0 7 NOT TO SCALE C604 STMH #103 WEIR WALL Typical Street Sign Installation ''- 6,--I I� cD 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7' Upper Galvanized Steel ° Sign Post /8" 0. D. ly- (2) 5/16" x 1" anized Steel E -In Post Bolts o 12 Guage c Tamperproof - J 0 with Washers L ° � a-) 2' Min. Curb 1.= 111=111= chor Plate 3LB. 7' Anchor Post-Pneurnalically Driven Typical Traffic Bolt Post With Sign to Post in Concrete Post Expansion Joint Material ' - 4 Sides Full Depth Typical Sign installation In Concrete Median Anchor Plate Detail NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952- 227 - 1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be White on Blue Background. STREET AND Mr or TRAFFIC SIGN INSTALLATION REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: 5217 FILE NAME: G:\ENG\SF STREET AND TRAFFIC SIGN INSTALLATION .1� 934.30 +7.40 100' STORAGE DEPTH 933.85 � 6" CONIC. COLLAR PIPE DETAIL GROUT • AROUND PIPE NOTES: 4 1. CLEANOUTS REQUIRED AT 300' INTERVALS & Ky d d ALL ENDING POINTS. t 2. SWING TIES TO BE SHOWN ON AS- BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO 4 BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. • ClIffOF 4" SUB - SURFACE DRAINTILE REVISED: 3-09 ENGINEERING DEPARTh f NT PLATE NO.: 5232 MILE NAME:G: \ENG \SPECS \5232 6 NOT TO SCALE �,c604 4" SUB - SURFACE DRAINTILE I 100 STORAGE DEPTH +9.80 936.65 I +7.45 +5.15 0 7 NOT TO SCALE C604 STMH #103 WEIR WALL Typical Street Sign Installation ''- 6,--I I� cD 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7' Upper Galvanized Steel ° Sign Post /8" 0. D. ly- (2) 5/16" x 1" anized Steel E -In Post Bolts o 12 Guage c Tamperproof - J 0 with Washers L ° � a-) 2' Min. Curb 1.= 111=111= chor Plate 3LB. 7' Anchor Post-Pneurnalically Driven Typical Traffic Bolt Post With Sign to Post in Concrete Post Expansion Joint Material ' - 4 Sides Full Depth Typical Sign installation In Concrete Median Anchor Plate Detail NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952- 227 - 1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be White on Blue Background. STREET AND Mr or TRAFFIC SIGN INSTALLATION REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: 5217 FILE NAME: G:\ENG\SF STREET AND TRAFFIC SIGN INSTALLATION .1� 934.30 +7.40 100' STORAGE DEPTH 933.85 � i • v ° a d ` 4 Ky d d 932.00 4 +4.95 • 931.40 4 0.5• 4.0' d >r4 � 4 +2.55 zi d �. 929.00 ° . 6" ORIFICE 4 Q v � 4 4 A 926.85 0 926.45 8 STMH #403 WEIR WALL NOT TO SCALE C604 NOT TO SCALE ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, Suite 123 Eden Prairie, Minnesota 55344 Phone: 952 - 646 -0236 Fax: 952- 646 -0290 www.evs - eng.com City of Chanhassen, MN 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Phone: 952 - 227 -1100 Fax: 952 - 227 -1110 www.ci.chanhassen.mn.us Civil Plans CLIENT I 1 N I T P ROPE T 'I ES 3500 AMERICAN BLVD, SUITE 200 MINNEAPOLIS, MN 55431 PROJECT Powers Place LOCATION Chanhassen, MN SHEET Construction Details City Submittal # DATE REVISION A 9/13/13 CITY SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David Nash DATE 9113/ 2013 REGISTRATION NUMBER 21836 DRAWN BY CHECKED BY DMS /BMJ DJN DATE PROJECT # 9.13.2013 2013 -057.1 SHEET NUMBER I UQ