HomeMy WebLinkAbout2013-12-18 PACKET 04.N.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA
MEETING ITEM # � N
DATE 12/18/13 � �
PREPARED BY: Community Development Jennifer Levitt
ORIGINATING DEPARTMENT STAFF AUTHOR
******************************************�*****
COUNCIL ACTION REQUEST
Consider accepting the public improvements for the Pinecliff 3rd Addition.
STAFF RECOMMENDATION
Adopt the resolution accepting the public improvements for the Pinecliff 3rd Addition.
BUDGET IMPLICATION: $N/A $N/A N/A
BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE
ADVISORY COMMISSION ACTION
❑ PLANNING
❑ PUBLIC SAFETY
❑ PUBLIC WORKS
❑ PARKS AND RECREATION
❑ HUMAN SERVICES/RIGHTS
❑ ECONOMIC DEV. AUTHORITY
❑
SUPPORTING DOCUMENTS
DATE
REVIEWED
❑
❑
❑
❑
❑
❑
❑
APPROVED
❑
❑
❑
❑
❑
❑
❑
� MEMO/LETTER: Letter from Dave Sanocki, Stantec, dated 12/11/13
� RESOLUTION: Draft
❑ ORDINANCE:
❑ ENGINEERING RECOMMENDATION:
❑ LEGAL RECOMMENDATION:
� OTHER: Pinecliff 3rd Addition final sanitary sewer,
construction plans
DENIED
❑
❑
❑
❑
❑
❑
❑
watermain, storm sewer, and street
ADMINISTRATOR'S COMMENTS
i �
-- City Administrator Date
***************��*******************************
COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER
��� -
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=°
December 11, 2013
Stantec Consuiting Services Inc.
2335 Highway 36 West
St. Paul MN 55113
Tel:(651) 636-4600
Fax: (651) 636-1311
Jennifer Levitt, PE
City Engineer/Community Development Director
1280o Ravine Parkway South
Cottage Grove, Minnesota 55016
Re: Pinecliff 31�a Addition (Project Acceptance)
City of Cottage Grove
Stantec Project No.19380012�
Dear Jennifer,
The Developer, Lennar Corporation, recently completed the Pinecliff 3ra Addition improvements.
PROJECT REVIEW
This project began in September, 2010 and was substantially completed in November, 2oi2. All remaining
punch list items were recently completed in November 2013.
CURRENT LETTERS OF CREDIT
There are currently two letters of credit for this project that are being retained by the City. LOC # CPCS-
8 7 2 39 8 , Which is for on site improvements (yard sod), is in the amount of $4,000. LOC# CPCS
which is for public improvements, is in the amount of $16,200.
RECOMMENDATION
The Developer, Lennar Corporation, has satisfactorily completed the requirements in accordance with the
project plans and specifications. A copy of the record plans submitted by the developer has been included
for your reference. Therefore, it is recommended that the public infrastructure be accepted by the City of
Cottage Grove. It is also recommended that the current letters of credit for the project be released upon
project acceptance.
If you have any questions about this project or require further information please contact me 6 5 1-60 4 - 4905•
Regards,
STANTEC CONSULTING SERVICES INC.
� .
Dave Sanocld
Senior Project Manager
copy: Robin Roland, City of Cottage Grove
Craig Larson, Stantec
File
Design with community in mind
RESOLUTION NO. 2013-XXX
RESOLUTION ACCEPTING THE STREET AND UTILITY
IMPROVEMENTS FOR PINECLIFF 3RD ADDITON
WHEREAS, pursuant to the Development Agreement between the City of Cottage
Grove and Lennar Corporation ("Developer"), the Developer undertook to complete certain
Public Improvements relating to the Pinecliff 3rd Addition (the "Addition"). Specifically,
Developer undertook to construct and install the following defined Public Improvements
relating to the Addition: Sanitary Utility, Water Utility, Storm Utility, Earth Work, Landscaping,
Erosion Control, Engineering/Administrative, Streets, Sidewalks, Lighting, Trails, etc., as more
fully defined in the Development and as documented by the plans and specifications on file
with the City; and
WHEREAS, the Developer has stated that the Public Improvements have been
completed in accordance with the Plans therefor then in effect and that the entire cost of the
Public Improvements has been paid; and
WHEREAS, the City has inspected the Public Improvements as of the date hereof; and
WHEREAS, the City hereby determines and certifies that the Public Improvements
have been completed in accordance with the Development Agreement, City standards, and
the Construction Plans; and
WHEREAS, the Developer and the City warrant and represent that all information
provided herein is true and correct as of the date of this document.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove,
County of Washington, State of Minnesota:
1. Based upon compliance with the Development Agreement; Grading Permit; City
Ordinances, standards, and specifications; and the Construction Plans, the
Public Improvements are hereby accepted by the City.
2. Based upon this acceptance by the City, the Public Improvements shall become
the property of the City.
3. Based upon compliance by Developer pursuant to the Development Agreement,
the construction of the sidewalks within the appropriate road right-of-way by the
Developer is hereby approved and accepted by the City.
4. Based upon compliance by Developer pursuant to the Development Agreement,
the construction of the trails by the Developer is hereby approved and accepted
by the City.
Resolution No. 2013-XXX
Page 2 of 2
5. Based upon compliance by Developer pursuant to the Development Agreement,
the installation of street lighting by the Developer is hereby approved and
accepted by the City.
6. The City hereby certifies and accepts the As-Built Drawings of the Public
Improvements.
7. The City hereby releases the letter of credit on file for these Public
Improvements.
Passed this 18th day of December 2013. .
Myron Bailey, Mayor
Attest:
Caron M. Stransky, City Clerk
PINECLIFF 3RD ADDITION
COTTAGE GROVE, MINNESOTA
FINAL S ANITARY S E WE R, WATE RMAIN, S TO RM
SEWER A.ND STREET C�NSTRUCTI��T PLANS
FOR
LENNAR C�RP�RATION
935 EAST WAYZATA BOULEVARD, WAYZATA, MINNESOTA 55391
PHONE: (952) 473-1231 FAX: (952) 476-0196
N
STORM SEWER STRUCTURE SCHEDULE
STRUCTURE N0. BLD. INSIDE DIM. NEENAH CASTING
CBMH 100 (SUMP) 10.67' 60" DIA. R-3290VB
STMH 100A 13.30' 60" DIA. R-1642
CB 101 3.50� 24" x 36" R-3290VB
STMH 1Q1B 6.33' 72�� DIA. R-1642
STMH 102 6.77' 48" DIA. R-1642
CBMH 103 3.00' 48" DIA. R-4342
CBMH 104 3.00' 48" DIA. R-4342
CBMH 105 3.85' 48" DIA. R-3290V
CB 105A 3.50' 24 x 36" R-3290V
CBMH 106 3.63' 48" DIA. R-3290V
CB 106A 3.50' 24" x 36" R-3290V
CBMH 107 3.50' 48'� DIA. R-3290V
CBMH 108 3.5�' 48" DIA. R-3290V
CB 109 3.50' 24 x 36�� R-3290VB
STMH 109B 7.55' 48" DIA, R-1642
STMH 111 11.34` 48" DIA. R-1642
CBMH 112 5.70' 48" DIA. R-4342
CBMH 112B 4.50' 48" DIA. R-4342
CBMH 113 2.70' 48" DIA. R-4342
= CB 114 3.50' 27'� DIA. R-4342
g STMH 303 9.57' 48" DIA. R-1642
° CBMH 304 11.05' 48" DIA. R-3290VB
'- CBMH 305 10.49' 48" DIA. R-3290VB
; CB 305B 2.50� 27" DIA. R-4342
; STMH 50a SEE DETAIL — SHEET 6.3
, STMH 501 SEE DETAIL — SHEET 6.3
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_ iITLE SHEET
SIiE INFORMATION
° FlNAL EROSION & SE�IMENT CONTROL PLAN
�� �:: �fROSION `& `SEDIMENT���-GONTROL�-OETAILS
SpNITARY SEWER k WAIERMAIN CONSTRUCTION
STORM SEWER CONSTRUCTION
STREET CONSTRUCTiON
DETAIIS
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DRAINAGE AND U71LlTY EASEMENTS
ARE 57fOlYN 7NUS
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BEING 5 FEET IN WID1N AND ADJOINING
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AND ADJOINING STREET LINES AND
REAR LOT LINES, UNLESS OiHERY/I5E
INDICAiED ON iHE PLAT.
BENCHMARKS
1.) T.N.H. SOUTHH'EST QUADRANT OF 66TH
STREET COURT SOUTH AND HYDE AVENUE SOUTH.
ELEV. 975.23'
2.) T.N.H. SOUiNWEST QUADRANT OP 66iH
STREET COURT SOl1iH AND IDEAL AVENUE SOUTH.
ELEY. 979.56'
3.) WASHINGTON COUNTY lAONUMENT "MEDIC" -
WEST SIDE OF I�EAI AVENUE SOU1H (APPROX.
190' SOUTH OF NORTHEAST PROJECT CORNER).
ELEV. 994.31'
MINIMUM CITY SETBACKS
FRONT YARD 30 FEET
SIDE YARD (HSE) 10 FEET
SIDE YARD (GAR) 10 FEET
SIDE YARD (STREET) 20 FEET
REAR YARD 35 FEET
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3.1-3.2
4.1-4.2
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RECORD PLAN 8-15-11
CONTRACTOR: MACHTEMES CONSTRUCTION, INC.
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` ' � ,;§ , �`� � ' � ��\ \ \ � �\ � � , � , / ����-�-� � ��` � � �' CONTRACTOR: MACHTEMES CONSTRUCTION, INC.
(�r[� rota.ortwc Hsrxons mci. xapuu�a �cuirermis srrs
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CONTRACTOR: MACHTEMES CONSTRUCTION, INC.
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SHEET 5.1 � i��
�--_� _� � � j � � � NOTES
� �--------___, I I ( '' \\ 1. ALL DIMENSIONS SHOWN ARE TO 7HE BACK OP CURB UNLESS OTHERINSE NOTED.
i I I � � � / �' �� 2. 8618 CONCRETE CURB & GUT7ER (TYPJ UNLESS OiHERYfiSE N07ED.
NWL 938,0 ' � `} I � . � I / � \ 3. TC ELEVAitONS TO BE TOP OF 8618 WRB & GUTTER UNLESS OTHERYfISE N07ED.
HVYL 941.5 � I � - � I B� �i � \
� I U � 4. AlL INiERSECTION RADII TO BE A 75' RADIUS (7YPJ TO 7HE BACK OF WRB
� I • ( � � �� �, \ UNLESS OTHER141SE NOTED.
---_ _____��Y15 ld 4I'8Di-9 I � L___ __ J / ry' I � 5. WLET PROTECl10N (WIMCO) MUST BE INSTALLED IN ALL S7F2EET CATCH BASINS
a , UPON WIAPLE710N OF S7REET CONSTRUCTION.
I �- �'__._.__�_ � �_ �� Ni �
� � - 1 , r----_____ o \ 6. PRIVATE U71LITY CONDUIT CROSSMGS TO 6E INSTALIED PER CITY DETAIL
/ U
\��\ / i 5 CURVE DATA � � ' � 2 �� � � or' �r - CURVE DATA � 7� REFER TO qN DETAILS S7Fi-34 & 36 FOR LIGHTPOLE AND BASE INFORMATION.
�/ R=350.48 � I / � I� R=365.�0
/�� � p=21 ( � � �� 1 �� � � j �` �=08 � +sREFER TO SHEET 2.1 FOR POST STREET CONSTRUCTtON SILT FENCING
� ��\ 1.=130.37 � � : 1 /� Z � � ,q, r> �. � �� L=51.98 � DETAIL AND LOCAiION.
� •y�S \ T=65.95 � � I �� `� � � 1 I I\� / T=26.04 i
p �r� \�y��� �� � �� � � � � 1 I I�r\ 5 I
� � < � �*��' p ���� 15' RAD. %/ CURYE DATA � � � j � Y �n`\ � INSTALL TEMPORARY BARRICADES
/ � ���s�'� � `OJ r � / R=365.00 � � �.� � o � � ALONG WIiH ° FUNRE ROAD
� � 6 CURVE DATA � /� �� // �=34 i i I I d\ � EXTENSION SIGN AT END OF .. ._ _. ._
� R=2060.00 Tc�ca ' Bszus �� // L=216.92 � � a� � CUL DE-SAC PER DETAllS S1R-10''
� �� � 0=�3°37'34" ssiis � ��J � T � � �� � ° ` p � AND STR 33 RESPECl1VELY. _ �,� .
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��� �� " / �BBL90 ` -��- ����� •' ++x.�i� �� CURB/GUT7ER & BINMINOUS �i ' __
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/ �� � I � "�' TEMPORARY CDS "N1NG" TO HAVE NOTES:
�/ ��� �� / � � I t��' �" � PAVEMENT SECTION AS FOLLOWS: �, REFER TO SHEET 6.2 FOR 'IRAII. SECTION
� � / \���� �� � � �� B678 CONCRETE � 2" BINMINOUS BASE DETAII. ONLY ONSI7E RECLAIM MAY BE
::
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,` / � �\\ v ( 1 I i
� l Z� ' f �� I I � '�:. Y\ �---------J 2• SAW AND SEAL TO BE DONE EVERY 50'
AND DONE PER DETAIL AND IN
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``` `J �/ ///{{{ � � � �\�� `L � j � `�o- RU500.00TA 3. ONS O�AGGR G SECTION ONLY. � EPER
� � j� � L- __ � � � 3 �4��� � � '� � d' � 0=10�5'04" TO DETAIL, SHEET 6.2.
� � T � � 4 j pR �� � � � C �� L=89.89 � 4. INTERIM STREET SECTION IS �0 BEING
/ I . �-_ _ � I � S � � � k� T=45.07 w INCORPORATED IN THIS PLAN. LAiEST
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9 � � ' � __ -� L--- L�________ J :.:. �n� ' I� DATE TO INSTALL CONCRETE CURB PER
� w- ,' � � \ 1 a , CITY IS OCTOBER 157H.
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I I CURYE DATA � "• � � I M 5. INSTALLATION AND COORDINAitON OF Q
I � �+ I R=376.51 �1 �� �'�• � i � CONDUIT CROSSINGS IS iHE
_____-___--J \ ' I 5 �=46°47'08" I � :•:• � � w RESPONSIBILITY OF'fHE UTILITY �
j .r. \ � a CONiRACTOR. SCHEDULING 'BD AT 71ME
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ppe oM benchev skqed 2' IonoN Ihe inrcrl. Corm_la oiyipe eM beMhes aheuld Z�
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R1642 21� ' fl SSC 2 o� mmJ�o!e b �g` yywnlzed Q A/h' Evse�mml i I
1 SSG 2]' 1' -� ' Vc.iubb (See Ph��)
� /� / Ib�iwb etePS ehc8 Ea pbcad '� Sercice Kaer
s Ilwt oHSel �x�tkai pu4on ;• � 10'
NaMob ataPV alw9 6a bced of wew ia faNnq dornatreom. '. Threadcd Inscrl erbpb (See Pbn 4" or 6" PYC ScA.40 I
o uai orra<e rcnkm o 't' • 3/a `n i I
f mm h Pockg doFns4evm. CESICN OR IX611NC cRroE 15
4 ��T'� � 4'n4'r.8' Wood Fanca Post
4�1� ��dea 1 ' .. �' �.., � �� � 4' a6o-ro 9rada 1
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/- Nrawh fnme oMt�ye B cowr w Neemh fmma ond lype 6 cwer w ^' °°'^ I '' �' ��� d � j
P7� � equa�, Ieltere0 SaNE �ary Sener' wHh �� equal, bHered 'SanRary Sener' �ilA �ed ''� � 6 {fNmum 4 Mck
2 corrcsakd kk Mka. 2 con�eded pick hdea _ � , '
sro ,v�r eo� ,a �,wy �,xr. PL4N VItIY � � ' � � ; a.n sror o�a eo. co��t. ������
IG�Snwn ol Y, mWmum ot 5 IUNmvm of 2, m�imum of 3 y' /@lilIIIM 4' SAlID Fltl �
HDPE adivs�mmt �'v�qa NOPE adpniment rtnga TOP COVER REMOVED --_----- ,,,--, -r �stt oFa�w
T1E DOWN DETAIL 54ND FlLL -- 1 INSIAAiION Wa, se,Yxa I �
E •p• E . � RRGro CiSUtAi1uN � __o ryVa 'K' CoVier
.� � VnNwb efe a, Neuwh RI98IJ .� t va�MH ete . Neuw� R1981J �_- ;� raUOn Slop 7 �
qw4 fe�' on emter. eQUw. i� an centec � �• � a
"E NuMnum siepa appmred. � E Num'num alepa approved. 1�tn nM R-1]65C frame i z
� d COYPf of eQVd rilh
� 2]' 2 conceded pkk hdea ! H �c�
n e YAFi6 j Q p� 1
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Yarie� • Vo�tn • Recvst hwl mqu4ed. '� I �� � N'ater lbin � k nlal i
Bb�
P'�pe Ma0 Ce M out flush prpe MB be cN out fWah � NaMde Stepa, Neendi PIPE SIIALL BE CEN1EPEU UtAER UISUlAl10N UNIf55 OiFfRMISE SPECFIm. � WC Seav Serv
•qh WNe fu<e of �c@ eith 6utde fxe of �dL I ��"b � �+� W�9
5' �. R198�J or ep.�al, 16'o.c. [pyFR R/FR PtPf - o Mi�1N OF WSIAAIiNG 86iRD - b Wn. Sbpe-1/1� pci IL M ol Coppe
5' a p'umhwm elepa appro�ed 2 , ��, ! Sv�a Nun �
ed
uo�• Kx-n-seoi moMon or eqwl �gtg Kor-n-seol manlub w eq�wl ' ; i
corskared occeD�a�b uRemate. Ydxed acceptnb;e aHemate. p ; Supporl for Corporalbn Mood 2 Norkar to be
A8 dog harzn ehMl be gmWed �q' 3' . B' ; SonMOry Sewar oM Gooeenttk Slmll Comut Itr,uw� Rom 6' bebe
on hsMe oM oWs+de. NIda� Ivira3 ahoil be9 Ned y� � � a KNnium 0.5 FY. of 4arvko io 12' ubwe
.:5'. �'.'�- on boih As4ia nM outa'Ae� 4' Y I pqqrtq le Fqwi fo lW�DOi �Fy qrpund I
':� i S.+x� .. ,. •.. .,... ' � 3149M�(doE.) Ttw�g
KiSnum Wcknesa ol perosl Ease b •.•. :•.. •( '' bW(TUm UdCFneee 01 P��a[ bos0 b 5' 5' I Compocted �
6' for 14' dcep x ka�, arA Fcrtasa 6' (ot 14' deep o� les�, wtl Mcreasea ECCENTRIC
S C 0 1' h iM1icYrcea fa wery 4' of deplh SE�C 0_d i' In Ilickness for erery 4' of depN � Dalvm4ed by ptpa vza 6• }' i I
• ootn.�unea w:e on �pe atie s��u �non ta'. . o��e,my,ea y,se on pye ete v�t�r uw� ia'• WATERi1GHT MANHOLE �
STANDARD DETAILS STANDARD DETAILS � STAN�ARD DE(AIIS �, STANDARD DEfAILS ' STANDARD DEfA1LS i STANDARD DETAlLS
� aa � qd � w �7. aa I .�L RESIDENT /�l� Me .Sf. Ma
a SANRARY SEWFR IA4NHOLE ���i�CT_rne � SANRAftT SEWER JUNCTIINJ k1ANHOLE ��.qf� a SANRPRY SEIYER 'M4tVHOLE ��Crore �r� ; wsuunow oEra� _( r�i Cq�ooeCros' '18a�hoo PRO SE�RY�ICE N ONNECnO S TER V��3� �� SERYICE ftISER ��3�
4 wr� w. b G4 r�. rm. � o*r re,. w '� ra� �.,v x>
,�„,a � COiTAGE GROVE, lAINNESOTA ° �,qry_� ,�,:,; 2� ( COTTAGE GROVE, MINNESOTA gq�j=2 ,w�. zoos COTiAGE GROYE, MINNESOTA �'_5 � ��,�„ zoos COTiAGE GROVE, MINNESOTA _ gqry_g ��„� z�; � COTTAGE GROVE, MINNESOTA sER-1 I�a zoos � COTTAGE GROVE, MINNESOTA SER
: c� a
murw.cmrt ro vannoc n�e muona�c o�oserrs:
Ford Typa A1 ainqb bckLg cvout Dottom ol aaNab to I/2 � I
Ad casing aa apPCIRld. 10 CuA ¢iop to eorrimy ne�er p�pa "' 2at0eaN t�� md abpo qrwA 24'z3B' abb opaM�g for Nee�wh � '
(perye� br to capper) .. R32B0-YB w eq�al ; 3'-0' I
i' Cvb Stop k Box ��rtlory vaRe� ppe to copper Fatx 6m , ' "
One ptaca 4' u B' pve (perpe� vbr to copper ab�q aanNay a ' � � I
SqL 40 Ckaioul rise Varias b �ep iye � Nal oHxs�t vulical�porlbn � p I Yvre Cmle Sl�nnn � ty �� P
mnn) er wipaatwn e b ` 6'me e ^sbn �� p back of euib � See C P6le No. SIO-B for bcement �
� Ww Tum w Rary eerv saevee 6ro (pryend Nor _� oi wne e fxm9 domsirzam. 4' � Wi - 9 In fmm Back al Curb ; i
T-Y SSFI. 40 b mpper wler firo) 5' d. 6'H - 3' In fmm Bock af CurD � �
�'. NOTE: 6' D'n. 691 - 3' beNM Back ot Curb :
�� Encbse Iwy nv<p beM �• ��� I � ]' D'a. 641 - 9' behMM Back of Nrb I
��� co bfivtlan qe N �� � 6428 2' e' Va. L41 - 15' behind Back nf Cwb �
wrceele oa sMen. M otnan � Fae of Curb� I
4�'w B' PYC� .':�•:.. (#D.) aler Y.dn •...•; .. Neemh RS290-YB cazlin9 w pud
i DNOCUOn oi Flow I
No Wxk eWCturea an Mone4 /� i � Mchor CFp
i y SanDnry Se.v tieereh Imma aM cwer or equal PLAN // '^�' �one Cmte. ;
qa � btiertd, 51mm Seevr', r�h 3" RoG -� / �'^�"� 01 2, Tox�mum of 5 � �
�� �• ����; ���:•::."..•'� µ' 2 corcealed D'<k �okz � HOPE adN�iment rin9� � PLAN
/� RO.H. � i � �
/ Encasa PYC eyu h carrela �y �,� � AS'�vnvm of 2, mcxunum o1 5 � �
�` NIn. Cu. Ydx 4' PfG FDPE oCjirstment Mgs o
� a �� ry o ` m F P 6' pmcari rcin{oicad concrek ekd i No blak eWChrea are oeosed. �
�.tw a nw.e E �^tk• .� rw a na,a .e�uon �,nd� tov .be �
b� otM1en (ryp.) �2'�6 to hwa Ikt lop eEga ¢m'�ed nih � CalchEOStn wslt�g tte bst 3 p� �I ta.
Sn�� Semr g •p• 2 6eada ol Romnak a e I g Crvle to be 1' babH i I y�� (as(..�en
FsMGg EAV�eus/COMnb FoN ryPe Ai wqb bckieg ^ '"'° 8� AfaNwle rivVa. Neenah R19BiJ Nee�wh R3290-V9 or e9� gNler 9�<. � Vx 2 ik �
WheR%/Skeio[a pd casteg vs ape<iitetl. 3' - b' (ryp.) � eWa4 16' on cenler. Varka S � g �� x. 10' 4m�sitbn each I i �p L XsstoA at
z Imm P or boltwn
I' MD Stop k Box � E AWrtJn�m atepa opprwed. Prtcozl mrcrele section eke ot wlchbasN. 1
. �= nognane: stw9 ee 9mrtee a, eou YMmum ot z� j 6 or p�pe.
1' wpper Nlo Musa q o4un (rypJ 5' Ne w41de wd 4sitle. ��m o( 5 Top oi CvN i
R0.N. 12'ki6 'Yariae H� odJ�vmen! Ij RwidCuaN�a�dEM�SecVm.
Easemenf u Mcb rto-pa, Neoru� Rf9B1J or li
10' Utaly �' equei. 15' o.e.. ALmnum ateP� 24' x 16' h Ikt dp 9ohar¢e vikr fobekviwn.
5 • p� ha8 be M oN flush oppro�ed. Prtwst 5. pMhor boU eMes.
CuA stop Soritay Se�er k" A �M b�sMe fxe oi �oi Q$e. No Wock sUuctwea ore a¢onad. y q� V ( �' m� I j t
2L�; Kof-n-ual moMOle or eqval - WgMUSea ch¢�9 Ee <� � )
�a n� *» � a rea o�«ecoa. m�or�w�o. e� y Wea o� eou� u,�, � (a''e ^ I ISOMETRIC �w,sx cuwo sm'w
Matet NaN r � inzde aM ouls(da ! Proa 9ze Ban M Boib
Wvier xrc&e 4' RF kh /0 sm�inry -• . 1fi¢num siob tleckw; 6' for 14' 6• 12'-18' 3 4 0 4' S/8�
Ti➢e K�vGP« sercice b M1wne bl otMn (hP.) .::..�..:.: �..' . � 4' o�( depN 9�;'�* Uwn�14'. 48'-]2' 1 12' I�
cwc x cai. �'�' �. �� ebb UdcYneaa fs 6' for 14' SECTION and reAfwn eith 8n8' t0I10 mesh. SECTION I
deplh. L�aze fhkWe,,,• ta Mry 4• Gout bo��wn �� �
�•��• �d tdep N 9�lar Ilwn I4 aM ren/orce �
�DalemJned by plpe eha �� B x 8' mesR �
S ANDARD DETAILS STANDARD �EfAI 5T AR DEfAI S STANDARD DETAILS STANDARD DElPJLS
_T � �Jy LS ; STANDARD DETAILS AN� D L
aa ae aa aa �]{� a✓ ' a✓
� ��ING PROTEC170N AT CLFMtOIf� �� ��o.e 7[' LOCATING REWIREA1ENiS �� � STORM SEIYER MWHOIE € � M �'�+9� � CATCHd451N MANNOLE �� ��o.a �{" � CATCH8451N � �� 3 � � FIAREU E1VD SECTION � ��?3 ��
� CASPNC PROTECTION AT CURB BO% � FOR SINGLE FMtILY HOUSES j BOf1E5U00 BMI�U00 � BqMS'hu0 B0�2511W AND TFlSH GUPRD
W�� w W r�t. wi PW. w a.y v.<e xa. Po�. w cV r<
,a,,; � COTTAGE GROVE, MINNESOTA � SER r�. zooe COTTAGE GROVE, MINNESOTA SER .r��e zoos COTTAGE GROYE, MINNESOTA 5T0 � a�a z�s COITAGE GROVE, MINNESOTA � STO � a�m ;, COTTAGE GROVE, MINNESOTA 570 d�� zoos COTTAGE GROVE, MINNESOTA � STO
a Precaat ImxR slwuld be 1/2 1
4 Nmmlv a( plpe oM 6enclrea doped
i
z' tanab tm.n.
6'
I
Com ed Bockfi0
Co ted Backfi�
�
mW<
w
':::;:.!:'�
�
awwa � zoaf can m�e
� � •• •♦ CnnuW Bwmi C LQeD FALIOR 2.3 j
'. ( 'oq' �e�aje utsae p CL4SS A use �emwmr aorro. .Mn 1
a CJ uroor svro. aa+iz� �.w. ��,,,� e� o
3149.28� Vad. �� Corcrete backfi@ l0 0.5 1np ol pye b �Mh 3 feel
4.]5' ol aWAe dnmefer �iN of e��gmda H 9reabr Wn i
6' slwpad bedd�g. � �MI, use w3aNe e.kWg
'•�♦� • le bocldl
'��..:-�� .. .. . �:.�:s;ir.�,_,�n::>.:::�5::..".i.'::'r�;.:;.�.>
��>e,^�e �,��, �Z' ' I 1
PLAN-INVERT _. � � d e«tcm
+12' Y �P '.... � a Naterial in We aea sMB Ee rnn�idsred
trcNentd (or Plpe sper�fied nAh das� B bedd'ug. I' �w i`,�; »;i•1*;+sry:�,c: :y ;::;:ii._.,c':(:`�'�..;�i':t �i�':' Suh9�ada �
��_ Nae�wh rsaxz co:tlre w enwt PIPE FOUNDATION & BEDDING IN GOOD SOILS aa/a art ��.�� x�� �9�uoa. j ___ __ ___ ___ __________ �
w ��wt Itsa than 6 __________ __ _______ Cronumr 6ortow
4 e . ♦ t a a�♦ �
4.25 :� :::::::::::::::::::::.�:: �::::::.�::::::::::.�::::::::::::::::::::::::::::::::::: . . '
............................................................................... � � � '
L4nDFACTOit 1.9 ........................ _................................................... ..n __________
5U TOP �� Compocted _____________ __ __________ Spv. ii8 Ab. 3149.28I
' ::::::::::::::::::::::. '::::::::: :':::::::::::::::::::::::::::.�::.�:.�:':: �
• �o�. out:ae C1A55 B � :::::::::::::::n:c: :�:::::::^::::::::::::::::::::::::::::.-::::::::� , _____________ __ __ __ ___
No bbck strueturza are Mo�eed. bnpeoved Ppe Fwnda4on rcwteriol (3I49.2H Wd.) Pa+12' M. � m�<� of Pqa � I � " - v P
Fw 6' Okm. NaMa!a an B' Grate Fmme coiuNereE IxMeMd lo Uw apeclibd g�anuhr Gorto HoM atwped from a,gdw � �i�i,..' �� :G":i?:.� �.:.,�5�
1 _ _i{h_ � Z•,u 1
12' TO 1B to 12 CY CL2 rt elob h u4ed. malerbl '° j' kf� .. ^'�$.. .
P� 11SLiE precv �aq mvteetd (3I49.2BI NotlJ 1� Wf arM bedtlfng ''���q �I �r,� N- �y E
21' T� 33� 14 l0 20 LY Cl3 FRIESt OtANNEf flEpURID � I � I :y. +� li�+`�.:L�_ ��.
3B' 0' 2 Concnte stool 9�ab fmme '.'�: e .': � ::: * ':. � ::.' ' :'.'.: � :.':: �� 0.5 D;a. 5. - -�s;'.
T 48 3 to 38 CY C1.3 WpER PoP IUP OR 2 Rom-Nek seal Com ted � I - -
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WNwle eteps Neeewh R1901J or w f491H od. HaM sM rem '+ Ok * 12' lRn. ,`'��� cyti•.
I2�-I6 2)' 16' m cmler. Numtnun zkps a�mrM Fo��Malbn �' ur�dst�Avd eol � mameter of �) Kfl_idF:. �` .. ` Swa GrsKron
Ya�J+eb te0a 1wA L�e Fbttd ao tlwt 6 � P% d>PU I ur �' i �. ...
6' of(set Mb fi t ebb Ia fx:n hcre mla typ. L � i�: �-. �:i h-�'��`� r. �, sp�e. r� i�o. aiavse� voa �
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SECTION A-A �«'W> �« TYGe E� �` � CampMed eackfi9
Ppe eM4 Ca cut out flusA b'u' oeretn wrtzma '� � j
iU iw�'de fxe of .aa ' +12• . �.; �
1 �N� �, Doqhouses must be gmuted ' fiameter cf p'pe ����� Ceorae Fltter Aggre�ala �
N boN hide ond oWrdu dql4 6ul ' �
� ewt kas �Iw 6 ♦ Nn00T Spee. 3149N Nod. � � . � I
. :.::,.� :,:. S{ M�m ebb lAkknesz Ia e' fw 14' h a t' LOPD FALTOR 1.5 .
'� � � droN. Inueox Wc4nesa 1' for e2ry 4' 'Dio' Demtea oNv'de ��5 C-2 I
'....:.:':'.'':.' ::: ����Llrter fibnkel (NNDDT 3601.28) ��I 6' ... .. f de Ih 9. kt Ilwn 14'. aM reaiforte p s �,,. a�i�r or obe
� SECTION��B-B ��«e ��_• Trve � � � b�� x 6 to/io �:n. PIPE FOUNDATION & BEDDING IN POOR SOIIS � eha� �rom o�war �
seenoN .Determh M be sRe �
STANDARD DEfAILS � G , d ( STAN�ARD DETAILS � aa STANDARD DEfAILS a „ ( STANDARD DETAILS ad 57AN�ARD DETAILS aa �� STANDARD DElAILS a „
� RIPFAP AT OtfiLETS i�C � OFF STREEf CATCH6�SIN WR}i ���� D BFDING 0.1ETHODS ��� � BEDDINC MEMODS '��ffig� a� IMPftOVED FdJNDATION ���o.e �'R' � WC, RCP & DIP PIPE BEDDINC ��Gro.a
BOfIQSUW BdIMdW CO NCREfE STOOL GRATE FWVAE BOIIESfIW FOR WC �00 FOR RCP ar D�P 0011P54W I FOR RCP AND DIP �� IN ROCK
y 2we COTfAGE GROVE, MINNESOTA S7p g � "' zo�`o COTTAGE GROVE, MINNESOTA "' �' "'' � "°�''�"` � �� "' �"` °�"" `�' °�' "'' � �' � � �`�� �"''�' � "°" a° '
n � sTO-24 , v.«u� zoos COTfAGE GROVE, MINNESOTA � BEO-t a��e zow COTTAGE GROVE, MINNESOTA � BED-2 �� zoos i COTTAGE GROVE, PAINNESOTA BED-3 u�n zoa COTTAGE GROVE, MINNESOTA �
BE�-4
RECORD PLAN 8-15-11
CONTRACTOR: MACHTEMES CONSTRUCTION, INC.
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( hydfOtlt iJ hg r� 7.5' Y fiwm wva� �eq�+irod ie IarG: enou3A ta m�ie 9' 1'-5` 1'-6' 2'-4' 1�-6' 2'-t�" 2'-p' ; Grode
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b eeer Na H-10]81 26' Wwde 12' ol adjusiment q> p cw.<rata & Crs. _
eaey-s�.-aw. e». vawz z�' � �° PLAN _ "'� ' i �; n oPo � Q it ipa ,�u� �
— H9ckn`�i to o-_K +-� I 24' agova 9rMa.
b la , ped TNe Ho. Eabo > ° ' �,.» s � r �� \ 3 E 3. P9 jo'ai6 in the watet
1 Atu Px No. H-iDJS] �. kteml eWb aho9 ba
� 3 1 � �bY-Sle-Cmk B-500f \ Sbmlev Sleel Tappiny Sim�e � B' [? x.+�(rwN reatra4�ed to Iha TEE
7 Cubi� '(crd Tykr No. 58 14' Cu(e vohe hox, avee ype, f .� NasSwt Seated Yohe q, T�p carpoeafbn ¢top at
u) glOV210f CRich¢tl No. 59 18' 3 dece 5 i�4' slwR, ska � pro�rEJe cappr conductiv'�ly � / l � �� EY'h�11 �- � Alm/AM'NA C5�5 2/3 ppe dn. in the piug i
No. 60 24' G boz.�]'-6 eslerNM, trv fo bypasa iv / ptrq Wateran PFC 2500 /d i
rxk. Cover witn � uu<ner Ho. se t4' � v wvvar a�6. - � o� �,nx �k
polyeinlene. No. ss zo. 68 m„�,a bose � n�e� 16 wll4' D.L or 0.ppnraC Equcl. ;
atr� se-c�na�
� •' "�"�� : x •'.'` Provide CoMacUrR/
4�x�F VeRltai VB521 No. 58 14' ...: '' S4a B N'm(mun
�`��m r'�-�.`r:i� a (2 � i
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O 1 r };� `—DIO.:Y. V�BSZ3 No. 60 18' edge �i CoDD�r sW.
Re'fioM W YaM
`x4" Th:u?F blo.k Confwminq to AWNA
�4 �� ^ �c s�o�woro� aw� sv eoios rwi as• emvs u aE� :s r J' +'x<• Mon�..
8` Conoate �bek �iiON N �� �, ftei5anl Wedge VoFre \� � � � �� C• 3Z DIP i
Te cll Eittin s;ritn min. � Confw�NNnq to AHTIA Y �'�'. Y �=- `+ -�+ ^- 2 F „�
'1 . a� ��ae C�ndu�to-fity � �eser Ho. x-towt w• � - �', �
of t� o, 3/4 niarr�, rcAs s�,-� �. y�ls �' c-sov-eo eto�me / SECTION A-A ^: �� '�"' i �
Strap (l tf.�nim�m �i- 5� ry � �, j
1 16":<3IM1 'hide t ,� . �� �
o�d �.;4. ". '. ' - .`.. " ' !wic. � �vcu rE
Flat Co ar SUi P c i�' �:t ;._ "�. �' � � r cr- -._y �ra G•,z}
FF P� snnv.(h��j•N+m�+m / `: . ' � / / 1�.�msrN�lri , � __i%ie•.'i%a�K3,tn �
fiase � ts,a a xde , ��.. �\ 'lr-, aV,:owJR �
af n.i.F. �sai,,.mofi � coree. sNV. - .{�// / \ T ��� f ��/� .� � o� ea�e } , n ,.
�F-nt[ 6e wrapFwd nit}� � \V�Y/T /. /. �\ � ComP�kE Crofubr Bockfd :� ;� _ I � CmVOratian Slop
A m�t otost�c, inciudino iM� e��e EaN+ �,,,� ' �{ �`� ..,�: i
all mechanico€ jainis, � ww�x e• ca�. wo�t '��"��� ` � j
`:t;::ysy'.: 8' Cox. bbck n SECiNlN A-A PWl 22 1/2 BE1A5
.:... ) �
STANDARD DEfAILS ( q . a STANDARD DEfAILS qd .Jy STANDARD DETAILS Q . d .J�. STANDARD DEfAILS aa STANDARD DEfAILS aa - STANDARD DEfAILS q , a
� HYDRAM �EfA1L '�Co7o'3Gras � GATE VALYE PND BO% ��?�oaGrv.a '*(" WATER WJN WEf TPP ���o.e '�[' CONCRETE 1tiRU5i BLOCKRlG ��S � � WATERMNN OFFSEf ���� � DIP SERYICE OR DEAD END LINE ��29 �
� �a �N=T��� � o �� � � ,a �� o;
b ex ���. xa. ca� nie w cfi � GV �+ xa. cb vmb n'x
,i;,,,, zoos COTTAGE GROVE, MINNESOTA � a WAT� i ��.e l C07TAGE GROVE, MINNESOTA WAT .n,�a z�ws COTfAGE GROVE, MINNESOTA WAi a��e ioos COITAGE GROVE, IAINNESOTA WAT � i d�M zoos COTfAGE GROVE, MINNESOTA wqT_� �,',;,�„ z� � COTTAGE GROVE, MINNESOTA �yqT_g �
� e of aro Ycdcble
Z.r 1 6 I a�-a �e f.�ie =_ �6 ! �� a�,o aer �,tn/ooi �[a. � 6' IMnMUm)
�'J� Aoa .equsai ?tuncotea i see note s.
1/2'r6' CahaJzed BpNf
3'r -1 - B � • 8-0' Ah Cv! Woahen
I I CATCH 6<SIN AT P.C. or P.T. u F�ota 707Ef
:woe i/z'� � y � i �� ' 4 ' '° ' ' (ca�,taaa, xez « sa.)
� a a' x tt - � /"� � : . a5' 4" {b' «rb) � p• t•
B6I8 WRB D 5' 10' `� 3, � . 3• M1 3' cu•b7 i l '/'�
,,, .`: . a � hinDOT 8618 �` c� mursmau aee � :�'i� I •' �° ( ! •
fatchbast� Fmma & Cmo r / ���£ � � � � Go�M .. ]�
..• - � Neerwh R-SO6) w e9uai ��� �b� i 21' k'1:1. -{ � ��i a+ E
..' IB' — eM vwe Gmle d w � t
i/z•� ea« o� w.e - , � ' 6 .q/ � �snrv � Face � -J y . , ,�` 1a I � 'E
3 //- �� - �� CATCH BhSIN IN RA�WS q ,a/ �a p � p I Cerb ' Malcn Exls+�nq i I xoMfwl,
• i �°; P° r R/ Y C^'�:�:f:� phS1T2,'N 4NUtl i 1'xe xe -0•
: .. 5 ,... : B618 WRB _ � C�:}:,<<rc C� L.<.'l�'l10+ p � I Ho. f 9�de i�nnber t
. ..; , � SURlAOUNTABLE k c � 1° � sun�wanaeic .�.� � �
6 innrsrtw'+ cuae s amrn a ca<rso.b to e� xa�:s:a r PLAN ����� ��� s��a I a• s�a<i
n ,s" fi. . ic��uons �
D-412 a ne». a<ayn q�nter [�, qmee �� T� of Cu*b i� cnu� �
B. 4' opeNrq mv.
:: , �' 1z' A — A q ' ^ I I ' 3! � � �
rxe o� wre - 6 �.q:� 1 v.rlable I' t�. ¢ me tn.�icode eoaa r«a suAace. zlwn ne r�N Rneaortzea in
��� �e� , l� DOUBLE CATCH 8451N � . IdaFch E�isiing � aitemale e3rer-nhHe aM red eiripLy, us4g a refkctke eheeGiq
1/2'f 10 1/2' - J y y y � M p g � _ VYrdlh ConfoimF9 ��e ra9viramenla o( SP� �2?A2b. SNrAvrd t,b. 2
wee : B818 Cww. QuE k QAter ISOMETRIC � . e'-3' ib' --rt) , , o-a' (s' zurc) �'
m �/z esia cuae � z- Aa a�n� No sco!a �. 4'-2° (a' �„i�} a'-z^ (a' :,,�) 1 2 Prbr lo IiuSoGn9 IAe an«we sn��u� ue m�aa n�m,
y� p�pl i 5' 6' 10' Each �q 9' 1.Ou ft/ft �: Vcrlable � � s�pA 6a q'.rm a eonpbte waWg oi 1YRle Nood Petme� panl
opz ,�.ce fa/3 s�,�_� romw to seew asw. mco,�d H o s«o�a �oal or rm�4
��' � � ' �sma� SECIION B-B
p �n, ':...,:.:•< ..{ ..: SURMOUNTABLE o o pJ,p� ! I c`.v'ob Ro� eobi w�rormbw m svM. as33 rovccea oNi to uw
5 �� I4 � .� .� ¢urtxev iwt eovertd ��ih reileeb':e sheelleq�
..". ....". . D _ — m m• M. r�wta� m' es�,. t�,iw� m �;a �a� s° Varie= a�_0• � i � _ �
ToD of Do51Gn Str2aE heeNq a���rode 6carda ehoH Ee comDkt<h e �t� oM « Flectorixed i
� i PV'� befors bNM Nrio9ed on ih
$ $ c
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q' B' 10� 1 4 � ui � 'J � - D`.lu:r�l�ou9 ' 4. The pb«ment af Ihe bartica�es ehoil be �0'-0' (mm Uw enA of �
e• _ �-1-- F ., ; , .��. -I o� so: i Potnrvor k tFn biWMraua road .;u � na,moaa �omarea oo m. �a, I
6 SHOE PORMED �. k; �.: �; ;n,i�'�,�:::. �::: t;iii<:i;�e;?`r�:;i:txt:*: �::�� �. �� Y s �.. � � �� - !fax zc: i cencr��e f r�ns ue non ar wmo. i
BITUIdINOUS CURB ""' �'�"""' ""' � 5. There aha8 be a 6' nifimum spoWg bel�een Dariicadaz TM1a nvmber
2 ... N.ND. 8618 WNC. C& C a�k� 9�ter 6m 9roda 2- B4 Reban ( of bonvcaiea r� ba delemdr�cd b/ mad �(dih
IMERGAL W/ MAT rncn.oy ..�,> ,ae, � vnn+ s' ccncrete 4 '
SVP4WHfABLE C k C F1° 8 �� ., e � 4" A)g�eacle Bese ( � Pbce poet ert<rukn aM altxh FLture Road Fit<n�ion Slqn lo banicade.j
SECTION A-A -P_B4EILE s`° °`imi v "�° sm-}s.
SECTION A � SECTION A-A a���r�° �,�b s e �*-tM C �
Ilo scak t� yt� �
�,�."" STANDARD DETAILS STANDARD OETAILS � STANDARD DETAILS 1 � STAN�AftD DEfAILS S7ANDARD DEfAllS S7PNDARD DETAJLS
aa a a�+ �y aa ad aa a ad
•` CUftB AN� GIfITER j�� � CONCREfE CURB & GUITQ2 ����eCrv.a �1(' 9678 CURe & GUTiER ���� �� � � PEDESTRWJ CURB RAMP ����Qe � PE�ESIRIAN CURB RAA4P �. � Gare � PERM4NEM BPRRICADE ���
� �� � TRPNSRWN ) '° 90ne+11uD CONSrRUCT10N AT CATCH BlSIN �""m � � GENER4L LOCATWN �� � PATHWAY/SIDEYfALK �s4��
COTTAGE GROVE, MINNESOTA °b `"�• "'' °s w "" ° "'" CdJ "�.• � "� °" `�• "` " "' ""• �°
,�iw,. ioos Sht-� ,w�ro zoos COTTAGE GROVE, MINNESOTA j STR-2 d��. ioos COTTAGE GROVE, MINNESOTA � �_4 �, ' COTTAGE GROVE, MINNESOTA � STR-5A a��e zoos � COTTAGE GROVE, MINNESOTA �_g ' � COTTAGE GROVE, MINNESOTA � STR-10
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PAVEMENT SECTION
(60' R/W)
STANDAR� DEfAILS
IYPICAL PUBLIC STREEf SECTION
ULTUiATE DESIGN-RESIDEMNL
P
CONCREiE SIDEIYALK
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BITUMINOUS PATHWAY SECTION
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STANDARD DETAILS ,�y�
CONCREIE SIDEY/ALK ANU �f'
BINMWOUS PATHWAY �e54DD
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TYPICAL JOINT SECTION I� C g
STANDAR� DETAILS i STANDARD �E(AILS
aa
BINMINOUS JOIHr 54W AND SEAL �� �g�) � 1YPICAI Ui7LI1Y LOCAl70N5
COTTAGE GROVE, MINNESOTA � sia�-2o ;�,�e z� COTTAGE GROVE, MINNESOTA
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RECORD PLAN 8-15-11
CONTRACTOR: MACHTEMES CONSTRUCTION, INC.
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