Loading...
4.1 PCSR 05-23-2017E lls River Request for Action To Item Number Planning Commission 4.1 Agenda Section Meeting Date Prepared by Public Heari n s May 23, 2017 Zack Carlton, Planning Manager Item Description Reviewed by Paxmar, LLC - Miske Meadows Chris Leeseber , Senior Planner Reviewed by ■ Update to Preliminary Plat, Case No. P 17 -05 Action Requested Recommend, by motion, approval of the update to the Preliminary Plat for Miske Meadows, with the following conditions: 1. Updated engineering and utility plans must be approved by city staff. 2. An updated Planned Unit Development agreement for Miske Meadows must be approved by the City Council. 3. The sidewalk along the south side of wetland #2 must include pedestrian ramps on both sides of Johnson Street and Ivanhoe Drive. The mid -block pedestrian crossings also need to be striped and signed according to established standards. 4. Rear yard drainage easements for all parcels abutting the new stormwater basin must encompass the 928 contour line. 5. All mailboxes shall be clustered. Background /Discussion On May 16, 2016, the City Council approved the preliminary plat of Miske Meadows. An update to the plat, which included 37 detached townhome units, was approved on January 17, 2017. The current preliminary plat request includes 251 buildable lots. The changes being proposed with this update include reconfiguration of stormwater infrastructure between Johnson and Ivanhoe Streets to allow the addition of four additional lots. The changes also include a new stormwater basin, and relocation of the mid -block sidewalk connection between Johnson and Ivanhoe. The applicant has also requested approval of the Final Plat for Miske Meadows Third Addition. Council will review the final plat, along with the pre -plat update, on June 5, 2017. Site Plan In addition to allowing the addition of four buildable parcels, the changes to the stormwater plans reduce the lot depths for a number of lots. The typical lot depth for the impacted area has been reduced to 128 feet, but two parcels have a minimum depth of 120 feet. The standard lot depth for a typical single - family neighborhood is 130 feet. With the changes made after the first submittal staff is comfortable with the proposed lot depth reductions. The pedestrian connection between Johnson and Ivanhoe had aligned with Lincoln Street and the connection to Sunset Ridge. The proposal moves the pedestrian connection north, to a less than desirable location along the south side of wetland #2. The new location does not align with a sidewalk connection iawERfu sr 4A UO'E on either side, but due to changes in topography this may be the best alternative. To address concerns with the proposed sidewalk location staff recommends requiring pedestrian ramps on both sides of Johnson Street and Ivanhoe Drive, painted markings on the street to identify the crosswalk, and signage to inform motorists of the pedestrian crossing. Parks No additional park land will be dedicated with this plat, but a cash dedication will be required with the filing of a final plat. Engineering and Utilities Mass grading for the site was completed last summer, and installation of streets and utilities began this spring for Miske Meadows First and Second Additions. Staffs initial concerns with the project were related to the design of the stormwater treatment infrastructure and the impacts to lot sizes and buildable areas. The current proposal meets all design standards. However, it should be noted that the current stormwater design creates a situation where water will rise up and out of the catch basins in the back yards of some lots, and lower as the pipes drain the water. This may be surprising to some residents, but the water will recede quickly. Due to the planned rise in water levels within these areas, staff recommends increasing the size of the easement along the rear property lines to mitigate the chance that structures could be temporarily inundated with water. Preliminary Plat City ordinance section 30 -375 outlines the required findings for approval of a Preliminary Plat. 7. The proposed subdivision is consistent with the honing regulations (article VI of this cbapter) and conforms in all respects witb all requirements of this Code, including the Toning regulations and this article. The proposed subdivision amendment will accompany an updated PUD agreement for the entire Miske Meadows subdivision. Specific design standards for this subdivision will be outlined in the PUD agreement. 2. The proposed subdivision is consistent with all applicable general and speciali .Zed city, county, and regional plans, including, but not limited to, the city's comprebensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topograpby, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding,, and drainage are suitable for the type and density of development and uses contemplated. Staff is working with the applicant to finalize engineering plans, and expects to complete the review prior to the City Council meeting. The physical characteristics of the site support the proposed development. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all otber services, facilities and improvements otberwise required in this article. N: \Departments \Community Development \Planning \Case Files \P \P 17 -05 Miske Meadows Thud \4 - Planning Commission \5 -23- 2017 \P 17 -05 Miske Plat Update PC 5- 23- 2017.docx Staff continues to work with the applicant to finalize storm drainage concerns. Staff approval of updated engineering and utility plans is included as a condition of approval. 5. The proposed subdivision will not cause substantial environmental damage. The subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict witb easements of record or witb easements established by judgment of a court. The subdivision does not conflict with easements of record. 7. The proposed subdivision will not bave an undue and adverse impact on the reasonable development of neigbboring land. The subdivision will not have an adverse impact on the reasonable development of neighboring land. 8. The proposed subdivision is notpremature. A subdivision ispremature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a preliminary plat, the proposed project meets the standards, and is recommended for approval. Financial Impact None Attachments • Location Map • Preliminary Plat dated May 5, 2017 • Final Plans dated May 5, 2017 • Final Plat dated May 5, 2017 • City Comments and Applicant Responses N: \Departments \Community Development \Planning \Case Files \P \P 17 -05 Miske Meadows Thud \4 - Planning Commission \5 -23- 2017 \P 17 -05 Miske Plat Update PC 5- 23- 2017.docx N� 7mr.n ra �ary Scti00 Miske Meadows Preliminary Plat Update �V f .` i Sol j 4 Elk Case No: P 17 -05 River k 7 All Alt : N� 7mr.n ra �ary Scti00 Miske Meadows Preliminary Plat Update �V f .` i Sol j 4 Elk Case No: P 17 -05 River 0 ® Daamaee avD un �mo.ao M��j aae s" s. s� II NORTH r s IIDTI I'd —�-- i-T ri-T T-17-T � % 1 1 1 1 1 1 1 -JJ,II— _ — VICINITY MAP — _ I i — BREAKDOWN OF. UTLOTS oRNovEN svnce n, e; c; o .IT oucoTS Foa vnRWOVCN "AI, "I • IDUEEMDUUMENT IDUNDAIYdIN I - - - -- Nc IEXI ITINGI O IDNEDODM - Fwav uNE IVRD405ED1_____ c Nc I4RD'DSEDI _ Nc INIDIDIEDI — O woNU U -0Fwav Ivaovoseol rMelvaovDIED) IUIE NcFwavuE) - - - -- T><a "iIT 'E O Ma xDDUZCNZZ .���. vacuMINaavvuTC EATCCacn oNC Si DCwac lvaovoscDl --DESCRIPTION a IN — PROPERTY SUMMARY sI.(I..... co III %oE cE" "TOOTS aak /oE u_ssaie "T OF wav csoc,TSC S. T.ImET7 11 x. IEk1% LOT SUMMARY —SITE DENSITY EaoaosEI DEDIII I Edl UwT EEa a IE leaoss) (zsc cka /cos.csaac�7 SITE SETBACKS _EaiacsaeeT. 2 AiIII EIIIs — DEVELOPMENT NOTES — ZONING INFORMATION 11.1.IED IUD NE IUD ADNND.ENT 111— 1AIK IUD SURVEY NOTES E EI IIIdIAdj11I .m I Th, Mwoo I—, nz -rnncn nas & III III 11I (gm�nv .) aa1 e..ned kakem E.1ea IUD, ke an Drek11,11D s vkakaa ouzo /zocs. "' 1 11911 f111 d1ld f111 11,11, 11 ed� izka Da "em aka kid rD,me aD,m i Summary Revision History Certification Client Project Sheet Title Sheet No. Revision d, a avvTONed: "Me App, d:11 N °. �`e av s °bml�' /Re "s °° PAXMAR, LLC MISKE MEADOWS, PRELIMINARY PLAT C3.U1 A NTmTnT ,M, a �� ° "NEEI°v�MMEN II Ctun WWW.sambatek.com IT—I"E�1M1 -"� Book Page: ELK RIVER, MN UPDATE Engineering I Surveying I Planning I Environmental 'hat ��Oe103 /n /zon Project NO. 20460.03 0 / ;7: or arc za \ - - \ \ \ -- � uy.EOr' RDi _ --'1 '3R %. or RE 13. _ - -_ M.... .. .. ..... _ -, ........, r. :':. r: • • -r . m . °3 E - ______�___ __ ai.u.------------ . . _ - ------------- - -- - ---- - - - - - '589 0.53 -- 793.93___ /\ OUTLOT Q \ 111�,I'IY IT Parcel Line and CUrve Table \ `00 \\ \ \✓ rf� ra \ AF ss a o = g I / \ m I NORTH \ rr�WP / t ®° *' Summary Revision History Certification Client Project Sheet Title Sheet No. Revision App " "" °. �`e ev s °b '�' Re "s °° PAXMAR LLC MISKE MEADOWS PRELIMINARY PLAT A am ate M" �n,,M a ro=PEaa.�MME.= C3.02 low '���` "�" "" ELK RIVER, MN UPDATE www.sambatek.com Book P-: Engineering I Surveying I Planning I Environmental 'hat 1�Oe10a/nn°n Project NO. 20460.03 i (T NORTH \ TWIN LAKE 1 ELEMENTARY ii� - -- / SCHOOL jV�°s V - - -- '1121 OUTLOTAI a �\ / %,05 .,�z nK.,�3s,.E ; �Q�pSE ,..• _ \ � °o �;, ��;' 119 j '"y \ � II II I � 1 F N(-dap P� o Og � � m$ °o \ I I \\ � � \ B 3q � •' `+�� ��, gyp. � � I I 00 '117 �1zz�ly' 124 ro. lrts I SB9 19' 4 E 't()4:3% ' nn. K:1 °"° e5 °oo'ooE gas oz -- OS p9 � N )°05.31 "E 02601 I ,- sass« sem �\ __— \ C � ,� 9Y�"�'�• C�G� �vv 114 ' -' �T �r.,, �a3 �� ��� '1zs ��im va,/•� Sys \ •,y� o °Ir Ir_m -J f� r p I I A v '� ' t �.°; S 113 155 -.�.. .. � '• c e•s.•o • : : � ° _ \ � __y v_^3 - � � q 1 �=, °a_.i J + "I I �.i lI a -mi 1n• a°5..,,4 r .a sg i`� '� I I a -rne:ueoa.s nn r .s • .��gJ dry I L I I a,®os . ;_,r.J a I � I {.. .a �,•• ` r .s r . �_��1 I I J I ILr�qa. .15°-,�0 .w148 153 45 153 152 151 1§- •1z.1E 1_ r 2 •13s OUT OT B - s 2 sss 3 T 3 . _I I + I ajlh m o � d / I 9 °15.39•'E a _�' Imo• �- N \ r s'° 145 - 1R ;� ®, C ml ��\ ]10 m • 1 P 192 "l ��+2Vii J!SES _,mJ I La 119Q'�•A`L 1SB IN u_ P 192 4 r1 l r -rvori re =rs�.r .�T �°+ ..:'+rP i °,b r I 'I "6 176 wd I "I si - r ss° J -------- I —..4- 1l na a ,gp: - 129 a .ro r 109 �; IW W •,+om° 3 I" I Pill R WY,nw J m 1 Pz Iy q,I J, L .NBi lA2L lfi.OZ4BZC a�2 Jim r L L_ I° N �1 i� \�.' Ce, 144 Yr s?J Fx6" 194 f� l -J J 1_59 ,y 180 M 161 '� n• — Iffi Q, a r ol- J 15S 9 . W. x ,seal + _ _ I 156 - a 157 a.r ���s.� FYI 1 o�.` ,� > , w ,�(, ��o•`,° -8'I r sm - 0 1os \ I^ ,. q IIN 11 n & L 19. � 1 8 J r 1 1n00 KI1 17 7 _ L I e° �. -� I E _ 1•�R9,. - b -J II I L �° � J A' 1n e= , 6 195 F-77- - - j, - i I "� =� 2 ,� �°a•�. � '�n \o i `�NV,. r (i•' g '.y fl '" � _ 's1 �s �14 3 81 � ? y s a I \ �s3R.'�R�7, l I 1 IL` �Ba__1w133_t_1 0 � R I Io i3 x ' i_�ns 1;�,0mss,7 , v ai i vfs a Bs] e _ \ _ _ es Y a � a � m� \ _ $J L ,'L_ J ✓,I 190 k+ 3 f o - ? $ _ s �mY +•oo'i•, - 5 za I� I° r sez °,a•sa•r e,m.� m e,r • Ir JP r sa.nza 106 fi mz i,•z 3' o ixi, 1 178 - B� �1- I J I" el SIr 163 ;. I? F� �y 132 R Y .I ssGl I8 19 ° F r - r� eL ®� e,°„� 142I a ry 'Ls _a5amoe'r`u+ "I .. C _JLaSSa Sa1B2._ -b to °I --- - - - - -- >s PJ �v r Ir_- J+ffi"!4 559.,0._ -J : l _ I` _ J 189 TL /OT w �ip L �szas u_ivzs J 1 1 s I' r mm-a , r1 L m_xy �'I Ao ms ?has 79 i DU, , :n.,.. C n r" 164 Ali �(p . L mm5 _J 36 - - - 174 Ar z 141 sarnziaE_u+sel X104 - c 197 m r- J °1 RA I___nax s: e'�lso.v / .Ih fl e Summary Revision History Certification Client Project Sheet Title Sheet No. Revision a '' App—,d:111 °. �`e ev s °b Imo' xe "s °° PAXMAR LLC MISKE MEADOWS PRELIMINARY PLAT r �Sambatek ° ed xMe � n ,M a re=PEaa. MME.= - c3.o3 A Pdare:PxE"M'� "" ELK RIVER, MN UPDATE www.sambatek.com eookPage: 'h Engineering I Surveying I Planning I Environmental at 1�Oe10a/nn°n Project NO. 20460.03 J L. 7L. T 141 "�o��o.���=fi, w er ql 'li 174 WAE -'L- rz ------------ 1, L6� F V-6900w NORTH 9 142 - - - - - - - - - - 180 173 J '2J W27- J 81 va 168 136-- %5 L6� �61 167 A- 6 182 183 Ir IR yj I Ig r 'blh- X I4 F� o 386�' L53 L -QN&TrL 1-- 34/ - - - - - -- - - - - Ip I k- 350 1 L8� L -7. 7-7- 64U 339 Ip 384 7.7. "e... 338\ 7 36P el 364 I 35 357 35 383 p I 365 --- --- --------- VZ7 FD. KS v OIJTLI°r —1 11 IT 381, 331 hl, L 7� 377 374 375 �V' 91 , Lul o� "'Y' IF MA/2 OF 326 OUTLOT F 'H 379 -4, 328/ N89'12'4lrW 870.89 3697/ 11' 11 N-E IF IF —E IF —.D �3 1E CORIER IF NE IDM 1/2 IF 2 2_ ()T OUTL 2R C 37-1 �sIRI'GCEEl NIEITIL /1\308 S t 308 326 370 309 '�N 41 91, OUTLOT G 10,Z%Q IT 324 -7 E. - E -E \3 I_ L pule —Er!�-\ 215 /* Summary Revision History Certification Client Project Sheet Title Sheet No. Revision N1, 111, 11 1 App-,d A 111­ 1- 111 �lT� -.1- PZMAR, LLC MISKE MEADOWS, PRELIMINARY PLAT CLL[;k Ph— ,, 21" —'M ELK RIVER, MN UPDATE am ate C3.04 A www.sambatek.com -k I p­: Engineering I Surveying I Planning I Environmental 111t1d 11111:11/27/2117 Project No. 20460.03 NOso RTH o P.—I U— d C. - I IR x Table rnen /a, °en eeng�n xea, °J s �i� � � � � � —�� Il 11 IT ce rz a orz � a I 11 IT /OUTL9� L- - -- ��� ; � y FUTUREPARK 4.uz1 Ac 17S,M SQ. FT. l s wE or mE x xm ,/e / ai , � — — — xx i/r or \ — —J sc. .x. t.0 x.x J — _ _ _ _ _ _ _._ i t ' � � 322 <.� ' 3113 0 314 / �y � � F°d� / �µP 315 sy ��� 9� ���� ✓w • / 316 /T i / /'; 297 i I°eR '9,.\ d � � • 296 B 295 ' :'zaf' • z7s � � r w a 276 � \ w w,, d j0v 279 ' \ v� 251 PARK I J �f�w � 9 \ •ez.on 321 iY/ dill ,A h ,» /320 ,✓ -J r b � J 'x, H 3�8 .RAb / All °a �� �// ! sE — P \ F _ o 294 293 4A 297 i g ia,Ea o �. • �, LE •�iiiz�i�s oEu q e 's'6'• 288 . L-. \ \ \ > 'L vi� ice:• > 3, '" � 7 � s ")� \ <ry�s.� ass "���,;,� \'6�;� +. �� / /�� \`• 2 zsz 3s 8 �^ ,•;M \vat ��v k��. Ps �'' 2S3 9�c ��Co �2S4 \ Jo N89 °14'43 "W 773.58 '( 7 N �e a.Ea P.xx sEmxo gym. � Jj qVNOp ml4s zem' —T -- j - -- I I , Summary Revision History Certification Client Project Sheet Title Sheet No. Revision = Desig —d:111 No. Dale By Submittal I R—i,i- p App— ,d:111 ro,n, ,M PAXMAR LLC MISKE MEADOWS PRELIMINARY PLAT A t'Sambatek Pbareexf��M��x� ��1S0NSPEPgiV���`x� ELK RIVER, MN UPDATE C3'05 D—:lML -a www.sambatek.com Book /Page: 111t 1d Engineering I Surveying I Planning I Environmental i� °a'oa�nnon Project NO. 20460.03 a .. - -- � �OrU M �LOT 322 <.� ' 3113 0 314 / �y � � F°d� / �µP 315 sy ��� 9� ���� ✓w • / 316 /T i / /'; 297 i I°eR '9,.\ d � � • 296 B 295 ' :'zaf' • z7s � � r w a 276 � \ w w,, d j0v 279 ' \ v� 251 PARK I J �f�w � 9 \ •ez.on 321 iY/ dill ,A h ,» /320 ,✓ -J r b � J 'x, H 3�8 .RAb / All °a �� �// ! sE — P \ F _ o 294 293 4A 297 i g ia,Ea o �. • �, LE •�iiiz�i�s oEu q e 's'6'• 288 . L-. \ \ \ > 'L vi� ice:• > 3, '" � 7 � s ")� \ <ry�s.� ass "���,;,� \'6�;� +. �� / /�� \`• 2 zsz 3s 8 �^ ,•;M \vat ��v k��. Ps �'' 2S3 9�c ��Co �2S4 \ Jo N89 °14'43 "W 773.58 '( 7 N �e a.Ea P.xx sEmxo gym. � Jj qVNOp ml4s zem' —T -- j - -- I I , Summary Revision History Certification Client Project Sheet Title Sheet No. Revision = Desig —d:111 No. Dale By Submittal I R—i,i- p App— ,d:111 ro,n, ,M PAXMAR LLC MISKE MEADOWS PRELIMINARY PLAT A t'Sambatek Pbareexf��M��x� ��1S0NSPEPgiV���`x� ELK RIVER, MN UPDATE C3'05 D—:lML -a www.sambatek.com Book /Page: 111t 1d Engineering I Surveying I Planning I Environmental i� °a'oa�nnon Project NO. 20460.03 2 zsz 3s 8 �^ ,•;M \vat ��v k��. Ps �'' 2S3 9�c ��Co �2S4 \ Jo N89 °14'43 "W 773.58 '( 7 N �e a.Ea P.xx sEmxo gym. � Jj qVNOp ml4s zem' —T -- j - -- I I , Summary Revision History Certification Client Project Sheet Title Sheet No. Revision = Desig —d:111 No. Dale By Submittal I R—i,i- p App— ,d:111 ro,n, ,M PAXMAR LLC MISKE MEADOWS PRELIMINARY PLAT A t'Sambatek Pbareexf��M��x� ��1S0NSPEPgiV���`x� ELK RIVER, MN UPDATE C3'05 D—:lML -a www.sambatek.com Book /Page: 111t 1d Engineering I Surveying I Planning I Environmental i� °a'oa�nnon Project NO. 20460.03 Summary Revision History Certification Client Project Sheet Title Sheet No. Revision = Desig —d:111 No. Dale By Submittal I R—i,i- p App— ,d:111 ro,n, ,M PAXMAR LLC MISKE MEADOWS PRELIMINARY PLAT A t'Sambatek Pbareexf��M��x� ��1S0NSPEPgiV���`x� ELK RIVER, MN UPDATE C3'05 D—:lML -a www.sambatek.com Book /Page: 111t 1d Engineering I Surveying I Planning I Environmental i� °a'oa�nnon Project NO. 20460.03 NORTH IV I la -I — l'y- - -- T I• - _ - - / 62 3�. ° g I -t {- ,saohaii•w 'O nl �° 'I I ?..� N1 L - -- yw 3e3, I '° .. 'a�A - a,,"rx` o8 °14'47* '1 LsmtiYia•x�l° _ n aan I $': •I -- '�J_ Inv +�___ 1 ^ 327 s � sp71Y1PyL � o -0 0 0. o -�.� Lo m 1 a• I as SI I � I I I 81 I I I I I 8� I 61 I I -7 192 I I 1,91 ai i 190 I �I I i z 61 i yl / yIax al .,, pl I I --:+�� • YI I �y` I I it I L".1 gl' 7 181 a kIE I'a , € 337 lsn L- -'9�7�2i r< _ h 811 + .i I� '"��•j7 Ih x FR � 18,7 t1 i1 186:1 /� 336 1 _s y�, , ` 329_ yS fl I 185 �i� .:`'s� ass r I :I ,7 94 4 330 " .. n °' _ - - �— - �za,— a °zrss T °�u• �r - l a / - z /<' 'fie is :d, .2,� 3.0' 9 av,p'a� as.- i 1 ss - -I - F. .I - ---, LLL vs 1$ 195 dd 11 16 / -I �'� tw \ �� 4�' :� 'Iva+ -'e'S ',• ,� ---193 1 ig 194 �i ie 196 yi 1y 19Yi is 198" I I, - Ii IIR "- -'7, �1JtlCICtt 1 1 Lr I 1 9�l IY l �d ,i Ir I I^ lr I / I� I I IIrY 200 v ` rJas�, ga- _ asss__ 7_ is.1s��gcrt- �\uylem UJ/ _. / �\ �+G� T'\ \ // \e os q§ Oa` ro 201 � a z 202 208 I IInn1 h g 11 h Y2 - \���, M . 03 _ ` g �A q � S87 °OI'37 "E I l d rl \ �e-as_ J La mirk L e -w•xn: , - .. 2,19 �i • srvtarN'e ��\ � � ��/ � .. _7 a -n•w:r I 1 =i''?i w4`? .,� `''�-� �R , �X'"rvy / / i ,1 , ° a s i 211 .qi" / -�� ✓_. _ �r� I, os N01'47'27 "E { NDS °34'24..E . _\ ___ '— \ ly 209 I II d IS 210 _64.02 74.29 09 "01'24 "E — F w,,,s 16 _ __ 388 1 1 S\ � e'a' d4 ajr', :p`/ + F / ✓r , — — - - o m a _ 23-°e 2 . .6, a•_ -11 1 I 1IF h L °0X 8 . 08'1g - '�, ' e a 2^F 1 1 7 5NS B�7 " 2 75.26 x .tT . 5 .0 . a . , 2/ •/ ��5° \8 �x '�6 i 'wvR -, . ^t\ . / nrw 4 0 „ / 222 4 `224 2 O (r }6 227 - J 226 r' .,. 18 . u mea I 12 0l 8 1 +- 6 w, L � ��* -�' ;'✓� aai ra ,.�� I II II a ,a as J o ” �� 3 1 '1 1 1 1 1 1 pRl i �� t � °• � �1 a".sF.zs o 247 �� '��° /J� • sc` �� / , ~�� r :�� f : : .- .-• . ; ° m z 1 2, 3:,3 :. 23°4 „ $I I I 23b- 5 N `7� 1 I1 _ \ - _7 I I I ' -6Wn1 �l ..- I I ,, n-7� I1 '.I f I I 2z3o � 81I '8 ph I A 238 I W I 23 6 237 240 2°4,z 4 I IIII N ° � R 245 _ .. - - - -J ._ a oe IS L- - - ,� SW aW sW o 7sm sm m gym aaaa .�R oo i b ' a, / I \ Summary Revision History Certification Client Project Sheet Title Sheet No. Revision o�g °ed: " "" °. �`e ev PAXMAR, LLC MISKE MEADOWS, PRELIMINARY PLAT A d, app— ,d:"nna osmsn, ,M, a a I I CdIG P'E” :... "� �� ° °" �� ° °�����" ELK RIVER, MN UPDATE C3.UG www.sambatek.com cook P-: Engineering l Surveying l Planning l Environmental 'hat 11111:11/17/1117 PrOjeet NO. 20460.03 Site Development Plans for Miske Meadows Third Addition Elk River, Minnesota BENCHMARKS BM NO.1 HYDRANT AT THE NORTH W EST CORNER OF THE INTERSECTION O F 190TH LANE NORTHWEST &I ANHOE DRIVE TNH ELEV. 942.05 BM N0.2 HYDRANT AT THE SOUTHEAST CORNER OFTHE INTERSECTION OF IVANHOE DRIVE & FUTURE ED SON STREET NO RTH W EST TNH ELEV. 93217 DATUM: NAVD 88 GOVERNING SPECIFICATIONS WATER MAIN AND SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE CITY E NGINEERSASSOCIATION OFMINNESOTASTANDARD UTILITIESSPECIFICATIONS (2013) THE2016 EDITIONOFTHE MINNESOTA DEPARTMENT OF TRANSPORTATION ISTANDARD SPECIFICATIONS FOR CONSTRUCTION" AND ALL SUPPLEMENTAL SPECIFICATIONS FOR CONSTRUCTION SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO TH E MOST RECENT EDITION OFTHE MN MUTCD INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CO NTROL ­E LAYOUTS, ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECIVE SHEETING. PERFORM CO NSTRUCTION IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA( LAWS AND REGULATIONS. CONSULTANT CONTACT LIST: DEVELOPER /OWNER CIV IL ENGINEER PAXMAR SAMBATEK 3495 NORTHDALE BLVD NW, 12800 WHITEWATER DRIVE, SUITE 300 SU ITE 210 MINNETONKA, MN 55343 COON RAPIDS, MN 55448 TEL 7 63 476 6010 763 -753 -6176 FAX 763A76 -8532 CONTACT: KENT ROESSLER CONTACT: NATE HERMAN, PE SURVEYOR CONTRACTOR 12800 WEK CW W. .IDI MINNET NKA,MN RDRIVE, SUITE 300 SITO W. GO. M MI NN 34766,10 55393 TEL REVIEW, 07 55126 TEL 763476 8532 . NTA T BRYAN CONTACT RICK BL CONTACT: BRYAN HOULE CONTACT: RICK BLO M, RLS LANDSCAPE ARCHITECT SAMBEATEK 12800 W R DRIVE, SUITE 300 M INN TONKA, MN 55343 TEL 763-476-6010 FAX J CONTACT TACT:JOSH JOSH M CKINNEV, RLA Presented by: PAXMAR s� LL . 1 O VICINITY MAP NO SCALE VIISKE MEADOWS 3RD ADDITION OVERALL SITE 15 Know whafk below. Call before you dig. PROJECT NOTE IT IS RECOGNIZEDTHATTHE DEVELOPER, AND THEIR CONTRACTOR, IS RESPONSIBLE TO DE LIVERTHE PROJECTACODRDING TOTHE REQUIREMENTS OF THE DEVELOPMENT AGREEMENT. INTHE CASE OF CO INFLICTING REQUIREMENTS BETWEENTHE DEVELOPERS AGREEM E NTANDTHE PR OJECTSPECIFICATIONS, PROVIDED BY SAMBATEA THE DEVELOPMENTAGRE E M ENT SHALL GOVERN. CONSTRUCTION STAKING NOTE CONSTRUCTION STAKES W ILL BE PROVIDED ONETIME. ONCETHE CONTRACTOR HAS ORDERED AND RECEIVED THE STAKES, IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THE STAKES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS INCURRED FOR CONSTRUCTION RE STAKING. COSTS FOR RE STAKING WILL BE DEDUCTED FROM PAYMENT REQUESTS AND W I LL BE INDICATED AS SUCH. SHEET INDEX Sambatek www.samhatek.com 12BOO WhlI DNVe, Sulfa 300 Mlnnelonke, AN 55343 763.476.6010 Wephone 763.476.6532 fa II Boheerino l B rft l Plnnnno l PiMra.e 1 Client PAXMAR, LLC. 3495 NORTHDALE BLVD. NW SUITE 210 COON RAPIDS, MN 55448 Project MISKE MEADOWS THIRD ADDITION ELK RIVER, MN LOCATION ADDRESS H a Er T La U rv. 5047s D1, : 04/19%2017 Summary okPa e Pna�e.En,AL era ��Ue. oansrzoLr Revision History No Dale By SUbm ttal / Re isoa o 'A E ""DE LEE crvaESUem rrnL TITLE SHEET Sheet No. Revision ci_ni LEGEND DoDSO Exn I fll I I I / _ n�xU EK �ff� DKaNTU .. g u 0 m �o I a I II ai IIz � `� � � � s s 19 H LANE Nblio V ED,_ RIVRAV 'sms To KO — en�� IDETSEr ErzoMSRTE o � � sis DNII 0 Ita �� J \— I� r - - u j ,I 225- 91 0 n u < r � � 239 I�. I u I I I I \ � eg I � I_ � a1 201 m —I oJm T III a � iii II y I I m gw � / LL N II II F m9 0 \I `y$— I}1 II ll s 71 I � I 1 � / H ,. �sozs RIND IF I I II` it I. Erl Zn _ II II �� Ih.� w 193 I- �a m TEMVOw. Rv DvEns oN DTCH C L" RECIDAM AS TE sUaeuN NnEE Nu_•vaorECTON DEV CEi I, �I \\ 0.11 II —I 8 ., (n m $ m 111"' N II II yf� 1tl \{J \ \ 1LL `m 1 gl m , i ll qp /I XIL RII /u� I�IIII�s IIII V A__ — }94 I: CeTj d , 1 /� �� �v `� IIII ��'"� I� _ LL N Iu _ A� I I' \ 5.. 1 NuSTIR -ECnoN DEy cET 1 ♦ II .I� / � I, �� i1 a ii TI ,� eATEK I'[ao�Ee ev ,� \� II II a ALE m ., 206A h NETIRDT-1ON Dw cEa s=�DNENT�N�E I� 11- m IIII II ETINI eUECEn 24 m LL VI III m 9 II # I II > 0' m -Il u r IRDTNEETRATDNAKEAS ® E� 1,/ ,�os.,� _ 11 II \ II �� _i i A IIII LL ml'I �DSD —DIN naNKETO EPB TEMVORnRV SEDIMENT ensN SB TEMIDRARIsiow.SEAN DoaKK�NxaKx, TS A ( w :m m �I �\ _ — i 1211 A 1 242 - -J I I it a =.1 \204 q,,.1` 1 6 rE3 u�am / sn I/ \ 43 n J \ L.,. II II PI 9I+ 930.SI931 10 sUecUT.4TS o 9 I v v ( I � I I OUT :931.0 1 ET05c s m LLLL VII 11 _ I H -933.2 l "'I i 11 11 1 eo8.93% __ I _ V I ' �03 Iil 19 Ir s M E I �1 p J A I ti I in Ie I/ I ' m � I �� � I M, URE ,�I�Ii U Iiy � _ _ f _ dd i \ 0 T °� s� Ii u 1 II \ 20 119 �� 6 � 0 N �I / e m $ 1111 -I /1 ` /225 I '201 o �m I — MISKE MEADOWS & RIVER PARK FOURTH ADDITION MASS 18E °�. m \ o gas �4 v � 1 � 2 , co \223 co a v / o GRADING AND EROSION CONTROL PLANS \ ` 222 O f / / .,\ °' °�° 1g5 221 P7 /5 -220 'ISNI VA� 'V A V �� may'AC i / 2 / vV 0 17 ., d h/ r J wh 1 I W. W haft be o Know k \w Y n T T o. o �I da \`\ �(' \ // �\ \ .� \\ \y\ \\j T, \.. � 218 a II before you dig. Ye \ \ \ 25O NORTH � to �9r // (i a /—% e �Sambatek 12BOO WhII 0'%, Sulfa 300 Mlnnelonke, MN 55343 763 476 6010 wephone 7634766532 far II Bgh -Ing I B R A.I Ph dng l PiMra .I Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN Certification ET-h Ro �0475 D11 04/19 /2017 .MN Summary AT oansrzo., Revision History No Date By S,M, ttal / Revision =2 AF E IT DTmEnT ,EB cT�aE :UeM..AE Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. 20460.03 LEGEND cuRe a aur�R s,oRM scwcR p I ",f �I II=I IoM w �a I ! m J III �I � � A i I� 227 _ 1238 m 4111 I° 1 I� 190 / m� .is 1� 110r O 1ex. xoosr < _ � LL u I I II °' "H 1 — ENE W N - ° I - srroxE — —� F , uRenNCS cso m / 1j J mom" pl I\ fllml I: 2261 � I � 6 y If O e 20 `l 5 239 1 d1I pa ! M 1� 1 rneooa NOeSs s$sozs l LL 2 0 ­ 1 J I 1 I -1 LL - _ _ 1 m 1 n 207 m I- sus mom m u A 2 /I �� I -?�lo: 0�m 2401�t E.\l 1 1 LL x 1 194�� I X \�I / 1I I I g —7 LL l - F /I 1 111111 11 ! �\ 1 I om 1oe x V m ��'� o a yy ji yg. 11e� I20 v� m I I 1111 1 1 11 / / ! _ „I II im 'I� lir. m .1 3 X11 RIurvo ren� ���\ 11 —� 'I' - -11 m 1 11 II II IL's sery livvleuF .1� m k S I 1124h LL ' III II * m _ 1 (n 9. 4 � 1 1 � s 19� �I � m a 1111111 11111 - sans .0 M J 4 mI i LL 1— I° � rm �� �soe �111i1 11 1 - -�� I 1 1° C0 11E, 209 �IJ \ I a 242 11 — — 7 m - - -- T m1 I h � I m LL I� I 1 /�\ • EI 1.. J � 204 \ �I b° 3 t— a �I I m1 �I� 11 m) S- 1 1 °^ / 396 I ' me 11 II✓ v� N _ _ .p r s1 w o 1 7: o W = a,•i -- III 1 ' _. '� I 1�r m I� I } I. � R' "I P 1 X43 IJ M °° II 11 11 _ 1°�F i I12. S9 L 1 X11 m l 111111111 1111 1• — k 7i/ I -_ �10 d, sz•.3s -/ I I I I f \203 197/ 1 �- 1� axe Io:i -s« t' c 11 11 1 I,a 2 idxx� .I 11 1 I LL�3m 1. 6 FkJ7�1RE_ „sJ1111 1,30 m "rte LL 1Ir II In 3S F LINCOiN A1��� r✓ i '-"mrr � I �/ ie ILL ONE a WAY II I^l 21 i( 1 0� i�lo.M J 1� 202 j 198, i— u111 11 1 I<. 25 m' 1..1 �m 2441 ��� 1 dlli �1�1 VAS 1A! L 11X1 11 1 O 3 \£ zl _— Yb �'�7ltl ll I � , 1= \ �_. '/ 121 �mA�� / �y °as 6 �Ii200/ 0 \ 24S 13 @1 „� I �� a 1 -\ I I �'IN / SEE MISKE MEADOWS & RIVER PARK FOURTH `� \ �a\1 ,I ,� LL �o�ll /vv � �`, �,� ��� /t �a' 2 /AV U h , ADDITION MASS A� \ w v�io �1gs GRADING AND EROSION \ U. � 2, 22 6 ' v0 7 r s w,I S CONTROL PLANS \ \ \ \ \ 246 iJ O�a,� \ \ V A V Ak �” 221 213 V 7 S< 7 /215 8 A 220 / J�A� / 4� �2/ 1 6 al/ % _ 6 247 al \ ' .� �� � �\�m A ������� �� V � \ \ � 8L. ,gS•.A ..t A � � < G��G�14C � � ��\� 1 �°,`T \A \ \ �� \ �/ / / \ \ \ � r6rrr r �✓� l o` 1 A' lJd �_ 217 � 111 � /�`r 9 /q,. /� �r ��A / \24�' w0. \ \_ � ` y $ / �` \Eke =\ "'1 R \ �, /y\ .* � r, W $ 3/0 / r ,I ���.,— 5a i4rowwhaYSbelOw. Call before you dig. Q��° �r ..T 21S o$A / 1 .FF (/ k /J s.� rva r� " -" y 244' i�VJ�'p• 336 250 NORTH 3 3 Sambatek Www.sam6atek.com 12BOO WhltV r Ddw, Sub 300 MInnOnke, MN 55343 763 476 6010 RIMhone 7834768532 fa hk Bgh,,Ing l8 rft I Pl dng I W= ,­1 1 Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN Certification E T L,th .50475 D11 04/19 Summary nrz7 Revision History No Dale By Subm ttd / Rev son oaasn7 E 1E11n7 iEe crvaESUem rrnL Sheet Title FINAL GRADING PLAN Sheet No. Revision C4.01 Project No. 20460.03 —GRADING NOTES I F1 RL I III III I I INIIII III—L I R IF IT III—L I R I ITIPFR III I I I NIIII 2 CONTRA TOR � All I RICI—RY To AF A HROPIR�� =�,oyRD,,,,PCoNNTPRopoRRN,� I N, I" F=T,�, IN =UoTOTN . . I Ro", I ONTRACToRPAT FAIRIAILOTRIDFACINT PROPIRT1110CCURRINI DURNIT11 FORITRUCTIONPLA11101THIPRO111 3 'A"TY NOT F1 TO CONTRA `R' IN AFFORRANCI W I IT G `A 'y IN R'- CONIR'CLoR PA I IND FoM P"T"y ACPON , IN 2 R'F0'F`T' POTN'IDIIN I 'HT1R`FT1`TN1, �N I IT A R� 11 ITY 0 1 = TO, Nyl AND PRo HIRTY AT R NG =1M `0`R'1oN'GTH 0 URol `T�H� A TLY' QUI TRI = �W Co IND NOT " I M I, ALI I PF 0 Nl�'R'OPRPTLI DIPIOPIR I Co NDURT CONITRUCT I N RIV IPF OITHI CONT110 R ' `R` RM1NIIL,1CNo0NTHNRTU1CNTDoD T,%NCIHD1 RCIPF 0 1 HI 1DCQ.FA o' THI CONTRA_ , ""Ty M"'UR" N ON oR N"R N 4 C=�TGOR�LAILCCOM G `P N, 'HTIRIUICITI OCNoMNPI"CTCODRDINC�WTHTRH�GR�oQTU�IHMICIIOITHI I _ �INIGTINT"HRIIT�,GIALNT IN YTH I_ N AT ING N `� G`1 ON "I'l =N� � R " Po NII III IOR COORDINALING AT AQUIRID 1011 T11T1 IND INIPICTION1 PA TH TH IT ICN TWO GIOTICHNICIT INGIN11RING 10111 RIPORT LAI 111N COMP11TID 1Y COMPANY NORTHIRN TICHN010G111, INI COMPANY LAUGOPIOTICHN11111­1111C ,DDR DDR F41%IYUMINCH 131,131 11,A, IUITI M 2M825 IDPARAVM=F RAM " NN �, I , HHONI 763 433 HHONI AL2 7212151 ACT'D __�1375 ACTD A6'FA CoN RICTOR11110111NIF01 01THIGIOTICHNICITAPORT 5 NTRIC ORCLATICOMPTITI DIPFATIRING11 AQUIRIDTO COMP11TITHI IITI G.DING FONITALCTION 6 FRI I— PI 1 01 TH IGGR' GIT11111 IT11T A011CH11111 PIR OR11DONTH ITRI I U CONTRICToR=N I PRoV D� , PAR 'D TNDM 'AH, TRUC, PF TH , GAP W, ITT I 12 ToN I 'HRI'T'1'7 �T'LIl'O'T'ITH RFA1R1'NTG R RIIIIIIH GIIIOTTo R HoN, FH`1 1,NUG N 'RDINo ),1L1II1IC,0CMoPI1p1,1D N 'NRI'AO RDD1R`CFL'DT`HyT IT I IG I CLAT M FID CC IPF AQUIRIMINT1 OITHI GIOTICHNICIT INGINIIR 7 APICI AT 1U1G�1DFV0,11UD 1UTUR1, A AoURNRGoTLHC OINTR, I RT1LU1V1'T1,1C0M1TLN==W IT M oRT I, I', Fo�IIN To THI OWNIR INFILTRATION BASIN CONSTRUCTION NOTES Wg��OIRgA�ON CLION R11HR1.1 TI , , U ;T�N I 'I' -I IT I IRATON 1111NI �w 'IN 'A�� NFID DRY ITOR111 PONDI PFHH UNDIR IN DICNHMIN,`Z�M�R=HWII U11D TO HROIDI I TH R '11 RN, 'IT' 'T'I" TO IF ND I'NATT'TIV �,.NT IoH�R,G 'D NUID DNR`TF`MN CIO N I R UOCNT OoIN R�l ToIRR N GTT IT I ITIIRCITDoINDVIGC, TER P IF N 2 A A ACGCCoORN N=JH�l �1 'p�InlUATIoN T I'NDU TYVC�OTN 'TROU I ON="N PA �PNIRIM " I CONTRIGHING DRINIG11R11 T11 111N COMPI-1 IND ONTA IITIRTHI OWNIR IINGINIIRIUTHORIIIICONTRIIORTOPROCIII NIIIRATON .11N IT11111I.—IDTOINICHID GRIDI I IT I—IQUIPMINTIHIII—TRIVIIWITHINTHIINIII.TIONIIIINIRII 1­10N PATHIN III NIIIRATON 1111N ITIII 11 PIRIORMID 1Y U11 III 11CIT01 1HF1ITPATH T11TH CONTRIIORIHIIIDIICORTIIITHIIOIIIIIRIQUIRIDIYTHIIOIIIINGINIIR A P `NI` o�IN LATIoPNROT�CNT�D lo'I'l,"'INCI DURING AT CONITRUILON ICTIVIT111 AT DIPORTID CIRTRINT DURING FONITRUCTION 111VITY ITIII 11 PROPIRTA RIP011D 01 PF ITT 0,NMIA4 N �H,� I I AT IIAD IND 11CHON INIITI IND CATCH 111N RINH011 INIITI CHIII LAI INIIT IR0110N CONTROL PROTICTION IN P-1 UNTIL 11 .1 ITIATFATION .11N LAI OCCURRID I ToHNI I N I PIT, o�,TO N �,�MINP ITT 'N'LF'0'T'V1'PT1 P = TUR LGTHR1"1 RM �ND, A T" IF AR'A' � ITIN=01 LRD, ' IH30 IPP10 I'== 1,1p IT To IT, I M � IT ITIT , 11DID PA TH RN IT, AT 2 A I F� PF M, F`1CDDTo T.L1':`2H2'1"IG1RX'1`IR1, OR RN 71111IDMI.TUR13524�IMIIICPRIIRIIGINI.IIIPPIIIDIIRIIO1315111XICRIIODMIITINGI.NXDOTIIPICIIICIION38T821uNIlIU171TUTIDIORIIID 11 PFALIR IFICITY RIQUIRIMINTI THICON7RUIIONINDIINIIIITIIIIIHMINT OITHI NITRATION 1111NI R1 1­11DICCORDINGTO TORM —APPLICATION — MIxURIIPPIICIIONPROCIDURIIIHIIIIOIIOWIMNOOTIIPICIIICIION2575 3 111D IT1111111CURIDlY U11 OIIMNXDOTIIPICIIICIION3885 CALIGOIL 1R010N11N11T IlolINT1101 T11T IIRT "T NGANA`�� �o2R � INoD 'N. �8Hol' N `0 GIN ICIN'DT C'I I I 'OTIT A ol R= o1R`1'H' DM AT UpR1,2,5D1,2TFA0RAT1 � I 1�1 R=N INRIIY,� P IN 111 R PAR, �_ To_ =OR IF 1, 7 NHI 11 IIWTHIN"I YTM I o' 5o 'P 15 24F TH �N IN 1,DT,0 N TM10U1RC,03N3)3 0N1o1RNMD1,1T0,R1, I N 'D ND1FAF,1p1pRIH LTF1 P"T IoR,13HID MLTDRC I "NDoXW I ITYNRI, =N IATI R PUITI 'IT TILo NpGAC `7oU`RR1pD" TNT NG, IMDD UW IT MNAT A AT I I , PA lollUD I oR N A� N , N N A I ��,Plo " A , 11 "1 TH AN PAP T, I 111 5 HAX'CR, D.NT111 INITITLATON III RCHURID1 CHIII 11 INITIIIID CONFURRINTlYPATH 1100R FONITRUILON N oN R_1o1RR1oTp0RN oR I RNGFI 10' N I IN G = LoMp,1,0 , 'Pol C, IoMUITNT LON N 71'V'1`RD 'N 'TOCNI'L' NN "I AT ' TID IT IND 1 0 1 =11`1`R`NV1I N " N A IT U AG I L'ITI 1p1=0 �wH'CRHTHNCoUDNI�Rll'='ORUTITCHoRMUI CRMINT IROM CONTRIGHING TORM CIPFIR 1­1D 1111N MATIRITIT111 11 RIP011D 01 DOWNTR11M 01 .11N IRAI 11 `0111111, OR III IITI NG , I G A R =, I NICUll IN I D'17GRHN 8 �ON;'�TDoIRVC'I'I'UCHRI'�=�'CI'D'olRWIoV �DNG 'N A M' G VG' IT FAG.ND PR A TO'C'O'NCT R 0 1 TH ' MoV M INT 01 CWHI A NIREII,11N 7R,1N1DRCD0,NTR0 I DIVC11 ITIII CONIORM TO IPPRO PRIALI M NN110II1D PRT=loTRNl Po I I 1 11 IT NG TR ND IT HI R NITURIIVIG= N W TH N THA�R,0,1,11 INRDCO TNTORTHo PR% Fo NCIRN To TH IF ONTRACToR , I ONI AND I R, 7 X T=IR 0 �"I'H'ITI'P`R'Fo� , ��I��MO, RIMIoN PDMWH N HIIII, `TG AR A 'C'1`N'TL0T`RM'1TH' PUUNDC Np1oRT1y0TNR0TTND FALL N 11 � PF N L' A y , TR" IRAN CH 'R QUR' ""'To 0 FIT HICON CONTRA— I_ N �Hl �IRV Cl� 011 `R0I11p1'RM1TIoM`TTR MNM NG CRV CEI'0`FRMT`HQ1UT RM,�NpR I R I I I HI 1�GILN"NG " ON IT ONI R THI IR111 NG 11�IIH, IN R,11N I M op'R'T =`To opRP HRoT_ 2 I, , �IUIII�N CHOUID " R= �M 11RY'1oNpD'�' IoD' LIRYMI z M � IINGRIG OTHIT " NOT R IT"' R�M VT'DWTLoLLR'1UD IT PRCT 0RU1,ToH 'IN GIN '0'R`I`ZT1`P1"RT1RL`W' _ CHAT " CON , DIAN DoN , To IT N ON 7 N AN I YM 11, 11 MIDI 98 R"R' CTIDIR""" = U DIHIIRID,��GNITIDTR�lDHIR'lllMOINIIDIOITHIDII�GNIIDCON7RUIION IONI V, GITIT ON N I __R" AT A 9 b CONTRACTOR LAIIR11TRCTA` GRIDNGINDCON HION I DO IT PLAN, _V, PF THNTH, CON TRUCT I N MAY 'HR CT I'DC� F1'NTR o1W1,1PA 'D' G N'TTIL IN' ITD TIP 11VI ADDITIONAL TAII 11 DI ACTID 1Y THI OWNIR 9' "' R"RIiT IoD 'N'O'N'THT R ��N A ToI N =,�RT FHP 7IMNG �HPITIYTHW ��N ITYRNIToVNG 'NRD IT IT111111 IT PA I oII�C N�I'NG' , 'M A I ICTVTYOI A I THN I I NIT PLACIMINT 01111 PROT111VI IINCING ITAII 11 CoMp"T"=N ,NYWORICOMM _"o"T, To A—` Top I R I M 'R "I TVIGIl J RTHU1GRH1T1o1V1T1DoR R �=D IN A 1TTH0,C,1TI"N, IRCIA1, DI I'A CNITl A 0 N HI I TI CON RICTOR I LA 111 IN Po NGoN P, A IT CUT �H 'R HIR�`T' ROUTITD CONTR= TAL"I%D N M1N,1,M,1PA I'0'1,1U,1,D, GPDITDo,,ODIDWIoY�INNDCPHI,�l�NGIRIII Top'o TAR To 'RTUR IT IT 4 R11pRIA6D 11�21HND'l RRITIRIWH OR I DClA ' I'T,01117111�IHIDTOIM�N�MUMD11HO14INCHIITOPIOIIINNOTII 11D ,TN I 11 �AFAVAT�OoNRRFWZN 'DTR1UCI`TT1 I Ryl IR=� IN 'OoDw 'NTR6 COol' RN`TRJR=1"M MF,1RL1,1TRR1,N, H,10 RRO- RIQUAD R 'I � LATIN IT �I M,0,VC1oDR0 R ARM 1AD R­ IT 0 IVIT ON,TUoNIITIHIlPUPRDVNIGDPIYDT=NIIR THI IA_,T ON LA M, NCI , M N MUM 01 To �TL TH, I M ­10N IROM THI IIMIT �R­M'T`L IIND 'HID M R 1MC1MGR' DP,1,0,1"ITOOTNHTOHR,2TORNT�ITOoRRIoOTVICRTV,�loIN 1HR0 ND `­RD NI IT I INCH PA A I AT "=I r DTOTHI PROP011D I N IHID GID' "T ION IND "M FACT I N' HR III' FLAT Ty CoMp" I N M'THOD11 PH I N I A N M NXROT I PI I =0N`FHR5'� IWITW I'IQ U=Tl'l P J RN I R A AT N 25 N G M "T=oF1'N RT1 1,1= IIoOWTIM RAF IT LI PIF PN N,5,y3, lolI�D81 "A"NPI1� I'CoUR �o 1.,U ICILAY1 'I DMOM U IFoHR F7R �� `7UIRN' F), YIP R= "TCH' 3=G oRCYI 0 R ITIGORY 3 IR 11 , 7 _� � = I , " I o' RR PF II'ITTLIN INDC- MATTIRINATUR I.IIIHIIIIIIPPIIIDIIRIIOI�2OIlIxICRI I I CONTRIOTOR ITIII RICID OR RIHINT INYIAII ONWHICH III ORIGINAL 111D LAI ITIDTO GIRMNALI 11 DR111D I THI OPANIR I INGINIIR F, IIIIRNATVI MITHODI 01 NIIIRATON .11N FONITRUCTION IRA PROP011D I THI CONT—TOATH011 ITTIRNATVP MITHOD-111 RIQUIRI WRITTINIPPROVIT I THI OWNIR I INGNIIR I, COITI IOR RIM01TAFTLON III RCHURID1 TO COMP11TI I NIHIRALLON A,IN FONITRUCHON WHI 11 CONDURTID AT III F0 RTRICTOR I IAPINII P,_RMINCI T11TING 01 NITRATION 1111NI ITO 11CONDURT—ID11IGN NI1­1V1R1I1D­0RDNGT011TM D1385 03 ITINFARDT11T MITHOD POR INIHIRCHON RATI 0110111 IN 1111D JING DOHIII RINGINIIIROMITIR AT �07UIR�IITID TO III PIRIORMINCI NPIRCHON T11TING ITAIIII IID I THI OWNIA I—PT11 NOTID THIINIIIRIION.IINIWIIIIIT171DINICCORDINCITOTHIIO�lOwING PRo 'D 2 a �NM G�N MLM ODITOHNlGoNVIIRTN�NTGONUTTIHIoTRIHI'lI 11 COMP11TID IOR 11CH INIII.TION 1111N 10 5 ICRI 1100R IRAI OR THI AQUAD NHM11R 0IT11T1 ITAT 11 VIRIIIIDWITH 111 10111 N, I 2 b 0 NI ADDITIONAL T11T WITI 11 RIQUIRID POR 11CH 0 5 ICA 011 NIIIRATON .11N 1100R IR11 2 , T11T PROCIDURI . 11 IOIIOWIITM D1385 09 ITINFARD T11T MITTO A 10 R INIII-10 N RATI 0110111 IN 1111D J11- DOHIII ING INIHIROMITIR 2 1 T11T WHI 11 FONDHOTID AT THI INICHID .11N 1100 R 111—ION 2 e TIITWIIIIIIORIPIRIODIIOIIINIDIN17MD338509 13 TH IITRIIUIIWIIIIIIVIRIGIDTOOITIININIII—IO R11 TRIP 10 R 1­ H[Io -IT 0111HAI NITRATION RAT[ CHIII THI­ 11D III DIIIN GN NITRATION RAT1I II o 1N11 45 INCRIxTOUR IFTIRTDo " I ALL A NID CRI, MIN AGoR I N,,,T,PTA oTN,RN`TTHA`NT I. N "NI o N=1TRTRFP NT RFT1IFRR,1.DpR AT 'IRTITT IRT IM N I H1R10T P1 F.N 1 'I'T"I 7 IW D 'I' F4`D'1QTLR1RD, TQo U ICRoD M .TT1'1`1`D'1f1oRRRNC1TD' I '1oNVD,1,RU1, 0 ' LQRUI�RIL " R`QU RID UNT I TH ' N I 'TRT ION "T"T IF " I A _RM N D110VI A T17 NG ITT'IDI"ITTITIHI FONTRI10 R I IAPINII IND WITI 11 DIDUOTID IROM THI IM OUNT ALI THI FONTRI10 R 111111HID IND ICID=T,2HL PIRIMITIROITHITRINCHIORROWIRIIWHIRITHIIIOPIII.ClID2100THORIIONTII To I �_ A 12 INN I IT IF GRID N G I 11111 F0 M ITIT I D� CPORNoTVRDIORMIolIlHUNN=IYUGRRID I RTIIINW, HC HIP, 11111RE isb FI.H.P 1111-1.11 ITT 1111M INT 1111 I R, =ING THD NG __NT TRAN, I IN 'R" IT 'C�W IT , ffTT0I I PATH UN `oRM N�D=DIIIHVITl"N�RloRTIICHOwN POM 1UTw',1Q1U,1HCH POI RLI IND FA 'I I N G G D I =RH'1`TpLAP1' =I'��H ID, RL "o"'T To, I.T 11H11111 PF IT I IT . TOR ON11 IF �'OTNT I1RU1F` PN "I RCIoTRORN I =F 1CL1'R1o1'1oDN1T=D 1Y'FAR'C�0NTL`TF`A"1 'O'= I R TIRIoR �,DTo R" wb 1.11TING CONTOUR 11111A IID El".1 TI zGG,,GRDRoopp TO CQUIT OR 11TTIR TLAN ORIGINAL CONDITION OR TO III RIQUIRIMINTI 01111 NIPA —R1 13 1 oTNHRIIIDINT�IIIU�lD�NGIUIIRIDI IN—DIHAICI 111—ION ILAIIN0TV1RY1Y MORITLANF30 13 100T 110V1, OR 0 30 100T 1110K III PRI-111D 11­10N IT ANY POINT PAHIA 0111HRIMINT 11 MAP, GARAG IF F 'RD.F r—w PR =,&"I T`EU2 13b THI ORoLowbTb3ow, TT3FR33CID3D1 ATIDNDTANVFDINTwT3R3 V D53 OIIOVI, =D I"F T"I"IT 1 ` 3 ' 'R WH CH IRI To "T A� L0R`,1C0T�D11F1,1R=D TOW TH NOR 30 POOL 110VI OR 1110PA III RCHU RID VT 0N,HN IT TH NG N, 13 1 TOP1011 CHIII 11 G.DIDTO PIU1 OR MINUILI INCH OITHI 1-111IDTHIFIN111 14 IITIRTH IT GIDNG COMPTITIA, IITT PH, PRI' G,1 `ff1'YT�H1�0-NT7­L`0NRTR TR,N,po I, 'FAC MTR" 7 lolIlI 0`R`LI"R0`RT1'U'1T11I1 MATIR111TOTHICTI IIIIHIFT11 100 CINTIRIINI ITATON TH�l�IGIIDNGCONITIUC�;ON'IN'D'�H"I'I'IUN-D�C�T'IUH'IAU'l'lO—luD'I'OUNAIUl'Ol—ON�ND��D"M'IUNT"CUONUTI'Oul'-'I��I NCTE FRADES NIAY CHANGE T� MAPINHUNI ALLOAVABLE PER EVILIFING DERARTMENT "' CONTRACTOR CHILL FOR PLY PF TH THI I QUIRIMINT1 01 THI GOVIINING AUTHORITY 01 11CH 101-1y CONT"CTO, CLALL FIT PATIT I_ "CH, Ty, IND COM FLY PFITH ILL CONDITION1 PFTCH III I CHU AD P "I IT TYPICAL SINGLE FAMILY LOT GP.DING DETAIL GOVIINING AUTHORITY OT [ACT 101D—Y I A 16 A ITH—D ARIAI I THIN "'T A I GAT ON I TIA ITUR " DARIA H�OJHP WIMIN'D TORRPATH6TOL2 NCR�ONDOM R, N I IF LI PR,=Do L, THAT PAPR�W HR�V R, OV A= W'T'NDARIA' "' A NG NTH ""T"D MIT GAT ONARA=TDHI'QNUORLMIALRWAATT'IRILI'IVDLM.LLO'A' TRN ITT­DC DC ITATI " IF MA 14 27F, _I M IAROPF 101H ANDPF11L OR A A 0 T 11, , AND W NTRWHIAT IHOUR " '%"Ll' DTWI'N OOCNTTOHIRT M5IIHOAYA ARUTG UTTT�HIT MWIN IIRNG LA 1T) PALL 'D=" I "I IAL N CLUDID N M INGU A , I I N I PAT IT U TR GTPF11N AUGUIT 17 AND OCTO-15TH THIIIDINGRATI ITH AND NT ' M 2 ' ­ I' W R WRAT A 2 F, A 27F 'HOUR " AIT 'D AT F2 POUND, HRAFR[ A CLALL " WAT140"U"A I LAH 'ALT LF ITAND 0, VIGITALLON 11 01TARID FAIR' IF I" G RICAN 1 .1 17 �HL�RTICGD WITHIN THI ITRI NG FAA ARIA1 ITALL 11 IN CONIO RMANCI WITH HJAILG IROCIDUR11 AND DIA 79 1TD1,.T'I F1— I.. LFA,- A GN C N '8 `TA =LH= RTC0 N "ITIRGUCT IR .1ILLLRHT AND � III N 10 I= IRGADTR GR CCAOLC' LATCLONRI OUL'IMO � ITNOG � HT H'INCGIN�% A ING N11R POR III RITAINING ­111 ITALL PROVI DI CONITRUCTION 01AIR-10NI 01111 RHANING —LL MIROV_RT =LPI'TT�RATIRTNIPI NG THI INITALLATION 01 THI ­111 —1 CONTRUCTID IN CONIO RMANCI ITRUITUIL W I IT I R .111 NG IMFI 'A IF UNITRALC ­L RTA At IN%RICI TYPICAL STREET GRADING DETAIL I A ACT" 1IN1111- AT'RIA I CAP I 11� P1 11EI 1­1 "1 FAR— � = IT. --------- 11 111.1L 1111HIF1­1 _NP11AD o.s 111.1L I ­F FEWN - IRRIN-11LITL ---------- ----- - -- ---- TA IFREQUIRED(TYP) TYPICAL SINGLE "FAMILY WALKOUT (WO) BUILDING PAD GRADING DETAIL PTI 1.4 RT�FFHD.CLARE RFAFRFIT ILIV A T IT.IR PAR FIRE 2 1 To 1111GIT-1 'IT EL11 11 T.11.1L FIRLD FEWN Ton Pao 111C 11EIRED FILL 'CRT .. p) N TYPICALS11 .7 GUE FAMILY LOOKOUT (LO) BUILDING PAD GRADING DETAIL ��Wm I, ' ��T A I A RT, FATICF1 IT IT 111R IAP TNI 1­1K H.III-IALI T.11.1 I _�I_ I A [NI ----- IN IT R -------------- \� L R F.LC`E-WN' 'N PAD - .. IIFF A F ` I I ­U R ED [II TYPICAL SINGLE FAMILY FULL BASEMENT (FE) BUILDING I A I I T.T.11.1L LIGIV Fll­ III ILEI AT REAR 11R FIRE 111 ER,DDGPALC IF, EP, L' - . C ET AD l lLD2 D lF FICTIlICD ITYPI N. TYPICAL 1' GUE FAMILY SLAB ON GRADE (SOG) BUILDING PAD G I A I IREPI 1111—IINFRIIWAIIIIL—IINIRIIIIIIDIIININITIFINII" ID11DIA11" —NIN11 " DETAL z. T"ID111 NIID"ILDD—NI"ALLIIIIIILIIIAIRIIIT"IINTIRIWIDIIFT"I—IIIDI—LINITIIIDILILINII D ' LET LNITI DILITLN ' IN I.RN�RL.TI,I.LI.RR�II.NF.R�Al.�U.N�IAD="1.'."-"DAT"N=IDTD"�l'.F"�—" I. ALLEW ..� I I. . _ERFU _ D AL.NG ENIRC FR.NTAGC IT I `U IF N ` AAD ' 'A' " GREATER T N ' 11 FIR .. I FEET N D11T IFRI FRICH TI FAIR) Al IFEWN EN TIC FRAIN LDG PLAN ­ NHAAR I. I.NTACF IN C N EC A 'R R I. G... ENC "C NT I I NATR_GN I. RE. FW I. , LIT. I FIR 1AD 7N G`NTA N NG ;.WA " IJIITYPII,�FREAA I �,JLDF1­DD—NA11.N)1NC1HHC FRATLITIC (IF AAAD ­NCL./­1.ALL . TIC IF ­ A .. RD N G­JT (I.) G "�4 1 FIN11"IDICA 11"ALL111ATAILIP"ID11111 FRINTIA11111 LINI 11FIRI ATARATINIT"I IF FIELD DOWN FIR ALL 11 , , R.11L C )RANAC­RALL1AD1 IFN�l�IIIRIIUTTR�NI.T.D.INIADT.T.�FR.NT.RR�ARIARD 15 Know whatt below. Call before you dig. Sambatek www.sambatek.com 12BOO WhIteRRdBr DR%, SuRB 300 MinnOnka, MN 55343 783.476.6010 telephone 763.476.8532 fSRRIm1IR BIgh-Ing I SIRRAng I PlIwIng I ERARw,RRKI Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION I-OcaTion ELK RIVER, MN Certitication E,,T L,th Irl., N. 50475 All 04/19/­ Summary III IR1 N11 F001,/p_ X_ Ph­ INIT "T. 0,A,,,0FF Revision History NO. Date By S,b,H­1 I R­i,io, , A; III� F- �N2 TVLl'I'MAMITITI'MIT IT I Sheet Title FINAL GRADING DETAILS Sheet No. Revision C4.02 Project No. 20460.03 JF_ 42F,lh� \-x4 — D5 L—= /_ 2 4/ 6 - -� / VI J �— 387 �43I I 389 I wF _— — — — �� / \203 �I 390 J / INCOLN V v� - -- 388 ONE`WAY 1� - -_ 210 S ( V 202 J —_ TgET __� 1 �II 225 i / I - -� of 199 / �� X441 --�� A \ S 2 4 / 1 V 211 \\ �/ 1 1 vvv � � zao/ \ \ 245 V23 �� 1z 222 y� AVVA� \246 \��A\ 213 - v /v�v� 221`. /fv /215 /I v v v v vvv v v �� \ I \\ V V A /A�\ . � 220 i �) 214\ � li \ \ 247 \\ \h A\ \,cCi�.� 1 / 216 IF ` s 1 \ \ \ \ \ �.. N \ %/ /217 / / �-� / ,' /`�` / / \�T A �248 � �\ �O��J i/i v // VAA �\ 28 / �l/ �e, �/ /� /i y 5 / / A``:�� v v�� (( '� / / /`� / / _G��O P''( 1 / 334 �qlg v�� \ \ ,jvvvAvv /— �. /i; /LF / V A \ vvv v / ` / �/ v� / `v � / 3�3 / F � / V � V�� A 251 `V - ,1�(k �� 3; 332 � ( \252 �VA�V LEGEND CDeD � DDTTEe STORMSEWER �EE� 04D 3 —_ so -- S1 - - -SF— ED IN IF ovEeu "D wow eY PLEDNElo" IF I IIIILoTErno 60EVICE i TE Poa�Y , PANII ®IP -z SB TEMPOeaeYSTOw,CE AND 1AIIINCAIFA TS ILT o "KEn as SM DTD "ED I " THE Sw 1111 AE AIDED INAL 11 ­1 F 11 11 11 NOTE TO CONTRACTOR 6THE IN IINI IF EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY 1110EDIE LIE11 FEET Ill III FILL LINEPI FEET I INLET 111TECHIN CE (11 1) mLETP CTION DEVICE (IP -2) IINIT I o * REFER TO SHEET 6.03 FOR GENERAL NOTES, MAI NTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS \ 11 SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE t ICCLE IN FEET NORTH ®� VON Sambatek www.sambatek.com 12800 wh8ew W Df , Suite 300 Minnel ft MN 55343 763.476.6010 telephone 763.476.85321E 1 le Erylneenry I Srt q,g I11—IN I EmlmnmenW Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN LOCATION ADDRESS Certification p« ma n T n ;f ETICT wm 5 49e 0.7 Summary ,proV "E: eookiPage ate. EI "AL mrclal DT�e 0""OLT Revision History No.DaCe By Submittal I Re i,ioo 11AIAE E 1111AF ,EB FIDIEneMITTAL Sheet Title EROSION CONTROL PHASE 1 Sheet No. Revision C5.01 m, I I'Il q � mm � III I III II I li I �V I � � LLLL � m ;�/,3 - - -� 1 _ - T II m LL� j II I II II 1 y I 1 L� II 5 124h � m I I I II . h 1 I I � g 3s iR4 _ - Ir - - - -m m- I� Z15�, I IL - -70 o -1 -�i- � � f! X41 1� - A� - -- - 1 / 1 l T' V r° �.3, moA \ 5 1 1 204/ 1 1961 F, - Vii li u k - -i 7-� __.O a�' Im °I li lo -Q it PII m m =5/ r n - 7r431i m li II II��I 8 /� III 89 i 11L �FI� �EOr lM 1 xl m m� 11111 IlI III r iI' �° l 1, LL \203 _I '1— `; 1 JJ o f 1971 Y,q 33 - VIII it q 1 �A IIi��iss 1 2 °7 J O LLP'e��ll V ll1 l la FUTURE - �1 I =11 1 l b P` 3 0 1 1 0 0 ls3o. _A4 �-'2) P1i I 00 IT.: 6 / t I LLLLI LL F - -LIN_C_OLN 11 1� V 1�� i�. 'R 38 1 i "`-- ---/// IA � �\ ' IvL KMH ���rrr���uuu I � n A �nJJ P3 21 tl \ o Tli I 1 �, TIN 202 i 198 " W g'^ l I l l F\ I _ i o Ii IIIy I lli Il � �° I I'a_ 21 � l J i� Imml II — C I _ 1 4 � 171 ILLO �f° � ii I l � � o 744 �p "i� dXll1`l� VA a y I,AA tE`� rs - - -- /till ��� it l V von �, �k1 . �� 2 1 `� VA� vv 8 3l 200,/ � 2453 A `g o 3 \ T7 � 77 1 m� t -PE r 1 - - If / : - \ / m� G) Mmev I vvv v vv vA vT' 0222 VA \ \ T, �vE `T \ T� 9 6 Y \ Cp vv v ��S s� zz1 z1s'fsy �9�Ad'l ^.voV �H vv ��''.'� :� v s'ec. p -%/215 ��P� \ ��B2 220 ;, 21\ �� T/ / /S,OS / / //f \✓ v 13 /I MET t' \ EEa S' / i ) \ % / x 111 ` i 4iT xi L% T, NII 4r 2"-\,/ A T ✓p �� r i a; , H 7 To M, 7 zv�4 v r Any , ,�<( o -� \�� V� %2yS� �\ �/ .Oe �I /217. . /I T i ii> � _ /�� 733, �48 < Vvv T V �% �i5'� i ; / - /�,T T 7 /7 \ \ �'V ''�� cm s>� `/ ,� %A/ O �1 /7i r �r7 rj 7p �r 11 �.v y k v v°G REF . �i. (o / O L , vv v � 334/ L49`�`— \ \\ §a. � \IPrt , J�aa\ \"*/ "�j /ry 7rg ";7 dyT o / / / '� / i v i \ f T, — �Q / s % /vv // 8A i �% a� o / F ET FIT �50 ,,� V a v�Q /i`� f \252~ ��\f INFILTRATION \ 1\ 1 1 BASINS i' I �I V OUT:92 3 ��i/ / / / rix✓`' y- IwF9zz. � l� o�TT� eoF� : 9zzs / / l G lH , 1. I _��l vi Cr I- IJ \ /.�d 332 1 > v H v // �f a °`l ' ^'�3• `ice \Ty. A J� LEGEND IIIAI s� --- S9 -Sf- "'S0"'sD- ouEHaINIF ANCE a111—IN 11111 IA. LI.ITE IF INneE 111FAIN TE.111.1 H NEII T NCEC (D,,-, l TEMPOH�HV 3EEIEN-N SB TEMPOHAH33TI —ARE PAHKNEAl. TS (EE PP ° n as SM uFTNEE N THE 3w i `� NKE NOTE TO CONTRACTOR THE THE P1111 IF TI-INATIN 111 FEE — THE N., THE (FIRTHAIII .11T 11-1 THE 1.111, — EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QEANTIT' INLET I1ITEITIIN CE (11 1) INLET PHETEC oNEEVCEIP -T, JINIT 1 3 NLET PHOTEIT ON EEV CE(P3) ENT = , * REFER TO SHEET CS 03 FOR GENERAL NOTES, MAI NTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS SOIL EROSION/ SEDIMENTATION CONTROL OPERATION TIME SCHEDULE It NORTH I(OHE IN FEET ®H 61Sambatek ... sambatek.com 12600 wh6ew W DrW, Sib 300 M l l0nks MN 55343 769 476 6010 1elephone 76347685321ec 11 Eminee6m IS Arg IFR I IE —nmenW II-diem PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN LOCATION ADDRESS Certification CS��+.� d n r n E,MC T. -n so47s D11 QPI I Summary 4 IX - 11- °ra l 0a ,0FF Revision History No. Da[e By Sobs, ttNI I ReNsoo 11AIAE E 1111AF ,EB a.P- 11MITTIT Sheet Title EROSION CONTROL PHASE 2 aneei Imo. Kevlslon C5.02 EROSION &SEDIMENTATION CONTROL NOTES& DETAILS /"SITE MAP" SITE LOCATION MAP _ H 110.1NI 110"N1 "- N N mma NO.. "'T ....... o 'N "o N o_ 00N011T1 —1H01T 1111 IHII 11 N-11 11101 TO 00N011T1 1-1— oN I 00N011T1 —1H01T 1111 IHII 11 IINII —H . NI.I. �1 .11TH101 I-TIO I IH 011 T1111NI 00-0111 11100111 TO 00N011T1 —1H01T 111111 o 4 1 kN l,�, NID �T"T.l TOoN 7 R.� ONNDI � —H o '%�T_Hl N o HTOHUT IR11 I �HN �RNTO'r 1H o U1 H 0 1". ololZ IITIR � 1oP'1oRo1NDo1RNT1TNR-'1'1' NODR = D 0 U T R- I ITMIND—ON-1 ON, Ill NoWT11 1-111 RIMOID IROM THI ITI ��DINT'Ho'O'ODNoORITTI'—'IoHO'UTID�IllITR'I'MT'�IITHI D-11DIR111-1 11 e Tl!C,RIETI WASHOUT ARE wxl............. .. ...... ...... ..... ....... .... . . . ...... ... ......................... ......... ............. .................. ................... .................... ................... ....................... ..................... ..................... ................. ................ ..................... ..................... .................... .................... ......................... ...................... � Un �MAP � ROCK CONSTRUCTION E NTRANCE � SILT FENCE � GENERAL EROSION NOTES: I — ­­ ON ­`oo"p'YWT H "p=D OVIR NGT OoN 'I 'T� 'DIoIR�0,TN 7NRGUI' 1DpT,0o1,1oM,1TkoWH,1HR,1,1 _—RD I Po I ITIONI IND I M 11T11 p o�o 0 N M R NT N , =11 1-1 11TW11N 1011 1UR11DIOTION11 2 �H� IPTNRM DU0,1"TU1,D N_I�DM N=,01,UTD0TN,P,Rp1pV,1NNT ON Pp—, T­Pp1pR' T�INDP11'1'1 NRTRW PNoG�l �RloNDoR Dol�NUTIT_N,—TRO1 —N — PINI, THI ITIN—D DIT1111, N D U M 3 �ON " 0 1,N'D1Z'1R'0'Nk.1,1o1 IT NTG o R1oNV%1M= Ht IoUR�M =TpHol, �UPTP'O�N` RON 'NoTROTN , oG,�, ON'T k'TMON N=� o , H'IHIPI� 'N"'OTIROIwT'TI'RPP'PRPMITNDoTRH NNI'OVTIY 0— P011—N ­RG ��IN '�Y07 G�TN 'ORN" P'RkkT NPD11 PIR-11ND —0.1 11.111IRWITHTHI —Tl— THI —PIND1110THIR R—D Do_ INT, MU7 � DI, 'T T HI D= G N �TMRU 4 —T—T0%1—T1HMPM1pM,1,ND� 'RT0­N %R VI'NTT ZIZ �M` '�G'ORI'QUNRIDR�YTHN'IWPDPPUNTPI'�MNT7R�UoITO��lo�RO=IoD,'�'I'�PTRHO'VIND'Pl'Y�llolUTHOR�T�ll, M,NT,N,N o' 0 RO I=N M 7 U o — H' N oT ` o' T­ N-ON 'N oT' HI ... N ' 'ID Mp' 'Y ' TH 'R TH ' oWNIR OR OPIRITOR 111 ID ON Pl-k IDD�T� ONII IM P 11-111 kkp,�M INTID 11 D —TID 'Y �o ND T ON , IT N o IDD T =T�Hol IT TO OWNI R T HR oU GHO UT ", PH o' _,�PRRUO�V T oN I —T—TOR 1H111 —PI WITHTRIINING RIQUIRIMINTI IN — Ill 1101 THI GIN1.1 PIRMIT 6 �MPTIR—,�ODNTRR,01 D—Ipl,�RON�TO RNMIol'N' �yl�lolWI�Tl�ORIO�IIRIQUIRIMINTI�RMINUIIOIP.�Tl�1,1IIPPIIIIII �ONTRIIORI�IIIMPIIMINTIDDITIONII 7 - P=IoTN�,11T�,R'ITY'D'I'%�Tl Ill IT11-1 PIR-110RINY �ONITRU�TIONIIIVITYIMI�TINGITII—IRIORRIGU-IDwITINDIMU71I M"N 8 �o N­TOR IH­ M NIM � "R NG To TH' "" MUM ­NT —1 � 10111 RIWRID 1Y THI GIN1111 1IRMIT THI 10UNDIR111 01TH1 -IRING IIMITI IHOWN ON T HI _N1 IH— " -1- — NIT, D I G WTH _G, 'T"", IIGNI, Ill 1-1, — I ON THI DIVII—INT 11T1 1110RI WORI 11GINI GROUND D17URIING MU7 NOT O.UR OUT-1 THI IIMITI 01 D—R.— 9 G NI-0— ­R 1-1 DIN oT' ON PIN TH �IT` 'D GIT—�,RWH, �N H ITHolIITI,1,0�� I Mpoy" PIRI NG 'R" ND 'R" oR 'o IToO"R� D ��U ,�IDIITHIIQUIP.INTMIINTININ IIND IIINING 11 11-11H 'TD' IoORN 'RI'PTO' H 'IRI_NG��QUPo 1Nk1o1N1,NTNG, - I MU7 11 1-1D TO I DII�NID IR11 01 THI IITI IND 1H111 11 —TINID IND PRop,R,y �RIIT D 1T1RDUk'04VG N1`D1'G N , _ , 'I "' ' QU D 'ND ­ D W17 11 G' NI `T' D �Y M N R­ `H oUT T 'MU7 ­ 0— NID IN PR001 M— NM I TY 0%MP'IRM IkNIR THI I QU D IND _ D-7 " MU'T N oT ONT" TH GROUND , W , NDT=RRI�M UONT NOT11RUN o"'RoMT HI ON _T_'HoUTop,.ToNoR, ­=TMI U7UIPIMD, N 'O�N RGN M UIIH� T _,�QU D INo RIMIID ­ �DR0,1TPRR0,PT1,R1UYT�,NDTN OpRoPpl,�RN,�'l , HMP,�,-IoG UT­ oD YTo N Q NT 0 o H N INI T, W7 O'UNT'ITO�N"�'DN��DR'�T�l'�IITV==IIIOWID 12 �U M-1111 IND 110TITI ON 100M 11-111 MIINTIINID ON 11T1 OR R11D1 1 —11111 TO —TIN IND -IN UP 1U11 OR 13 DUIT ON THI 11T1 1H111 11 —TRO111D THI U11 01 MOTOR 0 Ill IND OTHIR P-011- .11D OR TO- IIQUIDI 10 R DUIT 1UPPR11110N 0 P—TIONI 11 PRO H111TID 14 101DW-1 0011- DIIDMINT,� T P�YOO. �HMPMI'D' NGol�,I�ORITQU GRDM �RNT'�­R P­Tk1 111R�, MNITR-10N � DIM OIITION D11R11 � OTHIR —11 15 —DOUI —1 N% 'I lol.G RRDOM 'U�TU=DM1UT'0'PR=V1YQo1R 'IM, 171olRUD N, G� N'11 N 1NTT0P,%VU1,NTT,1,P �N oR oTHR D,=IIROTI,GTD ' 'o M TNoT7 G D' 1,0 10-1 11 WITH -11RIG—ON1 16 "' 7kRM WT �TP,0,11UUPT"OoNp�RIVINT— M 111UR11 PRIIINTID ON THII PIN, IND IN THI 1-1 1H111 111 NIT111D 11 100N 11 P-11111 IND PRIOR TO 1011 D ITURI NG 11 1-111 IN 11 D ITUR11D Po' o NI o T H11T ' WHIRI 'o N—V ON — V'TY H" =N H'O'N 'THTI =RO I'YP'I'NDTNDsk ITIHI'M 'N4�'Ty �Pol'�� IN'ITT V NY IID N G5 75 31111 D � N G M N�DoT " ID M TU R1 N U M-2, 2, , 12 G ONo2R57,5 M UIPOH� =T1�0N�Iplpl k —,NY0,1,WUTH NPIO�T, MITHO-ND N �o N10 M To M N10 P1111 ONI "T 3 T"'PoR­ ` ' I N ­o M 2575 31 11T RNT V� 1Y D R_ � �o , 7,2"R N1. D —W—WD oT N 2575 3 'M D N , 01 TIMPORIRY M —H 18 D ITUR11D Po' o N 'o 1TH11T H' N ' =ORN,— VOT H , G'RP'R NTN'YINTDo� PR1.1,H`1 I"IDI,PIGRPNINoTRIYVIGIIITIVID�ToHIIRI IR111 71111111D IN __N—THTHI T MT, Dl� �RM , ID "R T � IDM'Npl, N N N 'T V I —T—TORIORI—ONTRI10-11111 R11PON111111OR RIMOVING11DIMINTIROM M-1-1-ROMT-0—Y 11DIMINT110-111NI—TIRITO 11 D �'D MYININT 'GNRGQO'l TYT=IM I 'T1, g DT M 'I�T M U07U T� '0 1 P�I�R 2'N IRI'IVN' 'N ITHol = I TN T H, lo%�IoGN'�Ylp—Tl OR NIGIW, D _ U �'N'T�IIW 111N MUIT 11 1U1=NT HI . N T 20 ON I TI � 011 1 T 10 1 0— ND ­Ro­ =ND= �TTT�D 'NRolM �,�WDT 'H'GIM �RN,�TpORNMTTH�OUUGHR�M 1ITMINT-ON01-1 70-1111ND W 7 1'�I'N oTID ON THI I TI D =N Q M�N 21 �IM — I ITMINoO� � 0 NoDT UHITR, '�TT I V,1, I ID I M 1 0 NT RO 11 � I NN OT I I P— I D I N 1U R — I — I Rl, I N — D I N G IT 0 RM — I R o N =,1,0, 1U I THOO,� P U1 2 M k1UTT H 22 110P11 1H111 11 Ill IN I ROUGHINID —DITION DURINGTHI GRIDING PH111 TO RID— RUN011 VI—IT111 IND IR0110N 23 DUI TO THI G=1NNG11pDUTRNGToH 'D DIVV�1�,OPM R01��oT�oONTRIIOR 1H111 11 R11PON11111 10RI—ING THI IR0110N —TRO-11-11 1111 'T Ro �T, N T�NTToOlp�,HVIP� N 24 --ITRU TON-1 �1 —�oIR2R—D �ol_NRDUOIko�N�H —RIING D1Y,T- N—DII —11111ING 01TRIN-1 IOR UT111TY —7-10N IND P—MINT 01 MAINTENANCE NOTES: 77 W PO�ITUHTONT�RTIHINDT�G=l�HoINI�,�TMPIRNToINNNID�NIUIIYIUNIIONII M UR" 7T ID o N T HI R NINDIIDMINT NIND N�H '11 o1M 'T'ORN —DT ON UNT IN o 'ONG" R MURoID oR _okkp,1T=HR % Poll_, oR N 11 o RNo UHT 'N "Y 24 N N H oU ' R, "LL'RoT ONI N" DMINT'T ON ON �Ro_ H " P11TH1 ONI R­ o NON 'T'o —­ W IVIN D'%IUDR kURG"�,� V�1,�ON'N �TDRUNIION INDWT-24 HOUR111TIRI RINIIIIVIikT-�R�;T�R �N D D R111 RID IN 1.0RD-1 WITH THI 101—ING "' ITIIN MUT " R'PIIRID R'p­1Dj RoIRO'lUDPPI'�T 1,NT1oRWH,1,NoToH 'Y '�IoID oN oD IWOR.H THI �, R_ RI UIT 11 MID TH N 24 H o W NT1UoNN�,T,0,N �,IID�MINTRIITHII.IOITHIHIGHTOITHIIIN I INT �o NTHI —�N RIp�,0�1 2 TIMPOIRY IND ININ INTT ONIIINIMUITI DRINIDIND T H' M IN HIN TH� D 'ON H,0,1,1,1,D M o _H_o.G,=kk, D=M G"N D Rkko_kkU7 "rokkp_ ID W TH N %D HO URT RrM CV�IoDVW 'RY oR, '0 - NDTON11 �DoW IVD 01THIGIN—PIRMITI `R­ ­R' ' N IUD NG D T —��N �Nol=� '�M N 'PN'IG =VDTIN�.OINIIDNDINoTTH�RNDRDING��y � IR0110N —T-01 MUIT R M01 I I D 'T = C � ND 'ID M INT Dpo T, D T2,kN 1%`N�GD . �H TM 16VNW UN'1T1'1'1"` HIIR IRGIIDR MG' UNTRT1okk0Vo1R1p N.IP,0,1�IoD '1oTRTNHT1,R�M DR 711"1U1T,0,N, MUIT T111 P-1 —HIN 11VIN 171 D.1 01 D 1� o R1110NI"' ' IIORTITO=N 'NG 1oP,1,URUD ' D R1'1k`71T1' 'R, IPON oR �T G o N "T'N VPIPN'Q,� ND HORT111-1 I RM o�TOo�T��oN ND 4 �,0kkoVRUD10oNM1'T'1'1H, 1T1,1TV 0 'TR 'O'NI'MU.TT N PH' 11RD, 'OoIRDV �DoIVN,�RIYOoIR01,1,1p�,I�,DMIW TTTHRN �'lNGoONTROTPMVITDolUo `P�IY`WTT­p�,I� IVD� M IoN, T—UGTIN111 P11MIT 5 �=ToONRNDRI�IPDOM NIT11 loONRT H OMIPR,�%ORN �H ND ­ NTO'N �N, �T'Ho'TNMITPRoUR�'TWO'NWoPRIRMITNIN�'WTHRI =kYTM,1N,1GR M NpTo w ..... XPo1'RMNTT11 o T DU.T o 'T H T I R 'NM1p1'�1`UNT'1'1N0TH UNDIRGON �D, 2 NT_�'I'�TOoDl GTO P— �� 15 01TH1 —1 GINIR11 PIRMITI OVIR111IR111 01TH1 11T1 T— HIVI NOT 111N IINIII IT1111111D ORTHI IITI H11 N,INDIINOTIHIIIIINIUIMITTIDTOTHIMPI IIDMINTMUI�.I, '1RYTMHo1VN' 'D.TNRI M oRIND '1T1'1'1R1'1QU='�D 1T1o0U1,NTR 0 MPN I HIU�GOTNVI 11D M, NT�N 7R11T1 —ID 11t1oH , D NTo 7oRM Po I I o' U Z�l ITRI-1 0 7 Ill N11TRIT ONIRIIrRMoUIT�okkp,1,1 �OTN' DTUol TIol UORN' TH,�T N U IPNMT, 'NRToDMR =G 0,0,NT1HTRUN�,T,0N ..o I R—HkNG THI N11—ON IRIIIND THIII 'R", 'R, ___ M 7 URota Ro T. oN � INLET PROTECTION FOR CATCH BASIN (IP-2)� X27 INFRASAFE SEDIMENT CONTROL BARRIER (IP-3) � 1495 NO-111 11VD _N _ D, MN 5544r, lUIT-0 1 751 6— Is l OP11-­ GIN1111 —T-01 1UP11INTINDINT Know what's below. Call before you dig. A 11 -Sambatek VaN www.sambatek.com 12800 M8e W or , wile Minnetonka, MN 55343 763.476.6010 Wlephone 763.476.8532t-Imile EMI—M I S,,A,g I R—IM I E-- uiiem: PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN LOCATION ADDRESS Certification o N' N NEEI E ,T- -h ,—Ion No 5-5 D1, 04/192017 M-1-1,MN—e Summary 1.119-d N11 Ir— 1 �prov.d ETL look/ I— N 1 I-. IINIL Revision History No. —e By Submittal I R—i,io, 01AIA1 � 11%r,M,1,MPTET1— 0"­ �T L Sheet Title EROSION CONTROL DETAILS zmeei imo. revision C5.03 Project No. 20460.03 F SITE SITE LOCATION MAP _ H 110.1NI 110"N1 "- N N mma NO.. "'T ....... o 'N "o N o_ 00N011T1 —1H01T 1111 IHII 11 N-11 11101 TO 00N011T1 1-1— oN I 00N011T1 —1H01T 1111 IHII 11 IINII —H . NI.I. �1 .11TH101 I-TIO I IH 011 T1111NI 00-0111 11100111 TO 00N011T1 —1H01T 111111 o 4 1 kN l,�, NID �T"T.l TOoN 7 R.� ONNDI � —H o '%�T_Hl N o HTOHUT IR11 I �HN �RNTO'r 1H o U1 H 0 1". ololZ IITIR � 1oP'1oRo1NDo1RNT1TNR-'1'1' NODR = D 0 U T R- I ITMIND—ON-1 ON, Ill NoWT11 1-111 RIMOID IROM THI ITI ��DINT'Ho'O'ODNoORITTI'—'IoHO'UTID�IllITR'I'MT'�IITHI D-11DIR111-1 11 e Tl!C,RIETI WASHOUT ARE wxl............. .. ...... ...... ..... ....... .... . . . ...... ... ......................... ......... ............. .................. ................... .................... ................... ....................... ..................... ..................... ................. ................ ..................... ..................... .................... .................... ......................... ...................... � Un �MAP � ROCK CONSTRUCTION E NTRANCE � SILT FENCE � GENERAL EROSION NOTES: I — ­­ ON ­`oo"p'YWT H "p=D OVIR NGT OoN 'I 'T� 'DIoIR�0,TN 7NRGUI' 1DpT,0o1,1oM,1TkoWH,1HR,1,1 _—RD I Po I ITIONI IND I M 11T11 p o�o 0 N M R NT N , =11 1-1 11TW11N 1011 1UR11DIOTION11 2 �H� IPTNRM DU0,1"TU1,D N_I�DM N=,01,UTD0TN,P,Rp1pV,1NNT ON Pp—, T­Pp1pR' T�INDP11'1'1 NRTRW PNoG�l �RloNDoR Dol�NUTIT_N,—TRO1 —N — PINI, THI ITIN—D DIT1111, N D U M 3 �ON " 0 1,N'D1Z'1R'0'Nk.1,1o1 IT NTG o R1oNV%1M= Ht IoUR�M =TpHol, �UPTP'O�N` RON 'NoTROTN , oG,�, ON'T k'TMON N=� o , H'IHIPI� 'N"'OTIROIwT'TI'RPP'PRPMITNDoTRH NNI'OVTIY 0— P011—N ­RG ��IN '�Y07 G�TN 'ORN" P'RkkT NPD11 PIR-11ND —0.1 11.111IRWITHTHI —Tl— THI —PIND1110THIR R—D Do_ INT, MU7 � DI, 'T T HI D= G N �TMRU 4 —T—T0%1—T1HMPM1pM,1,ND� 'RT0­N %R VI'NTT ZIZ �M` '�G'ORI'QUNRIDR�YTHN'IWPDPPUNTPI'�MNT7R�UoITO��lo�RO=IoD,'�'I'�PTRHO'VIND'Pl'Y�llolUTHOR�T�ll, M,NT,N,N o' 0 RO I=N M 7 U o — H' N oT ` o' T­ N-ON 'N oT' HI ... N ' 'ID Mp' 'Y ' TH 'R TH ' oWNIR OR OPIRITOR 111 ID ON Pl-k IDD�T� ONII IM P 11-111 kkp,�M INTID 11 D —TID 'Y �o ND T ON , IT N o IDD T =T�Hol IT TO OWNI R T HR oU GHO UT ", PH o' _,�PRRUO�V T oN I —T—TOR 1H111 —PI WITHTRIINING RIQUIRIMINTI IN — Ill 1101 THI GIN1.1 PIRMIT 6 �MPTIR—,�ODNTRR,01 D—Ipl,�RON�TO RNMIol'N' �yl�lolWI�Tl�ORIO�IIRIQUIRIMINTI�RMINUIIOIP.�Tl�1,1IIPPIIIIII �ONTRIIORI�IIIMPIIMINTIDDITIONII 7 - P=IoTN�,11T�,R'ITY'D'I'%�Tl Ill IT11-1 PIR-110RINY �ONITRU�TIONIIIVITYIMI�TINGITII—IRIORRIGU-IDwITINDIMU71I M"N 8 �o N­TOR IH­ M NIM � "R NG To TH' "" MUM ­NT —1 � 10111 RIWRID 1Y THI GIN1111 1IRMIT THI 10UNDIR111 01TH1 -IRING IIMITI IHOWN ON T HI _N1 IH— " -1- — NIT, D I G WTH _G, 'T"", IIGNI, Ill 1-1, — I ON THI DIVII—INT 11T1 1110RI WORI 11GINI GROUND D17URIING MU7 NOT O.UR OUT-1 THI IIMITI 01 D—R.— 9 G NI-0— ­R 1-1 DIN oT' ON PIN TH �IT` 'D GIT—�,RWH, �N H ITHolIITI,1,0�� I Mpoy" PIRI NG 'R" ND 'R" oR 'o IToO"R� D ��U ,�IDIITHIIQUIP.INTMIINTININ IIND IIINING 11 11-11H 'TD' IoORN 'RI'PTO' H 'IRI_NG��QUPo 1Nk1o1N1,NTNG, - I MU7 11 1-1D TO I DII�NID IR11 01 THI IITI IND 1H111 11 —TINID IND PRop,R,y �RIIT D 1T1RDUk'04VG N1`D1'G N , _ , 'I "' ' QU D 'ND ­ D W17 11 G' NI `T' D �Y M N R­ `H oUT T 'MU7 ­ 0— NID IN PR001 M— NM I TY 0%MP'IRM IkNIR THI I QU D IND _ D-7 " MU'T N oT ONT" TH GROUND , W , NDT=RRI�M UONT NOT11RUN o"'RoMT HI ON _T_'HoUTop,.ToNoR, ­=TMI U7UIPIMD, N 'O�N RGN M UIIH� T _,�QU D INo RIMIID ­ �DR0,1TPRR0,PT1,R1UYT�,NDTN OpRoPpl,�RN,�'l , HMP,�,-IoG UT­ oD YTo N Q NT 0 o H N INI T, W7 O'UNT'ITO�N"�'DN��DR'�T�l'�IITV==IIIOWID 12 �U M-1111 IND 110TITI ON 100M 11-111 MIINTIINID ON 11T1 OR R11D1 1 —11111 TO —TIN IND -IN UP 1U11 OR 13 DUIT ON THI 11T1 1H111 11 —TRO111D THI U11 01 MOTOR 0 Ill IND OTHIR P-011- .11D OR TO- IIQUIDI 10 R DUIT 1UPPR11110N 0 P—TIONI 11 PRO H111TID 14 101DW-1 0011- DIIDMINT,� T P�YOO. �HMPMI'D' NGol�,I�ORITQU GRDM �RNT'�­R P­Tk1 111R�, MNITR-10N � DIM OIITION D11R11 � OTHIR —11 15 —DOUI —1 N% 'I lol.G RRDOM 'U�TU=DM1UT'0'PR=V1YQo1R 'IM, 171olRUD N, G� N'11 N 1NTT0P,%VU1,NTT,1,P �N oR oTHR D,=IIROTI,GTD ' 'o M TNoT7 G D' 1,0 10-1 11 WITH -11RIG—ON1 16 "' 7kRM WT �TP,0,11UUPT"OoNp�RIVINT— M 111UR11 PRIIINTID ON THII PIN, IND IN THI 1-1 1H111 111 NIT111D 11 100N 11 P-11111 IND PRIOR TO 1011 D ITURI NG 11 1-111 IN 11 D ITUR11D Po' o NI o T H11T ' WHIRI 'o N—V ON — V'TY H" =N H'O'N 'THTI =RO I'YP'I'NDTNDsk ITIHI'M 'N4�'Ty �Pol'�� IN'ITT V NY IID N G5 75 31111 D � N G M N�DoT " ID M TU R1 N U M-2, 2, , 12 G ONo2R57,5 M UIPOH� =T1�0N�Iplpl k —,NY0,1,WUTH NPIO�T, MITHO-ND N �o N10 M To M N10 P1111 ONI "T 3 T"'PoR­ ` ' I N ­o M 2575 31 11T RNT V� 1Y D R_ � �o , 7,2"R N1. D —W—WD oT N 2575 3 'M D N , 01 TIMPORIRY M —H 18 D ITUR11D Po' o N 'o 1TH11T H' N ' =ORN,— VOT H , G'RP'R NTN'YINTDo� PR1.1,H`1 I"IDI,PIGRPNINoTRIYVIGIIITIVID�ToHIIRI IR111 71111111D IN __N—THTHI T MT, Dl� �RM , ID "R T � IDM'Npl, N N N 'T V I —T—TORIORI—ONTRI10-11111 R11PON111111OR RIMOVING11DIMINTIROM M-1-1-ROMT-0—Y 11DIMINT110-111NI—TIRITO 11 D �'D MYININT 'GNRGQO'l TYT=IM I 'T1, g DT M 'I�T M U07U T� '0 1 P�I�R 2'N IRI'IVN' 'N ITHol = I TN T H, lo%�IoGN'�Ylp—Tl OR NIGIW, D _ U �'N'T�IIW 111N MUIT 11 1U1=NT HI . N T 20 ON I TI � 011 1 T 10 1 0— ND ­Ro­ =ND= �TTT�D 'NRolM �,�WDT 'H'GIM �RN,�TpORNMTTH�OUUGHR�M 1ITMINT-ON01-1 70-1111ND W 7 1'�I'N oTID ON THI I TI D =N Q M�N 21 �IM — I ITMINoO� � 0 NoDT UHITR, '�TT I V,1, I ID I M 1 0 NT RO 11 � I NN OT I I P— I D I N 1U R — I — I Rl, I N — D I N G IT 0 RM — I R o N =,1,0, 1U I THOO,� P U1 2 M k1UTT H 22 110P11 1H111 11 Ill IN I ROUGHINID —DITION DURINGTHI GRIDING PH111 TO RID— RUN011 VI—IT111 IND IR0110N 23 DUI TO THI G=1NNG11pDUTRNGToH 'D DIVV�1�,OPM R01��oT�oONTRIIOR 1H111 11 R11PON11111 10RI—ING THI IR0110N —TRO-11-11 1111 'T Ro �T, N T�NTToOlp�,HVIP� N 24 --ITRU TON-1 �1 —�oIR2R—D �ol_NRDUOIko�N�H —RIING D1Y,T- N—DII —11111ING 01TRIN-1 IOR UT111TY —7-10N IND P—MINT 01 MAINTENANCE NOTES: 77 W PO�ITUHTONT�RTIHINDT�G=l�HoINI�,�TMPIRNToINNNID�NIUIIYIUNIIONII M UR" 7T ID o N T HI R NINDIIDMINT NIND N�H '11 o1M 'T'ORN —DT ON UNT IN o 'ONG" R MURoID oR _okkp,1T=HR % Poll_, oR N 11 o RNo UHT 'N "Y 24 N N H oU ' R, "LL'RoT ONI N" DMINT'T ON ON �Ro_ H " P11TH1 ONI R­ o NON 'T'o —­ W IVIN D'%IUDR kURG"�,� V�1,�ON'N �TDRUNIION INDWT-24 HOUR111TIRI RINIIIIVIikT-�R�;T�R �N D D R111 RID IN 1.0RD-1 WITH THI 101—ING "' ITIIN MUT " R'PIIRID R'p­1Dj RoIRO'lUDPPI'�T 1,NT1oRWH,1,NoToH 'Y '�IoID oN oD IWOR.H THI �, R_ RI UIT 11 MID TH N 24 H o W NT1UoNN�,T,0,N �,IID�MINTRIITHII.IOITHIHIGHTOITHIIIN I INT �o NTHI —�N RIp�,0�1 2 TIMPOIRY IND ININ INTT ONIIINIMUITI DRINIDIND T H' M IN HIN TH� D 'ON H,0,1,1,1,D M o _H_o.G,=kk, D=M G"N D Rkko_kkU7 "rokkp_ ID W TH N %D HO URT RrM CV�IoDVW 'RY oR, '0 - NDTON11 �DoW IVD 01THIGIN—PIRMITI `R­ ­R' ' N IUD NG D T —��N �Nol=� '�M N 'PN'IG =VDTIN�.OINIIDNDINoTTH�RNDRDING��y � IR0110N —T-01 MUIT R M01 I I D 'T = C � ND 'ID M INT Dpo T, D T2,kN 1%`N�GD . �H TM 16VNW UN'1T1'1'1"` HIIR IRGIIDR MG' UNTRT1okk0Vo1R1p N.IP,0,1�IoD '1oTRTNHT1,R�M DR 711"1U1T,0,N, MUIT T111 P-1 —HIN 11VIN 171 D.1 01 D 1� o R1110NI"' ' IIORTITO=N 'NG 1oP,1,URUD ' D R1'1k`71T1' 'R, IPON oR �T G o N "T'N VPIPN'Q,� ND HORT111-1 I RM o�TOo�T��oN ND 4 �,0kkoVRUD10oNM1'T'1'1H, 1T1,1TV 0 'TR 'O'NI'MU.TT N PH' 11RD, 'OoIRDV �DoIVN,�RIYOoIR01,1,1p�,I�,DMIW TTTHRN �'lNGoONTROTPMVITDolUo `P�IY`WTT­p�,I� IVD� M IoN, T—UGTIN111 P11MIT 5 �=ToONRNDRI�IPDOM NIT11 loONRT H OMIPR,�%ORN �H ND ­ NTO'N �N, �T'Ho'TNMITPRoUR�'TWO'NWoPRIRMITNIN�'WTHRI =kYTM,1N,1GR M NpTo w ..... XPo1'RMNTT11 o T DU.T o 'T H T I R 'NM1p1'�1`UNT'1'1N0TH UNDIRGON �D, 2 NT_�'I'�TOoDl GTO P— �� 15 01TH1 —1 GINIR11 PIRMITI OVIR111IR111 01TH1 11T1 T— HIVI NOT 111N IINIII IT1111111D ORTHI IITI H11 N,INDIINOTIHIIIIINIUIMITTIDTOTHIMPI IIDMINTMUI�.I, '1RYTMHo1VN' 'D.TNRI M oRIND '1T1'1'1R1'1QU='�D 1T1o0U1,NTR 0 MPN I HIU�GOTNVI 11D M, NT�N 7R11T1 —ID 11t1oH , D NTo 7oRM Po I I o' U Z�l ITRI-1 0 7 Ill N11TRIT ONIRIIrRMoUIT�okkp,1,1 �OTN' DTUol TIol UORN' TH,�T N U IPNMT, 'NRToDMR =G 0,0,NT1HTRUN�,T,0N ..o I R—HkNG THI N11—ON IRIIIND THIII 'R", 'R, ___ M 7 URota Ro T. oN � INLET PROTECTION FOR CATCH BASIN (IP-2)� X27 INFRASAFE SEDIMENT CONTROL BARRIER (IP-3) � 1495 NO-111 11VD _N _ D, MN 5544r, lUIT-0 1 751 6— Is l OP11-­ GIN1111 —T-01 1UP11INTINDINT Know what's below. Call before you dig. A 11 -Sambatek VaN www.sambatek.com 12800 M8e W or , wile Minnetonka, MN 55343 763.476.6010 Wlephone 763.476.8532t-Imile EMI—M I S,,A,g I R—IM I E-- uiiem: PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN LOCATION ADDRESS Certification o N' N NEEI E ,T- -h ,—Ion No 5-5 D1, 04/192017 M-1-1,MN—e Summary 1.119-d N11 Ir— 1 �prov.d ETL look/ I— N 1 I-. IINIL Revision History No. —e By Submittal I R—i,io, 01AIA1 � 11%r,M,1,MPTET1— 0"­ �T L Sheet Title EROSION CONTROL DETAILS zmeei imo. revision C5.03 Project No. 20460.03 LEGEND N °v °So ERR lRy ( 111 �I RDRIEREAI wN z — I— ISCsR I°N I �°ROrE Hp I —T __ ___ __ I _______ II -_^ I_ wa\ I oaa f __ I i N II T- " - - - +_ I IRIS _ \A �� REEK soxT L l Q - __ � - O T - -m Nc -II Io Imo f = T" R " ; ~4 N I II II ss I I I II �N - e - R.S -t SERI: \ \\ , 941 SS s3N.o v\ N �EeR� ass \ \ sear IRS J J L -- J L -- 30 _ ry _ Ica e \.' ^� 30HNbAII \ \\`N� NORTH / / /v/ HIBIS \9e V -£.n \ ��\p swLL® Know whatt below. R Call before dig. 31': E aiz II nn �� �' 1'111 M s.R aN jgR°n. \ \N.0 li �✓ // you E a f +� RzaN 11 R3R 1 I V T �?' 3 UTILITY CONSTRUCTION NOTES ON I Va°iEIrsNALL RE C°NSTRUITEOiNAIVroROANCEwiTNTNE —J, ... Idl c-I �� � - -- ok ��U EIISETSIDR sT R° i°NS `� 1 /� � 0 1 I /`� ��_ IEAMI,E11SITASREDIRIEONERE NS CAVNTRACT°R SHALL °RTAINA C°vY°F THESE SISIRun°NS. I,°RM ANN IAN IRY) IRos NNSS I °URE wAERMANAN °IEwER Hie I °N °. IIERA;aYSEWERIE11SER11DRE SE.1bI°LEssNOEO°TRERwsE I I I ALL SANITARY SEWER SERIIIES TD Ell LEND SHALL BE III SER 11 IDNRDRREIND I Al. IVANHOE DRIVE NW ° NER III ALL � R- NTD —EII FET°FI°IERDIERT°v°FwATER.AIN 970 970 I a FIE— REATDRA11RDIEUE°UAC SHALL BE USE° AT ALL RARER ENU °UTLLTI 960 960 IR- IES,coNTTS -D wTBESO.�YANNIDREILE:EiYEBESSIDES ITS FDRIDNo IDNS IN1REi°e TE, NICUUN° IAFE, Y° FALLVERS° NSAN° vR° vER ,Y°RIREIERF°RMaNCE°FTHEw°RIINI UU 950 ISI, H 1111 " X31 ru ° 950 RE �Eo a ME URESN. °N °RNEART DNSTRU " °NSE I aLLaREas°° TS° ETREVR° vER, YR° uN° aRESIATaRE° sT°RRE°RY°TR,YC°NITRUCT°N SHALL BE n a R.36 940 3J N,,, RUIN'1'E IA sE RNENC, RRUE Ronn Ln C26 CU CI3 940 sop °REUNNNUI °UUEUAR IIN CREREIT°REUwTN6NCNEI °FT D,BILN,CENBENEARHTHE I „RR II II I — , a wM �� T° "° Ca Sa M Ne °,ER T T ERs APRR °N REN° SUI I C°NTRACT °RINALLRENESV°NAN EITDEAL° NS,FLA A ANN °TRARCC°NTR°CHE N AS RARRCAUES.wARNN °S °NS. °RECT° NAIL °NS.��ENANUC °NTST °IUNTR °CTNE M° yEMENT° FTRATECwHERENEIESIARYTRAFFIC °NTR °CUE ISESHALLI °NF°RMT°AVR°vRATE MNNES° TAUEIARTMENT °FTRANIV °RTAT °NITAN °ARUI ALLTRENIN C°MVA' DN'ST N° sNALL RE C°MVIETE° RYAN N °EVEN °ENT °E° FINN CAI EN° NEER I 930 - _ — - ,R E — 1 R — — — 930 ° R..11CLSZ „ 11, 115' _ R RENO I I AR E LS E IA A N RISE THE SIDES FIRE ° °RUNARN° IRE °UREU RENINI°MVAI°NTEITSAN°°E°TEI~N INSP °NSwTNTME °E °TECNNCACEN °NEER 920 „C,NR3R� TT° FEIN�ERF. E -azs I NCI °R I �NA,M III o �o3RN VISOR �o.oex ,III 920 _�olN,a II A °E°TEINN CACEN° NEER REREV°RTHASBEEN C°MVLLTE° BY vN °NE 6IC Iaz RyEIz,a.MAVCE °R°yEMNIIICC °ATEU 6' /' I 910 TT° E, R a W 910 NR 16IN N 3R. I . C°NTRACT°RINALL SURMTAC°vY° FIN °v° wN °IF°RREANN°CEANUCATCNRAINITRU UREI RISE SH D °TNEEN °NE ERINATEHERMAN.NNeTma���m�reNTOm, ANT °RSNALL ADwIw °RN�N° 900 E- IIER 115D 11. SLID ELSE IT11 SIRI 900 S- IT. ILBI 1- 1- ITE) 1.53 NIB. RIIR 111I t;'\Sambatek 12BOO WhlI D'%, Sulfa 300 Mlnnalonka, MN 55343 763.476.6010 nlephone 763.476.6532 f-II Boh -Ina l SuRefna l Ph dna l W. .I Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION I-ocaTion ELK RIVER, MN Certitication o ENT 1Nt rvo 50475 11, 04/19j2017 Summary Ippro- ELL okiPage IT- 11RIL nsrzN., Revision History No Dale By SNbTN -I / Revison NaasnT E IIIIA7 ,EN c RE :ueM T"..AI Sheet Title FINAL SANITARY SEWER & WATERMAIN PLAN Sheet No. Revision C6.01 Project No. 20460.03 LEGEND 7,F- L4 i 193 ��rNT 207 _ � ` I 194 ----- - - - - - - - - -- - -- mrTwmoznr ane,s rro av 20p1 ,�sAMaATrn _ 'ta ,c3a3; Know whaY5below. �1 A 9pFF�Ep �v aoTE uTTIL Ss S3t3s w s .4 ii 3 ` L -- - - - - -- 4 -0811 before you dig. ,, { o'rnT r 209l: ---19- - 5 \V Z L -- --- Z -- � ll l i - - - - --- - -- - - -- soaux- - I� l 20411 196 387 NORTH so 1 1 � 1 ' 6 11 ' 0 100 I 1i I ______ {___ -J" ® 389 L___________J130 — sc4E w rrrT i l z r__ ______ l $TORN - - -� eTI - - - - - - i - -203 97 1 1 z I I I Y Bw ids 1300 Fors St —t— Tame ll 390 I I I I _ 6 srn.n TYPE ow. a1 1I1 e l caeca l l I 38S' L ______ ncz LcM�� °e. v,z sz s,� aaac� ----- - - - -�� �210� l I 202 ; 198 7J ll 225 3 —L� ��2D11 - - +-- I 199 tz 224 211 1200 r- �: I, RIIellllll! 11111 970 ID1311 A1 1— I 1. i aoa wa.I Soo (4.') T r. s 93,5 o s s3zal oas IE 132 _n3zzw ssaaN is -sa°. os rsz °nT 1V E�os� " I,LI,T o L 77f P ,,, ez - q ..�-4 _ 970 1 ambatek www.sam6atek.com 12800 Wh6r ONVe, Sulfa 300 Mlnnalonka, MN 55343 763.476.6010 Rleahone 763.476.8532 f —Imlle B ohemino l3 rft l Pl odno l raMmn —W Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION ELK RIVER, MN o E-T Lim rvo 50475 o1,: 04/19j2017 Summary 'ETL kPage °nsaol Revision History No. Date By Submittal/Re,i,o- o°asnT 011 n se cIT- EsceMI,T °L 930 Sheet Title FINAL STORM 920 SEWER PLAN 910 Sheet No. Revision C7.01 900 Project No. 20460.03 IIIIIIIIIIIIIIIIIII-EGEND nu NEisAN.l �rFar��P.,P� �rFar� FoacE wnTEaMn N .sEn7ENT ______— — — — _ Know what's below. �nLVn Call before you dig. hEL 9360 �NH�Oaa, °oN� St6 NORTH FEET / structure Table m— OCS 1507 FEST bl 61 MO • "1111,J 970 III �i �N�w. J, lily I AVdoe -- - - — -�, -- - —I is 387 11i n: II 389 I L___________J 390 e gT3051 2 II i oµv II I I I - .:•:. ". }, 11301 lso6 -- 1II I I �I STORM 225 li 11 3 11 — J I 1 224 11. - 211 ` 1 223 212n\ 222 221'1 .213 \ I�`squ� 220 \\� < ° -I I I I L _ r - I I I I I I L _ F — I I I I I L r i -- I _ � I 1 r —I - -- I I I II I 1 1 / ,Z14 7 223 �\(' A�� `�. 212 / 222 v aaX� \a� 221-1 213 \� 220 v �\1 4 \ ' 7 E \k Ac \� 219 248 %\ T4, 218 249 250 1500 251 252 \ / �Q a °`�\ 253 i 1 1 INFILTRATION I `� I BTMSI9190 ,ET, I OUT 920.0 1 Eor 9zza ✓/ — 950 HTeM nlNe —Rl nl,nlr4',w,1,LIIF,LE aaMIH 11n3TO aE us aMH Po -lsdl 0 I,I MP, IITPIE 4ATEn� n, __ 940 n al /EEnETAL dVZ) _ 1n RE 11- s °, 11 NI 00 N e lses lne nl h opL pzses a eln Ins 1 laa E ( 0 1 °� veo Eaou 930 PEA 1 — nss,l= 924 — — — , _ E =ls — — _ s =,asE — _ n1sPPTORT -1 _ ° 920 11 114 1 11 IITINI Rp, ° I 2 _ °sn �, E=T 11 Ll o „� �EnHnL ( 910 e sPN TPa, IE—E -11 111 900 970 1 Sambatek Www.sambatek.com 12BOO WhII DNVe, Sub 300 Mlnnelonke, AN 55343 763 476 6010 nlephone 7834768532 f—II Boh -Ing l3eM1Bli1101 Ph dng l riMrammI Client PAXMAR, LLC. 3495 NORTHDALE BLVD. NW SUITE 210 COON RAPIDS, MN 55448 Project MISKE MEADOWS THIRD ADDITION ELK RIVER, MN ErMh 1x.50475 oxe: 04/19/2017 Summary PPaPe Pnp Revision History No. Dale By Subm ittal 1E Revison o 1DI 111enT 1EP lIT- E— MITTPL 930 Sheet Title FINAL STORM 920 SEWER PLAN 910 Sheet No. Revision C7'02 900 Project No. 20460.03 DR Ex sans ruiva o ED �� / �. _ ,. •°'�, .. d �qNH 6 "5 3n }Z % :"AN.l AT —� DID \�'A'hq'V C\ NrAN�n�`veAi xoA X \\ �\ sT O / STREETLCHT - s — -- -11ELE ISESSAL, o - -_ ASTERISK l I ED SPDL Ns DENOTES NON rvvcALELEvaT ON REMOVE EVISHN6 I I I � i nT,RRInTRET T — / _ 7 KEY NOTES DID -- T T T — T — — — — — — -- � ESINes1nCIneANOSITTER r — — — — — %o PC _ o ENORSLnCIRRANOCDTTER -- -r_ �__�T____7. OR�acuRR ANOSUTTERATAn NTEUECnON RAo p l o DR / o (SEE OETALO N SHE ETC Z N O UE ACCESSIBLE RAMP CIRE MOUNL TSTRET RUOES AOVST vsICN PER CaII I RECTIREMENTS- - - -- O BARRICADE1PE III _ d q 30H ,a o o= T— N EEOETSI A., / S 1 I I 1 \ 0 � 1 III I I - -- W1 �o = 11 1 C N('77 \ �i;O�/ ®- ry / / / //� NORTH I ••-. 1 II-1 J L N �I I NI 1 1 �� / � :\�� l/ / o so Lo SCO ®u 970 1111= IVANHOE DRIVE NW 970 960 950 ,moo -- 940 STE IEI 11 OnL III IL C' ELPS IS1.1 S I 930 STREET CONSTRUCTION NOTES 920 ATE DR 910 ST RE DIRE IS ED T"A' RE a RIALLEE. THE LONSTROCTIONSHATBER— PAR ESP. THE SITE R "THE I STAND RE WATER SHALL NIT E� ALL"W.R WTHWNATHE E.REE B BADE IMN ADTH NSTLT HDURS IS EoLES AND SALES SEXES) MUST BEAMUSTEOTOTa RELOwTHEHMSHED 900 CUTS "AS E "'.FNe,o,H°oE;'EOOERF'oA R o;h oanoNEN Sambatek www.sambatek.com 12BOO Wh11BLreter ONVe Sub 300 Mlnnelonke, MN 55343 783 476.6010 Rlephone 783.476.8532 far II EnAh -Ing I Surft I Pl nnA I EiMrammI Client PAXMAR, LLC. 3495 NORTHDALE BLVD. NW SJITE 210 COON RAPIDS, SAN 55448 Project MISKE MEADOWS THIRD ADDITION ELK RIVER, MN LOCATION ADDRESS nro INFER ��e.,«.law. of«. nM. E,h tR.5045 Dxe: 04/19/2017 Summary kPage XSERX IT— PHIL ,n OL Revision History No. Date By Submittal I RN,i,io, nT o=menT ,Ee CITP RE /DeMITTAL FINAL STREET PLAN Sheet No. Revision CR_nl T.I 'EATIE, IWI N-1 1=1112 N.S I- Q M=2,= "M Eni' I I E. llAL CH14— S­ R— SECTOR A-A —N—R 11 L—El (12• IM "M —, —, - U. ­1V T .1. _. , ILIR L IDW —WI Il Ill IWI-1— Ol lC'IT .1-1 0.11n .— El' IIIINI WIANULAI I­ ` (__Tl I. _Tl F I—) —F TO ��mnlx.aw lEIEI Rll 2/111 % A II —IT A I—— S—L BE IA, EI � I IE F— Fl.. III, I__ -1 TI .11T 1,, A. 1.— .1 W, Ill 'A IS1 2/1- 1. 1 1.. 11 R1. IN —1 -1— 111 1/2- RL L MIX )R01 MANHOLE ALAI CLASS 8 PIPE BEDDING TR�,DTIII Z06 TYPICAL HOU- ------FAA- DI I=R KP.. RISER KC1.14 Z08 l_ 67_ 4000 jc, N-1 IDIIIN IFIAI1�1 1— 1 1/2' CWN — ITT—I 'll l ID 1 1/2- 1 IIQ �PAM�tll —��CTC—) I lRl, IF AT I I �, _ —IIL E`1`1'9'L1I FIC11"1131'Ill III III IlILLE-2-1 11 1 1xr °.j I111-1 1- 11 IND QNALDlS.11D(, I LE IT IRIII- 24- 1 I­ I- IIAI IIIEI III AN. ITRI III ILL IE,5' 11 IEIATI. Al MMEI A= I A, l%R.EI IN P w° SR IN . . .... AL- - - I— IAL T I.— I FA N° —'s 1001LINII EII. �D��I —E.I 'S�EI�IIE 1EI -.A L'�EOP II E�Nl N ,1 INNNE11— -lIA. . . I I'll AI ­MIIN INS LL-QN I­ SA11­1 EII S­, 30 —AL ll— LI .—N LEFT I ERALI NUT �/R�N%� IT III FLATI '.L---E -E AT C.., A—T l-IAL C.., 4 D I I 0,=ff EF,1NL,1ENIW, E—MEN1 1 1 11 1 N11 Ol - VAN _I'LV NP '1"IID1ILN, N-4D E�Ap � _ S,0� I S AV I 4D E1,1pN 'NTR IN' -ANS I'N TARI aN 'AIVNAGT� TTIANS11I_ T� lIlff- E_ E'T I IA-.A'N AT E'- -.S..I Al"IA VE—L AI -E GAW.-D .W IW -` A RRSIRI —E --ANT IITAIL 3 I'Aff"A' M All IEII AN N7�5 DRA' IAI` 1.1 P AIT I', H _AIIT IN, IN CINIIETE "ACE1 WRE ACCEIA A, I_ I S MI�AS�0.1.WAI I/EL AL IL—A ­ -11, T- 'A DETAIL I— 'f —IEE ITIN �71% L� FALLI IN I DI�R— � D-- IWIND 011 IE IIEI NEINAI 1-111— 11 Al E—L RIE I/I 11� LAL Exxxx lEl- I'l Al N II I IT I LID lEIE1 wATCnuaN -TALLAT, —1 1— 111 ERl M sewen ­IAL.D Em yamT ­IAL L—IT 3400 >D1NA NAICW IEIUIRE. - SEE INEII— PACER HYDRANT DET- 3401 ALL -- LIAI IIAI 11 1— 1A. TI 11 1-- 'TRA-_I MI�LUIS Al IEITSA— L 'LA REI z/1°,1 HYDRANT RESTRAINT DETAIL W2 IREVIE I—EF, I STANDARD DETAILS 11 —1 -TERM.. —ER —1-1 ..1 INATERNIAIN CR.-I.. 3404 ver ver SEWER AND WA T ED SERVICE CONNEIDIEN %sambatek www.sambatek.com 12800 Whlt�r D ve, Sub 300 MIrnI VIN 55343 763.476.6010 RIfthon 763.476.8532 flI Bgh-ng I SII I PI dng I W—I Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Location ELK RIVER, MN Certification E-T -h 50475 04/19/2017 Summary D11 Dr11I III W­0T, Revision History No C­ By I,bT,Etd I Revision , AA EIIII �— =2 T�TlIEM'I'MPTETIMIT L Sheet Title C9.01 CONSTRUCTION DETAILS Sheet No. Revision Project No. 20460.03 r ICI 10911 ♦ ICI IOII NENIVI ICI SLEEVES batek ex uxxv a aneux xirvcs . � �cxxwxwc LLLI mnixm xnTExinE) wsw ewc 1 o /xT µDoE Foo a�� a i x� nE lW) nrz x.mvw.. maysnc xTE�srg�Exaix xnTUxu cxouxo � nw.xn w.wE 30110M OF ELE 7EECH E4­ ED APED rvxrn c1 E (s cuxaz,ca amvisE w wal E� L EE IlL x TLE a 111— x EE— DI S C7nx�T SDD ANHOLE CLASS C PIPE BEDDING Pxoh \ WIR TRACER E DETAIL -� �TEP-,1 xoTT.. c0ETEx T' II oq EcunE III IIALL 1E «oT my 3405 LLI� ae 5 x .oJxs.�a .fi D. t 1 — DILDEA.xE t tro' 3408 r ICI 10911 ♦ ICI IOII NENIVI ICI SLEEVES batek ex uxxv a aneux xirvcs � ° xnxixux s mrvus P1xcs - ourve nxgn C-1. �q x�xux a q�x OSEO 1P� TO BE ­LCTIED - x INrtq�IR nrvD ExTExicq. 5 ° - ry A 11x1 '1 EL. EDNE rgECAST CacgErz A aT .x o.,, ECOT of xE DIT EE, ,rze„ may.. Ro. m x ro ou L a T I/=." 7v r s"""ow p.reN pAaIN �DoxcEaLEgPEx LE= E ' r SDD ANHOLE T5ag1 o 202500 xxxM=xrv1E -T E BIT �o oao�aoo< ®C0�C0 ®4 moo" o�®> � OSEO 1P� oo ao 00 E 0 0 0 o a a a�oa�aao �O��a o PxE_T "C", rvaTq 111110 °RM D ooa�oo E nax �DoxcEaLEgPEx LE= -� �TEP-,1 xoTT.. c0ETEx T' II oq EcunE III IIALL 1E «oT my ,ie LLI� ae 5 x .oJxs.�a .fi D. t 1 — DILDEA.xE t tro' aow ref. mar To ­1. IL END T' oE" a Ews m Eiexr EEET 01 m -`� IEI snooc c,snxs sxnxE aE xEErvax q -„a5 oq EounE E.snxcs xI.EE xE —S.x x-TD1 ox Eax.E : limos cwwA C—N. xEErv.x E -uED oq q-,,., -. aom Eo osT1„E1 I . snoE, *,�. $LAB TOP MANHOLE sTpiwIE 2502 2 � r TRASH GUARD srp��oDgc 2504 �� � r STANDARD MANHIXE CASTING -.v c 2506 �tl � r STANDARD INLET CASING s PnaTExc 2507 �ry r GRATE CASTING s Lorzw 2509 % sambatek www.sambatek.com 12800 Whlt�r DNVe, Sub 300 Mlnnalonka, MN 55343 763.476.6010 telephone 763.476.8532 f —Imlle Fnahemina l3 ,,AW l Pl dna l PiMmn MI Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION Locauon ELK RIVER, MN Certitication E­L L,th 0@7 0�n97 aurnrnary e ETL E001 iPa oa L Revision History No Dale By SubL, tt I / Revision u.asnE E IImsnE ,Ee Ex- 111MITT.E Sheet Title C9.02 CONSTRUCTION DETAILS Sheet No. Revision Project No. 20460.03 Mtn,\ •� � � .,�, acx�aAO.J � :a,.s. sunx— �eurrrEwrmucrrixx.Mx.r %�, �I --------- �xo wwxweouxx xrauunpwoeruoo,»:o�r �>:..o Tr. At *OR APPROVED EQUAL PGP� 2 vv a ao To -1— ROCK CONSTRUCTON ENTRANCE'S BUILDING PERMIT 2015 cj •; TI fi a "— � 00 'C V_ crmwL D—DA PL- Doan cc aoe� EIIAI INLC(IP2) SIN i nwicCTON 2511 NEW OUTLET INSTALLATION DETAIL *OR APPROVED EQUAL NxE .ETx xExTDx�xEVT �� .eea,a, DTE.T,r T.nx =PA oL xrrD x. PL�F IN T 111EI. 1-1 1111 1E L STANDARD SILT FENCE w >re 2009 V L T IN—DiNe NeeNnnx waa s nNDnxD rDxTne N- axD1ecr. EPE UnD DISTRIBUTED BV: O *OR APPROVED EQUAL 27 INFRASAFE SEDIMENT CONTROL BARRIER (IP3)* r"ambatek 12BOO Whlt�r D'%, Sulfa 300 MlnnMnke, AN 55343 763.476.6010 Rleehone 763.476.6532 f —Imlle BIgheming l B rft l PN NnA I RMmnmendl Client PAXMAR, LLC. 3495 NORTHDALE BLVD. NW SUITE 210 COON RAPIDS, MN 55448 Project MISKE MEADOWS THIRD ADDITION ELK RIVER, MN —" •rc�rDm __. _.. m E-T Luth N "50475 D1e: 04/19/2017 Summary E: ge. 01D1­7 Revision History No. Dale By Submittal IR -i,ion Da 2�mxnT ,ED co�xECDDMOTAL C9.03 CONSTRUCTION DETAILS Sheet No. Revision I\ �EavicE sru,a socnnoN b 28" SURMOUNTABLE CONCRETE CURB AND GUTTER AIII f �! .....o = 3E «. 1 8618 CONCRETE CURB AND GUTTER e /006 SURMOUNTABLE AND B81B fi CONCRETE CURB AND GUTTER �L., 2000 HIV I o . L° 1 SE- NON-111- —T11 5H ­ T E °P axT 4 «. T °3106 E D—TIR ° H e 11111 -T ��ae —Y CATCH BASIN fCURB PLACEMENT Es. NO�xo lY SCATCN BASIN CURB AND GUPER R1Ver 20�` _ gn _ I oueo «e� e ®— m,wuuarzcu�.wwa wnxme.xr •.0,.500. mm„ a. a �� sTneo�Ee �� rte® ��..o PpM:. e�•A�,u, °,. e „�,�. i [, 8 -6 -2014 STANDARD PLAN c5 e29TP250MLS10G 5 TWICAL URBAN RESIDENTIAL STREET SECTION 2010 R1 EXITING 11.—El P1 71 PAVEMENT101NT No -E z ° o b .,P.A ® .�. �..s.,�•.:.,.a c,�mRs ,. T- 4 o Ill ,oe 11RIDO «.L 1.11 G �_ 7 .. 8 -6 -2014 STANDARD 7',"—PL'—AN cS- 29T.250M 2 OF 5 r"ambatek 12BOO WhltV r DN%, Bulls 300 Mlnnelonke, AN 55343 763.476.6010 Wleehone 763.476.8532 f —Imlle BIgheming l B rft l PM dng I BMm ,—I Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION wcauUn ELK RIVER, MN �erancaaon E,b 1x.50475 D1.: 04/19/2017 Summary look Pa °ns Revision History No. Dale By Submittal IR -i,ion n E aneei i me C9.04 CONSTRUCTION DETAILS Sheet No. Revision Project No. 20460.03 J I � [_ � 227 _ 226 209 sb 1 14 208 - B 2 I SB 207 \ SB 2 \ I I 98 1 Se 3 206 \ DFSEE I SB 4 205 — - I 1:� g _ 1B 204 387 sB 5 389 I 11 I F92 203 B I - I� - - -� 1 - I 2 SB 390 6 3881 SG - - - - -� 21011 ss X202 1 I I 1 1 I 225 3 201 _ 19 7 ss 224 2117 SB 8 i� 3: / zoo o SS 223 / \ 5 T/ 1 Or 212 / s4 ss 222 \ 221 - 213 215 / 220 2: 216 i ALT e,.N G9F� F 219 / T �. \ \y ✓oy / i. VA Y 217 9 193 194 h I I I I I 0 j I I I 195 I I I I I I I I I 1- 196 I I I � I I 197 I I I I I -7 I I 98 I I - I I . 9 j I I / I � / � I / SB 1 / I I IV I E NERAL NOres: E THE SITEAND aEEDnnE FAnnIDAawITHTHE ExISTINR EDNDITIDNSaEaTINRTRTHE NA,,,aE ON ANN F I, THE THE I.N­ ITALL ME aesNEIINLL CHERT OFTHE"I'T nvvuone JCneumoscnunoms, ANDVEamI,SANCES 'FOR NO THE WINE aes/SUTTEas, TRAILS, TREES, LAWNS ANN SITE EIEREENTE DURINS NDNOa Ia DFANV BAR, PH ED PlAER.R ­11 I.—IlAll 1111­1111 All MICA111111 I'll PANT PHASE 3 CODE COMMON NAME BOTANICAL NAME/ elaamleraaaoeasls AHUma amuaaFe lAUwaa BmliaaFeseNi�wenv a aI Ius x,111, Sao,' I S,11, Save cab Apple al BOULEAARD TREES CO­ BOTANICATNAME I COMMON NAME CONT CAL .1 E=N 11"11"TNE"T FECDNDIn DNSSHALLEE ea..U_ THE A_UPON OE THND OWBOUTHEPTAN PERAL NOTE, B TH D,AN SE"IT I EAEELE EENnNIIFEOUATESVSUVVOaTED ME'TEEL DER IF VOSn s' D. c. E ='ITORA66E 01 ­ElIAFE 01 I111LIEI ON IITE WILL NOT RE ALLOWED IONTRAITRI ITALL SEDUEET IN wamED, A I NAT ACCEVTANCE INSVEITION. O erleemaall Sleaaa MR, ISleaaa Glea Maple c WITI-AN I TREES CODE BOTANI CAL NAME I COmm ON NAME CONT CAL .1 eaus U10101 S111, wblre oau PLANTING NOTES: BEAT FIR EDE RA`TER IN—­N I NO ED i NNAADIRouNOmvEa`FEDS',AINTEII IT"Elawais IRRE� THE w ORE JIEANT- REII DEDUAIDNDEDDUDUSP HESTNs21ME DF Pa aalsa R CRUD I � /E. 11B EVEDUREEN F. / w.IEEDNR 11 1 TURF NOTES ■ II , DUSRNR ATEIIAL , AND TRASH, AND BHASTRE FIFE OE STONES 1RSERTURN 14 AND I I'D I AIES,FNSHED BRAE DE SOD /IEEDSHAL a HELD ME- 1URFACEEIRATINDFTaAI U EL A 2, FO Eaolw EamzN� IRRIGATION NOTES: UI/D. CONTRACTOR TO SUBMIT SHOP DRANNSS FOR 1110— OF SVSTE 'SI To' SYSTEM DES IN NEEDS I ALL SOD To PIECE AE A "Ay 0, ROTOR , lCATONHE.SWTH.N.U.DESCNOF1 IIGATONREIDRBEA ALL PLANT BEDS TO IECEIAE DID LINE 1111—ION WTH A MINIMUM DESIGN OF 25 IRRIGRELON PER FASEN NOTE: LANDSCAPE TREES SHOWN ON THIS PLAN WILL BE PLANTED DURING HOME CONSTRUCTION AND WILL NOT BE INSTALLED DURING THE UTILITY & STREET IMPROVEMENTS. UF i � I liiL 2� AII ambatek www.sam6atek.com 12BOO WhII DNVe, Sub 300 Mlnnalonka, MN 55343 763.476.6010 Rlephone 763.476.8532 farslmlle Enahemina l Surft l Pl Ana l EiMmnmI Client PAXMAR, LLC. Project MISKE MEADOWS THIRD ADDITION LOcaTion ELK RIVER, MN Certitication 1111 TE e.Ieel=oE FIR eeAeoE h J. M N cK�f G 53234 e: 0327/2017 Summary UM IEM / ge..— aensaaFF Revision History No Dale By SubI, ttal / R-i,i a nF E �mEnT ,Ee REa eESUenn EEAE Sheet Title FINAL TREE PLANTING DETAIL LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. 20460.03 MISKE MEADOWS THIRD ADDITION CITY OF ELK RIVER COUNTY OF SHERBURNE .awt1.cryw °°m mtI. III °r DI Rm.,, sn.m °,�. m °°,y, MN °..rota a< °m.m °R .mryt °.e, p°v°N. Nm.v. °, °aa nm °, wI, ° °e tn.,. o m. Eaed nn �e ..s; e` `Meie:oa oal ": N tta..,.atltnNt,a °,I.,wa,.t.,m DBAINADEAND A 1IHDINrvTHD6. I. INo A"I outl°t E An15Kr_ An eA.0w5 S[COIJD- OTION, Snerbu, °e Cau °ry, KnN�es°ta, ar Sn.,b -C°u tv utlno, /Il-1 , .ury°IsueAl °erel°.apab6Cla:e orewe,s lh p.bl�, vs as snow°° mISpn1 Also tl.di,tVm, s to the p.blk for pAlk use I-- easements as A- on th. p111., tlrainage antl utlllry purposes only. Att Nth „mat tl a,tlaNre.artl.tla,`arooa If JL _L,D D RPLC 'L,1-11 Itlx.ha a °aln y IDRHTDw JDDNTHE PLAT. ceN g appo et scatasto n,m a °a a.erm°° v I8 m couNTK "" ENN- o1,A -1-1 •LR� a N18,,, S K.mxo.ssl.r, cNOvla°ager or 111 ua.eNNaerota LImlt.a b.W.I, Comp... °o b.halmr -d aa�. a ' etl as m.° p a awithC ..... os No °esma namesaa�ry n v •° / .. ,h ro 723] E ]7Q 19 _�N67 %9'27"•W ?:• r M �' 4s r> -� 7.66 .2v C.eg o z'S 38 0 I v, m ".s °ta sn.rnam. caaaty smv.vo� C'�'9.�N16 088 „ 20 go2p4j' o- My c°mmsson E.p VICINITY MAP aRo9j0.Po o FN =,0000 a o e Ii-H, .a ONS1-IHe 21 I ° Iry Nn m.6Nm tam IL-1o1 IAN-°ta 111 -.... u1-. a °v of _ £ / J / - i IN RLS 17M Cm SAMBATEK, INC. rb. RKS I]rs ENGINEERING, PLANNING AND LAND SURVEYING L =]4.76 NOD %8'17 "E 254.34 4 =2 °59'50" R =1470.00 G74.]5 •EST LINE OF WROT a NISKE NEADws sECnn ADDITIDx N00 18'17 "E 1567.54 / ODC. N0. 147511 / DIC u / NO PART- Dbc. NO 191464 / j °T/ 45 / �832'9j„ 93.So C3 g�� 2�S 84By j7 �• °=yryC, IZC I I ` .. ... ... ... .. .. .. m ; \ c2 y °ta y, °..sot° My Co p °05 45 °`N NOD8"E N0%3'57 "E ND9 S70°3s rO ^ I 't -^+ - J J J - 93.09 Qr E A =7 °I9 L =6T.vT4- L =gill °M32v IL�9 °52'3T�Ii 1z�� a =i J L =85.54 l: 854 -i' J, 759 •59•7 � n rb 9. 1_R1S 6 7 1•:.n 3 2IN1i 663]..DSD2 n 3�6 239. W 1I 19 3/ 5 612�9 PF 3 .6 I I I °o I I'v 10 R 'I li o tonld . I - \ \ a3 a ` - -7 0 60 2� L =53.42 '+ °\ �•s' :�\ ]5 ,pOa3 2 3 °I I3 q ml IN 5 I^"o I? I. la 13 \ \ \�g', 'Oi P� h 'YS 7w �f$• �" o I a1 Ia FI Iv nl I " II Iso lss ml 6e \ .72 NLEIS ARKED OTHERWISE. NDt °47'27 "E NOS °34' _ £ / J / - i IN RLS 17M Cm SAMBATEK, INC. rb. RKS I]rs ENGINEERING, PLANNING AND LAND SURVEYING L =]4.76 NOD %8'17 "E 254.34 4 =2 °59'50" R =1470.00 G74.]5 •EST LINE OF WROT a NISKE NEADws sECnn ADDITIDx N00 18'17 "E 1567.54 / ODC. N0. 147511 / DIC u / NO PART- Dbc. NO 191464 / j °T/ 45 / sxsxxuxxscouxrv, NnuxssoTA m \ °ta y, °..sot° My Co p 't -^+ - J J J - 93.09 L _.al 40.79 A =7 °I9 L =6T.vT4- L =gill °M32v IL�9 °52'3T�Ii 1z�� a =i J L =85.54 l: 854 -i' J, 55' �� rys 7 L a$• f Jr+ m z3a =sue m�9 °3s'is" _ / !p °\ry - i ^� "3 S 4 _ DENOrES z INCH av 19 O V NORTH _ D aoo. a I N� Yce IVANHOE DR AJW - .j, ^\ \ 6 T 'i mrr LL ^� AND 21]29. KEDOBV LICENSE No. 0 60 12 2� L =53.42 '+ °\ �•s' :�\ ]5 ,pOa3 PER TxE PCAT of mIA PARK 7 •- so ®D I ....... ..... •.•• -' .... 7 8 =6 °98'45 I6 =8°30'46` \ / a r6' \\ \\ \ a n� / A • DENOr EsRN /i INCH IRON I FlID : f:` .... _ 3� I " II Iso lss ml �v• =t4°Si38� �$\ llro ro III z \ \ 5 > Iz I use'\ ✓ / .72 NLEIS ARKED OTHERWISE. NDt °47'27 "E NOS °34' „ .. mll 101 °11 3umll O CAST T"'RnorvuMErvT. 84.02 74.2944E N09°p1'24 "E Ni $a g I ry ri II z IJd .IIS tNi. O011 11 3 T III ° sal /r ° 4.83 78 D9 "E N08 °21'53 75.71 E NOS °27'57 "E 2 I eoe / lorolm j e`] N L OUTLOT B ... 75.28 / L____J / St.00 _2 -811 / HAVE A REARING OF NORTH _n sgr iD+ 5.1e 78.23 N+ / W = N00°00'00 "E Nov'E / ' 56corvos EAST 2] = # pp 8 ]5.98 w 5.97 ND3°07'45`W b'+?51E SOD°29'06'w W " -I Z6^ 64.92 5]2 "E z // $ % J 1. RCS I]z E w I 50t °43'D3`E 5\ 3 _ £ / J / - i IN RLS 17M Cm SAMBATEK, INC. rb. RKS I]rs ENGINEERING, PLANNING AND LAND SURVEYING L =]4.76 NOD %8'17 "E 254.34 4 =2 °59'50" R =1470.00 G74.]5 •EST LINE OF WROT a NISKE NEADws sECnn ADDITIDx N00 18'17 "E 1567.54 / ODC. N0. 147511 / DIC u / NO PART- Dbc. NO 191464 / j °T/ 45 / Sambatek DATE: 5/5/2017 TO: Justin Femrite, City of Elk River Engineering I Surveying I Planning I Environmental FROM: Eric Luth, PE Sambatek RE: Miske Meadows Third Addition Utility and Street Plans - City Comments, dated 04 /06/17 Please find below our response city comments for the Preliminary Plat Amendment and Third Addition Final Plat. The original comments are listed below, followed by our response in blue. City Comments 1. Include a pedestrian connection, as shown on previous plans, between Johnson Street and Ivanhoe Drive. The 20 foot wide utility easements shown between lots 388 & 210, and 390 & 225 should be amended to add an outlot for trail purposes. Response: An 8 -foot wide trail has been added to the plans. 2. The proposed lot depth of 120 feet reduces the buildable area of the smallest lots to near 8,000 square feet. City ordinances limit the principal structure to 25% of the buildable area of the lot, meaning these lots are only permitted approximately 2,000 SF of principal structure area. Additionally, the reduced depth only leaves 75 feet of depth for a buildable area, which includes any future additions or decks. The city has approved lot width reductions from 80 down to 65 feet, but additional reductions in lot depth are challenging. Response: Please refer to the attached Pre plat and final plat. With the revised stormwater management plan, the lots have been resized to approximately 120 to 130' deep 3. Insulate water service to Lot 2, Block 3. Response: Plans have been revised accordingly. 4. Incorporate new engineering design standards. Response: Plans have been revised accordingly. 5. As proposed, this plan will require your utility contractor to test against valves installed under previous projects. This is fine, but staff wants to identify the requirement. Response: Comment acknowledged. W: www.sambatek.com Miske Meadows — Third Addition— Response to City Comments 04/20/2017 Page 2 6. Basin seven was originally designed as a dry basin. It was agreed this basin would be monitored to see if it functions that way or not. Since grading, the basin has held water. The new basin seven should be designed as a wet basin as it appears this area will not infiltrate. In order to consider this pond as a dry basin, soil boring analysis and infiltrometer testing (two of each) in the new basin seven location detailing function, rate and drawdown information must be submitted. Response: The basin has been redesigned to act as additional storage for large rain events. Please refer to the revised plans and stormwater report. 7. If, however, the pond must operate as a wet basin, all property lines must be adjusted to ensure the proposed outlot includes the entire 25 foot buffer, as measured at the ordinary high water level. This situation would further reduce lot depths, and increase concerns regarding the size of the lots. Response: The pond has been revised and subsequently the high water level has been lowered. 8. Include reference of current ground elevation in relation to proposed elevation for basin seven. Response: The existing ground elevations are shown on the grading plan as existing contours 9. Identify low opening elevations for all home types. Response: Plans have been revised accordingly. 10. Please correct driveway slopes to ensure they are below 8 %. Response: Plans have been revised accordingly, Additional City Comments via Email on 04/06/2017 1. We will consider allowing this at the owner and contractors risk provided all outside permits are in place. (MPCA Sewer Extension Permit, and MDH Permit) Response: Understood 2. Based on comments provided earlier today, it remains uncertain if the two additional lots as currently proposed, different than shown in the preliminary plat, will be feasible. As such we are not prepared to approve the installation of any services to those two lots at this time. Response: Understood, please see revised plans 3. This advancement would only be for installation of the utilities in MM3 by C. W. Houle, the contractor you desire to keep on site after their utility work ends in MM1 and MM2. No construction beyond utility installation would be allowed to begin until the normal recording of development documents is completed. Response: Understood If you have any questions, please contact Eric at (763)259 -6013 or at eluth(cDsambatek.com.