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01-12-21
CITY OF Meeting Location: FARMINGTONFarmington City Hall 430 Third Street Farmington, MN 55024 PLANNING COMMISSION REGULAR MEETING AGENDA January 12, 2021 7:00 PM 1. CALL TO ORDER 2. APPROVAL OF MINUTES (a) Approve Planning Commission Minutes 3. DISCUSSION (a) Sapphire Lake 3rd Addition Final Plat (b) 2021 Meeting Calendar 4. ADJOURN CITY OF O 43o Third St., Farmington, MN 55024 FARMINGTON © 651-28o-6800 Farmington M N.gov TO: Planning Commission FROM: Tony Wippler, Planning Manager SUBJECT: Approve Planning Commission Minutes DATE: January 12, 2021 INTRODUCTION Attached, are the minutes from the December 8, 2020 regular meeting. DISCUSSION NA ACTION REQUESTED Approve the minutes from the December 8, 2020 regular meeting. ATTACHMENTS: Type Description ❑ Backup Material December 8, 2020 Regular Planning Commission Minutes Planning Commission Minutes Regular Meeting December 8, 2020 1. Call to Order Chair Rotty called the meeting to order at 7:00 p.m. Members Present: Rotty, Franceschelli, Lehto, Tesky, Windschitl Members Absent: None Also Present: Tony Wippler, Planning Manager 2. Approval of Minutes a. MOTON by Franceschelli, second by Windschitl to approve the minutes of October 13, 2020. APIF, MOTION CARRIED. 3. Discussion a. Findings of Fact for Amendment to a Conditional Use Permit Denial—ONG Auto, LLC ONG Auto applied for a CUP amendment for the lot south of 315 Pine Street, located between 3rd and 4th Streets, to use for storage of vehicles. They proposed to place gravel on the lot, however, city code states it must be concrete or black top. In addition, this area was re-guided as part of the 2040 Comprehensive Plan from commercial to high density residential. At the October 13, 2020, meeting the Planning Commission voted 4-1 to deny the request as the proposed use does not comply with the Comprehensive Plan. MOTION by Tesky, second by Franceschelli to adopt the findings of fact. APIF, MOTION CARRIED. 4. Adjourn MOTION by Franceschelli, second by Tesky to adjourn at 7:03 p.m. APIF,MOTION CARRIED. Respectfully submitted, auwth'W MULLer Cynthia Muller Administrative Assistant CITY OF 0 43o Third St., Farmington, MN 55024 FARMINGTON 651-28o-6800 FarmingtonMN.gov TO: Planning Commission FROM: Tony Wippler, Planning Manager SUBJECT: Sapphire Lake 3rd Addition Final Plat DATE: January 12, 2021 INTRODUCTION Sapphire Lake Development Company, LLC is proposing to plat 32 single-family lots within the Sapphire Lake 3rd Addition. The 32 single-family lots are located to the east of the previous 69 lots platted as part of the Sapphire Lake 1st and 2nd Additions. DISCUSSION The 32 single-family lots are part of the 131 overall single-family lots proposed for the project. The Sapphire Lake 3rd Addition Final Plat corresponds with the preliminary plat that was approved by the Planning Commission on August 15, 2018 and the City Council on August 20, 2018. The Plat is comprised of the following area summary: Block 1 Area: 1.9535 acres Block 2 Area: 1.3648 acres Block 3 Area: 1.2121 acres Block 4 Area: 1.4033 acres Total Lot Area: 5.9337 acres Total Outlot Area: 22.5319 acres Total R/W Area: 1.5874 acres Total Area: 30.0530 acres As previously mentioned the Sapphire Lake 3rd Addition Final Plat will consist of 32 single-family lots. The average lot size is 8,077 square feet in size with the smallest lot being 6,889 square feet in size and the largest being 11,449 square feet in size. The property is zoned R-2 (Low Medium Density Residential) which requires a minimum lot size of 6,000 square feet with a minimum lot width of 60 feet. All lots proposed within the 3rd Addition meet these required minimums. Additionally, the attached final plat shows 3 outlots (A, B, and C). 0utlot A is 13.3559 acres and is a combination of future development, open space and wetland. Outlot B is 4.8219 acres in size and will be the remaining portion of the center storm water basin. Outlot C is 4.3541 acres in size and consists of wetland and open space. Both Outlots B and C will be deeded to the city with this development phase. The final plat shows the extension of both 213th Street W and Spruce Street east from where they currently terminate within the 2nd Addition. Both 213th Street W and Spruce Street will have temporary cul-de-sacs constructed at the eastern boundaries of the 3rd Addition. Spruce Street is a non-divided residential collector that consists of a 70 foot wide right-of-way and 38 foot wide roadway measured from face of curb to face of curb. The 213th Street W street section will be comprised of a 60 foot right- of-way and a 32 foot wide roadway measured face of curb to face of curb. Five foot wide sidewalks will be provided on the north sides of both 213th Street W and Spruce Street. An 8 foot wide trail is proposed to go through Outlot C, extending from Spruce Street to the intersection of the future Biscayne Avenue. This trail will be constructed in future phases. Landscape Plan Review A landscaping plan was approved as part of the overall development plan. Lot frontage trees will be provided in accordance with the city's landscaping requirements. Engineering Review The Engineering Department has reviewed the Sapphire Lake 3rd Addition Final Plat and recommends approval contingent upon satisfaction of all engineering comments related to the construction plans for grading and utilities as well as the applicant entering into a Development Contract with the city and all security fees and costs paid. ACTION REQUESTED Recommend approval of the Sapphire Lake 3rd Addition final plat contingent upon the following, and forward that recommendation on to the City Council: 1. The satisfaction of all engineering comments related to the construction plans for grading and utilities. 2. A Development Contract between the applicant and the City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required. ATTACHMENTS: Type Description ❑ Backup Material Final Plat ❑ Backup Material Grading& Erosion Control Plan ❑ Backup Material Utility&Street Construction Plan m[ ( ` ) § • ( § - / \ Za E - O_ D ry �o W � Q � W ( _ _ -F n _ : - !! §E ! Z. 1 ) 1\ } !§ r � ,mE § G§ r E d "I'ln Fzz O"Moos ——————————————— -7.er 32?ZZ49j, 9 BN ag mho, oa Rig Ld L,J in Ln c) c\l 0 rZ AA C§W Ld tAG 0�jls�5 15 F9 t LLJ Npg si. 124-84 1p ma" mU 0 . LLJ ry qh, 'N U. 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W Z n \ .\ - n .} � �* SAPPHIRE LAKE 3RD ADDITION GRADING & EROSION CONTROL PLAN FARMINGTON, MINNESOTA n iy2 5S6nN R-2 rl sn R-5 g I a I ! �©00000 oo❑aa❑ 0 _ 7 1171s Nth 3x 6s W,Ilk so 1 6 ! 4— _..Z _ 1� 4 t ,f�� 'Ct-�-?� I \I-- B F93� F30 �• LOCATIONM.AP F32 ELM STREETF33 ......) OUTLOT B F97 F34 - F99 100 F36F36 — - _ I F10 F37 7 N OAK –STREET 2'\ \\ 1 T Y 77 OUTLDT \ 1 \ f SHEET INDEX 1.1. COVER SHEET SPRUCE MEET '—'� ,•, •""�•...� ~'' L.-._ _ ....- ! 1.2. LEGEND SHEET ........................ 2.0. STORM SEWER CONSTRUCTION R_s^_ 3.1-3.3. GRADING PLAN 4.1. EROSION CONTROL PLAN ! f 5.1. SEEDING PLAN 6.1-6.5. GRADING DETAILS T1-T2. TREE PRESERVATION PLAN L1. LANDSCAPE PLAN 2422 ENTERPRISE DRIVE MENDOTA HEIGHTS,T1N 55120 R-2 STANDARDS: I-N10R1: 60'(62'USED) BRIAN N.MOI.INARO Loi ANFA: .,000 SF RFGISTFRFD PRDFFSSIONAI,CIVIL.ENGINEER FRONT—C` 20'(25'——IX RK) 4'1500 SIDE MISACK: .. REAR SETBACK: 6' REG.NO. MANHOFOR WT CO NUAM pIALLwST1RUGNRR. • TOP Di BANK BUEEFR:SD' cE(NIN.25T pFTFR I.HAWKINSGN 0D T60 QW LOA£6T fL00R—♦211 REGISTE=h0iFESSIONAL LAND SURVEYOR LOBEST OPENWG EOF.1R 42299 REG.NO. GRAPHIC BCALE IN FEET Know what's below. Assuum IX-1.NICN CBT-mBo Coll before you dig. DEVELOPER OP NUT OF'HYDRANT AT SE RANT WINKI.IR CORNER OF LOT 7,BLOCX 1 IN 2ND WMKLER LAND COMPANY.LLC. AppHION. 10519165TH STREET W ELEW887.42 PI*NEE naen�g LAKEV LLE.MOP N 55044 TNUT OF TOAT CORNER OF LOO5.BL 4 I S.E. 6.BLOCK N 2ND AOOITNSN, on none..,i.nn„.xm,�.,wumw. ELEWBOO.Bl nrnualirtzlnsxns.TmvaoaAO 22EnNrynae TTive (F5116BI-1911 I^�1�im m„eixq..�P•o�M N... vw. n0eommrv, oK:6K1.,Iex - h BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION in.,wN.N„IBnI,.mN.cvuo "" 'mwr COVER SHEET 10519165TNSTREETW L1 0 1.5 rc"&„om I.AKFVR I.F,MN 55041 611NDTON,MN Omm Mmvnyin�nM.P.A. � o C N w8 p EBaa ; o zW w ' o o seam a > zap d a Z i c� �n = w"o �Y-. 3 F 4', a �= 2=w wa�a da > J m 5o.m o'uouoo��rc`oa`o�`0.08SO«o wp 2aam p« oo<saa$asadH3o o »mmm �IomH . w aC F33 JF p L mmmmm�uu�[mil"ioGwwl'i'i�.Uu'uiQ�ax�9�999idaa¢+d'u'n'nnrcrc¢rc"�Gi u�i��F�s I �„ fir g5 �m�g I a W�p� O�y »Wal Q 3 i� Ba g >ss _ oW o _ n< d 9 € a� amm3 m 's 3 d w o rc u 1 rc s# W o a N € 0 ®em%D��": m 000., J B■.� *.e®.7■oo.10M ®o-•(.'j!0 n : A O �®\ w s A ■ AQ C A i}xs� � m 3 " s s6 tl6 �zW,m>j a 2—. o _ z mw �€ < a Jed W z ;oN m �= ���� "" oa3 ' � on� I� om < sq It HUM Z. ag � e�� a33sm � o�"s»»» a e d ��mmgwoow a -H.M a m = mom a n m 'F W III I I III W ! LL aF • _-�---®.•. �. �, � �, ! yet*+ z III III � i i III � ! Ii W I z. !%�cl1 raeo eA ° IH u li ' ° Illj !m � li ; i l ! ! iu , i`illl III '.II i III III ! i � zzr 3 E� F exnu erWca muemur.7lDu uDTPc+ '-\ / i F99 �, xvx,sovsmvE jv�iwrsl 1. PROVIDE R-3067V OR R-3067VB AT LOW POINTS. NEENAH CASTINGS OR APPROVED EOUAL ON ALL CATCH -_ BA9N 100 BASINS UNLESS 0111ERWi5E NOTE-. _ \ OUTLET;BE&0 2. PROVIDE 24'x36'SLAB OPENING FORR-305]V NEENAH HWL-189.80 WET VOL-102.137 AC-FT CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS - -\STat.V -I&550 ACIT ):� / OTHERWISE NOTED. exexs 2 O- _ uO,xm rw 3. FINAL STRUCTURE OFFSET TO BE VERIFIED BY 3 - �--- F101` �.: - IN CONTRACTOR AND INSPECTOR BASED ON MATERIAL \ +`,C / /^ - SUPPUED 70 PROJECT.FIELD STAKING SET ACCORDING TO BACK-OF-CURB. F37 °° sum,m¢P snnx+wc c �\ F102 '' ' / •^\ Ix'-'x • ,e'iNLi nivE 4. INLET CASTINGS SHALL BE SET 0.17'BELOW GUTTERUNE — \ • e GRADE � F103 5. SEE SHEET 3.4 FOR DRAINTILE DESIGN. ' / 6 7 ` \\ \N. F3B \ STMUCIRRE TABLE / .. L-- _J L__ J \- °'\�� •^'• F39 - D4 sAly mH.ER. vo�R ,. ro.w®m°a,.S�,s.�,,.°e STRUCTURESTRUCTURE NEENAH POND n dm OTI SRF NAME 1YPE SM CASTIOUNC�OR NOTES OCS=,00 1 \/ \ `1 Foo 100 OGS /8'DIA. SPEaA- SPRUC1 /^ T 2 REET F41 F F42 1 " / 5 F43 7 1 / ••, 0 25 50 100 _ GRAPFDC SCALE IN FEE! BAeu]On OUILOT BENCH MARKS OUTLET-111.0 C --/- • TOP NUT OF HYDRANT AT SE \\ WET VO VaACR ADDITION. -/ " / ADDITIONCORNER OF LOT 7,BLOCK 7 IN 2ND NET \ .�203]AC STOR.WL.D.790 AC-FT j-"/..:.. W. EUEV- 7.42 � Y TOP�b ER OFF HYDRANT AT S. COR OF LOT 4 4 I BLOCK 4 N 2ND ADDITION SPRUCE STREET ELEV-9Da91 ....................................................................................................................................................................................................................................................................................................................... ................................................................................................................................_..._......................................................................._....................................._._..._......__.......................... ....................................................................................................................................................................................................................................................................................................................... 905 ..... .: :: .... 900 n8 g 3 + 0 caallo 8 �r� �. I�N 8 ' : '_:: � NiIT�R U1R1�1BY µUnbN'.: .. am I 895 ...... ..... . — `. 890 _..........................._.._......................................... ........... ... ..............................................._.........................................................._..................... ................................................................................................................. .. .................3 .....,... .. ..... .....::..t................ ................ .......................:..................................... 885 ...................................................................................................... .ALL 0tT$......... ..... ... . .e........................................... ............................................................................................................. 885 ffiBBB.0':: ::BLaI(HEAO:AT:NIURE. GWSTORM MANHOLE::::::::::::::::::::::::::::::::::::::::::::::::::::::::::............................................ .........................................................._...............................WET�va.-iDz1a].AG•FO...... .... ..... ................................_..... SRAGYDR.TG.RELD............. ::'sTae.: "1SA50:Ac ................ . ..... :::::::::::::::::::::::::::::::::::::::::w11FT LOCA7IDN x:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 880...................................................................................................................... ... .. ..................................................ELEVATION:..................................................................................................... .......................:...;.:.................... .. :::::::::::::::::::::::::::..:......;............... ....::::::::::::::::::::::::::::::::::::::::::::::::...:::::...:.....;.........; 875 : :. /:..: 875 870 : 870 PIONEER Tr m�Y rx��,M• ,•cesi�6s1-ISH �w...�nv�a,x x..,.v.w�� x,,, hJw,� ,.°v.-o��nT�,�.,°� BJW DEVELOPMENT LC. Iu0519 65TH,STREETw SAPPHIRE LAKE 3RD ADDITION 2,p oF^ 15 �E qm STORM SEWER CONSTRUCTION CO.,, MN SANG P1RMINDTON,MN O&19PLm.�.FnYna.nLP.A. o ISM P mew �z � j o jm F Q p*'s�»��se gF 91EET 3.3 q \ y� Fr� \ -a \' w 91 a a" 03 - a Non - >� O �6 I �is � � a0 1 O } �•� � i G O a I 7, �8 �•�, � �s�z � � �( aG5 3 � �� �r t a P� { �� b - ✓ R-2 LOT MDMi 60(67 USED) S FRIXlTCANUSM SIU( SDE SETBAK, 6'�(� 50EJ j ) REAR SETBACK 6' NA%INUM LOT COVQtACE OF ALL STRUL AM 35% 2.-ND BUE'FEJO'R: AVFItAGE(MIN.25') O L 1HOP OFGEBANK BUFFER:60' LOMEST RCOR:HML+21t "r :}� ✓ 1 I ft LDNESL WQ1MO:EOF+trt n 91.5 t1 ASSUMED SEASONAL HIGH GMT=6680 EOF -Loma- . 51B 895.3 �{t 8930 893.1 ✓I 89.15 t - .� 'GTS -'.X99 �� LO=895.8 LO 893.5 LO-N36 I LO 894.° LDz BeBaeZ SEWO- 3€WQ (°839JzSE wu > .�31�- BB8�T�;_-..,.-`°U'3E T-gBB"e`L. -EOTT° "°_,_- '�'�-✓/�iyam,. y ` a ,mow.- -.-s--'-"_`- 4 I LF-892.3 LF 6 5 G LF-893.8 lF 884.0 (Q B32 / 4 '` � " � �.. 895. LF-895. LF.898.4 G{ B95.J G A 896.5 C 896.8 C; 897.0 0 10G BBl j 1 1 LF -;1. J> l ( �.�A IFS LF.ggB ' + ' _ - - '8°8.7 LS O eJ. ( 893.6 A .. 940 LO=8941 69 , 9s0 9A9T m. Fla _ H` �>C V''a 'I� - _ _ 894 .1� �� ., vw 96A w, \ m - ze: a6z°• �a3e ' !°sasai> SEWO_'� � .yam 9es Sze y LF 889 0 8941 bi t,2 95.0 r 13-.' •°'Prt ~� � g9)0 C m Tn-.. E.O.F1 y `ffia' '�y,•�`, gr m +fit w r- 4 U`=8942 I LF 8992 1 L°FBB>2 `:.._SENIR_I_SEINQ 8942 11F�7z t �� \�,3 1 �.B9A• "-SENO Bsaz ( -Bs a.z -L-o eea 2 t"'- 1"`SEWQ 1 LF e7 z c •zf' 9Ax 454 '`_- -- Baa a A. yg . B Vy r n .91.7 893 7 eJ(0-894 p FFit •-t \ �/ ` -- ,_,-_J ' gg� s i.T �w es�z8 4897.2 IF 0 1 92 LF�94.2 ( -_ --.I-._-6942'1 z LD=6942 L089 4rp B9].7.z 893.7 } ro J��J. I-{ -.__- -- _ , .------•..,//,/`,l t7J/ BDTTDM_Bss / 1` .( yI."/ �� -.-.,-rr.- .1�.��-.-.T. •-_: '..- NOTe o�,Fn aTE oK ^� � � � ��� > y � �� �4_ �•BA9N BOTTOM 1�.DF JJ rJJ.-. . . ` ✓err ;,.,�� � ,. i h D If � E sw�l',ii7 { OUTLOT B -M60a >� HWEETT_VOLOL-10213]AaU Pmulr NO MwWzo,8° 0(1 0e Rm `, ."•= >�9 �.\...•,✓) , 'A�T� - ^ BOOR MA VOL-1MACYT NOTE:°VER IXI..' BA9N BOTTOM 1.0' > F37 2 �---��°� rY F��� y„yy�rr✓ter ✓ �gb �o y6 _ a ---- _ w r t;l✓�'/,%I✓✓/ �'"w` /V 6 �a F38 +' cMARKG s°nre w esar 5 EI�k��/'.f��y/✓ -� /F \ 89�� WQ-�'lt s �Bp6� a�/ TOP NUT OF HYDRANT AT S.E. t li',✓j'�✓J' �' ,,r^'./'� BgsBA,% " gi 2 imNIT10N Lor 7.BL00(1 IN 2ND RENCH 4,1 902 IF-B94. 5. ??/ F39 J,/ ElEV.887.42 �y``lr✓l' /�r/ < 'C i1�"'�\ V6°��- k1- - E X90 �L \ • TOP NUT OF HTONANT AT S.E E CORNER OF LOT 5.BLOCK 4 IN TND PI1x(E Rmp.m ADDITION. _ E1EW900.9, r:�4m�ttr>m�..�....,nn,<r,,.,,•(6111.11914 nm m�mAN..�,P.o.:�'; N>m. hl�...� ,.w..�n�.�.:.,r. BJW DEVELOPMENT CO.,LLC. �N� .naAn ixnim,ai.x.Isnl..um ssl2D x:ax1-9axx , GRADING PLAN IDsw msTx sTRF.ETW SAPPHIRE LAKE 3RD ADDITION 3.2° IS N^f�^ IA%EV11.LE,MN s5Ut1 \RMINOTON,MIJ Omm V�xmenPnmry,P.+. ��.I ISI 1+AI:•�i�I 1-IAw. �n l��`.���", -I���Ir ♦__ n.� •• :_.' r'- _•� __ _:��•w A �"�����iw_ ��i��i is_���w��i������, wisvt � w s-re w .,�c"..•1...r rI tQw i I{ Nw c» w{'ip��.n � ^-, a�.C� Iwidl-��OI j j� /►�► taxi.'+.r.� s �A!i�•mis�d- 0,� „�1.� ` �a_iOIIINIi.1.�►• �t� •.�►.. S r � ► r.Cr�ri' I Y ilCOipiII�,I�IIi•��♦ ►t� !D ` 1`1�_�,I—� 'f�y��j��.A,,,Iey*OIC`,,►^. �i\� A���'I�C'i�' _ .� .O'' . '�����.���:.�:,=�►��� �� �. �,� riot .�� 1 SOME MAN— � ��..— .I /�/ �� �� � .?� •.:��lli II�siCIIIQ�I. PON WIZIM .. ,•.'•`+71.x'. �/ ,. � .•i;�� ` d • . IWOM GRADING PLAN BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION _ - e ,.y t STRAW BIO ROLLS "*+::,/ :r.:a:..:..-...p �.—. i °�. LEGEND — — — PREVIOUSLY INSTALLED s EXISTING CATCH BASIN INLET PROTECTION y O CATCH BASIN INLET PROTECTION 4 B •\ / - TO BE INSTALLED AFTER 1ST LIFT ^, �h F ts (C.-Q` t! ,-, s ___ _ tD \. Fzfi , OF BITUMINOUS. d T '1�`�"- `+ •..../ 6 t .T —^—�—�� � �� zs � \ /. i � CATCH BE INLET ON INSTALLED CATCH TO J 7kIN, BASIN GRATE. � r STRAW BIO ROLLS.INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST 1 J --) ._,.( 1 f F-+W- -fi z --- % •• i CA ROCK BERM.INSTALL WITHIN 7 DAYS OF 6ROCK CONSTRUCTION v3B �! V! ® GRADING COMPLETION OR BEFORE IST ENTRANCE / RAINFALL EVENT WHICHEVER IS FIRST / /l•f/` "� SUMPED RIP RAP PERMANENT ENERGY DISSIPATER.INSTALL WITHIN 24 HOURS 1� NCE NSTALLK 1;OBEFORE STARTNOFAGRADING ���''� ..� >'��i/r�fy / ° - • R\EDU D.•A�NTEROSION _O_N CONTR 0L!' PERIMETER EROSION CONTROL FENCE. �•+"? �,21✓� �,.�, - ,� , - '`�•��OiY '� r`r/C INSTALL BEFORE START OF GRADING 'j{"711) \ `+e''-.. —_-1 FST FS •! 1Y + SECONDARY EROSION CONTROL FENCE. ti]T 111I�1 `� OUTLOT B `.,,t ROCK BERM I y '�\ \� I'i + / \\111\•�Syf \ TO BE INSTALLED 48 HOURS AFTER 1�111 .�,.,r,m \� /^, ns •® >r- _ I"r -.( COMPLETION OF GRADING. it 1j BB ;• •�. / 7 Xj �'� r,l CAT 3 BLANKET FROM BACK OF CURB \ j, \ FSa ` TA•a j,r ! TO ROW TO BE INSTALLED AFTER 00 ' FST •'r.• •..�� `\l \ COMPLETION OF SIDEWALK CONSTRUCTION. y tom%-' 7 , \ �� ,��>✓ 'V7 f ® BASIN ACCESS 8%SLOPE MAX. ���/ROC CONSrT -R�U� tm , /J ."•. F 1 � »»>» TEMPORARY DRAINAGE DITCH ENTRANCE ra MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION STABILIZED EMERGENCY OVERFLOW WITH MNDOT CAT 6 EROSION CONTROL BLANKET. �' � ' .•' \ rJ' INSTALL WITHIN 7 DAYS OF GRADING COMPLETION X T 3 �~ i r/�. 2 l � rti T r '• ``� NDANT EROSION CON ,`— � 0 DO NOT DISTURB AREAS Fa3 yREDU s DO NOT DISTURB WETLAND �! UNTIL PERMIT IS RECEIVED. ff r v WETLAND r y NATURAL AREA SIGN , I j` / ;4, REDUNDANT EROSION CONTROL t f /� •� inNN� ' S �n Y 4 d CRAPTllC 6c.IN PEEP BENCH MARKS TOP NUT OF HYDRANT AT II ADDITION. DF LOT],BLOCJf 1 IN]HO AOD 89 ♦1 ELEVNUT.42 OF PM YEEREII�L�.mg TOP NUT OF OT 5.BT CK 4 I CORNER QF LOT 5.BLOCK 4 IN 2ND ADDmoN. q�- FLEV�BOO.BI (651).1-1914 pty�anirywvai�.eh•w.i.<IIYp �A� o-I,¢01F Tee EROSION CONTROL BRV DEVELOPMENT CO.,LLC. 1i<�,xF,i."x nu:wliassl:o "s"'°"" �x r ' mswl6srrlsrnc,;rw SAPPHIRE LAKE 3RD 4.I of 15 rcnF.com 1AKEV11.1.F,}.ti.S.SIIM PARMINOTON.hM Ovl9vvna+enyim`n,q.ra. §§M'829 a 8g s 2; - o o$ km �b i�F2iw�m ^n- U����y� 2���=���mg ag�9. wso �i a 3 2SS�c�mm�Gw � A��i=mrme6S�m'ou= cl _ �? NO o �� NK K KnK U i rl i - _'F*r- +. .. _ _._...Y.e. .t.�._ .._...... .v-—------- z s '7 t it E1 ink IIJ \ M ti 694 Mid ji VIA i I I q'. DR 1. N�SiNl Wtp(mN31RUClpll d1XMM£ (y Ey UW_ACImTY MpUMIpIIS g 1 SIXP roPSCL SronPYE AM STAWM W®UI ipl NTME A A nC TDMBWAY SEdLENT BARN,BARN ro E 1800 ff/AtlE 6 MF 9TIRPED,pFAN TOIP BA4! 1.THE WXTXACIDII e1N1 NPIF]m1I nR61Po10110N pH/.WNq 1£DETATK mfFFA SMP4 HAREA,,iML R,M FINISHED GROUND ELEVATION w m0 SOE TUL DRIAI0.AM OTEA CmSTNCT(I PRACT®TUT SIINAII EPOfON.ME LmATm O IAEA9 M.ro E PER PLAN 4 TORS MLLME WMIm�PER O ATOS Tm(EG XHN FNq lfAKE;!mS YT FFX6,ETn)d IXF OEM1roudT VARIES 1 D' WREmMT SFOYEMT BAAL. !1E BEFORE NOIK EAlS 50 15' VARIESVARIES VARIES ).COQ SM AAOIND PER PI.VL PAD FlNISH GRADE MA LEAD iDRAi TO TAN A MNYUM E 4•EPM 2 TSRDRMY YTIBNiAl1RJ WSf BE NMIED YYFIN.mN.W EEWA ANY CpI31WIDlln1 ILTNIY XAS F nA�T�DENM)IUDF_➢%STYE YFH�IIBASW TM.W`Ei PHASE EONS ®AIEN4Y DR TEYPDRARLr OA9ED m ANY Ppmm IF ME!lE AND WLL NOT RFSUIE FOR A PER. OxGARAGE ELEVATION PER PLANE FRAE MS1PD N fPoSION PREVFNiNN PRACTICER DR 1N CNFfOM NYS SrABILO'ATm WA BE muNnm XD UlER MM]iPiA IN. L ONFTMAT NY3 AF1EN ME Cm81MICTm ACTNtt NM TBPDRNEY DR PERYANFNRY 4•/Sp, ffi 1 AU OPmm-NFAB W -FEET DR A SURFAE DRIER DR MT STMLYATFA mXWYM¢SYSTEM o_ TOPSOIL _ PREN]1Td MMAGOR dNl E A POT5011 TIIA]ED,MIDYLEDEAaz AMO m 4 DDMMOTED ro A lMFA¢IIATR MUST BE STANIgD Y1MN T DAK WESE MEAS NXUDE POND 1. M STTY WATFA MP M OF Omlm PR Y.AM SDYEXT CWRt1 OMPo W W YTL DVET SUE DRBWD SOL ARIM WM A PUMMME SUPE ro A CAIN AND mTifR SYSTSK STMM SEVER WE B�PLEYL wATIBI CF TIE SMX4 AND ME WMAl1ATm,NSPELmm AND MNNT]1MfE OF WE TI]I.DR OT ER IY M WAY nSOXARSS V A SNAG MATA o - AM SEDIMENT GOIM0.BNPS BEFCE NA nMNO m1ETWGIIRI BUBGRADE GRACING GRADE i •a',I A WE NORMAL NETTD FERYEIFA RE ANY DRAINAGE pIIH oust BE STABEDED N.2m UNNAL FEET FROM LOWEST OPENING 1P 1 CmTUCIDR ro ADIEIE ro NL REmRF1Rf15 O TE _TA P0.WTm mNW0.MENCY WE PROP EDGE DR FROM ME PENT 6 pSMARE m ANY S RIA RATA(WTFN M HMN OF a �HTID.TSE_Tl°°1OpPER°WE TNmI MT~°M ME RE A,n°TMBEO BY fMADNO AT ANY GUMR G m A SURFACE EA1FA} lE1PORMY CEAWIG OIIDPIa A COLPLETON E CAMNG ��BY WE PFWTT AFTA L PPE TPiSTWSfO A-FACE HB` WTI TEIPDRARY OR PSRME T BEADY nSSPA N■TW 2A H0119 6 EGRESS PIT BASEMENT FLUOR SEE TYPICAL A A CDRY OF WEE PLANS WST BE m WE JOB!E ME]ET£P COMSTMIC1XfX IS n PROtlBffi ACE WAlpt SMEET SECTION S SVS PFNI ro mcBm MD SDRIENT DOIT0.0L PRALTC6 DSIXm N TE YPG NOIECTBJG WA1FA ° RAMBLER CWlltt N uMAN NEA°ML ME MIRE90TA COWIMIOMri SE EPoBpJ MD SDYEM m11M0. AIW SnYdT PLMNNO NNABDOIt. °AAA REGIME SEpYdT�WI11M 1°NPRACNTI�O�LYERAS AWRDRMAm FDR 9m mNmWNS ALL 00331 AND-NT�FACUMP BDIIN WADE TYPICAL SECTION NOT TO SCALE IIWTIADE M TQ!NRf E RSTNIID,NC TE SNP WSf E 4 ro OBTMBANCf ACTMIES SOME fR0lO!MITRe lIdAAS°19}C IX DA�YSI °PFNA1pP1X1NOIIMYN°�T OPIDE K TIM SUSPfl SIP®° NYAY BE�BRSEH�MQ°I]TH AT RUDE ROIX...-mlPg 9lN NpOMIOMSTRICRAYdBE R°i�COP AS M Po1 RIX°TNIN N dfB° p!NEA THEY SINL E VAN_UMW_ M°IAEA N4RO1f0 AN./.A. TE°Poem__N.W. NM PA99m. _ _BE__ ___ _ >.MEp,"SHIN m WE NAM ARE WE MNWY REWmENR FOP WE ANTOPAIFD!m STOIC ADTNl6 BFpN Y �Tm�9�ASmMTRUCipN PRODRE95d AM IXEOPFCtEO DR SEA>a1K LRWTIm9 pCTAIE MC 1 HTE TMW K WDMNi CmTTIIL PRACT03 DRY E AnNSiED ro AcmMJmnm SNDRT TEPP NiE4 s0' n g mH BYV9'AYL BF NFD3APY ro ENlME EPoSOI MD WET PAD CmsTN-IT W WE REAmbAUTY DR M °EVER,TEE PRAWDS MUST E NSTNIID BEFORE WE NEM PECPNATm EVDIT EIFN PTE PERMTTFE m ADDRES'S ANY Nd mM11ND11B THAT DRY BE OFATED BY COMSTUCIMN ADMTES ALTNtt O MT COPI£lE /OR 1. ¢YATG EVENTS NM ro PPoNE A°pnmAL BMP%-AM ABOVE tE YNTAW PPoTST ALL SroRY DRAM RLMS Bx MPRIXIRAIE BYP'S WMM CmSTYCTm OM7L REOMB]p1T5 91OMI m ME N/J19 TUT YAY BE XEFOT ro PPoME FF]EL'T1E PROECIIIXJ E A -VARIES- ___R_ 1D' 25' 25' 15'�VARIES VARIES VARIES ®MTI PpRIDLq FDR nSCXMBXO m WE NET HAVE BEEN srAElan. 4 ALL-I I Pm R MDYAL-BE PPoIECiED.m NOT OPF1RAlF EmI WT-IM WE 1 TOEIP W Sro MW WA HAVE AT FEN¢AR NU WE PEAEIEA 0F WE BASE M TE ST O,R E AAO F NISH CRADE GA AGE ELEVATION PER PLAN FINISH GRADE DNP LMi POUT SOES M WMN TEE PPOlELT011 fFME ALFAS RAASD N llRf/JZ wTAi W01.AIWG STAY NATER CmAEYAMER BEN AS mR8 NN mTRR GRADING GRADE 91sFSIA DR Cpp°IS DR nTSES 0.'AIIERE.WPoHPDRFO>9BE PRESERVE WE ENSmO TEES mA4 AND 011EP VE¢TATVE mVET ro IELP �9� TOPSOIL 4 DF USWRBE -IDRµro A pY1011(ILGTm N4»�OA91Omm B 9 FAn9p1 m11DRT10.N/N. LO'AEST OPENING OPFAAE MAIX MIPIENT((pmp1EP)UP MO mYYI E`PO4FD 806 BLPER OM FLAIL PAA,IFANNR CWm1p PERPBOEIAM ro ME°LOPE m NOT BAIX-HIDE.LEAVE A 911FACE Poum m G DEwATXYn Mn Ma•F •mus GRADING GRADE 1 MMMUE ERn9Ol 2.0! SUBGRADE 1.DEWA1BQ10 DR MY TIPS O SURFACE DRAIXAE Twr MAY HAV£TllE DR SEDIMENT IADEII GL491ARE MIN. ¢ =, 11.TYDRMx ALL�BE D:IpN QAC gOA mmY !3SlS. Otl19°IIM M. EATER WSI BE DISm m M MM A S BN MD M E m ME dOECT BT:AO l P0990E o a FO i.i P TIE EATER CNNOT E DNYNMGFO ro A BAA!PPoDR ro ENTANG M SNAG MAZER,IT WSf E OWEST FLOOR PER PLAN 5' OYID EWN AIO p!f.ANn101E0 __w M PBAIE BP5 Blpl TUTS pS M ODES NOi MMASLY N}ECr TIE Y APPRDEB EmIL31MS�NlEO TO MI-Wt COEAI¢OF ME 9XEACE NEA STT%JI LNWYIEAN ME mNIMCi011 M- IN- STE TUT pBWAPE POTIB BASEMENT FLOOR pSTMBEA IDE01A1¢Y PPoECTFD EROI ER090H AND 9CmS WE 06bIARE MUST E�p.ER M_ SEE TYPICAL TME 1 FERiLDER.10-10-90 B Ym IE PFA AOE ROGN RP PM.9ND BAGS RA°TC HE£IWG,d OMA ApPPTm ESEIpY p9lPATm IWlIE1SMEET SECTION FINISHED GROUND ELEVATO TAf RE4TORATm 9XALL E DOZE N A0.VPoAN0 MW MnoT]S]S!SBM DON931YIG E'YATAPo WST E mmMOD N A MANTRA TUT DRS MT CNIE MMIJI[E PER PLAN LOOKOUT to a: AM1TT 1 OVIMMN!E°AOIm,d NNOATm OF WRAMS nWAID-RCAAT ADVERSE SPACT ro WE N:IIAM. • YX SFID Yp -.'.'Dg YIRI AT ro PpM19 PFA IdE TYPICAL SECTION NOT TO SCALE YUOI ANL E MN MI A 3 O 2 TNS Pd ACE DR CYA E F E!pW IJLmOED D. Y IISM2 NPLAX DR APPRONm Fm14 INALIID ro YXYw sDR ernERI¢E M[ARFAO NE WTI pSC A11nIDR. 1.ME CmiRACTDR WSf IPPONT BNEmE ro HOURS TE CC�CTIOII!m M EVERY EVEN DAYS�M TVP£3 PFNWIXQDI.L-6-10 .4 O>b 189 PEP AWE24 IN U NWA NSPFCIgNB MUTWIM E REU_D 'AMRJG AIA RETANm Pf11 YP.GA NUDES d il.gSAPESL AT a1 DR BTEFPFR AMITM WIDE NNGIED m TIE PING BALL E®AM wN:M REgARBE1TR IIIOm LOCAL,NM M MAY ETIME A MORE M NT IMTAVN OF NAFCTpI.) p( CmTNY BLANKET TYPE 1 INSTAIJID DR YAY E I RF9FOm WTI TABOEA I_ 50' U'iw 2 ALL NONINOW AL BMPS WM E REPNED.REML£D DR 11PPIEYd13 MTI MMIImK BYPS BY M PAD ; MESmNMMTDIt 91ALL RdOYE I11 SES MD SAETLT MAO®mro --AND IAO PANSXNFM AMY AFIFA SIAWAYfA4 Apl A4 NSD fOISTpCi,WOX AttE95 iq IESS IS SPFm1ED. (S£ IN PERMIT NES} q� 11 P BI•RRIF Ou1Y FLOES A ML9ANCE WE CmTRACT R SXALL M0.Y WATER PHOT A TMX!1PoIX TO VARIES 10' 25' 25' 15' VARIESVARIES VARIES to LN XAOEAK��ERPLE7 ff dAWC DRDIMUUW.AM. �lN6 Tg 91E S- e MUST BE u�HAmalar �M.. FINISH GRADE CA AGE ELEVATION PER PLAN NISH GRADE A� MADWAYSJ I.!pA XA41E Wsr E nlD1°OF PFA YF.nA EWNpRIR GRADING GRADE qq ALL TBPDRMY dveW NO S]WEl1!mITR0.E,L911i4 WNL== PPDRBIY Ot81.'L9m K WTW IAmp15 MAANN!MUST BE 910ED ANO nSPfMD 6 PFA ILP.GA REpAATmi ry g TOPSOIL 11 IDD)N NNAL SITE STABS M S ACMEWD DR AAF=ME TEYPORMY YFAARER 1 ENiFMI�T�NrA�O pXWTMICTm YEHpFS YIMf E WIED ro A OEFWEO MFA 6 M 91E PUN05 LOWES�100R/. AE NO LmGIX N m. AM WI4TE PROPERr pAOSn ff.M ETRNE OEOEASIc E AIL04n m S)E LONESENINPER in I^ SUBGRADE . RFOIR®MFRS TEE PPMTC6 NCMYEHOWudr TUP]M AM pXSIME:1101 �' p AEAS uAIG PRACTICES ro PIEIIT CEM PIGRACING AIED MM aIXA.PSM LIVET M BT. y W W MADE saL uglT 1MYf�EmP1ENr m WN°IS1Cr NEAA ro fNN aIAE. TiE MEAS IEWNxa IDS9E 9 ] i ALL PLArmTr ADR IW1nun°xI]LWATIm aAAa M'I ASEMEN COR I SMEET SSECTION T P, T .:....:.........._,:..= - WALKOUT PIECT�S TLXItuI RI: q3' FlNISHED GRWND ELEVATON BI A A O.5 °n PER PLAN TYPICAL SECTION NOT TO SCALE o.s116 LOT BENCHING DETAIL 3 A RN NO SCALE KEY IN TOP.807TOM, 3 NISH GRADE O k SIDES OF BLANKET Ir A 6•MIN. AWL PER PLAN 1'�'{ �T• GRADING GRADE 2 - 0' EMERGENCY OVERFLOWElEV�08A'D j HOLD DOWN TOPSOIL YY STABILIZED EMERGENCY OVERFLOW DETAIL AWL ELEV-888.0 _';�f.::' SECTION B-B ::::::::::: ::: ;, .'`�'.;f'y}'J;A``"'i 1P1 ELEV�BB].0 BASIN NON-SELECTi }� SUBCRADE "\ ,••••• SELECT BACKFILL '/'.�.i'!^}L' +. .ELEVATION 1 1 „ N-COMPACMO MATERIALS H.ACKkTLl.NAI[f{IA'.' i _.�.n�I E%ISTNC GROUN / / IS ° ZI SBA.O ' �::: i \ \F ^ SELECT BACKFlLL .,�E,0.1` 10' ,F" 1MATERIAL EDGEOFBENCH ::::::::::: O{,Pk BOTTOMOFNON-SELECT COMPACTED 4•r}A UNSUITABLE MATERIAL• OTTOMELEVATION •,•,, '/L C� \ BACKFlLL MATERIAL PER PLAN jk` \ `UNDISTURBED SOL PLACE MODOT CATEGORY 6 ,`\ EROSION CONTROL BIANKET FROM POND BENCH TO POND BENCH. IS IRS.SOL 10' MN. BUBGRADE CORRECTION STABILIZED EMERGENCY OVERFLOW DETAIL STORM BASIN 100 SECTION TYPICAL SECTON NOT TO SCALE SECTION A-A (TPICAL SECTION NOT TO SCALE) PI*NEERmw zr:..mX�rm.�..�.,�..a><,.,.a.,,•IF 11661-Isla Ilaw ;xmN°��.mN... P.mM' N.T - .(a..� .aP.vaoam�.«, -osxlFr DTSOP.O BJW DEVELOPMENT CO.,LLC. T1rnUw HcI6nN.MN sslzn °"^ "" GRADING DETAILS SAPPHIRE LAKE 3RD ADDITION r,w P;PR]PYRs<o:P IDSIs 16sTH STREErw 6.1 of ]5 IAKPVDIE,M1OY S.NMx \RMTNOTON.MN FINISHED GROUND ELEVAT. �e PER PUN n g ; w � rc m o �NRIES�tO' SBO GARAGE ELEVATON PER PUN 10 NISH GRADE ELEVATION PER PIAN ---___—SE GARAGE ELE �-_ S..-A.E SE BASEMENT GGRADING GRADE LOWESTG L `-FH BASEMENT FLDDRSEE XCAL STiEET SECT. SPLIT ENTRY / FULL BASMENT (TYPICAL SECTION NOT TO SCALE) Sp. PAD VARIES 10' 25' 25' GARAGE ELEVATON PER PUN 10' 15' 14' ls' FINISH GRADE INISH GRADE GRADING GRADE 20X 2.OR BASEMENT FLOORN MIN. .•... `gyp' LOWEST FLOOR/ WEo TDPSgL LOST OPENING SUBGRADE GRADING GRADE FINISHED GRWND ELEVATON N I STYPICAL PER PUN STREE FET SECT. SPLIT ENTRY WALKOUT (TYPICAL SECTON NOT TO SCALE) PION" nuTn¢TAivc 1551)fi81-IM91C nnM.miN uwa,.Nw. novwy xm tm mnrH, naxrrr-onuxno BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADD17iON MrnMva HcipMa,MN 551:0 6.2 pF 15 GRADING DETAILS 10519165TH STREEIW I.AKFVRI F,MN.5.4W P:\RMDJGTON.MN ©m�s»maF.oiwmny,va. ...................__...... .. _ .......................... - -- -- -- j /- r i 2 ,wa ,r n<rn, u o roF T,a m g,oco om o,gn.o=k s �I I ➢ � I _— _ -- -J';. + ...2,v., r:ARFJ.NC yEC-10 r...OJ,.N,,NTa� _ i .+-,,) LCE-^*l➢9' '.'F :1. " E'7 C.C.I.4J'.h+C�uD.4 CM f J BEEHIVE CAVUNG ANE Fi ' .FARMINGTON c .Ne ce aRe,-otn; IFARMINGTON _ r 'IiFARMi 11 'aBLI r.^ n u�..:e,N Fxl n = � ,3,aal ISI r Eno.,.51 ,. J� FA 2y 15 CN P11NN SGIA � — =AF t1 r'I('N, MII,N(.� r -,af viN...ON UINW"cI �� °-�I �- i� 1T 2v IN-TCrN /I1NESOIA� gPAI ........... 1 1 T_NFOtA SEDIA N A I'7N_PA r u'.r. 1 PI:--•- + Ee:.�gr .j.__. - } F �` i yy m.- i ''i ye90 totk J k. j-cmna<.c.o•or c.eai ` t- 9 �if SLS SFaw x9,v 9rR_c2C-oa < ro 0 I r r T w. �. ➢➢ - _ N,AY_y'V, EU'I'k 4 _UIM J A IJ 43A_N r r s x o._ c./ W -I T M1./ . .T!FT NI'll 11 SIAM)RII L_ A:.. �I _ �I----- S 4l AIL-- .......... ...... SnnNDA lih,rNia H1,N BASIN --a� _. SIF N DARK TAH--- - max-:e't ..._ --A,r ANJZAri DGTA FARMI`DON:�i r"'aee,av ar,,x rA ,N eA-.ti , �,7 RNIE a =Bor oN eenes !2w1-1( neo�aeNr ceurv,lna�o .: — i�,aNMNGTON,WMINN[,; ;q (tkC19t�II �rAI�C1INGTON, MIV'J:.:S^iA I(EFo-t.`� fAG,.11Nv:GV. N':INN�St?I,. R�1-ARVIN,.ON MINNESCIA '��sol nw ------ PI*NEER tmvm«'�n;r< ,..a2.w....,,.(F atssa-aaw :Kw;„mw:,,,.mm.,.� �a x.a h ,re..oawc.m:.w,• sF.Fr m,uc.o BIW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION 2422 xaana,nary ssazo "i6"'- " CITY DETAILS aosa9 tssrx srRFFrw 6.3 of 15 ww.Fianeerengcom IAKEVRI.E.MN S.Hxa FARhRNOTON.MN Oviv Mnn�Fna,n<xq,p A. ..... — ...._.... VAPoES VARI6 it P ... ._ ____- -- — " e .' Ir „ra s rz) 1 x no k ,M"M J 9,. r ,v W acwu s va °fN c , II I' II me c..eet re r e..er,t. Aa B D n t n- ata.. o. a,,Jea s. "'°• ^Vu t e_b ur.r e,ae e.._:. .eo cure l C.7 eox aes .e a e .,nn. li mn.,:n I'l o�P a o <e o II 5 ) 0 e.rc tl un co Y ... O.E q,, u.r k cue rn pero,eo o, a rf n o 10 r ry I l,rll, ...... .. _ I, sA it "i a � --i SM.AkNc CLA SU+EhEi rNR A1)E :;FARMINGTON IFARMINGTON . e `" - ! _ FARMI GTON r t 1 n N WI N s. e'a t _ IFARMINGTON ''� - "W'] I.. e FA 'JCS N MII NF-ten ,z 1 - Isn-u,�, — I.' F„ 'JIti.aTtJ' 11 1.A;.bG , .n„ f of M TvN M NNi4 -� _I,I .�FAh'MIN'"`ON, ��N°J sC. It TR 2.A1 I ��:� •/, I w�\� \ ��� i '� ' ,j 11 I I ; I,,' s �. 4 JT bI I ,'l V 1I ni' 1� - F �I yr ,r r.4^I I) Prr.r-Ll 9 F0 1101 1 �—E --_ > 7 Z fi I .. 141471j r�L QFTAI,5 o zl S(1NCA.R A TAI ^� ttfl N 1; .�� H ANkAr;�h?a1 ( CITY R t rt 4.C11 lATI N A l G 4pf CO PF ON � :i JC`L E tR SGM1 ue I SH W AA Hll 1E3 N. FARMI� .. , FA�GTON _ I GTON C A ) 'gio._I r ' E N-,6 ---'�' �GENS-°i �_— ICrAR.a11P ;10N b1N'V�SO _� ie 'Al2MN ON MINNESOTA I� F�K:v11NG'TO'J, MINN ��TA a .... L—�- PIONEER �zm„pd.aa;ra.,,..,,.a„e.,,,a.."•tF»m1.19p BIW DEVELOPMENTCO.,LLC. - . inrnepe eelanr,.raN Sslao °"rc„'-`""" CITY DETAILS 10519165TH STREETW SAPPHIRE LAKE 3RD ADDITION F.q of 15 6.eom IAKFVit.I.E,MN S.N4A MiNGfON,MN QUILET ............... t-mz Immisom -ie` ITC 11 11C, 41 '1 ........... .......... ................................... RD SFAW ...... 77�' lo"D Irlif:ll 73T11-�FKR 5-lKAFll 57zL;C"aE IFF 1- LA", 4 R ............ I ;N i --------------- --------------------........... -�IITIN M;NMLSOTA s 3o 17 A I N G 1 G N, Nr-,CITA FARMII x- P1*NEER,wm.g 2422 BJW DEVELOPMENT CO.,LLC. aADDMON .... . CITY DETATLS lo5191-- 6.5 15 SAPPHIRE LAKE 3R -1 ti 1 a L. j �° r"R" _ r } v t �Z �K ���� �� —� �,• ����y{ I 'SBY- r .� 413 F )y I t j g� : :��i .t>��•'c"{y' `'�F�',vAs��f � I �1`_���' ��^— _ 41 - �� .I. I aGa-Y ess°%�I�r �� "� \�: ,I`" A % y 114' {' f\ _ ' sr ii "k �✓r ^ S� i 1 �' S $2 (_� � 1 \ � —'^ �r, 'Dunt ��z-et�" ,� � ,,,, � ,•' �- 4 4 111 q,l rd'"� C1 � �^' �wwvv�o�. W4a L� I 4D4e TREE PROTECTION DETAIL t 404 sr� 3338 x. °. )I �3 � f } ) pS�WT ma•'V�Nn y t TREE/SILT FENCE") •�Wr!? I� ;,u4 <,,. .r'�_.�i} I,� 1 .moo F X 3156-TREE TO BE SAVED [X=3155 -TREE TO BE REMOVED Tree Inventory o I; =0 156 -TREE LOCATED OFF SITE Total significant caliper Inches located on site=2,571" y SEE SHEET T2 FOR DETAILED TREE INVENTORY Total significant caliper Inches to he saved=1,831" Total significant caliper inches to be removed=760' -- 0 50 100 20D Tree Mitigation NOTE:TREES 10 BE SAM SNALL RE LENGE.OFF STI Allowed to remove 30%of total caliper inches onsite=771° BRIGHT UtANCE PWYEIHYLENE SAFETY NETTING AND STEEL CRAPa1C SCALE IN PS6f STAKES AT THE DRIP NST OR AS DIRECTED BY THE OA 1. Tree species LO he fe1TOVed=760" REP.,TO INSURE AGAINST OAIU BY VEHICLES,CSOU DUE T OF SUIS ANO/ON THE CHEMICAL ALIFRATON OF SOILS WE PI�NEERefgirlaerirf� -TREE CALCULATIONS EXCLUDE DEAD/HAZARDOUS TREES TO CONCRETE VIASWNY TOXIC MATERIA PAINTS AND UEANNAGE OR SPILLAGE l6.ulsU roe. n m•wu^,ww.,.x �, •••• WINKLER LAND COMPANY,LLC. 1-' xP•T,•P M<�a�„H<1k61...+N ssl,n Fn 681g_ as„m;L ''�' s— TREE PRESERVATION IopK 65nsTnRF-rw SAPPHIRE LAKE TI of 2 .,MNa50aFARMMGWN.MN Ta a Sin 06 [emmon Name Selemifk Name Notes 5t41w T k SI.DBN Common Name Sdemlfic Name Notes Slants 4026 12,12 Willow W. Sales. Remove A091 19 Cottonwood populus dehoMet Save 4027 is Cottonwood popufus deRo/des Save 4092 IB Cottonwood Popol.deft./des Save 4028 13 Willow W. Shcx sp. Remow 4093 17 Cottonwood Papule dehoides Save 4029 12 W4low sp. Sella,so. Remove 4094 13 Siberia Elm Ulmre P—H. Save 4030 8 Red Maple Aar rubmm Remove 4095 19,19,18,14 Cottonwood Papulas delmldes Save 4031 30 SugarMaple Acer sa¢haum Off-Site Q96 16 Cottommod papulas deho/des Remove 4032 20,18,15 Boa Elder Acernegundo Remove 4097 18 Cottonwood Populus deltodes mMordamageatbase Save 4033 8 Swamp Whke Oak O—bi.lor Remove 4098 18 Cottonwood Populm deho/des Save 4034 II Seams White Oak Due—t bad., Remove 4099 14 SBrenan Elm Ulmos pooh. save 4035 17 Basswood Tithe omedcam Remove 4100 12 Sibedan Elm Ulmuspam/b Save 4036 9 5 ar Mak Aar.,ch— OF Site 4101 12 Siberian Elm Ulmus PWmla Save 4037 15,12 Box Elder Aaragimdo Remove 4102 IS Cottonwood Populus delroides decay at base Save 4038 12 Be.Elder A—gx,,db Remove 4103 22,19,15 Cottonwood Popokz deholdes Save 4039 14 Slberlan Elm Ukmaspwrrdo save 4104 12 Cottonwood Pqwhn dehnldes Save 4040 14 Box Elder Aar negtxxJo save 4105 is Cottonwood papule dehohles Save 4043 15 Box Elder Aar negundo Save 4106 15 Cottonwood Popuke deholdes save 4042 16 sox Elder Aar nexad. save 4107 18 Cottonwood Popuke deltoid's Save 4043 17 Box Elder Aar oegando Save 4108 18 Cottonwood he deholdes save 4044 20 Cottonwood Papuhe o@ho/des Save 4109 17 Cottonwood Popule dehoWks Save 4045 1 16 iSiberian Elm UMratp-11. save 4110 17,16 Cottonwood poyuhe*how, Save 4046 36 Cottomwod ftp,1.dlekoidles Save 4111 18 Cmtonwood Pqpuhtl deholdes 5- 4047 18,16 Green Ash praxmus pemrsyvonim Save 4112 18 Cottonwood Pcpuks dekoides Save 4048 15 Box Elder Aar neguodo Save 4113 19,1816 Cottonwood Popuke deholdes S- 4049 IG Cottonwood PWulw dekohees save 4114 16,14 Cotton Wood Popsuh,dekoldes Save 4050 21 Cottomvood Populos dekoides Save 4115 15 Cottonwood Poauhe deholdes Save 4051 16 Cottonwood Papuha dehokdes Save 4116 20 Cottonwood Populus dehddes Ave 4052 28 Cotw—od Papulas dehows Save 4117 18 Cottonwood Popuha deholdes Save 4053 16,12 Cottonwood Podolia,dft lets Save 1 4118 19 Cottomaood Papuke deholdes Save 4054 16 C..—Od Pcpulm deholdes Save 4119 12 Cottonwood Papuke dehnldes Save 4055 17 Cmtomst d Popuha deltoid's Save 4120 18 Cottonwood Papula dek d,, save 4056 1 32 Cottomwod Popalus dekoldes Be-- 4121 26 Cottonwood Papuke&k kks Save 4057 1 24,2019 Cottonwootl Ppuh.dehokles Remove 4122 9 Red Ma Aarmbmm save 4058 17 Cottonwood Popks defe ides Remove 4123 19 Cottonwood Pcpuhe deRoldes Save 4059 22 Cottorwwod Popuka deltoides Remove 4124 12 Cottonwood Populus deltoldes Save 4060 22 Cottonwood Popl.*fmkirs Save 4125 14 Cottonwood Popubs deholdes Save 4061 16 Cottonwood Popahe deholdes Save 4126 17 Cottonwood Popuha dehokles Save 4062 22,20 Cottonwood popuke dehnldes Save 4127 17 Cottonwood Popuhe deholdes save 1063 17 Cottonwood P4puke detmides I Save 1 4128 12 Slberen Elm Uhme pamNs Save 4064 38 Cottonwood pc9uhe deltohees Remove 4129 14 Siberian Elm Uhme pumila Save 4065 18,16 Cottomvood Popuks dehohks Save 4130 14 Box Elder Aar.,;uado Save 4066 12,12 Willow sp. Sol&sp. Remove 4131 13 SiberlanEhn Ulmus wnlhe Save 4067 18 Cottommod Px%xda dehoides Save 4132 12 Slberlan Elm Ulmus pumila Save 4068 28,16 Cmtonwood Populus deholdes save 4133 16 Siberian Elm Ulnas Pam4o Save 4869 20 Cottonwood Papulas deholdes save 4134 12 Box Elder Aareda 50%topdama Save 4070 17 Cottonwood Patin.rkhohles Remove 4135 17 Cottonwood P lus del[owes Save 4071 IB Cottonwood popohe dettokles Remove 4136 16 Cottonwood Pepuhs dehoklas Save 4072 20,18,16,12 Cottonwood popuke Mr ides Remove 4137 16 Cottonwood Papulas dehokks Save 4073 16 Cottonwood Popuks dehokles Save 4138 16 Cottonwood P dehaI s Save 4074 14 Cottonwood P las dehoides Save 4139 12 Cottomvuod Popuka deRokles Save 4075 18 Cottonwood Popohs dekddes Save 4140 14 Cottonwood Papulas dekoldes Save 4076 17 Cottonwood Papuka dekoldes Remow 4141 16 Cottomemod P ka deho/des Save 4077 12 Cottonwood Popuka deholdes Save 4142 15 Cottonwood papula dehokks Save 4078 18,17 Cottonwood Papuke delto/des Remove 4143 17 Cotronwood Papule dehokies Save 4079 18 Cot--od papules deho/des Save 4144 20 Cottonwood Pooake dehoides Save U4M �'�7 18 Cottonwood Papuke dekokles Ave 4145 17 Cottomwod Papula dekodes Save 17 Catonwooe las dehoWs save 4146 18 Cottonwood Palatka,deholdes Ave 12 Cottonwood Poph.delm des Remove 4147 17 Cottonwood Papule dekokks Save19,15 Cottonood POWs dehokAes Remove 4148 10 BlackCheng Prvnus serums Save 16,12 Cottnwood popuhe dekldes Remove 4149 9 Black Cherry P—serotlno Save ,20,17 Cottonwood P Ito deholdes Remove 4150 12 sihadan Elm Uks- NS Remove 16 Cottonwood Popuha dehokles Save 4151 7 Swa Whke Oak rat bmbr Remove 17 Cottomvod Papuls elehohees Save 4152 7 Sava Whke Oak 18 Cottomwod popuhadlehoder Save 4153 8 SwampWhite Oak que—bloolor Remove 17 Cottomvood Popuks deholdes Save 1154 9 Black Cherry Prra�ursnamw4,16 Cottonwood Powf.dehok:les Save PI*NEER,*m,% z9zl EntnadrclMeeMVW�,.o�.,wr, �rosneel'-M9u' ,",wun,e�.. M WINKLER LAND COMPANY,LLC. 10.�LL xrrr,ar m��mn,x�itna.Mry sal.. Foot:48�-9488 �,�,,,,>„'a";;,,,,:,,a,;,,,, x TREE PRESERVATION w�sK i mFSTRePrw SAPPHIRE LAKE T2 or 2 www.pimeemna.mm .kxal ssa« mrrvc7Drv,Mry I m I - a '3If„� �f ��`yt� r'� ` All` AlI�� T;G 'q4 M, ,r�.. ,.r;,rN- �/�1.��' �� BOTTd lijj�f A-B66 ` / • IL Ul\' �'�1l ./ (J�. I/W TD � II I(. 1, � ����.,�F ��;,.r��� � 1� (�� t. s ,� I 1 '!(I((fl h (I'�)I!I!}I�'I I ���..-- �� `��•�� L ,..l � �,���� I( ll 1 �l q1 I t L'i T 4;-'7 I r�E ��="I i�_��'� y � Y �� ���-- . I f �t I I—I_�f I(f�l��!yyr�✓%;✓ � � ->�' �_ — _ - '". � f� �;� ,- a Z,fy w \,�1 — 1 - i 41 L i 1 11Ir B0 eeDD } i eoTroN >T t, � 1 _. LANDSCAPE NOTE :'A;'S" �, 'I "�` �' '��, -� ." ' D��^°"'"" mm�,.�..,_,..A mmm�.m-..�.,.�m•m,a,m-..-mm PLANTING SCHEDULE 3RD ADDITION LANDSCAPE REQUIRMENT DECIDUOUS TREE PUNTING DETAIL ;R -m••Lm--�•x- -•--••�--we,•..—m,•.,-- KEYI ROOT QUANTITY _ .,„®,,,,,,,•,�„m,-„,.-.,,,,,•,a OVERSTp1Y TREES 1 FRONT YARD TREE PER LOT OR 40'OF FRONTAGE .�,.--. �.�.•. •^�^'�^m•-e- --+•+ TREES TO BE PLANTED A WNMUM OF r ERON PROPERTY LIES . - A——YAPIE/ACER X FREOIAW r 9Ae T TOTAL LOTS-131 LOTS TM”'°`-"'a'•"-"m"" �a a MAO(BERRY/CFLM oCCIDEHTAUS raw RECKAREO TREES-131 TREES(7827 w•a •• - ..o.xv r.u.� �nn.crun..in.e..ow.v.m-. SENTRY UNDEN/RUA ALERICANA WORY r e4e 4 WCHES TO BE W71GATM FOR-e0' - k t 'A"• "'� ""'�� , ® TEI0 wm HONEVU=ST/QEgiSA 1RMCANTHOS YAR MRS r m 12 TOTAL NCNES REOUPED-34Y „ Z—..tPs, / -.v•a.�.w mm �M�m-p �� � pM a N RIVER BIRCN/BEIIAA M.RA 11F18TAGE(CLAP) Y BaB TOTAL PICKS PROPOSED-370' q ( "d°` :ter.. .w.o....w..,o....wo.........o.w.. . - REE TO BE SAVED RED OAK/WFRWS RUBRA Y r .-w.-m anonwo.w.-e.v.. o.o: �•••�•. ANe .e SWAMP TE OAR/OUEPWS BNXILORR r eAe p TOTAL PROPOSED TREES-1N '�`- g a 'el -��mnm�-.-.-�.�-�.,m...0-nwesm m..m.wl.-- �q-u,vm „f..i'1.'-"y...i.T�•'' -.wa rr�muu-wu o-w umcuw D 6D 1D0 YDO MD ADDITION PROPOSED TREES-41 (TREE SCHEDULE QUANTITIES INCLUDE THE ENTRE SITE) GRAPFUC SCALE D1 I'8E'f PISNEERewwmc D}PLpN-I 16TI0.SHEYf-LAND.DWG 2423 ri.ntt Dnvexms1681-19Ia �, zmADrv�--n. ,,,,,,�,,,,,„,,,,,,„„, BIW DEVELOPMENT CO.,LLC. Mendes NeipM1u,MN 51@0 "M1X10"" T^ SAPPHIRE LAKE 3RD ADDITION LANDSCAPE PLAN asw I65TR sTRPErw Ll 0 1 IAKFVfI l F,AGC.S.SDW P:\RMMGfON,MN Om�ewnm n�Mq,P.a. SAPPHIRE LAKE 3RD ADDITIONIL AFRI 5T. UTILITY & STREET CONSTRUCTION PLAN Si.=T 01 ¢ER. 8 212}M111 1 �_2111°51 LOTD� 5T. EtO1pp puff s.W1LNp`M m TR." R-2 TI FARMINGTON, MINNESOTA R-5 a ELN ST. N ,n LJ OAA oO a ) 1 mn�a WT mg Ed LDC UST ST.� I El 213TH STREET W ) \ - O •` =; MAPLE��❑ S i1I4N.PI 3 5 _ z P/OS Ifll I11—IT 7�'f�7�'4 1 \" t z 23TNSA_ 25 l t t\l 1 5= HST so } 1 z $8 RniN. 0 - � i`•. `• 5 6 7 A — eo LOCATION MAP \ t }z —— F1N STREET Fe DURDT B F B pt 4••��, 6 / `DO ' a1T -- —J ,.� \ a J 1F4" _—OAK smEr I / TWEE �`, — SHEET INDEX 1.0. COVER SHEET I.I. LEGEND I ?• 4 1 2.1-2.2. SANITARY SEWER&WATERMAIN a,lm%- 3.0. STORM SEWER SCHEDULE 3.1-3.3. STORM SEWER PLAN 3.4. DRAIN TILE PLAN 1 1 4.1-4.2. STREET CONSTRUCTION PLAN — 9NNCE s REEr L———— 5.0. TRAIL CONSTRUCTION PLAN _ 6.0. SIGNAGE&STREET LIGHTING PLAN ——— J 7.0. EROSION CONTROL PLAN 8.0-8.8. DETAILS II ii I I PREPARED BY PIONEER ENGINEERING P A 2412 P.NTERPRISE DRNE MENDOTA HEIGHTS,MN 55120 BRIAN N.MOLINARO R-2 STANDARDS RF.GIST..RF.D PROFESSIONAL CIVIL F.NGINFER L0T WIDTH SO(X.—) 47504 LOT ARG: 8.000 SF RF,G.NO. FRONT SETRACN: 20'(26'USED SDEWAU(SIDE) SDE S—A- 0' WEAR SETBACK: 0' PFTF.R 1.NAR'KINSON uIA,NAOE0 vlEATIN BUiF�'ERA.b$TA.,A.EE((MNIN..2.5') REGISTERED PROFESSIONAL LAND SURVEYOR TOP OFK BUFFDB:SO' 42299 LOWESTFLOOR H REG.NO. _5T OPENING EOF♦IR DEVELOPER ASSUNED SEASONAL HIGH-880.0 BART WINKLERI-N BENCH MARKB o5t916 R LAND COMPANY,I.I.C. i TDP NUT OF HYDRANT AT S.E. 1051Y IfiSTH STREET W QW �QQ�QQ �.��. ��'1�'�55S55��oU�o yD�9��p�0 CORNER IF LOT 7,BLOCK 1 IN 2ND LAKEVIf.LE,MN55044 ]BO ADDITION ELDITION./2 TDP NUT OF HYDRANT AT S.E. PI�* Know what's below. DRAPIDD SCATS IN PSZr OCR ED OF LOT B.BLOC(41N 2ND 1 V EE ADDITION. ► Call before you dig. El POOXI nuRHu;Omc +(6011681-1914 rtaniinuvaed... �q x>R vW.nci,c,,,�m..0IBxlo Hrticmm BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITTON Mendore Heippla.MN05120 �ertnFsmm .,wp.N... COVER SHEET IOAKEVIIIESL�AESVW FARMINOTON.MN LEGEND TOPOGRAPHIC SYMBOLS ABBREVIATIONS UTILITY LINES FYISTNG PROPOSED FlINR£ PnOI ® A ALGEBRAIC DIFFERENCE DESCAI ® B-B BACK TO BACK O • • SANITARY MANHOLEIlox BV BUTTERFLY VALVE ---- -----� —�)— —) )— SANITARY SEWER SANITARY B:WATERMAN)PLANS e4N 4F BOC BACK OF CURB ANEW ( ) d xrmMT OFT BASE ROOD ELEVATION -----+---- ---- —) )— —> >— SANITARY SEWER(STORM SEWER PLANS) BMP BEST MANAGEMENT PRACTICE —N FORCE MAIN rL CENTER LINE i'Y SY HYDRANT Y CB CATCHBASN Im N H GATE VALVE gGUENNGUT CBMH CATCHBASN MANHOLE D REDUCER ® CMP CORRUGATED METAL PIPE YI CURB STOPS10R11 CO CLEAN OUT uAxxoui mHp THAN s.AxITARY OR CS CURB STOP ---'-'--1-----I- —I I— —1-1— WATERMAIN(SANITARY h WATERMAIN PLANS) O sMRAxt'oR smxu MAxxaE DIP DUCTILE IRON PIPE -"'--------'-"I- —I I— —1-1— WATERMAIN(STORM SEWER PIANS) UMt SPMNNLEP VALVE DT ELEVATION I 0 CATCH BASIN O Hua EL/ELEV ELEVATION • ■ 0 BEEHIVE EK EKIRE O • O STDRM MANHOLE m FES MEED END SEC110N F D ► ► FLARED END SECTION F- FACE TO FACE FM FORCEMAIN • • • LCNiRO.STRUCTURE • •� GB GRADE BREAK -PONCGN NATURAL GAS STORM SEWER(SANITARY k WATERMAIN PIANS) uONT POLE GVD GAiENVALVE -----.r---- —>p-7p— —» »— STORM SEWER(STORM SEWER RAN5) ______ ►-H-/ >- CULVERT stv GNE HP HICK POINT _ ■ IOIDHaN[eoA H1D HYDRANT -PERF PEVF- PERFORATED DRAINTILE EI GAME BO% HWL HIGH WATER LEVEL --------------------- — SOLID DRAINTILE SER-E INV INVERT -� CASING • T L LENGTH UNDERGROUND ELECTRIC UNE URVE COEFFICIENT —• — ERGR UNDOUND FIBER OPTIC UNE o BARK LF LENGTH M — UNDERGROUND GAS PIPELINE O LO LOOKOUT LO LOWEST OPENING ro e ro et.• UNDERGRDUND PETROLEUM PIPELINE ® PONT LP UWID PETROLEUM UNDERGROUND TELEPHONE ONES } LP LOW POINT UNDERGROUND TELEVISION LINE 0 2 xmE MH MANHOLE W OVERHEAD UTILITY LINES E] MAnnox PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE SITE LINES —� v PI POINT OF INlERSECTIgJ --N. PROPOSED NNRE DES(RIPl10N cOxSEBVAnox PAST R PROPERTY UNE T PRC POINT OF REVERSE CURVATURE _-....._. SURMOUNTABLE CURB A:GUTTER DID.—TNEE PVT POINT OF TANGENCY B-SME CURB&GUTTER ® PVC POINT OF—CAL CURVATURE RIBBON CURB B:GUTTER A GaxlrtROus TR¢ PVC GOLYNNYL CHLORIDE PIPE PVI POINT OF VEIRTICAL INTERSECTION ............ ^..^..... ................................ ........................... EDGE OF BITUMINOUS R RADIUS ......................... ............................ smug/Mtn -- YELLOW PAVEMENT STRIPING(SINGE LE) R RAMBLER RCP REINFORCED CONCRETE PIPE - WHITE PAVEMENT STRIPING(SINCLE/DOUBLDOUBT-E)PANG AGA PHASE UNE ROW RIGHT OF WAY ---- -------- - - CENTERUNE SSSANITARY SEWER A STA STATION 11 CONTOUR LINE STRM STDRM SEWER TO ""-- _ �+ii� �•eA�.� CONTOUR UNE SWPPP STORM WATER POLLUTION PROTECTION PIAN -----_--- y''P-- °'n BASIN OUTIET UNE NH TOP NUT HYDRANT ---="s'�---- ----'="--1---- BASIN HIGH WATER LINE TYP TYPICAL PROPOSED SPOT ELEVATION WM WATER MAIN •►►•► EMERGENCY OVERFLOW EROSION & SEDIMENT CONTROL w0 wALxouT DRAINAGE FLOW ARROW ---------- - ------- - -••- DELNEATED/PROPOSED WETLAND UNE •STANDARD FRONTON CONTROL WETLAND BUFFER .W••• E••HEAVY-DULY EROSION CONTROL /l'WVWV-Y1 /'YWYW`!V\ (VYVYWY- TREE UNE FEMA FLOODPLAIN BOUNDARY SECONDARY EROSION CONTROL FENCE LOT INFORMATION RETAINING WALL ••••■■•■••■EROSION CONTROL AT BACK OF CURB CAL 9ECnpN NOT TOSO FEN (BARBED RE) " TREE FENCE FENCECE( WIMAIN UNK) —[] ❑— —[) [)— —11 ()— FENCE(WOOD) ->>>>>>>>j-TEMPORARY DIVERSION DITCH DRAINAGE&UTIJTV o Z T z CONSERVATION AREA SIGN , a ®` CATCH BASIN INLET PROTECTION r T W WETLAND BUFFER SIGN O �I FlEIEVAno NGROUND O BLnnt NO. TYPE 111 BARRICADE STRAW BID ROLLS LIGHT POLE O ROCK BERM yEST-IND ) LOT NG. STREET SIGNS MERCY RIP RAP PERMANENT (IF R HOCRIT - OR SN PEDESTRIAN RAMP ENERGY DISSIPATER OF REau1RE0) OUSE P6 R RAMaEx ort SPLIT ENntr DISCHARGE LOCATION W RANKER LOOKOUT T SURVEY LINES LE,EY01ENRAOR E FN„RY wALKDUT VTNC M T ENTRY PROPOSED GRA-VEL L5TR.CTIDN ENTRANCE GAREc�AGM ELEVATION S--.lIUTN-W E � MAGE SIDE IE sw0 soE w GROUT utWT ALK OUT BOUNDARY s - RIGHT AWAY cl�-- TEMPORARY WTIET FLOATING SKIMMER ONLIHOD OT GORNER TION J LOT UNE xs MS EASEMENT ® BASIN ACCESS BS SLOPE MAX. --------------------- -------------------- ------------------__ SET BACK E SECTION UNE STABILIZED EMERGENCY OVERROW RM71CMD ACCESS ,11t1 STEEP SLOPE kt(N:V) --------450E--------- NN' (33.31)OR STEEPER GRADE HATCH PATTERNS GRAVEL SURFACE D WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER CONCRETE SURFACE O WETLAND MITIGATION OPERMANENT NRF RESTORATION RIP RAP I PERMANENT WET BASIN SEEDING D SELECT BACKFILL MATERIAL 0 IN n 0 II UPLAND/NATURAL AREA SEEDING EROSION CONTROL BUNKET DO NOT DISTURB WERAND MNDOT CATEGORY PER PLAN UNTIL PERMIT IS RECEIVED PIONEER,vwmg�•IYs1IRs1-IsIA �.urmxu.a,xa-..IRo..+In LEGEND EJW DEVELOPMENT CO.,LLC. IAeRUw HeI,M..MNssiza ^"P'g�.e",," msw lnsTTR STREETw SAPPHIRE LAKE 3RD ADDITION 1.1 of 23 1 AKEVR.T.F,MN-STOW P.1RMINOTO..MN OLivgx,n�PnPM1�w P.A. F100 \`, 1. SANITARY SEWER MANHOLES SHALL HAVE WATERTIGHT INSTALL AIR DETAIL FRAMES AND CASTINGS PER CITY STANDARD PLATE. OTE: ASSEMBLY PER DETAIL / CONNECT 10/12- C 12'PV0 WAT-Oe.PRO DE FORDVERS 2 SANITARY SEWER SERVICE SHALL E T PVC SCH. M WATERMAIN TO G.V. TYPE Al CASINO k COVERS /� / 3. SANITARY SEWER SERVICE WYES ARE STATIONED FROM LCONTRACTOR L FIELD VERIFY OVER BOT THE CURB BOX F)p1 /� DOWN STREAM MANHOLE, LOCATION B:ELEVATION. AND THE BLEEDER TNL � ��, �� , 4. WATER SERVICES SHALL BE 7'PE WITH 7.5'MINIMUM ® COVER. CUT IN NEW SANITARY TRACTOR TO SALVAGER YORANT(SALVAGED) I' IYXB'iEE W/B'CV N µT A / 5. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB SERVICE WYE RTOCAIE MISTING HYDRANT. D'-B'DIP CL52 12'XB"'EE W/8'GV •\ �\ / 4�F38 SP• -EX 03900.1 •C5:800.4 O OND•EEV.-801.0 1Y-ebm CL52 F1 OZ '•\, / / / ''C B. SANITARY SEVER k WATER SERVICES SHALL BE INVIB90.B INY.090.8 •0-800.7 STA to+83.2 ONO.ELEW�9020 y� / \,\ CONSTRUCTED 15'BEYOND THE RIGHT OF WAY. STA:0+80 STA O+OB INY.890.9 STAIB+86.2 F103 A� i / W `• ]. 4'SEWER SERVICE CLEANOUT REWIRED AT THE RIGHT 1 STA0+87 •IN�V.8B1.01 05:9021 < �\r8 i�, �9' OF WAY ON ALL SERVICES 2 CS:901.3 CS D01.T INVI5921 % B 3 STA1+30 INV:591.3 IM.591.7 STA:0+78 g, y �'• `Y� F39 •SERVICE INVERT LESS THAN 10'DEEP AT CURB STOP 1 LF�894. lF. 881 4 STA:1+12 STA 2+55 'ty , ��`. '\;• Rs.e9R, 5 6 7�y T - ® LF.ew. 1F.99s / F40 4 2'-11913ENO F42 F43 - 3 DROP Ic 1.o DRaPFe. 0p�ta r -- r F x.095. zo+>o.ee -EX C0.I L[ - 10 n -8 IVY.50.5 •CS:900.8 IF.BB5.0 LF•895. 7 �n• INV.880.7 CS 901.0 05:9022 tv♦w ee / \ 6 STA D+84 STAO+FS INN8B1.1 4 6 V: . •C5:D01.3 j IN8822 /•: STA 1+22� STA O+B] \ _ _ 3TA1+88 IINVNI.0 •IN�Y.892o ,(` 5PP �� 53�D 11Q� �r � STA 2+32 STA:D+3D _ 250 \ tstev.ea twev.ee ® b _ ta+ee.ee 4 4'SSEEWER SERNCE / O INSULATE k LOWER a WT(RV) GRAPHIC SCALE M FBSf WATER SERVICE UNDER STORM SEWER BENCH MARKS i 3 TOP NUT OF HYDRANT AT CORNER OF LOT],BLDCN 1 1 IN 2ND AD01T W. TEV-897.42 TOR NUT OF HYDRANT AT S.E. CORNER OF LOT 5,BlOCN 4 IN 2N0 ADDITION SPRUCE STREET ElEV-090.91 ........................... ...... ............... ........................................................................................................................................................................................................................................... . ........................... 915 .. ... .. .. .. �52 ... .: �z m 8 I 915 �.. F 910 :... ........ .... ....,. .. . .... ... . .. . ..... . . .. m.. 905 ... ... .. .. " . . .... . .... . . :: .. .. .. .. .. .... .. .. ... .. ... .. :: ;wqwrw:wqq .. .. .......7.. RWNO .. ..895..... ......... ......:.: :....:. .. 900 i 11:. ..0 .'iR Pw c9b'D'bk18 WM ..1•.12'PVC CBDO DR18 ... ... .. .. :I I. .. .. ....... .. ... .. -1:1. R4: :: .: ... ... .... :-..., ... ... .. :: .. .. .. ... sso..... . ....:.........:.................. _ . .• .. .y --`EX.I20 .. E%45 8'PVC SOR]S •••B:.O 1.SOxVC 8 PVC.50R•35... 0.4URO.... . .::. .. ... ... 885........:...................:........... ............. :.. .....:.......... 885 ..................... ...........SANEWFR............................................................................................................................................................. .. ...........CWTRACTCTRACT7R TO FlED ::::::::::::::::::::::::::::::::::::::::::::'.:::::::::::::::::::::::::::::::::::::::::;:::::::::;:::::::'.'.:::::::::::::::::::::: 880 .................................................................................................... ..........TevAnoN:................................................................................................................................. 880 ...................... ......................................... ........... ... . .. .............:: ::::::...::::::::::: ::::........:::::::::::.. .. ..:::.......:: :::::: :.••bye:::: ::...::::::. .. .... ...: ::: ::: ::::.::::::::::,. .. . .....:'::":":'•::c:::c::::::c::::: :::::::.::: : ::::••••::: . ...:':... ...':::"""'::::::::::::.. .. ... ......... ... .. . :::CGNiIECT:t0:ESOBIIMD y2 AVc.:::: . . .. ::::NA]EBMA9L:CWIRACTp3 10 ::::: ..................................................FlEID�VITIFY�EOCATRXJ......................................................................................................... .. ;:. .:" .: .:tttttttt.tttt'.t : :: :::::::::::::::::::::::::::::.:::::c:k:E(SVATdI::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 875 ..........................................................................................................................................17+OD....17+50 ................................................................21+00....................................................................................... 13+00 13+50 14F00 14+50 15+00 15+50 18+00 18+W 1]+00 1]+50 18+00 78+W 18+00 iB+W 20+00 20+50 21+00 21+50 PIONEER,o ,..aa�...e., IF l-Ivle '."a.u:'m ;;�„;�„�,b°1," v4- +�+n� �.�.�. SANITARY SEWER&WATERMAIN BIW DEVELOPMENT CO.,LLC. 1et� 2422 r- Ntl-Does - SAPPHIRE LAKE 3RD ADDITION M.n,Yw N.iFh�s,MNSSIxO wr.F�nniercnF�cmn CONSTRUCTION FAR-,FARMINOTON,MIJ 2.L OF 23 O vin Kxn�FnvrimvA>.a. SEWER" 1. SANITARY SEWER MANHOLES SHALL HAVE WAIERTGHT HYDRANT FRAMES AND CASTINGS PER CITY STANDARD PLATE B'KB'TEE w/ 3.2. SANITARY SEWER SERVICES SHALL BE 4'PVC SCH.b. 16'-6'dP CL52 3. SANITARY SEWER SERVICE WYES ARE STATIONED FROM 4.SEWER SERVICE GND.ELEV.-896.4 O DOWN STREAM MANHOLES. CLEANOUT(1YP.) STA:12+24.6 4. WATER SERVICES SHALL BE 1'PE WITH 7.5'MINIMUM •C3898.4 m898.7 CS:397.D c3897.3 COVER INSULATE STORM k INV.858.5 INW886.7 INV.887.0 5. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB •l-BBt.1 INV:BB].J WATER CROSSING(SEE 1 INV 1.07 STA:0+12 STA O+68 STA.1+30 STA:D+22 I-.38]3 B. SANITARY SEWER$WATER SERVICES SHALL BE CITY PLATE WAT-OB) 3 STOP. •G5:895.8 STA:1+8] rJ B I ] 8 STA:0+89 •INKY 887.7 CONSTRUCTED 15'BEYOND THE RIGHT OF WAY. NOTE INV:886.1 4 LF-BBS -BB5. LF-888.4 LF-BBH. 9 STA:-51 / CONNECT TO EXISTING 8'PVC •ICS B�Sfi STA:1+3 \� -BgA. _ L - - -gBe.7 10 / ] OR WAY N ALLCSERVICEBOUT REQUIRED AT THE RIGHT WATERMNN W/8'GV. B'L11](SEN I CONTRACTOR TO FlEL VERIFY •8'883.4 STA:0+72 DA 6'-22XREM L •BBS] / •SERVICE INVERT LESS THAN 1D'DEEP AT CURB STOP LOCATION 6:ELEVATOR. ,a99 srA:oiJz �2gA. I 1 1 ) J1 '-1134EIEND 6 7 � LP-895. v-BBs. r � `• �r''�.--� _ " •- / 4 cS 888.5 CS 89B.D 97.3 -fip l 3'�Y f'• / / 0. •ICS�BBa61 STA.O8.5 STA.1+.9 IINN'.N 2B 8 SB F29 :. -.._ STk O+JB STA:1+08 •IN V:BBeU STA:1+7B „h'am O tJtw oo •ICNVV..Be�.4 \`� sTA:0+31 J / TEMP HYDRANT - A.1, 2 STA:1+14 ,waro �\\ \/ / ^ e'K6'REDUCER W/6-GV i 681 •I�e�assS F93 GND•DIELEV.-897.2 6 6 SLA:D+3B O ' NSULATE A LOWER m� ¢ Y F30 STA:16+16.5 i 7 a'Im B�7 Z WATER SERVICE INSULATE STORM k O 2aJ26eSTA:0+20 UNDER STORM SEWER WATER CROSSING(SEE ri CITY PLATE WAT-06) INSULATE 6:LOWER WATER SERVICE / F31 UNDOSTORM SEWER /U(V GRAPHIC 9CAI8 IN F66T J BENCH MARKS {8� TOP NUT OF HYDRANT AT S.E. CORNER OF LOT 7.BLOCK 1 IN 2ND ADOITIDN. / 7.42 TOP TOP NUT OF HYDRANT AT SE CORNER OF LOTS BLOCK 4 IN 2ND ADDITION. 213TH STREET W EUw-x•91 ....................................................................................................................................................................................................................................................................................................................... ................................................................................................................................................_................................................................._......................................................_...................... .............._........................................_........................................................_....................,................................................_............................._......................................................................... 915 .. .. 915 3 � .: Bi I ..... 910 : Y 6 'n : .: a . : . spo .sop.................:..............:::..... .. ......... ............... ... ..... ... .......... ................................................................................ . ... .. .. ': . . .. ....................... . ......... . ..................................... :::: ................................... .. .....................�m::.... ............................. .., .. .....................n...... �. ....... ............................. .............................. .:::::::::::::::::::fir.... .. -........ ......................... ..................................... ... 890 .... .................. ........ ........................ ...... ......................... ........................ ............ ...............::OR ..... .................................................... ......::::::::...............:::::::' :".:g:PVC:C9 iB WM... ....................................................................... BB.S..:..::..:..:.. .... ...::... ... .....:...: . .� ..=77777. 11 .1P.P\C SDR:�S':.:... ..:..PLDQ NE:4 sW: .. 885 . ... .. .- 1 7 10 PVC SOR d5.. .INWtIS(INCIDENT,YL) .: D1Z S 10.qVC SbR 35. P 0.288 :TO BE' MfCTEQ INN . .. ..• )0.PVG 508 J5 :' .: %H'NB'RK9D INSULATION O G' .. .. .Fl/TIRE ADgTI(IN 10 PV SOR bs O D•26% •O 0.288 (SE{pETNI PUTE WAT OI{) : �L'AE TAIRii NIGIO INSULAR :..SBO. .:.:........:..... MOUE ... R D 288 OTE (SFE DETAIL PLATE WAS... ......DDNNEDT.M.Ed6RNb BMVC. ..:caxxECT TG ETDsnxc..:.. .: ... ......:... .... .: 880 ... WATERMAIN.:CORTIACTOR:TO ' yANITARY Sf'AFR CONTRAOM TO FlELD ... .. .. nEen Y9EIFY non '. v4.RIEr:LncAT1oN r s ELEv�RaN. ..SVA ... ....: .. .. .: .................................................................................H,50 ...10+oo..............11+OD ..::11+513....12+oo....12+50 ......:...:..:13+w:..:14+00...:..:..... :.875..: ......... ......... ......... ......... ......... ......... 8+00 8+50 9+00 8+50 10+00 10+50 11+00 11+5D 12+00 12+50 13+00 13+50 14+00 74+50 15+00 15150 16+00 18+50 17+00 17+50 PIONEER_ m nSAPPHIRE LAKE 3RD ADDITION 2.2 2421E �.= «Fsi�sei-Ile aw''„"„'„",�.,`„�." „"„', „»>us. .,, SANITARY SEWER&WATERMAIN BJW DEVELOPMENT CO.,LLC. 2.2 23 te >=�am Hesno,MN ssl±a "" }owxv tBsrH srWFErW OF s=� CONSTRUCTION Rvrt.ta.Nm ssuu PnR1.,nvc['DN,rtN Oswekw..iymamzn a. STRUCTURE TABLE STRUCTURE ST4UCTURE NEENAH H NAME TE 512E CASTING OR NOTES EQUAL 1008 MH 50'DIA R-1642 600 OCS 60'DIA SPECIAL 602 MH 48'DIA R-1642 803 CBMH 80'DIA R-3087 VB 2Elev 889.0 B11 OWN 48'DIA R-3087 VB 1 852 SMH 48'DIA R-1842 653 CBMH 80'DIA R-3087 V 2 654 CBMH 48'DIA R-3087 VB 655 CB 38'%24' R-3087 VS 1 Outlet Elev. 700 acs 48'DIA SPECIAL See city plate STO-19 702 STMH 4'DIA R-1642 for additional requirements 7W CBMH 48'DIA R-3067 V 2 Grate Details 704 CBMH 46'DIA R-3067 V - See city plate 705 CBMH 48'CIA R-3057 V - STO-17 708 CB I 36'%24' R-3087 V 1' 707 CB I 36'%24' R-3057 V 1 SLOTTED WEIR WALL Elev. 889.2 1. WATER TIGHT HALL 1 NOTE A STRUCTURE SHALL HAVE AN INTEGRAL BASE Outlet Elev. B. PIPE CONNECTION TO STRUCTURE OVH PRE55-SEAL Grate Details Elev.=888.0 Hole for 15" Dia. RCP PIPE TOP GROUT RING OR APPROVED EW BE Slotted Weir Wall See city plate i 0.5 C. PIPE JOINTS W1HIN 10 OF KENTWATERMAINSUPE WELL BE TONGUE AND GROOVE W11H A HAMILTON KENT SUPERSEAL CASKET OR STD-17 APPROVED EQUAL MEETING ASM-443. D. ALL LT JpNls WILL BE T0INGUE AND GROOVE APPROVED A 1 Hole for 24" Dia. Skimmer opening HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL Elev.=890.8 See cit late 1 1.5� MEETING ASM-443. Y P J outlet pipe STO-17 Z 3.0'SUMP wsrAum 1' 8 CY Class Elev.= 888.0 3 Riprap 6•. Outlet Elev. 0.5' 1� � Dia. Varies Skimmer opening See city plate STO-11 See city plate for riprap placement NOTE: STO-17 fi„ When baffle wall height details. 6" aggregate backfill �— 1 is greater than 3' above (MnDOT 3149H Mod.) 8 CY Class Outlet Elev. the following 3 Riprap O 6" shall be required: 0 00 1. Steps POND OUTLET CONTROL STRUCTURE 5' Dia. t 2. 6' Diameter MH OCS-700 See City Plate No. (NOT TO SCALE) STO-11 for rprop Aggregate placement details. (MnDOT Spec. 3149H Mod.) AT POINTS. STORM SEWER CONSTRaCTIIXJ NOl1S: I NEENAH CASTINGS OR APPROVED EQUALWON ALL CATCH POND OUTLET CONTROL STRUCTURE BASINS UNLESS OTHER'MSE NOTED. OCS—COO Z PROVIDE 24'z3B'SLAB OPENING FOR R-3067V NEENAH CASINGS ON ALL CATCH BASIN MANHOLES UNLESS (NOT TO SCALE) OTHERWISE NOTED. 3. FINAL STRUCTURE OFFSET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT.FIELD STAKING SET ACCORDING TO BACK-OF-CURB. 4. INLET CASTINGS SHALL BE SET 0.17 BELOW GUTTERUNE MADE. S. SEE SHEET 3.4 FOR DRAINTILE DESIGN. PItNEER � m� nNR^u lhrvcwn.�•wn�mm„"1051�661-1114 1 w.unk ihadi un.qu...r•wrtxN wart xanNci.c e" nsxvrtsrtn xxo ""s"°""' BJVV DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION STORM SEWER SCHEDULE ioA51916sTH STRiETw 3.0 of 23 KFW.1E,MASVH4 P1AM MON,MN 0 L�Y Pb..v eno�ni•mr r.+. j < Fl 00 I. PROVIDE R SEWER 3087E OR RN NOTES (�_�.-,,,,, •t�`;'..'\ F37 I. NEEN H CASTINGS OR R-PROVED AT LOW PUNTS - ----- _ _ \ - / F1 Ol / ^ �\ BASINS UNLESS SHR WSE NOTED. EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. W�T.OBB O� / _ </ 2 PROTIDE 24"x36'SLAB OPENING FOR OLE6 N NEENAH _ F38 CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS - OTHERNISENOTEO. C� \ � _--- _ _ Fi OZ `<. / / •� /� �^ ;�� �::/ 3. FINAL STRUCTURE OFFSET TO BE VERIFIED BY 3} \ ` ''' O _ ' \\ > •/�/ '� •F CONTRACTOR AND INSPECTOR BASED ON MATERIAL ' 12 3 SUPPLIED TO PROJECT.FIELD STAKING SET ACCORDING TO ® 8 ; F103 \/ F39 BACK-OF-CURB. 4 u 4. INLET CASTINGS SHALL BE SET 0.17'BELOW GUTTERUNE 7 GRADE \ F40 5. SEE SHEET 3.4 FOR ORAINnLgE DESIGN. \ iy � � -- 3 �\ ^`� •\< / - SPRUCE STREET BEE mD ARDITONM�NC PLANS MR ' tux.w - l STORM SEWER FRON 55,•� //`b,/(�// FEs-1RRc To GGG 7 s \ \ 4 t _- .. 3 i �� GRAIRDC SCATS IN PEAT // BENCH MARKS \ \ OUTLOT C TOP NUT OF HYDRANT AT S.E. Y ,� \ BASIN 700 ^^ !'• LOT 7 BLOCK 1 IN 2N lE`J� EB97.42 WL.20WET 37 AC-FT VB0 / TCMNEROP NUT OF OT 5.BL AT 4I J_ ADDITO OF LOT 6,BLOCK!IN 2N0 AOUDON. SPRUCE STREET ElEV�900.91 ....................................................................................................................................................................................................................................................................................................................... ....................................................................................................................................................................................................................................................................................................................... . : 3 atl 1 . I; i.. n 910.. '6919- rsa 9a .905 .... iRFnP7? :' :. :: 8P.R4Pvw ami ADEM z ........ 900..i.:.......i ...............Y: : 900 g i �9gi T eaa. .: rnAar'oE .. i 895 �9 ............. ... ................ ............ ............ .... .51M.CS....::...;...:...::::f::::f:f aT:RCPI CESf:::..:.....:...:.,..:......,....... 64' .. .y�i i :Wo TRASH GUARtl ...... 01.SUF• 40 ICI AIPPRI CROU D :%tRA41 OUARD;: O t 60x 16 RGF GLS y : EXISTIN S11N .. t. RGP CL5 $' O' a'm ARd1ND OCS.: .:1R.CC,Y,-CL70 ' USei-..... R 070x". PoP R W/GEO.....E 'mOv ..RIP R /OECTE%P :..890.. ::....... ...: . n� .: _ 890 T5 as . FatWND a w,ax . F :NLTQi IQT RAR. ........ I . E%IS. .. .. DE IASL A JOYL15 nE LAST.P JUNE....... . ... .. .. ..... .. .. 6'RCP CL6 : x ...R t tPx: 885 BSS ggN�� rA p�SOxU i:..CONNECT.TO EY SnN PWTE.SRf Y1 . .................. ........................... .... ...... ...... .. ... .. 'puriET'HH60 "rnR to�o��Fr ':'StdUJ:SEWER 2N'A�:��. .3B .... ... .: Tb CLS R 0:20x SwATr ..... .. .. .. .. ... ... ;: SION x.Y.037 Ao•FT._ .... •.YEFaFY LOOARON k STOR: OL� . .�. ... ..... .." .VtlJ90:ACNT. �:: :: ::: :: .. .. .. .. 880 880 i 875 to;.i: i : ' i i .: 875 PI�NEER� BJWDEVELOPMENTCO.,LLC. IF,0. .mow SAPPHIRE LAKE 3RD ADDITTON STORM SEWER CONSTRUCTION sw lesrx sTReFTw 3.1 or 23 iAKEEII.I E,AA.S.fOia MMRTRN,MN ©m�Yxwv FnVnm,¢�.n. � re' sTortu SEWER cDNsmucna4 Norex ��_ � `-`� / ��•,• F27 f`fi 1. PROTIDE R-3087V OR R-3087VO AT LOW POINTS. __ - 1 B / `• -"I NEENAH CASRNCS OR APPROVED EQUAL ON ALL CATCH - O S 7 B 9 1 �`•;\• •� \ BASINS UNLESS OTHERWISE NOTED. 4 / 2 PROTIDE 2AL SB OPENING FOR R-3087/NEENAH 3 L_ _ L_ / yy �, / F26 ON ALL U CASTINGS ON CATCH BASIN MANHOLES UNLESS L- - OTHERN1g NOTED. 2 \ ,- .,...... ... +`J/ / �� //`� • 3. FINAL STRUCTURE CONTRACTOR AND IND CTOR BASED TO BE ION MATERIAL FIED BY �' l ISI-_I / F 5 / ' SUPPLIED TO PROJECT.FIELD STAKING SET ACCORDING TO _ \ FUTURE PARK BAC(-OF-CURB. 4. INLET CASTINGS SMALL BE SET 0.17'BELOW GUTTERUNE GRADE - r- _—T f _ "'ro �C "•.0 S. SEE SHEET 3.4 FOR DRAINTILE DESON. r'/ ate 6 F29 , t % /F93 MELD 7 DR. MET T-1.371 AC °- S1011 VOL-1.118 AOFT �/ Cy / F31 � PY� F95� '7' F32 0 e �96\•��``• �/ �� /� _ _ i/��','.l eRAmDc Sc_IN ease BASN too HMT.m1 \ \\ BF%MARKS MET VOL.-+02137 ACMT / �- TOP NUT OF HYDRANT AT SE 5108 VOL-13.850 ACKT •• / \ , \`�, I:'; CORNER OF LOT 7.BLOCK 1 IN MD \ •.•� '/r \ /,(/ ADDITION. /�•. \ F97ELEV-/ 'X TOP NUT OF HYDRANT AT S.E. CORNER OF LOT 5,BLOCK 4 IN NO ADDITION. 213TH STREET W ELEv- 1+ ....................................................................................................................................................................................................................................................................................................................... ......................................................................................................._.............................,..........................................................._...................................._........................1.:1.1........_._.............. ....................._.._..........._......................................................................................._...._..................._..........................................................._........._.................................__.......................... ....................................................................................................................................................................................................................................................................................................................... 910 z 915 , I:; z .. ` .. o F� a ..9.1. 10 905 :: mwe 8 $ i9�� :3 � � �$ 905 E pC ... .......... ....... �`...hm. :'Sm' 2 3C P... R$ 8 �.$.. zZ .. tuBE �� 1inrtmm s'1 900 z�t3 ets s� zi e� $ $: a.. d �" mt4m '= 6 5>�µ 900 : ..... ..:........t at.�'_d.:.......:.....:.:...::......... ... . .1 .. .. _.... .....SFD:::: ...... ...... . .................... .................... ................ ........................ ............................... ?ROPDg ........ ..................................... .. .......... D....... . .......ORME ............ ... ...................................... _ .........:...... 895 : r in�sH .: .: :. .EIUsnN 160 aY. a�..A$ .••STMC:: (INaDEYJ 11 mid .. :... GROUND RIP kAP M'JCE6TE1'IILE %ilalNO ... ... 895 �. TE UST 3 JCNT9 T k] 890 . ::......:, ......... .... ...::...:.. ....... .... .. :: ....: ..:...: :....:....:.....:: .......... ...tr RCP.CJ: ... ... ......... 4Aat 5 JGN�TS ...890 :.. \�_^•' t eRC ACLS .'. MAT' 108' 21 R�C14.. ...WM�.21e D.]9><L4 Dan�� •�TtjSn/N�C 18 RCP Cb 118' :2t'RCP:d O'075ti X INC:::: ta'(iCP'CLS .. a 0.45E 1Y RCP CLS 32 D7� 4 T,Ogtp O 1.50% •v 0 0 8011 18 RCP CS .. 24'RCP Q3 21 FES. ;!x 885 o a4sx a o.4B8 z1''a 5X 885 ...... BAw eao• .t Y:�'QUa_DAPtO.. . .. .. ..: .. .WTLEi-888.U:• .PoP:9AP'W/CEOTE%TICE II vl' PILI BLyN dN . ... ... .... .. ... ... :M€T.FW:r1I]7a AG9T: .: .'.n.UST J 1S .:: ::. ..................................................... .................... ST.VOL-1.P88.AGFT....... ........ .... .. :. :: ................ ...................................................................................................................................................................... 880 ....................................................................................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................................................... ....................................................................................................................................................................................................................................................................................................................... 875 :::::::::.................................................................................................... ..................................................................................................................................................................................... _......_........... . ................................................................ ......................................._.................................................................................................................. 875 . ................................................................................:...................................................................................................................................................................................................................................... PISNEERm ]Is4^PNx'Ihrve +wx+rnw.,•(451)681-1914 r.-yw,.nmwuwhq.. w°•m�M x... �ax,uci.c...m.°u 1rt�iosF,'fismn BMW DEVELOPMENT CO.,LLC. STORM SEWER CONSTRUCTION tlsw t4sTN sraEETw SAPPHIRE LAKE 3RD ADDITION 3,2 OF 23 g.com 1..4%FVII I F,N9K.S,SM4 FARMRJOTON.MN STORM SEWER 30OWU R R-NOTES: / •` F27 r" I- PRONOE ASTIN V OR R-PROVED EQ LOW POINTS. BASINS CASINGS HR WISE NOTED. EQUAL ON ALL CATCH -_ Q $ 6 7 8 /"`�•`. ,,.y,y�\�\/BASINS UNLESS OTHERWISE NOTED. _—�-� _-- 4 2 PROVIDE 34'.38'SUB OPENING FOR R-3087V NEENAH 3 _ L_ _ Imo_ _ L_ I yy 10 .• •�F26 GS CASTINON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 2 3. FINAL STRUCTURE OFFSET TO BE VERIFIED BY 1O I_�m�l --�-1-_ / F 5 / CONTRACTOR AND INSPECTOR BASED ON MATERIAL 1 \.� SUPPLIED TO PROJECT.FIELD STAWNG SET ACCORDING TO \/ _tel\ \ / � FUTURE PARK BACK-OF-CURB. 4. INLET CASTNGS SHALL BE SET 0.17'BELOW WTTERUNE GRADE. �' I , - r- -- r-- - "y° �< ``•C/ F28 5. SEE SHEET 3.4 FOR DRAINTLE DESIGN. - v ^ •. F29 X BASIN 800 I �� � \ \ CUTLET-888.0 ` / •___ � , /r _ r,/� WET vot- \ ' SiOR.VLE.-1.288 ACMT / / (v ,'/ F31 1 BASIN 100 &�� / \��•�. •� / GRAPHIC SCATS IN FRET OUTLET BENCH F96 HWL-MSO '. / \ / A F33 9ENCH MARKS_ WET VOL-102137 AC / •11 TOP NUT 6 IT 1,IT AT I I srRR.VOL-/3.880 AC4FrEUFV-// F97\\s``.';// / CIXWE�OF3L0T 7.BLOCK 1 IN SND /, .•\� \\11,'111: ��•. TOPNFUT OF LHYDRANT AT 4E. 3N0 ADDITON. 213TH STREET W ............EU,-900.91 ................................................................................................................................................................................................................................................................................. .......................... ....................................................................................................................................................................................................................................................................................................................... ' 915 910........................... ......................................... ..............:............:............................................................................................................................................................................................................ 905..... ..... ............... ::.: .. .............. ... .. ......... .. :: ..:.. ::...:: .:.:..,, 905 z „. 900. :. :. ..900 $ 8 895 ......................... ............................................................................ ....... ..... ....... ...... ................................................ ...... 890. ::..:.... ......... ......... ......... ......... .....:...:.:........ AROUND Him. 890 WJ —6- ....GLAAO. LLm 'RIP RAP:W/Cf01RCTllf FILTER BLANKET 571NG taW .: TE LAST!JdNTS... .... OPOSED;SEE.CIT.Y... ....... ..... .................................... .. .. .. .(iiAOE.... .................................................................................................................-......... .. ... ... .......PLATE:STo-21.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: s�T.Ei-aeao as' .:auT:aea.D' .. .. :..885.::...:....::. ..:........ .:........: .:....... ...:.. ..::.....:. �D�Rroi' •eDp�Igdi 885 "WET: .. ... .... .. .. :. :.:: .: : :: WET VOI.`103337:AG!FT tl w A� . STIXl VDL�,uzYB •:. .. .... .. . .. .. .. :: .. .: :. 880 :..880....... .............. ........... .........:..:............................................................................................................................................................................................................................................................... ....................................................................................................................................................................................................................................................................................................................... :..... . .......................... ......:................ :.:...:........... ............:..:.... .........:.... ............................................................................................................................................. .......................................... P13NEERm,., :Ts�m��TT.r<••,••�••<A��••,,•�Fsi�bei-Inlo haw,=„�rvW.�.w....�- � N,. ,,,� �.� BJWDEVELOPMENT CO.,LLC. STORM SEWER CONSTRUCTION IoslnlASTx sTnPFTw SAPPHIRE LAKE 3RD ADDITION 3,3 or 23 g'<an iAKHVII.I F,MN.5.56ta P.1RFRNOTON,MN ©mlr wmn�PnAnv�q.P.n. i - - - -- T� PERF..RIGID, / C.O. I-- RIM-B8T ,• 1 b _ OUTLOT A TxERMOPLAsnc(m) M_BBss O Nweea.Dzt ki BOTTOM=881.0. DRAIN iILE INw8825 ry ? /tea! \WflEi g 60'MIN. c 2 `• _ co. 4 9 r 3 IN-4 ! j 2 \ ` —. .. '•^ /snsw T}4'PVC DRNNTILE PLUGS, e'll FUTURE PARK a ` .:,-,,;� / _.. .,•� .... '3e, .' .Y. '^FUT.DRAINntE F28 AND CLEANOUTS 8 F29 - _ r 4 T T213THT T VL 1 _ -[ RIM-887. y `' O INV-884.1 5 2 aM8e3 T _ F93 7 INw3 F394 \y �4 96 �� {, BOTTOM-886.0 � � F;� F 3 OUTLOT B F98 F 4 y % F99 ;; i F3 s / F100 '/� �- F36 F37Fini , - F102 F38 8 - 1 33 ° F103 — 4 S F41 ^`mac — ��_ TOP NU uARus TOP NUT OF OT 7.BL AT S.E CORNER F43 �ef`Q / �✓ zB sD D ADDITION OF LOT].BLOd t M NO i.42 NUTOF HYDRANT AT SE PISCOM SCA RNER CF LOT 5,BLOCK 4 IN TND y CHAPHC LE FEET ADDITION. ov.nn.me,,.ww.,wn,r.wnumms F1Ew800.81 n, ]x Dncryrim D.nr (63 1)661-1913 pq anirymwmepu.�,epm.eb xM vg.wei.�..�-u usxrn.ov.xn�. BJW DEVELOPMENT CO.,LLC. DRAIN TILE PLAN SAPPHIRE LAKE 3RD ADDITION IOs19165Tx STREETW 3.4 or 23 TAKF'VIII F,A1N.5,5013 MiNQTGN,AM F100 �, / T0•Row F10, ' :m• Izmx t9• 'BI O :� /%�.: F38 —R- END F102 �, s1pFco° �uumH SELECT 3'Cl 5 AG4 BPSE 12' %// GRANULAR BELOW CURB&GUTTER 2 ROWS SOD O •' 1 2 3 .w le" F103 \.` T'v ' ;'/n F39 µoaui�uRR 4 e ,-�` SPRUCE STREET 5'CONC.SIDEWALK ' ` SAWCU BIT.-37 U. —'�— L_ + 4 a s 7 \ 1 70' ROW SECTION (j REMOVE AND DISPOSE --L---x.T. �^` a OF TEMP SAC BIT. J F40 SEE FARMINGTON STANDARD PLATES N0.STR—O6 64f F41 _�M9A CURB LEGEND (70' ROW) OB.15 =CURB� UELEVATION^ ✓�^ � ���v' — - � -- _ SPRUCE STREET —�� F42 FOR SURMOUNTABLE LE CURB S�, F43 ® =FOR BDIB—CURBE ELEVATION 2 ^ /'— _ F Ep r TEM SAC 07.B2 =B-MINOUS ELEVATON TURNAROUND 9i x. os 3 I I1 7 3� 1 3 =SURMOUNTABLE CURB&GUTTER ` =B61B CURB&CUTTER 4 5 s =BITUMINOUS EDGE BOTEL SEE dTY PLATES STIR-05—STR—D7 FOR TYPICAL STREET SECTIONS \ 5 O zsq s,D 1qD \ 4 caAPTOc scATa 0 rBerix rBer O 1. ME CONSTRUCTION NOTES: 1. SEE CITY PLATES N0.STR01—SVR-04 FOR CURVE TABLE CURB AND GUTTER O.STR— CURVE DELTA LFNCTII RADIUS TANGENT PC PT TOP NU MARKS 3 2. SEE CITY PLATES N0.STR-05—STR-07 FOR T v0Rn6v s` TOP NUT OF HYDRANT TYPICAL STREET SECTIONS CI 8311409 831.01 42&W42&W389.91 8483.41 18+14A3 CORNER OF LOT],BLOCK](I IN 2ND 3. SEE CITY PLATE NO.STR-21 FOR TRAIL AND z RrvNWws wort couRsc ADDITION. SIDEWALK SECTIONS. C2 6S3dIS' 331.38 480.00 310.]5 18+143 21+85.89 ELE/-897.42 ♦RRne'atn SL¢auRL TOP NUT OF HYDRANT AT S.E. CORNER OF LOT 5,BLOCK 4 IN 2ND ADDITON. SPRUCE STREET E 9009 ....................................................................................................................................................................................................................................................................................................................... s x :......... ...:.. :... .... ...... ... ... .... ...: .:.:.. ... s s :s ... ....:x. . s ..... .. .915x s .... ... ...... .PM SX:18+87A . .. ':. .... ....::PN II . ... :..: ..... ..... .... .... .IG EY:89.W:..:. .... .. .: : 910.. ............ .. .... g � .... : 91� . : 905 .. :. .... . ..... ..... .::: 'PRaPwm.::..... ...... .. '...:�8 .:c:�rf �:..� .... . � 905 .:::':'. ... .... ... .. .. .:: :. .. .. .... .. :. ....... ... .. .. .. ... .. .. Soo. .. ...... .: ...:... .. U60R goo :' :. . . a sss .... �� ND 890 .. .. . .... .. . . .. ................................................ ................................................................................................................................. .. ............................:.........:::.....................................:.........:...::........:.:.:.:.890... .......................................................................................................................... _..._.................................... ........................................_................................................. .......... ...................................................._......._...................................................................._... ....................................................................................................................................................................................................................................................................................................................... 885 : . 855 :::.... ...... .:...:.........:.:.....:. :......... .:. ..::...: .....:......: .:....:..:.:. .. ..... 880................................................ ^.:...:.....:.... ....... .:.......: ... .:... 880 :.. 875..:.:..:....:.........:......:..:....:.: ..:.... . . .. ... 875.. ... 13+0) 13+5D 14+00 14+50 15+OD 15+50 1B+00 78+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00• •20+50 21+00 P13NEERffc -,c 'Fs" 22m�.,v�aro (650-1914 ~>� 'w.n0,w�m BJWDEVELOPMENTCo.,LLC. «,ORx. R0.0 a'.xaw,N.I;m.,1.lNsslxa '•' - STREET CONSTRUCTION SAPPHIRE LAKE 3RD ADDITION ww.v,,,x0e.�bx IO�slvnsT,TasmEETw 4.1 of 23 .MN.S.XIM 1RMINOTON.AfN 1432'F-F1A' 1 _• "--' _ �G.L G.L_s_0.34� 2.00K O 5'CONC.SIDEWALK n 1 2 ADEM U( TEED 2 q S 6 n ' 7 t B 19 11D Ty,.'.„, % .00 GRANULAR BELOW CURBSd Wi ER 12 SEED @MULCH tS,Y? /y 2 ROWS B. MOUNTABLE MATCH P 3 L- L - L- -- t �' AND CUTTER TC F25 . +z' J/ FUTURE SIDEWA K 213TH STREET W -��'-213TH STREET o.3-3 z�»�Nn Dr 1� F25 ' . 60' ROW SECTION 6 ] 8.y ,,vP `gv �`�\ 98.47 n TURN SAC Tw-S. I SAWCUT BT.-31 LF. y ` TURNAROUND cN(NT.s.) REMOVE AND DISPOSE / r- -- SEE FARMINGTON STANDARD PLATES N0.STR-O5B i1 OF TE/AP BAC IT. D. a d: ,. ��� - is g5\a. � q , 5 6 7 , ��.' • ,�n^/ /i^•�, CURB LEGEND (60' ROW) •I~• A 95.58- -0?° ' »�Ta� 6 � "Vy FUR BSURMO NTABLB CURBON ,-_ 3 % 7' k : F29 08.32 =CURB GUTTERUNE ELEVATION �`., FOR 8618 CURB I ' +� / / `•. C7.R2 -BITUMINOUS ELEVATON SVRMOUNTABI-E CURB @ CUTTER MATCH . B61B CURB d GUTTER 6 1 7 a B4 © 1 2Rr F30 -=BITUMINOUS EDGE c) I// BDIL'SEE CITY PLATES STR-08-SIR-07 FOR TPICAL STREET SECTIONS BU11 SHADED PORTON I,' 0 25 �1. 0 ROAD TO STREET SECTION. CURVE TABLE BUILD REST OF sC TD F31 CURVE DELTA LENGTH RADIUS TANGENT PC PT TEMP BAC SECTON. Q GRAPFDC SCALE IN PIBET /(i7 STREET Cl9NS1AUCTON NOTES C3 48.33'01' 385.61 450.00 193.57 6+58.07 10+53.67 1. SEE CITY PLATES NO.STR-01-STR-04 FOR CURB AND GUTTER DETAILS BENCH MARKS C4 2T3Y18' 19].85 410.00 100.79 10+53.67 12+51.33 2 SEE CITY PLATES NO.STR-0.5-STR-07 FOR TOP NUT OF HYDRANT AT S.E. TYPICAL STREET SECTONS CORNER OF LOT 7.BLOCK 1 IN 2ND C5 2577'10' 155.48 350.00 79.05 13+11.00 14+86.8 3. SEE CITY PLATE NO.STR-21 FOR TRAIL AND ADDITION. SIDEWALK SECTIONS ELEV_B9].42 „yPlpyly yBp„ TOP NUT OF HYDRANT AT S.E. CORNER OF LOT 5,BLOCK 4 IN 2ND ADDITION. 213TH STREET WELEY_9oa91 ....................................................................................................................................................................................................................................................................................................................... a :B: R $ 91.5 8 g :� g $ ` $ 6 :� g :ng $ 8 g .� .............:... :. .....:.....::.. .:.:.............:.................. .............. .. .. ... m........:..:. .:....:.:.. .. :... ....:.. PN STA.15+1&OD.. :. ........ R\E.p);•A.896.68. ....:... :. ..:.. ... ......:.:.......:.. .. . .. :.91 • .... PN STM B480:UO.' .:::.PN STA:9+&5:00 .. PW ELEV:'895.b9: PN EIIM 895.07 .. :: .00 . K: Bo K:6 o. LNT:90.09 LVC eo.m 0 :: 101)PT ST/F 8480' .. P4 STA;OtBS 8 S ..... . HIGH PT ElilR 895 L W.PT E1EN 895.1 .: : :1 L4CD ,�S W F H ' PM STA. 00 . ... PN FLEk 89]9 9 ,S cc q` n .:$ .: ..n :Q .::: AC 90 T ELE\^I .. .. .: '`v.. :$°`�. � .'Q'3 :: � '. � 1194 P.T.5YA/1+01.1 : � $ n 5• 905 pp .. .. $ �. ... ... ..::. .:. NIR1 PT:0.EE"'097}� ::S d' ...4�... 900 . . ..... ..... .... .......nDPDBEn. ..... ....... .. ... ... .:CRAOE ... .. D .. 895 ...... ........: 890 . .......................... .. . ..890 ' .. .... :..885 :...:. :...:..:....: :..880. ... ...::....:..:::. ..:.:. 880 Y .. $� 0.e .. i : :.............. :.. 875 : . . . . . ..:. �.d:..:..::.:......:......:.... :......:..:..::.....:.:. . to �d.:...t�n ...... i i i 875 : 8+00 8+50 9+00 ..........9+50 10+00 10+50 I1+00 11+50 12+D0 12+50 13+00 13+50 14h00 t1+fi0 15400 15+50 18+00 18+50 77+00 PI*NEER,w nw ,.,.Rnx D.rvcmn.i.�vnavnws'"IF 1)601-1910. m..M :rymmun.qu...rR Mµ v.. xw.xuci.u.:m..w iwi05xFaT conn BJW DEVELOPMENT CO.,LLC. STREET CONSTRUCTION -I1 srREErw SAPPHIRE LAKE 3RD ADDITION q•2 OF 23 B.o°m 1.0.%EVLI l F,AN.5.5(1.1 P\RMINOTON.I.RN Dmlr nnn�PNMT>fny.v.n. ................................................................ .................... N^ N+ Lr)- O: N: O. V7. O. N: rn: rn: m- m. m- m� m: g , �n QK Yo z a s o a s q 8 �o If ¢ ........................................................ D4 t I "Z9'f9fNWLS ................................... ................................... ................................... r ¢ \ :I: I .......... . N, o0 66 ............: a 1 R a ''p� \\ ;•_ 2�� :oo iee ::: :.:g W4 Off_........... R 1 . ��. .: \ \ BB ee ff� L ..00... .. x d I i I u \ \ 4•� � OO 488� I� � �. i\ t P I 1 1 0 11i 5 `C y OO... .. .. ..R L il,I O I ' 00488 F Pal: ..00488 I R m rn ell ({0488 N � l• �.,r'"�"'�� � ���00188 :::fi MIA eeee............... ....................... ......... ....... . ............ s i '1 - qa : k8088 1 \ mZ G ® :x $ / ke 088 ` c- / 48o8B .. ... .. . i ........... - .. ... :R unix 81 .s #ALL` ... a r a i .. '.: ... ..: SL I N, O ..N O Ln: .. O.. ..O.. ..N Es m m: m: 03: ........................................................................................... r EX. STREET LIGHT (TYP) PROPOSED STREET (Ij�} ; 1 j I 1 7�'-awE aT A — --- LIGHT FUT. STREET LIGHT - Prga'... (TYP.)/ Fz]``. Q. 9 1 �� i MDTFI ST W_-�..•�� �t $ 1 tF' 1 1 2 F25 -4w 1 s T - Fza / 4 � _I B ,. F30C— �..... I �4 F31 c - .. .. , ! F2 ' 6 j , OFF STREET FLARED ` °�.�� ` FBB TYPE III c7� END STRUCTURE BARRICADES (TP.) 1 \` s Fss 1 �' L1114l4 7 •}•� MARKER (FE) SIGN Fa] E EX. NATURAL Fse OFF STREET MANHOL AREA (NA) SIGN OOTLOT B FUT. STREET LIGHT STRUCTURE MARKER e s AREA , (TYP.) FSP``. J `, ,,2(MH) SIGN A cery � OFF STREET MANHOLE �.; ( j .i FARMING ON�rawvEsor 9 ` STRUCTURE MARKER FI Do +I` (MH) SIGN / Flog'., , Fs] � i � 4 4 G F. FaP OFF STREET FLARED j NOTES: —-- — 5 END 1 SEE CITY PLATE EN 01 FOR STRUCTURE MARKER (FE) SIGN MARKER DETAILS G 4 i F4 � 2. SEE CITY PLATES GEN-04 GEN OS FOR (2) TYPE III STREET LIGHT DETAILS 4 T v/ E BARRICAD ) 3. SEE CITY PLATE STR-24 FOR BARRICADE DETAILS 4. SEE CITY PLATE GEN-13 FOR NATURAL r.e'=cwa /.- ,,ee MANHOLE AREA SIGN V '*i OFF STREET STRUCTURE MARKER (MH) SIGN j NATURAL AREA I I Fq t 1 OFF STREET FLARED rt` "`�:�' �•,� ' (NA) SIGN 1 ! END STRUCTURE (TYp•) - MARKER (FE) SIG — k r _ 0 60O 60 1� GBAPNIC BCALB W PBBT BENCH MARKS TOP NUT OF TDAT CORNER OITC CK LOO7.BL I IT J,BLOCK N TND AD E Nffi .42 ITP4 F PIO \EERETI�L ,m TDP NUTUT OOF HYDRANT AT S.E CORNER DF LOT 6,BLOCK 4 IN TND ADDITION. ov.mo;wen;unw.wn,;,.v m..vaw E1L'V�BOO.Bt 2—.-n. •iFsl-lila 1=7 N,ry ,�» F.F m„ BIW DEVELOPMENT CO.,LLC. weea.xa,na.wnussz9 '•'6X=nR �T""''"'� SIGNAGE&STREET LIGHTING PLAN 0519165TH STREET W SAPPHIRE LAKE 3RD ADDITION 6.0 OF 23 ww.pimuercnF.rom IA%FVif IF,MA SSOu MIND�ON,MN Ovrr Ptnm Potlnc�;;e>.+. __________________ 213TH sIREET IN \ / } } } +r + + LEGEND — \ `�-.I 1 1 / �� f +{+ + + �• ................... NCE INSSPECT k MAINTAIN DUmMNG�CONSTRUCTION. CAT 3 BLANKET FROM BACK OF CURB TO ( — Y• --�_••�•�y 1 / / l () I i +i+ RIGHT-OF-WAl.TO BE COMPLETION OF SIDEWALK CONSTRUCTION. TI A SUMPED RIP RAP PERMANENT ENERGY DISSIPATER,INSTALL WITHIN 24 HOURS AFTER CDNNECTON TO A SURFACE WATER -__,�/ \_ 1 f fir•" /` „\�J Q CATCH BASIN INLET PROTECTON TO BE INSTALLED AFTER 1ST UFT /)' __ ��° /`•.\ `�• I OF BITUMINOUS. CA 1CH BASIN INLET PROTECTION ✓ \ ~~ OO INSTALLED WITH CATCH NOTE:INSPECT O MAINTAI BASINGRATE. tt`� EXISTING mom CONTROL J F:'. FENCE DURING CONSTRUCTION(1W.) ( CA1CH BASIN INLET PROTECTION \ J/ TO BE INSTALLED ON EXISTING DEFEAT B CATCH BASIN GRATE. ------ , - -\• 444 � ROCK CONSTRUCTION ENTRANCE % PQHMANENT NRF RESTORATION SHALL BE ONSI IN ACCORDANCE WITH MNDOT TSEE d O(TU 25-1 TING DF: BENCH MARKS it°'• MINNESOTA STATE SEED MIXTURE PER A(MMC t --- LOT 7 BLOCK 1 IN 2N TOPP NUT OF HYD T AT S.E. SK MSU ILdH SHALL BE ROADSIDE) 83�,TWE�1 O CORNEADDITIR D __ °.......• \ I - \ / COVERAGE OF THE /y TONS PER ACRE OR PRO EW L AND d ELEV�B9T 42 / ANCHORED IN PLACE OR APPROVED EOUAL, TOP NUT OF HYDRANT AT S.E. �- INT I x CO CORNER OF LOT 5,BL=4 IN 2ND SURFACE AREA DIS"DOT 3MH,TE 3 30 WW-RELEASEFIRTLim. ADDITION. N MINIMUM 0INSDI.UBLE ELEV••900.81 NITROGEO350 05PER ACRENOM /f MAINTAIN EXIINSPSTING I + + 4 3 \� PERMANENT BASIN SEEDING SHALL BE DONE IN EROSION CONTROL + + + } j ;•j /' / ® ACCORDANCE WITH MNDOT 2575 R 3876 CONSISTING OF: ' \ \ \\ ✓/ NET BASIN BENWAN)FILTRATION BASIN: CONSiRIICTON(TW.) + + + + \ \ MINNESOTA STATE SEED MIXTURE 3 261 (STORMWATER SOUTH AND WEST)AT 35.0 LBS PER ACRE ABOVE BASIN BEECH TO HIGH WATER LEVEL 1 SPRUCE STREET 1 rI MINNESOTA STALE SEED MIXTURE\\ (YEPRAIRIE PRAIRIE GENERAL)AT 38.6 LBS PER ACR ACRE. + + + />\ OLCH SHALL BE MNDOT 3882,TWE 3 2 \\ + + \ TONS PER ACRE OR APPROVED EQUAL AND DISH } } } } \. ANCHORED PUCE OR APPROVED EOUAL. \ MNDOT 3081,1.TWE{NATURAL-BASED FERTIEREU2ER,18-1-8 OR 17-10-7 O 720 LBS PER 0 40 m SBO �� \ / \ \ • O O UPLANDMSI NESOTA STATE SEED MIX RE 36 211 GRAPHIC SCAM IN FBBT \ /` \\ \\ / O O PARTLY SHADED SOUTH AND AT 34.5 / \ ��/ LBS PER ACRE / \ MULCH SHALL BE MNDOT 3882,TYPE 3 O 2 / / `\- • TONS PER ACRE OR APPROVED EQUAL AND DISK DlIR11T C ANCHORED IN PLACE MNAPPROVED EqUAL DOT M.TYPE 4 NATURAL-BASED FERTUZER.18-1-8 OR 17-10-7 O 100 LBS PER ACRE REINSTALL AFTER CULVERTS PLACED SION oo"�BLANKET - ry � L ---- ---------------------- - - - - Yl PIONEER 2 H-,Pnu'IT�v< IFsiicel-1114 �.q,�.�ry�,�m�.m...•,��i., x,a. ,.,.. �.� BJWDEVELOPMENT CO.,LLC. v:581-1CNA T°0 °qp°1y i1 EROSION CONTROL PLAN SAPPHIRE LAKE 3RD ADDITION GF MenNU HeipMs,MN 55130 10519165TH STREETW �I.O 23 w`P'""•tl•mp'rom �w«". 1AKE+m.T.E,A1.\-svua Mwcrox,Mx O ru�9 r..•�,rc+•.n•p.r.. sI Q t Ll 'lh, A IL v o ,�� ir E �§ �I _ g t v 2 I1 1 7 L .............. .......... .......... .................... wz 6 dz o Ip, Pt- L,j ........... .......... a 6 �vg -j �d J't; . ............. o ILI --------------------------------- ------ ----x ------ Ao NOUIGUY NE aXVI HMHddVS 'D-I-I"OD JN3NdO-I3A3U AVE[ Id Et ........... VIOS INNIWI 'NOIDNA�JV.j 'N Vjj [T, 'NO]' 'NO! —ivmivv VIOS INNIM 519 N N, 3,N N M )NIA�JV! W� ss, I N Iwdv:I :N 0 NVIS N019 IN W21tld s o N3, ,j ON '.31311'111 11 J-1 31v I.-- IN I 11'�i —3VM tl INI AIoN .......... XJ A .......... s vu, A, 'N,,-)N:III,'dVi _'VIOSINNM 'NOIDNINNVi �us v S N Will, o NOMNIMMA 11 N-01MMUVA =1WtIVA: LN�N�DH 71,71 A o vX - moi 6,,,,.; —4 "Yfi J,, ........... —P A.............. it �4- +..T Q —,n 6-1 II.A'Z-' -fl.0 .............. ......................... .. .......................... — — — ,a.a«. 'i-," o n I-1 ACe., e,.e,or RI r o 1 er m, L". ra ! I r a.ne�auec � ary - �Au o v, .n a ar.. a e v „er> >\ T ''6¢✓.% O � Y w. I o I y I i 7" I �i i \ / a N 11-1 7..m. „r. „u„ ,� "- _ >..e�e�� > a<,a..,� r.ee a .e a m�••„ Ij LFANOLT TURF CI«101�T I'�_-DN7 .I /• :e li ,.mz„o,e.ws .n�o�.a or,n,AN .e r S n D_.-N[ m, na f A S-- --�� }i NO AR )F7/'I- STA, PFC Q TAI'-S "" 1 a � PE „�_ AN 0.r ytk kV CE R N i0 SANITARY SEER SLRJ E E' L..A Ul C.S RJG GVM1L i",C _ I r em.:k, a.rc1 it . 1 t'E -1 :: - _ _-c— ,moi :N_o., -1 —W,. .�` ,I FARMINGTON IFARMI`NNI FAf�f�N-f ;_!�w "AIN�n__�� ?�se'co FARMINGTONJ�f/> "_N�1TU M.f J__',"Th )�.�9�s._l) `FARM�I�UI'. (�'` r4ni,t�lC,ivN A4WNLSO fP. c„0;� ns,�r y> .n „.,9,. ,.� ... .:;����,s s.N s> a_��.��,,:.� .� �m,a s sµuwN.,- w�uo a-T..�:,., �,•nµ ,,,,s,..„:,,.,m n».4n,.�N�,�,,�. PI*NEER-v :,i�sxi 1— ITI < .m BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDON�n �.,.,,�.m., "�o.,.,::.:� n�N,w x�,gnu,MNss,zo .•ee.. CITY DETAILS ms,o,esrxsmecrw 8.2 of 23 mcng.com IAKFVII.1�.Ati SSOfn MMO'fON,MN I I \I - v it \��.•ice/ .— <—.—_.>� i ����_J ........... . I I y i I < IJ PLAN _ 6 —f ._. n` R ml w 1`j �� �o - I A,FF /— N. �y _-- J , a ) tcL -- - 1SG� S _. .T < x<o rNDn n -- ,,,� °^, -- nQF A n9zcizl ';� 5 ANCAR HITS ",' -----'Il NUn�J a Ai�S 01iN ScV f„ANH�I F C �t.Y;. II IA!:10 L T'll M SLN'LN C Oh 1l A4F OL_ I E CFN WUi N'PON MAN-LE fARMINCTON �I FARMINGTON. FARMiNGTON w,rN ENI—M TCP sa � J: FARMIN4TON a `cec n As^ U4 AtKPAh.,TC;(`, ,--( K`11v�, 0\ blN •SC. 4 Toy°�' CL•G�FAR IVYT�„N 411f\ ' r v,Rf. NG'J'v. fdINN_SA �sT Wf �I o..eL AN I ' t T rt W I� ....... _.__— .. SE 11 .fid c ;z ..� L— l L — _ - ._ .TIAN?RG G 7�1Y.$ ice<. k GTAN ARD L);-TA II,� (.•AT..N E3AS. - i.,— w,:a.fu: �•TCH DOUp I CA H 9ASIN p3o; KumTNCol)FARMINGON �`r'T' �8hNOTA 10N, N41NNE111.111 SOTA ARMINGTON MINNEO'A1.. Mll.11l n.,.,wo-n..,ro>senrvecros\ze:a s:uv+xv on+,,n-n-xx, u.,s .?.a srnvr✓aes\zo,r x,nraxa ce..a,.v:r.er., x\susv.sesVo,a z.umwmc zo:a zru..w .u, ..,.nw.woz\.o:r m ,wos\=o,y z:uuaw u,u.,w.+Es PI NEER ,.Iasilssl_i�la w. BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION in<�ax.x lsnu,MN sslao "'""j"" N,a . ... Non CITY DETAILS roswlesrN 1—W 8.3 oP 23 I.AAPVA I.P,AA Skue PAAMINdTDN.MN p v,v genu+Pn.,nm,ry,v a. v s,gm I LAN _ ,,, �/���• r.>;,=. it<e- ,".,���� d< Nee n .71 , I ,�.(t� ✓� 4,«a.e.ft<„va »f, �',, - ✓�.: r % 11P[AN11 ly It I - ( fil C, „ N - I [( I 7�. FND_VIEW '' �¢"' I --� / No o.:_.sI,,.Ln..,.•<el<.<a. j t z �4. [ 1 _ U j i.Ev71.L-LA a�,A<I<.,:<I< rp v _W.. .,., IPS' i E v 21 11 w ���:—..a II s�,a 5/n• D Nc S.noN NcrF 1 SE / A o F 1:M1 ve R-J bb J -a I.zei 2 ntal PP S e.'9 / e e„ 1 AN111a rnTi[,q r r r :?,:T ''ll� ra onRL p Tal ( -. AID l L LCR!' "�� _ U:NI .L AP 1Hp.E IFARMINGTON' Tuft FARMINGTON FARMINGTON ;FARMI�I GTON _ rc "Tz��'�°l, '�� nl<h11.1v'TOfv UI'VNE�G /\ I __. rARMNGTON MINNESO 4 Il'T4�1 r <a^ R ! 1 I I e .. i 0 0 b Dona tlum J O,n ( Icta n- .sec'o c AE BENCI HTAIL. 1 � O { 4nm er rp hi N 10 Or S MMR IITLEi � FFN '.;._PFT9!?•. T:;<. i , I m r p \ ` < 5 DETAIL -Jsc/ j �y -1 is C '4NP L f-AN IV D_WTee cl(\•moLe Na.3 so Ir o,sTo-Isskic,e.er- II CLF 22<LAIL 1 < ^•<m .m �� �w�wre aeta�s. _ ..... l:, -- v rv4nkC ni-, co m,9 --- STAN- RD D.0 LS- srnr�onae ck7.ICs -- 'C rcH„J1 4(B OhPI )r'!?L •„_ DIAN L CLEAn„LI l' I 1 ,_ .R S(WER SIN.-R SlRlc Lft ( PJ!xC BENCH I Ff _ 1� :FARMINGTON 1�--„-„-J FARMINGTON r FA INJ,-,N MINNFSO A FA sTo n s 1 FA -41f(;IJN MINPIC`>Jzcte n12M,NGT(1N, MINNESvTA — 'AIiMI'yGTON, VINNE�OTA „„q l-.__._._ [_� - - �.�- �- - ��� ca wm',zpl •.wnwa,\'z,to s,»unx'e a uL r,•*[s\ x.,s.we:w.c.. s,I -wvvn.. .,,<, �H..Rn-, x:\s,xee,:Tus\Ee,a,isrmMfs\ a,nwwo.e,<n,•:.„ rc.\,„+tu+llr\za s u. x Ir ,w r,r�u:as\ PISNURmonmme as Mlerlmve TTrvewre.,.un<,.ivrvm.r.(Z);1-1914 II<.,p.enlu ewwl•pu..,pmw•aM N„< ,axrvc,, 1.4.pns23 BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION Mcnldn HtlfM1u,MN551]0 «,�„E,tlp,,, ...�o,, CITY DETAILS ID519165TH STREETW 8.4 oP 23 IARFVIII F,MN 556if P.1RMINOTON,MN Omlr T4mn�sntl;��,mc P.,. � N o �i _.\c u IIIbrI ___ __ ... ...... \\� xmz it l� m o o - E o.E - I� �• r z li G O W s 2I F � F E it W 4 r • Z 3 \ / I O JJ 3 � f iE e I r G�3 _ 7 s �. /�� (// �.• R iL = J c E IIS m 3 � 3 I —1 I �2 01 s g I, IIE E ZO a ao � � me ILL — -- — s mHtjAl I o �?{r i A�' :�--�� - III✓ � ,i � .- F E r �_� 1yy 4 I f E E 8f - L g 0 3 i I l u I yl c � 1 S L P. - __ - __ �j f� ...................................- ......................... ........................ STR L gggj7. clioN AP A N "LN j .................... ............. I'veway `>< I (IN 1 Fc-; SFC701, R R A NQ7 Y- ........... SF C1 )N A-A" 5.LCTION A-A ....... .................................. .............. ......... m IESPIN711.I COICIFF �IRC.N Tg'�TA'IRAIIIT�11jl - PE,,151T A���AW Wl 1111AI 'F 1. ASIF 11F 1,11e) FARMINGTON 1 11-W FARMIi FARMINGTON ..................................................�,.,T�� —-—----- ............. FARMIN R tl/M'_01 N, M I N N G 1 ON s T A W,'f,4iNG[ON, ViNNIFI�01A _JE!� 'L ................ pw U. Ro S' SECT__t� ��,PLWAHK c cily WNW, mgggw k A C IN— ........... if I k ARQ f)FlNU 2 TRA!L AN,,30f—K�LCT -C15--1"Ayo(IT UTUtt LArOW 7� FARMINGTON jr—'i �iTR INGTOi FARMINGTON, FARWNGTON, YINNESOTA a ARMIN WIN - 3 NUION, MIN -,TR 2 PI*NEER,v'mwnw 2412 BJW DEVELOPMENT CO.,LLC. SAPPHIRE LAKE 3RD ADDITION_F8 6 231 CITY DETAILS -R_ ........... .............-- k i X -------------- --------------- L- W T E, ,l,! bl— ........... ,cz�, 1.----SlANfo4fRl)-,'EA �7ANDAFL 101AT16\ll'All�S,'IV"--s FA Jl FARMINGTONR rop ,B Przor,c N K c�`C)-N--.--VINNESOT,� Nl,,7 NllrJNESOTA ................ -AwN j v 1 0 0 it "M iARMINGTON F)�RM114CTON. VINNESC4. X PI*NEER,V-mwnq BJW DEVELOPMENT CO.,LLC. SAPPI41RE LAKE 3R 8.7 L J3 2422 CTTY DETATLS "__,aADDITION 12��.ARe,em sswa ...... — � 11-1 ce o.ta 5 ry urae4xos 1 oa•Ne / I / 1 1 e se,R s 1 i \ it -- --- .... iA.„T ...... I�tiL L TA 1.. �r rP:Oqk S — �'� STAP AR A.Ls 0 —,.. - L nti -nvt zr R Ii.N - J� )''i LAP FYU sEt,ON ER'1.,1.'IN CON RGt ,i Ll[[J CCN_TR�„t:,;N CY'r EF S7 JNTh., N)N GAI„ N FARM�GTON - FARMN FARMINGTON — IFARMINGTONi� RO C11 :tR. FA{f,(, ION I JNES i 1 [ Fe �� r:'. JiEPo o - Jig F ti�iv,,T Nv P41NNE OTz\ ,(RM1'JGICJV MIIVNE-�TA : TT �r rzv .I.F ... - _ em„prncr v-, o.. T 111 m n. ia —l� '.A'^J WIN f e. F .ecew II iP a—wr> nuv4+r sa 4 s5 II TEMPOP "21 SEQWJI,C)N NAS Y.... o�a,P IL 1 \ mw v �”— _.......u.,...e. � �...,.,.�.e.,. y J n STAND PPP DsTA:L T \ _ c eoN..c c,ev ...... ._. _ ---; _.... ..-_. ._ _ __ _ _ TAN4Qa lA - -:-A.;.u„ -:::::::. ... sAu_n _— - _ -- Av Pk�OTE TICJJ J_\'rf F 1 . O vFC ' rr rNV—� (_..,—,, N,;. , LOV. .,:':LWFv �� INIFT ��' v_= .E^IM_Y CONTR 'LO �I , I '._If L G rllG,l \�A N ......_ . .._ FM O(Al i l �M�l4 4-3 5 N Ji,.. , - - ti OM1_Ah' ._......_ _` r_— :. L LO �l— _ „_ u o,tn FARMINGTON AR✓i NGT: MINNESOTA= _ IFARMINGTON` FAR'v.IN'Tt,N AINNESOTP / I ofs �F� FARI/liv_I G' n J R0-12 1, F�N.�.®/ - n y MINNE �-AFAnUIVGTC�J MINNE�GTA ERo 13 F.. = �. .. �� _ .l : ..\.,."':nm,s\.e:,,,.„,..wt\,e,a-ll x,�. . .:n•.,« -.�\n a:-µw+os\,o,y,..ww,_et,.,,>,.,.. .\s.,. sm,".,,.zees\=,,,s�.,�.�,o.w.R,�\ x.n �:\�,s,.,,.M«rs\M,a:, , ,., ,s fPI*NEFRev-weqw BPV DEVELOPMENT CO.,LLC.u,rnN ssf=o - ^� SAPPHIRE LAKE 3RD ADDITION teem CITY DETAILS nsle lssn+srrs�E-rw 8.8 of 23 wy No IAKEVII.1 F,MN.5.5Wa MINQEDN,MN 03Y,S�Lm'1 n,:n�my.v a. CITY OF O 430 Third St., Farmington, MN 55024 FARMINGTON © 651-28o-6800 Farmington MN.gov TO: Planning Commission FROM: Tony Wippler, Planning Manager SUBJECT: 2021 Meeting Calendar DATE: January 12, 2021 INTRODUCTION Attached,for the Commission's information is the 2021 calendar of meeting dates. All Planning Commission meetings in 2021 will fall on our scheduled days (second Tuesday of each month). DISCUSSION NA ACTION REQUESTED None, this is provided for informational purposes only. ATTACHMENTS: Type Description ❑ Backup Material 2021 Meeting Calendar City of Farmington 2021 Meetings, Holidays, Pay Days January 2021 July 2021 CITY OF 5 M T W T F S S M T W T F S 1 2 1 3 FARMINGTON 35 6 7 8 9 4 5 6 7 8 9 10 10 14 - 16 11 12 13 14 15 . 17 17 18 20 21 22 23 18 1'16 20 21 22� 23 24 24 26 27 _ 30 25 26 27 28 290 31 31 February 2021 August 2021 S M T W T F S S M T W T F S . 2 3 4 5 6 1 W 3 4 5 6 7 City Holidays 7 8 9i10 11 ® 13 8 9 10 11 12014 14 15 17 18 19 20 15 01'6 17 18 19 20 21 .City Council 21 23 24 ® 27 22 23 24 25 26 271 28 28 29 30 31 .EDA March 2021 September 2021 .Parks and Rec Commission S M T W T F S S M T W T F S 2 3 4 5 6 1 2 3 4 Planning commission 7 8 111-12 13 5 6 7 8 9 "q 11 14 16 17 18 19 20 12 13 14 15 16 17 18 RRC Advisory Board 21 23 24 U5 26 27 19 Ob 21 22 23 241 25 28 29 30 31 26 27 28 29 30 Mwater Board April 2021 October 2021 Pay Days 5 M T W T F S S M T W T F 5 1 2 3 1 2 4 6 7 8 10 3 . 5 6 7 . 9 11 1 15 16 17 10 11 12 E14 15 16 18 20 21 24 17 . 19 2021 23 25 27 28 29 30 24 25 26 27 29 30 31 May 2021 November 2021 S M T W T F S S M T W T F S 1 . 2 3 4 . 6 2 4 5 6 . 8 7 8 = 11 12 13 9 10. 13 14 15 14 16 17 20 16 18 19 20 22 21 ® 23 24 25 26 27 23 25 26 28 29 28 29 30 30 31 June 2021 December 2021 S M T W T F S S M T W T F S 1 2 3 . 5 1 2 . 4 6 � 10 11 12 5 7 8 9 10 11 13 14 15 16 17 19 12 13 14 15 16 17 18 20 22 23 25 26 19 20 21 22 23 24 25 27 29 30 26 27 28 29 30