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4.11. SR 03-16-2015City of Elk River Request for Action To Item Number Mayor and City Council 4.11 Agenda Section Meeting Date Prepared by Consent March 16, 2015 Zack Carlton, Planner I Item Description Reviewed by Final Plat: Benzinger Properties, Inc. for Prestigious Jeremy Barnhart, Deputy Director, CODD Woodland Hills Third Addition Reviewed by Cal Portner, City Administrator Action Requested Approve, by resolution, the Final Plat for Prestigious Woodland Hills Third Addition with the following conditions: 1. A developers agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the plat for recording. 2. Surface water management fee be paid in the amount required by the city at the time of final plat prior to releasing the plat for recording. (currently $220 /residential lot) 3. All comments in the letter from the City Planner dated March 11, 2015, be addressed and incorporated into the plans. 4. Street lights shall be installed as required by Elk River Utilities. 5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completing all of the improvements and having them accepted by the city, a security or warranty in a form acceptable to the city engineer will be secured. 7. A development plan shall be approved by the city engineer prior to the issuance of building permits. 8. All mailboxes shall be clustered. 9. Any item or condition found that indicates the site is likely to yield information important to pre - history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Background /Discussion Case No. P 15 -02 The applicant is requesting Final Plat approval for 16 new single - family lots in Prestigious Woodland Hills, to be known as Prestigious Woodland Hills Third Addition. The preliminary plat was approved in June of 2014, and includes 111 total lots. The current proposal includes the creation of 16 single - family lots and two outlots. Outlot B is reserved for future development and Oudot A will be dedicated to the city to satisfy the park dedication requirements for the subdivision. The land dedicated to the city will provide a buffer between the development and the great northern trail P a w E R E U a r NaA f RE] to the east. The applicant has expressed interest in a trail connecting the subdivision to the great northern trail. This will be discussed during future additions. Financial Impact None Attachments • Location Map • Final Plat of Prestigious Woodland Hills Third Addition • Construction Plans dated February 13, 2015 • Staff Comment letter dated March 11, 2015 N: \Public Bodies \Agenda Packets \03 -16- 2015 \Fina1\x4.11 sr Woodland Hills Third.docx Prestigious Woodland Hills 3rd Final Plat Case No: P 15 -02 ERiver PRESTIGIOUS WOODLAND HILLS THIRD ADDITION xw � /et 5serlMxld l� !d, F. 18. F Vj /� Jhn kA LBnur T \ L `f _ N10YM'u9'E 1/ � a 4, n -.'6L96 / u ' ' " `/ e L 3'422]' INSET A -SEE I y1V \ / n V • CBrSC. �qW.-. S91 5 51'SJ'f SNffT 1 OF 2 SNEfIS �p R R � sy'sg's!'W r � / ;OBT)9'19'W --1266 sge.oe 'lo'I6'E -6 111 to V� -I SB9'IaYy'W 16x.20 A v I ✓ do VV T2 VICINITY MAP NOT TO SCALE ^I SECTIONS 2B & 29 TOWNSHIP 33 RANGE 26 PROPERTY LOCATION LBnur T luuBRO� �p R R I \ let It � \ L) I rl r, r- I A/ n n r \ ot,\ 1JAL -rl rl llT /CAI \ i�l \l_l / IUUI l lVI V N I�N'I \ ,> SCALE: I INCH -- lOO FEE!~r ` SCALE IN FEE! w \ f \ rC' m8 A \ ourLor a >c rs �m KNOW ALL PERSONS BY MESS PRESENTS: that 8—ft get le do file Inc., a Minnesota comooU- lee onner o/ the /allowing desc - poperty situated h the County o/ Sherburne Vote of Minnesota, to wit: W bat A, PRES —S WOODLAND HILLS SECOND ADD —. according to the recweed plat Morro, Sherburne County, Minnesota. used the some to be surveyed and dotted oa PRESnOWS WOODLAND HILLS MIRD ADgnD ontl does h_y dedicate to the City o/ Elk A,- to public uae 1—Y, the pubic ways oe thole, on this Plot . And a o ded Iml, to the City of Elk Rive for pubic use to,— the easemmfs as shown m fhr's Plat y drama9e and u rlity purposes only. witness eh—o/ said Benzmger Properffee Inc hoe caused These presorts to be M9ned by fle pro,er o / /icer to be hereunto a / /fixed this ______ tlaY o/ ----------------- 10______ BENZ /NOER PROPERDES. lNC sr— � MINNESO lA ct N,, OF ______________________ Me /oegoinq msfrumenf nos acknoleledged boded me this _____ day of ----------------- 20-------- by _________. an CMalf or ____________, or Bennnger Prapnriee Inc., a M�nnesnfa corpwarion, the carpoafian. (Printed name)_ _______________________________ Notary Pudic, ________________ Countµ Mnne d My Co hhhbn Expres ________________________ nerebe certify fhof I rveyed and platted the lord, e, directly supervised the ro pnq — plorrng of the tole described on f is plat as PRESpLYWS WOODLAND HILLS — ADDInW; for is plot is a designoted on the plot, rhar all hommehld depleted e, the blot nave been or JI be comecfly set with. 2.e par of the dote of recordfnq; fhof os of the dote o/ this mrifiicohon, oh net Iona, and wafer boundofes and all pudic ways oe shown and labeled as defined in Minnesota Sfafufes 505.01, Subd. 3. Paul f Otfo. Lontl Survey, Mlnne,ole License No. 60082 ct u,, IF Me /oegoinq Surve a C —mote le08 ocknold.,ed befog me this _____ doy o/ ----------------- 20_______, by Paul E Ott, Land Surveyor. Minnesota License No 60062. (—led name) Nolory PuWtc, ________________ Caunly, Min,emlo My Conmission Expires ________________________ Approved and accepted by the City C-0 of the City of Elk River, Sherbume County. Mhnesofo of o meeting held fhfs ________ doy el ---------------- 20 ------- Mayo___ _______________________________ Affesf: --------------------------------- hereby certify fhof proper evidence o/ flfle hoe been preae,fed to ohd exomhed by —, d I herroy 0 approve fhi9 plot o9 to /arm ontl execution fhi8 _____ tlaY o/ ------------------- '..� lo' Easn•e.+r pr Da. xa iesa� s]�vSIFT �. i f ; ^y \ / �____ �F______ __________ ____- o r flk lA'ver ei fY Affaney n / - 'z ]T_ i / r „ _ - Pursuant to Sherbume CwnfY Ordinance Number 006, l hereby certi /y fhof fhrs plat has been checked v - - - --__ __- ___'pL y-;z \ + � one approved as o amplfance with Chapter 505, Mnnesofa Sfafufes .1 _____ day or R c /$ J'J a � N89ro1'11T 1105.59 \ o e..mrlen�,�. Mai ,el an by _________________ Sherburne CounfY Surveyor Hereby codify foxes poyeble fn the po _________ on lands here!, adsorbed are potd m A,h, antl !hoe oe no delmauent foxeA ontl fhof front /er was entered this _____ day of --------------- 20____ Sherburne C hly Audifo /treasurer I hereby certif/ that this mst—t was Mod kr the office o/ the C—ty R—o, for retard on Phis --------------- 10____, a I ___________ attack __. M. and was Y corded Sherburne County Brooder Q7? bglneers & LF,d 5urveya8 Land Inc. PRESTIGIOUS WOODLAND HILLS THIRD ADDITION INSET A ma 196TH I I I I I II II 'I I I II _ -- 6 III II 7 I �I I - - - - -1 r I 5 I -e - -- - - M 1 2 W 14 4 5 I I I I I I I II I 3 it & WW wl 3 22 1 I� g l I I 1 1 1 1 7 4 h I 3 I !" II 'fin I �$ II 1n 1 1� 11 f I L /i_I�v L__ - ________J L___ J L___________ - ____ ____ j t- ma I I J 6 Rat 00 0.o- , N SCALE. I INCH = 30 FEE! SCALE IN FEE! 196TH I Ie I Ir I _ -- 6 III II 7 I �I I - - - - -1 r I f, I -e - -- - - I I 1i0 X011 I I I J 6 Rat 00 0.o- , N SCALE. I INCH = 30 FEE! SCALE IN FEE! 196TH C.,, 95 C.Nr9.=N L =JJS 6 R =1560.00 . '17x6 E d_ -- _ -- L =1009/ R= 1560.00 4= 3'/1'21 C- 100.83 CIS— 1 S65'S1'S26a'f d.13'aeY>' -L -- 1 a - - - - - -1 r I I I I -e - -- - - I I 1i0 X011 I I I I I I I I I I II I I , Io II 5 Ie I I I I I I 1 1 1 1 7 4 h I 3 I !" II 'fin I �$ II 1n 1 1� 11 f I L /i_I�v II % \ _L ____ ____ j t- J_..L________ I I J 6 Rat 00 0.o- , N SCALE. I INCH = 30 FEE! SCALE IN FEE! wA1NACr AxD ununlEA luE rs A6r slow mus re o I I o —I I J L___l____ 1 cs Axo �Ixcss rtFr a. WDM.1� ESS OMERIXSE INpG IED, AND ADJD'NMC LO! LINE$ AS Llnw 1Ni ME 0. <! Q7? SSOCIAiES Engineers & Land Surveyors, Inc. _ _? \ I 10 \�" II % \ -" � 18.10 •1a'W i 5. \ \\ �' a0 W t]D'92 155.1 ''�'o' 616'J5'al�W wA1NACr AxD ununlEA luE rs A6r slow mus re o I I o —I I J L___l____ 1 cs Axo �Ixcss rtFr a. WDM.1� ESS OMERIXSE INpG IED, AND ADJD'NMC LO! LINE$ AS Llnw 1Ni ME 0. <! Q7? SSOCIAiES Engineers & Land Surveyors, Inc. PRESTIGIOUS WOODLAND HILLS THIRD ADDITION ELK RIVER, MN 11 "1 YLI N DEVELOPER' BENZ /NGER B> COUNTY ROAD NO E ROGER, MN 55330 PN (]63) -428 -3039 VICINITY MAP SECTIONS 28 & 29 TOWNSHIP 33 RANGE 26 PROPERTY LOCATION A NaT I N A asTH a 1 i nN n'T� T ,/ C eaa� zuu cY 'Aao rvw. II � k R 1 SA PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE CATION OF ALL UNOERGROUNO ITII/] 1 "" 4H HOURS BEFORE DIGGING: GOPHER STATE ONE CALL T11 1111 MN TOLL FREEA 1G- 5800521 -ol6 GOVERN /NC SPECIFICATIONS THE 2094 EDITION OF MINNESOTA OEPARTMENi OF -11P0111111 1, STANDARD SPECIFICATIONS FOR CONSTRUCTION ". 2 CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPEGFICATION 3 CITY OF ELK RIVER 0£9GN S ANDARDS LATEST EDITION INDEX SHEET HESCRIPT /ON m VER SIEET 2 SANI ARY SEWC1 & WA TERMAIN - III TH LANE GRADING PLAN 5 STORM WATER POLLUTION PREVENTION PLAN 6 OEAILS OE AILS 8 OEAILS PRESTIGIOUS WOODLAND HILLS THIRD ADDITION I COVER SHEET IPRO 14.0418 bAg- I °NE Ce„iTI. ;(� TTo S',)_­ , " BENZINGER PROPERTIES cl, 63/23 ELK RIVER, MN SHEETNO. 1 OF 8 SHEETS DTE 2/23/15 N \ 6 7 8 v 1 5 \ 9 \ i 4 1 A RISER AT END 3 SN v HISER HEI ,1 A im o m 10 \ - °° - 0 \ n 1MHS SDE DE v LNE ON I LU 6`XN u•� SBE Rib a. P4C Lene t s —�— 2 4 � A TEL- � `. 3 oUTL r A C-; z C) / \ A / � , FEE FF FF ,y( ���� F 1 F F LET FELL F F i 980 980 NOTES'. ALL D.I.P. WATERMAIN SHALL BE CLASS 52 9 T H LAN UNLESS OTHERWISE NOTED. 2. ALL 8' PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 970 970 3. SANITARY SERVICES SHALL BE 4" PVC SEE 26. 4, WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5, ALL HYDRANT LEADS SHALL BE 6 DIP CLASS 52. 8. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS e J W AS NECESSARY WHERE M HAS BEEN LOWERED TO 980 E, AVOID CONFLICT WITH OTHER UTILITIES EXTENSIONS SHALL BE CONSIDERED IN TO HYDRANT COST. - 7. INSTALL HYDRANTS 5' BEHIND CURB. -P 9 II 8. "HYD RAFNDER" LOCATING DEVICES SHALL BE INSTALLED .tt N� CE a� m E £ Mp ON ALL NYDRANTS. FOR EVERY 5 HYDRANTS INSTALLED. 950 rvm i 950 ONE EXTRA HYDRANT LOCA71NC DEVICE SHALL BE DELIVERED TO THE ELK RIVER MUNICIPAL UTILITIES, PROPOSED CENTERLINE PROFILE COST SHALL BE INCIDENTAL TO HYDRANT INSTALLATION. 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ELK RIVER DESIGN STANDARDS LATE51 940.... r ....940 EDITION, 7 F77T I CENTER T"i 10. CONTRACTOR SHALL STAMP 1ON AND /OR "TERN CURB CONNECT i0 EXIST PROFIE 3q INCIDENTAL SERVICE OFSS U B STAMPING SHALL BE WM __ .260.4E 8" PVC @ 0.45 a 80 F B P C ®ZD % 6 ®F1 409 C X01 LF 8�. PVC Q C' 143 F 8" :PVC W 0.4 5% - a `" �' DEC n n OR LL WM WITH 10 OF COVE FROM SEA 2 +80 -3 +45 o > ..920 ° TO SEWS .18 LEARMCE. z z z y. z z _.. FROM SEWER SER ICES 910 900 -2 +00 -1 +00 STOKE 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 3 +00 9 +00 lo- --- JB. PRESTIGIOUS WOODLAND HILLS THIRD ADDITION SANITARY SEWER &WATERMAIN PLAN cHe ': :- TTO L T' BENZINGER PROPERTIES 196TH LANE ao 14A 0418 Cso 'L J66235� ELK RIVER, MN SHEET NO. 2 OF 8 SHEETS ��� 2/3/15 N I 0' 5 4 3 I 1 2 \ 6 6 69 \ PRI 170 0 2+ L = 241.9 6,6p �F, ,Rp 0 STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE SIZE CASTING CB1 24 "x38" NEENAH R- 3067 -V CB2 24 .36" NEENAH R- 3067 -V CBMH1 45 . NEENAH R- 3067 -V CBMH2 48" B NEENAH R- 3067 -V MH, 48" m NEENAH R -1733* MH2 48" ID NEENAH R -1733' MH3 48' m NEENAH R -1733' -- TIDR EVVE- 6+7- - - 96p PI S 7 +48.03 2L L 1N0.60 / 9 950 S� 950 � Q oo a 00� a1,c0 az /� V 8 LF >2 > p R ® 09 N uWi I 9 5 L 5 z 5. 940 O o P A 31 0 .38 7-1343 e N 1 R = 1530.00 L = 80.00 F- 930 3 R \ \\ sr 1 RP�cPOES ErgEi+ 9P -IRE =8oN 9 F 18'.. 3 eT srvR 5(LV1RB F E[s2 E \ \ \ ��0 \A i �wsuN / a RCP 0399 8 R FESWN ° C RASH W_ \ \ i y G R t E R PR AP 92p o� Q V a6 F ARE v ;, -� 9p0 900 50 -1 10 0 -10 1 -90 2 -10 3 -90 1- 00 5-0 980 - -- 96TH LAN E 980 - - - -- 9,p. STORM S- -W -R- 3+410 9,0 930.... 0 a w w PI SiA - 3 35.06 VPI STA 5 +55.00 VPI STA 6 +7 00 � � r 930 96p 900 w L ='1000 L 00.00 E- _000000. 960 950 950 PROP sEO CENT P RLINE OFILE < > a w w a 9 950 990 �g , y q 900 3 28 LF 15" RCP w 2B 18 0 RCP 940 i 14. 93p 930 PROFILE /. 10 920 18" RCP FE GRAN17E W N.RAS RIPRAP 920 2 A x s 2 2 920 s iI 910 1 90p 900 -1 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 8 +00 7 +00 8 +00 9 +00 -1 00 p -09 1 -pp 2 -p9 3 -00 9 -00 PLAN WAS PREP4REp 0 R .1 OF n F EH` � FLAT I IF TIE ° " °a=alale=�° o� 1�� Seel �IAIS, na11 ss TTO F6)DA -1 PRESTIGIOUS WOODLAND HILLS THIRD ADDITION BENZINGER PROPERTIES STREET a STORM SEWER PLAN 196TH LANE 14-0418 Cso. SSA n6319p2 � 2 23 11 LICE— NO, 4QI33 ELK RIVER, MN SHEET NO. 3 OF 8 SHEETS G.E_2/23/15 T \.4 1 TF =9A88 0 LL -9J8.B 9A1 � D�9A "1 I h y}6.N 939.2 _ I 1 r \ N 1 1 / 1 1 / !1 \ \ o ss \ I I IVA / I 1 I\ 1 I I I I N SCALD i .n E I f vmsuu s�maiiis m�Lwp .roms..us m���ml IYPICHL FULL VJHLKOUT (W O) TYPICAL FULL BABEMENT — 00KOUTV11IND -S (LO) HDIISE PAD DETAILS NOTE: PADS ARE 60':60' UNLESS OTHERWISE NOTED. TI-94D 9..0 '.3 PH — LEVEL °iv LL= 9} ,} P%XICIS ffE =D PAp p — FOR H CM.mS. WO 60'x55 —0- Anp 9iE DU,9DE ptnDE ELEV — }D.8 UNGSR ML DIRE'ESSPun°JL EU°NN AND THAI I AM A DULI � � "a PS PRESTIGIOUS WOODLAND HILLS THIRD ADDITION °"S.D. �B wPtt °N,�u. GRADING PLAN 14 -0418 O 3�6 "z'az," BENZINGER PROPERTIES E 9,n,E oYa �NNE9p,n.� „" 9TT5 063X8 -52zP ELK RIVER, MN ,£. °en}ns A Lai° sln-erpx 1, SHEET NO. 4 OF 8 SHEETS °`� 2/23/15 A V� \ N n94609a 9 INSTALL I N/DOT CAT .9 � x94 ^�^ 4TS — G- 3 EROSION CONTROL c -95�.o dI 4 BLANKET WITH TF =951.3 �9.2 G 946.0 \ �1F 99665 F385] 9 \ IODEGRADABLE, L1 =942.3 / F9695 iF 968 0 5 LL 938.5 NATURAL NETTING & LIB 940.2 SEED TWEEN CURB & Fa ss, F so' =55' /6 s5 F6 55' m o M BE F / \o \ \ °'° o .9 \ i \ \ scow r- - m• _ (PROPERTY LINE ]ss \ \\ 3� ( 796S, taNO � � � � � v _\AV \ DEVELOPER: ArTN GER PROPERTIES ROCK CONSTRUCiiQN 3R 93 4 G Sae a \\ ATM' JEFF COUNTY ROAD 8 v \ \ Yr, \ \ — , \ ROGE COUNTY ROAD BI N EN IRAN E A3 ,946o TF g4 — — \ \ ROCERS, MN 55330 9as,o a 9q o u_9ao�3 <r -�.ss, \ P PH (763)-426 -3039 I co esos TI-141 `xJ iF- 950.8 F .5 _ / o V A \ CON TPA C TOR : I I Wo 942a \ 4\ 96r9b0 �../ 2 \ NAME.- PROJECT MANAGER: 3 ADDRESS: PHONE NUMBER: WE DEUOFES INLET PROTECTION t;V -9lPJ \�Y $)YALE Q�L. y� gRANI7E 9 \ \ \ o -D -O NO ENCERE- CONSTRUCTION / RIgRAb X4IP�JN 2a H6L OF r�2 V A <' A w \ V A V A \ /BLARE �N �M1ISTAIA \ATIOI� /yep — — A`� A A A A INSTALLED OLLSIAFTERN E GRADNGA COUPLET W 9392 / IV I ( NO HEAP IP)AEyT �L Si0N5 RUCTION \ \� LO sA , \ \V- V A A V AV A A " \093 , 11 T LQWED IN �NZ /b EAI__ AA6 �/ B \ \ `\\ \ \ \ RDa a.Ar 3 \ \, \ \ \ a \ \ ❑ ESa CHI . NKEr __SUE -1.1 9 SEED mm EARRIENED BERM DETAIL I-6- o own T DE L i V VA \A\ \ _ II \ —LGRAGE SO MPnIRED WnTE Oy SEODENCE FOR CONSTRUCTION SEDI VENT AND EROSION CONTROL NOTES / BN / / I \\ I 1 I \ \ \ \ \ \� THI T t. CONTRACTOR SHALL BE FAMILIAR WIT' AND FOLLM ALL REQUIREMENTS OF THE \ \ \ \ I I \ \ \ \\ u uu nu wA \ \ )\ MPCA NP ES PERMIT FOR CONSTRUCTION TINS ECTONS. INSPECTIONS TE CONTRACTOR SHALL L. INSTALL ALL PERIMETER SEDMENT LONTRW DEMCES AND CONSTRUCTION ENTRANCE. CONDUCT WEEKLY EROSION CONTROL INSPECTIONS. LOGS THA AFTER DE COUR RAINFALL 2. GRADE THE REAR vARDB OF BLOCK Z AND CONSTRUCT EARTHEN BERN EVENTS Of O.5' OR MORE AND TINiATI INSPECTION CONTRACTOR LOGS THAT EDGES CORRECTIVE MEASURES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NAINTENANLE OF ALL EROSION 6. THE CON TRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED BA 1 I 5 PERMIT ONFE `LIFE ANE SiABIUZE DISTURBED AREAS ACCORgNG TO ixE OfuiNIS PERM UI AND AGREES iOTABIDE E, CTHEM.ACTOR ACXUOwLEDCES THE TERMS SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT k MUD SHALL BE 2. ALL DISTURBED AREAS SHALL BE RESTORED WIT' A MINIMUM DT a INCHES TOPSOL. SEEDED OFON]OL OVERLY E ENTIRE IPERVAiWS AREAONMA MAINTENANCE SHALL UCLU E eu� HOT . INSTALL UTITIES TIMELINE WI H D ]E CONTRACTOR SHALL MSTALL AND MPRiNiAIN INLET PROTECTION THRWGOUi CONSTRUCTION. S CONPLETE ROAD CONSTRUCTION. MN /DOT SEED MIXTURE 35 -tat (6t LBS /ACRE). NULLED WIT' NN /DOT TYPE t MULCH BE LIMITED i0 THE FOLLOWING: wxEU HALF FULL AND uPDu (2TiON /ACRE H DISC ANC'ORED) AND FERTILIZED WIT' L2 -5 -t0 ivPE ]FERTILIZER (550 LBS /ACRE) REMOVE SED ME T FROM SEDIMENT TRAPS AND DIT[x B. COLLECTED SEDIMENT, ASPHALT AND CONCRETE IX UNGS. FLOATING DEBRIS. PAPER. UNLESS OTHERWISE NOTED. STABILIZAION OF EXPOSED SOL AREAS CONPLETION OFNCONSTRUCTON. D(WIixIN ]1 HOURS) ES PLASTIC. FABRIC. CONSTRUCTION AND DENOLITION DEBRIS AND OTHER WASTES MUST RET`KE SITE ]. SEDIMENT )STROLEDEMCES HnVE ]DS VEGETATIVE DENS , REMOVE S nu BE INITIATED META ELV (I.E. SCHEDUUUI THE SUB - CONTRACTOR) SUCH THAT STABILIZATION ONE-HALF THE DISPOSE OF PRDPERLV AND MUST CDMPL IIN MPLA DISPOSAL REQUREMENTS. IS COMPLETED VATHINMtA DAYS AfiER CONSTRUCTION ACTIMTV IN THAT PORTION ON ME SIlE HAS HEIG T OF (WITHIN LATIN gE STORAGE AND DISPOSAL OF OIL. UGASOLME.vPAINT AND AN' HAZARDWS SUBSTANCES TEMPGRARILV OR PERMANENRV CEASED. MULTIPLE TRIPS TO THE SITE ARE EXPECTED TO MEET THIS IN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING REOOFEMENT. CONSTRUCTION MAI BE NECESSARI. 1G.SNO EXTERNAL WASHING IN MPCA OF MUCKSEORLENGNE DEGREASING IS ALLOWED ON SITE 1 THE CONTRACTOR SHALL BE RESPONSIBLE FDR TEMPORARY DITCHES. PIPING. OR ANV DEPOS TING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS WITHOUT APPROVAL By THE ENGINEER. OTHER MEANS REWIRED TO INSURE PROPER DRAINAGE DURING OR SALES SHILL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. LL. A L UWID AND SOLID WASTES GENERATED By CONCRETE WASHOUT OPERATIONS MUST BE CON NvR DEWRiERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. DONELMA NOMLE WASHOUT ON EACH TRUCK. STORM WATER POLLUTION o�EOFR�o. PRESTIGIOUS WOODLAND HILLS THIRD ADDITION PREVENTION PLAN 14 -0418 o "EOI (_,pAp �j o ,e�oa_ TTo >6 BENZINGER PROPERTIES cs0 A _ a�am sNn,MyPrs, mo_ I63X82322 ELK RIVER, MN ISHEETNO. 5 OF 8 SHEETS GP,F. 2/23/15 p IFE AS SHOWN BY ARROWS NEE PAY CAST NO I I III PRESTIGIOUS WOODLAND HILLS THIRD ADDITION DETAILS Ro 14^0416 0 0 (.( BENZINGER PROPERTIES 11A a ° / / wnne6O18 TT res(sez ssaz ELK RIVER, MN SHEET NO. 6 OF 8 SHEETS ore_ 2/23/15 GROUT BOTTOM TO SLOPE TOWARD _ PROPERTY LINE OR EOUALi CO _ PICV� HOLES O CONCEALED LL pAMPApTED UITABLE MAT L 2' % (FINE ORAINEDJR A STEEL FENCE POST PAINTED `MNET EEN� ApJNUSTEING CURB STA RINGS AS SPEd FIEp MP� MAXIMUM 5 RINGS— TEE OR WYE AS SPEdFIED IS LARGE /R ("2" MA%MM) SEWER MNN 2 C CRETE CALL AR PROPERTY LINE LUG DN SECTIONA -A ' SPRING LINE G sTEOR c NALECrtou ND ANTED crtESN CURB STAMP ELrENTRC CYJNE � W MIN - NATURAL PLUG epAA 1 TI � Bc /8 WHICHEVER �� ON SUNG SiIUF� GE - 4' OR 8" AS SPECIFIED AS PER SPECIFICATIONS S SECTIONS WITH C %a GRANULAR BEDDING _ 45 BEND 1 YCONC°FLETEBEDDINR 15' OF DEPTH) 15 R MiN SLOPE � SEWER MAIN � SE EEM OR W AS SPECIFI €D A A NOTE. w THE BID PRICES vARIEs OM FL w FOR PIPE ITEMS. TO RE USED As SERVICE coNNEC.IONS AN DEEP uNEs IN EGRAL BhSE REV: 3/2006 :3/2006 '. 3/2446 REV: 3/2006 � S?ANDARD MANHOLE PNOrE I CLA55 B PIPE BEDDING PNarE TYPICAL HOUSE SERVICE STPANDTARD SERVICE RISER SE C116N No REv � 4000 �Rlk 4006 E1Rk1� 4007 ER ver 4008 O SECTION PROPERTY. LINE NG NUT P AGD z 1/2 " sE coNN NN(rRR ED IF MA r� s ceMPpciED SIZE 3 iR /18" AD. TC1 /z" .P.I.)� 9ACK pF CURB STREET SUITPBLE MATERIAL WOOD MARKER 0c SIZE Z PUMPER CbNNECTIO (THREAD NYpRAFINDER T% pi E POST N � (FINE GRAINED MATERIA 59 /fie "Op TI BE WIN ELFENC PLANTED BLUE ON PLANS. f j CAP RZL ..... .. .. � i r TWO 2E1 PUMP NOZZL - AND STOP WITH iPUPENTAGONZZE MECNANICPL JOINT OPERATING NUTS ROD EUTENSON --------- S - � NOMINAL GROUND LINE U CG R PTGR SERVICE PIPE NATURAL GROUND ND ;s. RREARDFF SECTION RE BOTTOM GF iA z. NG NUT — TERM p i T E PIPE pARREL FOR ATAFEASr SagPED T „G. L�F„zANPD LAT> — �N�ETE RRICA WA F RE OUTSIDE DIAMETER THE REMAINDER D 3. SECTION T CbPPER PIGTAIL CRIMPED OF THE PIPE IS SURROUNDED TO AHEIGHT OF AT F R III 8 4 DO DNOT PLUG DEAN HOLES _ PACES STANDPIPE p�RAIN ROCK UNDER AND ADJACEM Tp ELPIDELL PE. 2 1/ ^� E FIRE RvpRANT PROVIDE ONE - i.o' RoarzoNTAL Loaf IN SERVICE LINE OTTOM UNE AS SECURED BLOCKETE �� } /aT � TH 'COU'PLING- TWO HYDRANT SERNCE PIPE J ` NOTE: FOR POPE �T�MSEXCAVATION BELOW GRADE F WATERMAI IN THE BID PRICES 5 1 /a" 7 3/e" �/l "HE WITN THE STANDARD DETAIL PLATES. AS RESTRAINTS IN PLAN GTE. NvpRAFINDER HYDRANT LOCATING DEVICES REOUIREp -SEE SPELTUCATIOREV. 3/2008 3/2006 :3/2006 }/2006 � REV: REV REV � El PACER HYDRANT DETAIL STANDPR PNOE � HYDRANT RESTRAINT DETAIL STANDARD PNaE Elk � TYPICAL SERVICE DETAIL STANOAR -. I CLASS C PIPE BEDDING STANDARp P of -'- Rroer 3401 E'1 � River 3402 -t Rroer 3403 ~ Rroer 3405 p IFE AS SHOWN BY ARROWS NEE PAY CAST NO I I III PRESTIGIOUS WOODLAND HILLS THIRD ADDITION DETAILS Ro 14^0416 0 0 (.( BENZINGER PROPERTIES 11A a ° / / wnne6O18 TT res(sez ssaz ELK RIVER, MN SHEET NO. 6 OF 8 SHEETS ore_ 2/23/15 GROUT BOTTOM TO SLOPE TOWARD _ PROPERTY LINE OR EOUALi CO _ PICV� HOLES O CONCEALED LL pAMPApTED UITABLE MAT L 2' % (FINE ORAINEDJR A STEEL FENCE POST PAINTED `MNET EEN� ApJNUSTEING CURB STA RINGS AS SPEd FIEp MP� MAXIMUM 5 RINGS— TEE OR WYE AS SPEdFIED IS LARGE /R ("2" MA%MM) SEWER MNN 2 C CRETE CALL AR PROPERTY LINE LUG DN SECTIONA -A ' SPRING LINE G sTEOR c NALECrtou ND ANTED crtESN CURB STAMP ELrENTRC CYJNE � W MIN - NATURAL PLUG epAA 1 TI � Bc /8 WHICHEVER �� ON SUNG SiIUF� GE - 4' OR 8" AS SPECIFIED AS PER SPECIFICATIONS S SECTIONS WITH C %a GRANULAR BEDDING _ 45 BEND 1 YCONC°FLETEBEDDINR 15' OF DEPTH) 15 R MiN SLOPE � SEWER MAIN � SE EEM OR W AS SPECIFI €D A A NOTE. w THE BID PRICES vARIEs OM FL w FOR PIPE ITEMS. TO RE USED As SERVICE coNNEC.IONS AN DEEP uNEs IN EGRAL BhSE REV: 3/2006 :3/2006 '. 3/2446 REV: 3/2006 � S?ANDARD MANHOLE PNOrE I CLA55 B PIPE BEDDING PNarE TYPICAL HOUSE SERVICE STPANDTARD SERVICE RISER SE C116N No REv � 4000 �Rlk 4006 E1Rk1� 4007 ER ver 4008 O SECTION PROPERTY. LINE NG NUT P AGD z 1/2 " sE coNN NN(rRR ED IF MA r� s ceMPpciED SIZE 3 iR /18" AD. TC1 /z" .P.I.)� 9ACK pF CURB STREET SUITPBLE MATERIAL WOOD MARKER 0c SIZE Z PUMPER CbNNECTIO (THREAD NYpRAFINDER T% pi E POST N � (FINE GRAINED MATERIA 59 /fie "Op TI BE WIN ELFENC PLANTED BLUE ON PLANS. f j CAP RZL ..... .. .. � i r TWO 2E1 PUMP NOZZL - AND STOP WITH iPUPENTAGONZZE MECNANICPL JOINT OPERATING NUTS ROD EUTENSON --------- S - � NOMINAL GROUND LINE U CG R PTGR SERVICE PIPE NATURAL GROUND ND ;s. RREARDFF SECTION RE BOTTOM GF iA z. NG NUT — TERM p i T E PIPE pARREL FOR ATAFEASr SagPED T „G. L�F„zANPD LAT> — �N�ETE RRICA WA F RE OUTSIDE DIAMETER THE REMAINDER D 3. SECTION T CbPPER PIGTAIL CRIMPED OF THE PIPE IS SURROUNDED TO AHEIGHT OF AT F R III 8 4 DO DNOT PLUG DEAN HOLES _ PACES STANDPIPE p�RAIN ROCK UNDER AND ADJACEM Tp ELPIDELL PE. 2 1/ ^� E FIRE RvpRANT PROVIDE ONE - i.o' RoarzoNTAL Loaf IN SERVICE LINE OTTOM UNE AS SECURED BLOCKETE �� } /aT � TH 'COU'PLING- TWO HYDRANT SERNCE PIPE J ` NOTE: FOR POPE �T�MSEXCAVATION BELOW GRADE F WATERMAI IN THE BID PRICES 5 1 /a" 7 3/e" �/l "HE WITN THE STANDARD DETAIL PLATES. AS RESTRAINTS IN PLAN GTE. NvpRAFINDER HYDRANT LOCATING DEVICES REOUIREp -SEE SPELTUCATIOREV. 3/2008 3/2006 :3/2006 }/2006 � REV: /e" �OEDRE N E PLACE CONCRETE INGS GRO 21 ROSEEDNOTREADS - % 2 T2'A (ADJ. ±1 1/2" MIN EYE ADJUSTING RI- -� MINIMUM 2 RINGS MAXIMUM 5 RINGS 30 -1 33 CANOPY TIE 0 U1 R ROLLED BOLT m r 5 24' X 38' E XTERIOR LC D N INTERIOR AN 2 E O 14 ON - - a MAY I 5 Ur OR ROLLED �� 84 02 U BOLT TIE \ L. WELD EACH wTERSECnoN. 2 X32 WELDED EYE OR APPROVED EQUAL PLAN �T.�3'� " . _ 2'3MN 2 M�� 6" CONCRETE BASE POURED IN PLACE OR 4 MINIMUM PRECAST aasE ARCH PIPE z' (ADJ. LI t /2" MIN) J TIE- GE EYE BOLT TIE q NOTE uTSI FFDE JOINT �� t - LEO 15 FIRM UTlIlE E1.1 AT INT UP BE OF PIPE III 2T AR BELL ARM 77LLI��II '((\ FLARED END 9ECTION� REINFORCING SHALL CONSIST OF A SNGLE LINE 01 STEEL WIFE IAIIIA 'PEA OF THAN Av AND 'AALLER AN ALL . EIM TT LE S WHEN 4 BE USEG IF WASHER PND NOT LESS D.» SO. IN. PER FOOT OF HEIGHT REV 3 /2ooO PRECAST NIT ARE TIED PLACEMENT OF HOLES s T METE, OF REV 3/2008 PIPE IRIH LEVATI ON 3 /2oas STANDARD ANDAID S=D SHALLOW CATCH BASIN LATE AN 0 2500 CONCRETE PIPE JOINT TIES PLATE NO 2503 TRASH GUARD NO 2504 FILTER BLANKET J 1 O O OVO O 000000. WITNABOLTAHEADSEWS DEFLECTOR PLATE S ECTION B -B OOOAA�O OVOVOVOVOAOVO� ODODOOOOO,VOVOVC ExaosEO DO CENTER of FILTER ASSEMeLv A � � A A OVOVOVOVOAOVO (, 00 O OAOpO O, � S�. !G 'DSITONN' BUD IS R M 9 NOT 1E.1 RED pp R - TDP of cuRa Box IC FILTER ASSEMBLY —N LE IYALL 4 IAll BE usEO Al RIP -RAP. y A _ f) () ( INN M -) PLAN NTTE 16 F6 39 ovu of ouereo. AID GAP ONC LID WITH TWA CONCEALED PICK HoLEs 3 /a' r ffr!7M� -'{ CURB BOP ADJUSTABLE 6 9 „ 35 1 /4" /8 0 �3 �6 -L WIMCO MODELp CG 3067 cEATExTD FABRC 1/2 "1 R 1� 33, ! 15112' 4 "I HIGH FLOW FABRC OR EQUAL FLIER BLANKET SECTION A -A '/2. CASTING SHALL BE NEENAH R -1733 OR EQUAL 43' R 3/2006 :3/2006 RSTPLATERD CASTINGS SHALL BE NEENAH R- 3067 -V OR EQUAL :3/2006 RSTPLATERD :3/2006 RESTPLDTERD RIP -RAP INSTALLATION 5�PLATERD N0, STANDARD MANHOLE CASTING Na. STANDARD INLET CASTING No. ... 2R1lver T INLET PROTECTION FOR CATCH BASIN A 2505 2506 2507 2512 w TTo 53(se53 PRESTIGIOUS WOODLAND HILLS THIRD ADDITION BENZINGER PROPERTIES ELK RIVER, MN DETAILS E TNo Ro 14 -0418 SHEET NO. 7 OF 8 SHEETS D .B 2/23/15 \ \i ° �`� .o T ° A ° N ° NO 2 I 2 28' SURMOUNTABLE CONCRETE CURB AND GUTTER - ° � © e �-=; =r PLAN mEw of ° a RAMP Dic RA PLAN VEW DF DAGONAL MP - w a R an A 0 Fs oaMF sECHDry P ExPANSON JoINT� BEGIN TRANS, T GUTTER o R LARGE, IS cuRa - .M6 JJO TE OR EQUAL STREET .FLE F PLAN) °R ,a TD T/z DESIGN GUTTER LINE GRADE ° T' GUTTER FLOW LINE a N2 TRANSVERSELY OPE NG JON *1�SNUMP FROM FRAME REPE SRA 1 /2" RADIUS 7 SERVICE STAMP LOCATION ADIOS �A�� 1/2 RADIUS 3' RADIUS a SLOPE 3/4' PER —� ° r� ° P e P ° ® ° o ° sECT ON n a RP�9oC9 ens eP Mµ ° c SECTION A -A II FRONT TOP EDGE OF FRAME FRONT TOP EDGE OF GUTTER EXP JO NT 6 E %P JD NT SECTION C MATCH GEMDOELEVATION O ER a 1 NON - SHRINK MORTAR �RR T MEE ING ORPE 0 ENGINEERS SPEC. F - - 1 UIRED 111A a o SFr cws xnx ove AlAl sxc .<<E.s o° oAikwA.s. w "`" •" ' °' ` ^ `w ^° Q�is Frvux°Paa«wu�oa�owgumTa uawwiol4mA © "ii" P�iw P o mF Pma�reirx RwP xo saxes saxs ccewFTS ore mxw oesreurnoxs wF ouomo w ' w rvWn umirx ssxoa�no� wouaxarm O nw aEOEnvirri wuas reio n.e' �reioixa arnrcw m�u. m� rtornvw� mogixa sxu� �uux.x�po�Enp s woRxwvsµ w`wuxeam owm w..xp erer or cows wxw mE O��mce��wwxixo snw isnrxECan _ IFRSHIAA ARER USED. SEE SPECIFICATIONS 8' g. B618 CONCRETE CURB AND GUTTER REV, 3/2008 © m ©oaapo4 "•6� ° " „`E"'w €fl"8,,:apf” k�a,oro, °E NU„ "w�' "` °��`�" "°'� ", ""`""°", " "� °a `�'"'�," Oveornwx wuPS Snu�ec r,ni MN /DO SOURCE- s E�PLATE ADJUSTING RINGS 2 -MIN.. S -MA%, MIN. 3/8' BED OF MORTAR BETWEEN wiNr+�2AiNlcu Tai ExTERIOR ONLY EV: SECTION B -B 3 /GOO Ems` River SURMOUNTABLE AND B618 CONCRETE cuRe AND GUTTER S'PLATERD G 2000 °` µ Ells River PEDESTRIAN CURB RAMPS oR sIDBwALKS ANDARD G 2003 AGE 1 OF 2 E River CATCH BASIN FRAME PLACEMENT RMOUNTABLE CURB AND GUTTER �PLaTERD o. 2005 PROPOSED STREET / D TAT fAT uAr. sPn NC r ✓CE07ENTLE FABRIC z FABRC ANCHORAGE TRENCH. DIRECTION OF 4 BACKFIU w H TAMPED RUNOFF aow o NATURAL srolL s AN ALTERNAT" TO TRPNCNR " —11 CA AlAAPRl TRROUCH THE MADERU N AGAR 00/✓/ROL eLANKE/ oaourvD AND RATICIAL N T S S AeauT zD � \ sAPics Mus eE INSERTED xaau m unTE MILL a WIDE \ - N \ of KTn Es T PDT LL :L � L SILT FENCE DETAIL IF IF F DENOTES ILT FENCE \ \ \ \ aiaNKET MATERU Mus orERLm AT \ \ oiRieauTRio R.NFABRAP nT PACNR PP ii Ii (wwF.SO , ouasE uw H/wD s FACE UPT RO AD su, A I IN MIN. 6'!MDE W HILL I N T L M TILDE �iNCO Mu Jse DDwo APVxouFO sueoRroF RnsF I-1— prveiocrvTUl TYPICAL SURMOUNTABLE CURB STREET SECTION zo w mvn Tnreoucn TnF FAewc BLANKET HRauw eo H FceRes A A muINN oF oeouT 2D N APART SLOPE EROSION CONTROL BLANKET INSTALLATION (NINIDOT 3885 CATEGORY 3 BLANKET) } ZO -2 SASHED ROCK ROCK CONSTRUCTION ENTRANCE Rroer MATCH EXISTING eITUMINOUS SURFACING NG, �� Rroer TYPICAL STREET SECTION Na. NO 1 FE BY "I JICL c G s w,. `( ��Reson. TTO PRESTIGIOUS WOODLAND HILLS THIRD ADDITION BENZINGER PROPERTIES ELK RIVER, MN DETAILS E1 AO RO 14 -0418 "° GISCIA D.1 SHEET NO. 8 OF 8 SHEETS °ATE 2/23/15 13065 Orono Parkway I I River, MN 55330 March 11, 2015 Jeff Benzinger Benzinger Properties, Inc. 21301 County Road 81 Rogers, MN 55374 VIA EMAIL: investplusmn@gmail.com RE: Comment Letter, Final Plat — Prestigious Woodland Hills Third Addition Dear Mr. Benzinger, Staff conducted a review of the materials submitted on February 23, 2015. The following comments and recommendations are intended to bring the project in line with current city requirements and should be addressed on future plans. It is helpful to include a response letter to the comments below. Unaddressed comments will be incorporated into recommended conditions for Final Plat approval. General Comments 1. A developer's agreement will need to be drafted before the final plat is released. 2. Cluster all mailboxes 3. An deed dedicating outlot A to the city for the purposes of park dedication will need to be drafted and provided to the city before the final plat is released. 4. Two overstory trees are required for each new single - family lot in the city. One tree must be located in the boulevard area and the installation is the responsibility of the developer. Please provide a landscape plan identifying the location and species of the boulevard trees. 5. Stop curb and sidewalk at edge of platted lots and build temporary cul -de -sac entirety on outlot. The city will no longer permit these to be built behind a permanent curb on platted lots (currently shown on lot 10). Drainage 6. There is no access to the infiltration area. The entire perimeter, including where wider easements are proposed along pipes, is obstructed by a retaining wall. 7. Review of the plans and report for NPDES and city Stormwater Management requirements continues. Phone: 763.635.1000 Fax: 763.635.1090 P 0 W E R 1 0 0 Y www.ci.elk- river.mn.us At _ U 8. Has an NPDES permit been obtained for this addition? 9. What will the Emergency Overflow Elevation and type of device be for the temporary infiltration basin? 10. Soil borings will be required for this area to determine infiltration rates. 11. When is the permanent infiltration basin proposed to be installed? 12. While looking closer at the stormwater plans, a lowland area (labeled "temporary infiltration area ") was discovered. According to the elevation and aerial imagery, it is possible that this lowland area is considered wetland. Since a wetland delineation has not been conducted for this area in the last 5 years, a wetland delineation will be required. If this lowland area is determined to be a WCA regulated wetland, stormwater treatment may need to be relocated in accordance with Sec. 30 -2175. If you have any questions I can be reached at 763.635.1035. Please address these comments on future plans submitted to the city. Sincerely, Zack Carlton, Planner I City of Elk River zcarlton@E1kRiverMN.gov City of M" Resolution 15- �3 __ C �, --10 H-al` A Resolution of the City of Elk River Granting Final Flat Approval for Prestigious Woodland Hills Third Addition Case 'No. P 15 -02 WHEREAS, application has been made for final plat approval, pursuant to Section 30 -374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property "; and WHEREAS, a preliminary plat of the Property was approved by the City Council on June 2, 2014; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED 1. It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive Plan, C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. P 0 W I R 1 0 et NATURE F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. 3. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. 5. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 16th day of March 2015. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk NAWRE EXHIBIT A LEGAL DESCRIPTION Outlot A, PRESTIGIOUS WOODLAND HILLS SECOND ADDITION, according to the recorded thereof, Sherburne County, Minnesota PI11RII I NATUREI EXHIBIT B CONDITIONS Or APPROVAL 1. A developers agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the plat for recording. 2. Surface water management fee be paid in the amount required by the city at the time of final plat prior to releasing the plat for recording. (currently $220 /residential lot) 3. All comments in the letter from the City Planner dated March 11, 2015, be addressed and incorporated into the plans. 4. Street lights shall be installed as required by Elk River Utilities. 5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completing all of the improvements and having them accepted by the city, a security or warranty in a form acceptable to the city engineer will be secured. 7. A development plan shall be approved by the city engineer prior to the issuance of building permits. S. All mailboxes shall be clustered. 9. Any item or condition found that indicates the site is likely to yield information important to pre - history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. A TUR