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4.7 SR 11-06-2023
�, Elk s �- River Request for Action To Item Number Ma Tor and CinT Council 4.7 Agenda Section Meeting Date Prepared by Consent A enda NovembeY 6, 2023 Zack Carlton, Communittr Develo ment DirectoY Item Description Reviewed by Final Plat: Bradford Park Cal Pormer, Ci r Administrator Reviewed by Action Requested Adopt, by motion, a resolution approving the Final Plat of Bradford Park with the following conditions: 1. A Development Agreement must be signed by the cityT and developer prior to releasing the final plat for recording. 2 4. The Planned Unit Development Agreement shall be recorded prior to the plat and development agYeement. The applicant must receive final approval of all state and federal wetland permits and application prior to recording. Water Availabilit�T Charge shall be paid in the amount required b�T the cityT `vhen the final plat is released for recording (currentlyT $390/plumbing unit). A Letter of CYedit shall be provided to the cityr in the amount of 100% of the costs of the public improvements. Upon completion of all improvements and acceptance byT the cityT, a securityT or `varrantyT in a form acceptable to the Public Works Director must be secured. The Development Plan shall be approved byr the public woYks directoY prior to issuance of building permits. 8. Staff approval of all plans prior to releasing the plat for recording. 9. All mailboxes shall be clustered. 10. Any item or condition found that indicates the site is likely to yield information important to pre-historyT or historyr shall be YepoYted to the cityr immediately. FuYther, the cityr Yeserves the right to stop woYk authorized in its approval until the site is appropriatelyT investigated and `vork is authorized. Background/Discussion The pYel.irninary plat of BYadfoYd PaYk was approved on July 17, 2023, and included a total of 314 buildable parcels. The current phase includes 82 single-familyT home sites. This is the first addition of the Bradford Park subdivision and is consistent `vith the phasing plans submitted byT the developer during the preliminaryT plat review. This phase does not include anyT park amenities and the Park and Recreation Commission has been briefed on the status of this first phase. Phases t�vo and three will begin to develop the cit�T's vision for park amenities and will be discussed in moYe detail �uith the Park and RecYeation Commission when the futuYe plats come for�vaYd. The Elk River Vision A 2a�elcolning co�nlnunity 2a�ith T evolutiona� y and spizzted T esou� cefulness, exceptional se�vice, and coln�nunity engagelnent that encou�ages and ins�iz•es pTo�pe�zty. rowEREo ar �I'1 ���� Update�l• January 2023 Financial Impact None Mission/Policy/Goal ■ Supports the growth and development of residential properties in the cityT. Attachments ■ Location Map ■ Final Plat of Bradford Park ■ Street and Utilit�r Plans ■ PreliminaryT Phasing Plan dated September 22, 2023 ■ Final Plat Resolution N:APublic Bodies\�lgenda Packets\11-06-2023\Final\x4.7 si Biadfoid Puk.docx �' . � � ..�p �' _ � � ��i � ' . , '�`• � • " I� \\ . � .. _ .�._.. L�,.,�;,.. � � '� o c�; ,�; • � ', ` rBJt ' � _ . . _ .. ,�� , '.4 � ;. '' ��.� `'� 1 _ '_ 4' .`. � ��� ! '= �. �3/� � F' ( j _� - - — - • - . _ _ „ � � i ' '� .'�. . � E�.� '�� ' � �' �' . _ c�� 75=920-006� o;� , � ;, Z :.,.. ...•�._ h� , � � � ,� G�i r�� �% k= , �S� � ' . , . _ ' . . �'�--� �l \ . w . � . ?� '4 � � _ I N • " ; i�r �1:;� ,( �-� �IK:V� Vy;SI :f;'11.vcJ�� I `r� . - ��,- . - � - . � ' — - � ,.,6'�i , . .,ryi,� ����r� n �S'.:a ... T , . . ,, . ' . - � � r� d �+q,,�,C ��.. fi IJ '".�d� a .� � �S r - - ` . , _ �? 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'�.� +wl� �" �.• �.�.�y,►� . � . . . .,� ��� � .�� � -t. . .,' ti ry• ,�:r �.�, Bradford Park Phase I Case No: P 23-09 , c�ty �r Final Plat Elk = River FINAL PLAT FOR REVIEW �" �.\ \ �� �r�,'_�� ; � �- ��,i-„_�,- , �/l„�, � ., � �� � — — — — _ BRADFORD PARK ` � - � � � � � � / � � � — — — — — � I�i I CIN OF ELK RIVER COUNN OFSHERBURNE - wSCI� � I o � � ` � o� � OUTLOT 8 �ip ' �I m, � __ 3�. ��\ '1.01 ...,�v- ._ iia - 2�55,1�p00 � L='.iY'.i 366_OB i; ss� R-38o�o TWIN LAKES PARKGVAY o=� '� oe 988°15'25"E 500_66 ft_ . bo"'�•� 0=0°35'33" i �esB — se�c�3� zfi eso eso esoo esoo esoo gagg ' L=152�0� pa ���og � m Fo I . r 3 � I---�-1 �— �� r----� �---� �---� r eso � � . � r � a. i � � \ � e� I r 2'ng' I I I I I I I I I I I I o I Ip ' i � 3� m"i � i R .�i I im� mi i i im� i im. ii iim ii ii� ii �i� i im � c� 1�r�� OUTLOTA ,, � 3 " � � i ��� V P�� �� i i` 9`L�eM 8� i- 7 - 6 i i� p i i y� �� ° _, � i i� 5 i i- 4 i i- 3 i � � r� y� ,, ,v, _� � r - � PiP i� ��i i � �i �� i s � i� i i� i�� r� 1� : `- - � �% � � � � �o a s `4 „ "� i io / �i i i io � �i �io �i �io �i �i� i �io �i �io �� �iN '�� „_� - ' g s ,w , s-„a' � a , � �; � � � d � � _' < o'a � v�I Z IN d o[y ? 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Home, LLc, a;o: umitea iiabiiny mmpany, wrner otine toiiow�ng aescnbea propeM�� Nonn,fbnge2bWesl,enerbumeCounNWMlnnesola,tlescnbetlastollwrs HallN�neeou�Frvreslouaner,allineecuon3b,Townsnip33 esl (a4umetl beann� on �ne wasl tlalnage antl uuliy easementsae vealetl bynms plaBRaoFORo PaRx antl tloes nereby tletlicale �o �ne public, lor public use, �ne pubucwaysantl �ne mwimas�,a,aor�� .. oma,ac,a;�i�m��aanao�inv=omaa�v,nasa��a�na�a,a���moasa�aami�a,oaa,om�a,�nis aavor aunN a aoaaao��nsaai osory ., aa ra�aa�as aoaaao��n a, aa a�o��av s,ow�a�a aunN m eiue Eann Approveaanaaccepte 20 ecnycountllotineallotElkwver,enerbumecoumy,minnesohatameeungnelatn�s tlaym ena�o���a co��y e�Navo� �0. sxE wasenterea�iszespa aayot ear2o on 20 erein escnbealravebeenpaiainNll,anatnerearenoaelinquemtaresanatanser enerbume CounN Autll�orRreasurer Inere cenlry�nal�nlslnslrumen�wasnletlln�neomceN�neaunN�mrtlerlorremrtlon�nls tlayo! � ltl 0 60 120 � SCALE IN FEET t. r t ,r �� - r �e,� LEGEND • i�o�mo��mamFo��a � O 9 ViCiNiT4' MAP ,, I � ..;� � �� N S7TE �na I y�^-�^ .� SEG 36, TNP.33, RGE.26 Sherbume Counry, M�innesoL SHEET 1 OF 2 SHEETS FINAL PLAT FOR REVIEW BRADFORD PARK � �` � � 3 I � / \ �� I 1 m \ � � �3\ � I / �� � � /__� �� 6 � 1 e 9 � ml 1� " L _eeo'�1kn�E taaa r ---- i '-- , � 11 \— = �i --_ �,e =,a ;i� �Z ' im i . � _Naa �a,�E ,3aaa- r________- a'� 13 I, � — N �4 ��� o`� � � �� fi� �� � ; z� C, �s � �oo.=,: My�9Nl�-�361 �-00411„ _ 0'�l" —�1] e=9' �'Z �' 26 ��1 • � e 5'Rs�s �. . ssa3 ssa3STRG'ET Ao°5e'aa° 04 01�624] 3 aa 50 I L13 �ao.a %� r L a�a r 30300� 11 r9`�519� R\I�� ���W11 � OB��W 1 88°1443 30651 m J � � r � r � r --� r- �,r -,,,� r sa.s,� � �_as,a�l � � i - si �i roi i 3�i � ��� i iazz` �� �� i i io i io i i i io i i � i i i i i e'i i`� �'iro roi 'i 4�i i „i � ?� � � i i io i io i i�. i io i io � i i� i P i 1 i iw 5�� �i � vi � �� '_ ��W`" i B i� J i i� 6 i i� S i i� 4 i i� 3 i�� i i° � i_ ��i i �� �� �� s�� .r1 �� �� ��L,�'N'-ie. e W�3 � i r� i i� i r� i� i i� i iw i iw io �— --- � i'� oi i ��i � j �Ni-'a�'�s��E� "°' _ � �„�c:.�'���i i� i� i� i L� i� i iR i b im � �� �� � L Bi,�sE e-�°oa �� � i ie i k i ie i k i k i i- i i."- i � � sea�so7e��wi3000 � � LNae�'zs�E� i v�� � i im i im i io i lo I lo I Ih i Im i ol - � i ii ii ii° ii° ii° ii ii i o h�i 1 �i� �� aas�;aa3•E� s�na3•E 5as�='-,E 5a�='-� sa�as E �"-a � �Nes � E �aa°� J_ � al "� � �-- J 'F � � r � � raasa ' r 0a y` e r � sssa�� � �-s � � + ��•'r r- i i i i i i i i i � ,. i i „i i i� ° i �s , i i% ; r � i �.i i �i i .i i 7� .i i i i di i i m . �i i mi i mi i �i i i i i i �i i i o � ��i 3 �i� � "� ' 'Y� i �vi� wi i wi i wi i wi i �i i �i i i��h�� N� � � e m� a� � � �� ��� �� � w� � °� . 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MINNESOTA CONSTRUCTION PLANS ISG PROJECT # 22-26553 LEGEND EXISTING � � � � � � arv�mairs — SECTIONLINE — — QUARTERSECTION LWE RIGHT OF N'AY LINE — — — PROPERNILOTLINE ------ ----- easenieNr�we 0 o ACCESS CONTROL w waTeReoce vvti — weT�allo eouNonev � � � weT�allo � ni�aasn z z z z FENCE 11NE Y » — < CULVERT » — STORMSEV'IER > SANITARYSEWER ii> — SANITARYSEN/EkWRCEMNN —I WFTER c — GAS oE — 0\'ERHEA�ELECTRIC ue UNDERGROUN�ELECTRIC �* — UNDERGROUNDiELEPHONE u.v — 11N�ERGROIIN� TV on� — OVERHEA�UTILIiY �*� — UNDERGROUNDUTILITY Fao-- uNOERCRouNOFieEROPnc 99� — — CONTOUR�MAJOR� — 088 — — — CONTOUR(MINOR) � �ECI�Il0U5 TREE �����comFeRousreee � � rREE��NE O NANHOLE�STRIICTIIRE 0 C4TCH BASIN d H'V�RANT W VALVE � CIIRB STOP f3 PO�ilERPOLE o U1ILITYPE�ESTALICABI�ET PROPOSED LorLWE -- WGHTOFWAY EASEM1IENT CULVE2T STORM SPNER . STORMSE'h'ER�PIPE�ilIOTH) > SANITARVSEWER SANITARY SEWER (PIPE WI�TH) —i —i — WqTER � ��s oE ovERnE�oE�EcrRic �E UNDERGROUNDELECTRIC �*" 11N�ERGRIXIN� il' iois coNTouR � � MANHOLE�STORM,SANITARY) : CATCH BASIN ♦ nvoRnNT N VALVE , � F � � �, '� , � jt � �� f �` ' , - �;` ��` � 1 N � c���.''a IEt; 4 `'�,^ a�i,�, M; y ^ � s/j`' )(, ,� �� � i`y '� •1,� M1 ��b '. h' � i —,� :tJ' x'���+ r�?, � ��1�1 � a t � � I , U„�.� j �� � �A R. 1 �pi k ', ' � . _ _ � � �,J .. t`- . — � � `�� a g7�_ . , , . .`.. -s.�R, , .� �. �' �a� PROJECT LOCATION s -� M ��� .. '�� �! .. A's.. , � ^ � , ..q � � � � .;'��v � . � arvoF � � . -� 7 r ' , ":,��(. �o ELHRII/ER . � . v � � �. , "t . . - � � r. . d i.. . i' S . , i,rr, s , � o- — - � � � I �� � J � � ' 9 . .. .. ii��l���ii�/� �! � I � I t _ �� �- � � "! .. ' �j � �,. ';�'` ^,/ ��� �'� � r� � � � N � 1 . �" tY3 . .. f � � W� `E f �"�` � r �' i' 6 � �=1' � � � :�'y_ � .ry1 � � _ ... � � '�.A. � S � . LOCATION MAP � o z000 a000 ABBREVIATIONS: ,iEn�vivE !O4 Gnlx6trvCIN�lli11DN� xtlt ER [QuoL inui[ ooxt�tvailon , r�en�ovsui a[�saVna_iuc� ¢rl �L'.ElliEi�rt n��i aNu 000A �q��ok[wai vEVF vExr[a.�o ��oN S�EC squoplEAiION sa�na[voao rlu � Y`��a vvlvE �� PROJECTINDEX: OWNER: LENNAR HOMES 16305 36TH AVENUE NORTH PLYMOUTH, MN 554466 PROJECT ADDRESSILOCATION: S36 T33N R26W SHERBURNE COUNTY ELK RIVER, MINNESOTA MANAGING OFFICE: BLOOMINGTON OFFICE ]9001NTERNATIONAL DRNE SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 PROJECTIdANACER�.WHIiNEYBEHNY EMAIL'.WHIiNEY.BEHNV(djSGINGCOM 5 s-zo ]1 2'e-� sa ss 16 2I34 3d-44 .sa� �653 54�Si 68-60 fi1 fi] s?as 6]-]2 79 14 �oaa ]9 SHEETINDEX nr�ES�EET OVERALLLAVOUT PLIGNMENT PLAN SOILS &CONSTRUCTION NOTES P/PICALSTREETSECTIONS SITE DETAILS STORM4'lATERPOLLUTION PREVENTION PLAN(SNIPPP) SWPPPNARAiNE swaaa oeTni�s EXISTING SITE & REIdO\'ALS PLAN OVERALLUTILIiYPLFN I1iILIN SCHE�ULES a�aNNeo aoaosunuTvcoNSTaucnoN a�nNNeo unury cousraucnoN STORhICROSSSECTIONS 11iILIN SER\'ICES CONSTRUCTION BASIN IITILITY CONSTRl1CTI0N HYDRPNTCOVER4GEI�dPP OVERALL GRA�ING PLAN �ETAILEo GRAOING PL4N INTERSECTION GRA�ING SIGNAGE AND STWPING PLAN OVERALLPLANTING PLAN PLANiING PLaN PLANiMG NOTES,DET�ULS..AN� SCHE�IILES PROJECT GENERALNOTES ������N��CoEa°oENE��a�PP�MEN,ARr�oNo�,�o a� o,o Na�, o �Na,Roo,�oNa aK. c. peo)� �� (AYS0.PRz_RTOANYEXCAVATIONICONBTRVCTION SPEaRC4TIONs REFERENCE (Naoe3(�is s))Co Or� sHEae�aeE�co�N3ivE�cooaoJNarmENT eepwvoee�No T� B.M. ELEVATION=950.10 TNFH SW �UADRANT AT THE INTERSECTION OFTWIN LAKESPKWY AND 188TH AVE NW �� � � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaiEs. iF rHis rExr ooEs Nor AaaeAR w co�oR, rHi s is Nor AN oRi �i NA� au�N sEr ANo MAv Resu�r iN MISINTERPRETATION. sTATE s�SFloNu EN TINE[a uNOEaLiHEUNee oFTHE n NNEso .Y WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 LE�1) TITLE SHEET 1 i I � i / � I 1 � � y � � �� I--�-- �-—�--�— � �� v � � � � �_ y �� � � A �� I T � A �j � � � A � I I I I I � � � � I I I I I � ��/ � �, � � � --r. T�� � \ � � � v v� I I I I � � �/ , i i y����� i i �� v �� � _1�-i-i-i--I---- / i i �� i i � i � � y� �-�; _ � _ � � � �-i, , �=,r- -_ _ � -`�`�_ =�Y��� ' ' ��� ��, ,�� � � � = � - � �� i 1 i ��i.�i ��� � i.�i �� i.i �i. i i i i i � -���� ���. l/TLO L� � � 1� iii ' �� �ii i? i9 I� �'. 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BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) / / ca �*oe.s ssa2a 2aae.i o.000 s.s�s s.�na osss.a oses.s C6 os 2� ss.sz y ¢ ROAD A 22-26553 I SEGMENT BEGIN o���) NUMBER SiATION �ELi4 DEGREE RADIUS iANGENi LENGiH X Y AZIMUTH E ROAD C 4 SEGMENT 6EGIN DELTA OEGREE RAOIUS T�INGENT LENGTH X Y AZIRIUiH NUMBER STAiION ce ��2�5 es�ae' 2ee2o 0000 aaie aooe �s�i oeea2 Le � , ,� g� � � ���o g�,g� �gg, ,g�� , � � ivaNHoesrrzeer ALIGNMENT PLAN SEGMENT BEGIN DELTA �EGREE R.a�lUS iANGENT LENGiH r Y AZIMUTH 5aao3�� NUMBER STATION 4 ROAD D i� SEGMENT BEGIN DELTA DEGREE RA�IUS TANGENT LENGTN X Y AZIMUTN �� - — NURIBER STaTION 2+20.� 252a5 035.�.oa oaoo e5e_ �.�22 �sa5.5 �n5�2 Y, c,� e,�.s.o 3eu.� e.33so moo ,sse zs�e �zo,s o��s ce e.e99 a��as oess.� 0000 e.n> »eo �ses.� +zzse ��� � nF 7� ��.�V 4 � SOIL AND CONSTRUCTION NOTES 1. TOPOFTHEGRA�INGGRA�E'.THETOPOFGRnDINGGRADEFORTHISPROJECTIS�EFINED 12. NMERECONNECTINGNE�i:SURFACINGA�JACENTTOANYINPLACEPAVEI,lENTSTOBE UTILRIES�VJO�ORADJACENTPROPERiVO\NNERSTOARRnNGESUPPORTING'RELOCAiE ASTHEBOTTO�.IOFTHEAGGREGATEBASE. N/I�ENE�.CUTVERTICALLYTOTHEBOTfOM1IOFTHEINPLACE511RFACINGORTOTHE AN�;ORREP�URSTOALLFACILITIES�ISNEE�E�FORALLUTILITVAN�STREET BOTTOAIOFiHENENISURFFqNG�ESIGN,YVHICHEVERIS�EEPER,iHENATAPNI'��(H) II�dPROVB�lENTS.iHEOWNERSHALLNOTINCURA��ITIONALCOSTSIFTHELOCATIONSOF 1. SIIITABLEGRA�INGMAiERIAL'.ONTHISPROJECTSUITABLEGRA�INGMATERIALSHALL SLOPETOTHEBOTTOMOFTHERECOMM1IEN�E�SIIBGRA�EEXCA\'AiION, 11TILRIES?RENOTSH044NONTHEPLANSFORFOR�ELAYSINCONSTRUCTIONCAl1SE� INCLII�E ALL MINERPL SOILS IN ACCORDANCE'1,'ITH THE iRIAXIAL CHFRT IN THE M1InDOT FROM1I CONFLICTS NnTH PRNATE UTILITIES. THE CONTRFCTOR SHALL �OR�INATE NATH GRA�INGAN�BFSEMANUAL,EXCEPTSILT.UNSUIiABLEh1ATERIALSSHALLINCLUDE 13. VMERESUBCUiSRUNINT00RNEWnVSORLOCALROA�S,CUTVERTICALLYTOTHE SHERBURNECOIINN,THECIiVOFELKRNER,AN�ALLUTILIiVCOMPANIESFORAM' OEBRIS.MARL,PEAT.N100�.ORANVOTHERORGPNICSOILS.SELECTGRA�INGM1IATERIAL BOTTOM1IOFiHEINPLACESURFACINGORTOTHEBOTiOMOFTHENEN1SlIRFACING NECESSARVREM1IOVALANDRELOCATIONOFTHEIRFACILITIES.THECONTRACTORSHALL SHOUL�BERESERVE�FORBdBANKMENTPLACEhIENT§VITHINiHEROA�WAVCORE. �ESIGN,WHICHEVERISDEEPER,THENATA1(V��.4�H�TAPERTOTHEBOTfOMOFTHE PERPoRMGRA�INGOPERATIONSAROUN�ALLOVERHEA�ELECTWCPOYVERPOLESAN� RECOMME��E� SUBGRA�E EXCAVATION. GVY'h'IRES. COOR�INATE Y?'ITH LOCFL ELECTRIC COMPANV. 3. STWPALLINPLACETOPSOILAN�SLOPE�RESSMGINAREASTOBE�ISTlIRBE�BV CONSTRUCTIONAN�REUSEnSSLOPEDRESSING.INPLACETOPS0ILANJSLOPE 1�. THECONTRnCTORISHEREBVREM1IINDE�OFTHEIRRESPONS191LITYUN�ERSTATEL'n�ilTO 24. STORAGEAREASAREONLYFORNENIPdATEWALSTOBEINCORPORATE�INTOTHE'ilORK �RESSING.ENCOl1NTERE�INTHEAREASOFPROPOSE�CONSTRIICTION. CONTACTALLUTILITIESTHAT�.IAVHA\'EFACILITIESINTHISAREA.CONTACTMl15TBEMA�E ORMATERIALSSAL\'AGEDFROI�ITHEPROJECiTHATARETOBEREINSTALLE�ASPARTOF THROUGH GOPHER STATE ONECALL. THE PROJECT. CONTRAC-ORYVILL NOT 9E ALLOWE� TO STORE PROJECT REMOVAL REMS 4. PROVIDEASAY�'CUT4:'HEREPLACINGNENIPAVEI�AENTNE%rT01NPLAGEPAVEI�AENTTO (Sl1CHA5CONCRETEPAVEIJ�ENTS.51�EN1ALKS,OL�M1IANHOLESTRIICTIIRES,ETC.)FOR ENSUREAUNIFORP.IJOINT.THECONTRACTORSHALLSA4VCUTTHEEXISTINGBITUM1IINOUS 15. SLOPE�RESSINGONTHISPROJECTIS�EFINE�ASTHETOPSOILOROTHER�OILPLACE� LATER�ISPOSPL.THOSETYPESOFP.IATERI4LSSHALLBERB�IOVEDFROIdTHEPROJECT PAVEIJENTATALLLOCATIONSIh'HERETHENE4�IPAVEMENTI�IATCHESINPL4CEPAVEI�IENT, OURINGCONSTRUCTIONTOPROVIDEAI,IE�IUI,IFORESTn9LISHI�GTURF. AREAONTHE�AYTHATITISREMOVE�FROMITSEMISTINGLOCAiION,.iHECONTRACTOR PROVI�ING A CLEAN SiRAIGHi E�GE PWOR TO PA\'ING THE 4VEAR COVRSE, THE SHALL ERECT ATEIdPORARY BARRIER SYSTEftI TO PREVENT THE GENERAL PUBLIC FROPd CONTRACTORSHPLLMILLTHEE�GEOFADJACENTPAVEMENTSiOPROI'IOEFULL�EPTH i6. ANY�EBRIS4:'HICHMAVBEENCOUNTERE�DIIRINGGRPDMGSHALLBEDISPOSE�OFBV ACCESSINGTHESTORAGEAREA.THEBARRIERSVSTEIJSHALLBEAPPROVE�BYTHE OFTHEYVEARCOlIRSETOTHEE�GESAY?'CUTTINGAN�IdILLINGOFiHEE�GE50FiHE THECONTRnCTOROFFTHEPROJECTRIGHTOFWnYINASUITAeLE�ISPOSALAREA ENGMEERANOERECTEDPRIORTOSTORINGMFiEWALS.THESTORAGEAREASSHALLBE EdSTING PAVEMENTS AT THE CONSTRUCTION LIM1IITS SHALL BE INCIDENTAL i0 PAVING. RESTORE� TO EtISTING OR BETTER QUALITY PRIOR TO PROJECi ACCEPT4NCE ALL COSTS THECONTRACTORSHALLALSOBEREpUIRE�TOCLEANiHEUN�ERLVINGPAVEM1IENT 1I. EXIREMECARESHALLBETAKENSOTHATALLE;USTINGTREESLOCAiED�ilITHINB INCURRE�BVTHECONTRACTORTOPRO\'I�E.MAINT�UNAN�REM1104ETHETEMPORARV SIIRFACEPRIORTOPA4MGTHENIEARCOlIR5E.A4;'ATERTRIICKANDPICK-IIPSTREEi A�JACENTTOTHECONSTRUCTIONAREnSARENOTREMOVEDOR�nIAAGE�.UNLE55 BARRIERSYSTEM1IAN�RESTORETHESTORAGEAREAAREINCIDENiALTOiHEPROJECT. S'NEEPER4VILLBEREQUIRE�PoRTHISYVORKTOhIINIIdRE�USTAND�IRTIhIPACTSON NOTE�OTHER'h75E.THECONTRACTORSHALLCONTACTTHEOWNER'1lITHAM'POTENTIPL A�JACENTRESI�ENCES. CONFLICiS. 25. CONCRETE'i.'ASHOUTSHALLBEINACCOR�ANCE4:'ITHMn�OTSPECIFICATI0N1]i]AN�AS MAV BE h10�IFlE� IN THE SPECIAL PROVISIONS. ALL Pd'nTEWALS AN� �NORK NECESSARV TO �. 81TUM1IINOUSANOCONCRETEREMS�ISTUR9EDBVCONSTRUCTIONAN�EXCESS 18. IINLESSOTHERN/1SERECOMMENDED.PROI'IOEFORALLSIIBCIITSAN�BACKFlLL CONSTRl1CTAN�MAINTAINTHECONCRETE�i,'ASHOUTAREASHALLBEINCI�ENTALTO EXCAVATIONSHALLBECOMETHEPROPERNOFTHECONTRACTORAN�SHALLBE ACCOROINGLYTHROUGHOUTTHEENIIREPROJECTASOEFlNEDONTHEGRA�INGPL9N5. CONCRETEPAVITEMS. RECYCLE� TO THE EXTENi ALLOWE� IN 6nSE AN� SURFACING REMS OR �ISPOSE� OF OFF THEPROJECTLI�.IRSINACCOR�ANCEWITH�.In�OTSPECIFICATI0N5PEG2104.3C3. 19. PROVI�E1NI�ZO�H�TAPERSNIHENCHANGINGSUBCUTDEPTHS. 26. ANVOISTURBE�PROPERNPINSSHALLBEREPLACEDAN�RESETATNOCOSTTOTHE OYVNER. fi. OBT�UNCOMPACTIONONTHEGRA�INGPORTIONOFPERNANENTCONSTRUCTIONW 20. PIPESE'i.'ERSCONNECiINGMANHOLESPN�CATCHB�151N55HALLBEINACCOR�ANCE ACCOR�ANCE441THTHE'pl1ALIiVCOPdPACTI0Nh1ETH0�"REpIIIREP.lENTS. NIITHAIVDOTSPEC.2503ANDCITYOFELKRIVERREQUIREMENTS.BE�DMGAN�BACKFlLL 2I. ALLCURBRAIdP5851�E�M1'ALKSSHALLCONFORPdTOTHELATESTADAREQUIREIdENTS. SHALL GONSIST OF UNIFORM SUITABLE GRA�ING MAiEWAL MATCHING AOJACENT SOILS 1. OBT�UNCOMPACTIONONTHEMn�OTCLASSSPORTIONOFTHEPAVEMENTSECTIONIN UNLESSOTHERN/ISEOIRECTE�BYTHEENGINEER 2B. 11TILRVTRENCHE99HALL6ECOMPACTE�BVTHE"QUALIiVC01J�PACiIONMETHO�". ACCOR�ANCE 441TH THE GEOTECHNICAL REPORT AN� CIiY OF ELK RIVER. 21. NOEXTRAPAYMENiYl9LLBEMA�EFORTEMPORARYSTOCKPILINGOFEXCAVATION. 29. THEREIrIOVALOFBITUAlINOUSICONCRETEPAVEMENTSHALLINCLUDEALLNECESSARY 8. TESTROLLINGSHALLBEREOUIRE�ONALLROA�4'lAYS4'lITHALOA�E�TRFAXLE�UMP EIJ�BANKMENTANO;ORBORRON/MATERIAL SANIClIT5A51NCI�ENTAL. TRUCK AT THE BOTTOM OF THE SUBGRA�E AND THE TOP OF THE AGGREGATE BASE. 22 CONSTRl1CTI0NAC11NTI5HALLBEPERFORME�INSIICHAM1IANNERTHATACCES5IS 30. ALLFlELDTILESCROSSINGTHEEXISTINGnN�IORNE':�'RIGHTOF�:IAYSHALLBE 9. INANYPROPOSE�CONSTRIICTIONTHECONTRACTORSHALLSTRI\'ETOSlIBSTANTIALLY �.IAINTAINEDTOALLRESI�ENCES.':l'HERECONSTRUCTIONOPERATIONSREQUIRE PROTECiE�ATALLTIMES.TILELINE51rIARKE�O�THISPL4NAN�AN`/LOCPTE�Ol1RING M1IATCHTHESOILSINPLACEINTHETOP4'OFTHEROA��NAYS.GRANULAR6ACKFlLLSHALL CLOSUREOFACCESSTOSREORSURROIIN�INGPROPERTIES,CONTRACTORSHALL CONSTRUCTIONOPERAiIONSSHALLBEVERIFlE�T09EIN'fIORKINGORDERnTTHE NOTBEPERM1IITTE�ADJACENTTOINPLACENON�GRANULARSOILSINORDERTOPREVENT COOR�INATE4!'IiHS�VDPROPERNOWNERATLEAST2aH0URSBEFORETHEPNTICIPATEO COMPLEiIONOFIA�i55EARTHNIORKAN�AGGREGATEPL4CEMENTOPERAilONS. ANPBRl1PT501LS�IFFERENTIAL 4CCESSINTERRUPTIONAN�ALLACCESSSHALLBEATLEASTTE�.IPORARILVRESTORE� INSPECTION.�OCUMENTATIONANDREPNRIREPLACEMENTOFTILELINES.IFNECESSARY EACHNIGHTBEFORETHEEN�OFTHE�ilORK�aV.NOPROPERTYO�i,'NERSHALLBELEFT pUETOTHENEGLIGENCEOFTHECONTRACTOR,SHALLBETHERESPONSIBILITYOFTHE 1�. THEBOTTOIAOFALLSl1BClIT55HALLBESHAPE�AN�COMPACTE�BYTHE'�l1ALIiV NIITHOUTA�EQUFTEACCESSOVERNIGHTOROVERTHEVIEE'nEN�.EMERGENCYVEHICLE CONTRACTOR. COMPACTION M1IETHO�". ACCE55 SHALL BE MAINTAINE� AS 4l'ELL 31. THECONTRACTORSHALLINSTALLTEMPORARYMAILBOXE9AN�SJPPORT9ATLOCATIONS 11. INANYCASENIHEREGRANULAREMBANKIAENTSORBACKFlLLJOINNON�RANULARSOIL 23. ASSHOINNONTHEPL'nNS.I'ARIOUSUTILITIESARELOCATED\^ATHINTHEPROJECTLIMITS. DESIGNATE�BYTHEPOSTM1IASTER�URMGCONSTRUCTIONOPERATIONS,INCIOENTAL. EMBANKIdENT50RBACKFILL.PROVI�EA1(�/�201H1TRANSITIONTAPERBETYJEENTHE THEREAREA��ITIONALUTILITIESTHATMAVEkISTAN�ARENOT5H049NONTHEPLANS. GHANGESINMATERInLTOPREVENTnNnBRUPT501L501FFERENTIAL.THE1(V��,20(H)TAPER THECONTRnCTORSHALLC00R01NATETHEIRACTNITIESYVITHTHEAFFECTEDUTILITY 32 THECINYl7LLIM1IPO5EA51,�00NAINTENANCEFEEFOREVERVPATCHLOCATIONNEE�EDP SHALLBECON�TRUCTE�SOTHATTHEGRANULPRBACKFlLLP.IATERIALOVERLAYSTHE COIdPAMESAN�iORA�JACENTPROPERNOWNERSA��'i.9LLBERE5PON51BLEFOR THEB�ISECOURSEPAVEMENT.NOPATCHESAREALL04VE�INAVY4VEARCOURSE nDJnCENTNON�GRAVUL'nRS01L5BACKFlLL. VERIFlCATIONANDPROTECTIONOFALLUTILIIIESINiHEIREk1STINGLOCAiION(P01VER PAVEMENT. POLES, PE�ESTALS, ETC.�. THE CONTRACTOR SHALL COOR�INATE'i �ITH THE PRNATE NOTE rHE cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes NOT APPEAR IN COLOR, THI S IS NOT AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. ssloNUENaINEERUNOEa HE���N9soFTHE sTATEOF soTA WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) SOILS & CONSTRUCTION NOTES 4 ��.�V 4 � � IVANHOE STREET NW TYPICALSECTION oa2acueascuTTee�seeoeTay I sueMouNT�e�eoa2acueeacunea(seeoeTniq 31TI11�AINOUS PAVEM1IENT (SEE DETAIL) _ i I I I I I I Nsl I la sl Ipl�l I II I II I II I II I II I II I II I II I II I I 6'Sl1IBIRINNISIEI�ITAIL�II III III III —III .,IIIIII�I III ,III,,,III,,,III,,.III— III III TYPICAL STREET SECTION - SIDEWALK RIGHT Nrs D428CUR8&GUTTER�SEE�ETAIL) I SIIRM1lOUNTABLE�42BClIRBBGIITfER(SEE�ETAIL� aiTweinous PaveMeNr �see oETni�� � �II � �I I �Ns��r���a��s��r�P��lllllllllllllll� I IIIII���I ��� s��sueoeuNiseeoeTaiy I I I I I I I I I _ _ �coNcaeresioe,:w�K�seeoeTnai TYPICALSTREETSECTION-SIDEWALKLEFT Nrs � 15`b�2°b MAX) I I I INICkETESI�EYVALK SEEDETAIL ( 1 I I�I�R���I I I� ��I I I� i oETaul NorE � THe cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN � ORIGINALPLANSETANOMAYRESULTIN � MISINTERPRETATION. NIASPREPAREDB^MOVRvuCE E � STATEOFI�IINNE90TINEERUNOEaiHE��i.soFTH e WHITNEVM.S.BEHNV � ouPucnre � PRo�ecr � LENNAR HOMES ( F BRADFORDPARK ( DEVELOPMENT � (PHASE 1) f 22-26553 � �eff�) � � TYPICAL STREET � SECTIONS 5 aR� E ��oo � E��� , �� —, � � . ,e � �E� , �, , "a's � s.,,�PE�N �o� i � . � � �� i. . � , . � aa a E � ; � �' � °° � �` � ` � t , '� ����� ��� � � i � a�a��,o� �aR� N�. a�,�����,�oPa� _m�l�' ;%� �,� '� „ P ��a� A�� ��,.En �� 0o I �po���s�aa�eE �E . , � � a � � _ oF� o� � ,ay�d oo ��� . e � �� �� �a�P�,Eos�aoa,oE �o P��.Eo�aoRaoE ° , � e � � � �� ,�,�z� � _ _ _ _ n w _ o + + �� ,� � _ �uRU ��.rns_� coNcael= curzo nNo �.. -� . j � — � � '� _ �? f�' } E �� , r� i i i—i i i i i i—iTi i i i—iTi—r . �=Ao��s � �. ��, s� .- .�.,Ew F�o v ��E `�sEc ion � n n� . R�_� , i i �� i . — — — — r. -�N � i �� � m . �i � � i � ��� i�� . ,. t _ . ., �. o .�q� . P eo � ���/ V � .oP �.,ER � � 1 I � t _ � .� 4 i�-. ��� .,��•;-c . � rr- +\\ ,� °�'1 „ f �cxF on. (.. � � � ���� � \ =IIII_ _ p a " m o. �,. s - IIIIIIII�„ ,,,III��„III�,��III� � � ., ° � :� �ur�F� ye-�-. � r�ecu�RirvoFrHeseau�NsoeaeNo �� , � ^ ` , � „ uaoNco�oRcoaies.iFrHisrExrooes ° . � s� � NorAaaeARwco�oR,rHisisNorAN II __ _d_-- a � �P -- I Ec } _ - 1 oRi�iNA�a�nNSErANOMAVREsu�riN BITUMINOUS PAVEMENT CONCRETE SIDEWALK � _ .. _ .o ', MisNTeRaRETAnoN. � Nrs Nrs I ,.��s ro�.ca�TF c.;rz� nNo c�.rTFS essio°NueNaiNEeRu�Noea`He°E„"s oF,He - , � _ _ �.ziz�z, ,�reoF oo_ , �„ F „ � n NNesorn � WHITNEV M.S. BEHNV SURMOUNTABLE AND B618 '� CATCH BASM FRAME PUCEMENT CONCRETE CURB ANp GUTTER SURMOUnTABLE CURO AnD GUTfER �f'� E k��.� ��' E w w� 0 60,68 River 200� �iver 2005 LENNAR HOMES BRADFORDPARK ���o�nEa DEVELOPMENT (PHASE 1) EoelruidlNousauaFacE ^ � a � ELKRIVER MINNESOTA �IsilNoelrui�nlNousa�VEidENr Ei11LFCRPA/EnlErvi SECIIONn SJ II—III- 22-26553 �uBbASE �e ff�) NOTES: s PEa���,EOP��E,����E�eoa��H �sE�.�EN�ERN�,.e�r��.�No��a�,sEwsr�N��,�n��No�s �� ��R.EtirER���RE��,En��oo,3.9.�� SITE DETAILS EDGE MILLING STORM SEWER SUBDRAIN NTS ST350 NTS SD900 �EEr 6 OF 79 /OGO O O � �\� � �O�O�O�O�O�O�O� �0000�0 , 000�oo� 0000�oo 0000000 I ���000 / . \ �O O O�O�O O �/ �;,s .\\� R M 5 / \ . nlC� .,Cc �OLfs � � a „a. , ��, _ s ,/r STANDARD MANHOLE CASTING � 2506 4 �H.EE oR w.E��A �,� 1 i ��A Ma�ti � � o oRA�NA�E AHo �,���n E��, �n��EE� �Eh�E Pasr P����� ��EN TYPIGAL HOUSE SERVIGE / /,; �� i�—= AR�� � �.,u� / � , ,���� s P�v� � , � � � i// � � .������� ���� ,, �ko�=a �.,, � _,��,� CLASS B PIPE BE�DING ����AL 3406 -- �. . ��!�P��� /�� �„a„��aR 3fNo� soE�FEo ��� � � �aoN�RE� ��F o�ER ,s �F o�.�, �s2w[R Mq N wrr ns SPLC nLD SERVICE RISER SECTION PUE n5 SNOnN BY nka0w5 iOWaH D ry Bv MftOlvS � — � P_K HOLFS � � \! � � YLK HOLES. �I. � ` � ' � � I il '�� ' -_ ..) -t"- i:. [ti-V I 'J-2l . � NC 4�_z, � � � �� : � ,��� �- . — ���� �sE�1�oN A_A ��o �v�= �-==—� SECT�N A. A �1 E��E��R� �o�E �10 __ E� .a� ro�E , Aaa o� � e-, aE�ow �o�E '��eE�F�A.o�= yt� �, wM �xa �F�a,a� E��o�s �� �x� �o�.� o �� s I,; _ � �_ � — ��MA��,A�� F�ow �� A�I II M i� Oi^ STAN�NR� MANHOLE I�2/Z� �� FLOW FROM NLEi To ET2/202 - orwo �Y INSIDEADROP MANHOLE � 'Np�Ro 4000 � (Two FEET oR �Ess) 4002 NOTES: P`iPE ��;ERr shEusELO�;EA�r.�ays�°ciFicanon,Erer.=s",iosoazeaR ssuaE � P�PE �r�oN�s,�No�ao.�R�oESM>�aE��oa R�E�RooN�E�,�oNPa�, ic N�eEsaav ouE ro EwsriNc sEavicE �ocanaNs. � - SANITARY & WATER SERVICES (SAME TRENCH) 4008 NTs snaao � �� 4 i No1E , rHe cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN � oRi�iNA�au�NSErANOMAVResu�riN � MISINTERPRETATION. � N/ASPREPAREDBVMEORUNDE'RMV�REC : STATEOFIONUENTINEERUNOER HEL�N99oFTHE e A NNE50 .Y WHITNEVM.S.BEHNV � XwXwXX;:X 60�68 � � ooP���rE � PRo�Eor � LENNAR HOMES ( F BRADFORDPARK ( DEVELOPMENT � (PHASE 1) f 22-26553 �e ff SANITARY DETAILS 7 NOTES: TRACER WIRE FOR SANITARY SEWER NTS SA]00 � �s� � � °�E s s�,s oo a � �3Fa� — � � � � F ARRA��FMF�. z ��z ; -,8. � �, ;�,� P � an�. .A��P�PF =� � �a° P� �� o������,o�� ,z ��a. �„�� �` � �� �� s i/o-' � a/e" ��e' �oury i� � ��� PACER HYDRANT DETAIL n��� 3401„ �� ' �, �� I � ,�—._wA. � �� � �� — - � � � ��.��x�,.�o:a�o �a �z �����_E=,o�� w4.���. � Aa=.o� ao: � _ �� ��,P� .� ,�� ,�_, t � 5E� .�=.Eo ��.�� a�=. J/aso-n oU . H. ..cxr._..s urverir.c. III �a � o��o Roo �I�� ,AMa��� wk .M � � �. _ �sro.P a � b — ���� �� ��� TRACER WIRE DETAIL �.,,. 3408 � ,EE >�o �A��E ao. � %�� � �\\ �..� � � m Hl'�RANT RESTRAINT DETAIL .�� 3402 � �� ,�M.N =_cc or w i E� -� wi'� sxorer �uMvca wire= w EA��1. �oss E�, l� w� E�E 1,�,. �o�ry ��,Ra�Ea .aE a«E a�(T�T) _ � �Ro��ou oiry e�� �v. "� e `` sew �.rv� � �f iRACER YARE LAYOUT �ETAiL �,. 3409 �r: Pa�,Eo a��E on i s,R�. � ����:` F ���-.`; ` G ��� wA.�A�ti � � ,.:� �r�� � �� � F ic - J ,Ic _ .,.. _ .�_ �li P_AN TYPICAL SERVICE �ETAIL �'1�"'_ 3403 raeuurE rora�laaoF / /v F�EOFaoLi �� � � ��' y= ��' ��� �-�= -:.,y TEE PWGGEDCROSS WYE PLUGORCAP ^ \ �� � � v � � �� � \ d� � � . � A' ' �� � a No P ��� o Ro s P����EorEE a, �Ro= � °��- ��j �,���sA�o \_��� o��l�� . My. _ �. „�� i ���REo� � P�o osE, wA.ERMA�� wA ERMA� �sr�A.an �NOER sAvrARr oR sro�M ,E E� � ^�P_,� REo� k �_ �, , �_ >�A.EFMA � I � oaM��� � � .o� li—� �A�o � sr� ��� �_ ��,ROP�sEo =EwER wqiERv.qiry irvSrALLATIDN QVER.SPNiiARY � SioaM sFwck �4S£�. .. FECr, �L. nLL 2/201 ►�i WATERMAIN CROSSING ..,tu� 3404 THRUST BLOCK BEARING (SF) TABLE NOMINAL TEE,WVE 90BEND pLUGGED FITTING q5° 22�° ��j° PLUG OR PLUGGED ONRUN SIZE CAP CROSS BEND BEND BEND INCHES q^ q= sa z9 S �s d0A e NOTES �. ��E.E.�a�ns�o���,oe Po�aoa���s,�N�,��EOE��,� ��N� rE��aaF�o�N,��o��E�R�Es Nors�o, �oNP����REa�R���RN��RE�,rFmN�s�� �aE�s No�„E��aa� ���sr F a, ra��Fo�,o. E,Es.P���aEs �No>uo �a E���aE,A�Nasra��,Es. aE����aE���o�����a�a��a�Eru as�o,�a�P���s,��PRE�Eo���,ERaE�R��o�aE���o � ° �Eoo�,Es P°Es°�REaF,000vaoa� a«oH��Eso��eEa���os,�asoFe000�� a �oKaE,w�Na�aE�rE�,P�s����;�o�sa��aE;A�Na„A���,�a�a��E sEr�EFoua N� WATERMAIN THRUST BLOCKING NTS WM]00 ��.�V 4 � No1E rHecu�RirvoFrHeseau�NsoeaeNo ' uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN i oRi�iNA�au�NSErANOMAVResu�riN � MISINTERPRETATION. I STATEOFI�NNESOTINEERUNOEaiHE��isoFTH ; WHITNEVM.S.BEHNV ! o�P���rE � LENNAR HOMES i BRADFORDPARK i DEVELOPMENT � (PHASE 1) � � WATER DETAILS 8 �TI; ��� � i � CONIAV N p n rv0i LES� irvnry O.i1 54-I ER FOOT 0� HEIGHi. cv: z/zoz3 SHALLOW CATCH BASIN 5 rvp�o 2500 I— ! _ti.P „v,v ������ � �,�„�.�. � s«.���� o 0 �-' - A � � ���„aP�P �`� ��q� �� m� a"�rvm��i � o �RaP� '� -, . � � ��.�, / 9t�£3��� E..�E .>�a� RIP—RAP INSTALLATION s.A�oA �A=n� � l Ro,tio �x �a �,, � �� �A .,,�E oR Eo �� � ,�oM oEPii 5 L�.... hAN EGH FEEi. Z/202 SLAB TOP MANHOLE prvo�E o 2502 iz- ^�a s.ne�E s I� �. -I �� - - � � �� _�°� � � � � �z �, -� T STANDARD INLET CASTING i 2507� �— �A �� — ,r.e � �s� �o,EE<� � � Ma x '� `�Atio� ' r�E" �, a� R�o� ,� a ,, _ � I � �aa a�EPrAa� �o �r � I � � �� A��r TE ��Eo E� o� aPPRo�Eo Ea�A� � � }x: � I' ' I � , �EA� E �� .EMa �� , zEs FLACtMtN- „- FOLtS s ronM�rw �9tt �- 3/wc6 � CONCRETE PIPE JOINT TIES ,���j� iver 2503 DRAIN BASIN NTS SD320 ,� �— �. � � � —_ ���u ,; � � /�� —`--�---��I-t E E�4il(�`�. �TRASH GUARD o„� e� 2504 �P��rEo a��KF� ��' �h�o,Ke , � ��y ��� c ;��UU �UU� ��; %��',��',',� ; �y U �UU� ",J��'��� Piceao�e �����. ��� ��� ti7; ,�7;v,v.. �:kA�•N,vRSN��.r . �� �� ,� 0 � �,,�,, ��v,, � nox�oxaNP�FE � oasaa� , � ; � � —.._ ' �����;������� eEo.mc Y TRENCH WIDTH PIPE A1 TRENCH WIDTH c.ac NOTES: NP1PE39H LL eEi cioERaE000s.oP� oA,uNcaHs�,Au�aiooreai NON-CONCRETE STORM DRAIN PIPE BEDDING NTS SD600 ��� 4 � NOTE , rHe cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN � oRi�iNA�au�NSErANOMAVResu�riN � MISINTERPRETATION. � E � STATEOFI�NNESOTINEERUNOERTHEL�i9oFTH e WHITNEVM.S.BEHNV � o�P���rE � PRo�E�r � LENNAR HOMES ( BRADFORDPARK ( DEVELOPMENT � (PHASE 1) f 22-26553 � w,� STORM DETAILS sEooENo�Ea �a,N�Fror�reEreereEoo��� noN NOTES: O ,. °�sio�a°��NooµRoaso;h;:h�,wos;�°oHo;oxNa�io 0 �w�F�c.��as�coM�,E`m�nnnoNao��oewNe�sm.veeiwv�irn No�no�s. A / � s F�OE FOE BALK OF CURB FL�W LINE O O" O" Q1 FRONT OF Gl1TTER A PERPENDICULAR A / � �— / � ; �O � // NON-WALKABLE OR S NON-WALKABLE ^a WALNABLE SIIRFACE O � O WALNABLE SURF FLARE FLARE OO OO o" o" OO i0 I A TIERED PERPENDICULAR � � � / / / / � �_ /� --� / /� �O o�� � o�� �, PARALLEL CUFB OF VAR. 9'0" MIN. CIIRB AN� RpMP RE�t1IRED LANDING cuTrER vn^ a. OA2 FT./FT. MA%. >0.05 FT./FT.AND 5 O.OB3 �T./FT PREFERRE� 6" CONCRETE WALK SECTION A-A PERPENDICULAR/TIERED/�IAGONAL Cl1RB CURB CUTTE CIIFB OF CIIRB AN� yqR. q'0" MIN. GUTTER RAMP RE�VIRED LANDING �_ 1/4" R. _ _ _ 0.02vFT./FT. A%. >0.02 �T✓FT.AND 5 0.0'. FT./�T PREFERRED 6" CONCRETE WALK SECTION B-B FAN REVISION: nPPRovEo: u-oa-zoz� �ra�oaR��. FANQo DEPRESSED CORNER n,r�r+ �� NON-WALI(ABLE OR WALKABLE OO DIACONAL SURFACE z� MAX� � SHALL ONLY BE USED AFiER ALL P OTHER CURB RAMP TTPES HAVE eEEN EVALIIATED AND �EEMED IMPRACTICAL NOTES: � LAN�INGS SHALL 9E LOCATE� ANYWHERE THE PE�ESTRIAN ACCESS ROUTE IPAR)CHANGES OiRECTION.AT THE TOP OF RAMPS THAT HAVE RIINNING SLOPES GREATER TNAN 5.0%. AND IF TNE APPROACHING WALI( IS IfiVEPSE GRApE GREATER THAN 2%. INITIAL CIIRB flAMP LANDINGS SHALL BE LONSTRl1CTE� WITHIN 15'FFOM THE BACK OF CURB,WITH 6'FROM THE BACK OF CURB BEINC THE PREFERRE� DISTANCE,ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SL�PE IS OVER 5.0%. SECONDARv CURB RAMP LnNDINCS aRE REDUIFED FOR EVERY 30" OF VERTICAL RISE WNEN THE LONGITIIDINAL RIINNING SLOPE IS GREATER THAN 5.0%. CONTRALTION JOINTS SHALL BE CONSTRIILTE� ALONG ALL GRAOE BREAI(5 WITHIN THE PAFi.1/4" OEEP VISUAL JOINiS SHALL BE USED AT iHE TOPS OF CONCRETE FLARES ADJACENT TO WALK.IBLE SlIRFACES ALL GRADE BftEAI(5 WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TFAVEL�jHt15 BOTH SIOES OF A SLOPED WALKING SIIRFACE Ml1ST BE EOl1AL LENGTH.IE%CEPT AS STATED IN i5� BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRIICTED.ALL INITIAL LANDINGS AT A TOP OF A RAMPE� SIIRFALE (RIINNING S�OPE GREATER THAN 2%ISHA�L BE FORME� AND PLACE� SEPARATELY IN AN INOEPEN�ENT CONCRETE POIIR.FOLI.OW SI�EWALK REINFORCEMENT �ETA[I.5 ON SHEET 6 OF 6 FOR ALL SEPARATELY POIIRE� INITIAL LANOINGS. WHEN SIDEWALN IS AT BACK OF CIIRB.TOP OF CIIRB SHALL MATCH PROPOSED ADJACENT WALK GRA�E. MAINTAIN POSITIVE B�IILEVARO ORAINAGE TO TOP 0� ClIRB. ALL RAMP tYPES SHOlILO HAVE A MINIMUM 3'LONG RAMP LENCTH. 4'MIN1MIlM WI�TH OF OETECTABLE WFFNING IS REOt11ftED FOR AlL RANPS.DETECTABLE WARNWGS SHALL CONTINIl0U5LY EXTEN� FOR A MIN.OF 24" IN THE PATH OF TRAVEL.�ETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTN OF $HARED-USE PATH$ AND THE ENTIRE PAfl WIDTH � THE WALK WITH THE EXCEPTION OF 3" AfAXIMUU ON EACH Ol1TSIDE E�GE WHICN ENSURES THE DETECTABLE WdRNiNf,S AFF FNfASFII IN C(1Nf.RGiF WHFN Afl.lAf.FNT TIl TIIRF.WHFN A�.IAf.FNT TfI f.fINCRETE FLARES 0" - 3" OFfSET IS ALLOWEO. WHEN OESIGNING OR OR�ERING RECiANGIILAR OETECTABLE WARNING SURFACES SHOUL� BE 6" LE55 iHAN THE INCOMING PAR.ARC LENGTH OF THE RADIAL DETECTABLE W/RNINGS SHOULD NGT BE GREATER THAN 20 FEEi. RECTaNGULAR DETECTABLE wARNMGS SHaLL BE SETBACK 3" fROM THE BACR OF CURB.Pa�]aL DETECTABIE WARNINGS SHALL BE SETBACN 3" MINIMUM TO 6" MA%IMUM FROM THE BACK OF CURB. Q1 MATCH GULL HEIGHT CURB. Q2 4'MINIMIIM OEPTH LANDING RE�UIP.EO ACRO55 TOP OF RAMP. 3O 3" HICH CtIRB WHEN USING A 3'LONG FAMP,4" HICH CIIRB WHEN lISING A 4'LONC RAMP. O4 SEE SHEET 4 Of 6,TYPILAL SI�E TREATMENT OPTIONS,FOR DETAILS ON iLARES AND RETURNE� CUR65. O DEAS BLE TOwCON5TRt51CMATHEELAN]MG OUTSIDE OF4THE �DETECTABLE WARNING AREA�r Q THE CRApE BREAK SHALL BE PERPENOICl1LAR TO THE BACN OF WA�K. THIS WLLL ENSURE THAT THE GRAOE BREAK IS PERPEN�ICtILAR TO THE DIRECTION OF TftAVEL.ITYPICAL FOR ALL) O WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE IISE� WHEN FEASIBLE.V CIIRB, IF IISED,SHALL BE PLACEO OUTSIOE THE SIDEWALM LIMITS WHEN RICHT OF WAY ALLOWS. WNEN ADJACENT TO PAFKING LOTS.CONCRETE OR BITUMINOUS TAPEFS 1E55 THAN 5% FUNNINC SLOPE SHOUL� BE IISE� OVER V CIIRB TO RE�IICE TRIPPING HAZAR�S AN� FACILITATE SNOW & ICE REMOVAL. gA i'MIN TOP RADIUS GRADE BREAK IS REOUIRE� TO BE CONSTFUCTIBLE. 9 PAVE FULL WALN WIOTH. O EVAWA�EDSAND DEEMED�IMPRACTICAL.USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN II INTEFNEOIATE CI1RB HEICHTS TAPER SHALL RISE AT 8-10% i0 A MINIMIIM 3" CIIRB HEIGNT. ftE�IICE INTERMEpIATE ClIRB HEIGHT TO 2+ INCHES IF NELESSARY TO MATCH ADJACENT 9011LEVAR� OR SI�EWALI( GRA�ES. LEGEND THESE LONCITII�INAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT,LONGITLIOINAL SlOPES UP TO 8.3% OR FLATTER ARE ALLOWE�. �INDICATES PE�ESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMIIM ANO 8.3% MAXIMIIM IN TNE �IRECTION SHOWN AND THE CROSS SLOPE SHALL NOT E%CEED 2.0%. (G% IN�ICATES PE�ESTRIAN RAMP - SLOPE SHALL BE GREATER T THAN 2.0% ANO LE55 THAN 5.0% IN THE DIRECTION SHOWN � AND CRO55 SLOPE SHFLL NOT E%CEE� 2.0%. �LANDMG AREA - 4' % 9' MIN. (5' X 5' AIIN. PREFERRED) DIMENSIONS AND MA% 2.0% SLOPE IN ALL O]RECTIONS.LAN�ING SNALL BE fULL WI�TH OF INCOMINC PAFS. X" CURB HEIGHT STANDARD PLAN 5-297.250 I 1 OF 6 ///�� APPNOVEU: 1]-�4-2�2] /I �A HENSED: �r�i �----...� ............. STAT� PEDESTRIAN CURB RAMP DETAILS (TH I SHEET N0. OF SNEETS ��.�V 4 � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes NOT APPEAR IN COLOR, THI S IS NOT AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. ssioNu ENaINEER uNOEaLiHE� ��N9s oF THE siAiE oF soiA WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 �e w�) CURB RAMP DETAILS S�EET 12 WALNABLE SURFALE � � F O6 2 � z'� x o„ � �/ --^ / ,� — V si � � r �2 . r o, �. G A y 9 \ �O e99s, FO � COMBINED DIRECTIONAL Is RAMP m8% TO 30% SLOPE \ DIRECTIONAL RAMP WALKABLE FLARE � I I O NON-WALKABLE SIIRFACE BACK OF CIIRB p�� FLOW LINE � FRONT OF GUTTER j 5 OO IF NON-CONLRETE BLVD.IS / CONSTRl1CTED AND IS LESS THAN 2' ""{---" "-"--"-""-""-- 1N WIDTH AT TOP OF CIIRB p�� TRANSITION,PAVE CONLREiE RAMP WI�TH TO ADJACENT BACN Of CI1RB. IO GRADE GflADE RA�P BREAN qA�P BREAN � MAX.2.0% SLOPE � MAX.2.0% SLOPE IN ALL DiRECTI0N5 IN ALL DIRECTIONS 0' 3 �� l3 O il O �ETECTABLE WARNMG PLACEMENT WHEN $ETBACK CFITERIA i5 E%CEEDE� �z ONE—WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB N-WALKABLE OR LI(ABLE SUftiACE BACK OF CURB FLOW LINE FRONT OF GUTTER 1.0% MIN. 2.0% MAX VAR.RAMP 6" CONCRETE WALK 2.0%3.0% GIITTER SLOPE SECTION 0—� CURB FOR DIRECTIONAL RAMPS OO REVISION: nPPRovEo: u-oa-zoz� �ra�oaR��. STANDARD ONE—WAY DIRECTIONAL OO NOTES: LANDINGS SHALL BE LOCATE� ANYWHEftE THE FE�ESTRIAN ACCE55 R011TE IPARICHANCES DIRECTI�N,AT THE TOP OL RAMPS THAi HAVE fiIINNING SlOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALI( IS INVERSE CRADE. INITIA� CURB RAMP LANDING$ SHALL BE CONS'RUCTED WITHIN 15'�ROM THE BACK OF Cl1FB, WITH 6' FROM THE BACI( OF CIIFB BEINC THE PREFERRED OISTANCE. ON�Y APPLICABLE WHEN THE INITIAL RAMP RIINNING SLOPE IS OVER 5.0%. SECONpARY CUR9 RAMP LANOINGS AFE RE�UIREO FOR EVERY 30" OF VERTICAL RISE WHEN THE LONCITIIDINAL SLOPE IS GREAiER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRIJCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" OEEP VISUAL JOINTS SHALL BE USED AT THE TOP CRA�E BREAK OF CONCRETE FLARES AOJACENT TO WALKABLE SIIRFACES. ALL GFADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EOUA� �ENGTH. TO ENSURE INITIA� RAMPS ANO INITIAL LANpINGS ARE PROPERLY CONSTRUCTE�,LANpINGS SHALL BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORLEMENT OETAILS ON SHEET 6 ANO THE A�A SPECiA� PROVISION IPROSECUtION OF WORI(1. TOP OF ClIRB SHALL lAATCH PROPOSE� AOJACENT WALN GRAOE. WHEN THE BOULEVARD IS 4'WIOE OR LESS.THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVAftD SLOPES FROM THE TOP BACK OF CIIFB i0 THE PAR. ALL flAMP TYPES SHOULO HAVE A MINIMIIM 3'LONG RAMP LENGTH. 9'MINIMIIM WI�TH OF �ETECTABLE WARNING IS REOIIIRE� i"Oft ALL RAMPS.�ETECTABLE WARNINGS SHALL CONTINIIOlISLY EXTEN� FOR A MIN.OF 24" IN THE PATH OF TRAVEL.�ETECTABLE WARNING TO COJEF TNE ENTIRE PAR WI�TH OF SHARE�-USE PATHS ANO THE ENTIRE PAR WI�TH OF THE WALK WiTH TNE E%CEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE �ETECTABLE WARNINC$ RRE ENCASE� 1N CONCRETE WHEN ADJACENT TO TIIRF.WHEN A�JACENT TO CONCRETE �LARES 0" - 3" OFFSET IS ALLOWEO. WHEN DES[GNING OR ORDERING RECTANGULAR DETECTnBLE WARNMC Sl1RFACES SHOIILD BE 6" LESS THAN THE INCOMING PAR.ARC LENGTH OF THE RAOIAL �ETECTABLE WARNINGS SHOIILD NOT BE GREATER THAN 20 FEET. RA�IAL OETECTABLE WAFNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMIIM FRON THE BACK OF CIIFB. SEE NOTES�& �] FOR INFORMATION REGARDING RELTANGIILAR �ETELTABLE WARNING PLACEMENT. 1O MATCH FULL CIIRB HEIGHT. Q 3" NIGH CIIRB WHEN USMG A 3' LONC FAMP 9" HIGH ClIF6 WHEN USING A 4'LONG FAMP. O3 3" MINIMIIM ClIRB HEIGHT 15.5' MIN. �ISTANCE REOIIIRED BETWEEN �OMES) 9" PREFERRE� (1'MIN.�ISTANCE RE�IIIRE� BETWEEN �OMES1. Q TNE "BUMP" IN BETWEEN THE RAMPS SHOUL� NOT BE IN THE PATH OF TRAVEL i0R COMBINED OIRELTIONAL RAMPS. IF THIS OCCIlRS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A fAN/DEPRESSE� CORNER. O5 WHEN IISING CONCflETE PAVE� FLARES ON THE OIITSI�E OF �IRECTIONAL RAMPS,AN� A�JACENT TO p WALNABLE SURFALE,DIRECTIONAL RAMP fLAftES SHALL BE USEO. SEE THE OETAIL ON THIS SHEET. O GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB.IF USEO.SHALL BE PLACE� OIITSIDE THE SI�EWAL LIMITS WHEN RIGHT OF WAY ALLOWS.WNEN A�JACENT TO PARKING LOTS.CONCRETE OR BITUMIf10115 TAPERS SHOIILD BE USE� OVER V CURB TO REDIICE TRIPPING HAZAROS AN� �ACRITATE SNOW & ICE REMOVAL. QT MAX.2.0% SLOPE M ALL DIRECTIONS IN LRONT OF GRADE BREAK AND DRAIN TO GLOW LME.SHALL BE CONSTRl1CTE0 INTEGRAL WITH CURB AND GIITTER. Q 8% TO ]0% WALKABLE FLARE. Q9 PLACE DOMES AT THE BACN OF CURB wHEN ALLOWABLE SETBACK CRRERIA 15 ExCEEDE�. O SIIRFACE.AND 5'MAXIMUMBWHEN AD ACENTLTOBNONEWABKABLE SUFFACE WITH ONEJCOFNERTSETA3rcAFROM BACN OF CIIRB.A WALNABLE SlIRFACE 15 �EFINED AS A PAVED SIIRFACE AOJACENT TO A CIIRB RAMP WITHOIIT RA15E0 OBSTACLES THAT COUlO MISTANENLY 6E TRAVERSE� BY A USER WHO iS VISIIAILY IMPAIFEO. 1l RECTANCULAR DETECTABLE WAPMNGS MAY BE SETBACI( lIP TO 9" FROM THE BACK OF CUFB WITH COFNERS SET 3" FROM BACK OF Cl1RB. IF 9" SETBACX IS E%CEEOED USE RAp[AL DETECTAB�E WAFNING>. Q FOR DIFECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB,THE �ETELTABLE WARNINGS SHALL COVER THE ENTIRE WI�TH OF THE WALK/PATH.THIS ENSURES A pETECTABLE E�GE ANO HELPS ELIMINATE THE Cl1ftB TAPER OBSTRIICTING THE PATH OF PEOESTRIAN TRAVEL. 7Q THE CONCRETE WALK SHA�L BE FORME� AN� CONSTRIICTE� PERPEN�ICULAR TO THE BACK OF CUftB. MAINTAiN 3" BETWEEN EDGE OF DOMES AN� EOGE OF CONCRETE. Q9 TO BE USE� FOR ALL �IRECTIONAL RAMPS,E%CEPT WHERE OOMES ARE PLACE� ALONG THE 6ACK OF CURB. Q PLALE 2 N0.4 BAPS 4 INCHES FFOM SipE �F FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SI�E OF FLARE (MCI�ENTAL). LEGEND THESE LONGITUDINAL SLOPE RANGES SHAIL BE THE STARTING POINT.IF SITE LONOITIONS WARFANT,LONGITI1pINAL SLOPES IIP T� B.l% OR F�AiTER ARE ALIOWED. (5� INOICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN j 5.D% MINIMlIM AN� 8.3% MAXIMUM IN THE OIRECTION SHOWN � AND THE CRO55 SLOPE SHALL �OT E%CEED 2.0%. �INOICATES PEOESTRIAN ftAMP - SLOPE SHALL BE GREATEP THAN 2.0% AND LE55 THAN S.OY. IN THE DIRECTION SHOWN � AND CROSS SLOPE SHALL NOT E%CEEO 2.0%. �LANDING AREA - 9'X 9'MIN.l5'X 5'MIN.PPEFERREDIDIMENSIONS AND MAX 2.0% SI.OPE IN ALL �IRECTIONS.LANOING SHA�L BE FIILL WI�TH OF INCOMING PARS. X" CURB HEIGHT STANDARD PLAN 5-297.250 I 2 OF 6 ///�� APPNOVEU: 1]-04-2�2] /I �A HENSED: �r�i �----...� ............. STAT� PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET N0. OF SNEETS ��.�V 4 � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes NOT APPEAR IN COLOR, THI S IS NOT AN oRi �i NA� au�N sEr ANo MAv Resu�r iN MISINTERPRETATION. ssioNu ENaINEER uNOEaLiHE� ��N9s oF THE S,srE oF sora WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 �e w�) CURB RAMP DETAILS S�EET 13 SEMI—DIRECTIONAL RAMP OO OO OO 3'�OME SETBACK,4'LONG RAMP AND P115H Bl1TTON 9'FROM THE BACK OF Ct1R8 PRIMARILY I15E� FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTMl1E PAST THE PUSH BUTTON f�EAD-ENO SI�EWALKI INSET B �AR• � RAMP ( 6" CONCREiE WALK OBACR OF CURB/ EDGE OF WALK � PROJECTED �FROrvT OF GUTTER FLOW LME-i, , O O l/9 �1/4" 5% MAX. T 24' I g_12�� I � INSET B OUTFLOW GUTTER OO 20' MA%. RECOMMEN�ED TO N01 AFFECT PARKING HOLD ITANGENT 5' �/ PAST OlIT570E ZERO�'\ 1:3 MIN. TAPER �\ '� I�OWNSTREAM SI�E1�\ f I 0 FRONT OF G�TTER �NSET A � �\ OO OO BACK OF CIJRB/ ' i 1/9" FLOW LINE� � EDGE OF WALK T z'S% OO O ��� � - t/9�� 24" I e-l2" , I PERPENDICULAR 0 I 1/4 MIN TO 1/2 MAX INSET A 1:3 MIN. TAPER 1:5 PPEFERRED TAPER (IlPSTREHM SI�EI HOLO TANGENT 5' PAST OUTSIDE 2ER0 SMALL RN�IIIS_ 2'-10'TYPICAL LARGE RADIUS 0 20'-90'TYPICAL ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)�� DIRECTION 0� TRA�GIC MAIN STREET REVISION: nPPRovEo: u-oa-zoz� �ra�oaR��. INSET A FFONT OF GUTTEF OO BACK OF CIIRB/ r��4�� FLOW LINE ' EOGE OF WALK z si OO OO � �1/4„ T 24" 8-12" � NON PERPENDICULAR OO PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL INSET A �FRONT OF GUiTER OO OO BACH OF CURB/ � 1�4 FLOW LINE� � EDGE OF WALK � s. � O � t/9" FOR CURB MACHINE PLACEMENT AROUND RADIUS QQ (REGAF�LESS OF RAMP TYPEI ��.�V � i SawCUT BIT. EDGE VERTICAL :\ O g qO PAVElAENT �'�.� OO � OO E%ISTING BIT. \ � Z'� BITl1MINOl15 EXISTING BIT. � \ FEMOVE & REPLACE PAVEMENT �� �, MILL & PATCN PAVEMENT ` � BIT PAVEMENT y JJ \ � / // �� NOTE�. /i � rHEcu�RirvoFrHESEau�NsoEaENo � UPON COLOR COPIES. IF THIS TEXT OOES , Nor AaaEAR iN co�oR, rHi s is Nor AN _ _ 2 MIN �. oR�iNrERa ErATIONNOMAVREsuLriN 24"NIN. SAWCUT BIT. VqRIABLE OEPTH PAVEMENT � CONCRETE BASE E%ISTING BIT. —\ � 2" BIT. PATCH PAVEMENT ' OO & OO ��. ���� � 24"MIN. ONLY ALLOWED PER ENGINEER'S APPROVAL SAWCUT CONCRETE PAVEMENT � E%ISTING CONCRETE PAVEMENT � � 4 \ � t/� I y„ - PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON C11R8 RAMP RETROFITS SMALL RA�II15 � 2'-10'TYPICAL COMBINED DIRECTIONAL OO (COMPOUND RADIUS) NOTES: POSITIVE F�OW LINE DRAINAGE SNALL BE 1AAINTAINE� THROIIGN THE PEDESTRIAN ACCE55 ROUTE IPAFIAT A 2% MA%lANM. NO PONDING SHALL BE PRESENT IN THE PAF. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE CREATEft THAN 1/4 INCH. Q1 FOR I15E AT CI1RB CUTS WHERE THE PEDESTRIAN'S PATH OF TFAVEL IS ASSIIMEO PEFPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLII�E:PERPEN�ICULAR.TIEREG PERPENDICIILAR.PARALLEL. ANO �IAGONAL RAMPS. O2 FOR IISE AT CI1RB RAMPS WHEFE THE PEOESTRIPN'S PPTH OF Tq4VEL IS ASSUMED NON PERPENOICULAR TO THE GIITTER FLOW LINE.RAMP TYPES MCLUDE:FANS & �EPRESSED CORNERS. Q3 BEGIN GIITTER SLOPE TRANSITION 10'OIITSIOE 0� ALL CIIRB RAMPS. Q4 THERE SHALL BE NO VERTICAL OISCONTINl11TIE5 GREATER THAN 1/9". Q5 ELEVPTION CMANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GIITTER. PATCH IS USED TO MATCH THE NEW GIITTER GACE INTO THE E%ISTING ROADWAY. Q6 VARIABLE WIDTH FOR DIRECTIONAL CIJRB APPLICATIONS.SEE SNEET 2 FOR OIRECTIONAL CIIRB SLOPE REOUiFiEMENTS. Q7 TOP FRONT Oi GUTTER SHALL BE CONSTRIICTED GWSH WITH PROPOSEO ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GIITTER FACE MIIST BE A FORMEO EOGE. PAR GIITTER SHALL NOi BE OVERLAiD. OB SHOIILD BE USED AT VERTICALLY CONSTRAINEO AREAS WHEN AT A �RAINAGE HIGH POINT OR SIIPER ELEVPTE� ROADWAY SEClAENTS. O9 DRILL AND GROUT N0.4 EPDXY-COATE� IB" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. QO HELPS PROVIOE TWO SEPAFATE RAN,PS,REOtICES THE �OME SET6ACN LENGTH ANO MINIMIZES �IRECTIONAL CIIRB. THIS RA�IIIS �ESIGN CLOSELY FOLLOWS THE TIIRNING VEHICLE PATH WHILE OPTINIZING CIlRB RAMP LENGTH. 11 CIIRB EXTENSIONS SHOULO BE lISEO W VERTICALLY CONSTRAINE� AREAS,l15UALLY IN �OWNTOWN ROA�WAY SEGMENTS WHERE ON-STREET PARKING IS AVAILABLE.CIIP.B E%TENSIONS SHOIIL� BE CONSI�ERE� FOft APS PITERSECTIONS WHERE SPACE IS LIMITE�. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION pETAIL SHEET. STANDARD PLAN 5-297.250 I 3 OF 6 ///�� APPNOVEU: 1]-04-2�2] /I �A HENSED: �r�i �----...� ............. STAT� PEDESTRIAN CURB RAMP DETAILS (TH I SHEET N0. OF SNEETS ssloNUENaINEERUNOEa HE���N9soFTHE sTsre oF sora WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 �e ff�) CURB RAMP DETAILS S�EET 14 � LAN�ING ; WALNABLE - WALKABLE FLAkE � � FLARE RaMP WALKABLE � WALKABLE SUR�ACE g-10% 8-10% SURfACE ONCRETE m ONCRET FLARE FLAFE � 0 —� PAVED FLARES ADJACENT TO WALKABLE SURFACE � �ANDING ; NON-WALKABLE RAMP NON-WALKABLE Sl1R�ACE SllRf ACE 8-10% 8-10% CONCPETE m CONCFEiE FLARE FLAFE I'IAINIMUM 2 I l I 2 PAVED FLARES ADJACENT TO NON-WALKABLE SURFACE LANDING; RAMP NON-WA�NABLE // \� NON-WA�kABLE SIIFFACE �� �� SURFACE � B-IO% 8-10% � i GRA�E� m GRADEO � / fLARE FLAPE \ 2 I I I 2 GRADED FLARES � LANDING ; CURB pESIGN V� �Cl1RB OESIGN V SEE PE�ESTRIAN - RAMP - SEE PEDESTRIAN APPROALH NOSE APPROACH NOSE OETAIL �ETAIL NON-WALRA9LE m � NON-WALI(ABLE SIIRFACE SURFACE 2 l 2 RETl1RNED CURB �4 TYPICAL SIDE TREATMENT OPTIONS OO OO REVISION: nPPRovEo: u-oa-zoz� �ra�oaR��. MATC\LACE CIIRB HEIGHT - � 3" MINIMUM �"URB HEIGHT. 4" PREFERRED � � IMEASl1RE� AT FFONT FACE OF CURBI FOR A MIN.6' LENGTH IMEASURED ALONG fLOW LINEI DETECTABLE EDGE WITH QQ CURB AND GUTTER MATCH INPLACE / CURB HEICHT � � EocE oF aoao V � . 6 PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF C�R6 WA�K/PATH WIOTH I � �ETECTABLE I WARNINCS I i �O �O Q� 1] � NEAREST I r RAIL I � � GROSSING I 4'8.5" �� SURFACE I I I I ���!/1 �•' - ai � �'�' O ■■■■■ ' - � , � `" RAILROAD CROSSING -� PLAN VIEW NOTES� �� E�GE OF INTERME�IATE LIIRB HEIGHTS TAPER SHALL RISE AT 8-IO% TO A MINIMLIM 3 INLH CI1R9 HEIGHT.INCREASE CI1R8 TAPEft R�p� LENGTH AT LE55 THAN 8% OR REDIICE INTERMEDIATE CURB HEICHT TO 2* MCHES IF NECESSARY TO MATCH ' � . ADJACENT BOIILEVARD OR SIDEWALK GftADES. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING sEE SraNDaRD PUTE 7o3a nNo TNIS SNEET FOR aomTtorun� DETai�s oN oETECTnB�E waaulr+G. A WALKAB��_E SURFACE IS DEFINED AS A PAVED SIIflFACE ADJaCENT TO A CURB FAMP WITHOUT DETECTABLE EDGE WITHOUT CURB AND GUTTER R"�seu ues�naes �nni cou�o rn�s�aKen�r ee �r+nvcaseo BY n usee wnu is vuua��r iMPniaeo. J/���i Jf�� �������� :. �11111\l\l /� o- '���/'/,%1i0/%------�:v� ....f , ,,,.`,°' ��io,,:•;.;,, : ,. z � O4 \ ��`•� � �� �� CI1RB �ESIGN V " L2" R.� VAfl. 8 TIIRF OF � �6" 4"� } CONCRETE � TOP OF GIITTER /A C11F8 & ` �.` i" GtITTER / SECTION A-A � � TURF OR � � 6"� CONCRETE�^ OF SIDEWA�K h h/2 � 6" V 3" } SECTION B-B i�i Ql � PEDESTRIAN APPROACN NOSE DETAIL (FOR RETURNED Cl1RB SIDE TREATMENi) CONCRETE �LARE LENGTHS ADJALENT TO NON-WALKABLE StIFFALES SHOUL� BE LESS THAN 8 LONG MEASURE� AL�NG THE RAMPS FROM THE BACN OF CURB. OI 0" CI1AB HEIGHT. SEE INSET A ON SHEET ] OF 6. Q2 FULL CURB HEICHT. O3 SIOE TREATMENTS ARE APPLICA9LE TO ALL RAMP TYPES AN� SNOUL� BE IMPLEMENTE� AS NEE�E� AS �IEL� CON�IT[ONS �ICTATE.TNE ENGINEER SHALL �ETERMINE THE RAMP SI�E TREATMENTS BASEO ON MAMTENANCE OF 90TH ROA�WAY ANO SI�EWA�K,A�JACENT PROPERTY CONSI�EftAT10N5,AN� MITIGATING CONSTRIICTION IMPACTS. O4 TYPICALLY lISED FOR MEOIANS AND ISLAN�S. QS WHEN �0 CONCRETE FLARES ARE PROPOSE�.THE CONCRETE WALK SHALL BE fORME� AND CONSTRUCTE� PERPEPDICIILAR TO THE EDGE OF ROA�WAY. MAINTAM 3" MAX.BETWEEN EDGE OF DOMES AN� EDGE OF CONCRETE. Q6 IF NO CUR6 AN� GIITTER IS PLACE� IN RURAL SECTIONS,JETECTABLE WARNINGS SHALL BE PLACE� 1' FROM THE E�GE OF BITIIMIN0115 ROA�WAY AN�/OR BITIJMINOIIS SHARE�-IJSE PATH TO PROVIOE VISt1AL CONTRAST. O ALL CONSTRULTE� CURBS MUST HAVE A CONTiNU0115 �ETECTABLE E�GE FOR THE VISUALLY IMPAIRE�.THIS �ETECTABLE EDGE RE�UIRES DETECTABLE wAFNINGS wHEREVEF THEFE IS ZEFO-INCH HIGH CURB.CURB TaPERS ARE CONSIDERED A OETELTPBLE E�GE WHEN THE TAPER STARTS WITHIN 3" OF THE E�GE OF THE �ETECTABLE WARNINGS.ANO IINIfORMLY RISES TO A 3-MCH MINIMUM CURB HEIGH7.ANY CURB NOT PART OF A CURB TAPER AND LE55 THAN 3 INCHES IN HEIGNT IS NOT CONSIDERED A DEiECTABLE E�GE AND TNEREFORE IS NOT COMPLIANT WITH g ALCESSI6ILITY STAN�AR�S. } OB �RILL AN� GROUT t- N0.4 12" LONG REINFORCEMENT BAR IEPO%Y LOATE�IWITH 3" MIN. COVER. REINFOHCEMENT BARS ARE NOT NEEOEO IF THE APPftOACH NOSE IS POUREO INTEGRAL WITH iHE V CURB. Q9 ORILL ANO GROUT 2- N0.4 12" LONG RE7NFORCEMENT BARS (EPO%Y COATEOIWITH 3" MM. COVER.REINFORCEMENT OO BARS A�E NOT NEEOEO IF THE APPfiDACH NOSE IS POUREO INTEGRAL WITH THE CtIPB ANO GIITTER. OO SIOE THEATMENT EXaMPLES SHOwN ARE WHEN THE INITIAL LANDING IS APPROXIMATELT LEVEL WITH THE FlILL HEIGHT CURB 2' II.E.6'LONG RaMP FOR 6" NICH CURB). WHEN THE MITiAL LANDING IS MOFE THAN 1" BELOW FULL HEIGHT CLflB REFER TO SHEETS 1& 2 TO MODIFY TNE CURB HEIGHT TaPERS AND MAINTAiN POSITIVE BOULEVARD DRAINAGE.CONSTRUtT THESE Oj TAPERS AT 0"-3" AT 8-]0%, THEN LESS THAN 5% FROM 3" LUftB TO FI1Ll CIIRB HEIGHT. ll NEAREST EDCE OF DETECTABLE WARNINC SIIRFACES SHALL BE PLACED 12'MINIUUM TO IS'MAXIMUM �ROA1 THE NEAflE$T RAIL.FOR SNEWE� RAILWAYS IN NO INSTANCE SHALL THE �ETECTABLE WARNINC BE CLOSER THAN 12'MEASIIRE� �A PERPENUICULAR TO THE NEAREST RAIL. O2 WNEN PEDESTRIAN CATES ARE PROVIDED.DETECTABIE WAftMNG Sl1FFACES SHALL BE PLACED ON THE SIDE Of iHE GATES OPP�SIiE THE FAI�.2'FROM THE APPROACHING SI�E OF THE GATE ARM.THIS CRITERIA GOVERNS OVER NOTE O. Q3 CROSSING SURFACE SHALL EXTENO 2'MINiMUM PASi THE OIIiSIDE EOGE OF WALM OR SHARED-USE PATH. 1 Q4 3'FOR 1AEDIANS AND SPLITTER ISLANDS. NOSE CAN BE RE�UCED TO 2'ON FREE PIGHT ISLANDS. QS SIOEWALK TO BE PLACE� B.iS'MIN.FROM THE FACE OF CURB/PROJELTE� FACE OF CUP9.TH15 ENSl1RES MIN.CLEARANCE BETWEEN TNE SIDEWALK AN� GATE ARM COUNTERwEIGHT SUPPORTS. 16 LONSTRJCT WITH EXPANSION MATEft7AL PEF MNpOT SPECIFICATION 7T02 TYPES A-E. EXPANSION MATERIAL SHALL MATCH NLL NEIGHT OF ADJACENT CONCRETE. STANDARD PLAN 5-297.250 a oF 6 pEDESTRIAN CURB RAMP DETAILS APPNOVEU: 1]-�4-2�2] I�A HENSED: V��� �_.__ ...� .. ........... STATE PROJ. N0. (TH I SHEET N0. OF SNEETS ��.�V 4 � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes Nor AaaeAR w co�oR, rHi s is Nor AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. sTsre �ioNu eN�iNEeR uNoea�,He ���se oF,He ^I WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 �e w�) CURB RAMP DETAILS S�EET 15 . ... � exisl�Hs _ �- �iiz��a. WALK .1��p 1/2 R. fi�--' � VARIABLE �` �" R � HEIGHi H ' �,�,R .,�� 6 � � � V CURB INTERSECTION V CURB ADJACENT TO LANDSCAPE CURB WI7HIN SIDEWALK LIMITS .�-.. � . ., �'�EXISTING '..- .....� 1/2" R. r ... WALI(,-'� e:'-... .-' ���R. . � VARIABLE y � HEiGHT � H � � � 6�� V CURB ADJACENT TO LANDSCAPE CURB OUiSIDE SIDEWALK LIMITS 4' MIN. � LAN�MG I �ISTANCE FROM APS PUSH 6" WIDE B�� � BIITTON TO E�GE �F SI�EWALK % V-LIIRB . MUST NOT E%CEED 30 INCHES .............. .......J:.__ " �"'""..._... 1:2 � 1:2 6�� WI�E� �. V-CURB 30" % 30" SOIIARE 4" PE�ESTAL POLE J B�� PE�ESTAL FOUNDATION ILINE UP CENTER OF POLE IMU57 BE FLUSH WITH WITH THE BACK OF V-CIJRBI TNE SURFOUNDING WALI(1 PLAN VIEW APS PUSN BUTTON MOIIMIN6 SPaCERS ISADDLE AOAPTORS) SECTION B-B SIGNAL PEDESTAL & PUSH BUTTON (V—CURB) REVISION: nPPRovEo: u-oa-zoz� �ra�oaR��. 4' MIN. LANDMC I OISTANCE FR�M APS PlISN 6" WIOE � BIIiTON TO EOGE OF SI�EWALN ��V-CURB p MIIST NOT E%CEED 30 INCHES " 6" WIDE J V-CURB 4" PUSH BUTTON . STATION 'OLE A'.I 19" WI�E BY IB" LONG, � MIN.12" THICK CONCRETE. MODIFY iHE PIlSH BUTTON PLAN VIEW STnnoN To n��ow n $�UARE �OUNDATICN. APS PI1SH Bll MOUNTING SP ISAODLE A�AF SECTION A-A PUSH BUTTON STATION (V—CURB) CONCRETE CURB DESIGN V CIIRB HEIGHT CIIFB WI�TH H W <6•' 4" z6" 6" � TRANSITION PANEL <O OO INSET A � � I_______"___'_"_"_'_"I � � asz ' � i.s•r. O rvaR.� � I � I � � j � � � �y � 6.0' I I IVAR.) I NOTES: INSET n A WALNABLE F�ARE IS AN 8-IO% LONCFETE FLARE THAT IS REOIIIRED WHEN THE FLARE IS AUJACENT TO A WALI(ABLE SURFALE,OR WHEN THE PE�ESTRIAN PATH OF TFAVEL OF A PUSH BIITTON TRAVERSES THE FLARE. ALL V Ct1RB CONTRACTION ,l0INT5 SHA�� MATCH CO�CRETE WAIK JO[NTS. WHERE RIGHT-OF-WAY ALLOWS,IISE OF V CIIFB SHOIILD BE MINIMIZE�.GRA�ING ADJACENT TIIRF OR SLOPING AOJACENT PAVEMENT IS PREFERRE�. V CIIRB SHALL BE PLACE� OLITSIDE THE SI�EWALK L=MITS WHEN RIGHT OF WAY ALLOWS. V CURB NE%T TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOl15 TOP OF $IDEWALK ELEVAiI0N5. C EN� TAPERS AT iRAN5ITI0N SECTION SHALL MATCH INPLACE SI�EWALK GRADES. C ALL V CIIRB SHALL IAATLH BOTTOM OF A�JACENT WALK. C CONSTRULT IlSING APPROVED E%PANSION MATERIAL PEft MNOOT TYPE A-E E%PANSION. LEAVE A MINIMUM �/" TOP GAP AN� SEAL WITH MNOOT APPROVEO SILILONE PER MNDOT SPEC 3i22. C THE MAX.RATE OF CROSS SLOPE iRAN5ITI0NING IS 1'LINEAR FOOT OG SIDEWAIK PER HALF PERCENT CROSS SLOPE.WHEN PAR WIOTH IS GREATER THAN 6'OR THE RUNNING SLOPE IS GREATER THAN 5%.DOIIBLE THE CALCULATED TRANSITION LENGTH. �S�j TRANSRION PANELS ARE TO ONLY BE USED AFTER THE RAMP.OR IF NEE�ED.LANOING ARE AT THE FULL CURB HEIGHT RYPICAL SECiIOM. �6 EXISTING CFOSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITIJ�INAL SLOPE RANCES SHALL BE THE STARTING POMT.IF SITE CONDI�IONS WARRANT,LONGITUDINAL SLOPES UP TO 0.3% OR FLATTER ARE ALLOWED. �INDICATES PEOESTRIAN RAMP - SLOPE SHALI BE BETWEEN 5.0% MINIMUM AND 8.3% MA%IMUM IN THE DIRECTION SHOWN � ANO THE CRO55 S�OPE SHALL NOT E%CEEO 2.0%. �LANDING AREA - 4'X 4'IAM.(5'% 5'MIN.PflEFERREO)DIAIENSIONS AN� MAX 2.0% SLOPE IN ALL �IRECTIONS.LAN�ING SHALL BE FULL WIOTH OF INCOMING PARS. Q TRANSITION PANEL(51- TO BE I1SE0 FOR TRANSITIONING THE CRO55-SLOPE Of A RAMP TO TNE E%iSTING WALK CftOSS-SLOPE.RATE OF TftAN5ITI0N SHOULD BE 0.5% PER I LINEaR FOOT OF WALK.SEE THIS SHEEi FOR ADDITIONAL INFORMATION. STANDARD PLAN 5-297.250 I 5 OF 6 ///�� APPNOVEU: 1]-04-2�2] /I �A HENSED: �r�i �----...� ............. STAT� PEDESTRIAN CURB RAMP DETAILS (TH I SHEET N0. OF SNEETS ��.�V 4 � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes Nor AaaeAR w co�oR, rHi s is Nor AN oRi �i NA� au�N sEr ANo MAv Resu�r iN MISINTERPRETATION. ssioNu eNaiNEeR uNoea` He ��"se oF,He sTsre oF sora WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 �e ff�) CURB RAMP DETAILS S�EET 16 V CURB ADJACENT TO BUILDING OR BARRIER � N( � 6( LANDINC \ I.0% MIN. \\ 5.0% MAX. \\ \ \\ \\\\ � ALLOWABLE 1 \\TAREAG \ �•\ \ ��� \� \ � ' Eoce o� rNaoucH �aNe EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT O FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 1.0% MIN. 5.0% MAX. � 1.0% MIN. 5.0% MA%. PE�ESTRIAN RAMP PEOESTRIAN RAMP EOGE OF �-HROUGH LANE lIP TO 2.0% 2.0% AIAX.OR lIP UP TO 2.0% Z,p'/, MAX.Ofl UP �P TO 2.0% CH4NGE TO 4% CHANGE CMANGE CHANGE � \ TO 4% CHANCE � FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS \TYPICA TABLINC REA � PE�ESTRIAN RAMP �\ r UP TO 2.0% 2.0% MAX.OR !1P i UP TO 2.0"/.-I � CHA= TO 4% CHANGE CHANGE � - �allo[Nc ��. .. �.oz mm. FLOW LINE PROFILE "TABLE" - FAN 5.0% MaX. PEOESTRIAN RAMP PE�ESTFIAN RAMP � I.0% MIN. -� �•0% MIN. �_ 1.0% MIN. 1.0% MIN. I.0% MIN. 50% MA%. �•5% PREFERRE� 5.�% MA%. 1.5% PREFERRE� 5.0% MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS z PE�ESTRIAN RAMP 1.0% MIN. 1.0% MIN. l.0% MIN. 5.0% MAX. 1.5% PREFEfiRE� 5.0% MA%. CURB LINE AND ROAD CROSSING ADJUSTMENTS FLOW LINE PROFILE RAISE - FAN GENERAL NOTES: "TABLINC" OF LROSSWALMS MEANS MAINTAININC LE55 THAN 2% LRO55 SLOPE WITHIN A CROSSWALN,IS REOUIRED WHEN A ROADWAY IS IN A STOP OR YIELO CON�iTION AND TXE PROJECT SCOPE ALLOWS. RECONSTRULTION PROJECTS:ON V"ULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCLIIR WHEN FEASIOLE. MILL & OVERLAY PROJECTS:"TABLMC" OG FLOW LINES,IN FRONT OF THE PEOESTRIAN ftAMP,15 REOIIIRE� WHEN THE E%ISTING FLOW LINE IS GREATEF THAN 2%. WARPMG OF THE BITIIMINOUS PAVEMENT CAN NOT E%TEND INTO THE THPOIIGH LANE.TABLE TFE FLOW LINE TO 2% OR AS MIICH AS POSSIBLE WHILE A�HEPING i0 THE fOILOWING CFITERIA; 111.0% MIN.CROSS-SLOPE OF THE ROAD 2)5.0% MA%.CROSS-SLOPE OF THE ROA� 3)"TABLE" FLOW LME UP TO 9% CNANGE FROM EXISTING SLOPE IN FFONi pF PEOESTRIAN RAMP 9)UP TO 2% LHANGE IN FLOW �INE FflOM E%ISTING SLOPE BEYOND iHE PEDESTRIAN CURB RAMP STANO-ALONE ADA RETRO�ITS:FOLLOW MILL & OVERLAY CRiTERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS �ONE WITH BITUMINOUS PATCHiNG ON BITUMINOl15 FOADWAYS AND FIILL-0EPiH APRON REPLACEMENT ON CONCRETE ROADWAYS. RAISING OG CIIRB LINES SHOIILD OCCUR IN VERTICALLY CONSTRAINED AREAS.RA[SE TNE CIIRB LINES ENOIIGH TO ALLOW COMPLIANT RAMPS OR AS MIICH AS POSSIBIE WHILE ADHEFINC TO TNE FOLLOWINC CRITEFIA: 111.0% NIN. AN� 5.0% MAXIMIIM LROSS-SLOPE Oi THE FOA� 2)1.0% MM.�LOW LINE ION EITHER SiOE OF PE�E57RIAN RAMPITO MAINiAM POSiTIVE �RAINAGE 3)5.0% RECOMMENDED MAX.FLOW LINE 9)LONGITII�INAL THPOIIGH LANE ROA�NAY TAPERS SNOULD BE 1" VERTICAL PEF 15'HORIZONTAL REVISION: � nPPRovEo: u-oa-zoz� �_p�opV�a,�_. MiNNes 6 WALK� 6� 2 MM 3 � ,' ��2 HI � fi SECTION VIEW A-A THICKENED SECTION THROUGH CURB RAMP FLARES 6" CONCRETE WALK �, 4" MINIMUM �, AGGREGATE BASE �'�� io TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER 36" MA%. SAWLUT OPOSEO PFR E%ISTING CURB CURB RNO GIITTER AN� Gl1TTER f� _� � }�� MIN. 3�� AIM. " �. �SAWCUT ��� �� Paoaoseo raA cuae CURB AND GUTTER O aHo cunce REINFORCEMENT CURB RAMP REINFORCEMENT DETAILS OO OO 3"1� � LANDING � LANDING 3 12" 1�2/"� \J� 36" MA%�� � ,e 36 � / 36" MAX Ji MA%. 36' M\� 12 � � � ��12" ''Z ,�, � � 3" SEPARATE LANDING Q O POUR REINFORCEMENT 36" MAX. 36" MAX. NOTES: QI TO ENSIIRE RAMPS AND IANpINGS ARE PFOPERLY CONSTRUCTED.ALL INITIAL LANOINGS AT A TOP OF A RAMPED SUFFA[E IRIINNING SLOPE GREATER THAN 2%ISHALL BE FORME� AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. fOI�OW SIOEWALN REINFORCEMENT DETAILS ON iHIS SHEET FOR ALL SEPARATELY POUFED INITIAL LANDINGS. 02 DRILL AND GROIJi N0.4 12" LONG REINFORCEMENi BARS IEPDXV COAiE�IAi 36" MA%IMIIM CENTER i0 CENTER MMIMIIN l2" SPACING FROM CONSTRIICiION JOINiS.BARS TO BE AOJUSTE� TO MATCH RAMP GRA�E.BARS TO BE PAI� BY EACH. O3 ORILL AND GROUT 2- N0.9 X t2" LONG (6" EMBEO�E�IREINFORCEMENt BARS (EPDXY COATEDI. REINFORCEMENT AEOUIFED FOR ALL CONSTRUCTION JOINTS.BARS TO BE PA70 BY EACH. 4O THIS CI1RB LINE REINFORCEMENT OETAIL SHALL 6E IISEO ON BITIIMIN�l15 ROAOWAYS.FOR CONLRETE ROA�WAYS,SEE NOTE 6. OS CONSTRIICT WITH EXPANSION MATERIAL PER MN�OT SPECIGICATION 3�02 TYPES A-E.EXPANSION MATERIAL SHA�I MATCF FULL HEIGHT OF A�JACENT CONCRETE. O6 tJSE AN APPftOVEO TYPE i" 11/9 INCH THILK)SEPARATION MATERIAl.SEPARATION MATERIAL SHALL MATLH FUIL HEIGHT DIMENSION OF ADJACENT CONLRETE. STANDARD PLAN 5-297.250 6 oF 6 pEDESTRIAN CURB RAMP DETAILS APPNOVEU: 1]-04-2�2] I�A HENSED: V��� �_.__ ...� .. ........... STATE PROJ. N0. (TH I SHEET N0. OF SNEETS ��.�V 4 � NorE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes Nor AaaeAR w co�oR, rHi s is Nor AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. STATEpIONUENTINEERUNOEa HE���N9soFTHE ^I WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22-26553 �e ff�) CURB RAMP DETAILS S�EET 17 ,eeeoera[� .a�s�ovziv ie� �ewooree�e�anon��1 NorerwsoeTausTosHowioTHo�000wNcoNSTaucnoN. sEE iNoivioun� nousE P��Ns FOR reoRE oET�aEo M1IEASUREM1IENTS. � oe acEF�ooaE�eiarnnlcFEi- ,ee ra� ���vwavem�=N>e�esi __________ rOVOFFOU�ioaiq�FiFlaTOxROF'� ��»�E9iF�ORHF/APOVRFEi nomowmeruowo �Hrvuw-0Paocanoirvc SINGLE FAMILV FULL BASEMENT (FB) 3.0'HOLDDOWN � � � ��Nun�m�noirvc .. ,��—iii—iii—iii—i��—��� ,,. ... ... NOTE:iHIS�ETAlLI5TO5HOWLOTHOL��0Y4NCON5TRlICTION. SINGLEFAMILVLOOKOUT(LO) SEE IN�NI�UAL HOUSE PLANS FOR IdORE DETAILED 2.5' HOLD DOW N M1IEAiIIREM1lENTS. Ms a�., oA qn oleJaTOx ROF� aEEOE.v�� �EwooRE«,�,�o��, „o�o�,N��,o�Na ,.�rwooRE�,>E�oP���'�o��� �--� _ _ = = _ --- — --- — —�_, �,N�s� � � _-- _-- _-- =i i i=iTi=iT=-- --- --- --- --- — — — -- -- \ ��� \ �—' -- NOTE:iHIS�ETPILISTO5HONILOTHOL��04VNCONSTRUCTION. SINGLEFAMILVWALKOUT(WO) SEE IN�NI�l1AL HOUSE PLANS FOR IdORE �ETAILE� 2.5' HOLD DOW N M1IEASUREM1IENTS. Ms � ��.�V 4 � NOTE � rHE cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN / oRi�iNA�au�NSErANOMAVResu�riN � MISINTERPRETATION. E � STATEOFI�IINNESOTINEERUNOERTHEL�i.9oFTH e WHITNEVM.S.BEHNV ■ ouPUCAiE ' LENNAR HOMES ( I BRADFORDPARK ( DEVELOPMENT � (PHASE 1) � 22-26553 � �eff�) � � / L ����r � GRADING DETAILS ! 18 BIO1LiRAlI0NbA51� CONSiNIC110N�. 9re11nd�tle�N^¢r soutlmeomYeplens,speomraAo+sEntlae�eBoutlmmqine ne�Naiionbasn. a. palla�uwalo o-all-�e��ulprsntandemeteralsbkplk�sou�io +ep�ol�vizCfiXatoia�.�n. M1.nroeeonereamust5enekadoi C. 4�ellensurelivdl�ne�Ilmlonbasmisno�usMeseseo�mer�IrepOur�qoonnudlonantllne�norunonen�srslrebAnpnorlo�+e �. M1 1 II . .. 1 I, I � M 1..14 4. �la. .. . . � I . .� � � a � � ��� =ao��ae=��� P��F���o� ���s.oatin ,�n��dno,�a�,���T N��tia�9�re�� �r��. a�oRE.ENn�Nso�� a����ume��d ' E o`�a�� ma� ee a � a ,���.n���°,o,��°a,��,z,�d3om9� a���=�o��a . 6lM1 PP�oreaentlFc.ma.ionPbn�ar�eainseeEingrecuiremenia OFi0P50LL ��%G'%, i.nNzo=Yaxc� cxowvcsroNe - i,�v�viasxeosane oemE�ri�Fi��exFaewc SUBDRNN SECTION � — — — � _ — — — — — — —ELF/= 510..A — — — — — — � — I IIONa' I I II Fo _ � OPSOIL BIOREiENTON501L ELE/ 9�.]G OIIiLEiPPE(SEEPLAN"e1 — ///// / j � / / ///E// j //// _ � VI OF/�NCH /�j//�j//� /�� /� /�� /��//� /�� /��// % / / / / — - 3��aFyaN�, iii iii iii iii — I I��'Nd�s.�RaEo��o�o�.��.Eo�Ns�.��o�s�,saos��PEI I I I I II I II I II I II I I I I II I II I I= � � � � I I I I I I I I I I I I I I�I I I I I I I I I I I I I i i i ii""°i BASIN C CROSS SECTION BIOFILTRATION BASIN Nrs eio�rervnory sou �seeNo�si _ /////// // / / /_ // // /// /// // /// /// � I I I � ramz�r�ricn I i id��ii�iii�i%;r � ii�ii��i%ii�iii��i%i _ � cnauNcsroN� _ 3'aFY.ANcn I I I I I I I I I I I I - I I�ulrvolsiureeEOF,ocNCOIdP/CiEOINiINJsoiL5o5°SSLOPEI I I �pRUEci�iiaE(6EEPLW�sPoP�LE�4ilo�NL�—I I I I I I I I I— I III I�iii iii iii ill III III I BASIN D CROSS SECTION BIOFILTRATION BASIN NTS �C— ---��-------E�-,-o------- CAIiIONSIE IAiIpNS�R— BIOREIEMIONEOIL �_ga52� OUiLEi%PE�6EEPLA�E� — — — /SEE1.IOiE51 //�//S/// z / / //E/ � I � IIN I OF/ANCH ��j/ %/� //�j/ ��j/ %/� //�j/ %/� / I I GHOKINGeiONE— � / / / `T' / / / / / �II III — - roFxaN�H — aearoea,eov�cs�eoe.wr�nnn�s=ns�ove—� � — � � �� i e�o,�v � msrtusoi � � � � � � � � � � � � � � � � � � � � � � � � � � �I� II I ° I ... ... ... ... ... ... II... ... ...III... ...III...I�III...III III III BASIN E CROSS SECTION BIOFILTRATION BASIN NTS � I I�I I I ��� � �� 4 i NorE rHE cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN i oRi�iNA�au�NSErANOMAVResu�riN � MISINTERPRETATION. I �ssioNUEN�wEERUNOEa,HE�,�,.soF,H � s1s1EOF uNNEso1.e WHITNEVM.S.BEHNV ! PRo�E�r o�P���rE � LENNAR HOMES i I BRADFORDPARK i DEVELOPMENT (PHASE 1) j � GRADING DETAILS I � 19 aiaa�raenaN eo�n cnrumucnarv�. 9ne11ndutle��Ureaniionentloons�vaonacoutlmWmNe�krs,s0e�mwiio�artle��a�soutlmmq�ne ine��rziionbesm. B II �� tl�e M. amusbasetatloY �I 1 � - � M1 � 1 �I . . . IA I ,- 1 � A 1.1 I.. W. . . I ..� I � d N R 31 a a�t�eoes��a reph� in�on nuS�Nry BIORE NiION �ILtl��oro rvnafioergoreePo o��sn. � o ,en��o ���ee��d ,���0 99 a,��sae���° shPPP�b.,��dRa�,,o�,P�,��o„aa���e��,��a��rema��. aF.aP��� ��'y''% rfw�NarYi�cH cNowNcsmxE - 7aNCHvviasHeosrorve cm.�,:n��v��exFaewc SUBDRAIN SECTION ��/b — — — � _ — — — — — — —E� �a — — — — � 90E50v R IC�I b EIEI IIONS' OPSOIL Bb�E EMIONSCIL ELE/ 9]4fi5 OIIiLEiFPE�SEEPLAVS;i // ////////// ///� // ///////E///// /// ///// _ NI•oFHNcn � //�j//i//i//�j//:^ i//�j//i//i//�j//i// i / / / / — I I 9 OF SiNCH I I I I I I I I I I I I I I — o"PERORAiE�P�iCSIIB�RPMCM1�IV45'ASLOPE—I I _� �� �_ �, wN�s,�" ,.�,iEo ro�E �'�=,��aEo`ao��uPaaEa�asrt�so �� I I I I I— � � � � � � II���o �� III IIIIIIIIIIIIIII � P���s I I I I I III II�III III III III lii iPi �i BASIN F CROSS SECTION BIOFILTRATION BASIN Nrs — i�q.�.�.��� _-------e�r-si--- — — — — _ a�neraiF�e,seea�ws� — C"OFi0P5�IL ELEV=01250 — I I I I I I I I I I I I I� I I I I �_I I I a�,�El I I I I I I I I I I I I I I I I _ — �Is���sa�ll�lll III III III III III= I III III III III III III III III III III III III III III III III III II BASIN H CROSS SECTION INFILTRATION BASIN NTS ,�a�,�; -U� �C— ---��-------E�--------- — �o�r�slElP�lNSFOR-' �ErP�PE;sEEP�ws; LOICAl110V5�ELF:AiION�; — BIOPEiENipV501L E�E�=,1..0� ��� / ////////% /////// � /� ////////% //////////E// Inlrvl'orYJrvcn_ /��/%�//��/��/%�-/� /���/���/��/���/���/�� I I crcavcsrarvE — I I � a°or/.Incu vEkFJiaiEo a�C SU3ok�llry � i.�W G.5'b S�OaE — I I I I I I I I I�uNOISiuRBEo.,NON CJ�.IPnCiEJl1151 L SaIL�,� r5i IuECi�JREISI EIPLAVc FI RIELIF/AnoVll II I I I I I ... ... ... ... ... ...III... ... ...III...III...III... ...III...III III I BASIN G CROSS SECTION BIOFILTRATION BASIN NTS � �� 4 i NOTE � rHE cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � NorAaaeARwco�oR,rHisisNorAN � oRi�iNA�au�NSErANOMAVResu�riN � MISINTERPRETATION. u,�PREPAaEoa�"o�Rv ��E E : sTsrE�ioINNEsoriNEERUNOEa,HE�,�,.soF,H e WHITNEVM.S.BEHNV � oUPUCATE � PROJECT ; LENNAR HOMES ( F BRADFORDPARK ( DEVELOPMENT � (PHASE 1) f 22-26553 � �eff�) � � / L ����r � : e GRADING DETAILS ! 20 � �� \ � I I I I I ��� `� ✓ � '� � � I I I I I � /� ���� ;�—��--rT \ \ \ � I I I I / � � � I I I � � � \ \ � �L EXSi —I — I— I— — I— — / / I I I � I I 1 _ __ _ � \ — � P-04�18"I I I 1 � 6k��-fi��M/DRANT — — �/—T — — — ' ^ I � � aw�n �.�xFs ruwv � � P=ia(��I �� Pas3;+sii 9: 8 II,��II s�. ; 5. I - 4` 3` � Z� � sT.ii \ odvB� IN G F— �3 I �P�TEai�P I sT-ia � L���: : : ` \ �—...._i � �� � �wN sT-�o �, Es-�z FE�,,�� �� sT-, ,, �_�`5 �3°� _ I 5T-0 � 5TS_ �-� � Sr.s— � 5T.—, ST� ST� _ P:;z�,e, _-r,— �T� 5T4z � � � � �� JI _ P-11112 f P-02 15 �� I...3S261a�^I sT-sT.za I 12�sa�i 13 �1424�as151 ? 167 I� 17 ai'a�. BP-ins19 I� c20 ` �` 22 '�IZ3 �. 24 �. T25 sii SP5%'�sP P i iao � � � eP-io�s.� 21 � �_ _ �u.= � srax��s�•"� rnoenNi ST52 � / I � �I I P-38(10"i �Y�RANT a . , 57 � sRs�a� sa sPafe^I sa �,snuh � ... � �-za�i — — �—IN Fesss ' � s��i�c•�nvoenNT .. 10���'R hiWL = Y� .99 � _ � _ _ . � Ira�cS_,nn 1 P-41115") P.52f�3'I J�. _ . �r o (/ �:..�inps.� • � �• ASIW ` � 1001 hiWL=9 40 � EX&5 i 9 FEs.si �... � ST�50 , \ � ' Sb FES-50 f P51(18') � P.so�,e��,J, : , �, � � �...�� t � � EXS> � I I T_15 FES-16 � I q I �� — � i� '. Ria (48"� �� /d \ \1 EXS3 � 1/ ` � 14 X BASIN � � exs2 � o Rrvw=e �.o� � v ��P-0B118'1� i /'� BP-R(10')" \� ��� i \ Sil � � / ~ \\ SP-18 (1 �%� r � our[nrc ! 1 sP.i=. i � � � C i � 5P-zo � ,�. � � ���� ST.3] I I 5'k]'�8�'HY�R�T �. 2 �'f �TERMA N . . I�I �,�•��nvoennT � a.a�'�ia��l 5� 4�. ' i 6 5, 4,, 3 � 1: sis ` __ �J _ � — -- I �� P�39 - - SP-15�8'� ,�B Z STa6 P.3A�18"f� .. ... .... .... I FE539�\ (Z�-� � _ _ _ e.waiEwN�w � FEs.ss I .3 � BASIN H � 100 VR HWL=91350 �rn � r� � �z � �3 ' �a � �s � ST-34 P.34�15] I � SP-19(8"II � S1' P35(15") ST33 � m -i- -i saa .. s I Jr.. � FES-46 '�P-0E��B"� iV�RANT PJ3116")� �- S"WFTERMAIN SP-14(8') SP-1610"� I / FES-08A � � ST�35 � e�ii•.s•r{voRnrvT i� 6 . 6. 5� 4 1 1. s-ie �1 a.sz(�s�1 Fesaz � . . : ! ' ��I�" � � srai . i svazn i . P.31 (16"I"- - - - � . ....�....�...I - ST.32 �Pd]�18'1 i P30�ia) FES4] _ P o P.32An5i � � �� s.,��a°nvoenNT � \ FES28 FES-t]A /^\ ..ASIN D % �.\ /RHWL=9"�61aa / /// 18"1 �. �� , \ P-28(88•�// � �� / 1\� � � i�0 �I__ � �i�� I�I�!- �� � NOTE � rHe cu�Riry oF rHese au�Ns oeaeNo uaoNco�oRcoaies.iFrHisrExrooes � asa�ao��l NorAaaeARwco�oR,rHisisNorAN � ORIGINALPLANSETANOMAYRESULTIN � ]'�8"HYDkANi MISINTERPRETATION. 6"� � NIASPREPAREOBnMouRvucE E i srEOF��i NEsoriyEERUNOEa,HE�,�,.soF,H e WHITNEVM.S.BEHNV � XX/XX/XXXX 60]68 � ouPUCAiE � PRLENNAR HOMES ( BRADFORDPARK ( DEVELOPMENT � (PHASE 1) f UTILITY LEGEND ---» --- eroreuoreaN PERFORa.Eos�aoRa�� Na��E�o�,.Eo s�ao�,�� -->-- s��rt�R�s.,,Ea —>— ---��>--- ,>N�.��,w�E��>�N —��>— --�-- ,�,ER�,aN —�— � �,oRe��«F�E�o�,r�E�o�,r�o�aoF�« tisr����,��r�Ea. 22-26553 � ttffD r . ; N���r � i OVERALL UTILITY � PLAN L L o�o �EEr L S��E �N FEET 2 6 I I -I - - - � --� �-_ �------------------ -------------i i�-- --------- ' -/ I --I . i i -- 4 I I I i� j I I v� j � I C� I � � � � I � � � � � J- I�_ � � I 2 I I �i � 5T-3 � B a � 3 ii i a=sttaa i i i � isoes�fsa°)aa i i eui�oiNcanqTva. � sr.i3 -J a=sis. Pa i �: I� i F�rsi3.�s .o��oa �- �i i Tic-s�n.zs . �;: i �970.Ib(8")SU8 I-8083� 8 z � BUIL�INOSETBAGK,iYP.� I �---- T�'C91�22 I --- M09.09(1b"IP-14_____ P238k3�"�a0.60°b -_ F ]2 I �y� UTILITVEASEhIENi.NP. kB08.80(16�P-13 I J06.B7�30"�PJ-- � k91a �________ - - - 15"IP.13 ------1�13: � - - - - - �,v�ie^,suA wcHTOFw�v�iva.� - EXS-] i � `� 1506.6](3�"�P-2�. P-13 �18'rl5" @ 0.50°� - - J_ - _�_ _ EXSP-](12") P.232k30"�0.50°h� 1 � - - EX12"'N,1TE4�,IAI � - � �� I� �II �I, �I�� II :: iIIWI I I � FES�P1IB I 1=910.53 �� BT.21 I I _ � TIC911.B2 I Fi�air.iz i i�izis ��v� P-�z_ _ _ k910.�1 �Li"I R218 __---���k912d9�15"�R21A - _ �914.12 (B"� SUB� �P.23� rB14.12�6"�SIIB� SIIB FB1�.11 (�0"�R21 )P-22- � ' + . �� , �-�� - � i BET i} ��%SPb���2'�� ¢ 8"GV&BOX -� t - `y =RM fN�', �R=918.30 _ �� 1 N � ROqDg exs-6 ' N RJ18.32 EXSP�A('�2) _ I- _ g �~ F��L 91]B6 I EXiT'GVBBOX -. -��Z,X45°BENDEXI2"WATERpAAINw � I In R�18 �� . 8"N'ATERMAIN n - 12"VlATERMAIN-- �-- .10 � 1 i-- T I 1�14.18 j'SUB �� � ��I I 1Yk46'BEND 12'k45'BEN� 'zx82G�_� TVP. JI1266.166�•�•�SVB 1�. 1 6 ( - - l 8 BOX � - . ., / CV&BOX ' I _ _ I'R=918.4� - -R=318.53 � � 1 6 I ___ P-21A R-973.15- - _ _ST-14 12"x45'BEND -'TEE PERFORATEDSUBORNN, _- 1 . s..��^HvoanNT nc-�w.ss- r--- . _ ss � I - �I _ �_ � BREAK-914.12 r __ �FI910.1_�fi"�SUB � - - iiC-91532 - - "�� - C0.1 CQ2 I-90�.03(12"1 k5P6A _6 �-, ': 1 - 1 1 L '-"'-�"" �f� 1 ': � . - ___ i i � �P.s__ I�- i f "1 E')sP.e- � � � � �, � is.as rsoi.oa � I 1513.82(6", � I-914.A6(5"SUB I J16.01 6 9UB ( �__---�' '� � I �` `1 � F90.92a�15"�P-14 - FIL=B / l I kB0>.61 30 o I � I 90�.03 (12' k 3PE �� I I�^" ��1 ;, � 1 I l� IBUB I I� ------- ; r- _- 1 I �--'� 1 1�� ' � I�` 1 _� . . -- I I 1�13.8216"JSUB I I' I 1 ___ __ 1 I � � "� � i � i i�asai �ao�� Pa _ i I � � i � _ « � � �� M� : i �� � �� j � i � I; I� ' � I I II II � �� 1�^ I 1�� LOT LME, TYP. � �� ^ 1 II 1 &' I�_ / � �' I � �� I � I I I� I � I I �� I � 11 : I,y` ��� 1 � I I I I � I I: I 1 � 1 I � I GSF9 ��� . , li il .i � � i� i i �� „. il � Il � �� ii ROAD B STATION 100+25 TO 105+50 2� �� scn�e w Feer . . . � ,� PVISTP 1aHi191 . a, . . . . � � � � � PVISTA 1aa«oa26. . . . . . . � : � � � � � 930 .. ... ..NIELEV Bi43'l.... m� ... ... '� ..WIELEV BiBB3 . �� .... . . .. .. ... . . . . e �' . . � io.o . . . . . . i-2ooa � sT-zs �. . �. . . . . . . . . . . . . . . . K 2804 . . . . . . . K=6561 . TIC=918.]3 . . . . . . . . . . . . . . �. . . . . �. . . . . �. . �1D,=25�% . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . �lD.=.3.00%. . . �. . . . . �. . . . �. . 5� . �. . . . . FIL-91B23 . �. . . . . �. . . . . �. . . . . �. . . . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . �. R=91BA2 . �. . . . 1=913.31f15")P-24 �. . . . . �. . . . . �. . . . . �. . . . . . . . . . . . . . 1=900.03 (11") EX SP.BA � 491523 (6") SUB . . . . 925 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ST.2 . . . . . . . . . . . . . . . . . . . �. . . I-900.�3 iP31E,1 SPA .4. . . . . . 1=913.11 �21 ) P-23 . .. . . . . . . . . . . . . . . . ncenn . - ( ) 'csab � � . . . . . . . . . . . . . . . . . . . . . . . . . . . FIL=916.I2 . . . . . . EX 56 . . . . . . . . ST 24 . IU . Si.22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I�U5.81(30"1P3 . . . . . . R=J18.32 . . . . . . . .TiC510.48 T�C918.3.i . . . . . . . . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . .1=908.3�115"IP.13 . �. . . . . �. . . . . �. . . . . . . . �. . . . .FIL=91I.98 . . . . FIL-91I.85 . �. . . . . �. . . . . �. . . . . . �o -- I812B8,21";P29---- 920 .. ... . k913.�2�C�SU9 ... ... . . .... .. . .. ...k91498(6)SUB .. �. 19148518"ISUB � � PROPOSE�GRAOE,iVP .. .... . . EXS.] .. .. .. ST-13 ... . .... .... ... kB13.�2(8"IS119 . . . . . . , _. _--F913.48(i51P24 ____ 1912]8 21" P12 . . . . . . � . . . Reiza�. . .. nc=eiaw . . . . . . . isoes�fa�qPa _-_- - - - . . . . . F�� eia.�s . . . . . . . . . . _ _ - - . . . . . , . . . �. . --- . �. . . isosoei�lPia . . . . -- . . . ii 5 . � I . . -.-- ) . 19101 6"�SIIB . Aid d250°b __- I I �9 �. �. � II P.2326x21 @0��°b � / � o, 1908891�';.P13 . . " . .. .. I I � 1� 1 � EXISTINGGRA�ENPJ � 915 .. _-", . . . . . .. . � � . -::- .. ... ... .... .. i. . .P-zn�axis@o�o�u � . . . w. . . . . . . . coNNecTmexisnnc�iaTeereaw � � i �. �. �I � fl � � � a2zizs�xzraoso�� -"- '--- -__" �' � � � � � � � � � � � � CONTRACTORTOFIELD\'ERIFVSIZE, � I I � � � � � � � � . . . . `___. �. � . . � . . . . . �. . . . . �. . . . . �. . . . . �. DEPTH.ANDLOCATION. . I I �. . �. . . . . �. . . . . . �. . . " . . �. . . . . �. . .. . . .. ., . . . . . . �. . . I.I. �. . .3.5'@5.OQ°b. . . . . �. . . . . �. . . . . �. . . . �. . . . . . . _____-T-f _ E;(12".'f1ATERP,IAIN . � . . . . . �. . �. . . �. . . . . �. . . . . �. . . . . 910 - . . . __ -___.-- _- . _}-�_ � - .. _._- � ... ..__ -.-_.. ___ . �. . I I .. ... ... � ... ....P.13118'x15"a0.5�°0 ...... ._.__ .. . . . . . . __-.____.- � . . .. .. .... .. ....... ___ _- -�� 12Yd5`BEN� � I I � � CONNECTTOEtISTINGINATERftIAIN. 12"G4&BOX � � �-�- ---___ � � � � I � � � � -- � ---` �12 d5°BEND � � � I I � CONTRACTORTOFIEIDVERIFYSRE, . i0P91a10 . . . . . . . I I - --� TOP=909.53 � � . . . . . -__- . . . . . TOP-909.�� . . . . . . i I . DEPTH.AN�LOCATION. .12 i'ATERIAAIN . . . . . . . . . ____ !_-- -- 12xe TEE 905 .. ...__r I .. ______ .... ... ..... ...12"41'ATERIANN .. ...... .... .... �. �� . .... . ..... . ..... .. . . . . . .. . .. ... . . . � TOP-910.14 . . . . . . . ._-F- i _._-__ �. . . �. . . . . . . . . . . .. � 1Y4d� BEN� � 1Y\45'BEN� . . . . �. . . � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - _ _TOP-B01.91 �- TOP-903.20 . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . � L ._.-- _._.- . . . . . . . EXSP-]1121 . . . . . . . I I � � ECSPfiAl12) . �. . . . . . �. �. . �. . �. � . . . . __-_ ____ -___ ____ . . . . �� �. . . . . . . . . . --_._ .__-__---I �_ . . . -.__ � ________ . . . . EXSP6;121�. . . . _-- -_- __- -.__- --- ---- ---- ---- ---- soo ------ - -- -------- --- ---- --------�t- NOTE � � � � � � � � x;a.x�ewsnNccRouNo � � � � � � � � � XKK.XX-PROPOSE�GROUND . . . . . . . . . .. . ... . ... . .... . .... ..... ..... ...... ...... ...... ..... ..... ... . ... . ... . ... . . . . . . . . . .. . . ....... 895 � �� � � NorE rHE cu�Riry oF rHESE au�Ns oEaENo uaoN co�oR coaies. iF rHis rExr ooes NOT APPEAR IN COLOR, THI S IS NOT AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. seioN+ai ENaINEER uNOEaLiHE� ��,.e oF THE STATE OF AIINNE50T.Y WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) 22 26553 o e �i) PLANNED ROAD & UTILITY CONSTRUCTION S�EET 35 i sr.�s i i i� i � .A � � �i �i i o� na�iziz i � � i i � � `� � i i F���ie.se _ i f� �f i i `.� � � � I � I t l BUIL�INGSETBACK,TYP. �' � FES21B I I k909.1fi�30"�P-20 � I I '. � � I-910.53 : I I 1=913.fi21fi"ISl1B � I ST.18 � : I I, i � � � b ` � � I I L _ �0�0.9A (38'� P-19 � � TIC518.98 � � �� H � : ' � �p - � � � I R2028'v3�"@0.50°h �� FIL=J16.48 I I � � � P7 �\ � j $� � � 6T-21 I o I �TllIiYEASEMENT,iYP. � I - k90B.80(35')P-'8 l I I I � __�____ 9T-20 I �13.48(6"JSUB I. I I I \� � /n� R=91BB10 � TIC51].62 I o I --- � I � � FIL=91I.12 I aU L- ---- TiC=81].12- --J 1-908.60(36")R'8.�__ �: I I. I BVIL�INGPAD,TYP. \ \ Qti �. RIGHTOF':VAV,NP. FIL=91E.fi2 � i __ � I LOTLINE.TVP. ST.25 1=912.15(21"IR22 __ '� a, I : I . 1-91031121'•.iR21B � - - � - -' - 1=913.9](6")SUB_ _ ,, -9��s�6„ I R1825k3fi"@0.50°k ''� I I ; � � TIC=91I.52� � ,�� i k912d9(16"�R21A �:m - 1509A9(30")P-21 i�°OSO°h L ST-1] � I "-�--�_.�_ I I I FIL�ilA2''.. �� / / � ery` -N0929(30'7P'24 ,,' ■ � TIC916.I8-, � � ST-1b k907.99(18"IP-26 �+`+/ C 50°%=N��� PR91].20���0.50°A ._. ' I'�� ``� .-, 1=908.29(66'SP-�i8 -� L 1=90�I.50 -9P25.- ,,-��II9�]]�9(21"IP1B � // � F I-8�4.12(8"1SUB� - _ - _ 6 --- -- , _ - rB14.12�5' Sl1B_ � _ " - - �/ � __ EX12"GV&BOX � _F-910.11 (30'� R21 _ - _ (3fi P 1] ���� � EXS2 � � �2�2���'�O � � � - T- - �So � �. 8'k11.2a°BEN� � � � �� - � _P1I1 '� 19124118'�SUB � / �1'.j � � 3A 12" � bP.edB"�0 '_'� m �� _ 8"OV&BOX A0� �� ��i RJ10.80 �Ma1.30[�8')P.18 Q3b°lo �IXSPbI'�1 � EX17'WATE4 I 9 -- •' V _' P25B3x21"@ E,FSQ3�,/�� � - N � / � _ _.. - - - Tess.n dr ea-��as� . izwnTeen��w � � ��o xi2 R��� - i e e�ieoz izna��o.�2a��"� a� eia � � � � � �i�i _ r----- � � _ _ iz �a��e _�� ox � � anx, - . ' � TI 9'21A � � � � 112Y �•WAicRfkAIN 2 - - � ' � �C �� � L EXSPAit �I- { --_ ____, - 8"ISP-13 °BEN� 12465`6END \/ \ � 1 5 k45 t L i�ss- - i-soo.n � lHL-1].16 I -- I I-B99.11(12'7EXSP5 C0� I Yl'ATERI�ANNINSUL4TION.TYP. f 1�14.181A"ISUB . �- R=91A.0]l . � � /J I^ -12"x45BEN� � 12"A5°BEN�� � � � � � / IJ14.i8�A"�SIIB �� �. I II I I 1�13.33�0"19llBl ' --- _ � I 7'� � ' ,�� � � -_ - 1�128811d")P-21P 1 � I I I I � - / � , I� �\\� NOTE�. � 1 � I I I � 8"PERFORFTE�Sl18�RnIN,iVP. - � � THECLARITYOFTHESEPLANS�EPEN� �yI --� � 1 � I : I I � . l � � �-- � - - ' �/ / � ' UPONCOLORCOPIES.IFTHISTIXTOOES ` � I' � � � . � �� � �I ---� TI� 15.91 , ; � �� � NOTAPPEARINCOLOR,THISISNOTAN % -"�_ 1 �. �1 I I I : I�� � � I Il---_ , ' I `-- �\___� �/ �\�� ORIGINALPLANSETANOMAVRESULTIN � � � I I � � � F4=815.41 �� � MISINTERPRETATION. --�_ l I�0I.23(48)P-16--� '` 1 �1 I I I �� �I ' � I - __ I I � 1912.4]IB"ISUB I �� ��\ ��� wn.saRevnaeoavMeoaurvoe�a��oiREc ` �� I I I I I � �I � � �l � 1=8124]�8"�SIIB I.� � � gioNallorHnrian�nou�vucErvsEo � � 1 �O f ___ 1, � 1 '' � I I I � I: I � � I I a � t � : j -150].�9(48')P-15 I ` .\ \'. \ oOEssloNUENCINEEauNOEarHE�,��nsoFTHET • ^ � � I I I I lI ' j I �X \� \\ �� siATEOFn1INNEsoia ■ 1�, I I � I � I r � 1 I I � \ ^ �'., � WHITNEVM.S.BEHNV ■ ��� �f�i � i : �i i I ;,mn 1 i j �� � �� I i I I � ��I I \\� �. � \� �� 0 2o ao E��^ x so�sa L ROAD B STATION 105+25 TO 110+50 2� � o�,�,�q7E i scn�e w Feer 930 . . . . . . . . . . . . . . . . . . eo � � m.ISYa=1as«5aea . . . 930 a�ecr � .. ... ... .... .... ... ... .... .... ... ... ... .. ...,rm . . P�fELEV=A16.66 . .. � m ... � o ��soa o LENNAR HOMES ( . . . . . . . . . . . . . � . . . . . . . .� . . u=soaa . . ` . . . . . . . . . . . . . ST19 �. . . .R=916I5 . ST10 . . . . . . �. �. �. �. AD.=3.00% . . . . . L . TiCg1112189911�12'�EXSPSA T�-816.B8 r � FIL 916.48 � szs sT-zi Fi��ise� isaai��e�sPia 19aa.eo(aslwe szs BRADFORD PARK _ T�G9'�.A2 � 1909.16(JO"JP2p 18881111T'IE'(SP.S �19.se(6"SUB . . . . . . . � ST26 � . F��=9 ,.,z � 9,3.6� �6•� 5�a � ST-,6 T� 9„az D E V E L O P M E N T . . I 91215(21'�P-22 . . . . . . . . . . I 908.96136")P73 . . . � 1=908.60(36')F18 . . . . . . . . . . . . TIC 915.9] . . . . . . FIL 91IO2 . . . . . . C isioailzilP.zie syso sTn Fi�s»a� sue i-soz�srie�ass (PHASE 1) f EXSS . . . . I 90].99 �191249�i5�R21A . . . . . . TIC-91i.12 . . . . . TiC-916.]9 190151(36')P-11 1-914.02fE SUB E%S2 . . 920 191{12�""�SUB R-91124 . I-909.49130'P21 � F.L91619 . . . . . . . . . . �) -� .EX� . 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I � � I: I I �/ I �� II I II II I I�' /�/\ � � � � ` _ �� / / �- - � fi'PERFORATE� SUBDRAIN iYP. /� _. �I� _ I �� �RicN�oF�,vav,rvP. � . � R=92208 � - - k89372(10"JSP-18- / -'F893.62(10')SP-1] 2a°eENOJ I npADB L _f � 5-18 � .RJ24.54 k894.1A (10") SP-19� ' k89d.06 (10') SP-18 � / �` BVIL�ING PA�, NP. / Q /�BUIL�INGSETBACK.TYP. � � �~'_ IITNTY EPSEI�AENT, NP. // / / / � ����oTUNe,rva. , � , �� ;�. 6"GV&BOX�� 5'k1'�"HV�RANT • fY925.03 BREAK�26.32 / C06 nc=szs.oe � FI`=J24.68 k92'.68(6")SUB ` ` � TEE �� 8"GVSBOX � N RS25.19 .�0 ab \\ Ey,SP� R�19S10 ,�� � \ / � \ ST�264 _� EXS2 � � T�Gg�g,�0 � �\ 8'kfi"FEDUCER �91�^�'' , '�''•% � FIL=J1920 CO-5 q �6•��rypTERMAIN EXSPsI"��1 � � -� k91620(6")5118 R�25.11 �I � k818201�"ISUB 1-921.8018"�SUB �B-F�O\ 5'k1'L"HVORANT 12"W�1�MP1N ` k914.]0(16'�P-28A S19 �a BREAK�26.13 ' EXLSoi R526.09 � , � 1 e=eia..a i�sa.e� I�o��1sP.2o -a^c�aP 1=094.51110"ISP-79 .1=894.�2 'ATERPdAINW511L4TI0N.TYP. ��� ��� F - - l, -��"� `, � � �`\ ROAD B STATION 110+00 TO 115+25 � �� scn�e w Feer 930 PCIst� ias saea . . . . . . . . . . . . . . . . . . . 93( �>\7ELE/ 91566.... .. ... ... 0 .. .. ... ... . .. .. .. . PVISTA�=113t5230 . . ... S19 � .. .... ST26 � � � � R92A09 CUL�OESACGRA�ING � � � isoa . . . . . . . . . . . . . . Pvie�6� szssa . . . . . . . . K 5�00 . . . . . . TCB2�11 . . . . . . . . . . . . . S.�g . . . 1894.61(10'�SP20 L=2000 . . . . . . . . . . . . . . FLBiB"1 . . . . . . . . . . . . . . . . R�2d.54 K��� . . 188451(10' SP18 T� �PHASE1TIHNGRADING � . no aoo� � . . . . . �ta.sz(islR2s, . . . . . . . . . . . . . . i esa�sl�o)sP.�e . . . ,� . � . . . . � `� � � hsaa.aaryz•��P.x� �. s.n . iesa.osfm�lsP-ta ao:=aao�u . . ., . . . 925 . � . . . k916.61 6" SUB . . - - - - - ...� ---'�`y f " ( ) rr-s22aa - - , �'�- 722.e @.�o,a9 % 92: . . . . . . . . . . . . . . 1-91&fii (615UB . . . . . .I-853.7217� �SP-18 . . . . . . . . . . - � �. . . . . . . � EXISTINGGRADE,TYP. � � k90885(1B1P.2fi . . . .r&93.82�1'J�SP-1] . . . -- �. . �. •�y0� . . "'_'___ . . . . . Exsi . . . . . . . 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TOP=91684 . . . . . . . . . . . . . . . �_�z NA1Eah'�AM__-I-�- -__ I I . . . . . . . . . �. . . . �. . . �. . �. . �. . . �. . �. . . . . __ I-I__ -_�__. . . Bx22.5`BEN� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 910 __ __I_.I-. . . . . . �i �i . . . , . TOP=si2.55 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91( . . ... . . . . P-zs iaz.te @o sa=e . . . . . � II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � 7 . . . .. .. . I�, �i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONNECTTOEtISTWG�N4T=RPdAIN.. . I I �. . . . . �. . . . . �. . . . . �. . . . �. . �. . . . . �. . . . . �. . . . . . . . . �. . . . . �. . . . . �. . . . . �. . �. . . . . �. . . . . �. . . . . I�I CONTRACTORTOFIEL�VERIFYSIZE. I I � � � � � � � � � � � � � � 905 .. oEPTH,ANDLOCATION.... �i �i .... ..... ..... ...... ...... ..... ..... ... . ... . ... . . . . . . . . .. . . ....... 90: � �� 4 � NOTE rHecu�RirvoFrHeseau�NsoeaeNo ' uaoNco�oRcoaies.iFrHisrExrooes � Nor AaaeAR w co�oR, rHi s is Nor AN oRi�wA�au�NSErANOMAVResu�rw � MISINTERPRETATION. sTATEOFI�I NEsoTIyEEauNOEaLiHE���,.soFTH � WHITNEVM.S.BEHNV , LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) . . . . . i i . . . . . . . .. . . . . . . . a ev1 vao�ecl mo. - . . . . . i i . . . . . . . . . . . . . . . �e soo � � soo PLANNED ROAD & ' ' � EXSP.znzi � i ----� '�- --- ----� � UTILITY -- .-�t--. . --:-- . ---.--7 i �. coaeoea�coNNecnoNmewsnNcsTaucTuae. . . . . . . �. . . . . �. . . . . �. . . . . . . . . . . �. . . . . �. . . . . �. . . . . �. . �. . . . . �. . . . . �. . . . . i coNTRncTORroFie�oveRiws¢e,oePTn,allo r.ONSTRUCTION � NOTe�. i iocanoN . . . . m caP 895 . . �%.X-E%ISTMGGROUND � � � I I . . . . . . . . . . . . . . . . . . . . . SP.19114'x10(CL52)@0.30°h � � SP-20304101CL�21@0.30°/ �BB-0]2�. . . . ... %�.XX.PROPOSE�GROUN�... ... I I . .... ...SP.1]118^�10'IS�R-1B)�0.30'/a ..... SP-18��441�"(CL521@�30°'0 . . . . . . .. .... 895 . . . . . . . . . . . . �IOJ . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HEEi 37 � L ------------ -- I-- ..� ... co�� � �il eui�oiNCISE eaac.TVP. i I�i �II I li II II . L --------- I I I I I I I i i --------- --------- � r----- -� i � � i i �i i- � i i » i il 12 i I�i f3 �i i 14 �i I� 15 i I I � I m I I UTILITVEASEMENT,TVP. I I i �I I I I � � � I p I I I �� I:I I:I �Ii i 4 �i i I o i �oTUNe,rvP.—�r� il �i I�i �i i'i ii ' i �i �i � �i I � �i a=sasa I �i I i �— i . �i �i . i �i �i — � I -! „ I-915.01�6")SUB I I� � � I . I ....—... tl Co-2 s II� L _IFIL- 1 � _ _ - ---- fi'PERFOIIATEDSUe�RAIN,iP. - - Ra2 I�� _ _ _ _ _ _ -- _ 01��91S11B1 tW IT913A8985���Pg�l — _ � L RIGHTOF'f1AY,TYP. L _ _ _ T I I _ _ _ _ _ _ _ � IL _ _ _ I _—___ ' � 11-- - 5� � ------- i -'- ��� ��� � e-sea.�o - - - �. �.... - I-818.13�8"ISl1B k910.12(8")SP9 / ------- 1 I I {_ " I F810.12(8')SP.B I r__ 5.6 � � r - i �IR=9'8A2 � 1 1 1�00.03�12"JEXSP�6A 8'k1125'BEND --�P-2d%415"Q0.50°b ROADC � 11 _ __ rB01.03 (8"J SPb 1" SP�B 341k8" Q 2.AA°b - - �I � Q 1=1800.��3�12")EXSPE� ' ry— T.� I I o I I_ � 11 � S � 1 �+GVBBOX... �Olm' � B"�"TEE � I B"YVATERWAIN I 1 � ` ¢ R=918.30�� � J 1 " i— � � � 12'k8"TEE ��I � 1I` _ __ f f'�'— _�_12"�8.19 � P-2326k21I@0.50°b R=518^80oHVDRANT -- -T — ----- ^� T I � � � � � 8 PATER ^ � 1 -�-�T�G918.35�I I ��� � 1 FIL=J1'8.rj xi 6 � I- -- I - rB20.12�6 — _ _ I . � . _ � I _ _______ � : 1 ... 1-912.90 (119��P-23 � ', 1=91523 65 � I�r � � - - - - - - - , � Ir . ��, L--' � � . I I I I I I N �` 1� II99218(2s')P-22 1 )R24aK-919.19 -- i I --_____ I R-B23.54„'SIIB--- �: �`�----_ ___-- ` (')SUB I i I �`. � � I I-913.11 (21"JR23 I I I I I � � 1 I: I I I I I 1�� I 1 � 111 � 6 �I I I I I 1� 1 I I I I � I� � I� � I� I I� 0 20 40 I � � � � � ROAD C STATION 599+25 TO 604+50 scn�e w Feer — , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ewsnNcceaoe�TVP. . -. . .58 . . . . . . . . . . . . . . . . . . . . � . . .. . . . . . . . . . . . . . �. . . �. . . �. . . �. . . �. . . �. � ,- � � R-924.]0 � . R=818.44 . . IJ102218"ISP-9 . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . . i=eoo.oa�is���exsP-sa . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . , . . . . �. . . . i=eio.izle���sa-a .. .. . ... .. . ... . . .... . . .... . ..... . ...... .�.i-9oi.o3.B.isPa�.. .... . ....... ....... ....... ...... . ...... . ..... . ..... . .... ��� . � . ... . .. ... . . . . . . . . . . . . . . . . � � I1900q311T'�EXSP6. . . . . . . . . . . . .,. . �� �_ . �. . �. . �. . �. . . 033�'@�'b J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSE�GRADE�T`/P. . . . . . . . . . �. . . . �. . . . �. . �. . . �. . . . ,- - � - �, __- �. . . . . . . . . . . . . . . . i.s•nnN.suevoePTn . �. . . . �. . . �. . . . �. . . . �. . . . �. . . .. ... ... .... .... .... .... .. P.zalisl�.. . . . . . . . . . � . . . �. . �. . �. . . �. B NAT�RIIAM � . . . . . . . . . . . . . . . . . . . . . .�.. . . . . . . . . . . . . . . . . . . . .�. . . . . . ,'. . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . �. . . �. . . _ . . . . . 8�. G\' 8 BO% . . . . . _ . � . . . . . . . �. . . �. . . �. . �. . . �. . . �. . . �. . . . �. . . �. . . � , � . . . �. . . . . TOP=905.92� . . . �. . . . ��. . . . . . . . . �. . . �. . . �. . . �. . �. . . �. . . �. . . � . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . .12'k8"TEE . . . . . . . . . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . � . . . �. . . . . . �. . . �. . . �. . . �. . . . . . .TOP=91�.14 . . . .8"xi125'BEN� . 8"zu'iEE . . . . . . . . . . �. . . . �. . . �. � . . . �. . . �. . . . . . �. . . �. . . �. . . �. . . �. . . . . . . . . . . . TOP=909.61 . T0�=90984 . . . . . . . . . . � . � 26fi°h �. . . �. . . �. . . �. . . . . . . . . . . . . . . SP-834'�"RB" �SDR261 � . . . . . NOTE. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x;a.x�ewsnNccRouNo � � � � � � � � � XKK.XX-PROPOSE�GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GYIi7 ,� � �� � � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes — NorAaaeARwco�oR,rHisisNorAN oRi �i NA� au�N sEr ANo MAv Resu�r iN MISINTERPRETATION. ATEOFI�I NEsoTIyEEauNOEaLiHE���,.soFTHE WHITNEV M.S. BEHNV XwXwXX;:X 60�68 935 Ro�ecr LENNAR HOMES s3o BRADFORD PARK DEVELOPMENT (PHASE 1) 925 ELKRIVER MINNESOTA 920 915 22 26553 o c �i� � PLANNED ROAD & UTILITY CONSTRUCTION 38 i I I I I i II I i III I I - � I I L I I_ C0� II II I I I ra II I I - I _---_ _�1 ��-- � - R=92i.10 ; k910.22�8"�SP-9 1=910.1218"1 SP-B 15 - - � �I BUILDINGPA�,TYP. �I Bl111DING SETBACK,iYP. I �6 I UTILIiVEFSEMENT,iVP. II LOTl1NE.iVP. I I L 5'PERFORATE�SUB�RAIN,iVP. _ _ 1 - _ _ 1�1 / il � . II I � OOZ� I �I I I , I �� I 18 I 17 I I i � I I I I I I I , � � I ! I I : I L � , I + -I- - C0.9 J _ S9 --R5Z1.59_ k=821.59 �� FB24.0'!�6"JSl1B 1�11.33�8"I�P-10 � � 1=B11.23(8"�SPd I _ � � ROAD C SPa 20148^ � 0.6o°A I� _" ` - - - 8'k6"TEE-� - i i � i i 6"WATER�.IAIN I � i ,, i ,. i i i z . I - R-92I.1� �: � I �� � I 1 �: I � I� �� I �: 1� Z% � I � I � 1 I � � �� : I 2� � �1 � I 1 I� : I �9 I � 1 I � I, � �' I 1 I�� � 1 �: 1 � I I I � �: 1 1 I 1 ' 'i i . � '� i i '� i I . � �� I _ � �1 -� �� � �1 I - _ I�I I ---` I ____-_ -- I: 1 ST.38 -_-__ 1' L___ � � � I �. � _ -�TiC=926.]8 -I- _ _______ � -�- �FI93.e16"ISUB I : I � - {I�I I 1=923.28 �6") SUB C0.11 � 1 I_� L- -- I V9'1.18118") P38 �192d11S9ifi"ISIIB � V I � � �� 4 � v1 N - � _ �.@J< - � 8P-�02"Ifik6����b `�-- C � / �T_� o \ �_ta �6'\V�ITERMA�� � L - - f - - ST3l � -�T�C9]6.18 � NOTE�. � --- - - FIL=.,26.28 � THECLARITYOFTHESEPLANS�EPEN� ___------� ' �� I=sz1.fi2�19"�P�39 � uPONcoLORcoPIEs.IFTHISTExTooEs � SUB �� I 1=B23.28�0"�Sl1B ---`-"` iI�1 NOTAPPEARINCOLOR,THISISNOTAN / I` I I R-926.85- I Ji -------\+ - I CQ28 ��I I� 1=921q2��gSUB ORIGINALPLANSETAN�MAVRESULTIN f R-923.54 \ � R Za;O� I I�23'68�8"Sl1B I . '� MISINTERPRETATION. � •'' � _ ( 7 , RIGHT INAV,TYP. 6'&HYDRANT I I Q I r ' 1 _ II I I I-'1=92328 6"1„'P.3] � , Ir C___ ' r I � I 6" G -- - I-920.12 6' Sl1B--- - 1 I H ` N I I I I� r bk' I - wn.spREvnaEoavMeoauNoe�a'rvr,�oiREc � 8RE4h-92I.14 I i : i I I i I I I I I I I O I I TEOFioNallorHarian�aou�vucErvsEo I I I I I �� �� �=923.59(6")SUB Q I I � � 6 I � OEssloN.uENTWEEauNOEarHE�,�"vsoFTHE e i i i i i i E i i i i � I :I � I� i i I .�� 5 n��wFnTNEVMs.eEHNv ■ i � i i ��i ��i ��i ��i � i I I �, �, II ` t' li �, � � i �i 1 I o� E ;�;�;:w:;: sooPBicnre � ROAD C STATION 603+50 TO 608+75 � scn�e w Feer � 9Q0 .m � PVISTA=605a8]99 u;a. � � � � � m � PVISTA=808a4494 � � 940 PRo�Eci .. ... . .. .... ... . ... ... .. .. m .... .P�AELEV 92]82 ... .. m i . . . . . m .. .PVIELEI 92658 ... ... , �=,000 � c=,000 LENNAR HOMES � . . . . . . . . . . . . . . . . . . . K=39.W . . . . . . . . . . . . �. . . . K-43.42 . . . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . A.�.=2.50% . . . �. . . . . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. 4.0.=2.30°.a . �. . . . . L f s3s s3s BRADFORD PARK ( _ ti DEVELOPMENT � �ewsnNcce�oervP. � � � � PHASE 1 5�9 ( ) F 930 . . . . . . . . . . . . . . . . . . . . a=ezrse . . . . . . . . . . . . 930 '_ �����a(elsPio . . . . . . . . . .. . .. ... � �� ��� ��� � ��������� ��� ��� ���� ���� ��� ��� �� a � ELKRIVER MINNESOTA . . �. . . . __, ' . . �. � �. . . �. . . . ' � . . . . . . . . . . . . . . . . �. . . � 1=91123(e"JSP� . �. . . . . �. . . . . �. . . . . �. . . . PROPOSE�GRADE�TVP. . . . . �. . . . . �. . . . . � . . . . . . . . . . . R=92A.�0 . . . . . . . . . . . . . . . -_��__ . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � -- �. . . . �eio.zs(e�1sPa �. . . . . �. . . . . �. . . . . � ' --- � . . .-.___ . . . . . . . . . . . . � ias.9��.aso�u . . . � � � � k910.12(8"JSPA . . . . . .- . . . . . . ---- _ � _ � 925 . _ . . . . . . . . . . . l33TQ200ob . . . . . . . . . . . . . . . . . . .-.__�•,LgQ_'_'�- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ,,.� �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .� . �y<. . . . . - ' �__, . . . . . . . . . . . . . . �. . . . . .,,;_.'. . . . . . . . . . . . . . . aOB,��B . . . . . . . . . . 925 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� __ -_ � . .___, � . -�. . . . . . . . . . . . . . �. 66 . . . . . . . . � . . �. . . �. . . �. . .. ].5'MIN.BURVDEPTH . . . . . . . . . . . . . . . . . . �. .�.� . �. . . �. �. . . .P30(18")� �yI �. . . �. . . . . r . �. . . �. . . �. . . �. . . . . . . . . . . . . . . . . a�. G\' & 80M . . �. . �. . . �. . . �. . . �. . D . �. . . �. . . . . � 920 . . . . . . . . . . . . . . . . . . . . . . . . . TOP919ee� . . . . . . . . . . ��.. . . . . . . . . . . 920 vko��;�no. 22-26553 f .. . ... . . .. . ... . ... . . .... ..... .... .. . ..... ... ..8�.�iiJATERMAIN. .. � . . . .. . .. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . 8"x8"TEE . . Bx'125'BEND �. . �. . �. . . . �. . . . . . . . . . . . . . . . . . . . oc(Pi� / . . �. . . . �. . . � . . . . . . 0'k6"TEE . �. . . . �. . . . . �. . . TOP=919.60 . . � TOP-919.]C . �. . . . . �. . . . . �. . . . �. . . . �. . . �. . . . . �. . . . . �. . . . . � . . . i0P-918.91 . . . . . . . . . . . 915 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 915 � . . ... . . ... . .... . ..... . ..... . ...... . ...... . ....... ....... .. ...... . ...... . ..... . ..... . .... . . .. ... . .. ... . ....... / . �. . . �. . . �. . . �. . . �. . . . �. . . . �. . . . �. . . . . . . . . . . . . . �. . . �. . . �. � . sa-ta z�s�,e• lsoe asl @asa�u .. _ . �. . . . . �. . . . . � . . . . �. . . . . �. . . . . �. . . �. . . . . �. . . . . �. . . . . sa-s2mxe°Isoe.3s)aaso�u . . . . . . . . � . _, . . . . ���r � . . . . . . . . . , . ; " � � 910 -- ' s�o PLANNED ROAD & - .. Sp_834'�r8'l5�]R261�Z66°4 ... ... ... ... ... ... ... ... . . .. .. .. .. .... ... .. e NOTE UTILITY : xxxx-exisnNcceouNo CONSTRUCTION . . . . . . . x%%.%X-PROPOSED GROUND 1 905 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 905 � .. . . ... . . ... . .... . .... . ..... . ..... . ...... . ...... ....... ....... ....... ..... . ..... . .... . .... . ... . . ... . . .. . .. .. . ....... � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hee1 � 39 I I i i I I I I i I I I I I I I I -� i i i I _ I I I J ' �__ � / _ _ � _ / ��I 7���.aU<J � - L I I � � I Bl11LDINGPA�,NP. I � � I I I i i 22 I� 23 li �i 24 ii ; i 75 i' W � � �� i i i � � s i i I � I� UTILIiVEASEM1IENT,TYP. �I I I � � I W I. I I, I BUIL�INGSETBACK,NP. I�� I: I � I � ' � I: I I'� ' � � Z I iii i 'i' 'ili ' � ai J 5 � {f} ___ � I � I T-01A I � � i 5sas.os_ eoe I I.` - LOTLINE NP. I �L 1=929.55' 3255 � �Q - - I I I 6"PEFFORATEO SUBOR�VN,iVP.l )SU9 Q Sl1B � B2I.92-- _- I C0.'3 I1L �- yI-I�--I�-}--____-J-�-� -�B28.05(FS��Sl1B- I � _ . � _ _ _ _ _ ' - - � I-929.55 (A" SUB - -I- " 1 P-01A •. ) Pa8 k91280 (8"I SP-11 R�i28s21 I I I I I \ -_; g'�� I - I-B12I��8"�SP-10 k8249016') SUB � ;; I \ . R=932.99 � I I ° I - IFsiaza�s•��scae � P-41A52kib"@283°b�`4.18(8')SP.11 L SP.12IOk2"(r� °d _ ROADC SP-112�A'�"@0.60°d - � ,_ - � - . < ` � - � - B'k�BENo1 = GV8B0;( � � �' 1T'x0"( - - 0'k6"TEE � - - - - - �� R=932.30 N �� 6"4'lATERMAIN � __ c - � - - 0 8'k1125'BE�� g'W>TEaNIllN -��' � � � - - _ 4 " 12"GVBBOXJ R��201 � 1 ' �� ■ � a �=sl° ' r _ _ _ - - . P.4,� 1� @ R=J32' __ ____ __ _- - - - � CO-15 'h ' FIL532.49 4-A29.4B�A")SIIB k9?9.49�6"�SIIB - F-82I.BB(16"�P-02 - _ _ _ 5'CAP 1529A0 �P-4233415"@0.82°b � 8"CAP r8x6"TEE _ k914.68- �` r6"'NATERIANN A"VlATERMAIN � � a�x r�•�nvoanNT 8REP1(=933.01 a�xe•� Reoucee s caa � 1-929.48 �6" GV & BOH R=B32I1 6'k]'-B" HYDRANT � �� 4 � � I I r--�F/L=92628------- � r _R,91�`5F� , r-IR25D5716")SUB------ � i RIGHTOFNI4V.TYP.J -- �; I --1-928.48Rfi913SUB STa Ro23.��7]�(6")SUBF,L=93202 BREAK-932.89 NOTE�. � � _ _ IC-932.52 THECLARITYOFTHESEPLANS�EPEN� uaoNco�oRcoaies.iFrHisrExrooes � � I k921.62(18")PJB I I 5x��eHY�RANT I I I I � i�G931.4� � Tf �Tf 1918 pe2].�2�15�Pd2 NOTAPPEARINCOLOR,THISISNOTAN / � I o I I I I BREAKJ2'l.I4 I I I I I I I I ,_ FIL=930.9] ORIGINALPLANSETAN�MAYRESULTIN f � i 1=92328(8')SUB I I I I I I � � I {920.6](15")P-01 r8�.02�6"�SIIB MISINTERPRETATION. � , � �- r�ze.s��,s�,P.�,A � N e � � k82329(6")SUB I I I I I I o bOE� FB2].52�15"JPdi � m � I F821.A2(18')P31 i I I I I i : - cEanFvrHnrrHisa�.aN.saEciFicnnoNo � : I � � I . � 1=92].91f6"ISUe cJ � � � m � I� I I' I I� I � � 1=926.4](15"iP-00 I � I sio allorHREoienMouRvucErvs ooiaeci � I � I I I I I I I �� �� I � al I AOEOFION.+iENTINEEauNOEaiHE�,��,vsoFTHE e I I ` I i I I i I i I I i _ _ rvrvEso a q "' ^IWHITNEVM.S.BEHNV ■ i. �� S �iii 4 �ii�i 3 �ii�i 2 ��i�� � I�i I �` I I • � o� E ;�;�xw:;: so�sa � ROAD C STATION 608+00 TO 613+25 oUPL1CA7E � scn�e w Feer � 945 � � PvisT� soe.aasa . . . . . . . . . . . . . . . . . . . . 945 ao�ecr � �ne�e;oa.os.sa �� PLENNAR HOMES ( . . . K 43A2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . no=z:3aaa . . . . . . . . . . . F sao R_'9'3�.99 sao BRADFORD PARK ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f.9182B�b'�SP12 . . . . . . . . . . . . � s� �=s,<,9�8�5�-„ DEVELOPMENT exisriNcceaoe.ra o wl (PHi�$E �� f 935 .. ... ... .... .... ... ... .... .... ... ... ... . ,- __ - . PHASEITIEINGRADING 935 ELKRIVER MINNESOTA � . . . . . . . . . . . . . . . . . . . . ��� . ' � �. � � . . � . . � . . . . . . . . . . '__"'__'_.- . . . �280.9'@0.50°h� � . . . . . . . . . . . . . . . . . 5-10 . . . . . . . . . . . . . . . . . . . ,_,_.-__ . . . . . . . . . . . . . . . . . . ENDPHYSEIPAVEIdENT . . . . . �. . . . �. . . . . � . . . . .IrB2]B2 . . . . �-- •�� . . . . CONSTkUCiION . . . . � 930 . . . . . . . . . . . . . . . . . . 1-912.8018")SP-11 . . . . . . . . . . . . . . . 2851"�180`b . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 930 .. . ... . ... ..... -----" . .. . . . .... . . .. . ....... � 1=912.�018"ISP-10 .... .... ..... .. .... .... . PROPOSE�GRa�EiVP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . jPa2(15�� . . . . . . . . . �. . . �. . . �. . . � . . . . �. . . . . . . . . . . . . . . . . �. . �. . �. . . . . . . ��.rt^HvoanNT �. . . . . � -. . . . . . . . . . . . . . . . . . . . . . . . . 8����/&BOX . . . a��GV8B0% . . . . . . . . . . . . � - _ . . . . . . � . . . . . 9�26 � 1.5'MIN.BURYDEPTH �8'k1125`9EN� f 6"REDUCER 925 �gs, )g . . . . . . . . . . . . . . . . . . . . TOP-9"1.ifi TOP-924.48 . . . r' . . . . . 925 L .. , � ... .... ... .... � .... ..... . .... .... .... .. . . .. TOP32450 .... 8 .. .... - OP=824.50 22 26553 � � c � vu��tt; rv�. . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . FLENPME zess3 �zPaa aoaocff�) ( � ��P-38�18) . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. 1Y`�8"CRO55 8��x6"iEE fi 4lATERMAIN � • g' WA�pMAIN 8'ki' 25° BEND � TOP-924.81 . .TOP�2{.�� � 920 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOP=92269 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 920 � .. .. . ... .. . ... .... ...... . ...... . ....... ....... ....... ...... . ...... . ..... . . .... . . .... . . ... . .. ... . ....... / . . . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . . . . . �. . . . . �. . . . . �. . . . �. . . . . �. . . . . �. . . . . �. . . . . � . . . . . . . . . . . . a•,a��Tee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . �. . . . TOP=919.fi6. . . �. . . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . . �. . . . . �. . . . . �. . . . . �. . . . . �t ` s,s pLANNED ROAD 8� - 915 . . . . . . . . ., . . . . . . . . . . . . . . . . . . . �. . �. �. .sRi2eo^rs�(soe26�Co.ea°h � cnP . . . � � . . . . . . . . . . . . . . . . . ,,,. . . . . . . . . . . . . . . . . . . . . . . . . sa-n 2�eRe�� Isoazs) @oso�n . . . . . . . . . i sia se . . . . . . . . � sPmzis.s�soassiaoso,e , NOTe UTILITY • - � � � � � � � �� x�.x-eisnNcceouNo CONSTRUCTION . '- . � . . . . . . . . . x%%.%X-PROPOSED GROUND 1 910 . . . . __ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 910 � .. . . ... � �... . .... . .... . ..... . ..... . ...... . ...... ....... ....... ....... ..... . ..... . .... . .... . ... . . ... . . .. . .. .. . ....... � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hee1 � 40 EwsnNcsioEwn�K T'�=�=��� FIL=93�.30 1-B26.8] 118") P-16 1=932.34jfi"�SUB _ 1�23.10 �18") P-04 E;(ISTING CUR6LINE - _ _ _ � ST-03 ETISTINGSI�E4:'ALK T��35.8� FIL�'36.30 k92P 94 (18"I P-04 1=93230 (6") 511B �B22 ]4 (iB") P-03 �k�j � � � � � iB'CAP �e.o3 � can R-93fi.54 � 1�33A2�A")911B � � SP-1280Y8" � 0.50°k � 3'x]'F'HV�RANT� � BREAK533.01 � A"WATERMAIN- 6"GAP 0'kA"RE�UCE 1-929.48 1 STd2 8'k8"TE T��3�� , FIL=93249 1 1�29.49(8"ISUB P-02 1=929.49�fi"�Sl1B I�Z/.99 (15") P-42 -�'� �"a ,�% k=832.15 �� . . ��P-0i33k18'@O.a4°h ��-i-i-i�..���i` 12'k8"CROS: A��1 / 8"GV&BOX- _ _ I--1 wA� 12"x12,i` BEN� 12'k1125' BEN�J _T - RJ32.30 � o ` EX 12" N.'ATERIdAIN s " _ �, izn2.s°eeNo IVANHOESTREET � %�� EX12"GV&BOX I i �� Ce� k933.02(6'JSUB RIGHTOFWAY,M 1 \ \ 1 1 1 1 \ k9142A(0'75P.�2 1 1-914.iBi8"ISP-71,� _ _ _ _ ' . CSTa1A } TIC 9�3.06' F�L 9�2.55 � 1-9295>�8'�S118 � 1 \ \ 1 � 8"GV&BOX 30"CFP � �R=932.i1 1=913.58 P3EB 2]'x3C�' @ Si-39A 5'k]'A"HYDRANT TIC928.60 8 BREAK=9�2.88 FIL=J28.00 /� � 1=B13.44 f��"I P�38B // \ \ � caza � � ' /.� R��1.5] � 12'Y226°BEND \ 1 k9280](6")SUB Rp�41N ic�� 12 Na1 / ��12"GV&BOX � � '=� RA3201 � '�� � �- o p.001'S1"�.16" �2-'�O�h -�P-01 55'x15"@1.56°b �R�n A5� � 1. i � oI� \ � I \ 1� \ 1 �' 1 � , - � Fi�sza.00 1 . i i=e�a.oa�ae•��a.ssn � � M2320�15"IPdO� � _ ST-0O - .-� 482�.00(8"ISUB\ �1 . - TIC531.4] --'- F92a.00(5'JS118 � ENO FIL�30.A]-�� a-1=912.88(42"JP3B �1 . _----k928.A](16")Pd1 \ � k828.6](16')Pd1A- 1 � I k9T/.9] (6") SUB � � �1 � I�"15UB�ry�6.4](15')P-00 \ \ \� � UiIl1TY EASEM1IENT,TYP. � � p � � 1 1 _ � � +� � �BUIL�INGSETBACKiVP � o � �� OPTIONALDECK,TYP. �� \ _ ` BUIIDINO PA�, NP. 1 / � LOT LINE, iYP. + ,J �� I . . � \'� 1 1 1�If'll `II1c�. i _-�� /-/ - I . IVANHOE STREET STATION 300+50 TO 305+75 �� �� scn�e w Feer . . . . . �. . . . . . . PPVISKE30O�900�03.. .. . . . . . � �. . ��. �. �. PP\�ISKLE29Oa995� . . �. . . ... 95I . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. ,ntr.='b:se°b� . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . . . �. . . ao.=s.�o°�. . . . �. . . . . �. . . . . �. . . . . �. . . . . ' ,. sa: . . . . . . . . . , . . . . . . . . . �ewsnNcce�oe.na. �. . . . �. . �. . �. . �. �. . �. . �. . �. . . . . sac �-s,, . . _ _--. - - � � � � � a=ss2.ss� sT.ao . . . . . . . . . . > � - - - - - - - \ \ � � . . . . �'_._ . 1=91420 B SP.12 � � TiC 9314] . . . . . . . . . . . . . . . �) � ____-�_.__ �'265�200b : . . . ,L . . . . . . � � . . . . . 1-914:1018)SP11 � � FIL 9309] . �. . �. . �. �. . . ST-39 . �. . �. . . . 93: 6 � __ "� o�. . �. � . . . . o .�, . . . . . . . 1�26.8] 116") P.41 �. . TiC-82B.5� . 0 _�__ . . .. ... . ... .... .... 00� . ..... PROPOSE�GRA�E,NP. . � p '• . 1=926.67115"IP-41A�. . . . . .. FIL=928.�0 . . .. . .. .... . . . . . . . . . . . 4.i1� � . . . I�'V B]IA"1311B � . . . . . . . . kB�9 OB138'� P.9BA . . . . CONNECTTOE%ISTINGVIATERMAIN.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .@-0.�a��. . . 1�28.471�5"IP-40 . . . . . . . . . . . rB232015"�P>� . . . . . . . . . . . . CONiRACTORiOFIELDI'ERIFVSRE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1=92 5 00 16"1SUB . . . . . . . . . . . . � 12'k226°BEN� � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1=92600'6')511B . � EN�PHASEIPA�EMENT � �EPiH ANOLOCAiION � T�P-928�e ],5'MIN BIIRV�EPTH � .' � � � _ � 93I � \ I-812 88 42 P�30 � w CONSTRIICTION .. ... .. � ... ... ..... .... ... .... ... . I �. � _ ._ ... .. � . . . . _ E'(12 VI4TERMAIN 12 4'IqTFRMAIN - _ � - - - ��. � PH�15E 1 iIE.IN - . . . ~"�- . �O6.pz850 GRADING - -- . . . . �� � �.. . � Y\ .. ... .. . .... . .... 12'�2.5'BEN�. ...... .... . . . . . . . I�12"G�/&BOX'-��""^-�.m�..., 'P-0013115@250"6. �.........,.<.,..„„ . V. . \........ 92: . . 12 x11.2Y BE�D. . i0P 028.1A TOP=9P1.44 TOP=924.40 � � "- \ *�P-04i10'1 . . . . . . . . . . . . . . . . . . � �. � ,__ , ____ . �_ __ . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 x8 CROSS �. . . . . . . 5'k ]'G" HV�RANT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. TOP=924.6] . . . . . . . . . . . . . . . . . . . 92I NOTE: . . . �. � 1Yk22.5`BEN� �12'efi RE�IICER fi ��ATERMAIN x;�.x�ewsnNccRouNo � . . . . .Toaszo�s Toa=s2oas �. � XKK.XX-PROPOSE� GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91' .. ... ... .... .... .... .... ..... ..... .... .... 0. . . . . . . . I .. .. ... . ih„�A,I � �� 4 i NOTE rHE cu�Riry oF rHESE au�Ns oEaENo uaoN co�oR coaies. iF rHis rExr ooes NOT APPEAR IN COLOR, THI S IS NOT AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. ssloNPtENaINEERUNOEa HE��,.eoFTHE STATE OF AIINNESOT.Y WHITNEV M.S. BEHNV LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) PLANNED ROAD & UTILITY CONSTRUCTION 41 � I GYIi7 ,� I I� '_— -r _----- --- -- - � I � e- I i s��isa 9 I�i I�il 10 ii I�i 11 �ii I ii 12 i I ii -------------------J 13 . i. .. .. .. . j� TiC=91].'2 I I I I I � I I I I I � � � 1 FIL-816B2 I, I I I� I I I I � � �I 1513.9]�6"�Sl1B I � I I � I I � I � � 9 I I —, � I 1909.29130"IP-20�— I II I I I II �I � j I I I —�¢' '"il I P.202fi'x30'@�SO°a I I I I_JI I �__ _______ _ I I _ � � I � w I � ST-19 I: I I: L � I I ' """' F899.11112"IEXSP-SA 1 � m � � L _ FI 916.fi2-- - - 'I L--1 fI - ----00.21 - - 6"PERPoRATEOSUBORNN.TVP. � �08.3I�(8 JI : L- I ;') 1 - —�.J _ _- � - - __ _ _____ . � "'_ O i_ I I 1 S13 ._.. '- R�i6.]5' LO` a .. . ,. 1=9�8.9fi 36'SP-B19 I I-91A.7� (8"�SUB � - I I I (R=8TL4] O „ ___ L_ So I-0�8.�8 30'�P�20_ R919.I8 I- -- J)SP-ib �1---__ _ �... __ I-900.1118')SP.13 I � 1�08288")SP-13 I �.. �299.11�12"IEXSP-5 v � ' I �__' "" �.... - � �y � : -�..�- - _ _ '� � __�__ -_ 1-913.33Rfi9)SB�BxB'TEE6fiO —� P19�3kfi'E� _ ROADD �4 i __ l. a Co.ea�� � I _ F � ._i � SP-13319k8'@260N� - I � I ( � � B'k1125'BEN� 8�6"'f1AiERMNN �� j . I � I` '—� , i N i e'^NA�RIdNN �.Ai ERMFW g I I � �Q 12"G\'880X � - � I � I R_ P�1826k3A"�0.60°b J16.4B I ' ' � � J : � � &BOX — - _ _ _ �� G - ^ �� - eR � : ` 1 � _ _ — � 91�A2 — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' L �� --__--:__: _' - cass �.... --'-�-"__"--�' 1 � I N _ _ _ -_____B111L�INGPA�.NP. R-915.66 ��r_ _______ r�°nvoaaNT � T � r EFK __� l : I �r\ ...._. _-- ��-� J ¢ � I -TiC516.B8 151A.14(6")9UB ' I i :RIGHTOFYI'AV,iV�-- I ; � : r � � � � ' iIL�'914613a"IP.1A IF908.68(36")P-BiB I II I I I I I I f -__ -- _.... 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NOTE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x;a.x�ewsnNccRouNo � � � � � � � � � XKK.XX-PROPOSE�GROUND . . . . . . . . . 0 � �� 4 � � NOTE rHe cu�Riry oF rHese au�Ns oeaeNo uaoN co�oR coaies. iF rHis rExr ooes Nor AaaeAR w co�oR, rHi s is Nor AN ORI GI NAL PLAN SET ANO MAV RESULT IN MISINTERPRETATION. seloNPtENaINEERUNOEa HE���,.eoFTHE s,,�re oF nuNNesor.e WHITNEV M.S. BEHNV 3 LENNAR HOMES BRADFORDPARK DEVELOPMENT (PHASE 1) GYii sos pLANNED ROAD & UTILITY CONSTRUCTION 42 I�i I i �i I li �i li �i I II I � i »—... —.._—.... ....i� i �-- -------------------- ----- ii � , i i i i 11 �i i 12 i' i 13 �i i 14 �i ' i 15 ,-�------ -- i 4 � -----------------I ----- 'i iil�i 'illi 'i �il�i � a '�i I i i I i i I i i i i � � il I I � i �I 4 i i I i I il I �i i I 'i 'i � 'i �i I �i nc=szzn � �i �, I �i 'i I _______ . R I-L=_ -__-__- -J . L- _I=915.fi4Rfi9�5�UB I � -I-15919.2('v SIIB o llFl9a92�„� I J ----iSP-14 R-923.2d I-91I. 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I, nF 70 City of Elk -�-� RiVer City of Elk River City Council Resolution 23- A Resolution of the City Council of the City of Elk River Granting Final Plat Approval for Bradford Park Case No. P 23-09 WHEREAS, application has been made foY final plat appYoval, pursuant to Section 30-374 of the Elk River Cit�T Code of Ordinances, of the property legall�T described on attached Exhibit A and heYeinafteY YeferYed to as "the Propert��'; and WHEREAS, a preliminaryT plat of the PropertyT was approved byT the CityT Council on JulyT 17, 2023; and WHEREAS, the proposed final plat is consistent with the preliminaryT plat as approved byT the CityT Council; and WHEREAS, in October, 2015 the CityT commissioned a park dedication studyT prepared byT HKGi Consulting to determine the impacts of development on the CityT's park system. This study was supplemented with an Appraisal study prepared by Patchin Messner Valuarion Consultants in April 2016. The CityT's Park dedication ordinance was subsequentlyT amended, in July 2016, to reflect the findings of these studies and to incorporate park dedication fee requirements that reflect the impacts of various tyrpes of development on the need for the acquisition, development and improvement of park land. The proposed development is a residential development which will create park land acquisition, development and improvement needs proportionate to the paYk dedication fee set by the park dedication ordinance; and WHEREAS, the proposed final plat complies with each of the conditions set forth byT the Cit�r Council in its approval of the preliminaryT plat of the Propert�r. NOW, THEREFORE, BE IT RESOLVED It is hereby determined by the City Council for the CityT of Elk River as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms �vith all of its requirements. B. The proposed subdivision is consistent `vith all applicable general and specialized cityT, countyT, and regional plans including, but not limited to, the CityT's Comprehensive Plan. rowEREo er ���V�� C. The phyTsical characteristics of the site, including, but not limited to, topographyT, soils, vegetation, susceptibilityT to erosion and siltation, susceptibilityT to flooding, and drainage are suitable for the tyTpe and densityT of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supplyT, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision �vill not cause substantial environmental damage. F. The proposed subdivision �vill not conflict with easements of record or �vith 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 heYeby gYanted foY the PYopeYtyr, subject to the conditions set forth in attached Exhibit B. The officeYs of the City aYe heYeby authorized, once the conditions set foYth in Exhibit B are met and complied with, to sign the final plat for the PropertyT and to issue a certified copyT of this Resolution giving final approval of the plat. 4. The o`vner of the Property is authorized to record the final plat as required byT la�u and shall file proof of said recording with the CityT. No building permits �vill be issued for the PYopeYtyr until the final plat is YecoYded. 5. This final plat approval shall expire t�vo yTears from the date of this resolution if the final plat is not recoYded within that time. Passed and adopted this 6th dayT of November 2023. John J. Dietz, Mayror ATTEST: Tina Allard, CityT Clerk rowEREo er ���V�� EXHIBIT A LEGAL DESCRIPTION All that part of the South Half of the NoYthwest QuaYter and that part of the North Half of the Southwest QuarteY, all in Section 36, Township 33 North, Range 26 West, SherbuYne CountyT, Minnesota, described as follows: Beginning at the West QuarteY corneY of said Section 36; thence North 00 degYees 22 minutes 42 seconds West (assumed bearing) on the west line of said Northwest QuaYteY, 1329.37 feet to the northwest coYner of the South Half of the Northwest QuaYteY of said Section 36; thence South 89 degYees 15 minutes 25 seconds East on the north line of said South Half of the Northwest Quarter, 1485.35 feet; thence South 09 degrees 50 minutes 04 seconds East, 334.87 feet; thence South 33 degrees 40 minutes 54 seconds West, 641.03 feet; thence South 89 degrees 37 minutes 36 seconds West, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East, 518.90 feet; thence South 89 degrees 37 minutes 36 seconds West, 737.27 feet to a point on the west line of the South`vest Quarter of said Section 36; thence North 00 degrees 22 minutes 24 seconds West on said `vest line, 79.88 feet to the point of beginning. rowEREo er ���V�� EXHIBIT B CONDITIONS OF APPROVAI, 1. A Development Agreement must be signed by the cityT and developer prior to releasing the final plat for recording. 2. The Planned Unit Development AgYeement shall be Yecorded prioY to the plat and development agYeement. 3. The applicant must Yeceive final appYoval of all state and fedeYal wetland permits and application prior to recording. 4. Water Availabilit�T Charge shall be paid in the amount required by the city when the final plat is released for recording (currently $390/plumbing unit). 5. A LetteY of CYedit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completion of all improvements and acceptance byT the cityT, a securit�r or warrantyT in a form acceptable to the Public Works Director must be secured. 7. The Development Plan shall be approved byT the public works director prior to issuance of building permits. 8. Staff approval of all plans prior to releasing the plat for recording. 9. All mailboxes shall be clustered. 10. 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 cityT immediatelyT. Further, the cityT reserves the right to stop work authorized in its approval until the site is appropriatelyT investigated and �uork is authorized. rowEREo er ���V��