The URL can be used to link to this page

Home My WebLink About1902824110012-10292014ADVANCE S UR VE WING eg ENGINEERING CO. Fax (952) 474-8267 coo 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474-7964 SURVEY FOR: THE NE W OLD HO USE LEGAL DESCRIPTION: The North 85 feet of the South 195 feet of the East 105 feet of the West 135 feet of the North Half of the South Half of the Northeast Quarter of the Northeast Quarter of Section 19, Township 28, Range 24, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the legal description which we are furnished. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying existing monuments to mark the corners of the property. 4. Showing existing contours and spot elevations. 5. While we show a proposed location for this home, we are not as familiar with your house plans as you and your architect and/or builder are. Check our proposed location and siting of the home and yard grades carefully to see that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building official and zoning official in this community are. Be sure to show this survey to these officials, or any other officials that may have jurisdiction over the home and its proposed location, and obtain their approvals before making decisions based on this survey. 6 W h 1 T% FOUND IRON T%1 t Ht�) ------ 31.0 PROPOSED RET. I e ave a so provided a benchmark for your use in determlmng elevations for construction on this site. The elevations shown relate only CONCRETEouT DLEE -STONE WALL NORTH OF PROPERTY UNE LINED DITCH S to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining [ CORNER OF IRON FENCE IS other elevations for use on this site or before beginning construction. m 1.5 Fr NORTH OF PROPERTY UNE g g i, S _ 89.59'34" WA 89o-,; 1D5.OD--�— = 886.4 STANDARD SYMBOLS & CONVENTIONS:LLI 1 �s ` It , i �/ FOUND IR u y 0-88£ LW Itit 1 CD Nit 00 00 00 1 00 D OOCOD 00; 1 1 000 00 M 1 0 1 (70 W 00 P U ' ' £ 00 rn; ' S O 1 30.6 `\ --0.6 --- —\ 30 00 00 `;-+884 �1 vj FOU§P- �9 // --> T-88 - m --------------------- ------- --4 --------- 8 INCH POLYETHELENE DRAIN TILE IN GRANULAR TRENCH INVERT - 880.4 I EUSTING' CONTOUR FEUSTING' SPOT LLFUTION PROPOSED CONTOUR PROPOSED ELF 4TION/SPOT FLFV_ITION DR")V_449T "ROF - FLOF SILT FLfNCL' T"T TO BI' REJf0VZT "0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. CERTIFICATION: I hereby certify that this plan, specification, report or survey was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer and Licensed Land Surveyor under the laws of the state of Minnesota. Signature: YaAnk6 JY. ul [)cv ;e& Typed Name: James H. Parker Reg. No.: 9235 Date: October 24, 2014 PROPOSED NE)X APRON PER EDINA SPECIFICATIONS. ---"' .;I 11"::E: (AZAI;IIPNIG GJ till': ;till :t:ta'('r .o - w; :.1im, n ole. Cite pla:rt arourl tl:e fu;l-iine"er (i Fthc: an:a its S.h.OW 1 011 t s Dian. :? stal n ,-1.pro ccti Cit;A: nl -Ls tc the siorm that -e l I L; ° t:(311n. ia.te lYOM are s t(. I turfed I. tl t, ,. t1 llsltllT R(ad Main F(11 stab 1, +1:1e1 W 23 fiLs for Itl II, d li t.:' nrc7 IZO a3I I pl(Iircl:uIw. l1 1 . la. : Il, 4'nc1 �t't ostu12 Vi4b 3s. 17-3!41 dinlcr.lnn all 1<use:uwd t:y 1,,l°1a..t„ r}! 1a> I)Trre. `;hakrla; > P iaq.. ,• �c :Paella Ia.?P.'.33-:(;>.>. a ii rlen nnC 1 1 In aw ( r ut 1{Inaii in al ac, tui it fina,. s: lNE OiGn ila.s 1 ce;1 est .blished an:l thee: ,antlol,, lalay Fe remov-J to acccrnl'1ndaU stloellel'nl C•( Ilsll'liet iotl •a{.avvv I : r.lust b: c,,pinc (.,11 able he ul,.c. rain �I :eln.;alraa c coy t , .S ea> ti. U r. ent•sm(,. Ie..11 (: esr u �_ �." �. I y t t 1b ish.d a' eact .( s� 1 � r.t tc t ..Itu aI11.1 a E inch C c �f 1 to 1 1 a o elle I:img at Itmt 0 feet i;i ora the .reo into de s.te mi h, Il ae II; derI n1t mdTLa 1 ]1 C:He ;..nt..t .IR, ill: ti, The ental:.:lr.111 he :, aaln.<.iu.d d .ri:1.1(,crosat ctu:z 13 wp cbessitlg or s1:Ing :o hte'. mt grading d :1C1V (Y1' Sedl:rleI1 S nota p llnitc sleet>. t;.dks nr alley::' :?ot(:nl:3.a.( rti':raa.ces 1 t ar(: net so T rcte,n:d sta.I be closec. by .'enc:.rig ra prev-,rit Lgn'otect,d c:rit i:ICla :toe ail,. lam dIft ltodpik:<ve b 3otated,a dothle-r:e-Dfstraa,l:p51.fllhnldacedI( Piete111.a3ale of btac tl lad,n r.Incff <iid iP l:e. gilt:(, cr otl et iisliubect areas 3c:1c 3 .ni ca In place ilr mill than l l cii;} s, i ry sha:lea{C yee:lan_illcd >vttc<(kasthand se lin;Iaid;hil1L•C o',elec.a1ttaINV t3 iunlo c t sal Il nc I, ae t d C a tl e oe b pronut < isnosalp o1 ust•uc tsar ihbriti. 91 eS4 111111] li3'.e:I:i ::118. l b. iteral (ralalh, t , yreval owrflo•ninE lld b1oa Ina onto r cent nropel:.es .Cris xl.,cil ni s lie: wilsk!s from 3 ..,k a.la.l:rl accc:rCa .ct: u rte 41;Inesct,L]'o luta a dant , ::aeY rcxl.i.ncrnents se'l'l a C non: allle' shah', br: yhcced CO:- disaosal oi.1111zar(in'us ,a;tste ]Ja<<irdole,; wa; les sh.aT'. be ,iisposi,cl of in x:ird.rn;tai Areq :rernents. is I r:c rt:: trick sc 0ko- ': sha]. be na tt.e plx3lic II1e . hid s;aav,,1 on this Plaa; :For "C(' 14 CI.R.F1E Wu AS11f•Y J']:•" I (lisp< -se cf :aashi:ags ars d id'n'aste 3 11: rum' C:)nerd. dcvi ss bi Ii ine 1'e u are}v irsFected all a1:1er 1:1,ajar rainfaJ I',`; e:a u; Ind shall he clownd arud i Iaired as r.(:cera ry':o p:o; .d(: dotvmtly: tir.. eats. all:yi, tralk::; ar,( othrl oul•lic lways'-Ilall be vlslectr::a (kcly an:l ::f lifter ( r soils has laec;n daaCsi.t:ed tall. pecllnIA-, I* r::nl,)ved 'le vontact )ersan :f:,r iiis :;:.'te is xi1ir.'ln.11i i ao,'[ ti t PJew oict nous I arlrunv,F,..?.ttrfi.1.r3,�nctuie.Gxfilrl�rwiidL){lil3usecc_rglrn, . ! 1ca+essarr; � ehi�::as, tl;aY h; �e. mad o:1 th(:ir wheal>s, s11a l Ile c:.eared telblre cx:.ria; lllr:, site va rile :r(;c. I r8llti@ at`:a. i. a:au3r:: shall l c: a]:plic:i 10 lisnu•bed aica<o contrA catst a, r.cedcd.. ra.b:e to let ;fa::il:i:iessh;ill be nlarrdon.i':(: fart:e by ;1'nrl:cr.:'s lad shall.b°props; Iv:aair.;ee.inec!. t bc:5,oaw-; n, cas,ary :o p: nip the ,:ezavauni cin inE..cnsr. arr.ior, pulcip discharge steal. be :.nlo ills stockpile n tlta ih;.: dc-:.tF1e silt i :Iu;l; arcur.d tl's'-{leas +,31 fi[: r'l t: v.aEa bel �cr, is 1::3rr a 1:11(.:ilce. alto a.ilbc bislahollticli:a 3 dlil ] cbrv'iaftcl tin, eirc I; fus Jilirabcd In s7all Is. o t r c a 1::.c ss.:sVC: tfir € 'vi1IHiones011DePaltlltn:;3f C i:>pnre,liuneie dIii, U+twe 1113 100113'1;re lov"od b', coveling ,3rt_I IN n, GOTTi:II )411ct at arale Of"'0.1•: r.I ar.:": Ec.t: sc ap;faci:ng .h(. seed and ah', vE.V:r cls tele t.1 d.st.Ir td area tc pr vi ie sal e bcn.d 1 attreen the ,.,law arid sc l aril, as necr..ssary. -'lair the Illy o fl)'-! oil 1"'.•Iurlhig ovr, 1 +?•Ith a comlraia.oa Vehicle aft::r the sera v ha•i been placed' T `,trC)EJ:: I_-01d.P'I.I 1 a ::ileal gri.(Iv:t; bas 'b en car ipie:ed do l:,efn:r„ placen:lento_' se,IP or s^cl ;1:1 �i;: Fi IiL" s:uxveyshall ae cis:ne PROPOSED DRIVE & TEMP. ROCK CONSTRUCTION ENTRANCE r•. _12 ]3Y: vii' CRATE: r,vr E:"' y_14/ U;ffE: C1':PT: �' � �t'IJI SURVEYED: June, 2014 DRAFTED: June 24, 2014 REVISED: July 27, 2014 to show proposed dwelling, related improvements, grading, drainage and erosion control details for review and approval and possible revision. REVISED: July 29, 2014 to modify top of foundation elevation, grade at house, temporary erosion control specs. REVISED: August 1, 2014 to move home per new setbacks. REVISED: August 1, 2014 to show vegetation. IM N 6 It PROPOSED DWELLING OLD 1 ST FLOOR= 888.00 FIRST FLOOR = 888.00 TOP FOUND. = 887.00 GARAGE FLOOR = 887.00 LOW FLOOR = 878.30 26 WW -----883------ X 883.0 —88,Y- - - - 88- B3—•--BB3 SF — SF YV T� v o z 25 ' , , � J � 1, , I; \ CORNER OF IRON FENCE IS EAST OF PROPERTY UNE _�1.3 FT >� -,-FOUND IRON —' 1 Q5.00I�' �\88I ,1, -O` ` Ne8s\ �p N 89 59 34 , E � ', EwsnNG `--1'OP OF EXISTING ---CB TOBE WALL ABOUT 885.0`. -SECTION OF PIPE REMOVED TO BE REMOVED TO BE REMOVED '.PROPOSED CB AT END OF EXISTING PIPE, GRATE 882.0, INVERT ABOUT 880.4 ADJUST TO FIT EXISTING PIPE AND ADJUST GRADING TO DRAIN TO CATCH BASIN. �` �D I I 3 its 55al Pan..Y �L EXISTING DWELLING BUILDING COVERAGE REVISED: September 4, 2014 to show proposed window wells and grade. GRAPHIC SCALE REVISED: September 5, 2014 to show revised infiltration X section after sales. 20 0 10 20 40 REVISED: September 16, 2014 to show revisions per meetings with city staff, for review. REVISED: September 25, 2014 to show window sells and revised grade along south side home. REVISED: September 30, 2014 to show utility services per Edina record plans. ( IN FEET ) REVISED: October 24, 2014 to show proposed catch basin over existing drain line. ,STORW A4F R AIAIVAIGMf 1VT A./VP LROtS101V CONTROL PLAN 140368 2014 10 24 A JP as FZ N J�1 LLI a W Q loo 0000 LLI-----31-1- PROPOSED RET. I e ave a so provided a benchmark for your use in determlmng elevations for construction on this site. The elevations shown relate only CONCRETEouT DLEE -STONE WALL NORTH OF PROPERTY UNE LINED DITCH S to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining [ CORNER OF IRON FENCE IS other elevations for use on this site or before beginning construction. m 1.5 Fr NORTH OF PROPERTY UNE g g i, S _ 89.59'34" WA 89o-,; 1D5.OD--�— = 886.4 STANDARD SYMBOLS & CONVENTIONS:LLI 1 �s ` It , i �/ FOUND IR u y 0-88£ LW Itit 1 CD Nit 00 00 00 1 00 D OOCOD 00; 1 1 000 00 M 1 0 1 (70 W 00 P U ' ' £ 00 rn; ' S O 1 30.6 `\ --0.6 --- —\ 30 00 00 `;-+884 �1 vj FOU§P- �9 // --> T-88 - m --------------------- ------- --4 --------- 8 INCH POLYETHELENE DRAIN TILE IN GRANULAR TRENCH INVERT - 880.4 I EUSTING' CONTOUR FEUSTING' SPOT LLFUTION PROPOSED CONTOUR PROPOSED ELF 4TION/SPOT FLFV_ITION DR")V_449T "ROF - FLOF SILT FLfNCL' T"T TO BI' REJf0VZT "0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. CERTIFICATION: I hereby certify that this plan, specification, report or survey was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer and Licensed Land Surveyor under the laws of the state of Minnesota. Signature: YaAnk6 JY. ul [)cv ;e& Typed Name: James H. Parker Reg. No.: 9235 Date: October 24, 2014 PROPOSED NE)X APRON PER EDINA SPECIFICATIONS. ---"' .;I 11"::E: (AZAI;IIPNIG GJ till': ;till :t:ta'('r .o - w; :.1im, n ole. Cite pla:rt arourl tl:e fu;l-iine"er (i Fthc: an:a its S.h.OW 1 011 t s Dian. :? stal n ,-1.pro ccti Cit;A: nl -Ls tc the siorm that -e l I L; ° t:(311n. ia.te lYOM are s t(. I turfed I. tl t, ,. t1 llsltllT R(ad Main F(11 stab 1, +1:1e1 W 23 fiLs for Itl II, d li t.:' nrc7 IZO a3I I pl(Iircl:uIw. l1 1 . la. : Il, 4'nc1 �t't ostu12 Vi4b 3s. 17-3!41 dinlcr.lnn all 1<use:uwd t:y 1,,l°1a..t„ r}! 1a> I)Trre. `;hakrla; > P iaq.. ,• �c :Paella Ia.?P.'.33-:(;>.>. a ii rlen nnC 1 1 In aw ( r ut 1{Inaii in al ac, tui it fina,. s: lNE OiGn ila.s 1 ce;1 est .blished an:l thee: ,antlol,, lalay Fe remov-J to acccrnl'1ndaU stloellel'nl C•( Ilsll'liet iotl •a{.avvv I : r.lust b: c,,pinc (.,11 able he ul,.c. rain �I :eln.;alraa c coy t , .S ea> ti. U r. ent•sm(,. Ie..11 (: esr u �_ �." �. I y t t 1b ish.d a' eact .( s� 1 � r.t tc t ..Itu aI11.1 a E inch C c �f 1 to 1 1 a o elle I:img at Itmt 0 feet i;i ora the .reo into de s.te mi h, Il ae II; derI n1t mdTLa 1 ]1 C:He ;..nt..t .IR, ill: ti, The ental:.:lr.111 he :, aaln.<.iu.d d .ri:1.1(,crosat ctu:z 13 wp cbessitlg or s1:Ing :o hte'. mt grading d :1C1V (Y1' Sedl:rleI1 S nota p llnitc sleet>. t;.dks nr alley::' :?ot(:nl:3.a.( rti':raa.ces 1 t ar(: net so T rcte,n:d sta.I be closec. by .'enc:.rig ra prev-,rit Lgn'otect,d c:rit i:ICla :toe ail,. lam dIft ltodpik:<ve b 3otated,a dothle-r:e-Dfstraa,l:p51.fllhnldacedI( Piete111.a3ale of btac tl lad,n r.Incff <iid iP l:e. gilt:(, cr otl et iisliubect areas 3c:1c 3 .ni ca In place ilr mill than l l cii;} s, i ry sha:lea{C yee:lan_illcd >vttc<(kasthand se lin;Iaid;hil1L•C o',elec.a1ttaINV t3 iunlo c t sal Il nc I, ae t d C a tl e oe b pronut < isnosalp o1 ust•uc tsar ihbriti. 91 eS4 111111] li3'.e:I:i ::118. l b. iteral (ralalh, t , yreval owrflo•ninE lld b1oa Ina onto r cent nropel:.es .Cris xl.,cil ni s lie: wilsk!s from 3 ..,k a.la.l:rl accc:rCa .ct: u rte 41;Inesct,L]'o luta a dant , ::aeY rcxl.i.ncrnents se'l'l a C non: allle' shah', br: yhcced CO:- disaosal oi.1111zar(in'us ,a;tste ]Ja<<irdole,; wa; les sh.aT'. be ,iisposi,cl of in x:ird.rn;tai Areq :rernents. is I r:c rt:: trick sc 0ko- ': sha]. be na tt.e plx3lic II1e . hid s;aav,,1 on this Plaa; :For "C(' 14 CI.R.F1E Wu AS11f•Y J']:•" I (lisp< -se cf :aashi:ags ars d id'n'aste 3 11: rum' C:)nerd. dcvi ss bi Ii ine 1'e u are}v irsFected all a1:1er 1:1,ajar rainfaJ I',`; e:a u; Ind shall he clownd arud i Iaired as r.(:cera ry':o p:o; .d(: dotvmtly: tir.. eats. all:yi, tralk::; ar,( othrl oul•lic lways'-Ilall be vlslectr::a (kcly an:l ::f lifter ( r soils has laec;n daaCsi.t:ed tall. pecllnIA-, I* r::nl,)ved 'le vontact )ersan :f:,r iiis :;:.'te is xi1ir.'ln.11i i ao,'[ ti t PJew oict nous I arlrunv,F,..?.ttrfi.1.r3,�nctuie.Gxfilrl�rwiidL){lil3usecc_rglrn, . ! 1ca+essarr; � ehi�::as, tl;aY h; �e. mad o:1 th(:ir wheal>s, s11a l Ile c:.eared telblre cx:.ria; lllr:, site va rile :r(;c. I r8llti@ at`:a. i. a:au3r:: shall l c: a]:plic:i 10 lisnu•bed aica<o contrA catst a, r.cedcd.. ra.b:e to let ;fa::il:i:iessh;ill be nlarrdon.i':(: fart:e by ;1'nrl:cr.:'s lad shall.b°props; Iv:aair.;ee.inec!. t bc:5,oaw-; n, cas,ary :o p: nip the ,:ezavauni cin inE..cnsr. arr.ior, pulcip discharge steal. be :.nlo ills stockpile n tlta ih;.: dc-:.tF1e silt i :Iu;l; arcur.d tl's'-{leas +,31 fi[: r'l t: v.aEa bel �cr, is 1::3rr a 1:11(.:ilce. alto a.ilbc bislahollticli:a 3 dlil ] cbrv'iaftcl tin, eirc I; fus Jilirabcd In s7all Is. o t r c a 1::.c ss.:sVC: tfir € 'vi1IHiones011DePaltlltn:;3f C i:>pnre,liuneie dIii, U+twe 1113 100113'1;re lov"od b', coveling ,3rt_I IN n, GOTTi:II )411ct at arale Of"'0.1•: r.I ar.:": Ec.t: sc ap;faci:ng .h(. seed and ah', vE.V:r cls tele t.1 d.st.Ir td area tc pr vi ie sal e bcn.d 1 attreen the ,.,law arid sc l aril, as necr..ssary. -'lair the Illy o fl)'-! oil 1"'.•Iurlhig ovr, 1 +?•Ith a comlraia.oa Vehicle aft::r the sera v ha•i been placed' T `,trC)EJ:: I_-01d.P'I.I 1 a ::ileal gri.(Iv:t; bas 'b en car ipie:ed do l:,efn:r„ placen:lento_' se,IP or s^cl ;1:1 �i;: Fi IiL" s:uxveyshall ae cis:ne PROPOSED DRIVE & TEMP. ROCK CONSTRUCTION ENTRANCE r•. _12 ]3Y: vii' CRATE: r,vr E:"' y_14/ U;ffE: C1':PT: �' � �t'IJI SURVEYED: June, 2014 DRAFTED: June 24, 2014 REVISED: July 27, 2014 to show proposed dwelling, related improvements, grading, drainage and erosion control details for review and approval and possible revision. REVISED: July 29, 2014 to modify top of foundation elevation, grade at house, temporary erosion control specs. REVISED: August 1, 2014 to move home per new setbacks. REVISED: August 1, 2014 to show vegetation. IM N 6 It PROPOSED DWELLING OLD 1 ST FLOOR= 888.00 FIRST FLOOR = 888.00 TOP FOUND. = 887.00 GARAGE FLOOR = 887.00 LOW FLOOR = 878.30 26 WW -----883------ X 883.0 —88,Y- - - - 88- B3—•--BB3 SF — SF YV T� v o z 25 ' , , � J � 1, , I; \ CORNER OF IRON FENCE IS EAST OF PROPERTY UNE _�1.3 FT >� -,-FOUND IRON —' 1 Q5.00I�' �\88I ,1, -O` ` Ne8s\ �p N 89 59 34 , E � ', EwsnNG `--1'OP OF EXISTING ---CB TOBE WALL ABOUT 885.0`. -SECTION OF PIPE REMOVED TO BE REMOVED TO BE REMOVED '.PROPOSED CB AT END OF EXISTING PIPE, GRATE 882.0, INVERT ABOUT 880.4 ADJUST TO FIT EXISTING PIPE AND ADJUST GRADING TO DRAIN TO CATCH BASIN. �` �D I I 3 its 55al Pan..Y �L EXISTING DWELLING BUILDING COVERAGE REVISED: September 4, 2014 to show proposed window wells and grade. GRAPHIC SCALE REVISED: September 5, 2014 to show revised infiltration X section after sales. 20 0 10 20 40 REVISED: September 16, 2014 to show revisions per meetings with city staff, for review. REVISED: September 25, 2014 to show window sells and revised grade along south side home. REVISED: September 30, 2014 to show utility services per Edina record plans. ( IN FEET ) REVISED: October 24, 2014 to show proposed catch basin over existing drain line. ,STORW A4F R AIAIVAIGMf 1VT A./VP LROtS101V CONTROL PLAN 140368 2014 10 24 A JP