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HomeMy WebLinkAbout2007 Site Plan ReviewCERTIFICATE OF SURVEY FOR THOMAS W. 8c KRISTEN RITCHIE t... OF LOT 3, BLOCK 1 8,: OUTLOT A, NAVARRE COVE HENNEPIN COUNTY, MINNESOTA Cft of Omno Planning & Zoning Pian She Plan Review Date-. ®� PPROVED © APPROVED WITH REVISION► (see n*s) Ct DENIED ligO/1. r� LAGOON #2501 / DECK EXISTING / BUILDING Nu i r : I HIS BUILDING LOCATION WAS TAKEN / FROM OUR NOVcMBER 2000 SURVEY 1 / #2503 / CK 66 i , , (942.3) ` •- i- ,� i I �l T , I \ POWER I - �� I \\ \ POLE QJ / (944.3) ` 295.„60 (934.8) (9522) i 7T*' E i l00 0o 950 1 uEwAY �T 'T- FAS �t� 4 91 1 c,1rdG'B ACKTOfs'J {} _;. 1 - - - Tp.T EMOVED, ANDIRcPLATY CONC ETE CURB I STONE. C ASS-PAVE2 O� l-1 P ! IT E'? TO TOP OF `kiYDRANT ^nE!�IECT & n1VtR�WALL, Q i' � _�d_ "ED �'� (944,39y\(4W �} r4' I -' _ � ` 2) ��� ivt; �RAINTILE / �• �sR ENERATOR (1PO�D-.ERI its - � �+. - / 9 2.� I I A/C �i A/C / p �i���„�y/•,, p�O PADS / ❑ �� yq�. �. �' (�,�t'���� r 4 12.4 ` 0 j v lz 950 '94�- � 4 1`L.4 I CLEAN- DS ~� '2' OUT I 1 Q` �STONE1-I� SERVICE CLEAN- I RETAINING)_ ` OUT I DS!} WALL CqSP,RA-� 1. I// ! ci A RCASE ` 00 (951.4) r n `C-- �`-�_ du��; r�'. aFr II [;kA;JH Pl�..f �S�U r 1.5 EXISTING �..,,�` Q, �I 1 DRIVEWAY { DR EWA Y- 1.5 ` CC\?t RED 70 REMAIN �:_. (V ENTRANCE I -� tl 72.7 li W r � i E i / i WAIS SATE 1 1 3.3 HOUS (!� I - �4� T= 11C� VALVE f (93. F;) � 94o.7 N (951.4) l "I \ = �� �/ \ #2507 \ DSIj-`� 1, I I (941.3) _ MAIN S TONE FLOOR RETAINING (q33 } IID =(953.4) l i WALKOUT t WALE. �( _a II ' 0 - . 1{ �� \ __ 5 L(940.5) COLUMN CALv JjJ� \ QtGyP 94F TOP OF BERM -93.0 L -k CN_ �°•'�, - " t ! 0 m0 Opo_ L RIPRAP OVER FILTER _ : `_ . ` i ---- w2 I, PROP E °J 124 , I� I I � 04 �) • - PE \I E.O.F.= a3= "0' '1 t �.4 �: a I r OF ENGINEERED MATERIAL a i = - r- �•Q \� (70 GRA .0 AF/30%COP.IPOST) /' - 4 / 4.0 \ - "�C] THROUGHOUT THE BOTTOM r �/ _ EXISTI� BLeCh "F FbEti+AY /' Ot_ THE R41P9 rcoDF„ DS r\ DS ' IPAvER : TO BE R�MOV'ED. ,4, ' 6 STEPPING 1 11 v 9C y 15TEp< WITH GRASS-PAVE2 Q +R a49-6) I /�/� STO°NES % S� 0 l ) L,t ! ' CP-------------- 0j� v r W ' ; ��, 9 250' 1-950 �.� l� �/ 14 f 00 SETBACK-. { / LINE xp{ POWER PR VF' cE / �^ i Qp�O "�� 9� j - I'� / POLE r •+J RAI +. � I-----__ (941.0 ) 27- MINIMOM SWALE 1 28.7 1 (943.8) 929.4 CONTOUR LINE --.Q4 //o'�yr-�� -_ --`- / \ `0 (9 f� I u_ U 7 11 1 50.7) 0 BOULDER / Z , � W % v POUL_,ERS /' MANHOLE 317-00 \� Q ,,G 66 (931.5) / / / , t } /� °00'' 0p" VV / 38- - ••--• S 6 (944.) - (931.6) / STEEL FENCE POST (T -POST). TTACH FABRIC'TO POSTS / MINIMUM V LONG, / WITH MINIMUM 3 ZIP TIES r 6' MAXIMUM SPACING. / (50 LB. TENSILE) PER POST IN TOP 8'. r/ WOVEN MONOFlLAMENT GEOXII IELE DOT388 FABRIC PER MI OVERLAP TAP TOP 8' OF / �(36" MOTH) - POV FABRIC AND FASTEN AT 2' INTERVALS ACE 6" DRAINT;{_F ^: -- ROTTOM OF RAIN GARDEN MACHINE SLICE I C%R INF'.: TRATIO''' DEPTH (PLUS 6' FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. i / Of RUNOFF - pIRECl10N :. 24' MINIMUM / / •' : , ... , ; , . ' : POST EMBEDMENT / ;4 SCREEN/ III= SUCED METHOD (THIS DEUIL) IS THE STANDARD IL SILT ,FENCE INSTALLATION METHOD, HEAVY-DUTY OR STANDARD SILT ' PORCH/ FENCE INSTALED OR DIRECTED METHODS__TY ONLY BE USED WHEN EXISTING tae n.N.lo,v HOUSE ^LARD DETALS .SAN 2006 o� B0 one SII T FENCE ew, rtata lea. #2509 v Andorlik 6 MACHINE SLICED L Aas latexµ,- \ ■ne1^••^4"nh11«t• OROPJO, MINNESOTA RO-1 NOT E iS `.OUSE LOCATION >FVAS TAKEN Kr 1n_ FROM NOVEMBER 2000 SU'VEY Tr I✓i �fwll (', { it L% ALL I- \ - L tL r\ J 4_, \ HOURS AFTER COMPLETION OF GRADING LAKE ETONKA � MINN CARMANS BAY (950.9) LEF A.I F)Ec�(CRIPTION OF PREMISES I. of 3, Block 1, and OUTLOT A, NAVARRE COVE o denotes iron marker (9U8.3) : denotes existing spot elevation, mean sec, level datum -- 7 -- denotes existing contour line, mean sec 1 -rel da m 904 denotes proposed contour line, per architect %S : denotes downspout Bearings shown are based upon an assumed datum. This survey shows the boundaries of the above describe property, the location of an existing house, the location of all visite e "hardcover", and the proposed location of a proposed pool and pool ):]'L'10, spl.ral staircase, rain garden, driveway, and sidewalk thereon. 1t�oes not purport to s'notiv any other s. in,prlDvemer:ts or tncroachme, k - SUGGESTED PLANT LIST f+ OR YOUR. RAIN GARDEN U M TIC 3iI BI OOhi BLOOM w NAM NAl1'!$ H z cLD Ln r, �� <bluerbioe Ln 91rIeKbSemef Sada,)elbw' a a Lr, Swn4b8hvteed N 86° JuoeJ* RaftU 3.3' 15+ z � A* -Ott Blue - 1.4 R7._4__- NawbWwdAae 1 \V1 A F QXIU LOCATION . "DRAIN OUTLET 3-W . /! BhrP11110b p Lr o CV Q Mp•J* BIM a N MeehlrlrtoolA. V1 14 FAVOR, L ��. rII. PrZOF'uSL- LANDSCAP•- BUFFER - Ruo C) 16c_-) WliibioPw* 1.31 Fdi,meap�ap�ra pwpledoeCowe. F � SED a O FENCE !lpala7unpapwNnl JU CVE_ Sue r JubSePL �W= 1d' I q�Kbd BhePiKide . r�' � T i (9-12.0 75' #2501 / DECK EXISTING / BUILDING Nu i r : I HIS BUILDING LOCATION WAS TAKEN / FROM OUR NOVcMBER 2000 SURVEY 1 / #2503 / CK 66 i , , (942.3) ` •- i- ,� i I �l T , I \ POWER I - �� I \\ \ POLE QJ / (944.3) ` 295.„60 (934.8) (9522) i 7T*' E i l00 0o 950 1 uEwAY �T 'T- FAS �t� 4 91 1 c,1rdG'B ACKTOfs'J {} _;. 1 - - - Tp.T EMOVED, ANDIRcPLATY CONC ETE CURB I STONE. C ASS-PAVE2 O� l-1 P ! IT E'? TO TOP OF `kiYDRANT ^nE!�IECT & n1VtR�WALL, Q i' � _�d_ "ED �'� (944,39y\(4W �} r4' I -' _ � ` 2) ��� ivt; �RAINTILE / �• �sR ENERATOR (1PO�D-.ERI its - � �+. - / 9 2.� I I A/C �i A/C / p �i���„�y/•,, p�O PADS / ❑ �� yq�. �. �' (�,�t'���� r 4 12.4 ` 0 j v lz 950 '94�- � 4 1`L.4 I CLEAN- DS ~� '2' OUT I 1 Q` �STONE1-I� SERVICE CLEAN- I RETAINING)_ ` OUT I DS!} WALL CqSP,RA-� 1. I// ! ci A RCASE ` 00 (951.4) r n `C-- �`-�_ du��; r�'. aFr II [;kA;JH Pl�..f �S�U r 1.5 EXISTING �..,,�` Q, �I 1 DRIVEWAY { DR EWA Y- 1.5 ` CC\?t RED 70 REMAIN �:_. (V ENTRANCE I -� tl 72.7 li W r � i E i / i WAIS SATE 1 1 3.3 HOUS (!� I - �4� T= 11C� VALVE f (93. F;) � 94o.7 N (951.4) l "I \ = �� �/ \ #2507 \ DSIj-`� 1, I I (941.3) _ MAIN S TONE FLOOR RETAINING (q33 } IID =(953.4) l i WALKOUT t WALE. �( _a II ' 0 - . 1{ �� \ __ 5 L(940.5) COLUMN CALv JjJ� \ QtGyP 94F TOP OF BERM -93.0 L -k CN_ �°•'�, - " t ! 0 m0 Opo_ L RIPRAP OVER FILTER _ : `_ . ` i ---- w2 I, PROP E °J 124 , I� I I � 04 �) • - PE \I E.O.F.= a3= "0' '1 t �.4 �: a I r OF ENGINEERED MATERIAL a i = - r- �•Q \� (70 GRA .0 AF/30%COP.IPOST) /' - 4 / 4.0 \ - "�C] THROUGHOUT THE BOTTOM r �/ _ EXISTI� BLeCh "F FbEti+AY /' Ot_ THE R41P9 rcoDF„ DS r\ DS ' IPAvER : TO BE R�MOV'ED. ,4, ' 6 STEPPING 1 11 v 9C y 15TEp< WITH GRASS-PAVE2 Q +R a49-6) I /�/� STO°NES % S� 0 l ) L,t ! ' CP-------------- 0j� v r W ' ; ��, 9 250' 1-950 �.� l� �/ 14 f 00 SETBACK-. { / LINE xp{ POWER PR VF' cE / �^ i Qp�O "�� 9� j - I'� / POLE r •+J RAI +. � I-----__ (941.0 ) 27- MINIMOM SWALE 1 28.7 1 (943.8) 929.4 CONTOUR LINE --.Q4 //o'�yr-�� -_ --`- / \ `0 (9 f� I u_ U 7 11 1 50.7) 0 BOULDER / Z , � W % v POUL_,ERS /' MANHOLE 317-00 \� Q ,,G 66 (931.5) / / / , t } /� °00'' 0p" VV / 38- - ••--• S 6 (944.) - (931.6) / STEEL FENCE POST (T -POST). TTACH FABRIC'TO POSTS / MINIMUM V LONG, / WITH MINIMUM 3 ZIP TIES r 6' MAXIMUM SPACING. / (50 LB. TENSILE) PER POST IN TOP 8'. r/ WOVEN MONOFlLAMENT GEOXII IELE DOT388 FABRIC PER MI OVERLAP TAP TOP 8' OF / �(36" MOTH) - POV FABRIC AND FASTEN AT 2' INTERVALS ACE 6" DRAINT;{_F ^: -- ROTTOM OF RAIN GARDEN MACHINE SLICE I C%R INF'.: TRATIO''' DEPTH (PLUS 6' FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. i / Of RUNOFF - pIRECl10N :. 24' MINIMUM / / •' : , ... , ; , . ' : POST EMBEDMENT / ;4 SCREEN/ III= SUCED METHOD (THIS DEUIL) IS THE STANDARD IL SILT ,FENCE INSTALLATION METHOD, HEAVY-DUTY OR STANDARD SILT ' PORCH/ FENCE INSTALED OR DIRECTED METHODS__TY ONLY BE USED WHEN EXISTING tae n.N.lo,v HOUSE ^LARD DETALS .SAN 2006 o� B0 one SII T FENCE ew, rtata lea. #2509 v Andorlik 6 MACHINE SLICED L Aas latexµ,- \ ■ne1^••^4"nh11«t• OROPJO, MINNESOTA RO-1 NOT E iS `.OUSE LOCATION >FVAS TAKEN Kr 1n_ FROM NOVEMBER 2000 SU'VEY Tr I✓i �fwll (', { it L% ALL I- \ - L tL r\ J 4_, \ HOURS AFTER COMPLETION OF GRADING LAKE ETONKA � MINN CARMANS BAY (950.9) LEF A.I F)Ec�(CRIPTION OF PREMISES I. of 3, Block 1, and OUTLOT A, NAVARRE COVE o denotes iron marker (9U8.3) : denotes existing spot elevation, mean sec, level datum -- 7 -- denotes existing contour line, mean sec 1 -rel da m 904 denotes proposed contour line, per architect %S : denotes downspout Bearings shown are based upon an assumed datum. This survey shows the boundaries of the above describe property, the location of an existing house, the location of all visite e "hardcover", and the proposed location of a proposed pool and pool ):]'L'10, spl.ral staircase, rain garden, driveway, and sidewalk thereon. 1t�oes not purport to s'notiv any other s. in,prlDvemer:ts or tncroachme, k - SUGGESTED PLANT LIST f+ OR YOUR. RAIN GARDEN U M TIC 3iI BI OOhi BLOOM w NAM NAl1'!$ H z cLD Ln r, �� <bluerbioe Ln 91rIeKbSemef Sada,)elbw' a a Lr, Swn4b8hvteed wQ, JuoeJ* RaftU 3.3' E -i z � A* -Ott Blue - 1.4 w NawbWwdAae H �a Ui < J 3-W . oWo�. BhrP11110b p MtoPet Bum Mp•J* BIM a J MeehlrlrtoolA. V1 14 W rII. chd"Bral"11 WNbTLtldleed - Ruo JtilyQt. WliibioPw* 1.31 Fdi,meap�ap�ra pwpledoeCowe. Fun bP ASM a O N' !lpala7unpapwNnl Je°' .. Sue r JubSePL �W= 1d' 1'leneekOAar q�Kbd BhePiKide . r�' z cr-- 2.3' IJarif.»vogmtPo � o z Jah Au` Pwpl6-PI1* z LohefbmdmlU dedbWFS Ma zw ]ubSept Ln 2.3' Jabd(ae¢�i(kke (iatBhslabtlla �- Jut}�9ept w0 H I-V Ijc�y�eamvlaaw V hroSept BOR'ANR AL 170iM1IDN TIC 3iI BI OOhi BLOOM 1E1 cff NAM NAl1'!$ PIIFPIILffiICs [IIv1E ODIAR r, AgWlaPbcv,wloaU <bluerbioe Slyde 91rIeKbSemef Sada,)elbw' 1.2' AxlOwbMI Swn4b8hvteed SM JuoeJ* RaftU 3.3' Afee kwk Smo&Aetr 21M A* -Ott Blue - 1-/' A+Irm+d•&eae NawbWwdAae 9m AuL-Oct Phdr,.pxok 3-W . DgWAaawldU BhrP11110b p MtoPet Bum Mp•J* BIM a oiwpiu*k MeehlrlrtoolA. 91e Av&MI17 YCHOW z 3 OI chd"Bral"11 WNbTLtldleed - Ruo JtilyQt. WliibioPw* 1.31 Fdi,meap�ap�ra pwpledoeCowe. Fun bP ASM 1*.S pL Pints „ N' !lpala7unpapwNnl Je°' .. Sue r JubSePL Po iopldc 1d' 1'leneekOAar q�Kbd BhePiKide . r�' _ E Q) Bios 2.3' IJarif.»vogmtPo Aet(MB1ede65ler Svn Jah Au` Pwpl6-PI1* 3-r. LohefbmdmlU dedbWFS Ma PAIDVASun ]ubSept Red 2.3' Jabd(ae¢�i(kke (iatBhslabtlla ci,napR9u+. Jut}�9ept Bhe I-V Ijc�y�eamvlaaw 0A4wedWitetH=b=d Sn hroSept 'auto 1.2` Alavr6tkbnn BmBkn . sin. w Rad 2•r Aiwa,b¢+lutaua_ VAdl3agenct - AdIbpRSe 7uly.Sept. Iw,•mda 2-0'. QuofwwruiWlU tiarlBwPan Steeds tlon Bowedna Noe•Ea.b% 1-Y Qensdodrrnnewnn CLufrmaFan Sirde ... Noo-tbMedn Noo-llam tQ. 2-5- CLnad�readU R.YsIPam . Steeds 1VooOoHedrc Noodlmwring' 1.3' PauMronAyiWttr 9onolhPantama. 9,n -. Juno-7uly - WAilb 2.3' tWnpr,henrgebv Jeaob'oIadd+r. Rdlbp�t9u6. 3PciopS\emea Bhr 12-I5" }bMnf(flamveykn 'Pae(dlCgaet1111 .QetoPeSh el, likSpfttoPeD YIbw 436" Rnlfwitaou6lanrrebuio 1B1xk-iyed&m 90 A*.Oct Yetbw O R�ed6liloto Beo�tK w . MdIbpRSe Jub+Sept Ydi w 2 1' RdimrdSun Summar. tNhlb 1+3' yt[,,ye„p /�,e,r CLp1?led. Pu11bpRStn Summr YdIaw 3.18' . StpNwnttnebetrhhwt� Ae4LDodc M topwt Sun A*STL fellow 2•1tr SbMtaooJraaU C1310aDuu ad.• Sm AaCSePL Yellow 3.4' _ Sy/aplprya*Whin alndoshm Mehdeb FA Ste M,Yj* YdlaW �. 12 -IS'. - flrrv,brotahamnuU honeleed Sue Jn1y.Sepe. Jled-pWc. 4d' Yeavram6+envlrylriaoe !]dwe9Paa RdlbpertlelSe 1ub'•M1iF 'Whib 36' 11�lN t .]%Bh. mf FW1S1,o SePL-a.- GAdenhhn -4•r Cwsesembr�nwrU NdatSedp Pei *A& b tldl Sim SPft - Red•h,cMn 2-3' - G}st+twpLoid�a Ru SWP. - .: Se Mqj_ Dem - . 11.3•. . haMntwtpeen S•ribhOr Pun Se AwsaPt de°q pld 3W _. $,vf6,apadMe .Pm4IeN,dClaws Pun Sm AutSePt Oram, Vold 3-T 12-yS- M W 0f Q p� LLIS 0 O4IQ n Go 0 cel l LLj N? ! 0 w U n C o L0 O J 1.0 Q_ o N r, a O 0 C UI O E U C 0 7 Z W Z. N U >_ O C] O a C L U I a C p O aC M z 3 OI Z o Uj Cn L N U) C Q > w G D 'E w9 y _ E Q) n o C,-0 C (D N ¢ C O U o- w O 0 V ! i a Q) 0-- Q V:) L p :3 C:, O _ 3 rJ (!1 Lj w � 0 W Z 0 Z � Y = z cn w U-1 � U z Ldo Z� a 0 0 w Z. Ile O a W a I a co M z 3 OI Z o Uj Cn > w Z ¢ o - O w O V ! o o _ Lj w � W a w = z o O z Ldo O Ld o 0 M M t 0 W �Io 0�^000^ o I � O NNS. RECEIVES AUG 10 2007 CITY OF ORONO