4576 Lenore Lane - Site SurveyNy;~„tii i,:i ~ ~ ~ . ~ ~ ~
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~ ~ NO QS. . o , G1 ~ ~ ' ~pc~'' ~~,Q r• 3'
W ~ ~ dL?~' G~ ~ ~ ~ ~ es set iron monument ~,~G~ L: D~SC~~~P ; ~,D ~ ~ Q~,( (
' u CHARLOTTE NICHOLSON 0 Denotes set iron monu 1. Building dimensions shown 2f2 f0~ Denotes found iron mc J • ~ n manument ~ " ~ ~ ~ ~ es found iro . ~~K ' ~
. horizontal & vertical location of structure only. x s21.se Denotes exisun9 eisva o. es exis6ng elsvabon ~ ~ ~ ~ ~
W ~tectural lans for buildin & s3o.oo Denotes proposed ele+ ~ See archi p g ( ) es proposed elevation 3 ~.,EAA,.~~~ C~'i0~!"d~~Q '~~S t~'iB.. rBCQi" d, p~,~'~. ~~w
foundation dimensions. --r- Denotes proposed dra 0 es pro posed drainage L0~ g R~ .~~;aCk`,i . i'~
Z . No s ecific soils investi ation has been , Q: p 9 Bench Mark. - ~ae-r~4#~,~.~E~-t-~==~c~?t~; M ~~r?~~o~~ : , ; ~ ~
a . com leted on this lot b James R. Hill, inc. o, ~ p Y ~ r ~ ~ ~
W ~ The suitabilit of soils to su ort the s ecific Pro osed Gara e Floor= . , ~ Y pP P p 9 ~ ~ ~
~ 38 ~ Pro osed House Top Block= o a house proposed is not the responsibility of p 31ock= _~~4~ / '
NORTI~RLY lll~ Of LOT dLOCK „S~ CIEARYIEN. Proposed Garage Top Biock= w James R: Hill, Inc. or the surveyor. BIOCk= g~i4~ l riNISHtU'GNaUt SHUWN ON PLAN ~,L~ ra
W p Proposed Lowest Floor- 3. Proposed grades shown v~ere taken from r QWNER .b DEVELOP~R " 50~ ~5~ W~ 30~ MIN.
W ~ W W ~ the radin BJor develo ment ian re ared b s~NIT~RY t~? m y ~ \ 9 9 p P p P Y L EG E N D
. ~ \ NA LEGEND ~ t~? ~ ~ , , ~ °
, , Tt~ 94t.a~ a \ ~ Q ~ BENCH MAFK
\ • ~ TOPO ~ \ --960- - EXI ~ : I~ ~ 9Z7 , ~ ~ ~ F PIPE ~ m ELEV. =948• ZO ~ p- - EXIS'PING CON'1'OUtt V~~~81 ~ Aillun~~7011 6~NOLDDOWN FOR 3, MPx' ~ ~ CC~ VARIES HOUSE PAD ~ ~ X
tC W ~ \ YA L sso eac ~ > 9526 ~ 1785 . Cl i f f Roed SLOPE st-v'1-azr vcc a 0 PROYOS~U CON'1'OUR CONTROLLED FILL~ 3~lhlqk ~ 0' I,~. EE NOTE 4-,' v! G1:
~ _ l O v ~ ~ ~ - T L TY T, ~ ~9 ~ PROP08ED DRAINABE ` U I I EAiEl~N -.j----.-s--~-- Lx~ -5--~-- liX1S'P.[NG S'1'OHII SGWLR ~agan M~nnesota ~ •J~~~G ` _ ~ y SEE SECTION ~ r~1'
- ~ p ~ RETAI6~IN8 MALI O.S TO i. ~ , ~ ~ ~ . / O . ~ i _ - P R 0 1~ O S E D S' 1' O l t E i S L~ 9 E R T~ t p• i~ lo . ~ i G~~,~ O AT RIGHT ; 6~~ M I N. T O P S O I L T O B E p
~ N F T C;LEIN ~ TY L P~ ~ ~ I >-r~-> 1 E~c ~ . ~ ~ / , ~ OO n ~ ~ , ~ . ~ / n / ~ o 1 lsi I V 4 J ~ PLACED UNDER THIS ~ Ef~ p CONTRACT .~r ~ ~
a u. ~ a ~ N ~0 00 00 ' 1~~ / y poo 00000000o s~rf m a a 74. D0 ~ 50. d~ o ~ . o / ~ ~oooooo s~ranw ~~LC ~naEii~~ ~ ~w~.
1 93~.~ r4 ~ . . w ~ r~ . / : ~ . . o TYPICAL SECTION ~ O N
~ ~ ~ r / ~ + ~ S•-•1~ \ vC--' ~ - - / ~ 7~' ~ ~"1 NOTE~ ~ < ~ M ~
~ 0 \ ~OL ~ i / I) ALL IMATER SERVICES SHALL 6E TYFf. K COPPER AND
_ t~ ~ _ - - - ~ - - - - - - - . . SHALL BE I~~ MiN. ~
~ ~ .S 01 I ~ , (9d3 ~ 94 4 N g ~ B~tCI~lAI~I(~ ~ i~" ~ _...X1943o> ~ 1 ` , ~ ~ ~ ~ 4a. - x9a4~ 2) NO I 1/4° OR LARGER COPPER SERVICES ARE A~LOWED. BuauiNa serenoK Gr+e
/ / TOP I~JT d~ HYDRANT~ ' N ~ ~ ~ I~ _ B P4"' i~ <"Z / 1 fll W
~ 4~ ~ ~ 7 ~ N _ o , i . ` ~ Q _ ~ _ ; ~ ~ ~~~v~r~o~ gsa.n~ ti ~ a , s 31 CURB 90XES LOCATED iN BLACKTOP OR C4NCRETE C DRIVEWAYS OR PARKING LQTS SHALL 9E COUEF~ED ppoPOSEO eui~oiNC ~ ~ ~
i a~ 44 2 \ . y ~ ~ M 1 ~ , . , ~~i p~ 0 ~ a~ a 1 G.~a o.a u, o~ ~oT u~.. , . WITH METER BOX COVER NO. H~ IOgIT OR CITY SITE NON-SELECTBACKF~LLMATEeIAL
, ~19r ; A, ?z~ ~/E ~ < , 4~ a Q ~ 1 . r: . , P i ~ ~ Z~y Q~ n, / \ . ~ . ~ . ~ . i~?::v~~, "r~'"u ~ ~.f ~ ~ ~ 'Y ~ ~ ~ APPROVED EQUAL. s• roasoi~ I
Construction Notes. :.d W 4~t ~ ~ p~ ,::v.~., ~ cn ~ ` ; A~ : ~ Q p / ~ i 41 CL.EANOUT R£0. AT PriOP. LINE IF DIST.fR~M MAIN TO MOUSE Fir+isNeo ceauiNC cnaoe ~ EXCEEDS 100 FEET. ' ExisnNC ceaoe
~ ~ o ~ ~ • o ~ ::~'k;: , . ~ : 'a ~ ~d T IINE: > ti ( FENCE COANER 0.1 E. OF l0
All construction activities shall adhere to the City of ;r a:~,~.~,~- 0z~ ~ z,2 O ~ , . ~ ~ ~ ~ . . ~ < ~ ~ w ~ • , ~Q ~ ifications. 3 . . : S00 '`1 ~ Eagan fngmeering Spec ,Y av,v, R~.STORE A D Q xq41.i VarabN ( S~t Ploo ) 1L ~ ~ . 1,,...-„~-~'n ~ m--~,~~ 'Tj . ~ TYPICAI BOTN . . . . ~ . ~ ~ . . i . SIDES AF BTflEET ~ fV1 P~
? y,~ b 5 FTER ClFRB / ~ s~~T : : , A~tEA OF 8 V D DI STUR6E , ~ ~U a ~ ~ ~ . : . ~SELECT BACKFILI^Y j^UN6UITABLE ~ ~ : . o ~ MATERIAL ~ gELECT BACKF l~ ~ C('
rin the ' ? W FE.?CE ~ Lenore Lane wiil be closed for two days du g ~ t., i> REP ACEMENT. ~ ~ 0 t~ ~ ~ ~ , 9.~~0. D he ~~r • y ti M I 1 111 ~ t Q ~ ~ . . . . . il :t ~ . q~~C•QV~ ~.~r iW0 " . ~ . C? 'C Y1 ~
vation of the street for the installation of t ,Y:y,~ ; x94o. ~ , ~ v N ~ ~ exca K~<$< I NV.931.00 Q 0 I ~ wer services. Traffic will be ^ ~ , _ _ Q 0 ~ p .Varioble(SeePlon) ~ 15~-p° ' ~ d "o ~ L~MITS OP SUB-OPADE COHNECTION rojj~.?~Cw 0 ~
proposed water and se ~ ~ - / 940 ~ ~ ~ ~ a u~ ~ 0 ~ r,~ cl~ § x { / Road Blackhawk Road and Beecher' ,~,...;:z;:~;:;.s, detoured via Cliff 5 ~ s ~o ~ • 0 0 a e ~ ost irpn bonnet 1, 0 H ~SUITAQIE MATEqIAL . G~ nd Iid 16 de . ..w: 0 a~ .N~~ N CT
~ ~A ~ ~ . . W / ~ Dri~e, ,,.t w ~ ~ ~ ~ . . . . . . , i .'~5,:< .~y; A<.~, o~ ~ N a, V \ . . . ~ Stael Fence Post I ~~r1~sa~~ ioeoi d ~ ~ & ~ ~ ~ C~ D(J C 2 BOTTOM OF UNSUITABLE.MATEBIAL TN a~' O a•~ ~
z, ~o h „h a W> ~ x q3s.e 1l~ x k3q.3 ~ m drivewoyor ~ ~OfVllitq IOL lT0 BE YEPIFIED BY SOILS ENG~NEEB : j,~ . y~~ d TO
Backfill of disturbed street area shall be backfilled and ~,r qs:: . ~o~~ . - ~cw I L ! ~ I ° Stantlard Proctor below the upper three ~ N , ~ '~~33 ` ~ " Curb Sfop Olld BOX : ppiON TO PLACEMENT OP SELECT MATEPIAL), / , ~ g~~ w~ yw p ~ . . . 0 ~ ~ . . . : J:.~L~~p..W~} (S'
com acted to 95 /o Z n. 3 1 ~ p V ~ C~ ~ 940.0 ~ ~ b rade and com acted to 100% Stantlard Proctor i ~ feet of su 9 p a ~ ~ ~ ~ k~,~~ p ~ w 9~ ~ ti .,_x w n.a oro p
0 ~ A for the upper three feet of subgrade. ; ~ ~ ` ~0 ~}I , / ~ ~ ~ ~ ~I ~ , BUILDING SITE & STREE7 SUB-GRADE CORRECTION DETAIL N E~~ N ~ , , ~ ~
. . ( ? I W b ~ : , ~ x
h"re the ezistin bituminus surface is disturbed, it - ~ i~~ ~ I ~ q~ ~ ~ ~ W e 9; ~ p n I 1°0 . I~, ~ ' n s s, a W I h r w i t h n e w a v e m e n t o f e q u a i t h i c k e I ~ / ~ , S t~' c O Y c E Woter Service Concrete Block o`
~ h a l l b e r e s t o e d p ~ H F. I ~ 1 ~ ~ q3'/.9 ~ ~ ~ \ ~ '~~O • Z tip'S ~ ~ o ~ N~" I ~ - - - - ~939.9` ti _ _ _ N O(r - d p ~ Corporotirn Stop Support , ~
~ - I 1..._ - •4- - - - - - a . a Z ~ U~ ~ ~ t~ 1 2•t ~ti~fc • ° - C9 ~ ~ ~ Li. t o~ 04 ' - I a ~
n n I W~, y0 ~ a I o a~ ry ~ y - O ' ` '--(i ~ St~+ ~ v~ 0 ' ~ ~ > 4l~ _ • ~ , d • ~ l
Z a /44 N~~~ 3~3 ~tt~ 36N X ~ ~ N SITE DATA J ` ~ _ INV931.00 i
sl8 a ~624 ~nd Mow~tcble ~ ' GD.OD 1 OBZ QQ~.~~~ ~ ' e ~y w~ W m . 1 ~ . MINIMUM SETBQCKS Service pipe
'.--5---, c~ . ~ - ~ -f- -i~" ~ a , . ~ -~1 , , a a ( n N . ~ ~ . ~II~ . . I. Wat6f Main SDR•26
112 r 3"t i/2 r a • b ~ 5gi, 9 3 1~ 5 ~ M ~6' ~ ~ ~ ~w ~ ~ ~ ~ ~ ~ ~ ~ r tt. r V - -+~'U ' ' _ "'ai`, •IoP't 3~4 M d I , BENCHMARK ~ ~ ~ Gooseneck FRONT ~ 30 FEET ` ~
• ' I TOP OF PIPE \ ~ W \ ' ~ ~ ? . . : ~ J , ELEV. =9,~8 70 ~ _ ~ TA NINQ ilALl ' Sanitary Sewer SIDE(HOUSE) IO FEET - ~
a: . ~ i „ ~ ~ t~ I Wm ~ ~ ~ DRAINS TO POND ~ , a I ~ ~ ' ~ . 4Q . I ~ / \ \ \ ~D ~ ~ SIDE (GARAGE) 5 FEEt ~ f
~ , - 41r- ~ ~ , ~ - ~ / ~ ~ I ~ , ° JZ ~ ~ ~ ~ ) f ~ REAR 30' FEET ~
IE5 ~ C.~ / ~ ~ ~ ~ •i~i 10 VMR W ~ N P ~ i 4 PVCSDR 26 Sewer Service '
WO I ~ I _ _ \ ~ , , W ~ ~ - - i ~ / - ~ ~ ~ ia' cu~.vr~T 1 a ~ ~ Min, Slope-I/4~~ /pKtt ~ ~ ~ (p ~ ~ ~g ( 2.0 ~/O ~ ~.t:~ Sf~~ ~ 7 4 i+ Y . ~ 1
° p l~ • . ~ ~ ~ u ~ ' ~ ~ • N ~ ~ d' z~r. aa~.a~ ~ i , . ~ ~r 3 ~ ~ G~.
z ~ $ ~ / ~ ~ ~ ' d N . ~ r.- ~ . • STANDARD SECTION aP _ _ ~ _ ~ _ ~ WATER AND SANITARY ~ ' ;
, , _ : ~ . s , , . , W ~ i - 3 ~ ~ e' o ~ / SEINE~ : ~~t~RVI~E _ ~ . : ~ ; _ t _ _ _ ~ ~ .
DRIVEWAY , Z > I ~ ~C W o~ ~a / ~ \ ° \ • . ~ /
7, ~ W ~ ~ N4 E ~ ~ / / o \ ~ i ~ \ ~s M : W i ~ ~ ~ ~
# ~ I I \ PLACE 4 BAR AS SHOWN WHERE ~ co I- / ~ , r~ ~ / ~ \ ~ t rval 6~ 2 fe~~t EOevations :shown ar~ based on ~ W Contour in e , ~ ~
- ~ ~ / ~ \ ~ \ 1-. CURB CR4SSES UTILiTY TRENCHES, ~ ~ ~ \ ~ ~ / I ~ - _ ~ ~ ~ the City of Eagan da#um. tL 0 ~
WITH I-I/2 COVER. ~ o / \ ~ v~ ~ ~ \ _ ~ Ih ~ z ~ ~ ~
o X \ \ O F-' / a i ~i? W / / ~ ~ 8aerir~~s shown a~re bas~d' on. ~n~ n, ortn o~ t~at x
I / 1 ~ \ O / ~ ~ ~ / ~ J ' o A ~ Block 3, ~ CLEARVIEW~ _ to h~ve~ ~su~ed~~b~.~"~ti~ o.~ ~est.
I ~ i ~ ~ . 1 ~ p ~ / ~ ~ L~ ~ ~
_J / M ~ \ \ r ~ ~ ~ _ - O , / \ _ ~ ~ ~ 198~ ~ ~
, n O / r' e 198~ O ~ ~ B ~ ~ ~ ~ ~ \ T~?i L i ~ DE / ~ ? ~
~ / / ~ ~ t thc stake: ~ / ~ \ ~ \ ~ \ 1. Se Z, Ezcavate 'a 4"x4" trench ~~j ~ ~ ~Set thc stakes. alon the line af f~ L<., ~ upslope 9 ~ ~ ~ ~
' _ ~ ~ ~ ~ I 6 Oidance to ~t Varwble / M ~ . - ~ ~6 ~ stakes. ~ ~ ,M , ~ ~ ~ Y W
i/z" ~ • / \ , . ~ ~ / . 3' r ~ ~ / X ! : w 1~/i ~ ~ , . '
. ~ ~1 ~ ..i o~ ~ ~ - ~ 2~~~ I ~ ~ / , %~,~~'i,:, ay ~ , . , 3 ~ • : j'~I ii • ' i. / • ~ . W. ~i,~"' . . ' ~.~_____~_1 / / % 'f/,t ~p ~i~z'~~~~x.~"~.~~a~~a r'~'~~i~° r
~ '3a ? r / ~ 1A %t N . ~ i \ ~ ~i,.%'f I , ~ ~i ~i ~~"~y~. ~ j ~ ~ . . ~ , ~ f,I~,;~~ ~ - ~ d ~ ~ ~ ~z ~ ~
_ , , + ' ~ / ~ M , ' ~ 0 , i` floW ~ q• °~ii~=
~ ? s . -11' ~ . i` floN ~ ~ ,i . I hereby certify tl~at t~is surv y, p~~ ar repo~t °
~ ~ i / ~ . , " ? \ ~ ry' ~ w~s prepare~" by ~e dr under ~y dir~c~t sup~rv~si~~~
„ „ ~ • 3. Staple filtei 6 12 ~sT IN6 ~RI VE yyq Y w stakes and e~ 3. Staple filter cuterial to A. Backfill and compact the p~'"~ stakes and eztend 1t lnto eacavated soll. ane9 ~~at I am a'duly Licensed~urv~yar und~~,~
_ Ex x ~ the trench. ~9 ~41.D ~ the trench. ~ ~ ~ ~~'9 laws of tl~e Stat~ o~Mi~nesota, ~ ~ , ~ ~
i I ~ 15 ~ ~ : ~0 BtIiL01N6 SETBAI~( lli~3. ~ i: , ' ; r~~' ~ ~~p i1! ~ ~ . i' ~,~;I~~~,~ i~~b,~l~~~ i~~~ ned th~s 14t1~ da A r'I 1 .
~o ~ ~ , a ~ yti~ ~ _ : ' ~ ~ 1 MNDOT B 612 _ - ~ ~ ii~ , ' 994 Y Sa~, y ~ ~ ~
_ _ Y. M ;,`/~r~ 1 L ~ ~ i~m,,,;~ ~
• I ~ ~ R4R.r ~a ° ~ ~i~~" ~ - ~nlf~ . . , rl' .
x ~,QOPOSED OkR R /r~/ GE ANO unc~r EASE 4 } ~
p ~ Y ~1~+/ 4G > ~ ~nR,Ea Ga R. ~ar Ml~ LS No.10~4~ COHSTRUGTI~II OF A fILTER ~ ! . ~ ..~:e
- t ~ G ~ ~ for James R. Hi11, Inc. ~ ~
\ ~r. ` p Source. Inslalleti ~ - ~ Ifl Ta~~mi i y \ Source. Inslalletion ot Strax and Fa6rlc flltcr Barrlers ~ Taf ~~ment~~~ Cunt~of~ 5lienrao ,and i7yan[ ~ . ~~~a' ~
~~~.r~
SANITAAY MN \ k _ „ ~ . . . ~ / ~ ~ . . . ~ _ _ , ~ _ ~ ~ - . ~ . . - - ~ - - _
- . . _ TOP¦ 95q, 02 , \ ~ O ~ ~ q48•o _ _ _ . O i_ . . . ~ _ . _ ~ ~ ES ~ Hrl~ IN~~ ' EROSION CONTROL N07ES .ry
~ ~ ~ EXISTING DRIVE N INV.¦ 92g.0~'i ~ V ti ~ ` TO 8E REMOVED N Topsoil TopsoiL• All disturbed areas shall have a t~~~'~'~'~Q~
n~ ' minimw minimum of 6 inches of topsoil placed. ~ ~
i • ~ a /4 9 / Pertiliz~ Pertilizer. Apply 440 pounds per acre o( 20-0-10 ~
- .i" or equi~ ~ ~ or equivalent iertilizer. incorporate it into the top ~Ar , p
x • three ; , ~ 9s~2D ~ a OlSORii three (3) to four (4) inches of surface by disking ~ ~ p~~' tf,~ ~R~w~ t~rY ~ ~ ~ k , R~ ~ k, ~ ~rp ~,~~iSYti~y~, { ~
• 1 ~ ' „ : or some other suitable means. E~ ~ C NYAB~ BACA N p~~''~~~~.~~'~''~~ ~
~ - 95~ N ~ ~ ~l ~ / , Seedin FurREO Fvv Seeding: Seed mixes shall be as specified on ' ' n~,K~ ,
a949. p N ~ ADD/T/OrJAL ,e/6NT-OF-WAy N landsc~ ~ 8 hi TO BE TRK,~N B DAK TA landscaping plan. ~'1 Dp '"y~~.~'"~+~,~y ~ ~ . . ~ ~1f.~,~'4Rfy0fi:4# ~ s~,~~.
~ . ~ " ' , , ; y 0 ~v ~ Y LIP~ OF:~LOT, BLOCK CII.~~~~~ Cvun/ry, a~~ All 3,1 slopes shall be seeded with a wood liber ~#f~ ; .
y / ~ blanke~ i . blanket, ~Q g~ ~ ~ ? ~ u ~ ~ ~ u ~ ~ ~ ~ ~ ~
999 S r. c. 950.2 -r.G. 9~' 95/.o01'C, 95/.2 T.c, , o ~ ~t _ i Muich Mulching: Siraw should be spread uniformly at a~'~~'
a rate h t~ either i a rate of tf~ tons per acre and anchored with ~ ' ~ q~+1 M144 either netting or a straight disc. pti~ T~~ ~G ~E C,~ ~ C~n/ GQ 7"
~
Ail see iwo ( All seeding and mWching shall take place within . ~ ~r ~ ' iwo (2) weeks ot the compieted grading p~. ~ . , A '
operat i operat(on. ~ t~~ y { P a f
~ . . . . . . ~~#~AF7~ ~ ~ ~g/ (
$CAI~ s .,i ,,jNC~l~.a. ~~'0 F T ~ ~~,s a ~ ~ ~ s~t~ ~3~~'K / P1~?G+~
- - _ _ - - - - - - - - ~ • ~ • r
CENTERIINE
n ~e sn eA .Y~~A" ~ ~ ~ 4~_ !l4A~~ -j. ~
11d~T 1~1AF.
' $/S~- P°~'~ FI~.E ~~,CITY PROJECT 94-RR E~' ~ O~'/
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