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CERTIFICATE OF SURVEY
<br />--for-- NORTON HOMES
<br />--of-- 3545 IVY PLACE
<br />ORONO, MN 55391
<br />EXISTING PARCEL DESCRIPTION
<br />(PER HENNEPIN COUNTY CERTIFICATE OF TITLE NO. 1364929)
<br />In the following described land situated in the County of Hennepin and State of
<br />Minnesota:
<br />Lot 1, Block 1, Casco Cove
<br />Subject to utility easement as shown on plat;
<br />Subject to drainage and utility easements as shown on plat;
<br />Subject to drainage and utility easements as contained in the dedication clause and
<br />shown on the plat of Ivy Estates; Subject to mineral and mineral rights reserved by the
<br />State of Minnesota; (Now as to part of above land)
<br />Subject to building restrictions contained in deed Doc. No. 478968 as referred to in
<br />deed Doc No. 524728, (Now as to part of above land)
<br />EASEMENT NOTES
<br />- The utility easement shown on the recorded plat of CASCO COVE (Recorded in
<br />1988.) is the same as the Utility and Access Easement per Document No. 1630932
<br />(Recorded in 1985). The plat does not identify the utility easement as Document No.
<br />1630932. Utility Easements per Document Nos. T87696912 and T876942 (Recorded
<br />in 1967). were not depicted on the recorded plat of CASCO COVE. All three
<br />easements descriptions are based on the underlying Plat and Registered Land
<br />Survey and were computed accordingly.
<br />NOTES
<br />- Field survey was completed by E.G. Rud and Sons, Inc. on 5/03/24.
<br />- Bearings shown are on Hennepin County Coordinate System.
<br />- Parcel ID Number: 21-117-23-13-0016.
<br />- Curb shots are taken at the top and back of curb.
<br />- This survey was prepared without the benefit of title work. Additional easements, restrictions and/or
<br />encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt
<br />of a current title commitment or an attorney's title opinion.
<br />- The 100 Year Flood Elevation was established by the Minnehaha Creek Watershed District.
<br />- Contours within the surveyed premises are based on field shots.
<br />- Location of utilities existing on or serving the surveyed property determined by:
<br />- Observed evidence.
<br />- Markings requested by E.G. Rud & Sons, Inc. per Gopher State One Call Ticket No. 241100725.
<br />- Record drawings provided by the City of Orono's engineering department.
<br />- Excavations were not made during the process of this survey to locate underground utilities and/or
<br />structures. The location of underground utilities and/or structures may vary from locations shown
<br />hereon and additional underground utilities and/or structures may be encountered. Contact Gopher
<br />State One Call Notification Center at (651) 454-0002 for verification of utility type and field location,
<br />prior to excavation.
<br />- There was underground sanitary sewer marking from the southerly sanitary sewer manhole towards
<br />the adjacent house. There was no line observed coming out said manhole in that direction.
<br />- See Existing Conditions Survey for existing house and other topographic features.
<br />- Builder to maintain 7.5 feet of ground coverage over existing watermain with driveway.
<br />- Variance required for proposed house location with respect to adjacent houses proximity to the OHWL
<br />of the Lake.
<br />ZONING AND SETBACKS
<br />ZONING LR1-C, ONE FAMILY LAKESHORE RESIDENTIAL - 1/2 ACRES
<br />TREE DETAIL
<br />931.81
<br />DENOTES ELEVATION E929.2 WATER
<br />MHSAN
<br />EWATER �1
<br />�)ti-------- DENOTES TREE QUANTITY II 929.4~rxR'11
<br />�9°P���- ----- DENOTES TREE SIZE IN INCHES i1�` n
<br />--- DENOTES TREE TYPE 11.:: I..... 1
<br />E3
<br />931.62
<br />FNDIPI/2 � 'O '� 931RI .79
<br />O � FNDMON
<br />/ O O w A W \
<br />aO VDflN /
<br />O Q`A"'� ' - �4' p� ' Z Z o /
<br />�,-,?,Q pti 1J O x�r O
<br />ti� � 1 11
<br />z �•1 '� oh(O \1 ��J, PI;r_ 0 Ihp� W C " Op mA ,> ,$� 7z� VIV - _ -7 /
<br />DENOTES TREE TO BE REMOVED i /'" a . I ��O Q1 �\ 1 /
<br />M z o � P 0 O� ti ' t /
<br />11
<br />EWATERi11 e'' / in O� �\ `P� \�� < -
<br />I I ..: , °NI' �Q �� . I 932.5 � \\ / 1 ♦ I /
<br />/'6� r r 932.6 ° �� 1 � ' \'- ) /
<br />r, 0b i ' ? : 0'•.... /�:' 9i 932X8 n�0, �, /
<br />11
<br />CENTERLINE 20 FOOT WIDE ,V EW9TE1,•..• GRAVEL �� �'4 �. / c2o,,,, / _ I/ ,'^ /
<br />UTILITY EASEMENT PER /hYY EMR\\\(" I AREA TO 33.3 8�\ ' -AVERAGE LAKE /
<br />DOCUMENT NO. 876912 -- -- 4 _+ ,', ,... ,REMAIN 9. //" / �8 SHORE SETBACK LINE <`r /
<br />/ + + / 9. .5 %O 933:'2 \ / )
<br />.\ +,lO +/�+ /�'�: I "Y�,'r 933:3I 192774 \ `x/ 7/ /
<br />92 3 :'+ 1931. 2.2 \ '' .. �� \ i _o S INV /
<br />I o•<� �. \
<br />S I O �� 90 s� \ x 1
<br />Rio I� A I co 931.4\ /'c�1i0?sue c9� r / /
<br />I I p� 811
<br />' CS�� N, O + + / \/ O } 937.94 /8.31
<br />• i •�j 1930I9 n IO \ •••9�s'2 TC3BIT-CURB r 936.6 FNDJLM FNDIP1/2 ,, r, i /I' 1 /
<br />',/ \ x 931.9 I / / i n
<br />I DOCK -- . I � ..+ I / y� + I � I I - + /
<br />I W \ /
<br />I d I I : � I + + . N\ • O,S,� 6.4 x 937.8 \ /
<br />I 30.6 I 0) ' \ / ^ ,
<br />n ` •"I + I + + PAVERS TO 938.5 / ^)
<br />Np II :' + x931L + REMAIN -� r \ 1 \^1
<br />rnrn o NII I+ .. +I+ \ 9 I /
<br />N N 0, I11 : + I 'f� + + + x932.3;*' .\..' �Cb . 99 \ / 6 i
<br />10 33 I \' Pi \ 9 �
<br />V' (' \1 ,Q Q\\\ = I J
<br />11 : I + n/+ i I E) \ + + + PM O c 9.9 -4, \ / _ ^ /
<br />w O I _ I 11q+I 4�1 + I+ + Mom;':: ,y200 . Off ;:x941:3 ..... \�ftA 1
<br />\ llJ r' •''}.•'' ..•'' \•..••' MAPLE-10' x942.7
<br />�:/ (:/ t +I + I + \+ ; pl"z :' �M: � : A .,� � T 947.1 n r - i
<br />O) W o : 9a3:2 - " ^ 1
<br />1.LL! LLi Q4 ROCK • N. ... < A3.� 944.z4 /
<br />2 Q EWATER iI : H + + + +� j+ TERFALLS TO :' :j °��R� oas�9��•'\' _sf \ o r 9 FND]LM -
<br />_ ''^^ I I I O O BE REMOVED - :' I 942.6..•'' �A C3
<br />of " ((I V I N ;+rti +, + O i' I' . 94.3:3 k s ' ,,•' \
<br />'� Z SURVEY LINE + +: + xa� O +/ 931. i:'' "TREE-10" Gip` 9\\--*�-
<br />`T�" r
<br />// // - � III +q +I ,+ : `+ I +�, : '.: ,'...;'';'`:''; . 5�, / \ ,_
<br />/• '
<br />` I~ :'/944:0 :' /m�Sr� 5 k�J \•' TREE-1447 -I '\ //i O
<br />OW � � F- + I+ :' + o y (/c�•�L Onk 24' : 5-•. - X, O.. `fig rC1 ' \
<br />m ti . LL w : x 3q. I • a: . OFFF. PLE-s" '.� Sr0
<br />Q V of o, I I + �F + + �\ :'I 9Nb' s .�s a ,v r / `
<br />Q� owe / I'll-
<br />r rV I + +I :1 + +: + ; 43.:8: 4.0 _ 947.2 \
<br />r^ O 43 N (1) n I I ROCK �1. VIA 958.41
<br />V J 0) V- Q O I I :+ WOOD STEPS �L: MAPLE,-10" gd3'�,8 y . MHSAN / /
<br />I J �` W I A: I :' .•` :' . WATER �� gcie r '. ,P S
<br />U' LLi II O O I • I TO REMAIN -} h�' 947.-* �$ \
<br />C(/ St. :FALLS � sd .9 Q /
<br />ti d' W z I �' , 931 7..: :' 941.9,' ` �y /.. 4 I MA ' E_6^_ T &OS O
<br />I 1 8" R F .� '9 948.5 L ^ r
<br />O 2 Q Z Q , H J I- 929.1 I .' r' : : - .- .24:r R • 4; 1
<br />(/� + + + :+ 7 y . �� " O Ip„ T\ TC-BIT-CURB 1 /� V
<br />/ //�� � Q ,y Q �:/ (n J H Z EWATER II a: v III I \ . �.r c-_'i' /� \ i ♦ x
<br />1 /' Q J I'- W I :O I +I 'Y + + '; + 931. ' r i�:'tiy •1 :�.1 r : i• .... �6.. �V-% V:..vJ m W m:N I I )�., ::9 `.Z'x I '\ a 946.0 BWcg45.9 pw` 9�_.�\'.� •1. /
<br />Q I b:'+I ++ + �: : :° x 4 9 F.Z /`Q 4' d Z U j j D. 91 z 1 I : 9 1• .... 945.5 O&V 4g'S 8 O C \
<br />Q� W H p I I .. ;y,' J x930.5 + + x931•:2:' :' fib..:: .: :�'l• Ogvj2(Q� �� �{6.O 01 ./� r!i /
<br />� � p \''...... O v v: �''. -7
<br />OW W �n� U .1� II 1 + (T: + + � + ':+ .' /. m e e.. ,'I'2q,. `rQ 9 U y .'946.�i, .. i� � \
<br />J O Q (/� Q 3 + :+ :'I + + + + 1.rn�p \ a2 /x946.1 ' 6.5 p o 10 /
<br />�� I b-:936.4rti I ii 0`�11
<br />o ` + I + + F+XISTN ; : 9ay.9; : h �` x4 9 q6 m y 9 :a 9 9s1.6 �i/, r `�y /
<br />I : ; . . i MnrIE Zo'f I. p•.....^p CONCRETE :.., r� - 0 s L
<br />I ten:: SHE•Da e° PAD -- h 94 '.x F M LE 6" 9s
<br />' + + 93I.+ + 9 s.p oI•. . \ 0• 6,7 .... ✓ 0 9 y 953. - S
<br />CENTERLINE OF 20 FOOT I I �I I ° f O 9al.z ::: : ::.::: ' p e� T S�\ .,..,;MAP 1 •o %L \ /
<br />WIDE UTILITY EASEMENT PER I I I + + +I ; 0� °� A9 R 1
<br />DOCUMENT NO. 1630932 --- I I + li "mow: . SHED TO 'I . ` .. Nx 9� \\ `� � 1- \ do ti_ 1Q z9y2 r y 3 �2 \ / ---'� k
<br />AND PLAT OF CASCO COVE ----- I . �2. I -- . REMAIN 9 : � < �\ ;'.,,F h F o
<br />ti
<br />TRr
<br />h \r
<br />I 9 4.8 93 : m V ��• t� a• �9A QI ' ",953.7 CURB " 957.73
<br />APPROXIMATE SEWER SERVICE II �n+_ N+ +; z+ +:: v 1r� \ O,c`;,� �Z` `� S �°� �O' y4 "\ FNDIP3/4UP.50
<br />LOCATION PER CITY PLANS -i% : 94a.z'�° /� \�/•\I���� $O�� 1 ' 0� 11 +�
<br />I - - -I-- _ it_ ' A ,/O.•' �`�S ct, 00 '�,' 0 by \ �0'� \ 9sa.6 I 956.2 956.4
<br />:.: , :.
<br />�I \ ® _ ' : : / (0' V 'S• 1.. 9 PINE-12 F .6"
<br />929.1 f1 M 5.2-�__.__ i :-943.9 frn �y ti �0\ Q i •Y �! �..•. -
<br />EWATERII x9303 \ + . I : : : - p\\ QP 'S \' 'O `.b 9s - - ADJUST WATER VALVE
<br />p ; I + + .. . . •. ; aa`,; CREEN ' \ - O �,__
<br />HEIGHT AS NEEDED
<br />S .•
<br />w rf .Co: \:' PORCH
<br />Q p11 j�; IIII/ 30. + :'+ I + +: :••944f. •`�� \'tlp /J 1� PROPOSED //�\\ 43 �y :'• \ z' 956.1 /11 r oyG
<br />O ICI 1 I
<br />T� +I +, + + ''l,: :. . TRE-j4��:.. o - /I ti HOUSE / \\ 16: ti��o s� \ i.' BI Gl7RB
<br />-1 ;� I + ; +/ + .,' ; � \ / / 6 \ O st O �� s6.4 ROCK CONSTRUCTION
<br />I n / A \ 6 9. •& PINE-12'
<br />THE SLOPE FROM THE OHWL OR w I : Its I m MAIN LOW / W.
<br />pg•' 1 'd �• -ice -`� h� ENTRANCE PER CITY
<br />v :+ o :+ + F: b ? b
<br />TOE TO A POINT 25 FEET ABOVE z N III : + I : I: 94q. x 6 ? , F ,,11 . O .o ti OQ °pi �. _
<br />I n : . `• ' : a O FLOOR = 946.9 , \- Q• 'O �, p p .ass 57.3 r STANDARDS
<br />-' I + : RETAINING WALL : :v:: °� h \ O O a 4 L � 8
<br />OHWL IS LESS THAN 30% AND 'n ^� n 1 �I : I _� ; . , \ 0�O ;' .� 0 y O 5 \,
<br />LU N Ij I ` O1 +I � + ; + + + : TO REMAIN ti ---------- \ F : 3 v O 3 QO QS - f. .P O 957.9 O
<br />THEREFOR NOT A BLUFF. PLEASE I - 10: �946.6 \ O yo' Q� 3 �o ' ,} O \L \ 957957 .5 �9TC-BIT-CURB tiG
<br />SEE EXISTING CONDITIONS =O z Ijl + I I� v I :+ + +' i 1G \\ s� 33 ore IQ, O�' r ru1\Ell �' T I
<br />SURVEY DATED 6-18-24 FOR � O I + + ° 9z19, + M i'` O 4S ^ rb3 y G •r' , �'` 0 = o resa. ?
<br />/' ' x: I O p O y0 S i \ O O y Ii : 'L 6
<br />FURTHER INFORMATION. - + --+--� _ O 6 � P �O � / \ v' t S y6 y O Ln ti ti � ss.o �
<br />Ijl: I I I - '%7 3--__. $ 'fo' o� O qQp �` O Pit �, \ 0 9 ey yb o� ya'�5 PINE S
<br />I I : 1 I I j i-- ti �Q JS �`' a yy �] a� �b i \: hg. \
<br />EWAT Po ' +I + + f I + % �: ,/ , ( , R ,/ ��b ,GHQ, �I,X" O �o\° O A
<br />I + - + :' ; . le5 �� / O _�\� 0�1 h47 958.38 958.6
<br />I :IT
<br />9�0LL
<br />. r : S . Z� /, : • / 9h0 Xi P ., IV 6?3 a a+ �1 \FND-1/2IP 9g8 -BIT-CURB
<br />III : M� i �F v UPPER GARAGE is 9 9 O y�• �...
<br />92-.a + `�+ MpP E za 943.1.• X �/ .,� ,t, .;� 5 1 g5• 1-�e g6• - .959.2
<br />n I :.' oMi d ' �9 O ,/ FLOOR=956.5 /fro ' e e /9586'''
<br />TOTAL LOT AREA ABOVE OHW....................................... 40 840 S.F. : I+ + : + +/. +:' M : : . . t , / .
<br />( ) I o X ti / x o 1�.
<br />0
<br />IMPERVIOUS SURFACE
<br />FRONT (LAKE SIDE) .......... 75 FEET FROM OHWL
<br />EXISTING HOUSE, GARAGE, PORCH & STOOP ....................
<br />SIDE STREET ................... 15 FEET (IVY PLACE)
<br />EXISTING DRIVEWAY......................................................
<br />INTERIOR SIDE ................ 10 FEET
<br />AREAS
<br />EXISTING PAVERS..........................................................
<br />REAR YARD ...................... 30 FEET
<br />OUTSIDE OF
<br />EXISTING CONCRETE......................................................
<br />THE 75 FOOT
<br />EXISTING DECK AND STEPS .............................................
<br />MAXIMUM BUILDING HEIGHT ..... 30 FEET
<br />SETBACK
<br />EXISTING WOOD STEPS AND WOOD PATIO ........................
<br />MINIMUM LOT AREA .................. 0.5 ACRES
<br />EXISTING RETAINING WALLS ...........................................
<br />MINIMUM LOT WIDTH ................. 100 FEET
<br />EXISTING ROCK WATER FALLS .........................................
<br />EXISTING SHED.............................................................
<br />-
<br />LOWEST POSSIBLE FLOOR ELEVATION 933.5 FEET (NGVD29)
<br />AREAS
<br />EXISTING PAVERS..........................................................
<br />(2 FEET ABOVE MINNEHAHA CREEK WATER SHED DISTRICT
<br />WITHIN THE
<br />EXISTING GRAVEL AREA ..................................................
<br />FLOOD ELEVATION OF 931.5 FEET NGVD29)
<br />75 FOOT
<br />EXISTING RETAINING WALLS ...........................................
<br />SETBACK
<br />EXISTING ROCK WATER FALLS .........................................
<br />EXISTING WOOD STEPS AND LANDING .............................
<br />(10'4" POURED WALL WALKOUT)
<br />PROPOSED ELEVATIONS
<br />FIRST FLOOR ELEVATION =
<br />957.5
<br />TOP OF WALL =
<br />956.9
<br />UPPER GARAGE FLOOR =
<br />956.5
<br />MAIN LOW FLOOR & LOWER GARAGE FLOOR =
<br />946.9
<br />TOP OF MAIN LOW FLOOR FOOTING =
<br />946.6
<br />GOLF ROOM FLOOR =
<br />945.6
<br />GOLF ROOM FLOOR FOOTING =
<br />945.3
<br />I'I I I + I ' ' aa'Z m 0 .'$ . V y6 �O yb ; ..m�•..R �
<br />a4z. .� \ rn O of• 9 5 y 9
<br />3,237 S.F. �II • + ' I+ .rr) .: ;OAK. AD?-2 . 4.7 ' b .96 p�\i�0`r / �70 �:' may. : �\ . o y(O OQO4� eoo 63 .''// LM
<br />. •x 930.0:' i y d ,°J �-• : "� J ti• .'958.0
<br />L,884 S.F. 91 :'i + II + + °' : 9 .o: a ��� y�' Ah '` poi x : Q Q- 9 / ;
<br />s: c
<br />%:
<br />.•
<br />ti 0''' •.
<br />I : + 1 : I p' 1 0 �/1 / 7i �� O 0'1�� y6. O O 956.2 �.'' ' �� �� IV
<br />555 S.F. I I: I '. ;o `:% L r d e o' �J O°
<br />+ +I +.' /''' 1/ x 933.3': �� . `�1945.3 . Q 9S i a y�' O ^i .,' •v�
<br />272 S.F. 929.2 I } :943:9 : S i d° L� .' �6. 0J ,,.� /^
<br />z''" 0
<br />:ASHIDEAD. A n ,
<br />284 S.F. EWATER, :9 tI 4 �/9'1.8 SO 7i9' ': s 9g6 °P J �'�!
<br />/ . Q 75 FOOT :: S '9 ^ ': 453 9y6 �Q /: ` \ !� tiA h^ 9sas - :
<br />107 S.F. �/0?�1 I �^, ;OH'Wsy 4: �` e s :: \P�/ \ ,�5. °� °, /
<br />F. 929.2 � // ' + + / x : 01 i : m .
<br />.• q '. . 0� �L\\y, �o /� : 0 ?\ I' FND-1 2IP
<br />88 S.F. //� :: ' [ 931.0 I 10 1 I �, , �•:" S'Z4 9A �i i \�s�s \ �✓ /' ; j �� o�yb / `,O
<br />70 S.F. 92A.4+ jj 1¢'' I M M,4p h: _ O � 95a.8:• R
<br />/ / .•1 ,A �' :.94i 5 94 Si <fi.I� '�• i Off; /: TREE-22" y i F qIN'........
<br />+ 10 l.d I M MAP E- // / a- y O o . / by qSF qG
<br />50 S.F. I 111:.'' a v F
<br />�I ' +:� I M � 9h :'�o' °�4 /. 0� Op MFitr qNp
<br />220 S.F. . c ` (° s U
<br />I
<br />\ o T
<br />11 + 931. `i ' f¢ I O ,I, .'tip . V R /: O\ (7 / ,� .- 960.2 CQ F/� I�I
<br />I ,_Z I o a" . 0 5 1 / O / C,0 T/y
<br />.I e 1 / '
<br />68 S.F. 9 (O . �j \F
<br />929.1 \� F 1 8.09 932.4 : 0, • Ch : b' , ' � �. 9i� .y Y . A,� 9 F W
<br />EWATER\ x NV O1 : pI X�l' ,1i i Jx O : ti. Q i / ( �'1•
<br />78 S.F. +: +'' L : ,.� ,P , "°\ <s _ h-, �i� 6p'4 T
<br />\ \ C \ \ ' : : .� `�-1C^ ,. , -5 O 1P / 9h 00 .. 57.00 A_:J 7L %.'959.7 -
<br />123 S.F. \{ 18yc _ ,934.7 ; :: :: ' :' : . � G<� -' • ti, gh O s y 47 /. 1 �f `,l:' 1
<br />TOTAL EXISTING IMPERVIOUS SURFACE ............................ 7 079 S.F. \ �' '' p �: O1 QQ v� �` `� :,SS '' y_ 3� \
<br />�x , . o \v8° I \ .: :' .. P �4 Lt: J �'/��9�iXx
<br />:� / : V I ° �959.9EXCLUDABLE IMPERVIOUS COVER I•' ' :: :: /t a�\. 1RETAINING WALLS (43 S.F. + 68 S.F.) ............................... 111 S.F. F 9��rg3�4I�•., �?�s\ E �3300 ,g'6.5 '�o� / ,�'°s9sA / .. \
<br />p• z S 928.20' m: h \
<br />NET EXISTING IMPERVIOUS SURFACE ............................... 6,968 S.F. EWATER \\ - • �9 ( �: S3 '
<br />PERCENT EXISTING IMPERVIOUS ...................................... 17.1% 9z9.21--�` �'`� `z�dv:: '9/ 9 \ // . \
<br />"' J. ��` MHSAN O /;
<br />EWATR •929.5�- .. : \ : ' t �✓ USAN'•: o �/' O x .3
<br />IE ' . i / '
<br />EWATER �� . Cr EXISTING
<br />PROPOSED IMPERVIOUS SURFACE i I / ;� :'148x954''' m c� �� : GARAGE \
<br />A❑ PROPOSED HOUSE, GARAGE, SCREEN PORCH &STOOP ........ 4,360 S.F. I /'/�°ti4 rb : I: / 1: '" ' ` 1' I j: "'��'� / �,
<br />©PROPOSED DRIVEWAY...................................................... 2,342 S.F. i / 952. / \
<br />0ti I. : 3 $ •/ 9 ' : �y
<br />I 1 t'
<br />© PROPOSED PATIO (UNDER DECK) ...................................... 329 S.F. II� I 1- /Z IP
<br />AREAS / 929.5 1 : - - i N : ' j (?" ) - x :1 C \ / ; /FND 1/2
<br />❑D PROPOSED CONCRETE PAD AT DECK STEPS ........................ 16 S.F. EWATER 1 : :.: ://. ' - I : : : l I3,�-/�
<br />OUTSIDE OF E PROPOSED DECK &DECK STEPS NOT ABOVE PATIO &PAD .. 69 S.F. :z ` : I: 3,:'�3%\ ° � / I - \
<br />THE 75 FOOT PROPOSED FRONT SIDEWALK ....( ....................................). 212 S.F. \ '~.O` �� \ �w
<br />- ::` ;.
<br />SETBACK .�/ z.z. / /
<br />❑ / x I : ` `/ : '". I: I:` - - O 1:. EXISTING
<br />©PROPOSED SIDE SIDEWALK .............................................. 108 S.F. 930.8 a/1 / O ,O HousE
<br />H PROPOSED WINDOW WELL .. 952.1
<br />:�
<br />9 S.F. 929.4 �1 / O / : 954.3 / 1�
<br />/ :M
<br />EWATER I / CO ,♦ I� / x• /
<br />I❑ RETAINING WALLS (EXISTING AND PROPOSED) .................. 135 S.F. W /� ----------/ "i ____/-,.
<br />� : o�:z .: 957''%// rr 'T------------- �- .J EXISTING SHED TO REMAINAREAS.............................................. 70 S.F. J M'/ // p / ---- 136.0 ---- / :� 957.9 /
<br />// � � � _ :IT--------- -----
<br />WITHIN THE ❑K EXISTING PAVERS TO REMAIN ........................................... 50 S.F. , '/ / I °,' l / s; 9ss.os � a DECK
<br />© EXISTING GRAVEL AREA TO REMAIN .................................. 220 S.F. / z / / o /
<br />75 FOOT 2 i FND-REBAR12755 957.9 -x
<br />❑M EXISTING RETAINING WALLS TO REMAIN ........................... 68 S.F. �' O /// // 957.s \\ AGILITY OPERATORS NOTIFIED
<br />W x 929.6 N / l ,
<br />SETBACK ❑N EXISTING STEPS TO REMAIN ................ 111 S.F. ° i/ EWATER // I 0 / - `,
<br />K, U. launas in -TOTAL PROPOSED IMPERVIOUS SURFACE ........................... 8,099 S.F. U II' /I / ,
<br />EST.1971 EXCLUDABLE IMPERVIOUS COVER - WINDOW WELL AND I ., / // ' � / `-;
<br />Professional Land Surveyors RETAINING WALLS (135 S.F. + 68 S.F. + 9 S.F.) ................. 212 S.F. / ill // I /
<br />6776 Lake Drive NE Suite 110 NET PROPOSED IMPERVIOUS SURFACE 7 887 S.F.
<br />www.egrud.com 7 ............................... o II // / -'
<br />Lino Lakes, MN 55014 PERCENT PROPOSED IMPERVIOUS ..................................... 19.3 /o ill /I/ / Y
<br />Tel. 1 1- 2 Fax 651 361-8701 ° I / I / `' �'
<br />e (65 ) 36 8 00 ( ) MAXIMUM ALLOWABLE IMPERVIOUS (25 /o) ......................... 10,210 S.F. \ L/929.6 .I /
<br />959.0
<br />TC-BIT-CURB
<br />CODE
<br />CORON001
<br />CTLMN01
<br />MINGAS05
<br />MNDCBLO1
<br />XCEL05
<br />NORTH
<br />GRAPHIC SCALE
<br />20 0 10 20 40
<br />1 INCH = 20 FEET
<br />BENCHMARK
<br />MNDNR BENCHMARK- BRASS DISK SURVEY MONUMENT
<br />IN GROUND, 15 FEET WEST OF SWAL RIPRAP, 25 FEET
<br />NORTH OF CONCRETE CURB AT EXIT OF GRAYS BAY
<br />DAM AREA. ELEVATION = 932.7 FEET (NGVD29).
<br />LEGEND
<br />• DENOTES IRON MONUMENT FOUND AS LABELED
<br />1 DENOTES FOUND PKNAIL OR SPIKE
<br />0 DENOTES IRON MONUMENT SET,
<br />MARKED RLS# 25343 (TO BE SET)
<br />O DENOTES FOUND JUDICIAL LANDMARK
<br />OCS DENOTES CURB STOP
<br />DENOTES ELECTRICAL BOX
<br />X 952.36 DENOTES EXISTING SPOT ELEVATION
<br />DENOTES GAS METER
<br />(f/ DENOTES GUY WIRE
<br />Cob DENOTES POWER POLE
<br />SO DENOTES SANITARY SEWER MANHOLE
<br />DENOTES RETAINING WALL
<br />•' "•""'•"• DENOTES EXISTING CONTOURS
<br />oHu DENOTES OVERHEAD UTILITY
<br />DENOTES UNDERGROUND ELECTRIC LINE
<br />-GAS- DENOTES UNDERGROUND GAS LINE
<br />CHL DENOTES UNDERGROUND CABLE LINE
<br />> DENOTES EXISTING SANITARY SEWER
<br />DENOTES EXISTING WATER MAIN
<br />DENOTES UTILITY EASEMENT PER
<br />DOCUMENT NO. 876942
<br />DENOTES UTILITY EASEMENT PER
<br />DOCUMENT NO. 876912
<br />DENOTES UTILITY EASEMENT PER
<br />DOCUMENT NO. 1630932 AND PER
<br />THE PLAT OF CASCO COVE
<br />F__ ---I DENOTES BITUMINOUS SURFACE
<br />L- -_
<br />� DENOTES CONCRETE SURFACE
<br />L_ _ . J
<br />.- T DENOTES GRAVEL SURFACE
<br />_ _
<br />DENOTES PAVER SURFACE
<br />+ + J DENOTES 100YR FLOODPLAIN
<br />_S_ DENOTES SILT FENCE
<br />DENOTES PROPOSED RETAINING WALL
<br />DENOTES PROPOSED CONTOURS
<br />soo.o DENOTES PROPOSED SPOT ELEVATION
<br />DENOTES DIRECTION OF DRAINAGE
<br />E DENOTES WOOD HUB/METAL SPIKE AT 11
<br />FOOT OFFSET (UNLESS OTHERWISE NOTED)
<br />s DENOTES SILT FENCE
<br />❑A DENOTES KEY LETTER TO PROPOSED
<br />HARDCOVER WORKSHEET
<br />AT THIS TIME ONLY THE TREES WITHIN THE
<br />POTENTIAL AREA FOR NEW HOME
<br />CONSTRUCTION WERE LOCATED. THE TREES
<br />WITHIN THE 75 FOOT OHWL SETBACK MAY
<br />NEED TO BE LOCATED AT A LATER DATE.
<br />I hereby certify that this survey, plan or report was
<br />prepared by me or under my direct supervision and
<br />that I am a duly Registered Land Surveyor under the
<br />laws of the State of Minnesota.
<br />(PER GOPHER STATE ONE TICKET NO. 2411007251
<br />COMPANY NAME MARKING CONCERNS DAMAGE CUSTOMER SERVICE
<br />CITY OF ORONO
<br />(952)249-4680
<br />(952)249-4600
<br />CENTURYLINK - CTLQL
<br />(800)778-9140
<br />(303)260-4929
<br />CENTER POINT ENERGY
<br />(812)483-7923
<br />(612)321-5200
<br />MEDIACOM
<br />(800)778-9140
<br />(845)443-2840
<br />XCEL ENERGY
<br />(800)848-7558
<br />(888)968-9235
<br />(952)429-4680
<br />(877)366-8344
<br />(800)722-9326
<br />(845)443-2840
<br />(800)895-4999
<br />An,- E. 7���.
<br />JAMS E. NAPIER
<br />Date: 01-27-25 License No. 25343
<br />DRAWN BY: JEN
<br />JOB NO: 240376HS
<br />DATE: 05/06/24
<br />CHECK BY: JEN
<br />FIELD CREW: JH-JR-CB
<br />1
<br />05/09/24
<br />REMOVE 12% SLOPE SHADING
<br />JEN
<br />2
<br />06/12/24
<br />ADD PROPOSED GRADING
<br />JEN
<br />3
<br />06/18/24
<br />REV. IMPERV. & ADD KEY
<br />JEN
<br />4
<br />01/16/25
<br />REV. IMPERV. & ADD KEY
<br />JEN
<br />5
<br />01/27/25
<br />REVISED PER CITY COMMENTS
<br />JEN
<br />NO.
<br />DATE I
<br />DESCRIPTION
<br />BY
<br />S:\RUD\CAD\24PROJ\240376HS\240376HS.DWG
<br />240376HS 49
<br />
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