|
I , ► I
<br />I '
<br />\ 1
<br />Lot
<br />7n
<br />Lot
<br />�
<br />�y � 1 h �J
<br />(Yl \
<br />-
<br />\ / 1
<br />CITY OF ORONO
<br />00
<br />SITE PLAN _GRADING PLAN
<br />x 959.0
<br />961.1 x 956.9 / / / / _ / APPROVED w
<br />X 959 Countour Used For
<br />Basement Calculations I x 9�.8 ' `1 / ❑ APPROVED WITH REVISIONS
<br />� � \ � x 955.9 � \ � 1 � x 949.9 / �X945.9 ❑DISAPPROVED
<br />v
<br />FND IP 25684 \ / x 957.0 t
<br />' \ 94Q.4 BY
<br />M 961.8/ S88°33'52"E 270.!8 t \ SET IP
<br />- -49
<br />- - '\--4386
<br />41.9 / DAOE
<br />``�A� o l�--------7-------- --- ---' -- 86--
<br />X
<br />o� �T X 9�L5t ��� 956.7 �� �� �ry I ► \\\ 1 1 1940.4�111
<br />rn \ / x 963.0 oce I- x ' x 1
<br />Rock Construction ��j x / �6\ F e s^--, �--- - ___�/ / / ► r\ I I 94 i �, a
<br />Entrance v
<br />S x 62.1 JG I 958 I / ► \ ' I ( / I x 945.5 r�i
<br />nl n� / mit I / m -
<br />\ �( x 955.1 a ' \ / t NCn e�4A ✓
<br />964.6 �g6 �6� x d Go B BS L ° ► x A49.7 re Tf'
<br />964.1 x Se I BSBL gSg I 30.04
<br />X I � � I � I-- x �q6.1 939.1
<br />30- cy
<br />_ � I t 71
<br />FND 25684 \ I
<br />Lot ` I �... Jb� Q�L `✓�
<br />IP I:4, �� 1 I - \� x 47.4
<br />_ 963.8 I o \xx I �Q)�' I� 'Cc Tmoo
<br />._O i i _ x♦ �63. I 9 8.8 ` II 954.3 x 1 \ ( 1t't x 945.6 ��
<br />5 1 `- �\x x I I x 957 2 I I 11 I /I x 945.E Z ' 940.0\ °
<br />I \ I \ PR PIO3Ep PRIFMARY) 956.6 1 'I \' 1 `T \
<br />g6G-�-- \max coo SEr j I C SITE " x 56.5 o I x 949.0 11 1
<br />_- W,� I ill ►I0 i I r1
<br />I o`.I' ( Q I I I BLOCK 13 1 1 >,
<br />x969.5 I I 1 ' I I � f t�
<br />B ALTERNATE I I r, I W I�
<br />1 SEPTIC ITE, x 95 $ I ( I LOT �4 I I I x 945
<br />I \\ i I I LO ° I Q `° I a \ I I x 42"9 I \
<br />I I x 964.4 x -I r x- rn Cn I I x 948.5
<br />\ os # 957.4 1 o I I 1 941.E \
<br />1 9 Oi I I I I 958.0 11 / I I 1 I I o I x 949.3 I ,; I I x"939.1 ' \
<br />OS 1 1 1 t \
<br />959#1 79
<br />� 09564 x 956.7 I x 957. 956.2 x l 1 I LdSe 1e0 1 (I I \
<br />1 � ( I I 1115. \ . 7 oil
<br />I / ( I Ot 0")0,6'q � 0 44.9 I I _ _ I \
<br />03 965. ( J-1-- -I 95 .0 - I 15.0 I iJ Gx Ip\ 30--_J \
<br />x 6 �9 13 ( x 96 .5 I _+__I _ OS #4 l o e 0° 8� I f 1938.4
<br />68 \ \ 32.8 O 956.00 ( I 1't Co ec (52 ( t \
<br />\ x 969. - TFDN co I) / d I I it \ x 940.6
<br />2.0 963.0 - in I I / x 957.7 � I t! I \`.
<br />6.5 I cin I / 1 t I �__ x 914-3
<br />x 96.4 \ \ X(96L 0) 100 ' a-
<br />- I rn ! c I � x 949.0 I lI I �.
<br />m \�g4. \ - , �55.3I I x 95 .4 I I III / 444 8 I /
<br />i��'n , G \6\.0 0 TFDN x 54.7 1 I xI1I 941.9.31
<br />1 03 II `t
<br />y8$
<br />/--
<br />---
<br />\
<br />h� N3I o 963.0 PROPOSED
<br />I-5 I 938.5
<br />OS ki t 2.2 15,0 PAV PATIO1497g
<br />142\0 \ i
<br />_
<br />`( 966.98 I -
<br />Q -_HT1 >04,.�
<br />\ - \ , Os #10 I I N I - A 4,8 , D 4." x 4, 4
<br />LO 1 fi m 969.79 0 5_0 r _ \ 9' 6 A X 4.8 5. ¢
<br />5 rn
<br />ILO���g\ c`lo, m \ `22 0 0 965.0 05. \ TFDN 4.0 �i DEQ K H \ I ( / ( \\ ( ` \ I I `g\ 938.21
<br />\ N \ 22.7 SCO 963.0 19 7.4 _ 950.9 / t \� 940.4 xj
<br />0 CDx-HOLD CONCRETE WALL R \ x j \ x 945.1
<br />\ 0 1 \ (-9-712 UP TO ACCOMAIDATE-1 P� °posed Walkout
<br />PROPOSED GRADING I 4Andrews Street `n 1 I �
<br />\�
<br />�j i \
<br />59.7\ 55.0,� 9 7.1 \
<br />F-- 0----97i.6
<br />\ 15.0 964.7 26.8 1 / �� ° ° ' % ' x 942.6
<br />1 976.3 x - ��o - 115.0 OS #6 /�rO % / /� 1 1
<br />620 \-,f---- 59 � x\ / �
<br />OS #�\ O �� �_ �5 ���\\x 951.5 '' // / x 942.9 x 9 9.4
<br />11 `� 974.72 II S 3D'p 1 \\ I / \( /944.
<br />937.6 9.3 \
<br />\ x 977.614i1 x 978.4 \ \ �! _�� , \ T5.24
<br />\x 976.6 _ '964.6
<br />X x\ Q i co 1Ql
<br />�599ACou�tour Used r- \ I J / 949.9 ' x
<br />9)] \ 980 4 ` Bas men Calculation§ 01941.7
<br />51
<br />g x976. ' x�7L2 \ \OD/_T / x944.7 \x
<br />\ x /,
<br />9- N w95� \
<br />6X (_ !
<br />Ns�o � i Q ! ' ` / 1 / I x 949.0 \ i
<br />��A x97884co
<br />` ' I
<br />�U I 9'38i3�� \ \ ' 1 � x 955.8 �
<br />City of Orono
<br />\ , Planning 8t Zoning Plan Revlew
<br />SO aer ��� �' G)�O 973.8 \ s \ ��� I � � � Site Plan Review Date:
<br />S (3 9FT \ / I 63.7 /
<br />�r4C .�� x 9) ,3 /p �
<br />NOTES:
<br />1.) Existing utilities shown are shown in an approximate way only. The contractor shall
<br />determine the exact location of any and all existing utilities before commencing work. He agrees
<br />to be fully responsible for any and all damages arising out of his failure to exactly locate and
<br />preserve any and all existing utilities.
<br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />4.) A title opinion was not furnished to the surveyor.
<br />5.) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />6.) LAKEVIEW OF ORONO WAS UNDER CONSTRUCTION AT THE TIME OF THIS
<br />CERTIFICATION.
<br />77);OPOSED GRADING SHOWN ON PROPOSED SEPTIC SITE IS CONCEPTUAL ONLY
<br />MAY VARY FROM ACTUAL ASBUILT SEPTIC SITE.
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation
<br />= 962.7
<br />Proposed First Floor Elevation
<br />= 965.0
<br />Proposed Top of Foundation Elevation
<br />= 963.0
<br />Proposed Basement Floor Elevation
<br />= 954.3
<br />Setbacks
<br />OS #7 = 965.24
<br />Min. Front Yard Setback = 50'
<br />OS #9 = 973.56
<br />Min. Side Yard Setback = 30', 50' Adjacent
<br />to Street
<br />Min. Rear Yard Setback = 50'
<br />= 966.98
<br />Hardcover- Tier 3
<br />Lot Area = 92,924 Sq.Ft.
<br />House Area = 4,731 Sq.Ft.
<br />Stoop Area = 142 Sq.Ft.
<br />Deck Area = 310 Sq.Ft.
<br />Porch Area = 260 Sq.Ft.
<br />Retaining Wall Area= 137 Sq.Ft.
<br />Paver Patio= 656 Sq.Ft.
<br />Driveway Area = 3,170 Sq.Ft.
<br />Total Impervious Surface = 9,406 Sq.Ft.
<br />Total Impervious Coverage = 10.12%
<br />(Max Impervious Coverage= 35%)
<br />Offset Irons
<br />(elevations are to the top of pipe)
<br />OS #1 = 959.79
<br />OS #2 =
<br />958.07
<br />OS #3 = 956.34
<br />OS #4
<br />= 956.00
<br />OS #5 = 954.85
<br />OS #6
<br />= 959.80
<br />OS #7 = 965.24
<br />OS #8 = 974.72
<br />OS #9 = 973.56
<br />OS #10
<br />= 969.79
<br />OS #11
<br />= 966.98
<br />Basement Calculation
<br />Total Perimeter at or Under Existing Contour 959.0 = 176.4 Lin.Ft.
<br />Total Perimeter Over Existing Contour 961.0 = 129.9 Lin.Ft.
<br />Total Perimeter = 306.3 Lin.Ft.
<br />Total Percentage At or Below Existing Contour 959.0 = 57.6%
<br />I hereby certify that this is a true and correct representation of a survey of the
<br />boundaries of:
<br />Lot 14, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof,
<br />Hennepin County, Minnesota,
<br />and the location of all buildings, if any, thereon, and all visible encroachments, if any,
<br />from or on said land, as surveyed by me this 28th day of October, 2015.
<br />Al� G rwi�
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@sathre.com
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />1/0 i .6 Q,
<br />APPROVED
<br />�J �-y 0 6� �MDROVED WITH P,EVISIONS (see notes sO CASTIRON MONUMENT ❑A A C UNIT BITUMINOUSi 972 6 \P I t'/ BUILDING SETBACK LINE
<br />T� \ F 6 c o%� ' `� ® CATCH BASIN L� CABLE TV PEDESTAL BSBL
<br />C 2 x9 �2 x 971.8
<br />❑ DENIED
<br />0.3 Q33 �3 a FLARED END SECTION ELECTRIC TRANSFORMER cry CABLE TV
<br />o
<br />�� � Staff: �� ���� D4 GATE VALVE OO ELECTRIC MANHOLE CONCRETE CURB
<br />�`.\ SIS s`S2 � < GUY WIREEO ELECTRIC METER CONCRET-so - CONTOUREXISTINGOO �� � HYDRANT © GAS METER
<br />e
<br />Qi O SURVEY MONUMENT SET (0 GAS VALVE CONTOUR PROPOSED
<br />• SURVEY MONUMENT FOUND -°-°-° GUARD RAIL DT -
<br />DRAIN TILE
<br />SURVEY CONTROL POINT ❑D HAND HOLE ETC ELECTRIC UNDERGROUND
<br />LIGHT POLE SOIL BORING -X-X- FENCE
<br />\\\ co-) POWER POLE TREE CONIFEROUS
<br />FO - FIBER OPTIC UNDERGROUND
<br />TREE DECIDUOUS GAS-- - GAS UNDERGROUND
<br />SANITARY MANHOLE
<br />0. -CONSERVATION EASEMENT SIGN Q TELEPHONE MANHOLE oHu OVERHEAD UTILITY
<br />\ SIGN ❑T TELEPHONE PEDESTAL HHHHHHHHH1 RAILROAD TRACKS
<br />' GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER
<br />STORM DRAIN O UTILITY MANHOLE " STORM SEWER
<br />\
<br />/ Sr STORM MANHOLE D UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND
<br />\O UTILITY UNDERGROUND
<br />50 ----- � YARD LIGHT O WELL uTL
<br />i
<br />I WATERMAIN
<br />FIELD CREW NO. BY DATE REVISION
<br />TWP.117 - R .23 - SEC. 06 FILE NO.
<br />CUGH 1 BDH 11/4/2015 Revised House Footprint FLS S(7
<br />R Project City: Orono C E I F I CATE OF SURVEY
<br />DRAvvN - : _ � Hennepin County
<br />88035-026-001
<br />2 BRV 11!612015 Revised Impervious Coverage USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY 20 O P RECEIVED
<br />BDHBRV 3 BDH 11/17/2015 Revised Proposed Grading Plan & Basement Calculations PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID ! ' _ \ N SAT H R E- B E RG U I S T INC.
<br />11/2412015 C Comments AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL 1 952 476-6000 4645 �0� PREPARED FOR: 04 2015
<br />CHECKED 4 BDH City RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY O w 150 SOUTH BROADWAY WAYZATA, MN. 5539 ( ) O DEC 1
<br />DBP 5 BRV 12/4/2015 Added Paver Patio, Ret. Wall and Updated Impervious Coverage RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. v'� �� St Andrews
<br />DATE C4, FRSWANSON HOMES CI'TYOFORONO
<br />S �� Street treet 1
<br />+U46 AN YW
<br />106 - 01430 - Nw Hoop
<br />
|