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<br />KEMPER & ASSOCIATES INC.
<br />SITE & GRADING PLAN OF
<br />LAND SURVEYING* ENGINEERINGFOUND
<br />721 OLD HIGHWAY 8 N.W.
<br />1/2- IRON PIPE
<br />108ED NYS'D0M/0L60N PENDENCE MARKED RLS 9235
<br />NEW BRIGHTON, MINNESOTA 55112
<br />651-631-0351
<br />FAX 651-631-8805 LOTS
<br />13 AND 14, COFFEE5S ADDITION TO SHADYWOOD !2
<br />CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA W CITY OF 06BONO
<br />0 SITF PLAN GRADING PLAN
<br />ADJACE
<br />T RESDENCE
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<br />1705 C4NCOR
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<br />1705 CONCORDIA STREET
<br />PID # 17-117-23 22 0021 RID
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<br />MH
<br />0 c
<br />0 00
<br />0 0 c ND 3/
<br />0 ND 3/
<br />RM
<br />PROPOSED INV .95
<br />PROPOSED
<br />R PO SED
<br />N PIP
<br />II OI N PIP
<br />SHED z
<br />DRAINAGE SHED SHED
<br />DRAINII AGE
<br />GE
<br />F
<br />S
<br />ISTIN & PR 931.4
<br />)0 1 1 N & PROPO
<br />32' NDEN
<br />32 NDEN
<br />SWALE - I I SET SURVEY MONUMENT 20
<br />E iz
<br />262.3' (RI" 11� MARKED "KEMPER 18407"
<br />4
<br />160 M
<br />16" M;LL
<br />II N0 0
<br />N 0 .00 TO CENTERUNE OF 5ASEMENT
<br />267.39 C11 6 1:
<br />s 8902441 E 2; 4 24"' MAPLE (PER DOC No. 867984) EXISTING PROPOSED ELEV. 938.6 1 INCH EQUALS 20 FEET
<br />3 9
<br />7 .3
<br />IIjf 15.81 -
<br />�7A
<br />-r , y , 93 8 BASIS FOR BEARINGS:
<br />251.58- - - _' = - - `�_
<br />II 0
<br />26" ASH wa - CA ASTRONOMIC BY SOLAR
<br />OBSERVATION
<br />10'934
<br />75.00
<br />SPRUCE
<br />10. BASIS FOR ELEVATION:
<br />11
<br />0 POST
<br />11
<br />01 LEC. OUTLET
<br />NG SANITARY SEWER MANHOLE
<br />(TYPICAL)AGE ±110 FEET NORTH OF THE
<br />OVER 0) co INTERSECTION OF CONCORDIA
<br />Z� n STREET AND CORRAL ROAD.
<br />0
<br />c
<br />g
<br />t) -94,0__ INVERT (NORTH) ELEVATION
<br />ANG
<br />.0
<br />N W Q
<br />E NDS 1. FEE 932.50 AS PER CITY OF
<br />O*n0 0)
<br />WO 11 SETBA 0" MA E ORONO).
<br />LA a
<br />II
<br />I I u')
<br />0 kR SED 6" 9 ITER I CONTOUR INTERVAL 1 FOOT
<br />UT
<br />F= WAY
<br />ISTI EWA
<br />II 75.(0
<br />E=5. =5.0
<br />PROPO D10. /ED). rri
<br />Of
<br />GARAGE FLOOR
<br />Lwd PROPOS%_ AREA SUMMARY
<br />ELEV. 9 6.30
<br />0 0 91 1
<br />0 0
<br />Lu FLOOR
<br />PATIO R
<br />�4 0
<br />:5 936.�O LOT 14 TO LAKE = 20,236 SQUARE FEET OR 0.4666 ACRES
<br />- FLAG POLE/ 0 0
<br />43 7.82 LOT 13 TO LAKE = 20,179 SQUARE FEET OR 0.4632 ACRES
<br />0
<br />- cj26.
<br />ORDINARY HIGH WATER (OHW) 929.4 11 0
<br />PID # 17
<br />117-23
<br />TOTAL LOT AREA 40,415 SQUARE FEET OR 0.9298 ACRES
<br />22 0020
<br />100 YEAR FLOOD ELEVATION 931.5 9/14/51
<br />EXISTING RE DENCE (n,w 0
<br />LAKE WATER ELEVATION
<br />PARCEL
<br />kREA
<br />VED) w 31
<br />t-, PRQPOSED
<br />PER 1 0
<br />INFORMATION R MINNEHAHA
<br />WATERSHED 952-471-0590 0 20,326 SQUARE
<br />�-cm
<br />2' G AGE U)
<br />j c <
<br />FEET RESIPENCE _j
<br />OVER
<br />OR 0.4666
<br />0
<br />2 5" MAPLE
<br />II 75.60
<br />ACRES
<br />.0 0 HARDCOVER CALCULATIONS
<br />AREA u') <
<br />0 FOUND
<br />3/4-
<br />7.65 15' FOU 3:
<br />31553� SQ. FT. I il), PROPOSED HARDCOVER IN ZONE 0'-75':
<br />2. ly� 1. L�
<br />0
<br />IRON
<br />< PIP
<br />0) IRON PIPE "I 0
<br />01 T EN RUNE EA No. 867985 F- TOTAL HARDCOVER IN ZONE = 0 SO, FT,
<br />0 PROPOSED 6
<br />DOCK 59
<br />IN _1�� TOTAL PROPERTY AREA IN ZONE = 12,513 SO. FT.
<br />POSE
<br />11" 25 0
<br />AK
<br />7" -12"
<br />5 z ENTRY LE -L cA (A C AR co PERCENTAGE OF HARDCOVER IN ZONE = 0%
<br />0 V. 937.63_ I OD F -z
<br />0 SPRUCE
<br />�4 IF= Lj
<br />ry'..
<br />w PROPOSED HARDCOVER IN ZONE 75'-250':
<br />Z� 3 05
<br />II
<br />III ( std 7" BIRCH
<br />i F'.00 6" ELM U)
<br />C HOUSE FOOTPRINT AREA = 3,553 SO. FT.
<br />(INCLUDES 988 SO. FT. ATTACHED GARAGE)
<br />STER
<br />39 r- . I �. .
<br />17
<br />ry
<br />6 3 OAK DRIVEWAY = 1,517 SQ. FT.
<br />C14 7" LI (L
<br />3 FRONT SIDEWALK = 211 SQ. FT.
<br />POSED CRAWL EXII NG'DRIVE 1" N OD Z (n
<br />CEDAR
<br />FO 'I>- I.... -
<br />SPACE SLAB REAR PATIO TERRACE = 1,242 SQ. FT.
<br />d' 3�M6 D ki I (TO BE REMO D
<br />ELEV. 9.31.81 9.75 0
<br />z
<br />0
<br />PID 1 - 17-23 22 0019
<br />LAKE ELEVATION
<br />PARCEL A EA
<br />928.27 (8-21-00) :CEL
<br />075 TOTAL HARDCOVER IN ZONE = 6,523 SQ. FT.
<br />'10. SH
<br />u
<br />0
<br />79 SO ARE FEET
<br />20,1:C 9
<br />-1 b I . rn TOTAL PROPERTY AREA IN ZONE = 26,397 SQ. FT.
<br />Z 0.463 ACRES•
<br />12" PERCENTAGE OF HARDCOVER IN ZONE = 24.79
<br />III a 7500
<br />II III
<br />O
<br />%
<br />EXIST14G
<br />(TO BE
<br />MH
<br />4390
<br />RESIDENCE C1.4 55 PROPOSED HARDCOVER IN ZONE 250'-500':
<br />0 -10" MAPLE)
<br />REMOVED)
<br />0")
<br />L4 OVERHANG DRIVEWAY = 100 SO. FT.
<br />E 934 (TYP
<br />TOTAL HARDCOVER IN ZONE = 100 SQ. FT.
<br />co
<br />13" MAPLE
<br />4 0 pp
<br />TOTAL PROPERTY AREA IN ZONE = 1,505 SO. FT.
<br />to C -A
<br />II
<br />7"/CR PERCENTAGE OF HARDCOVER IN ZONE = 6.6%
<br />EXISTING PAT
<br />(TO� BE REMO
<br />IIf0
<br />4ED)
<br />R POSED
<br />AMPLE APPLE EXISTING
<br />(NAGE
<br />2 4" SPRUCE
<br />GARAGE NOTE: LENGTH AND WIDTH OF PROPOSED
<br />(TO BE 21?' Ll D
<br />.1�" 4PROCE
<br />REMOVED) CEDAR CEDAR IMPROVEMENTS NOT SHOWN. AREAS
<br />258. 9.5 DE SE.- K LINE CALCULATED USING AUTOCAD (IRREGULAR
<br />__(P
<br />127 WOOD FEN
<br />III
<br />E
<br />7" ELM WROUG T IRONC OLUTI _#578 P SHAPES)
<br />5" CEDAR
<br />FENCE \1
<br />RETAINING WALL
<br />'t 945.18
<br />--- 77� 0! 9*32'422" W 27135 25' MAPLE
<br />w FOUND 1/2"
<br />IRON PIPE
<br />0
<br />0 C11
<br />260.0 (R) 118-00 TO CENTERUI` N ISE MO
<br />I RIM 932.60 IE OF EASEME - T SURVEY MONUMENT
<br />(PER DOC. NUMBER 867985) MARKED ",KEMPER 18407" ELEVATION SUMMARY
<br />7
<br />0 RLS
<br />z 12287)
<br />0 PROPOSED ELEV. 9: 2.3
<br />INV 922.03
<br />ADJACENT RESIDENCE 1755 CONCORDIA STREt 6 EXISTING PROPOSED ELEV. 945.1
<br />1755 CONCORDIA STREET PID # 17-117-23 22 0018 ADJACENT CEDAR
<br />TOP OF MAIN LEVEL FOUNDATION = 934.9
<br />0)
<br />GARAGE TOP OF ENTRY LEVEL FOUNDATION = 936.3
<br />NOTE:
<br />C14
<br />FOUND 1/2- IRON PIPE TOP OF GARAGE FOUNDATION 935.6
<br />S 57*44'00" E 2.85 MAIN LEVEL FLOOR ELEVATION = 936.30
<br />CORNER DETERMINED TO
<br />NOT BE VALID. ENTRY LEVEL FLOOR ELEVATION = 937.63
<br />GARAGE FLOOR ELEVATION = 936.30
<br />LEGEND
<br />CRAWL SPACE SLAB ELEVATION 931.61
<br />ZONING REQUIREMENTS
<br />Lp 0 LAMP POST 42- EXISTING CONTOUR LINE
<br />NOTES
<br />PP PROPOSED CONTOUR LINE
<br />0 POWER POLE
<br />ZONED: LRI-C LAKE SHORE RESIDENTIAL
<br />1. CONTRACTOR TO VERIFY ALL PROPOSED HOUSE DIMENSIONS AGAINST 1p
<br />BUILDING SETBACKS. T
<br />MH 0 MANHOLE 9*-� DIRECTION OF PROPOSED DRAINAGE
<br />ARCHITECT PLANS.
<br />2. ALL UNDERGROUND UTILITY LOCATIONS TO BE VERIFIED THROUGH FRONT - 30 FEET 3;
<br />GM ff] GAS METER 10.00 F, DENOTES OFFSET STAKE
<br />GOPHER STATE ONE -CALL PRIOR TO ANY EXCAVATION OR CONSTRUCTION. SIDE - 10 FEET IN
<br />3. EXISTING HOUSES, GARAGE, DRIVEWAYS, SIDEWALKS TO BE REMOVED. LAKE (OHW=929.4) - 75 FEET q
<br />EM ELECTRIC METER
<br />4. PROPOSED FLOOR ELEVATIONS SHOWN WERE RAISED 1.3 FEET ABOVE MAXIMUM HEIGHT - 30 FEET . ........
<br />AC AIR CONDITIONING UNIT DENOTES BITUMINOUS SURFACE
<br />THOSE SHOWN ON ARCHITECT PLANS (DATED FEB. 28, 2002) TO LOWEST FLOOR ELEV. NO LESS THAN 932.5
<br />FACILITATE DRAINAGE. AGREED UPON BY MARK KEMPER, PLS AND
<br />MICHAELA MAHADY, AIA SEPTEMBER 24, 2002. MINIMUM LOT SIZE - 1/2 ACRE r- . ........ tER'nFicAiloN
<br />-E- OVERHEAD UTILITY LINES
<br />5. TOPOGRAPHIC ALTERATIONS SUCH AS GRADING, FILLING, EXCAVATING FOUND LHEREBY CERTIFY THAT THIS PLAN,
<br />AND THE CONSTRUCTION OF RETAINING WALLS ARE GENERALLY MINIMUM LOT WIDTH - 100 FEET L"N
<br />1/2" IRON PIPE SPECIFICATION OR REPORT WAS
<br />DENOTES CONCRETE SURFACE
<br />El
<br />PROHIBITED WITHIN 75' OF THE SHORELINE. MARKED RLS 12755 % PREPARED BY ME OR UNDER MY
<br />LOT COVERAGE - SHALL NOT EXCEED 15% 0 �.'DIRECT
<br />SUPERVISION AND THAT I AM
<br />6. NO LIVE TREES 6" IN DIAMETER (19- CIRCUMFERENCE) OR LARGER OF LOT AREA
<br />MAY BE REMOVED WITHIN 75' OF THE SHORELINE WITHOUT A PERMIT, A DULY REGISTERED PROFESSIONAL
<br />i
<br />7. SUBJECT PROPERTY IS SERVICED BY CITY SEWER AND WATER. SETBACK INFORMATIONi�rLAND SURVEYOR UNDER THE LAWS
<br />OF THE STA TE OF MINNSOTA.
<br />PER CITY OF ORONO P
<br />PREPARED Fdkq�,,
<br />CERTIFICATE OF SURVEY
<br />PLANNING DEPT. H",
<br />CONTACT PERSON: WENDY BATTENBERG JAMES NYSTROM
<br />PHONE: 952-249-4600 1701 MADISON STREET NE
<br />MINNEAPOLIS, MN 55413
<br />PHONE: 612-781-7850 MARK KEMPER Ls 1-9407,
<br />02312 (02312R2.DWG)
<br />DATED M�y OF I'Mr- 2002
<br />
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