Laserfiche WebLink
gas &w,, , � , SZ <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 <br />- <br />�_x APNVED - IV BUJ Itc-5 <br />1705 C4NCOR <br />DIA <br />STREE <br />z A PPR�Dvin) <br />O <br />z <br />8� &A4,0 <br />DA <br />a, <br />04 <br />Of <br />1705 CONCORDIA STREET <br />PID # 17-117-23 22 0021 RID <br />00 <br />10 <br />0 <br />0 II <br />00 <br />0) <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 />