HomeMy WebLinkAbout2002 Site Plangas &w,, , � , SZ
KEMPER & ASSOCIATES INC.
SITE & GRADING PLAN OF
LAND SURVEYING* ENGINEERINGFOUND
721 OLD HIGHWAY 8 N.W.
1/2- IRON PIPE
108ED NYS'D0M/0L60N PENDENCE MARKED RLS 9235
NEW BRIGHTON, MINNESOTA 55112
651-631-0351
FAX 651-631-8805 LOTS
13 AND 14, COFFEE5S ADDITION TO SHADYWOOD !2
CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA W CITY OF 06BONO
0 SITF PLAN GRADING PLAN
ADJACE
T RESDENCE
-
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1705 C4NCOR
DIA
STREE
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Of
1705 CONCORDIA STREET
PID # 17-117-23 22 0021 RID
00
10
0
0 II
00
0)
MH
0 c
0 00
0 0 c ND 3/
0 ND 3/
RM
PROPOSED INV .95
PROPOSED
R PO SED
N PIP
II OI N PIP
SHED z
DRAINAGE SHED SHED
DRAINII AGE
GE
F
S
ISTIN & PR 931.4
)0 1 1 N & PROPO
32' NDEN
32 NDEN
SWALE - I I SET SURVEY MONUMENT 20
E iz
262.3' (RI" 11� MARKED "KEMPER 18407"
4
160 M
16" M;LL
II N0 0
N 0 .00 TO CENTERUNE OF 5ASEMENT
267.39 C11 6 1:
s 8902441 E 2; 4 24"' MAPLE (PER DOC No. 867984) EXISTING PROPOSED ELEV. 938.6 1 INCH EQUALS 20 FEET
3 9
7 .3
IIjf 15.81 -
�7A
-r , y , 93 8 BASIS FOR BEARINGS:
251.58- - - _' = - - `�_
II 0
26" ASH wa - CA ASTRONOMIC BY SOLAR
OBSERVATION
10'934
75.00
SPRUCE
10. BASIS FOR ELEVATION:
11
0 POST
11
01 LEC. OUTLET
NG SANITARY SEWER MANHOLE
(TYPICAL)AGE ±110 FEET NORTH OF THE
OVER 0) co INTERSECTION OF CONCORDIA
Z� n STREET AND CORRAL ROAD.
0
c
g
t) -94,0__ INVERT (NORTH) ELEVATION
ANG
.0
N W Q
E NDS 1. FEE 932.50 AS PER CITY OF
O*n0 0)
WO 11 SETBA 0" MA E ORONO).
LA a
II
I I u')
0 kR SED 6" 9 ITER I CONTOUR INTERVAL 1 FOOT
UT
F= WAY
ISTI EWA
II 75.(0
E=5. =5.0
PROPO D10. /ED). rri
Of
GARAGE FLOOR
Lwd PROPOS%_ AREA SUMMARY
ELEV. 9 6.30
0 0 91 1
0 0
Lu FLOOR
PATIO R
�4 0
:5 936.�O LOT 14 TO LAKE = 20,236 SQUARE FEET OR 0.4666 ACRES
- FLAG POLE/ 0 0
43 7.82 LOT 13 TO LAKE = 20,179 SQUARE FEET OR 0.4632 ACRES
0
- cj26.
ORDINARY HIGH WATER (OHW) 929.4 11 0
PID # 17
117-23
TOTAL LOT AREA 40,415 SQUARE FEET OR 0.9298 ACRES
22 0020
100 YEAR FLOOD ELEVATION 931.5 9/14/51
EXISTING RE DENCE (n,w 0
LAKE WATER ELEVATION
PARCEL
kREA
VED) w 31
t-, PRQPOSED
PER 1 0
INFORMATION R MINNEHAHA
WATERSHED 952-471-0590 0 20,326 SQUARE
�-cm
2' G AGE U)
j c <
FEET RESIPENCE _j
OVER
OR 0.4666
0
2 5" MAPLE
II 75.60
ACRES
.0 0 HARDCOVER CALCULATIONS
AREA u') <
0 FOUND
3/4-
7.65 15' FOU 3:
31553� SQ. FT. I il), PROPOSED HARDCOVER IN ZONE 0'-75':
2. ly� 1. L�
0
IRON
< PIP
0) IRON PIPE "I 0
01 T EN RUNE EA No. 867985 F- TOTAL HARDCOVER IN ZONE = 0 SO, FT,
0 PROPOSED 6
DOCK 59
IN _1�� TOTAL PROPERTY AREA IN ZONE = 12,513 SO. FT.
POSE
11" 25 0
AK
7" -12"
5 z ENTRY LE -L cA (A C AR co PERCENTAGE OF HARDCOVER IN ZONE = 0%
0 V. 937.63_ I OD F -z
0 SPRUCE
�4 IF= Lj
ry'..
w PROPOSED HARDCOVER IN ZONE 75'-250':
Z� 3 05
II
III ( std 7" BIRCH
i F'.00 6" ELM U)
C HOUSE FOOTPRINT AREA = 3,553 SO. FT.
(INCLUDES 988 SO. FT. ATTACHED GARAGE)
STER
39 r- . I �. .
17
ry
6 3 OAK DRIVEWAY = 1,517 SQ. FT.
C14 7" LI (L
3 FRONT SIDEWALK = 211 SQ. FT.
POSED CRAWL EXII NG'DRIVE 1" N OD Z (n
CEDAR
FO 'I>- I.... -
SPACE SLAB REAR PATIO TERRACE = 1,242 SQ. FT.
d' 3�M6 D ki I (TO BE REMO D
ELEV. 9.31.81 9.75 0
z
0
PID 1 - 17-23 22 0019
LAKE ELEVATION
PARCEL A EA
928.27 (8-21-00) :CEL
075 TOTAL HARDCOVER IN ZONE = 6,523 SQ. FT.
'10. SH
u
0
79 SO ARE FEET
20,1:C 9
-1 b I . rn TOTAL PROPERTY AREA IN ZONE = 26,397 SQ. FT.
Z 0.463 ACRES•
12" PERCENTAGE OF HARDCOVER IN ZONE = 24.79
III a 7500
II III
O
%
EXIST14G
(TO BE
MH
4390
RESIDENCE C1.4 55 PROPOSED HARDCOVER IN ZONE 250'-500':
0 -10" MAPLE)
REMOVED)
0")
L4 OVERHANG DRIVEWAY = 100 SO. FT.
E 934 (TYP
TOTAL HARDCOVER IN ZONE = 100 SQ. FT.
co
13" MAPLE
4 0 pp
TOTAL PROPERTY AREA IN ZONE = 1,505 SO. FT.
to C -A
II
7"/CR PERCENTAGE OF HARDCOVER IN ZONE = 6.6%
EXISTING PAT
(TO� BE REMO
IIf0
4ED)
R POSED
AMPLE APPLE EXISTING
(NAGE
2 4" SPRUCE
GARAGE NOTE: LENGTH AND WIDTH OF PROPOSED
(TO BE 21?' Ll D
.1�" 4PROCE
REMOVED) CEDAR CEDAR IMPROVEMENTS NOT SHOWN. AREAS
258. 9.5 DE SE.- K LINE CALCULATED USING AUTOCAD (IRREGULAR
__(P
127 WOOD FEN
III
E
7" ELM WROUG T IRONC OLUTI _#578 P SHAPES)
5" CEDAR
FENCE \1
RETAINING WALL
't 945.18
--- 77� 0! 9*32'422" W 27135 25' MAPLE
w FOUND 1/2"
IRON PIPE
0
0 C11
260.0 (R) 118-00 TO CENTERUI` N ISE MO
I RIM 932.60 IE OF EASEME - T SURVEY MONUMENT
(PER DOC. NUMBER 867985) MARKED ",KEMPER 18407" ELEVATION SUMMARY
7
0 RLS
z 12287)
0 PROPOSED ELEV. 9: 2.3
INV 922.03
ADJACENT RESIDENCE 1755 CONCORDIA STREt 6 EXISTING PROPOSED ELEV. 945.1
1755 CONCORDIA STREET PID # 17-117-23 22 0018 ADJACENT CEDAR
TOP OF MAIN LEVEL FOUNDATION = 934.9
0)
GARAGE TOP OF ENTRY LEVEL FOUNDATION = 936.3
NOTE:
C14
FOUND 1/2- IRON PIPE TOP OF GARAGE FOUNDATION 935.6
S 57*44'00" E 2.85 MAIN LEVEL FLOOR ELEVATION = 936.30
CORNER DETERMINED TO
NOT BE VALID. ENTRY LEVEL FLOOR ELEVATION = 937.63
GARAGE FLOOR ELEVATION = 936.30
LEGEND
CRAWL SPACE SLAB ELEVATION 931.61
ZONING REQUIREMENTS
Lp 0 LAMP POST 42- EXISTING CONTOUR LINE
NOTES
PP PROPOSED CONTOUR LINE
0 POWER POLE
ZONED: LRI-C LAKE SHORE RESIDENTIAL
1. CONTRACTOR TO VERIFY ALL PROPOSED HOUSE DIMENSIONS AGAINST 1p
BUILDING SETBACKS. T
MH 0 MANHOLE 9*-� DIRECTION OF PROPOSED DRAINAGE
ARCHITECT PLANS.
2. ALL UNDERGROUND UTILITY LOCATIONS TO BE VERIFIED THROUGH FRONT - 30 FEET 3;
GM ff] GAS METER 10.00 F, DENOTES OFFSET STAKE
GOPHER STATE ONE -CALL PRIOR TO ANY EXCAVATION OR CONSTRUCTION. SIDE - 10 FEET IN
3. EXISTING HOUSES, GARAGE, DRIVEWAYS, SIDEWALKS TO BE REMOVED. LAKE (OHW=929.4) - 75 FEET q
EM ELECTRIC METER
4. PROPOSED FLOOR ELEVATIONS SHOWN WERE RAISED 1.3 FEET ABOVE MAXIMUM HEIGHT - 30 FEET . ........
AC AIR CONDITIONING UNIT DENOTES BITUMINOUS SURFACE
THOSE SHOWN ON ARCHITECT PLANS (DATED FEB. 28, 2002) TO LOWEST FLOOR ELEV. NO LESS THAN 932.5
FACILITATE DRAINAGE. AGREED UPON BY MARK KEMPER, PLS AND
MICHAELA MAHADY, AIA SEPTEMBER 24, 2002. MINIMUM LOT SIZE - 1/2 ACRE r- . ........ tER'nFicAiloN
-E- OVERHEAD UTILITY LINES
5. TOPOGRAPHIC ALTERATIONS SUCH AS GRADING, FILLING, EXCAVATING FOUND LHEREBY CERTIFY THAT THIS PLAN,
AND THE CONSTRUCTION OF RETAINING WALLS ARE GENERALLY MINIMUM LOT WIDTH - 100 FEET L"N
1/2" IRON PIPE SPECIFICATION OR REPORT WAS
DENOTES CONCRETE SURFACE
El
PROHIBITED WITHIN 75' OF THE SHORELINE. MARKED RLS 12755 % PREPARED BY ME OR UNDER MY
LOT COVERAGE - SHALL NOT EXCEED 15% 0 �.'DIRECT
SUPERVISION AND THAT I AM
6. NO LIVE TREES 6" IN DIAMETER (19- CIRCUMFERENCE) OR LARGER OF LOT AREA
MAY BE REMOVED WITHIN 75' OF THE SHORELINE WITHOUT A PERMIT, A DULY REGISTERED PROFESSIONAL
i
7. SUBJECT PROPERTY IS SERVICED BY CITY SEWER AND WATER. SETBACK INFORMATIONi�rLAND SURVEYOR UNDER THE LAWS
OF THE STA TE OF MINNSOTA.
PER CITY OF ORONO P
PREPARED Fdkq�,,
CERTIFICATE OF SURVEY
PLANNING DEPT. H",
CONTACT PERSON: WENDY BATTENBERG JAMES NYSTROM
PHONE: 952-249-4600 1701 MADISON STREET NE
MINNEAPOLIS, MN 55413
PHONE: 612-781-7850 MARK KEMPER Ls 1-9407,
02312 (02312R2.DWG)
DATED M�y OF I'Mr- 2002