HomeMy WebLinkAbout2013 Grading Plan-Sept.ate.
I fl "\ -r 11
L_L/ I I
t
�J
rJ
I CnCRin
®
DENOTES SANITARY MANHOLE
PROPOSED TOP OF FOUNDATION ELEVATION
DENOTES HYDRANT
p
DENOTES CATCH BASIN
QD
DENOTES STORM MANHOLE
Q
DENOTES STORM APRON
O
DENOTES SET IRON MONUMENT
0
DENOTES FOUND IRON MONUMENT
x 000.0
DENOTES EXISTING ELEVATION
(000.0
DENOTES PROPOSED ELEVATION
-
DENOTES DIRECTION OF SURFACE DRAINAGE
000.0
DENOTES SANITARY SEWER SERVICE ELEVATION
TB
DENOTES TELEPHONE BOX
EB
DENOTES ELECTRICAL BOX
-
DENOTES EXISTING CONTOUR
4
DENOTES PROPOSED CONTOUR
.........
DENOTES PROPOSED SILT FENCE
SETBACKS
MIN. FRONT YARD SETBACK = 50'
MIN. SIDE YARD SETBACK = 30'
MIN. REAR YARD SETBACK = 50'
PROPOSED ELEVATIONS
PROPOSED GARAGE FLOOR ELEVATION
= 1030.6
PROPOSED TOP OF FOUNDATION ELEVATION
= 1030.9
PROPOSED WALKOUT FLOOR ELEVATION
= 1022.2
PROPOSED THREATER ROOM ELEVATION
= 1021.2
ORONO COPY g. (3.
I y �
r1 I I I / / f f j / % / / 9 I / ! I
W W I N o 0 o Neqry,
1034.4 1030.7 a�, o �° / / f f / / S89*18'45"E 626.62
NCF) ` S
1022
X�-2���2
I!I901,7(n3fI
2 CA
I.II _ff � ` J/ /:�^'.x%/� 9 /X% j�t / -/I!{ 3 = �/-,'��""_ //�''/ / ` �Ii I/�// _ .'_°/•` ' /{'/�� _ /i - -e- -=/- -s -�/--s°-'o`�_�-�-
-- _/ _ _- M _0w xroA'-Z- 1 2 /1003.7 02 A1�(�r-TP/3_e_® '-,-/,-�"P%F /- /?- � i _�.__-.._.-//i ®�IIIII --f•fri- %/_1_ /_ j_ f -f'/ f fr `�! !.", f - / j %�.1IeiTi ~/ //I % `_ ti/ f _ /_/ r�
-1/-
/
/_!1
�
2 41
�
fi,1/ 0
x2.5 ?10Z0 1Q.
!0 O T1 037.61 022.E x 995.6 p ��O(0 0 ----------- ___ _ _________ _o_ ______
L0 IL0 ETBACKI x 10070 I'
______-_______
x .2I 1C 9.6 x 02 .7 101%3. 1002.6
25.5
i g I x 1920.3 am o 97.7
U or avIN i //J /
. 021.
24.0 993.0
Q NNr
{
1(j L
0
x102p.41 33oWl { // PRIMARY r
Ld 0 o
8.0 10�3
LLJ7m SEPTIC
Un oz Ir °'
to o 0 NQO.aO . OT
ON 0 12.0
<v (L 00 21.3 009.ti CI/O x 3� 9. 1031.7 p N
�-.a o (x 10 s
C1] r- � 033.0
x X(1029.4) crz !1101 E1.4
033.0 w�woN. x 141.k a1p06 %
?
/F%ALL/S
1r'
/
IN
•- •- N2987.8l WETLAND f
` 10 .9 X(1028) =of o, oI I I x 107.82 38.5-0 1030 1418.7
0S x
10 x1013.2 9917
.� !9I 21.1 i I0. # i
W2.701032.0 x>, "1�(a27,$) x 10071.4
/` 10 o4 1019.5 I x 9610 8' 00�
00 x1012.3 1 ��_� ( (.
x 992.3 I >.E -4 - Ls 4�-{ri�/ ',
co -'- O
c
X101'o
em 3. x1011.7 {x 987./ 1031. 1030.7/ Z-7' >
f
r
fo
1
Ln
M 030.5 x 1026.8` " / / f o1.6�
EB 1�x o2 9 18 33 250j / / o f / i �( I9921.2
/ x
% x 022.2 j x1010..f ` ( ! I
� �� i,�oo5 f1
x 1027.4
1030.
1 i
x
,f I
`j j�jo2s.2
tI
x 999.9 x 992.8 i ix 984.3
y
I
-M����
1.) EXISTING UTILITIES SHOWN ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ANY AND ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.
2.) MUST MAINTAIN A MINIMUM 2% SLOPE GRADIENT TO
ACCOMODATE POSITIVE DRAINAGE.
3.) ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF
A FOOT AND CAN BE USED AS BENCHMARKS.
4.) THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL
ONLY AND DOES NOT PURPORT TO SHOW EXACTLY HOW
THE DRIVEWAY SHALL BE BUILT.
5.) A TITLE OPINION WAS NOT FURNISHED TO THE
SURVEYOR.
6.) PROPOSED GRADES SHOWN ADJACENT TO BUILDING
FOUNDATION REFERS TO TOP OF BLACK DIRT.
HARDCOVER BASEMENT
LOT AREA = 94,669 S.F. AT OR
CONTOUR = 129.5 S.F.
= 256.5 S.F.
TOTAL PERIMETER
HOUSE AREA= 3,380 S.F.
UNDER 1026.7 FOOT
DRIVEWAY AREA= 2,181 S.F.
TOTAL PERIMETER
STOOP AREA= 212 S.F.
05-30-13
ADDED SEPTIC SITES
COVERAGE=
TOTAL IMPERVIOUS AREA= 5,773 S.F.
----
MNK
COVERAGE = 6.1%
OFFSET IRONS ,
ELEVATIONS ARE TO THE TOP OF PIPE
OS #1= 1032.70 OS #3= 1026.67
OS #2= 1032.61 OS #4= 1023.04
50.5%
FIELD CREW
NO.
BY
I DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
DH 1 EMW
05-30-13
ADDED SEPTIC SITES
DRAWN BY
---
2
----
MNK
----------------
-
07-24-13
------ -- ------_-
RESTAKED HOUSE
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
JML
---
3
----
-----
07-25-13
------
--------------COMM COMMENTS
REVISED PER CITY COMMENTS
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
------------------
_M_N_K_
-_____
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.-
CHECKED BY
4
MNK
____
08-0$-13
____-------------------------------
REVISED ELEVATIONS
____________________________
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
DBP
DBP
5
MNK
08-13-13
09-03-13
REVISED NOTES________ _
-
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
DATE 6
05-15-13
6
-MNK _
MNK
09-05-13
_RE_VIS_E_D_R_E_TA_I_NIN_G_W_A_LL_&_A_DDE_D_T_O_P_O
REVISED CONTOURS & ELEVATIONS
30 15 0 15 30 60
SCALE IN FEET
CITY OF ORONO
SITE PLAN GRADING PLAN
APPROVED
❑ APPROVED W{ EVISIONS
0 DIS OV
BY
DATE_ s />f , ?
SATHRE-BERGQU IST, INC.
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
TWP.118 - RGE.23 - SEC.32
HENNEPIN COUNTY
BOOK XXX/PAGE XXX
180 KINTYRE LANE
ORONO,
MINNESOTA
CRY Of Orona
Planning & Zoning Plan Pavia*
Site Plan Review Date: Q Q - j 5
"IFPPROVED
El APPROVED WITH REVISIONS (see notes)
<0 DENIED
Stasi: N\["j
1 HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT
REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF:
LOT 1, BLOCK 2, KINTYRE TWO, ACCORDING TO THE RECORDED
PLAT THEREOF, HENNEPIN COUNTY, MINNESOTA
AND THE LOCATION OF ALL BUILDINGS, IF ANY, THEREON, AND
ALL VISIBLE ENCROACHMENTS, IF ANY, FROM OR ON SAID LAND.
AS SURVEY D BY ME T IS 21ST DAY OF MAY, 2013.
� c
David B. Pemberton, Professional Land Surveyor
Minnesota License No. 40344
CERTIFICATE OF SURVEY
PREPARED FOR: RECEIVED
SEP 10 2013
GONYEA HOMES CITY OF ORONO
FILE NO.
31202-118
t
Iii WtyK- W
2-0l3- ocor8-2L-
0
UA