HomeMy WebLinkAbout0411621230039-07032014REV NO DATE BY CHK DESCRIPTION
6-25-2014 AIM REVISE GRADES 0 10 20
SCALE FEET
CERTIFICATE OF SURVEY
LOT 19 & S HALF OF LOT 20, BLOCK 11
NORMANDALE 2ND ADDITION
Ui
SHEET
1
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UTILITY PEDESTAL
LIGHT POLE
WOOD FENCE
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1=IMB MAILBOX
—XC— CHAIN LINK FENCE
DECIDUOUS TREE
TREE TO BE REMOVED
CONCRETE SURFACE
—OHU— OVERHEAD UTILITIES
LEGAL DESCRIPTION:
Lot 19 and the South Half of Lot 20, Block 11, NORMANDALE
SECOND ADDITION, according to the recorded plat thereof, on
file and of record in the Office of the Hennepin County
Recorder.
PROPOSED ELEVATIONS:
FIRST FLOOR = 957.40
TOP OF FOUNDATION = 955.60
GARAGE FLOOR = 955.10
BASEMENT FLOOR (FB) = 946.60
SET BACK REQUIREMENTS:
— 50.1' (FRONT SETBACK IS THE AVERAGE OF THE
FRONT STREET SETBACKS OF THE DWELLING UNITS
ON THE TWO ABUTTING LOTS)
— 10' GARAGE SIDE SETBACK
— 13.22' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO
PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK
IS INCREASED BY 6 INCHES FOR EACH FOOT THE
BUILDING EXCEEDS 15%)
— 25' REAR HOUSE TO PROPERTY LINE
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
LOT 20
LINE OF THE S
HALF OF LOT 20
1 I N88.46'31"E 135.00
BLOCK 11
(135.00 PLAT)
+ An
▪ T (954.80)
\— --
▪
0 ct— — 4P.
.010 I ><c
to 952,.00) 13.22' SETBACK 0
___(
36.50' t (953) c.n
M 40 0?
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cn
LEGEND
• MONUMENT FOUND
o IRON PIPE MONUMENT SET
• WOOD HUB SET
1111- DENOTES DRAINAGE ARROW
A • 61, EXISTING SPOT ELEVATION
X \
(1027.76) PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
0 FIRE HYDRANT
el CATCH BASIN
SEWER MANHOLES @
01' ,SWIZ t_r
6-v2/ _Roo ,47/e7zue, Zdz.n A/117
LOT 21
BLOCK 11
EXISTING
HOUSE
<,D
04. t Up. 2t."?.3. o
64f ( A-v
iN S31)
<091 cb 41 952.20i)
.41111m.
CD 01
1 b(955.00) 10' SETBACK LUNE
o X g5t1 „op
SW
3.00'
-5-d30 — ----
b
04
24.50'
0 LU (11
0 LU 0_ (r)
0 D CC 0
CL
LOT 19
BLOCK 11
12.00'
LOT 18
BLOCK 11
EXISTING
HOUSE
LOT AREA SQUARE FOOTAGE:
10123 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE*.
PROPOSED BUILDING AREA = 2123
PROPOSED DRIVEWAY AREA = 1430
X 1—
C4. ,
0. , In :1-4tTREls
PROPOSED
DRIVEWAY
4.6%
X c6
60.73' '
0 LU (i) j 0 0
CL 0o < CL 0
,6
.4411n
EXISTING cIc „„!'
SHED 0)"' .<01x• cr)
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(954.20)4
.4111.m.
><"
PIT
/ Lri NT
WOOD
FENCE
49.8
11027.761
/
I 888.4533"W 134.98
(135.00 PLAT)
20.00'
(955.00)
LID
Stonebrooke
t4i!Ocii3 •
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.
MA,.. Aaron]. Mapes 45507 DATE 06-25-2014
DESI(a4EL)
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11027.761
• MONUMENT FOUND
o IRON PIPE MONUMENT SET
• WOOD HUB SET
DENOTES DRAINAGE ARROW
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
0 FIRE HYDRANT
CATCH BASIN
SEWER MANHOLES
DECIDUOUS TREE
CONIFEROUS TREE
CONCRETE SURFACE
—OHU— OVERHEAD UTILITIES
10 20
SCALE FEET
Stonebrooke
Engineering Responsible Solutions-
CERTIFICATE OF SURVEY
LOT 19 & S HALF OF LOT 20, BLOCK 11
NORMAN DALE 2ND ADDITION
DRAWN
GBL
CHECKED
AIM
SHEET
OF
1
88845'33"W 134.98
(135.00 PLAT)
LOT AREA SQUARE FOOTAGE:
10123 SQUARE FEET
EXISTING ELEVATIONS:
FINISHED FLOOR ELEVATION = 956.44
LEGEND
CIMB MAILBOX
—XC— CHAIN LINK FENCE
• UTILITY PEDESTAL
▪ LIGHT POLE
— XW— WOOD FENCE
LEGAL DESCRIPTION:
Lot 19 and the South Half of Lot 20, Block 11, NORMAN DALE
SECOND ADDITION, according to the recorded plat thereof, on
file and of record in the Office of the Hennepin County
Recorder.
WOOD
FENCE
0.92
'
A7o,//' z/enz/e, Zazz.72(7,
50.1
N
2o/i
EXISTING
HOUSE
N LINE OF THE S
HALF OF LOT 20
LOT 20
BLOCK 11
(135.00 PLAT)
N8846'31"E 135.00
p.
0 30.70'
< 00 D
0
0_
QtI 1-0
EXISTING _
.50 HOUSE
4.70'
4.40
4.40
CONCRETE
pApo
LOT 19
BLOCK 11
0
4,
CONCRETE
DRIVEWAY
n
a cs,
EXISTING
GARAGE
22.20'
(-4
CR ‹)‹.3
b-1 WOOD
FENCE
EXISTING
SHED
I- 04.4
0
El)
S0
0 6 4 1 '2
4
"E
7 4.
98
0.82
EXISTING
HOUSE
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
49.8 k363O
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS
OF THE STATE OF MINNESOTA.
Aaron J. Manes 45507 no-r, 06-05-2014
-XC- 'CHAIN LINK FENCE
UTILITY PEDESTAL
-0- LIGHT POLE
- XW- WOOD FENCE
DECIDUOUS TREE
$,E CONIFEROUS TREE
CONCRETE SURFACE
TREE TO BE REMOVED
-s F- SILT FENCE
BIOROLL
LEGAL DESCRIPTION:
Lot 19 and the South Half of Lot 20, Block 11, NORMANDALE
SECOND ADDITION, according to the recorded plat thereof, on
file and of record in the Office of the Hennepin County
Recorder.
PROPOSED ELEVATIONS:
FIRST FLOOR = 957.40
TOP OF FOUNDATION = 955.60
GARAGE FLOOR = 955.10
BASEMENT FLOOR (FB) = 946.60
EROSION CONTROL INSPECTION AND DOCUMENTATION
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND
WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE.
2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO
INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS
INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES.
3. THE CONTACT FOR SITE MAINTENANCE AND EROSION CONTROL IS ERIK PERKINS WITH
CUSTOM HOMES, LLC.
PHONE (612)219-0234.
POLLUTION PREVENTION MANAGEMENT:
1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING
DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND
OTHER WASTES MUST BE DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH.
7035.
2. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,
HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD
PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY
STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE.
RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.
STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE
IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS
APPLICABLE.
3. CONCRETE AND OTHER WASHOUTS WASTE: EFFECTIVE CONTAINMENT MUST BE
PROVIDED FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS
(CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER
CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. ALL CONCRETE
WASHOUT WASTE MUST BE COLLECTED AND DISPOSED OF OFF-SITE. WASHOUT INTO
ANY DEVICE THAT WILL REMAIN ON-SITE ONCE THE CONCRETE POUR IS COMPLETE IS
STRICTLY PROHIBITED. LIQUID AND SOLID WASTES MUST BE DISPOED OF PROPERLY
AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO
EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER
FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES.
J<
F
F (95.5.0U)
WOOD
NCE Lc)
CM In
cy)
12.00'
LOT 19
BLOCK 11
I
12.00'
bj
1(1)
EGRESS I N
I I. I in
PIT I
10' SETBACK LINE
STORilll _z 1_1Z 5/0_/17C0/1407: /V. _177,:z4N-
cv iZolf _Z-76/Z7-167,
EROSION CONTROL NOTES:
1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL MUST BE
INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM
GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES.
2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE.
3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT
ALL CATCH BASINS ONE BLOCK DOWNSTREAM FROM CONSTRUCTION SITE
PRIOR TO EARTH -DISTURBANCE, OR AS DIRECTED BY CITY. (PRODUCT
MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED
PRODUCT LIST)
4. PROVIDE ROCK CONSTRUCTION (1 1/2" -3" CLEAR ROCK MIN. 6" DEEP)
ENTRANCES TO CONTROL SOIL MIGRATION.
5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL
DISTURBED AREAS CAN BE SODDED OR RE-SEEDED TO STABILIZE GRADE.
6. CONTRACTOR SHALL MAKE EFFORTS TO MINIMIZE CONSTRUCTION VEHICLE
TRAFFIC IN NON -WORK RELATED AREAS TO PREVENT UNNECESSARY SOIL
COMPACTION.
7. STOCKPILE LOCATIONS SHALL BE IN THE BACKYARD OF THE PROPOSED
HOME.
EROSION OPERATIONS AND MAINTENANCE:
1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND
MAINTAINED IN GOOD CONDITION TO THE SATISFACTION OF THE CITY
ENGINEER UNTIL THE SITE HAS BEEN STABILIZED.
2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT FENCE, INLET
PROTECTION, ETC. SHALL BE CLEANED OUT WHEN 1/3 OF THE
CAPACITY IS DIMINISHED.
3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE REMOVED
WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE
THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
(953)
X _
%.952 20)
-41111
<on/
0
ROCK CONSTRUGTION
ENTRANCE (1 1?2"
-3" CLEAR ROCK
MIN. 6" DEEP) \
S S
60.73'
r N LINE OF THE S
HALF OF LOT 20
S I.
/
) W
,E,)]
5.00'
LU
0
LC) 3.00'
CM
LOT AREA SQUARE FOOTAGE:
10123 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE*:
PROPOSED BUILDING AREA = 2123
PROPOSED DRIVEWAY AREA = 1430
NOTES:
- SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
- WATER AND SEWER SERVICES WILL REMAIN
UNCHANGED IN PUBLIC R/W.
(955.O0)
0.
THE BUILDING AREA OCCUPIES 20.9%
OF THE LOT. (25% OF THE LOT IS THE
MAXIMUM ALLOWABLE BUILDING AREA)
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
(135.00 PLAT)
1 N8846'31"E 135.00
.4_--s-T.-----=-An- - I-
(954.80)
P1.----- - Cn Fri o 6 I
... to _495,5.....00)_1 322'
\ Z
SETBACK
a. 36.50'
(A
\ 0 b
o 0.
cni- °
2054.60) s ..441:74.4„. s
S8845'33"W 134.98 04. 116.al.a3.60ct (954.20)
(135.00 PLAT)
20.00' (A)
(955.00
(P4a.1 otE
innr 1 3636
LILIE
WOOD
FENCE
C.
S
•
LEGEND
MONUMENT FOUND
IRON PIPE MONUMENT SET
WOOD HUB SET
DENOTES DRAINAGE ARROW
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
FIRE HYDRANT
CATCH BASIN
SEWER MANHOLES
11027.761
1=IMB MAILBOX
WIDTH AS SHOWN
ON PLAN
TURF SOD PROVID S
PRE-TREATMENT
PERIMETER LA N EDGING
STAKE 5' 0.0 09C"II
0
6" MAX POOL
ENGINEERED SOIL
24" MIN.'
FOR SOIL
".=TREATMENT
SCARIFY 6" TO 9" DEEP
WITH TOOTH BUCKET TO
REMOVE COMPACTION. MIX
WITH ENGINEERED SOIL
TYPICAL CROSS SECTION (A-A)
////
(A) GUTTERS IN THIS LOCATION TO CARRY ROOF RUNOFF TO FRONT YARD
(B) CONTACT ENGINEER TO PERFORM SITE INSPECTION PRIOR TO INSTALLATION
ENGINEERED SOIL CONSISTING OF 70% COURSE WASHED
SAND/30% ORGANIC GRADE 2 COMPOST.
24.50'
EXISTING?
SHED (r)
10 20
SCALE FEET
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATEf MINNESOTA.
6 (I)
TYLER W NEWHALL 45283 JULY 01 2014
Stonebrooke DRAINAGE & EROSION CONTROL PLAN
LOT 19 & S HALF OF LOT 20, BLOCK 11
NORMAN DALE 2ND ADDITION
'Li
SHEET
1
OF
1
/6-25-2014 /UM PER CITY COMMENTS
16-26-2014 AJM PER CITY COMMENTS
17-01-2014 AJM REVISE CONST, ENTRANCE NOTE
EIMER
MEN
DRAWN
GEL
CHECKED
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