HomeMy WebLinkAbout3311721230033-10272014ADDRESS: 5705 BERNARD PLACE
SETBACK INFORMATION:
FRONT- 34.8' (AVERAGE)
SIDE YARD - 10'
REAR YARD - 25'
34.8
948.8
3<945.2
3<945.5 .946.0 3<944.5
C.,3* X9458
I \
BENCH-MARK:
FIRE HYDRANT AT INTERSECTION OF 57TH STREET
AND BERNARD PLACE, TNH ELEV. = 940.34
CERTIFICATE OF SURVEY
FOR
MJL HOMES
935.4
936.7
x.
iS CONCRETE SURFACE
_RETAINING WALL IS 1.8'
WEST OF PROPER?)' LINE
938.5
RETAINING WALL IS 0.3'
----WEST OF PROPERTY LINE
YY-c) c`i 938.7
444
zcE CC
03
-;!)
ISS-30D- -3-705--A€vmarl Pkce - /V44.) 4ork.e
I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR
UNDER MY DIRECT SUPERVISION AND THAT/AMA DULY
LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE: 9-30-2014 Thirriad 3: cri - -
(,)
THOMAS J. O'MEARA, LAND SURVEYOR
MINNESOTA LICENSE NO. 46167
Phone: (507) 645-7768
Email: Info@bohlensurveying.com
31432 Foliage Avenue
Northfield, MN 55057
Bohlen
Surveying & Associates
A Phone: (952) 895-9212
Fax: (952) 895-9259
1682 Cliff Road E.
Burnsville, MN 55337
144 ,07670
945.8k tri op •
X9465 2
0. 946.7
945.20:945.6
JO
X947.3
x 94Z8
RETAINING WALL IS 0.2' 944.3 ,r NORTH, OF PROPERTY
4 0 944.4 • 44.1-
944.3 • 4 .1 94105.", EG
8" LOCUST
948.3 Fl 48.7 '48.9 950.3 ,2 950.4 9491
RETAINING WALL IS 0.9' 950.9
NORTH OF PROPERTY LINE x 9'50.4 3<949.5
949.6 .8
34.5
EXISTING
LOT AREA = 11443 SQ. FT.
HOUSE AREA = 1386 SQ. FT.
REAR PATIO = 419 SQ. FT. - /4Z
FRONT SIDEWALK = 136 SQ. FT -A/0
DRIVEWAY = 613 SQ. FT. A,///9
SHED = 64 SQ. FT.
PROPOSED
DRIVEWAY
8. I %
(947.7)
:Jo
101 EG
3<9484
0.5
94zds 1 VI
Y 946.7 A
(24,13) 1 1
1945.9 x I 0.2 2 N
1 d I
2.0 1
1
0
H
EXIS77NG
HOUSE
(945.0)
EXIS77NG
HOUSE
0
S:\Projects\edina\melody-knolls-3rd\dwg\L13B2-cert.dwg
)0,
iK 950. 3N:
(TO BE REMOV(D)
2
6 t
0 ,t 0 0
0
20.2
948.7
X 950.6
950.3 950.0 -178.8-
\\
ETAINING WALL IS 0.9 134.43
950.8 \ X 950.5 ` R x 950 6
NORTH OF PROPER?)' LINE
x 943.9
CONTACT THE CITY OF ED/NA PLANNING
DEPARTMENT
(948.3)
PROPOSED
LOT AREA = 11443 SQ. FT
HOUSE AREA = 2058 SQ. FT.
PORCH = 209 SQ. FT.
SHED = 64 SQ. FT.
IMPERVIOUS = 2331 SF = 20.4%
W/VV
I /1 /I
I t
943,21 31157
S894 '37"E
4.0
4.0
a
SHRUB ROW 3<948.7
.58954'37T
494),°4
7.5
944.41
945
'946,
946.6 1
?trz7c.oSe109"-- u-sr
LOT 13, BLOCK 2, MELODY KNOLLS 3RD
ADDITION, CITY OF EDINA, HENNEPIN
COUNTY, MINNESOTA.
NOTE: ALL BUILDING
Ii"/ DIMENSIONS ARE SHOWN TO
OUTSIDE OF FOUNDATION
WALL
941.81' 942.2
942.2
942.7
94.2(3X
942.6
943.2
,943.3 y
943.3
(944.4) 945.0
X 944.2 X 943.8
X 940.7 3<937.7
10' EC
939.3x
x 943.8
SE
T
B
A
CK
L
IN
E
943.2
1" = 20',f
-1
Y944.2
L% 9443
_n_CURBisTop
94'.8
10" BIRCH
35.1
x„945.0
945.8it.
D.' -
'44.3 94 '44.2 94 7 FENCE onsn -a.myslow4MANkleAr x 938,4
• , , 9 SH,9085,
94Z4
25.3
PROPOSED
2-STORY
FB/FLAT
EXISTING
940'.9c,
3<948.9
17.0
(946.3)
36" OAK
946.8
RETAINING WALi<
TO BE REMOVED
48 8 410 - 948,4
EVERGREENS
POWER
POLE
DENOTES
DENOTES
DENOTES
0 DENOTES
• DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
PROPOSED SILT FENCE
EXISTING CONTOUR
PROPOSED CONTOUR
IRON PIPE MONUMENT SET
FOUND IRON PIPE MONUMENT
PROPOSED DRAINAGE DIRECTION
SERVICE LOCATION
WOOD HUB
EXISTING ELEVATION
PROPOSED ELEVATION
DECIDUOUS TREE
NOTE:
EXISTING MAIN FLOOR = 950.2 40000.
PROPOSED MAIN FLOOR = 950.5
NOTE:
VERTICAL DIFFERENCE BETWEEN PROPOSED
GARAGE FLOOR & TOP OF CURB AT CENTER
OF DRIVEWAY = 4.2
PROPOSED TOP OF WALL ELEV. ---- 949.3, ell,
PROPOSED GARAGE FLOOR ELEV. = 949.0
PROPOSED BASEMENT FLOOR ELEV. = 940.64,00.
4-h- 33 - //7 -al -02.3 -0 _.3.3_4,0,00-c--
PROPERTY DESCRIPTION
DENOTES EVERGREEN TREE
DENOTES DECIDUOUS TREE
DENOTES BITUMINOUS SURFACE
c.)
0
Ctir) 3.3
945.7 945. T 944.0)
a
000.0
Iffa4
6, CONTACTS AND CERTIFICATIONS:
CONTRACTOR:
MJL HOMES
574 PRAIRIE CENTER DRIVE
SUITE 135-258
EDEN PRAIRIE, MINNESOTA 55344
PHONE: 612-759-0527
FAX: 952-487-0432 CONTACT: MIKE LINDOR
EMAIL: mikergm jlhomes.com
ENGINEER.
CES Consultants, LLC
201 WEST TRAVELERS TRAIL
SUITE 200 BURNSVILLE, MN 55337
SWPPP PREPARED BY: JOHN BERTELSEN, P.E.
PHONE: (763) 274-4405
EMAIL: johnb@cesminn.com
SWPPP CERTIFICATION OBTAINED: APRIL 16&17, 2012
SWPPP CERTIFICATION EXPIRES: MAY 31, 2015
INSTRUCTORS: JOHN CHAPMAN, REBECCA FORMAN
COURSE PRESENTED BY: UNIVERSITY OF MINNESOTA
COURSE WORK AT: DAKOTA COUNTY SWD
2-DAY, 12 HOUR COURSE FOR INITIAL CERTIFICATION
7. DEVELOPMENT SUMMARY:
TOTAL DISTURBED AREA = +0.22 ACRES (9,500 SF)
EXISTING IMPERVIOUS AREA = 0.07 ACRES (2,880 SF)
PROPOSED IMPERVIOUS AREA = 0.08 ACRES (3,484 SF)
EROSION CONTROL QUANTITIES:
• SILT FENCE 392 LF
• INLET PROTECTION 1 EA
NOTE: THIS PLAN SHEET
ADDRESSES EROSION CONTROL
MEASURES AND THE
INFILTRATION TRENCH ONLY
LEGEND
DENOTES PROPOSED SILT FENCE
DENOTES EXISTING CONTOUR
DENOTES PROPOSED CONTOUR
DENOTES BITUMINOUS SURFACE
DENOTES CONCRETE SURFACE
ROCK CONSTRUCTION ENTRANCE
SI TE
VICINITY MAP:
NO SCALE
D ES
CR
IP
T
IO
N
94
94.9.7
242
4 4.
/ 4f
6 -I ,948.7
X99,499 X9465
X996.6
/
,P 205(7 7942.
ID 0
.7 1
x950.4 x947.8
O 20'
1n 1
41'7
r
..\;i9496
X947.6/ .948.4
99.6.994:96.......999..9.96.6...........„ ".1-.-469.......,........, :- 49 , •4.5. 9 99Nktlf ....x0,.8,_ .___„.._-- .,,,,,,,. 1
xs.4 II:
94t
:"3 fT\-,--: 9 7 . \ I 9.9 '--..- ; • - --.X14,22'N
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946,99_1(
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49 „,-.779 X949.7 9.7 99 6
ssae 9.7 Vig.7 9.8
\ \ 99499 x9491 X'945.5
vc9455
1.1 94#.9
79.9
\
iLs4 .5O4, MOW 1.197.019 4
▪
L LSI, Jr ZOO - SET 4674114
\L .9499
-946.1
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0.5,7 t'24
,
• - 47 HAW MIME ID MEW. -70 (.7 Of ROCK
4
9.4
Is
950.4
95o
EXATInc MUSE
ca
< 0
EXISTING CONDI T7ONS
INSTALL INLET PROTECTION ON
EXISTING CATCHBASIN IN MIDDLE
OF THE CURB RETURN IN THE
SOUTHEAST CORNER OF BERNARD
PLACE AND WEST 57TH STREET.
INSTALL SILT FENCE ADJACENT TO EXISTING CONCRETE DRIVEWAY
(LONG DASH. INSTALL ROCK
CONSTRUCTION ENTRANCE AFTER
REMOVAL OF EXISTING DRIVEWAY -
MODIFY SILT FENCE AS SHOWN
(SHORT DASH).
20'
11
/
9
SILT FENCE INSTALLATION
HIGH-FLOW FABRIC CG-23 NIGH-FLOW
NOTES:
1) CLEAN FILTER MEDIA AFTER EACH 1/2" OR GREATER RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT.
2) REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT.
3) OTHER DROP-IN PREFABRICATED INLET PROTECTION DEVICES TO BE USED ONLY WITH APPROVAL BY CITY ENGINEER
4) GEOTUTILE INSTALLED UNDER GRATE IS NOT ACCEPTABLE.
DROP IN PREFABRICATED INLET PROTECTION
5' WOODEN POST
(2"x2" MIN.)
POSTS AT 6 FT.
(MAX.) ON CENTER
TO SUPPORT SILT FENCE
/- Mn/DOT 3886 PREASSEMBLED SILT FENCE
BACKFILL AND COMPACT OVER
12" FABRIC APRON IN TRENCH
DEFLECTOR PLATE
OVERFLOW - TOP OF CURB BOX
OVERFLOW 2_ CENTER OF FILTER ASSEMBLY
ER
TO" FILTER ASSEMBLY
CURB
PROPOSED CONDI T7ONS AND
EROSION CONTROLS REVS p a i\P
EXISTING GROUND
MJ
L
H
O
M
E
S
FILL TO MATCH EXISTING GROUND
ST
OR
M
WA
TE
R
A
ND
ER
O
S
IO
N
CO
N
TR
OL
PL
A
N
NA
1) ClICRUSH D ROCK LANDSCAPE air B 'DEEP 27-RI . WIDE. GEOTEXFILE .-EXTEND SILT FENCE TO ROCK ENTRANCE - CURVE AS SHOWN IF GROUND SLOPES TOWARDS ROCK ENTRANCE
WASHED PEA GRAVEL
4" HDPE DRAINTILE
W/sOCK
INSTALL 1.14/DOT 3733 TYPE V GEOTEXTILE UNDER ROCK - EXTENDED 2' BEYOND EDGE OF BOCK PAD. 2'
"-I I
PEA ROCK STORM WATER STORAGE TRENCH
SHEET NO.
El
TAPER APRONS 2:1
EXTENDING FROM TEMP. FENCE TO PAVED SURFACE OR MATCH
WIDTH AT APRON. ROCK MUST EXTEND FULL WIDTH OF OPENING IN TEMP. FENCE
ROCK CONSTRUCTION ENTRANCE
1. DESCRIPTION OF ON-SITE WORK
o. THE WORK IS FOR THE COMPLETE REMOVAL OF THE EXISTING HOME AND
DRIVEWAY, AND CONSTRUCTION OF A NEW SINGLE FAMILY HOME.
b.THE DRAINAGE PATTERN FOR STORM WATER RUNOFF IS NOT SIGNIFICANTLY
CHANGED FROM THE EXISTING HOME TO AFTER THE PROPOSED HOME IS
CONSTRUCTED.
c. THERE ARE NO NEW STORM WATER RETENTION OR TREATMENT DEVICES
PROPOSED WITH THE NEW CONSTRUCTION.
c. THERE ARE NO WETLANDS, OR SPECIAL OR IMPAIRED WATERS WITHIN 1
MILE OF THE SITE.
2. PERMITS
o. THE PROPOSED HOME DEMOLITION AND CONSTRUCTION WILL DISTURB LESS
THAN ONE ACRE, AND THEREFORE AN NPDES PERMIT FROM THE MINNESOTA
POLLUTION CONTROL AGENCY IS NOT NEEDED. AS PART OF THE BUILDING
PERMIT APPLICATION THE CITY OF EDINA REQUIRES THAT A SEDIMENT CONTROL
PLAN BE PREPARED, AND THAT THE FOLLOWING PROVISIONS OF THE NPOES
PERMIT ARE IMPLEMENTED: INSTALLATION OF EROSION PREVENTION DEVICES AS
INDICATED IN THE SEDIMENT PREVENTION PLAN, PROTECTION OF EXISTING
STORM SEWERS, PREVENTION AND CLEANING OF SEDIMENT TRACKED ONTO
EXISTING STREETS, INSPECTION OF EROSION CONTROL DEVICES, MAINTAINING A
DIARY OF THESE INSPECTIONS, TEMPORARY EROSION CONTROL MEASURES
WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY STOPPED.
b.THE CONTRACTOR IMLL ALSO HAVE TO COMPLETE A "WATER RESOURCE PERMIT
APPLICATION FORM" FROM THE MINNEHAHA CREEK WATERSHED DISTRICT.
3. EROSION AND SEDIMENT CONTROLS
a.INSTALL PERMANENT OR TEMPORARY SOIL STABILIZATION WITHIN 14 DAYS
OF COMPLETION OF GRADING WITHIN AN AREA OF THE SITE OR WHERE
CONSTRUCTION ACTWITY WILL NOT TAKE PLACE WITHIN A 14 DAY PERIOD.
THIS INCLUDES STOCKPILES OF TOPSOIL OR OTHER EARTH MATERIALS.
b.BASIC STRUCTURAL CONTROLS AND SITE SEQUENCING OF SEDIMENT AND
EROSION CONTROLS ARE DESCRIBED FOLLOWING:
1. PRIOR TO START OF CONSTRUCTION. INSTALL SILT AND BIO
ON SITE, AND
FENCE
INLET PROTECTIOLOGSN
FOR THE EXISTING CATCHBASIN AT
THE SW CORNER OF EWING AVE.
AND 61st ST.
2. AFTER DEMOLITION OF DRIVEWAY. INSTALL ROCK CONSTRUCTION
ENTRANCE IN DRIVEWAY AFTER
EXISTING CONCRETE DRIVEWAY IS
REMOVED.
3. ONGOING THROUGH CONSTRUCTION. SCRAPE AND SWEEP ADJACENT
STREETS AS NECESSARY.
MONITOR SILT FENCE AND RIO
LOGS, REMOVE SEDIMENT AND/OR
REPAIR AS NEEDED.
4. STOCKPILES. USE TEMPORARY SEED,
HYDROMULCH, BLANKETS OR TARPS
AND ADDITIONAL SILT FENCE IF
NECESSARY TO STABIUZE ANY
STOCKPILES THAT WILL NOT BE
DISTURBED FOR 14 OR MORE DAYS.
5. FINAL SITE STABILIZATION. FINAL SITE STABILIZATION AND
LANDSCAPING MAY BE COMPLETED BY THE CONTRACTOR OR THE HOME
OWNER, HOWEVER, ALL AREAS THAT
WILL NOT BE DISTURBED FOR 14-
DAYS OR MORE MUST BE
STABILIZED BY THE CONTRACTOR
PRIOR TO TURNING THE SITE AND
HOME OVER TO THE HOMEOWNER.
6. FINAL INSPECTION. FINAL EROSION AND SEDIMENT
INSPECTION WILL BE BY THE CITY
OF EDINA TO ENSURE THE
ADJACENT STREETS, STORM SEWERS,
AND PROPERTIES ARE CLEAN AND
FREE OF CONSTRUCTION SEDIMENT
AND DEBRIS.
7. REMOVE EROSION CONTROL DEVICES. EROSION AND SEDIMENT CONTROL
MEASURES MAY ONLY BE REMOVED
AFTER APPROVAL OF FINAL
INSPECTION AND ESTABLISHMENT
OF PERMANENT LANDSCAPING AND
OTHER EROSION PREVENTION
DEVICES, AND WITH APPROVAL OF
THE CITY OF EDINA, CLEAN
ADJACENT AND ON-SITE STREETS
AND STORM SEWER AS NEEDED.
4. CONTRACTOR INSPECTIONS AND MAINTENANCE
a. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION
SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24
HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS.
ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED IN AN
EROSION DIARY.
b. SILT FENCE AND BIO LOG MUST HAVE SEDIMENT REMOVED WHEN IT IS UP TO
1/2 THE HEIGHT OF THE DEVICE.
C. ANY SEDIMENT ACCUMULATION IN TEMPORARY INLET PROTECTION SHOULD BE
REMOVED IMMEDIATELY.
d. REMOVE AND REPLACE AGGREGATE IN THE ROCK CONSTRUCTION ENTRANCE
WHEN SEDIMENT ACCUMULATES TO THE TOP OF ROCK.
d. ADDITIONAL OR DIFFERENT EROSION CONTROL MEASURES, OTHER THAN SHOWN
ON THE EROSION CONTROL PLAN, MAY BE REQUIRED IF SPECIFIED DEVICES
PROVE TO NOT BE ADEQUATE.
5. ADDITIONAL POLLUTION PREVENTION MANAGEMENT MEASURES
a. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS.
b. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A.
REGULATIONS.
c. WASHING OF CONSTRUCTION VEHICLES IS NOT ALLOWED ON SITE.
c. CONCRETE WASHOUT MUST BE DONE OFF SITE.