HomeMy WebLinkAbout3002824220028-01152015PON11-' VELOP Yt] NV DRAINAGE AREAS
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INFILTRATI OW TRENCH -
at-96-5 '6.6111.111011011'
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12.1,42t'-
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pe-TING mOUSE
PREPARED FOR:
Probe Engineering
6" PVC OVERFLOW
INV. 899.5
F841 RODENT GUARD
10.5X30' INFILTRATION TRENCH
SEE DETAIL
A/\ AV
`50--(D-S-abLA
BUILDING DEPARTMENT
JAN 1 5 2016
CrrY OF EDW
DID
5,00
U LI frGi. ITL
1017
505_1 26113 .53t WM.;
MOM x .
42,5-3
)7.3
L.3
DIRECT RUNOFF TO CATCH BASIN
MIN. 0.5' BERM AROUND CATCH BASIN INLET
CONNECT REAR ROOF GUTTERS TO CATCH BASIN
S1.1
2464° SF
Li
(898.2
55t3.2
30 a
4,42
PROJECT:
1/14/16
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Engineer under the laws of the State of Minnesota.
7r.f4r---
Scale in Feet
.4.51-15.5°
5E13.5
a
Curtiss J. Kallio, Lic. No. 26909 Date
PM I
124,2.0_
VIFL 3°244 OS 414,99 6943.ix 901.2 HIJIB=899.64 50DT1-1K51
QF LOT 3 eN
II 1 I I
500.6. I
6217 Ryan Ave.
Edina, MN
5ID5
çC S2.2
8528
A1 Jr
t304.1 . AFL !
#13'5 --- -- Os 78.54 111
ID' 1. g" -41--,,
-*- hfUl3=902,07).
003.0 5 -3 0 U2. 1,I',-
(S03.0)m 1:91:13.3). /
SISU LAND SURVEYING
10775 Poppitz Lane
Chaska, MN 55318
612-418-6828
JOB NO.: 1555
'U
tN_J
IMPERVIOUS AREAS
S1.1
Drive = 1072 SF
Walks =28 SF
S2.1
House & Garage = 1704 SF
Walks = 83 SF
S2.2
House & Garage = 657 SF
Patio = 48 SF
-
NoRTHEAE-31
OF LOT 3 I
1 1.20 PI) gP
ENGINEERING
CONSUL11NG ENGINEERS,
, ROBE PLANNERS and LAND SURVEYORS
tNGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
PREPARED FOR:
FIELDSTONE FAMILY HOMES ADDRESS:
6217 RYAN AVENUE
BUYER: KUMAR
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
esota.
STORMWATER AND EROSION CONTROL PLAN
INFILTRATION TRENCH DETAILS
( NOT TO SCALE)
6" MIN. TOPSOIL
TOP ROCK ELEV. 899.2 -r-
DISTRIBUTION PIPE
4" (2) HOLE SEWER PIPE - HOLES FACING DOWN
NON-WOVEN GEOTEXTILE
SEPARATION LAYER
BOTTOM ELEV. 896.2
10.5'
INFILTRATION TRENCH SECTION NOTE:
3 FEET MINIMUM REQUIRED FROM BOTTOM OF
INFILTRATION TRENCH TO GROUNDWATER
CATCH BASIN/DISTRIBUTION BOX
18" MINIMUM DIA./WIDTH
12" MINIMUM SUMP
CLEANOUT
4" CAP
BERM PER NOTE BERM PER NOTE
NOTE:
RUNOFF MUST BE DIRECTED TO CB INLET WITH
MINIMUM 0.5' HIGH BERM AROUND INLET.
GRATE/ACCESS COVER r ELEV. 900.2
30'
BOTTOM ELEV. 896.2
BUILDING DEPARTMENT
JAN 15 2016
CITY OF EDINA
NOTE:
CATCH BASIN/DISTRIBUTION BOX MAY BE
CONCRETE, PVC, OR HDPE. IF VERTICAL
PIPE USED, CONCRETE BASE MUST BE
POURED AND LID MUST BE DESIGNED TO FIT. INFILTRATION TRENCH PROFILE
FROM ROOF GUTTERS
MIN. INVERT 899.2
6" PVC OVERFLOW
INV. 899.0
MIN. PIPE GRADE 0.5%
4" TEE
PLACE SCREEN ON TOP 6" MIN. TOPSOIL NON-WOVEN GEOTEXTILE
SEPARATION LAYER
TOP ROCK ELEV. 899.2
TO PREVENT CLOGGING
MOPLIDIMICIIIIIMANIMMIIMMIZNArAlwawalarMINNWICAV
INV. 898.6
" LONG
RAD. BEND
4" (2) HOLE SEWER PIPE - HOLES FACING DOWN
PROJECT NO. 15840.00
STORMWATER AND EROSION CONTROL PLAN
Legal Description: SCALE : = 20'
THAT PART OF LOT 3, BLOCK 3,
LYING WEST OF THE EAST 121.20 FEET
THEREOF, NORMANDALE,
HENNEPIN COUNTY, MINNESOTA
(909.30) = FINISHED GARAGE FLOOR ELEVATION
(909.63) = TOP OF FOUNDATION ELEVATION
(901.63) = BASEMENT FLOOR ELEVATION
BENCHMARK: TNH TO THE WEST OF RYAN AVENUE AS
PROJECTED TO, AND TO THE NORTH OF 62ND STREET=920.07
AREAS:
PROPERTY AREA: I 4,690 SQ. FT.
HOUSE AREA: 2,1 8 1 SQ. FT.
PORCH AREA: 178 SQ. FT.
BLDG. COVERAGE AREA: 2,359 SQ. FT. (16.17o)
LEGEND
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
DENOTES AS BUILT ELEVATION
DENOTES DIRECTION OF
SURFACE DRAINAGE
• DENOTES IRON MONUMENT FOUND
O DENOTES IRON MONUMENT SET
• DENOTES WOOD HUB
® DENOTES NAIL
DENOTES EXISTING ELECTRIC BOX
Z DENOTES EXISTING COMMUNICATION BO:
-(3-- DENOTES EXISTING POWER POLE
O DENOTES EXISTING LIGHT POLE
•
DENOTES EXISTING STORM MANHOLE
0 0 DENOTES EXISTING CATCH BASIN
P DENOTES EXISTING F.E.S.
3 DENOTES EXISTING HYDRANT
O DENOTES EXISTING SERVICE OR CLEANOI
e DENOTES EXISTING SANITARY MANHOLE
41_ DENOTES EXISTING CONSERVATION POST
8 TREE OR WET LAND BUFFER POST "
000.0* DENOTES EXISTING TREE
iiiIJ DENOTES EXISTING RETAINING WALL
I DENOTES PROPOSED RETAINING WALL
-Y-Y-YM DENOTES EXISTING TREELINE
0 DENOTES EXISTING FENCE
1. No specific soils investigation has been performed on this lot
by the surveyor. The suitability of the soils to support the
specific house is not the responsibility of the surveyor.
2.No title information was provided for this survey. This survey
does not purport to show all easements of record.
3. See architectural plans for final building dimensions.
000.0
(000.0)
000.0
Pf'
LP
FD II'
1242-0_
-BUILDING DEPARTMENT
/4. Of LOT 3
JAN 15 Z016
CITY OF EDINA
(902.1)
30 -
Lf) (f) 0 SOO°2011 1"W ASH I 2"
904.1 /
ASH I 5" 968:1 90" os 78.54
903.3 SETTP )( HUB=902.07
903.0 903.3
(903.0) (903.3)
X906.4
(910.0) (910.2)
9 I 0.0 9 1 0.2 )( ET IP
MPL 10"
42.53
2.8%
/HUB=908.63
OS 10.00
(908.6)
(909.1
k905.1
7.00 / 21.66
X 05.1 / (904.0
(906.5) ExFosy WALL 90
AS NEDED d2.2
(902.5)
FOSE WALL
7e AS NE
24.50
d
GARA9
10. 5' X30'
INFILTRATIO TRENCH
SEE DETAIL/SHEET
61,
CLEANOUT
/ ASH I 2"
90l .5 44_
121.42
N89°53'54"W
0 0 0, 0, i
/ 1
j\189°52'51"vy/
/
121.33 96.2
HOUSE I
EXP E WALL /90
A N EDED (;<9
21 33
0 cj 0) 0
rgo POSED/
907.5)
5.9
CB
INV/ 900.2
900.8
(899.5) .)-
MPL 3@24 OS 44.99 901.2 HUB=899.54
/
\/- A5ERV
1
gr
I •-• -I- 1 I I I L . • .., I 0
/ HUB=90/1°):20
/
VACANT LOT
i 090S1 18.37 0- ( (889999..33)
SERV
16.17
-ant
0
.5)
1 .7 If
901.1) ri 2
8.00 t„12 ,
901.0
25.00
20
NORTHEAST C0R7N
• OF LOT 3
\C" • 121.20 FD IP
0
(898.2)
898.2
898.8
REVISED 01-14-16:
REVISED 01-07-16:
REVISED 11-24-15:
Revised infiltration trench and detail sheet.
Added proposed infiltration trenches and detail.
Added staking information.
899. 1
11'
7 SOUTHWEST COR.
63'D
90 1 .5 900.6
EXISTING HOUSE
#6225 MAIN FLOOR 903.87
49.42
898. IX
• 1 -I- I I • •
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS
'Date2(01P il--Reg:No-.-6[4f0
ROBE
ENGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
PREPARED FOR:
FIELDSTONE FAMILY HOMES
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
esota.
PROJECT NO. 15840.00
ADDRESS:
6217 RYAN AVENUE
BUYER: KUMAR
SEDIMENT EROSION CONTROL NOTES
I. All exposed soil areas, including temporary stockpiles, must be stabilized 35
soon as possible but in no case later than I 4 days after construction activity in
that portion of the site has temporarily or permanently ceased. Stabilize with
temporary seed and straw mulch applied at 2 tons per acres.
2. Silt fence shall be installed and at the locations shown on the plan and around
any stockpiles. Silt fence shall be inspected and maintained weekly (and within
24 hrs of a 0.5" rainfall) until final seeding and mulching (or sodding) of lot.
3. A rock construction entrance shall be installed and maintained at the location
shown on the plan.
4. Contractor or Permitee shall provide and maintain inlet protection on all
storm drain inlets that will receive sediment laden flow as a result of
construction. Inlet protection and maintenance shall remain in place until all
sources with potential for discharge into the inlet have been stabilized. Inlet
protection may be removed from a particular inlet if a specific safety concern
(such as flooding) has been identified. The permitee must receive written
correspondence from the City of Edina verifying the need for removal. Permitee
shall conduct a visual inspection to determine which inlets need protection. (Inlet
devises must be removed between Oct. 20th and Oct. 3 1st. Devises must be
reinstalled by Mar. 1 5th weather permitting).
5. If down gradient sediment practices are overloaded, additional up gradient
erosion control practices will be installed to reduce loading.
G. Dust control is the responsibility of the permit holder. The permit holder
must eliminate dust problems upon receiving notice from the Building Official that
there is a dust problem.
7. MINNEHAHA CREEK WATERSHED DISTRICT.
(952) 64 1-4532
8. Street cleaning shall occur daily or as needed.
9. Contact person for site cleanliness and
maintenance of the erosion and sediment
controls. Bryan Wolfe (G I 2) 282-7869.
10. No concrete washout allowed on site, truck
based self containment washout devises
required.
1 I . Oil stains on city streets to be cleaned up
with flbor dry, and disposed of as a
hazardous waste material.
1 2. All hazardous waste to be stored cleaned up
and disposed of per EPA standards.
I 3. Temporary pumped discharge pollution
prevention techniguese
"DANDY DEWATERING BAG-Brock White Co. USA
http://www.brockwhite.com/Op 1 413346c I 337/
dandy-dewatering-bag/
14. Permitee must minimize soil compaction and
unless infeasible preserve topsoil.
Methods of minimizing soil compaction include the use of tracked
equipment, and staying off of areas to be left un-compacted.
Methods to preserve topsoil include stripping and stockpiling prior to
grading or excavation operations.
STORM WATER
This 5tormwater Management Plan (in narrative form)
must detail how stormwater will be controlled to prevent
damage to adjacent property and adverse impacts to
the public stormwater drainage system.
1 Permit holder shall inspect and maintain sediment and
erosion control devices (le: silt fence and inlet
protection) weekly (or within 24 hrs of a 1/2" or more
rainfall). Sediment must be removed when it 15 1/2 the
height of the sediment and erosion control devise.
2. Final grading on the lot shall minimize concentrated
flow and shall promote sheet flow to the front and the
rear. Final drainage patterns shown are similar to the
existing conditions of the lot.
CERTIFICATE OF SURVEY
cs-)
0
49.42 EXISTING
MOUSE
121.20
VACANT/LOT
1\189°52'51"vy
121.33
cr)
I /
/ I
/ I I
Lg(AREA : I 4,696 SQ. FT. I
I I
/ I
/ I
/\tivu
SERV
nr I I I I... '.d I
['BUILDING DEPARTM2
bst.
DEC 1 0_19.15\A E _ 121.20
CITY OF EDINA
-t
0-cpas--aue-332-00,
v / 0
/ VACANT LOT 0 0,
121.42
—\\,7 N89°53'54"W
r.0 IP NORTHEAST CORNER OF LOT 3 FD II'
—I— I iN I I l._
30
BENCHMARK: TNH TO THE WEST OF RYAN AVENUE
AS PROJECTED TO, AND TO THE NORTH OF 62ND
STREET=920.07
000.0 DENOTES EXISTING ELEVATION
(000.0) DENOTES PROPOSED ELEVATION
000.0 DENOTES AS BUILT ELEVATION
DENOTES DIRECTION OF SURFACE DRAINAGE
• DENOTES IRON MONUMENT FOUND
O DENOTES IRON MONUMENT SET
III DENOTES WOOD HUB
® DENOTES NAIL
• DENOTES EXISTING ELECTRIC BOX
N DENOTES EXISTING COMMUNICATION BOX
DENOTES EXISTING POWER POLE
l-FV DENOTES EXISTING LIGHT POLE
0 DENOTES EXISTING STORM MANHOLE
0 0 DENOTES EXISTING CATCH BASIN
A DENOTES EXISTING F.E.S.
DENOTES EXISTING HYDRANT
O DENOTES EXISTING SERVICE OR CLEANOUT
0 DENOTES EXISTING SANITARY MANHOLE
DENOTES EXISTING CONSERVATION POST
`r OR WET LAND BUFFER POST
5" TREEk -V-- DENOTES EXISTING TREE
LI liii Iii 000.0
DENOTES EXISTING RETAINING WALL
DENOTES PROPOSED RETAINING WALL
(-Y-Y-Y--1 DENOTES EXISTING TREELINE
0 DENOTES EXISTING FENCE
1. No specific soils investigation has been performed on this lot
by the surveyor. The suitability of the soils to support the
specific house is not the responsibility of the surveyor.
2.No title information was provided for this survey. This survey
does not purport to show all easements of record.
3. See architectural plans for final building dimensions.
SCALE : 1" = 20'
Legal Description:
THAT PART OF LOT 3, BLOCK 3, LYING WEST
OF THE EAST 121.20 FEET THEREOF, NORMANDALE.
HENNEPIN COUNTY, MINNESOTA
p CONSULTING ENGINEERS,
„ROBE PLANNERS and LAND SURVEYORS
ENGINEERING
COMPANY, INC.
1000 EAST 146th SE, STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
Minn. Reg. No. 41905
MICHAEL H. BRANDT
I hereby certify that this is a true and correct representation of a tract as shown
and describ hereon. As prepared by me this 12TH day of OCTOBER, 2015. PREPARED FOR:
FIELDSTONE FAMILY HOMES ADDRESS:
6217 RYAN AVENUE
PROJECT NO. 15840.00
BITUMINOUS EDGE/ 30
908.3X
907.G X/
TREE PROTECTION DETAIL
EXISTING TREE
TREE PROTECTION FENCE
@ DRIP LINE
1. TREE PROTECTION FENCE SHALL BE 4FT, ORANGE
SNOW FENCE.
2, FENCE SHALL BE INSTALLED AT DRIP LINE WHEREVER
POSSIBLE OR AS SHOWN ON THE PLAN WHEN RUN
THROUGH AN EXISTING WOODED AREA.
0
2.8% C/)
42.53
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
DENOTES AS BUILT ELEVATION
DENOTES DIRECTION OF SURFACE DRAINAGE
DENOTES IRON MONUMENT FOUND
DENOTES IRON MONUMENT SET
DENOTES WOOD HUB
DENOTES NAIL
DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING COMMUNICATION BOX
DENOTES EXISTING POWER POLE
DENOTES EXISTING LIGHT POLE
DENOTES EXISTING STORM MANHOLE
DENOTES EXISTING CATCH BASIN
DENOTES EXISTING F.E.S.
DENOTES EXISTING HYDRANT
DENOTES EXISTING SERVICE OR CLEANOUT
DENOTES EXISTING SANITARY MANHOLE
DENOTES EXISTING CONSERVATION POST
OR WET LAND BUFFER POST
DENOTES EXISTING TREE
DENOTES EXISTING RETAINING WALL
DENOTES PROPOSED RETAINING WALL
TREE SPECIES TREE SIZE TREE
HEALTH
REMOVE (R)
PROTECT (P)
1. ASH
2. ASH
3. MAPLE
4. ASH
5. ASH
6. MAPLE (TRIPLE)
15" DBH
8" DBH
10" DBH
12" DBH
12" DBH
24" DBH noorpoo 000000 000000 000c90- (P)
(P)
(P)
(P)
(P)
(P)
DBH - DIAMETER AT BREAST HEIGHT
NOTE: PROVIDE PROPER TREE PROTECTION
FOR ALL TREES DETERMINED TO REMAIN.
ROBE
tNGINEERING
COMPANY, INC.
1000 EAST 146th St. STE. 240. BURNSVILLE, MN 55337 PH (952)432-3000
CONSUL11NG ENGINEERS,
PLANNERS and LAND SURVEYORS I hereby certify that this is a true and correct representation of a tract as shown
and described hereon. As prepared by me this 12TH day of OCTOBER, 2015.
6144-agla/49)-`
MICHAEL H. BRANDT
Minn. Reg. No. 41905
TREE PRESERVATION PLAN
0,\ Ci (909.1
Lr; 908.1
/OS 10.00
HUB=908.63
(908.6)
4CANT LOT
0 0
1189°52'51 "Vy
121.33 9.G.2
899. I
4 5ERV
q,
/as,
Øs 38.371
UB=9011.20
901.2
I • -I- I I I I.. I 11 SCALE : 1" = 20'
= FINISHED GARAGE FLOOR ELEVATION
= TOP OF FOUNDATION ELEVATION
= BASEMENT FLOOR ELEVATION
BENCHMARK: TNH TO THE WEST OF RYAN AVENUE
AS PROJECTED TO, AND TO THE NORTH OF 62ND
STREET=920.07
AREAS:
PROPERTY AREA: I 4,690 SQ. PT.
HOUSE AREA: 2, I 5 I SQ. FT.
PORCH AREA: I 75 SQ. FT.
BUILDING COVERAGE AREA: 2,359 SQ. FT.= I C. I %
LEGEND
000.0
(000.0)
000.0
•
0
•
1_11
00
61,4
0
0
TREE,h_
000.0-97- -
DENOTES EXISTING TREELINE
DENOTES EXISTING FENCE
1. No specific soils investigation has been performed on this lot
by the surveyor. The suitability of the soils to support the
specific house is not the responsibility of the surveyor.
?..No title information was provided for this survey. This survey
foes not purport to show all easements of record.
3. See architectural plans for final building dimensions. REVISED 11-24--15: Added staking information.
\ (910.0) (910.2)
C8-t-=.4(
910.0 910.2 ..40
•
if
C V
Legal Description:
THAT PART OF LOT 3, BLOCK 3, LYING WEST
OF THE EAST 121.20 FEET THEREOF, NORMANDALE.
HENNEPIN COUNTY, MINNESOTA
(909.30)
(909.63)
(901.63)
X906.4
905.5
NON-REPLACEABLE
TREE SETBACK LINE
16.00/
907.3 1/ =6'
/ 1. (3>
(909.0) `2"r
0
110.0 / 2.66
// 905. 1>1/4 7.00
EXPOSE WALL,) (906.5)
(906.6)AS NEED w (999000422...352)
k905. I
PROTECTION FEN
c9
GARA96
D(POSE WALL I
AS NEEDED ,(907.5)
frX905 9
24.50
C,1 co
cs1
1 1
F'ROPOSEDI
/ HOUSE I
NON-REPIICEABLE
TREE SET/BACK LINE
I 0.0 .....]
- I / 1
10' CI I
0 EXP SE WALL c:), I - -- A 12\ 11E. 3E3D E D 11/.7(990021..75>41)900111/.21)
8.00 25.00
7 16.17
POSE WALL
A,5 NEEDED q
I
NONIEPLACEA LE
TREE/ SETBACK, LINE
0,0
CCQ LL
SERV
o ,e()
900
499.3)
899.3
FD IF
3C13.
yn-
903.5 -451-1 8" MEL 10"
ASH 151
902.8
903.3
903 G, 903.9 _
SET P 2 (1
901.5
EXISTING
HOUSE #6225
MAIN FLOOR
903.57
1,...,1
(899.5)
N89°53'54"W
BU NG DEPART 6641 T
,OS 44.99
HUB=899.54
D.2,-C152-8
To,
/ 901.5 5 6 IVIF
901.2
121.42 900.5
900.6
DEC 1 0 2015
CITY OF EDINA
(898.2)
N.- 898.2
20
895. IX
DIP
PREPARED FOR:
FIELDSTONE FAMILY HOMES
PROJECT NO. 15840.00
ADDRESS:
6217 RYAN AVENUE
BUYER: KUMAR
,ITREE ASH 12 /
904.1 4 /
- OS 78.54
HUB=902.07
-BMW-
903.3 (902.1)-- (903.3)
903.0
(903.0)
z
49.42