HomeMy WebLinkAbout1902824430110-09132013Confirm property may be redeveloped
prior to demolition. A demolition permit
provi4es no assurance of permitted future
es
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16" Tree Wire
INSTALL ROCirONST.
E TRANCE AFTER DRWY‘,
REMOVAL
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Existing Driveway
8871 , Flip W2" Open it 2841.7. of
-• 887 5
Wood Fence 8
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EXISTING HOUSE
6129 BROOK VIEW AVE.
4 7 I c° ''. it i x876.6( i:r
/
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•-• ihdlintik(rerix"18687 FND
(Plat=133. 4) I
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.;.:•7(1.9tion Wa!! Reinforcing ..)unctation P• -bckfl .-rarning and Sheathing
FE-E (0)
dEGEND
Power Pole
Light Pole
Flag Pole
Electric/Gas Meter
Overhead Utility Line(s)
Fence
m .s Retaining Wall
Existing Bituminous Surface
Existing Concrete Surface [-d x 000.o Denotes Existing Elevation Denotes
Direction of Drainage Denotes
Utility Easement, per Final Plat Denotes
Found Iron Monument -s- Denotes
Existing Contour /Denotes
Existing Tree, as noted Denotes
Proposed Silt Fence -• • • - Denotes
Proposed Rock Entrance Denotes
861.5
-o
.E
861.4
Rock construction entrance must be repaired or
replaced when the rock becomes inundated with
sediment and/or excessive sediment is being
tracked from the site. Repairs sh811,be made
within 24 hours of discovery, or asWvi,•?s
field conditions allow. /1/Qo
C/4:514-P1
Op 0)/4/4
10 20 40
( IN FEET
/33 5/001<-1// tt /
a./00 141.02g.2it .y,-0110
REVISIONS
°War BY:
DESIGNED BY:
ISSUE DATE: 9/10/13
1 hereby certify that this plan, specification
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 State of Minnesota
Name: Brian I. Krystofiak, P.E.
SIgnaturei
Dote: 9/10/13 License*: 25063
•111- - - - -± 24.8- \- - 2C-11:n17 7-777777 7777777 7777777 A
Conditions of Demolition/Moving
V 4' construction fencing shall enclose existing basement perimeter and
6.) excavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried l' and spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
Property must be restored within thirty (30) days of building
demolition/move - utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade and
seed or sod placed and maintained at disturbed areas OR a permit
must be issued for a new structure within thirty (30) days of the
building demolition/move.
NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on adjoining properties
861.3
nInSeSi
EROSION CONTROL NOTES
1. Silt fence, bio rolls and/or catch basin inlet
protection devices shall be installed prior to
any land disturbing activity.
2. Rock construction entrances shall be installed
prior to any land disturbing activity or after
existing driveway is removed.
3. Any sediment that reaches the existing street
or adjacent property shall be removed
immediately and measures shall be taken to
prevent further sedimentation offsite.
4. All silt fences, bio rolls and catch basin inlet
protection devises must be repaired, replaced,
or supplemented when they become
nonfunctional or the sediment reaches 35 of the
height of the device. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
5. k.') 9,)2. 026 0372 :v1:3Er. and An' RESS
ankieelohstruction rAgrance
........insulation
_Lath
...._'-'..,ryvvall
4,... ,, Masonry Fireplace
Finz.11
0
Immum=11
310
elk
•
•
888.8
888.4
887.8
887.6
887.4
886.9
885.7
885.3
1 of
3
EXISTING HOUSE
6129 BROOKVIEW AVE. F.F.E.=±890.5
(Under Construction)
Existing Driveway
Sidewalk
WELL 0
PP
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
000.0
00.0
•
HYD
861.3
, Denotes
Denotes
Denotes
Denotes
•cm=> Denotes
EROSION
-• • • -
REVISIONS
2.
9/10/13
rhr BY:
cci7:-
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I hereby certify that this plan, spedfication
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 State of Minnesota
Name: Brian J. Krystonak, P.E.
Signature'.
Date: 9/10/13 License Cl 25063 STORM WATER MANAGEMENT PLAN (NEW CONSTRUCTION) LEGEND
CONSTRUCT'
ROCK [7:4
ENTRANCE
885.3
888.8
888.4 x
885.7
887.6
886.9
887.8
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t 40'
Lir,17, ',‘• -
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4 \ft. rainliink Feice:868,,6 8 , 882.3. '' ' '
(Plat=133. V , &Val 8741 1 ' 1
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Open ,
e A CONTRACTOR TO RE-LOCATE '
ELECTRIC SERVICE x p 6 4.2 1
aitiliq_fense
/ 873.8 di,'
T.W. -878.0
B.W.-875.O:
• x B73 0
END 1 Open
864.94
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/ 18619
n
1 x8523 x 861.4
<861.4 Bituminous Edge 861.5
3 29 E 0000003Q0
x 888.3 x 887 7 x 886 7
t89liDlat=133.75) x 883.2 x 881.6
886 0 13.47
• ts.ort. Iswoid St--S57-7(1 cb 8,F9-se n 04,cl/ 15,88.5.6 82
SILT FINCE
(TYP)
Retaining Wall
14.n,;e?,
Sidewalk
• • 4.. nit Iv re we, wimp: • 41-21vAtagt.imir • .t • go E. -./..--1/4".-a,arg•en: •710-•se •444kNple. • • 4: Ektir-.74-•tio
44t6;44-1404; Alteit;01167.n '
411,6•1°Y54k4r.fti titsji-4KON. - Irge, 48' 114r,
x "-`• 888 x887.9,v4
• 142"•°P°4 • 1884. do • • .01 p
887.6 Wood Fence g885
-±27.8-
887.2G
Existing Well
Existing Electric Meter
Existing Power Pole
Existing Overhead Utility Line(s)
Existing Fence
Existing Bituminous Surface
Existing Concrete Surface
Existing Elevation
Proposed Elevation
Direction of Drainage
Found Iron Monument, as noted
Set Iron Monument
Existing Contour
Proposed Contour
Existing Hydrant
Existing Telephone Box
Existing Trees as noted
Existing Tree to be Removed
Proposed Silt Fence
Proposed Rock Entrance
Proposed Retaining Wall
CONTROL NOTES
Silt fence, bio rolls and/or catch basin inlet
protection devices shall be installed prior to
any land disturbing activity.
Rock construction entrances shall be installed
prior to any land disturbing activity or after
existing driveway is removed.
Any sediment that reaches the existing street
or adjacent property shall be removed
immediately and measures shall be taken to
prevent further sedimentation offsite.
4. All silt fences, bio rolls and catch basin inlet
protection devises must be repaired, replaced,
or supplemented when they become
nonfunctional or the sediment reaches )S of the
height of the device. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
5. Rock construction entrance must be repaired or
replaced when the rock becomes inuMgted with
sediment and/or excessive sediment 16445,6
tracked from the site. Repairs shall be
within 24 hours of discovery, or as soon as
field conditions allow. SATy)
C/trko
"11
N/
\
-±24.87 17 7777777 7777777 777 7777
0
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2" Pine 888.3
END 12" • • en• • • • Cain
••24' Maple(2)
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• Ed-
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26.0
23.83
887.4'9- /
12" Tree 16' 887.5 Fence --A
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886.3
x 886.8
(0(33 i/ooirti/014/
f(24 6C-Al
0 10 20 40
11nLi IIMMn1
( IN FEET )
011 T FENCE
ANCHOR W/ METAL
1-POST OR WOOD
2"X2" STAKE
DIRECTION OF FLOW
FILTER FABRIC (36" MAX. HEIGHT)
OPENING IN FABRIC WEAVE < 212 pm
6"X6" TRENCH
(COMPACTED BACKFILL)
=uolrEI
.1
_I I 11 I I 1=1 I I _ _ I 1-EI I 1=1 ' •
COPOLYMER BARRIER FENCING
(48" HEIGHT) ANCHOR W/ METAL
1-POST OR WOOD
2"X2" STAKE
UNDISTURBED SOIL
1"x2" WOODEN STAKE
10" EMBEDMENT DEPTH
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2'x3' HDPE FRAME INSERT
EMERGENCY
OVERFLOW PORTS
2X3 HDPE FRAME INSERT EMERGENCY
OVERFLOW PORTS
HOPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
BIOROLL DETAIL
UNDISTURBED SOIL
NOTES:
1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE.
2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH.
3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART.
4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH.
5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST.
6. SEE MNDOT SPECIFICATIONS 2573 & 3886.
TREE FENCE
NOTES:
1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER
FROM TREE(S) THAT IS/ARE TO BE SAVED.
2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART.
3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST.
4. SEE MNDOT SPECIFICATION 2572.
1. ENDS OF BIOROLL SHALL BE A MINIMUM OF 6" HIGHER THAN BOTTOM OF FLOW PATH.
2. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL.
3. SEE MNDOT SPECS 2573 & 3889.
NOTES: STORMWATER MANAGEMENT DETAILS Es] Edina, Minnesota 9/10/13
hereby certify that this plan, specification art was prepared by me or under my erylsion and that I am a duly Lice Professional Engineer under the
laws of the State of MtnnesoM
Name: Brian ], Krystollak, RE.
SIgnature:4.1(*—
Date: License #:250A3
INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE INFRASAFE — 27" DEBRIS COLLECTION DEVICE ROCK CONSTRUCTION ENTRANCE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES
- MEETS MN/DOT SPECIFICATION 3891.F
"STORM DRAIN INLET PROTECTION - FILTER BAG INSERT"
- DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES
- MEETS MN/DOT SPECIFICATION 3891.F
"STORM DRAIN INLET PROTECTION - FILTER BAG INSERT"
- DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801)
FRAME CASTING
rf;:::rve!lt:•trete.dp•blt%::,-,—; Orm-eiZkattedrteitt‘dt.r..4
s."'"#VAI-tivddrit
'.43444011tr
NV4;4-
2" CLEAR
ROCK (MIN.) REVISIONS
1.
2.
3.
5.
['PAWN BY:
DESIGNED BY:
ISSUE DATE:
BIS
110 ,,,,y,,409.7.0132.swp