HomeMy WebLinkAbout3211721440043-07102014LEGEND
913.2 TC
913.1
TC
. 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 )i of the
height of the device. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
Conf'rm propejty may be
Rede loped pr olMon
A demol4n permit provides no
Assurance of permitted future uses
0
920.7 )< 921.
NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on adjoining properties
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CALL FOR INSPECTIONS8
72
with PERMIT NUMBER and ' DRE / co z
is, Entrant-"'
NOTE: STORM WATER AND ERAION CONTROL
INSPECTIONS SHALL BE COMPLETED ONCE
EVERY 7 DAYS OR WITHIN 24 HOURS OF A
RAINFALL OF 0.5 INCHES OR GREATER.-
PP
LP
FP e-
EM GM
00
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
Power Pole
Light Pole
Flag Pole
Electric/Gas Meter /.Silt Fence, and Constructl
.Footing
..--Foundation Wan Reinforc
---Foundation Pre-backfill x 923.2
Fr-i-nin9 and,Shettlij-192
/ I
...:--In ulatidn
L th , /
' t asdnry(Firepl
9203. 9211328
x , • . 1, 7 •
F114 .1.!
--,111/.... low viir*I"or At-fitt
BC TL
Denotes Existing Overhead Utility Line(s)
Denotes Existing Fence
Denotes Existing Bituminous Surface
Denotes Existing Concrete Surface
000 o Denotes Existing Elevation
Denotes Direction of Drainage
Denotes Utility Easement, per Final Plat
Denotes Found Iron Monument
Existing Con tour
Existing Tree, as noted
090 /40,41
EROSION CONTROL NOTES
ohe
X 925.3
923.8
923.5 X
A 924.0 924.0 923.4
923.0
924.0 24.0
5TALL 1_14 ROCk CONST,
ENTRANCE
913.0 13.7 ,
,,....„1-1YD 916.2
CK B 926.4 926.5 nn •••n
Rebar / /Denotes
. 3 Denotes
ffncroacht
•
•
•
• 9252259
X OX
927.2 26,5 8
1.3 7912.9 OE RLS,249-92
913F5 18"T ee x
X 913.3
• • •
927.0
926.8 926.9
20094
924.39
BC
926.6
25.9
916.0
Biturnino
916.1 913.7
-0 • • • • • •
2 "Tree
926.4 R 380
38Tee
•
x 926.5 •
•
926.8 -•
i"T-re!
R 14
413.3
TC
EM 0 926.4
\ x 926.9 13.4
1 '4"Tree
1 2 " Tree 25.6
926.8 1 3"Tree
TR PINE13 ----+ 40.9 - -----
14,8 926.8 • AC 1
927.0
R 36
926.3
7,--) 926.2
927.0 •
•923.2
•
\919.4V
\ ,
• 1921.4
" Tree 9216 \
X
918.6
1 x
919.3'
91 .0
919'.19
Retaining
Wall
X 26.8
Nce°,
rl 7)913,5 n . A - TC i E 1914.7° X 1916.6 21.2 / X 926.6 1 26.6-, -- 926.6
24.0 X 926.3 926.5
I \ I
I
----...N 1 4"Tree
R 14 ',,, --r*, I+
-1 j (6.-lix 925.3 ocliii
4" Tr ee ---------
INSTALI-SILT 1 FENCE (ryP), ---..k?
x 926.1 \ 926.3
6 xrTree • 5. Rock construction entrance must be repaired or
replaced when the rock becomes inundated with
07 sediment and/or excessive sediment is being
'24.62 tracked from the site. Repairs shall be made
OE within 24 hours of discovery, or as soon as
field con-'*- .fl_ ..NL
R 6X2
FP
14/Tree
_
•
PINE'
7.5
924.5 •
• • ex • Conditions of Demolition oving
4' construction fencing shall enclose exi ing b m t perimeter and
excavations with slopes steeper than 1: inimum
5' posts buried l' and spaced at a maxi 0' on center.
Enclose stockpiled soils with properly installed silt fencing.
Property must be restored within sixty (60) 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 sixty (60) days of the
building demolition/move.
• • • Iv- • • • • • • • 924.6 Reber .02 .02 923.8
172\.‘59'-tvleas.
72.9\- Pl-at), 923.0 Q91 2
923.9 .P.C-T W65771 (06 /4? x
fpx1232.2,234
\
2. t V7.9-1.41.0043
WORK HOURS: TR:
';Vik,NADTEPROIRATLASB' D PS LE TOILETS
;HALL NOT BE STORED IN
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pm Saturday
NO WORK ON SUNDAY OR HOLIDAYS
Existing
Existing
Existing
Well
Electric Meter
Power Pole
07
924.62
OE 5.
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 Ji of the
height of the device. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
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 shall be mode
within 24 hours of discovery, or as soon as
field conditions allow.
40 10 20
PROPOSED BUILDING ELEVATIONS
913.0
TC Lowest Floor Elevation: 917.8
912 9 Topx(it3F5ogndation Elevation: 926.5
Garage Slab Elftvation (at door): 926.1
First Floor Elevation: 9520
(P evioti,s FTh=927. 3) ;
to
920.3
x 9145
X 913.3
• • •
91 ""15.3A4
CE" BE
913.7
•• Ili •
13.4
I 0923.2
913.5
TC
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
201
926.4 '926.5 \
t±1.3 ft.
/ /, `Vncroachm en t
1*.)
2.2214-3
9erf x 924.9 er-Th
j
Di E „ •
X 921.0
913.0
)1400 8
OE
T3 7912.9 1-8"Tree\
RLS,-24992
1 8" Tree
• --- 8"-fie"4
4'ist
( IN FEET )
915
2
NOTE:
(
X 925.3
STORM WATER AND EROSION CONTROL
INSPECTIONS SHALL BE CO PLETED ONCE
EVERY 7 DAYS OR WITHIN 4 HOURS OF A
RAINFALL OF 0.5 INCHES IR GREATER.
3
924.0
x 923.2
/
/20184
//_41, _68.52
x 923.2 HS
923.5
PROPOSED
RFT. WALL
_924.0
923.8
1
->4 924.0 923.4
923.0
927.0
926.5
20250
926.24
BD
x 924.7
201
1 .-"T?et-
:R 14
X9
4 925.3
914.
14 PINE'''.
917.5 Rebar 924.6
\ 172.59 Meas.
`(172.9 Plat)
921.2
923.8
923.9 923.0
924.2
x x
920.7 916.6 x \\\ 919.1 915.5
x 9209 x 921.3
2 213g24.73 0234 -69.86 tm 77-77 777) HS
or.
2
.2t8
p25.02
"'04E5
%
\
\
2000 5
914.15
Relaar
.e
20008 \
9146 2
gde"
913.9
TC
914.0
TC
914.1
at)-
:91173. M e9c6.
20773.9 -
WELL (gt
EM
0
x 000.0
x Co o o-op
-0--
HYD
crf' TB
II
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
LEGEND
,•
• 1921.4 923.6
914.7°
913.2
TC
913.1
TC
413.3
TC
Denotes Existing Trees as noted
Denotes Existing Tree to be Removed
-• • • - Denotes Proposed Silt Fence
Denotes Proposed Rock Entrance
ccDco Denotes Proposed Retaining Wall
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.
2 of
REVISIONS
3
a
5
b.
DRAWN BY:
DESIGNED BY:
ISSUE DATE:
BUS
I hereby certIfy that this plan, specIlimtion
or report was prepared by me or under my
aired supervision and that I am a duly
licensed 9rofesslon9I Engineer under the
laws of the State el-Minnesota
Name: Brian). Krystofiak, P.E.
Signature
Date: 7/9/14 License 0: 25063
ST
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I hereby certify that this plan, spedfication
or report was prepared hy me or under my
direct supervision and that I am a duly
Licensed Professional Engineer under the
laws of the State of Minni.ola
Name: Brian Krystoflak,
Signature: „4-4144,51—
Date: 7/9/14 License O. 25063
3
of 3
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES
INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE INFRASAFE — 27" DEBRIS COLLECTION DEVICE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS
SILT FENCE
ANCHOR W/ METAL
T-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)
=II I-
I 1=1 I =I I__11E111E1 1-
1 -1E1 I 1=1 -I 1 1E711 1-' 1
- 11 I I
' I I
UNDISTURBED SOIL
TREE FENCE
ANCHOR W/ METAL
T-POST OR WOOD
2"X2" STAKE
COPOLYMER BARRIER FENCING
(48" HEIGHT)
11E111E1111 II 1 1 =-111-_-111-=1 I 1 17- -
UNDISTURBED SOIL
BIOROLL DETAIL
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.
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"x2" WOODEN STAKE
10" EMBEDMENT DEPTH
F 7.0w 45°
NOTES:
1. ENDS OF BIOROLL SHALL BE A MINIMUM OF 6" HIGHER THAN BOTTOM 4 FLOW PATH.
2. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL. 040411
3. SEE MNDOT SPECS 2573 & 3889.
• 0
<20/i op
ROCK CONSTRUCTION ENTRANCE
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
2'x3' HDPE FRAME INSERT
EMERGENCY
OVERFLOW PORTS
- 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 NEENAII R-3250-A OR R-3250-1 (MNDOT 801)
FRAME CASTING
2X3 HDPE FRAME INSERT EMERGENCY
OVERFLOW PORTS go: 41 4rg
„"m 1-'11 _kV:ft
AnpAr71:941;;74;04
ritorev....e..,
-Stifiretras
414 41.n .1 11 -4
6" MIN.
2" CLEAR
ROCK (MIN.)
HDPE INSERT BASKETS
SHOWN W/OUT FILTER BAGS
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS