1393 Cleome LaneFOR OFFICE USE ONLY
Site Address:
11>9 3 CIe—Gw L
Permit #: l '-1 i nWI
SUB TYPES
Foundation
_ Fireplace
_ Porch (3-Season)
Miscellaneous
Single Family
_ Garage
_ Porch (4-Season)
_ Accessory Building
_ Multi
Deck
_ Porch (Screen/Gazebo/Pergola)
01 of Plex
Lower Level
Pool
WORK TYPES
New
_ Repair
_ Siding
_ Retaining Wall
- Addition
_ Fire Repair
_ Reroof
Move Building
— Alteration
Water Damage
_ Windows
_ Demolish Building*
Replace
Egress Window _ Solar
"Demolition of entire building -give PCA handout to
—
applicant
DESCRIPTION
Calculated Valuation
1170,-LM . 9
Occupancy jRG-1.
MCES System
Plan Review
Code Edition 114NQC.-Zj:Lc,
SAC Units
(25%_ 100Q�
Zoning
City Water
Census Code
Stories
Booster Pump
# of Units
Square Feet
PRV
# of Buildings
Length
Fire Suppression Required
Type of Construction
- ,IN3
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation ✓ioFoundation Before Backfill
V Roof: / Ice & Water ✓Final)
Framing 30 Minutes ✓ 1 Hour
Fireplace: _Rough In _Air Test _Final
Insulation
V Sheathing
Sheetrock
Fire Walls
Braced Walls
Shower Pan
Meter Size:
v Final / C.O. Required
Final / No C.O. Required
HVAC _ Service Test Gas Line Air Test _ Hood
Pool: _Footings Air/Gas Tests _Final
Drain Tile
Siding: _Stucco Lath _Stone Lath _Brick _ EFIS
Windows
Retaining Wall: _ Footings — Backfill _ Final
Radon Control
Fire Suppression: _Rough In _Final
Erosion Control
Other:
Reviewed By:� Z1 z , Building Inspector
RESIDENTIAL FIE
ES►b •`'`' - i5='
Calculated Valuation g65 A 495.73 -1.7,o+vL-"
Base Fee .� � t" X 45.73 IWOqu
Plan Review `r.�ei _ t�a�j 3l yt7.r i1ti15y,°
State Surcharge q�
!F. �'ch x +
MCES SAC -�---�
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Radio Read
Other:
Copies:
TOTAL $ 0.00
1 —
For Office Use ®.._._._._._._ — — — -.._.— -w — .,..I
//��'��yl
0'0 j Stormwater Management Permit #: � k0l-
I
EAGAN j Building Permit #: 17--�5 3-q2 I
I Escrow Deposit:
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I I
I l
(651) 675-5300 1 waterres@cityofeaaan.com I Staff: I
-------------------------
STORMWATER MANAGEMENT PERMIT
Date:
3/30/2022 Parcel B Cleome Wilderness Run Lot 22 Block 2
— — _ Site Address:
/
Description of Project:New Home Construction�� � �C'� ✓1/1 /' L �,�}�
Area of Land BeingDisturbed: Lot 4/15/2022 Date: : 7/30/`20J22C"
_ _ Start Date: Completion Date: _
Please submit a Land Disturbance and Stormwater Pollution Prevention Plan with this application.
Name: TTCP 6513368767
Phone:
Property Owner Address /City /Zip:
9531 W 78th Street #135 Eden Prairie, MN 55344
Contact: Melvin Moore Email: mlmoore00@yahoo.com
Applicant is: Owner -✓ Contractor
Stri ht Line Construction LLC QB771891
Name: g License #:
N 2nd Street Unit 208
Address:129._ City: Minneapolis
Contractor M N 55401 6126694227
State: — Zip: _.,_..� Phone:
Contact: Brian Haas Email: brian@hrhhcompanies.com
Erosion and Sediment Control Performance Security
The City requires an escrow deposit to secure performance of erosion and sediment control (ESC) requirements, including proper
installation and maintenance. The security shall pay for any City costs or expenses to bring the site into compliance with the
stormwater management permit, including any engineering, legal, or administrative expenses; inspections; and necessary work by
City contractor(s). The City may extract from the security escrow. The escrow deposit will be released only upon inspection and
written notice of conformance by the City.
The following escrow deposits include two (2) required City inspections, initial and final.
Existing Single -Family Residential Lot (addition, demolition, pool, retaining wall, etc.) $1,300/lot
New Single -Family Construction $3,900/lot
Multi -Family or Commercial Construction (new, addition, demolition) *M$6,500/acre*
*Maximum of $12,000
Erosion and Sediment Control Reinspection Fee (for as needed City reinspections after the two (2) included) $85/tri
Security Amount: $3900-000
The applicant assumes all responsibilities for installation and maintenance of pollution prevention practices on this site.
Any violations of City Code identified by the City shall be addressed within 48-hours of service of the notification.
The applicant understands that failure to maintain pollution prevention practices within the time allotted by the City
notification, will result in enforcement action to correct site deficiencies that are in violation of Sec. 4.34.
The issuance of this permit constitutes a right -of -entry of the City or its contractors to enter upon the construction site for
the purpose of completing ordinance enforcement and/or completing corrective work.
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and
work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which
requires a review and approval of plans.
The undersigned accepts full responsibility for compliance with the Stormwater Management Ordinance of the City of
Eagan and agrees to comply with the Stormwater Pollution Prevention Plan or valent in full.
Brian Haas x
x
Applicant's Printed Name plicant's Si ature
Performance Security Release
The following information will determine to whom the escrow deposit will be returned. Security will be returned in the form
of a check.
Name: Brian Haas
Address (City /Zip:
494 La Grandeur Somerset, WI 54025
Phone: 6126694227 Email: Brian@hrhhcompanies.com
Amount
FOR OFFICE USE ONLY
SUB TYPE
X_ Stormwater Management Permit
Permit Number:
WORK TYPE
Apartments
Multi Family
X Single Family
DESCRIPTION
_ Addition Demolition Pool
X New Retaining Wall Other:
REQUIRED INSPECTIONS
X Initial Inspection
XFinal Inspection
SECURITY
Erosion and Sediment Control Deposit (6501.2257) $3,900
Other:
Total: Z�,3,yUU
Commercial/Industrial
Public Facility
4/7/2022
Reviewed By:
"` "rW Brian Leyendecker Water Resources Date:
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TREE PRESERVATION PLAN REVIEW —INDIVIDUAL LOT
! r t /
/ EAGAN
Date Building Permit Application Received 3/31/22
Development Wilderness Run Second Addition Lot 22 Block 2
Site Address-1 393 Cleome Ln
Builder Straight Line Construction LLC Contact Brian Haas
Telephone 612-669-4227 E-mail Brianp_hrhhcompanies.com
Property/Lot Owner Name TTCP
Telephone 651-336-8767 E-mail mlmoore00(a yahoo.com
Office Plan Review — Date 4/4/22 Notes No Tree Pres Plan filled with Building ap
Information sent 4/4/22. Tree Inventory Received 4/13/22. Initial tree inventory review
includes tree removal over allowable limit. Required Mitigation calculates to 5 Trees.
Trees can be split between lots 1389 & 1393 Cleome Ln. Update 4/25/22 Mitigation will
be provided throuah cash dedication.
Tree Preservation Data
Total Significant Woodland Area
Total Significant Trees
Woodland To Be Removed
Trees To Be Removed
Allowable Woodland Removal (20%)
Allowable Tree Removal (20%)
Required Mitigation YES (or) NO
Original Plan - 2.5
Revised Plan -
Original Plan
sq. ft
94
sq.ft
24
sq.ft
19
Revised Plan
Calculated Mitigation Amounts
Category A 5 Category B Category C
Category A Category B Category C
q. ft
ft
ft
Site Inspection— Date 4/15/22 Notes Tree removals complete. Home locations staked
Several small trees marked with green ribbon have Critical Root Zone conflicts with Home
stakes. (CRZ encroachments resolved by On -site meeting 4/22/22)
G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx
Original Tree Preservation Plan Approved — Date 4/22/22 By AS
Forwarded to Inspections — Date
4/25/22
By AS
Discussion/Meetings with Builder/Owner - Notes
Revised Tree Preservation Plan Approved — Date By
Forwarded to Inspections — Date By
Additional Field Inspections
Date Notes
Date Notes
Date Notes
Date Notes
G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx
Was the approved Tree Preservation Plan followed?
If no, was additional mitigation required? YES (or)
Final Site Inspection — D
Additional Notes and/or aerial photo image
YES (or) NO
NO (If yes, describe additional mitigation below)
(insert aerial image or draw map of site)
:\Forestry\Tree Pre servatinn\Tr.. c—e.,,--- -- o_..:_.. .. .
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Tree Preservation Plan
Required Tree Protection
For 1389 & 1393 Cleome Ln
3 i
2 �
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yr ���t•ri�Y�rrr�
ti
lip
^• 4
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• � i
EAGAN FORESTRY DIVISION
REVIEWED BY: A. SCHNAIBLE
DATE: 4/22/22
EAGAN
?" City Inspection Dept. Copy
City Forester Copy
Applicant/Builder Copy
INDIVIDUAL RESIDENTIAL LOT
TREE PRESERVATION PLAN SUMMARY
CITY OF EAGAN FORESTRY DIVISION
651-675-5300
(BUILDER, PLEASE READ ATTACHMENTS)
Development WILDERNESS RUN 2ND ADDITION
Lot Number 22 Block Number 2
Address 1393 Cleome Ln
Builder Straight Line Construction LLC I HRHH Companies
Phone Number: 612-499-1758
Contact: Troy O'Connell — Project Manager
Tree Protection Requirements:
X Tree Protection Fencing (Orange Poly Fence) to be installed and
on -site until construction completion
Oak Tree Pruning (immediately seal wounds during April 1 to July 31)
Therapeutic Pruning Required
Retaining Wall To Be Installed
Other:
Replacement Trees:
X Not Required: subject to mitigation if allowable limits are exceeded
As Follows: Five (0) Category B trees (>= 2.5" caliper deciduous
trees, or >= 6' conifer trees) to be installed.
Attachments:
X Yes (Refer to attache I 9Au Q Ws6FaQ1RESTRY DIVISION
No REVIEWED
Additional Notes: BY ApL�
_6_a_j&asLg ( I
25—/Zo2v
TREE PRESERVATION PLAN - 1393 Cleome Ln.docx
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution Date Certificate
panel.
Mailing Address of the Dwelling or Dwelling Unit City
1393 Clleome St Eagen
Name of Residential Contractor MN License Number
Highpointe Homes BC794997
THERMAL ENVELOPE
RADON CONTROL SYSTEM
Type:
Check All That Apply
X
Passive (No Fan)
a)
or other system monitoring
o
Location (or future location) of Fan:
F
�0
y
a
m
a)
as
U
Q
C
3
°
.N.
m
—
U
_
O
d
-
a)
m
7
n
Q
m
D]
ate)
U
s
a)
-00
c
Insulation Location
>
°
O
Z
N
as
m
T
N
O
v
Q
O
-0
L
w
T
Ln
m
@�
o
c
21
aV
�
a)
E
m
E
m
m
o
-a
—
p
F°
z°
u-
�
i°
J_
2
of
w
Other Please Describe Here
Below Entire Slab
X
Foundation Wall
R-15
I
I
Ix
Perimeter of Slab on Grade
R-10
I
I
Ix
Rim Joist (1st Floor)
R-21
X
Rim Joist (2nd Floor+)
R-21
X
Wall
R-21
X
Ceiling, flat
R-49
X
vcnu 1y, vawLcu
R-47
I
I
Ix
Bay Windows or cantilevered areas
R-30
I
Ix
Floors over unconditioned area
Describe other insulated areas
R-30 I I I ix
Building envelope air tightness:
Duct system airtightness:
Windows & Doors
Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U:
0.18
X
INot applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):
10.24
R-value
MECHANICAL SYSTEMS
Make-up Air Select a Type
Appliances
Heating System
Domestic Water
Heater
Cooling System
X
Not required per mech. code
Fuel Type
Gas
Electric
Electric
Passive
Manufacturer
Bryant
Rheem
Bryant
I Powered
Model
Legacy1915
Bradford White
13 Seer 1128
Interlocked with exhaust device.
Describe:
Rating or Size
Input in
BTUS:
40000
Capacity
in Gallons:
50
Output
in Tons:
1.5
Other, describe:
Efficiency
AFUE or
HSPF%
95.5
�os7
SEER
/EER
13 SEED
Location of duct or system:
Basement Trusses
Cfm's
Residential Load Calculati
i
Heating Loss
35964
Heating Gain
11695
Cooling Load
14793
6"
" round duct OR
MECHANICAL VENTILATION SYSTEM
I .metal duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Select Type
Combustion Air Select a Type
Not required per mech. code
X
Passive
Heat Recover Ventilator (HRV) Capacity in cfms:
Low:
High: I
Other, describe:
Energy Recover Ventilator (ERV) Capacity in cfms:
Low: 160
High: 1110
Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s), describe: lBathrooms
I jCfm's
Capacity continuous ventilation rate in cfms: 180
Cfm
X
"round duct OR
Total ventilation (intermittent + continuous) rate in cfms: 1110
"metal duct
Builders Associaton of Minnesota version 101014
Rhvac Residential &light Commercial HVAC loads - �Itte Software IDe�elopJltent; Inc
Au_er5teel`{Plymouth) Central Healing & Coollnq
RVM666.,MW55441e
6
Total Building Summaty Loads
Component - v - c Area Sen: _- Lai Sen _ Total:'
Descri"tion' ... _- uan
:Loss- Gain
Gain = . _Cain;
Marvin: Glazing -Custom Window, U-value 0,32, SHGC 173.5
4,829 0
3,719 3,719
0.34
11P: Door -Metal - Polyurethane Core, U-value 0.29 45
1,136 0
313 313
15BO-10sf-4: Wall -Basement,, R-10 board insulation to 466
2,190 0
0 0
floor, no interior finish, 4' floor depth, U-value 0.054
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 1925.5
10,889 0
1,663 1,663
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
168-50: Roof/Ceiling-Under Attic with Insulation on Attic 1040
1,810 0
998 998
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation, U-value 0.02
21B-20: Floor -Basement, Concrete slab, any thickness, 2 880
1,455 0
0 0
or more feet below grade, R-3 or higher insulation
installed below floor, any floor cover, shortest side of
floor slab is 20' wide, U-value 0.019
22D-10pm: Floor -Slab on grade, Vertical board insulation 32
955 0
0 0
covers slab edge, turns under slab and extends 4'
horizontally, any floor cover, R-10 insulation, passive,
heavy dry or light wet soil, U-value 0.343
20P-30: Floor -Over open crawl space or garage, Passive, 160
487 0
45 45
R-30 blanket insulation, any cover, U-value 0.035
Subtotals for structure:
23,751 0
6,738 6,738
People: 4
800
920 1,720
Equipment:
0
2,400 2,400
Lighting: 0
0 0
Ductwork:
0 0
0 0
Infiltration: Winter CFM: 92, Summer CFM: 48
8,499 747
669 1,416
Ventilation: Winter CFM: 100, Summer CFM: 100
3,714 1,551
555 2,106
Exhaust: Winter CFM: 100, Summer CFM: 100
AED Excursion: _
00
413 413_
Total Building Load Totals:
35,964 3,098
11,695 14,793
-
Total Building Supply CFM: 522 CFM Per Square ft.:
0.272
Square ft. of Room Area: 1,920 Square ft. Per Ton:
1,557
Volume (W): 14,452
Buildiri ;Loads s
Total Heating Required Including Ventilation Air: �rk'4A;964' Btuh
35,964 MBH
Total Sensible Gain: 11,695 Btuh
79 %
Total Latent Gain: 3,098 Btuh
21 %
Total Cooling Required including Ventilation Air: + 1$j93 Btuh
4�,23 Tons Based
On Sensible + Latent)
-
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according
to the manufacturer's performance data at
your design conditions.
na.,,..,t, ea Ono) n•an onn
S stem l Room Load Summaiy
IV t
---.wntj I---
1 Foundation
880 14,378
192 2-6
495 4,152
692
195 195
2 Main Floor
1,040 17,872
239 3-7
408 6,988
855
327 327
— Ventilation
3,714
_ 555
1,551
^
System 1 total
1.920 35.964
432
11,695
3.098
522 522
System 1 Main Trunk Size:
9x12 in.
Velocity:
696 ft./min
Loss per 100 ft.:
0.103 ln.wg
Coolin 3 s em Siam a :
4 ram- r.; -z .s-;s - r
4 f kim � �
Net Required:
1.23 79% / 21 %
11,695
3,098 14,793
E u me t Dafa:_.
Type:
Heating System
Natural Gas Furnace
Cooling SySBt mm
Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency:
0 AFUE
0 SEER
Sound:
0
0
Capacity:
0 Btuh
0 Btuh
Sensible Capacity:
n/a
0 Btuh
Latent Capacity:
n/a
0 Btuh
KA___L An- I)nnn A.40 t-)hA
E!(te Software Development, lric ;:
Auer Steel (Plymoufh) C�ntral;Heafinq & Coolfr�,q
Rhvac `Residential &Light Cotpmerclal HVAC LoadsPI
Y-ii-aou N 55 .,
.... , ,
a e:8.
Detailed Room Loads -
Room 1- Foundation Average Load Procedure
Calculation Mode:
Htg. & clg.
Occurrences:
1
Room Length:
27.5 ft.
System Number:
1
Room Width:
32.0 ft.
Zone Number:
1
Area:
880.0 sq.ft.
Supply Air:
195 CFM
Ceiling Height:
9.0 ft.
Supply Air Changes:
1.5 AC/hr
Volume:
7,920 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers:
2
Actual Winter Vent.:
45 CFM
Runout Air:
97 CFM
Percent of Supply.:
23 %
Runout Duct Size:
6 in.
Actual Summer Vent.:
37 CFM
Runout Air Velocity:
495 ft./min.
Percent of Supply:
19 %
Runout Air Velocity:
495 ft./min.
Actual Winter Infil.:
36 CFM
Actual Loss:
0.153 in.wg./100
ft. Actual Summer Infil.:
19 CFM
{em Area U Htg - Se Clg Lat Sen
HTMc. _. y- -_ -.Gain _ M:GaiJ
S -Wall-I5BO-10sf-4 28.5 X 4
114
0.054 4.7 536 0.0
0
0
S -Wall-I2F-Osw 28.5 X 5
125
0.065 5.7 707 0.9
0
108
W -Wall-I5BO-10sf--4 44 X 4
176
0.054 4.7 827 0.0
0
0
W -Wall-12F-Osw 44 X 5
202.5
0.065 5.7 1,145 0.9
0
175
N -Wall-12F-Osw 28.5 X 9
214.5
0.065 5.7 1,213 0.9
0
185
E -Wall-I5BO-10sf-4 44 X 4
176
0.054 4.7 827 0.0
0
0
E -Wall-1 2 F-Osw 44 X 5
220
0.065 5.7 1,244 0.9
0
190
S -GIs-Marvin shgc-0.34 0%S
17.5
0.320 27.8 487 19.7
0
344
W -GIs-Marvin shgc-0.34 0%S
17.5
0.320 27.8 487 35.9
0
629
N -GIs-Marvin shgc-0.34 100%3
42
0.320 27.8 1,169 10.6
0
445
Floor-21 B-20 32 X 27.5
880
0.019 1.7 1,455 0.0
0
0
Floor-22D-10pm 32 ft..Per.
32
0.343 29.8 955 0.0
0
0
Subtotals for Structure:
11,052
0
2,076
Infil.: Win.: 35.8, Sum.: 18.9
839
3.964 3,326 0.312
292
262
AED Excursion:
154
People: 200 lat/per, 230 sen/per:
2
400
460
Equipment:
0
1,200
Room Totals:
14,378
692
4,152
nn.,,-k is )now A•40 Dnn
LA'
ut "
71
e9
Detailed Room Loads - Room 2 - Main Floor Average Load Procedure
Calculation Mode:
Htg. & c1g.
Occurrences:
1
Room Length:
32.5 ft.
System Number:
1
Room Width:
32.0 ft.
Zone Number:
1
Area:
1,040.0 sq.ft.
Supply Air:
327 CFM
Ceiling Height:
9.0 ft.
Supply Air Changes:
2.1 AC/hr
Volume:
9,360 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers:
3
Actual Winter Vent.:
55 CFM
Runout Air:
109 CFM
Percent of Supply.:
17 %
Runout Duct Size:
7 in.
Actual Summer Vent.:
63 CFM
Runout Air Velocity:
408 ft./min.
Percent of Supply:
19 %
Runout Air Velocity:
408 ft./min.
Actual Winter Infil.:
56 CFM
Actual Loss:
0,085 in.wg./100
ft.
Actual Summer Infil.:
29 CFM
item - j Area
U
Ht t _ Sen
g
- C1g_
Lat
Sen
= -
Descri tion .. � ;. f. -:�, _.::.� ,. _,_:: • uaritit .... 'Value � __ . 'HTM ..._:. _ .. Loss _: HTM- �` � .:_-.-Gatn .. ' ..;Gain=.
S -Wall-I2F-Osw 28.5 X 9
192
0.065
5.7 1,086
0.9
0
166
W -Wall-12F-Osw 44 X 9
360
0.065
5.7 2,036
0.9
0
311
N -Wall-12F-Osw 28.5 X 9
236.5
0,065
5.7 1,337
0.9
0
204
E -Wall-12F-Osw 44 X 9
375
0.065
5.7 2,121
0.9
0
324
S-Door-11 P 3 X 8
24
0.290
25.2 606
7.0
0
167
E-Door-11 P 3 X 7
21
0.290
25.2 530
7.0
0
146
S -GIs-Marvin shgc-0.34 0%S
8
0.320
27.8 223
19.6
0
157
S -GIs-Marvin shgc-0.34 0%S (2)
22.5
0.320
27.8. 626
19.6
0
442
S -GIs-Marvin shgc-0.34 0%S
10
0.320
27.8 278
19.6
0
196
W -GIs-Marvin shgc-0.34 0%S
36
0.320
27.8 1,002
35.9
0
1,294
N -GIs-Marvin shgc-0.34100%S
20
0.320
27.8 557
10.6
0
212
UP-Cell-I613-50 32.5 X 32
1040
0.020
1.7 1,810
1.0
0
998
Floor-20P-3010 X 16
160
0.035
3.0 487
0.3
0
45
Subtotals for Structure:
12,699
0
4,662
Infil.: Win.: 55.7, Sum.: 29.3
1,305
3.964 5,173
0.312
455
407
AED Excursion:
259
People: 200 lat/per, 230 sen/per:
2
400
460
Equipment:
0
1,200
Room Totals:
17,872
855
6,988
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-Utility pole
X 907.5 (141.65 plat) X 908.7
X 912.3
9� x 912.3
CONSTRUCTION
ENTRANCES AT
DRI VEWA YS
EROSION CONTROL ADDENDUM
4--PROPOSED SILT
o FENCE (Typ.) (�
-Edge of trees �J�J •
ht��clz-
u 0
�^ ~� SERA"G
o °- 0 30 60 90
"t o
00 o
10 GRAPHIC SCALE IN FEET
-�-STORAGE/MATERIAL
O STORAGE AREA
---Chain-link fence 24
906.2
---PROPOSED DRAINAGE,
UTILITY, INGRESS, EGRESS,
AND DRIVEWAY EASEMENT
SURVEYORS NOTES:
DRAINAGE &
-UTILITY EASEMENT
11,974 s.f. +/-
FOR
GATEWAY HOMES
LOTS 22 & 23 BLOCK 2
WILDERNESS RUN SECOND ADDITION
DAKOTA COUNTY, MN
LOT 23 APPROX. IMPERVIOUS SURFACE AREAS
HOUSE
1,299 s.f
GARAGE
596 s.f.
PORCH
40 s.f.
SIDEWALK/DRIVEWAY
1.614 s.f.
TOTAL 3,549 s.f. (30%)
13,058 s.f. +/-
LOT 22 APPROX. IMPERVIOUS SURFACE AREAS
HOUSE
1,040 s.f
GARAGE
424 s.f.
PORCH
50 s.f.
SIDEWALK/DRIVEWAY
771 s.f.
DRIVEWAY TO LOT 23
667 s.f.
TOTAL
2,952 s.f. (237.)
CLEOME LANE
THIS DRAWING IS PROVIDED AS AN ADDENDUM TO
CERTIFICATE OF SURVEY DRAWINGS, FILE NO. 22150 &
22151, DATED 0311712022, TO SHOW EROSION CONTROL
MEASURES AS REQUIRED BY CITY OF EAGAN.
BENCHMARK: TOP NUT OF HYDRANT ® S. W. QUADRANT OF
GARDEN TRAIL & CLEOME LANE. ELEVATION = 896.43
Address: 13xx & 13xx Cleome Lane, Eagan, MN
EROSION AND SEDIMENT CONTROL INSPECTION SCHEDULE.•
• Every 7 days of exposed soil areas
• Within 24 hours of a half inch rain event
• Every 30 days of areas that are stabilized but
construction activity continues
• Prior to resuming construction following on extended
pause in activity
EROSION AND SEDIMENT CONTROL MAINTENANCE SCHEDULE.•
• Within 24 hours, remove any sediment build-up on
perimeter control devices exceeding 1/3 of the device
height or storage capacity.
• Within 24 hours maintain or replace any
non-functioning pollution prevention devices or
practices.
• Within 24 hours or sooner if directed by City staff,
remove any deposited sediment, debris, or trash from
adjacent properties, streets, or sidewalks following
discovery.
• Within 14 days after land disturbing activities have
stopped, temporarily or permanently stabilize exposed
soils.
FINAL STABILIZATION:
Hydroseed "Sunny Delight" (90% Bluegrass, 10% Rye)
I hereby certify that this survey, plan, or
report was prepared by me or under my
direct supervision and that I am a Licensed
Land Surveyor under the laws of the State
of Minnesota.
Date 04/06/2022
Trace C. MCC
License No. 44531