HomeMy WebLinkAbout7A - Developer/Builder Forum
MEETING DATE:
AGENDA #:
PREPARED BY:
AGENDA ITEM:
DISCUSSION:
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
CITY COUNCIL AGENDA REPORT
August 7, 2006 @
7A
Frank Boyles, City Manager
CONSIDER APPROVAL OF A REPORT ON THE DEVELOPER/BUILDER
FORUM RECOMMENDATIONS.
Introduction
The purpose of this agenda item is to identify the customer service
improvements to be made to the City's building and planning processes as a
result of the Developer/Builder Forum.
Historv
The City Council established the Communications Advisory Committee earlier
this year. The Committee has various objectives. One objective is to solicit
input from city customers regarding how the City can provide better service.
Accordingly, on June 8, 2006, a Developer/Builder Forum was conducted at
the Wilds. Almost thirty developers and builders were invited to attend, both in
writing and by personal phone call.
The forum was a success with six of the City's largest and most active
developers present. Three builders were represented as well. City staff from
Building and Planning and Public Works Departments were present together
with Mayor Haugen, Councilmember LeMair and Councilmember Millar. Joe
Schmitt from the City Attorney's office facilitated the discussion and City
Attorney Pace was present as well.
Current Circumstances
The Planning and Building and Public Works Department, as well as the
Development Review Committee have met on various occasions to review the
notes from the forum and address each item as it is listed. Attached is a July
20, 2006 memorandum from the Development Review Committee which
addresses customer service improvements for each of the topics raised at the
forum.
I have taken the liberty of sharing the July 20, 2006 memorandum from the
Development Review Committee with developers and builders who were
invited to the forum (whether they attended or not). I have asked them for their
input with respect to the proposed revisions.
Conclusion
It would be appropriate for the City Council to share its perspective regarding
changes we are proposing for customer service improvement purposes.
www.cityofpriorlake.com
t1i6h~ %2.it47:4i30 1 ~~952.447:4245'c
ISSUES:
FINANCIAL
IMPACT:
ALTERNATIVES:
RECOMMENDED
MOTION:
There are a number of issues associated with this agenda item:
1. Not a great deal of detail is provided regarding publicizing the standards
and customer service improvements because Communications
Coordinator Mike Peterson has not had a chance to review this document
since he joined the staff only a week ago. We will be asking that he
formulate a multi-media plan for this purpose.
2. The standards identified assume receipt of a quantitatively complete
application. However, there may be times that the processing period is
longer because of a qualitative deficiency in the application materials which
requires time to the applicant to remedy.
3. Modifications are required to our computer software to track permit
issuance by each standard. We will need some time and assistance to
make these changes. Nonetheless, we would like to implement the
changes even though our tracking system is not fully implemented.
4. The only suggestion the DRC has recommended is that we retain our
current policy in the issuance of model home permits. The request was to
issue permits with Class 5 road surfaces rather than bituminous surface.
The DRC cites public safety and preservation of City equipment as reasons
to retain the existing policy. We do try to work with developers on model
home permits to help them promote their developments.
The financial impact is difficult to ascertain. The customer service
improvements are consistent with the 2030 Vision and Strategic Plan.
1. Accept the report and direct implementation of its contents including a
more defined means of publicizing these improvements.
2. Take no action and direct the staff to prepare additional information.
Alternative #1 .
'. .. .~
::;l;i;'~8;' :- crU'li
Memorandum
TO: Frank Boyles
DATE: July 20, 2006
FROM: Development Review Committee
RE: Developer/Builder Forum
In response to the June 8, 2006 email soliciting input related to the
Builder/Developer Forum, the DRC offers the following comments:
BUILDING PERMITS
· What are logical classes of building permits based
upon time required for review and approval?
- Class I: Non riparian homeowner improvement projects
applied for by the homeowner or general contractor (decks,
lower level plumbing, heating, fireplaces, pools, additions
and porches). The majority of these permits receive an
immediate review as the applicant waits.
- Class 2: Single family detached and attached residences.
- Class 3: Riparian new home projects and homeowner
improvement projects applied for by the homeowner or
general contractor (including: decks, lower levels, fireplaces,
pools, additions and porches).
- Class 4: Mechanical permits which do not require a plan
review.
- Class 5: Commercial and Multiple family residential
projects
h:\builder-developer forum. doc
· For each class what standard for approval time can
be established which will challenge us but at the
same time be achievable 95% of the time?
FOR COMPLETE APPLlCA TlONS
- Class 1: Non riparian homeowner improvement projects:
the majority of these permits receive an immediate review as
the applicant waits.
- Class 2: 10 working days
- Class 3: 12 working days
- Class 4: Immediately; no plan review required
- Class 5: 30 working days for large projects; 15 working
days for small projects
· How do we go about tracking permits issued each
month to see to what extent we are meeting our
standards?
A time tracking document has been implemented which will
log timeframes for all aspects of the permit review process
(attached). The time tracking sheet will be attached to each
building permit, which will require a review by the building,
engineering, and/or planning departments. Permits which
are issued immediately will not be tracked. In 2005 - 376
permits received a review by two or more of the
departments. A spreadsheet will be implemented to record
the progress of the permits and a monthly report will be
generated to indicate if time frame standards have been
met.
· How do we go about publicizing the standards and
our achievement of them?
A placard will be attached to the front counter stating our
standards (attached).
h:\builder-developer forum.doc
· How do we get the template survey to those
requesting permits so this does not continue to be a
major source of delay in the permit issuance
process?
A template survey (attached) and survey requirement
handout (attached) will be distributed to large volume survey
companies at the beginning of each calendar year. New
building contractors and homeowner applicants will receive
the template and handout at the time of their initial contact
with the City.
· How best do we share our internal building permit
checklists with contractors?
In the future, we will offer contractors and new applicants
our internal building permit checklist and have it available in
our kiosk (attached). Handouts include, but are not limited
to: accessory structures, fences, lower level finishes, survey
requirements, stucco information, house wrap, porches,
pools, re-roofing, residing, and singe family construction.
INSPECTIONS
· How do we help applicants to show the
preconstruction condition of sidewalks, aprons and
the like so we do not fight about who is responsible
at CO time?
A statement has been added to our Residential Single
Family Worksheet stating that the applicant has visually
inspected the sidewalk and curb and that there are/are not
cracks in walks or curb (attached).
· Who should prepare a brief procedure for soliciting a
second opinion if they disagree with an inspector's
interpretation? How do we share with contractors?
Should the applicant disagree with the building inspector's
interpretation, the applicant has the right to file a grievance
with the City of Prior Lake. Building inspectors will be
provided informational cards to handout to the applicant in
the event this situation arises (attached).
h:\builder-developer forum.doc
VARIANCES
· Should we formalize the process and documentation
of the track record of PC and CC with similar
variances?
Staff will continue to review with the applicant the previous
outcomes experienced by similar variance requests. In
addition, an annual report will be available, detailing the
previous actions of the Planning Commission and City
Council.
· To what extent can staff suggest alternatives that do
not require variances without becoming the
petitioner? In short, how do we assist without going
too far?
Staff will continue the practice of looking at all site specific
alternatives available to the applicant.
ANAL CERT OF OCCUPANCY
· Consider whether to require an as built survey of the
grading.
Random cities were contacted to determine which require
as-built surveys (survey attached).
DRC believes it would be appropriate to require as-built
surveys at the time of foundation inspection. The following
procedure will be utilized; the general contractor will order
an as-built survey after the foundation is erected. The as-
built survey will be reviewed by the engineering department
to assure compliance with the grading plan. The
engineering department will notify the building/inspection
department of approval or denial of the as-built survey.
CONCEPT PLAN
· Who should prepare a standard construction plan set
to be emulated by petitioners?
Template plan sheets (attached) will be available for the
following:
Sanitary sewer and water main
Storm sewer
Street construction
Grading Plan
h:\builder-developer forum.doc
· Do we include the template survey and engineer
drawings here as well?
A template survey and engineering drawings will be
accessible at this point in the process as well (attached).
· How do we encourage petitioners to consider ponds
and topography in their concepts?
The previously optional predevelopment meeting will
become standard for all concepts. The predevelopment
meeting will offer staff the opportunity to discuss site specific
concerns (tree preservation, bluffs, ponding, PUD criteria's,
etc).
PRELIMINARY PLATS
· Try to get all department DRC comments back to
petitioner at the same time.
In the future, all initial planning, engineering, and building
department comments will be sent at the same time.
· Give them and idea of when the comments will be
returned.
When the letter is distributed notifying the applicant that the
submittal is complete, it will include a specific date to
anticipate comments from the DRC.
· Keep the number of memos down to a minimum.
All comments (planning, engineering, and building) will be
consolidated into one memo.
· Communicate to engineers and surveyors only
through the petitioner.
In the future, at the predevelopment meeting the
petitioner/applicant will be asked to designate a primary
contact who will receive comments during the process.
h:\builder-developer forum.doc
FINAL PLAT
· When do we go over the development contract
document with them ASAP after preliminary plat
approval?
Prior to final plat submittal, the DRC will host a meeting to
discuss any outstanding preliminary plat comments and
the development contract. At that time, the DRC will provide
the developer with a copy of the development contract
template.
OTHER ISSUES
· Can we issue a model home permit before blacktop
with appropriate restrictions?
There are a number of reasons that the City should maintain
its requirements in the development contract to restrict
model homes until the curbs, gutters, and the first lift of
pavement is installed. They are as follows:
. Pavement facilitates the conveyance of water off of
the driving surface which in turns protects the
supporting material for heavy truck equipment such
as fire trucks and medical emergency vehicles. In the
spring and fall rains, heavy vehicles can sink in water
laden road materials hampering rescue efforts to the
site.
. Curbs are used to set the height of the house off of
the street elevation. By not having curbs and grades
established, house can be set too low which results in
poor drainage away form the house causing water
problems inside the house.
. By not having streets installed, City inspectors are
hampered from access to construction sites, and
utility inspections. City inspection vehicles are not
equipped for traveling across rough terrain.
The DRC will work with the developer to locate the most
appropriate location for the model and trailer to allow for the
earliest timeframe.
h:\builder-developer forum.doc
· How do we encourage those who are skeptical about
PUD that we all end up with a better subdivision?
The DRC believes that as we have more experience with
PUD's, we will have clear examples demonstrating how
PUD's can provide quality developments, while benefiting
the community at large.
h:\builder-developer forum.doc
PERMIT TRACKING FORM
Address:
Description:
Application Received:
Date
Days Elapsed
Initial Review Conducted
Applicant Called with Corrections
I Corrections Received
I Corrections Reviewed
I Final Review
I Applicant Called
I
I
I
I Date Received
I Initial Review Completed
I Corrections Received
I Corrections Reviewed
I Final Review
I Applicant Called
I
Date
Days Elapsed
Date
Days Elapsed
Date Received
Initial Review Completed
Corrections Received
Corrections Reviewed
Final Review
Applicant Called
Initial Review Time
Correction Review Time
Initial Application Date
Final Corrections Received:
Applicant Called W /Corrections:
Final Applicant Call Date:
Total Days Elapsed:
Total Days Elapsed:
The following is the order in which the different classes of
building pelluits will be processed along with the
established time lines for initial review of the ptlluit
application:
Class I: Non riparian homeowner improvement projects
applied for by the homeowner or general contractor.
Includes: deck; lower level plumbing, heating; fireplace;
pools, additions and porches. The majority of these pelluits
receive immediate review as the applicant waits.
Class 2: Single family detached and attached residences.
Ten (10) working days.
Class 3: Riparian new home proj ects and homeowner
improvement projects applied for by the homeowner or
general contractor. They include: deck; lower level'
fireplace; pools; additions and porches. Twelve (12)
working days.
Class 4: Mechanical pelluits which do not require a plan
review. Immediate when no plan review is required.
Class 5: Commercial and multi family residential projects.
Thirty (30) working days for large projects; fifteen (15)
days for small projects.
J:\LETRMEMO\DEVELOPMENT REVIEW MEMO.doc
DRAFT PERMIT T1<ACKING DRAFT
Class 1- Non riparian homeowner improvement projects.
Permit Number
06-0578 Accy Bldg
06-0619 Addn.
06-0618 Alter.
Average
Bldg
1
5
2
2.67
Initial Review
Plan
nJa
nJa
nJa
Engr
nJa
7
nJa
7
Bldg
1
Called ---
Plan Engr I
nJa nJa 1 3
nJa 1 8
nJa nJa 1 3
1 4.67
1
Class 2 - Single Family detached and attached residences
Permit Number
06-0583
06-0585
06-0648
06-0637
Average
Bldg
4
3
11
6
3.50
Initial Review
Plan
nJa
nJa
nJa
nJa
Engr
6
3
9
5
3.50
Called _
o 6
1 4
2 13
1 10
1 8.75
Bldg
o
o
o
3
3
Plan
nJa
nJa
nJa
nJa
nJa
Engr
o
o
o
o
o
Class 3 - Riparian new home projects and homeowner improvement projects
Initial Review Called --
* " ' ,: ~:, "':~ ;il ':., '~~.
~~..." ."X", '.~ '~,,~.:, ' :t.
Permit Bldg Plan Engr Bldg Plan Engr
Number
06-0579 11 5 6 1 1 2 1 13
Residential Survey
City of Prior Lake Requirements
About
this
handout
Section 1109.500 of the Zoning Ordinanc;e requires the issuance of abuilding permit prior to the
construction, alteration, or expansion of astructure.Thls bandoutpresenqs the mlnlmumlnfonna.
tlon required ona survey submitted with abutldlngpermit application.. AU requirements listed.
Intend to be general. Please contact the Planning Dep!lrtmentat(952) 447.9810 for Information on
your specific project.
MINIMUM REQUIREMENTS
FOR ALL SURVEYS:
. Location of all existing and proposed structure(s),
including future decks
. Front, side, and rear yard setbacks
. Easements of record
. Street name, location, and width
. Lot area and dimensions (Note: On lake lots, only
land above ordinary high water mark is considered part of
lot area.)
. Existing catch basins, manholes, etc.
. Legal description
. Signature of licensed sUlveyor
. Original survey date and revision dates
. Scale
. North arrow
ADDITIONAL REQUIREMENTS FOR
NEW RESIDENTIAL STRUCTURES:
. Elevations:
- At property comers
- Existing grade at all proposed grade locations
- Proposed at structure corners
- Lowest floor elevation
- Garage floor elevation
- Top of block elevation
- Top of curb at center of driveway
- Grade at offset hubs or side property lines
. Arrows indicating direction of surface water run-off
. All wetlands and wetland setbacks
. Significant trees 6 caliper inches or larger; include
existing location, size, type, and removal plan
. Erosion control and rock construction entrance
. Dimensions of eaves, cantilevers, fireplace, etc.
. Well and septic location, if applicable (Note: Permits
for well and septic must be obtained from Scott County
Environmental Health at (952) 496-8177)
ADDITIONAL REQUIREMENTS
FOR CONSTRUCTION IN
THE SHORELAND DISTRICT.
. Ordinary high water mark and proposed setback(s)
(see Planning Department for specific ordinary high water
level)
. Total impervious surface (Note: On residential lots,
impervious surface is limited to 30 percent. Impervious
surface worksheet required.
. If averaging shoreland setback, note setbacks of adja-
cent structures within 150 feet
. Bluff areas: (Note: See the Planning Department for
a determination on your project.)
A bluff is defined where:
1) The slope rises at least 25 feet above the
ordinary high water level of the water body;
2) The grade of the bluff to a point 25 feet or
more above the ordinary high water level
averages 30 percent or more; and
3) The slope drains toward the lake.
. All structures are required to be set back to the point
where the upper end of a segment at least 25 feet in
length has an average slope less than 18 percent
. Provide location and elevation of top and toe of bluff
. Proposed and existing one (1) foot contours for all lots
without an approved subdivision grading plan
ADDITIONAL REQUIREMENT
FOR CONSTRUCTION IN .
THE FLOODPLAIN DISTRICT,
. Elevations 15 feet beyond the limits of any structure.
16200 EAGLE CREEK AVE. SE, PRIOR LAKE, MN, 55372.17141 Ph (952) 447.4230 1 Fax (952) 447.4245
NAME OF REGISTERED LAND SURVEYOR
CERTIFICATE OF SURVEY
Legal Description: LOT
SCOTT
-.
,
~
1, BLOCK. 1, ABC ADDITION
COUNTY, MINNESOTA
(JJE:2J DENOTES EXISTING ELEVATION
<3b'. ~ DENOTES PROPOSED ELEVATION
161 67 INDICATES DIRECTION. OF SURFACE DRAINAGE
156'.50 : ~~~~~~~T G~~g~ ~t~:TI6~EVATION
_165. LL = TOP OF FOUNDATION ELEVATION
-
q t4>/ --
/'
SCALE: 1" = 30'
XXXXX WILDWOOD COURT
LOT AREA: 19,816 so. FT. ~S)
HOUSE AREA: 3,783 so.FT.]
EX 1ST ("'6
1~OU5E:
~@) ~/J)
\ j _ "'w.o.
~@ (1E.4)
NOTE: CUSTOM GRADED LOTS
REQUIRE PROPOSED AND
EXISTING CONTOURS
--
--
-
oS>
<r'
..",.
I
/
/
/
f$j],1;J "i- /
/
/'
./'
./
....-'
""
/'
fi64-. 3) ___ ....-' ---
Y- ""....-'
-
/"
.D
~
I
J
/
,/
""
....-'
--
....-'
---
,L ""....-'
9~/
./
-----
---
h.
I^
"':, ~
r"' "
--- -
/'
,/
qb~ ./
/'
~
~
''6'
DRAINAGE AND
UTILITY EASEMENT
I hereby certify that this is a true and correct representation of a tract
hereon. As prepared by me this day of as shown and described
, 20
.'
Minn. Reg. No.
,.,.... ""i:"'~"- ~'-:-~",,;f;4,
"." '1- "'""'''! ,I"
".'1 ..:........;.'".,.
.~,,~... .,
Residential Building Permit Checklist
New Construction for Single or Two-family Dwellings in R-1 or R-2 Districts
Reviewed by:
Building Permit #
Address:
PID:
Legal: L
, B
Subdivision:
Existing Structure? YES I NO
CONFORMS TO ZONING
ORDINANCE
~ Yard Setbacks: NA / FAILS/ COMPLIES
· Front Yard (can be 20' if avg. wlin 150')
. Side Yards
. Sidewall exceeding 50' requires additional side 2"
setback for every l' over 50' in lenQth
. Rear Yard
. Patio Door: provide for minimum 10' deck or sign
statement indicating no deck will be built in the future
. From 100 year flood elevation of wetlancl/NURP
pond
. From OHW (Prior or Spring Lake)
, Floor Area Ratio: NA / FAILS / COMPLIES
I Yard Encroachments: NA / FAILS /COMPLlES
Eaves and Gutters no more than 2 feet in width and no
closer than 5 feet to a lot line (Easements).
Ale and other equipment cannot encroach on interior
side yards.
'Tree Preservation: NA / FAILS / COMPLIES
. Total caliper inches
I. Permit 25% Removal
I. Caliper Inches Removed
I. Caliper Inches Preserved
I. Replacement
L:\TEMPLA TE\BLDGLIST.DOC
Date:
Zoning:
Existing Nonconforming Structure? YES I NO
YES
NO
Standard
25'
10'1
25' if abutting a street
Proposed
1 0' setback +
2"/1' over 50'
25'
1 0' sidel
25' rear
30'
75' or setback average of
adjacent structures, but no
less than 50'
.30 Maximum
Standard
Proposed
Standard
Proposed
~:1
, Driveway: NA I FAILS I COMPLIES Standard Proposed
. Maximum width at property line 24'
. Required setback 5' from side lot line or
30' from r-o-w on corner lots
. Maximum slope 10%
. All parking areas to be paved including R-V or
spaces adjacent to the garage
. Location to match subdivision grading plan
, Building Height: NA / FAILS / COMPLIES 35' Maximum
, Shoreland District: NA / FAILS / COMPLIES Standard Proposed
Minimum lot area (square feet) 7,500 Rip, 7,999 Non-rip
Minimum lot width 50' Rip, 57.3' Non-rip
Shoreland alterations
Impervious surface 30% Maximum
I Bluff in Shoreland: NA / FAILS / COMPLIES Standard Proposed
. Setback from top of bluff By planning dept.
I · Bluff impact zone 20' From Top of Bluff
I · Engineering certification submitted/approved By City Engineer
I · Grading in bluff or bluff impact zone No importing/exporting
, Floodplain: NA / FAILS / COMPLIES Standard Proposed
. 100 year flood elevation 908.9' Prior Lake
914.4' Spring Lake
. Lowest floor elevation 909.9' Prior Lake /
915.4' Spring Lake
. Proposed lowest floor elevation Must be l' above flood
elevation for new and existing
structures. If existing
structure was constructed
9/19/90-11/22/97 then
additional foot is not required.
. Elevations 15 feet from structure Must be flood elevation or
higher
. Road access must be no more than 2 feet below 907.9' for Prior Lake
Regulatory Flood Protection Elevation 913.4' for Spring Lake
1 Accessory Structure: NA / FAILS / COMPLIES 1 Standard Proposed
. Size 832 sq.ft. or 25% rear yard
. Not located in front yard (Materials)
. Side yard and rear yard setbacks 10'
. Maximum height 15'
. Materials compatible with principle structure
L\TEMPLA TE\BLDGLIST.DOC
BUILDING PERMIT #
P.I.D.#
CITY OF PRIOR LAKE
SINGLE FAMILY WORKSHEET
NAME OF GENERAL CONTRACTOR:
ADDRESS OF PROPOSED PROJECT:
SQUARE FOOT FLOOR AREA
FIRST FLOOR (INCLUDE 4-SEASON PORCH AREA)
SECOND FLOOR
BASEMENT FINISHED
BASEMENT UNFINISHED
GARAGE
DECK
3-SEASON PORCH
SCREEN PORCH
NUMBER OF FULL BATHROOMS
NUMBER OF HALF BATHROOMS
SEWER AND WATER CONTRACTOR:
NAME
PHONE #
NUMBER OF GAS FIREPLACES:
INSTALLER:
NAME
PHONE #
NUMBER OF WOOD BURNING FIREPLACES:
INSTALLER:
NAME
PHONE #
MECHANICAL CONTRACTOR:
NAME
PHONE#
FURNACE:
AIR CONDITIONER:
AIR TO AIR EXCHANGER:
CHECK ONE: DYES
CHECK ONE: DYES
CHECK ONE: 0 YES
DNO
DNO
DNO
PLUMBING CONTRACTOR:
NAME
PHONE #
WATER METER SIZE: CHECK ONE: D 5/8" (STANDARD)
D I"
D 1W'
o 2"
o THE CONTRACTOR HAS VISUALLY INSPECTED THE SIDEWALK AND CURB AND THERE ARE NO CRACKS.
D THE CONTRACTOR HAS VISUALLY INSPECTED THE SIDEWALK AND CURB AND THERE ARE CRACKS IN THE
D SIDEWALK 0 CURB
ATTENTION APPLICANT: YOUR BUILDING PERMIT APPLICATION WILL NOT BE ACCEPTED UNTIL ALL REQUIRED INFORMATION IS
COMPLETE.
J:\FORMS\Single Family Worksheet.doc
"The contractor and/or homeowners have the right to file
a grievance with the City of Prior Lake with regard to
any inspections performed by the Building Department.
Please direct any grievances or complaints to the
Building Official."
Robert D. Hutchins
Building Official
Direct Dial 952.447.9851
E-mail: bhutchins@cityofpriorlake.com
J :\LETRMEMO\DEVELOPMENT REVIEW MEMO. doc
AS-BUILT SURVEY SURVEY
Northfield X
North St. Paul X
St. Louis Park X
St. Paul X
Medina X After final grade
Elk River X
Coon Rapids X
Shakopee X Before CO
Mound X After fmal grade
Farmington X Only SF for about six years
now
Chanhassen X See notes
Anoka X Only in flood plain
Golden Valley X After rough grade
Cambridge X
Lino Lakes X Prior to final CO
Also shooting fdn.
Hutchinson X
St. Michael X See Notes
Vadnais Heights X
Owatonna X Only in flood plain
Andover X
Ramsey X Only when lot has I % grade
or less - See Notes
Rosemount X On final grade
Lakeville X
Savage X Prior to sod
New Prague X
Bumsville X After foundation inspection
Belle Plaine X
Coon Rapids X
Farmington X
Winona X
Inver Grove Hts. X Before final CO
See Notes
Champlin X After final grade
Before sod
Hopkins X
Oakdale X
Mounds View X
Albertville X After final grade
Lakeville X Unless requested by
Engineering Dept.
St. Cloud X
Additional Notes From:
The City of Chanhassen
1. Yes, with the exception if the weather prohibits the as-built survey from being
completed at the time the CO is issued, the City collects a $1,500.00 as-built
escrow until the as-built survey is submitted and approved, then the escrow is
released.
2. The lot must be graded to the approved grades on the survey submitted at the time
of permit approval. Although, the city does not require the sod to be in place, the
driveway must be in and it must be concrete, asphalt, paver blocks, or an
approved hardcover surface approved by the City of Chanhassen.
The City of Ramsev
1. The City of Ramsey has an as-built requirement only when the lot in question has
1 % grade or less. As-built surveys are then required once the house is built before
CO is issued, which is prior to sod.
The Citv of Champlin
1. The City of Champlin requires an as-built survey before issuing the CO. They
accept a $1,500.00 escrow deposit to issue the CO prior to work being complete.
The City of Inver Grove Heights
1. If the sod is not in place the CO can still be issued with the provision that
groundcover needs to be established within one year after occupancy and soil
erosion control must be maintained until turf is established.
2. Ifthe closing takes place during the time of year when the final grade is not
possible, the contractor must submit a foundation as-built survey and enter into a
$2,500.00 escrow agreement with the city. The final grade as-built must be
submitted by June 15th for approval. After approval, the escrow is released to the
builder and the CO can be issued.
The City of Albertville
1. Requires as-built surveys for all residential and commercial new construction.
Require an as-built survey prior to sod, but after rough grade. We do issue a CO
if they put an escrow deposit down. The as-built survey must be submitted and
approved prior to sod installation. Once approved, they can sod and then we do
an inspection and release their escrow.
The City of Chaska
1. We have the builder give us escrow money at the time of the final inspection
before they get their conditional CO. We get $750.00 if the sod is not yet in and
$750.00 if the driveway is not in. When they call in to get their escrow money
back, we make sure that we have an as-built survey and then go out to check if the
sod and driveway are in. At that time, we release the escrow.
SANITARY A: W"'1ERUAlN CONSTRUCTION NOlES'
1. SANITARY SEWER SERIIICE WYES ARE
STAlKlNED FROU DOWNS1REAIol MAHHa..ES.
2. ALL SANITARY SEWER Ie WATER MAIN SERIllCES
SHALL EX1END 10' PAST RIGHT Of' WAY.
3. ALL SANITARY SEWER SER\IICES SHALL
BE 4. P.V.c. (SDR 26). 'MTH A
III1I1U11 SERlllCE GRADE Of' 2X.
4. WA lER SERIIICES ARE 3' UP STREAII FROII
SANITARY SERIIICE, EXCEPT AS NOTED
AND HA~ AN 8' BURY.
5. ALL WATER SERlllCES SHAlL BE l'
(TYPE "K") COPPER.
6. ALL D.LP. WAlER MAIN SHAlL BE WSS
52 UNl.ESS 01HERWlSE NOTED.
7. CURB BOXES SHALL BE LOCATED 10' FROII RIGHT Of' WAY
OR 10' BOC lJI PRIVATE "'."=.:>.
i~.i~:..:.L~..f
BLOQ( 6
r LOT STA. IIIV. CS
100000T 1+13 51.2 61.2
1 1 1+29 48.0 58.0
'2 0+47 48.1 58.1
3 0+59 48.9 58.9
4 0+47 49.6 59.6
5 0+69 , 51.2 ,61.2
2
QUTLGT ..
51'" 18+88.81
HYDRANT
12.x6' TEE W/6. G.V.
12'-6' D.I.P. Q.ASS 52
O. ElEV.-962.6
8l.llQ( 16
I LOT STA. IIIV. CS
o IOUllOT 0+84 49.8 60..3
01 10 0+05 41.0 51.1
I 11 0+88 47.6 57.6
12 1+83 53.2 63.2
13 0+82 55.0 65.4
14 0+29 52.8 I 62.9
15 0+53 48.5 I 59.5
16 0+50 j 47.5 I 57.5
17 I 1+20 I 47.0 I 57.5 ,
oRSER\IICE DEPTH GREATER THAN 10' AT ROW
8. ALL UTIUlY CONFUCTS SHAlL BE RESOlVED
ACCORDING TO PRIOR LAKE STANDARD SPEClFlCA OONS.
9. ClJITRACTOR IS RESPONSIBL.E FOR ALL tRENCH DESIGN
AND IIEE11NG ALL OSHA REGULA nlJls.
10. MAINTAIN 10' HORIZONTAl AND 1.5' \'ERntAl
SEPERAnlJl ,,"', "".:.wJ SANITARY SEYlER AND WA1ERMAIN.
11. ALL GATE VAl~S SHAlL BE RESILIENT SEAL VAl~S.
12. ACnVAOON Of' WA1ERMAlN SYSTEM SHALL
BE PERF'ORIIED BY CTY PERSONNn ONlY.
13. DEflEcnlJl TES11NG FOR AlL NON-RIGID PIPE SHALL BE
CONllUCTED AFTER THE FINAl BAC<FI.L HAS BEEN IN PLACE
FOR 30 DAYS.
14. THE SEWER AND WATER SERIIICE SHALL BE INa.uDED
IN THE rn<.=<JRE AND LEAl<AGE TES11NG REQUIREIIENTS
FOR THE MAIN UNES.
15. CHIMNEY SEALS REQUIRED ON ALL MANHOLES
16. HYDRANT FlAGS ARE REQUIRED AS 5HOYIW ON DETAIl.
AND THE CONTRACTOR SHAlL FURNISH AN ElORA HYDRAflNDER
PER HYDRANT. CONTRACTOR MUST ALSO FURNISH lJIE EXTRA
Of' EAOl Of' THE FOl.lO'MNG. 12' G. V., CURB BOX KEY, AND
HYDRANT MENCH TO BE 0El.E1/EREO TO THE CTY PUBUC
WORICS DEPT.
HYL:r-~A!~T
};~~~E:tf~::f~~~~ \~\\
;~. ",.".,.,:."",~~~n~~ '0'
9 ~ ~;.!~~ //< ~\
lIE \\
L&.I H\
bI_ l~\
\
14
16
~i
\~
'jMH~'.i:: ~
12
W\LDS
R\DGE
@
~. . ~'f-
'---.
~
..... W!.lO.S... .R.!. P.G~...............
.... -..
9 BENCH ......RK
TNH 4<45' NORTH Of' CO. RO. 82
lJI YtlLOS PARlCWAY
ElEV. - 963.12
TNH 885' NORTH Of' CO. RD. 82
ON YtlLOS PMlXWAY
ElEV. - 950.39
/
............................................................ .....................................................................
-- .
2.5 sp 100
l
GRAPHIC SCALE IN FEET
17. ALL G.V. AND CURB STOPS NEED RISER ROO EXlENSlONS
..........................................................
. .
. ... ....
:..9.7.5..:::::::;.. ::;;; :...::::.:;::;.:.:;.;; .:.:..:::: ::;
",.
.....
.,
. .,~
.. .... ............ . ... .. ..... . . ....
..................10.",.................................................
. . :'.:..::"
.. .
.......................................................................................................................
':::.;.;.:;;:;.:::::;;:;:.::.:.:::.:;:;:::..:;;;;:..97.5..:
---:I11I6C:..--...--
':. .
....... ... ... ..'>< . ..... .... . ... ..... .............,..:......:.i~L.......:.....~J!_L"LL_l~~,~cL....:....
-.. ...::K~~~H~l~::
;..;..;..0-;-. .:: ::i ~:: ' ..J..,.. .
. .,.... ?~..... . .. , , .. ' , .. .. '. .".. ~ .....~ !. L ';, ; :. ;. :. :. :. ;;. '. " '.~l/l o:!. ". '. '. :. :. '. '. '. !. ;."
:::..: :~: ~~ ~~:;: ;t5Cl': ~~~: '8~ ~$QIt~, ..'..""..... .... _"'
'::::81'..' 63
~..:. .:. .....'. ........:. ..::... .f.... .... .:,...r~?-r.r5*~'..~;;;~:. :..'J.~G.. j.? ~.r:.,..~.: ..~~. ....:
"w
"z Jj: :::: '. .... ..... ........ ".',
: :J N
::~ .:.i~:::
'-.J ~~.. ..... ... .... . .. ..... . ...
: : Pi III \I-! : ; : : : ; : : : : : : . : : : : : : . : : : : . : . ; . ; : . ; . ; . ; . ; : : : ; : : ; : ; : ; : ; ; . . . : : : . : . ; . : . ; ; . ; : : ; : . : . .. . : . : . : .. : . : : : . . ; . : ; . . : .. . : . . " ; : . . .. ; ; ; ; : : ; : .. : : : : : : ; ; .. .. : . . : " .
25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50
... ...
::;:;::;.:;:;;;.;:::::;::::::::;:.;:::;:::::::;:;:..97.0..:
:..9.7.0. .:;.:..:.;;:;;:. .;::::::.:::::::::.:.: ::::;::: :;;:;
. .... ..
:..9.6.5..:;;.::::;.:; ;;..;.:.:....::::::;;::;...:::;.;;;;:.
;.;;:;.;::;;::..::;:::.:.::::::;::::.:;:;;:;:.::;:..96.5..:
.... ..
:..9.5.5.. :;:..;:.;.:;. ;;;.;:.:;:;:::::::::.:;;::;::;::;;;:;
...... .
:;;;;:;:.:..:;::;..:;;:::;::::;.:.;;.;:::::::;::::..96.0..:
. .... .... ....... .
:..96.0..:;:;;:::;;:;.;.;..::::::::::::::;::;:::;::.;:;;;:;
.. ... ....
;;.:;;;:::.;:;::::.:::;:.:::.:.:.:;:::;:;;;;;;;:::..90.5..:
~ . . 9.5.Q. . ~ ; ; ; : ; : : ; : ~ ; ; ; : : ; ; ; : ~ : : ; : : ; : : ; ~ ;; : : : ; ; : : ~ : ; ; ; ; ; : : ;
. . . .
:;;;;;;;;:;;;;.;;::::::::..:;:;.;:;:;:;:;.;:;;::::..90.0..:
~.. 9.4.5. . ~ . . : : : :.: ; ~ : ; : :. ;.: . ~ .;:.. :: .; ~ .:; ; : ; :; : ~
~ . . 9.4.0. . ~ : . : ; ; ; : : : j . : ; : : : : : : ~ : ; ; : ; . ; : ; ! : ; .
..... .... ... . .
;:;;.::;::.:;.::::::..::.;.;.:; :.;:.:.:::::::;;:::..94-.0.. ~
. . . . . . . . . . : . . : : : : : . . : . ; : : : : . : : : : .. : . : : . : : ~ .
.. . .... .. .... ... -.
............................................................
a'VIL~&.UID~
. ~:i;meering
I.AIID Ian'n'CaS J.AJmICAJ'I! AaOIIB:n
2. an CCNMENTS CF 7-21-0:5
J. ary CCNNEHTS CF 5-2J.05
.....No.
SANITARY SEWER & W ATERMAIN
CITY PROJECT #03-31
J.t:.rrhRS POND - SOUTH PHASE
fINAL PIANS\IOQI9.SOl1J'H..)J.s.DWO
(~l""".,
, '" . ~endota Heights Office
. ~- -~ (763)...
A
,--....... ....-.........
.........,lIiteCl" :'., -.,',.__1
- ...., I.icaIMd PIal...... EIlP-
.....6eJMrs IllIhe s-...~
N_
Ilw .....,.
.........
1.7..a.os
2."""
"""
.!!!!!-I
"'-
J-1I-05
~,_....... M1J.u..~."" ....."""
PRIOR LAKE. MINNESOTA
6 J, 28
I
.. 915..
..910..
..905..
.. ao.o..
.J~9.S..
.. a9.0..
.. ae.s..
.. ae.o..
..a7.S..
("
. ..... ..... ..... .... ... ..
...; 'i~: ~~. 'f~~~jj: .~!..i:; <;;:.
.., .,,,:~~. 'iiiiOj!; . . 020 . . . .. ......
n~:~:~~~~~:l .~~.< .T:
..... .~.-:':"'"... .... ..................
..
;"FiRciPOSEIi:
. :GRAIlE ...
;IN.:...::: ~ :2!><.:.:: ~:.::.:::.
.. ........ .~m..............
:.,;... ...:.t~..:.~.:<:L;.!!:::' :':.
:~~o.~;-~~(::..:.
.-. ..... ,-
.............................
..... ......
.. . ....... . .
.......................................
-0' ....
... . . .
.....::::::::::..............:...:.....
".-.
...
........................................
. -.. ." .
.................................
. . . . .. . - .
.................................
-~~
c:rva._ Lt.IlD~ IAIID~ ....a-..--...r-.:D
-.
_ . ~endota Heights Office
,.......
i'.:.. :~',.: ".
..........."..~+....
I iii~:":.
'>>>>i-;: . :...
. .",~j!;j!;iki' .. ..
...................
. . ~~ : .
:..:...:~~.......
~~~.. . .
.. .... ..
. L... :...: ·
"f..S~f;"'<
.~;: ......~......:..
. ...~~:.::::.
. . 0 1.00x .
.. .1~.'~~ i:h:5: .
.;.;;;;;;.;;;;;;.;..
. . . . . ". . . . . . .
::...;..:"':'i-":::::" .
...................
. . . . .
..
. . . . . . . . . .
BENCH "'ARK
1NH 445' NORlH OF co. RO. 82
ON WILDS PARKWAY
ELEV. - 963. I 2
1NH 885' NORlH OF CO. RD. 82
ON WIlDS PARKWAY
ELEV. - 1150.39
o ~ ~ 100
f I
GRAPHIC SCALE IN FEET
I
t tiUY 1Jl I
41 40 39 38
37 36
STORM SEWER SCHEDULE
llIf... SlRUCT. IlEEHAH/NUNIClPAL
CASlIlG
CB NUIolBER SIZE ...EQUAL
CllllH-810 48. iliA. R-3067V
I CBI.Hltl 48. iliA. R- 3067V
I CBIIH,12 48. iliA. R- 3067V
I 1oIH-813 48" iliA. 11U11-301 A
I CIlllIf-814 48. iliA. R- 3067V
I CB-815 24.)(36. R-3067V
CIlllIf-816 480 iliA. R- 3067V
~.. CB-817 24"X36. R-3067V
..." .>+... CB-818 24.)(36. R- 3067V
CB-819 24.)(36. R-3067V
CB-820 2T iliA. R- 4342
. ......
I ~~=-~~'=1 H-.e
: ...., ~""'eaiDaIIe.p....
j _..._ "'... _"'- ....No. ~ -'--
~ 3
-~2
-~1 W
STA: 17+8J -:>-:> :-i"-" ^J
~~~-816~
-- ' "7'
2=~ftt--2~_- "
\ I. .
~. "
~:..:.;,;,;,<:.:.:,;
~ ICB__Il2Ol-==f)~:~
"1f.. ~... )'..
" GO I
.~._.-!!:l!!._.~._1 15+00
I. I I .---;-
. .., . t
. . '. . . . '.' '. '.' :::1',,:<:<:: ........
----;----->--~/~>---
1lH-813/ PARK ~~~~~~\4.72
STA: 11+03.26
----
.
>
,
.lr-
I
I
I
I
I
I 1 4 I
: L:J- ---O:J ~:J::J=: ~J
1 _ _ _ - :.:.:::.=-
~
>,
, >
lCB-815I
ST A: 17+62.30
~-----
---------------
. . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . : . . : : . : . . . . . : . . . : . . . . . . . . . : . . . . . . . : . : : . . . . . . ~ : : . : : : : : .
..................................
.. .. _. "0"
. . . . .
......... ;;~;;.;;lil;;;.....
"8 'iii" ...
. : . ~~'o,:; ~~~ .
.! 'R>'I 'Wl>
'. IE. ~o;:i: -i !g~ :
. .d....~..
....;;: ;~~~~:<,: ~~~;...;.;:
. .... ..... ... . ... ..... . -.. ... -. ..
...........................:.........:.........:......'0::"'::"'::':":':'::::':":::::::':':'
. .....- . ... '.' . .
...................::::........:.........::.....:.:
~:~:;r'. .
~;ag::
. I i-lam. .
.~~~;.:......:;.:;........
. ..
..:...... i...,.... .I........:!:..:..:....,.......:.........:.........:.......,.:,.,..:.............:........ ~~.~ ~~~~~!.,. i....:....:.:...:...
.; ; ;; . . ; . ~. : ; ; ; . ; . . ~.. ;:;.. .. ~ ; : : ; ; ;; ;. ~ .. .;. ; . . . j .; .; : .; ; . ~:;: . ; . . .. ~. . : . .. . ; . ~:. . : : : :. . i . . ; ...: :. j : ::: . . :: ~ ~~ :~~~~~~~: . : . ~: . . .. . . : ; ~.. .: : . . ..
:...: 'i~=L;' }~,~i'l ... ...1.... ...jJ..:I.....):.... ....,.. .~.~rr.~:-j;1~;..
. .. . .. . 11I11I .. . .... . ...."'!!l . . . . : 0> 11Odi_I';J>'
: . '.. : . . : ">: .' '. : .: . is:>. : . :.: . .. 34~' .' ~ ~ . : . . . . . . . .:Z: ~ . .z. . . .
. .. .. .. . .. .. .. .. .. .. .. "'~~.......................... 1_6. -3!:. . .. .. .. . . .. .. . .. .. .. .. . . .. . .. '0 ...!$dlt..: . . . I 1!:2';hll1l Q, - .
: ..: .:... : :'..:. >>,.~,...::": .:'" :' '1.5~ Ra.' Q..'s .:' c.; "'~o-: fi".i~~~~o;;
:......;........';.1...;;...:,:'.;.....:..;.'.:.;1;.;.;...I...:..'l<:.::I.~~~.~~:~.~..~:..-~;.:.;c.::;~...:::..... '~]~:::.~~~L:..::~!r~~.~..',l1~~.:
..........................................,. # Mm,...... ...... ... ~
. ... ",- -"
..................................................
~ : : . : : : : : ~ : : ~ . : . . : : .. : : . . . . . . . . : : . : . . . . . : : .. . ~ . . : . . : . . . . : . : . : : . : : . : . : : ; : . . .. . . : : . : . . . : . . : . . : . : . : : . . ; : : : : : . : . : . . : . : . : . : : . . : . : . : : . . . : : . . . . . . . : . : . . . . : . . . . : .. . : . . . . .
...
.............
2. AJlfROYEDPLANS
I. an CCNMENTS CF 5-U05
-
1.6-21-05
2.&-""
CITY PROJECT 1K>3-31
J.t:..1"t'1:.KS POND - NORTH PHASE
PRIOR LAKE. MINNESOTA
----~
3-1I-<lS~
..
~- -.
.... ..
y
".,
"'-'
"'"""
STORM SEWER
- ..""
fM'~,~'''II.IMolNN1...''siO.~~ 55112
.&'.L.. II II I LILlJ.
/
.. 915. .:
.. 910" :
..905..:
.. ao.o..:
..a9.5..:
..a9.0..:
.. ae.5.. :
..ae.o..:
.. a7.5..:
J042IO-NOO<I1I--""'O
I
20 OF 41
I
~"'~;
....~ ~ ~,
-r
,~ '-
Call 48 Hours before digging
GOPHER STATE ONE CAL~
Twin Citles Area 651-454-0002
UN. Toll Free 1-800-252-1166
~~-r;O:~gR::~~ ~~~ SB~~~:L~L~~F~E ~~E~TING ~
OlIN!}. SURF ACE WAS CREATED FROM THIS TOPO, THEN ~
SURf !>o.CE WAS ANALYZED FOR AREAS EXCEEDING .J...
oPES IN..ORDER TO DEUNEA TE THE BLUFFS. ~
2 FOR AREA OF BLUFFS. ...
@2005JohnON""'&-Associateslnc.. . ...~' " 11 J' -: .'/1 III' L~ .
~J ..' - - \. '\ .... '.8 - '. .. . '''': I. .1 . -; 1'-' \ . -' ~ '7.' Y#,
". " i '')~l~'~ I -:. - -- 1-. b ~,;.-: h) l'
P ~ _ _ _ ---. --. -... ..,. .-' "<',i.\.~ I I. \.~ - ../' ..1. -. - ~-i'\.~ /v' ..J
r -:::- -~--ii: ~. ~ , -'./ ~ --- .~. 7,/~ 7
~ ___ ~,',- "i; I l ~ II~ j'~1 . ~ >"\.', ' ~/ ~,~ /), " " ,--" '....
l' '- '- ~ _ .e.~-= =-' ,- '~ . ,I. ~, ~ . Y: '-., _~'~ 0//~ ~')' '.. . , "
'- .~, [" ,f. ~'~ll '-1/ "''<:; ~ ". '/i...":"! ..0 v/ -/. -'"
~",' I _ I' \ ~I-" - .. ./.: ')uo.. .1Dl~ Il1P1 ~ ~. "/ 'l'" /';/ , :- ,....;~.
_ \_~:,\ '>~ " ,: I /' / l ' I .~~~J~I k, /~' /, ~~~.~ij'" ~ ~ L'.'~. /.
.\~~ ! :~:-J r,j :--.... ~.Ne/'I~ .... ......?~~.7/~~~'i,"./~7:,
\?;:::,~ , 1 J,. ~ 25'R."- ""', '- 1IL' _ /." """ ............~;:;t '~/ '?1) ~ --- .--r / 'j. , /j/ ~M V //A . ,.'.S. . ~
.J l)i'.~ V 'J ,,~... '- '~:, '.J'.//," '// ~/./ _i.~" [~/'J'7'f ~~'/J/i&fi'71'/h
" , 10.00 'r_~.1. p25~ ~ '-- """"~.. Z 'A....;;: 0.. . ~../?: ',) ~,",.1'///~/ 0..,.;: ,
::- ", /'-PROPOSED I \ / / .'/ ':1 u.-....... ... ".::.....~... ~~r~ - . ""~iIn I .... //)/ '/ / / -.' I"'T;. ~~ - -::rs...JJ--'"
~~.%;I ~::: /' /J / I' i' 't ~ ,'/ / \' \ '- ;:~. '" I~~'('>""'''' ~7 L...... I I ~ ~ ,~--;--=:..;;t;-- -- -" - ~..." ~ ~ /
TW-!IlI2.54 '- \. O.....-.i!..n / I ...._... R .. .-~ '6", It.. "f/~ ~/_ r~7 '~ ~ - ::r I' r '\ ,{t~. " ' >i/'.' /- /:,.
~" '-,,' / _ ._~' -- _~ _~ '\..,............ ""- - ~ .i-..-- I. I . '''i~~' /',., ./:i
,;.. _ ~'O.;:,.,- - ~'~'I /, .. ~ ... ............ -~ - - , -- . . . "1'~"~~, <,..
". . ~~ ~,fll,~/1 , \ ,,-~ ;_.~;,.~...... ~- ::::.-~ _ ,int~"" /))~ ).:,
, y~~;~~~I~~' ~- ,;;;1" I .~., ~~~""~~~~~~'~?:~:~~~I~ ..~ ~~\~/~>>iL~
~~ ~ Y/' ~ \ \",\~..:. .' ..... . ' ~ - ;..... ..,. .. ~~ ~"- .~+-;;;;-;;~---~ _0/" _.-d:, \ :_1 'I r-\:\ <!l
. x'J":i' /\ J'...I -r-: }t)Y,~- ....0- - . - t' Ai .....:~~.._.~' -- ~ . p V" '\ ~\ Wi
~~ 7''/ 1 ~-/ - \ \ ',{""""'...J..r ~ "...._ ~'mL.....,_-..:- &1--:::'':''-'' --= '"" .."....".\,-....; , i ~, I '1 ~ " .it
):,. ~~v.-:,,/.~ ~~ 7~...~_b..;, "I;r&. ~ /; ...: - - "";'toc_~ - / .0.""-
7 I"~ /. ,\::::.....L.~ . ,,~.' /~, ~...-Iot..,. ~, --, I \ c" ~
'r?!i". " ~ '" ^. 1.::~v1n~ d:- ~'f,/ '. j- "'l.~ ,-:. -___ . ~......:.....;. ~ ~ / I - ~ I&fIO' 11 TV "!-1 \ '
. _ ~ .. ~__ ..'_' .- . <L~. {fJt'.' \.-- "\" ~ ".,.., -fJ~ ~ ---- ~, ',1 !L~ F~J'II{j .
'r/)r/~ ."-,,. _~-.-~:a.~,~' ~.p.~/ ~,:-.t~:~::~~~~~~~~,...,..1~~l&f!O':....:iAll-etl.oo 2 .",-/;l"/, ' :.~:~
fA /-yl _' ,~ . ' '.. DOO;;;::i. ....... ~~i""-'\""'-;;J.'1oo..:....____---"::" :::'t~~~: , ,. --I I, ~, ~:
~.C.,-/y/; ~ ~,~_~/~~-<.' '_~' '. \......... ~~~~~--.:....--- " ~,~: , /' it.. ,"7~ ~ -~.. ..,/~:: ~
" )' J' ~~ /' ',j // .. ~- ~ " 0"". '. ' ", 1.<' ..i.J~C:::--- ~ '- ...- +-:...... 'J' I't ~~_~..:.-,-~ ~,70;~' --.--.:;..... ~//,-~ .-:
, ,,,'>' / __ ,_ / _ '\ ','. \ ',' *,,~ _.:~~ " _ ~'-_' \ .:-' . -{ .-..---:. ~AY', '
i
.'
L ~\
PROPOSED EXISTING ~, \
~.-" ,7 ~ _ _ _ _ RIGHT-Of-WAY LINE' \ '. \.,.~! r~ ,\ '-. - ... .. _ ..............':":.~. ',+,4 .~. " ~ -'. ~ ~'" "1-955 \;. 'I) ~C71II"", ~ .
-. >., I 'I ,~' - / ~- .' ' :--... "-...
:~~~~:~: L~~: ", ' \ ' ; .', , '-- . .,' .. .- /1 -: / / :7~BT. ~ '.- ....... . ~~ ~ ~ ~ ~ '" ~ ~
- ~ - - ==~. :=~ ~= :~:~~~TL:~E '," \ \ \\\:! '~~ \ . 1- -.. . ,-' .;~,J-' ~ < _._,~::~~+;.~/! 1'- ' '.. ~~" -~ ~- . ~ ~~,-~ ~. ~~
....... \ ,'. \ \\.~\.I.\.. \ \ _ ~~...." ,'i ,,;-~; __ __ __ ..' 'JI!.-' ~....... ~.. .~-
EDGE OF WETLAND \ \ 6' ,~" I.... ~i ,,' ~.;r ... __:' ".- 'K:;",.../" .... . --
WETLAND BUFFER " \"\ \ ,'.", " ,===-_--,:....----" ---:'.~ ~ .-;p. .. /' :".~'.,' --. /- --- . EXISTING
CURB LINE \ \ '\ \ \ \, " . \ -, . /' ".7~ - . /.' -:< ,'" .<..... """ ..:: -- _/ r .. - .. ' .. " WETLAND
\ i I \ \ ;,"'-_ ,...... ..... .. -...- PROPOSED
Zl ~~~I~~El SEWER/ 't'--.. ,~' \ \) ......._~__-- ..d ~ .'> -' l?! C:E LA I{ t- V/"////,/'///1 CONSERVATION EASEMENT
WATER MAIN :'''t--..~.}" '~)"i} \ '\ \ \ ~.&~::~.:--;-:.~---- , ",' ,.- -' .,' TOP OF ICE EI-EVA nON 945.8 ~ ~ ~ '~,..1 WETLAND BUFFER
FIRE HYDRANT W/ ,~ ~ K ~ ..... MARCH 3RD, 2005
AUX. VALVE J . .elM. p~~,...948.00 _,./' __ ... OHIK -- {J.tt5.0 I I WETLAND REPLACEMENT
GATE VALVE '~~0<.(~~~ELEV~:'OO _' .' ,-I PROPOSED PE.R. M!NNl':.'SOTA f),F/.R.
0--44 --{) CATCH BASIN/STORM ,~"""t/ HWl.40 t. .- '~.- - - - - TREE PROTECTION FENCE ~ ROCK CONSTRUCTION ENTRANCE
SEWER/MANHOLE ..., ,_.,-- .. ..,;. . . .... -f:. -..,. '. ~ ,. . - , , - , , - LIMITS Of CONSTRUCTION f . ," "",~
_ .. --< FLARED END SECTION \ .... ~" t' J ,:"" %&_ __ ... / -::. ': ;,;:;~:~.~;?:.;~;;.}(;~ 307. & GREATER SLOPE CONDITIONS
W/RIPRAP \ \, ~:~ ~~ '~''':~.'.'.' ~~~~~ ~-:./".. ABANDON NlY~,.., J WELlS .....r.~~08 TOP OF CURB HEV. + TWIN BLADE STREET SIGN
_,. ---:1!O'''- '_. TOPOGRAPHICAL ... . . ~. ,'.~ -'-;::~,~~,-~ V-. - :r~ GlMRNIlENT ~ PAVEMENT ELEV. (BITUMINOUS OR CONCRETE) -.- TRAFFIC CONTROL SIGN
CONTOUR LINE >~. ._.... . '_":. _.._~~~. / LIIE S10RM 8ASlNJbBELOW NORMAL WAlEft LEVEL
... ~ ~ TYPE III BARRICADE
-"V.. DEDIRGEECTOIOFNTROEFES . '..,,_' ~yA~~ ~Y. .....~OF or:-~~ ~ ~~ B...907.14,9' TW=F1NISHED GROUND AT TOP RETAINING WALL
........ ........ """...... """.... __ .......... BW=F1NISHED GROUND AT BOTTOM RETAINING WALL ""
DRAINAGE/SLOPE PI.ACE 1HESE SOLS IN 10 12 INCH l.FTS AND C y eo D<Ml STREET LIGHT
o 50' 100' 150' COMPACT 10 A IIIN. OF llIllC OF THE MAX. DRY ~=HElGHT OF WALL
, . . I - ,'"..... , IIASED ON THE STANDARD PROCTOR lEST.
I' PI.ACE 1HESE SOLS AT A MOlSlURE CON1ENT A80YE
SCAlE IN FEET 1MEIR OP1IIIIJN MaSlURE CONlENT.
1/,. .., F'BWO'. REQUIRE SlEPS IN GARAGE UP 10 THE FIRST FlOOR (TYP.).
"
.
...--- '"
"
r~-~(f;f
-, ,." ...........
~
"'- '....~
,
--...
,9
""'\
:-...
!-.-
I""
\ ,'~
1
,.! /
W-984.0 I"
/__n II
. I.
, ..
,
IllI
,:,
I
'1
:i ,
/ ~----
I ".
~ /'~ ~I
I ,/ ;~,,'~~':~',~ ' ~.,.' 0 _I-':"I~ G
_/, YI 1;/ ,// I /./ I. .i.
....
r 'I I J' , , {i' r..
, tt!L .. ' I ,,- · --
I ih/ii!, J I ~
/., 4 .... i'.i. f i,' f . ~. II..~\' , k" -----4
. ;1 ,r f! I' \ I L~ ~: "
~7j,t~/ 1: .J : : ! I j ~~ "~~''''' " .. _31,
'f!'-~ -' ! f J I : . {,\ \ \ 'i: ~ ':.-.~~.~ -
,. ; I \ l . '~"-
" ! Ill, " ..., ~
1\~i r{~~~~-~=-:"?" =~-=
a
SILT FENCE INLET PROTECTION
SIL T FENCE
...---
--- '~a
GROUNDjFlNISHED GRADE SPOT ELEV.
W / DR AINAGE ARROW
sa"
V
SOIL BORING
TEMPORARY ROCK DITCH CHECK
SIL T FENCE-HEAVY DUTY
=
~
.....
~
a
~
).
It::
~
~I t;
~~ ...
;~ ~~
~~! i:
i 89 l!ld
It: ~" '" ~ F!
~ =, ~1Il1
c "iii "'1Jj;!i .
~~n~UI9
~;51~16~~
~9@ ..@ ~
i~LH~h
8
~
0;
..
~nuuu.
~ ~~~HUH.
iN~I'JJfJ."IIIID.
~~ .".... 111 IG ,... . DI 5! ~
8' -
..... .,' I -_I ~ i
N .... -
~ r ~
~ ~... ~ ~
.. ..' ~ - ~.
~ ~ 9 ~ .:1
z;Z:~li:li:i
"C)J;O
~i3~!i:'2~~
QccoiSl!!li:
~
I,
.i .30
'7 ~r6~~1
I: "O...c:
t~"U
.!!-G"h;
:51-~.!
o...1j~S
=:0:5.200
~."OI.
._ E c_:5
I~':h
.2
A'~H!
E 8.ti-
: t~:3:5
I
" ~
i<
.
f!
t ~
u; 0
'"
II
If
\>
ej
~I
~1
Vl
w.
ct:Z
o~
:I:-
Vl~ Ii:
>-~~
ct:o:
00
~-
~R:
:I:
~
...J
0..
CI
Z
~
PS
SHi20' /
/ OF 23
\
I
cr ...
3S'_
3S'_.
~[ J;~~
ho.S"t t7.5" I
, ...
MOUNTABLE OJRB 6: GUnrR
~
OUTLOT B
-
II'MMDUI IUA ccutSE (aHIOT 2>>1- T"IK 414)
Q.ASS-S .. ~ IJIIf:SnltC' lASE
~ -=-=- AM) IUIliIItADE NEIOANIN)
OUTLOT 0
112, ~< ('In
~[[;:~,)~~ i
,-S~~~..~ . ~~ l ~
..!'S'2 D.JR8 .. CUTTER_
Jll:l:.
( 08.15 )- T.o.C. D..[VATION fOR SlIlIlOUNTA8IL CURB
I!!Im - T.O.C. D..[VA lION fOR 8618 CURB
- - SURMOUNTABLE CURB .. GUTTE:R
- - &filS CURB .. GUTTER (80Ul UNE)
.. - PEDESTRIAN RAilP
100
l
GRAPHIC SCAlE IN FEET
2f' ~
x 30')
CURVE TABlE
CURVE DELTA LENGTH RAIlIUS TANGENT
C5 !~1"l'}6. 562.00 350.00 362.50
C& ~:S1'1l. 571.88 490.00 323.52
C7 14'!i.g"S7' 13i.53 533.00 70.17
C8 ,,'i~14" 114.53 533.00 57.49
BENCH NARK
1NH 4<45' NORlH OF CO. RD. 82
ON 'MlDS PNlKWA Y
ELEV. - 963.12
1NH ll8S' NORlH OF CO. RD. 82
ON WIlDS PNlKWA Y
ELEV. - 950.39
JEFFERS PARKWAY
............ .............................................................................. ......................................
.. .... .
:. . ~l~. .: .. ... ....: .. .... .. . :. . ... ... .:. ... ~,..~. ..~...~...~. .. ~. . . ~. .. ~.,.~... ~... ~...~.. . .i. ..~... ~. ..~...~. .~. . . I..~. . .l.. ~... ~. . .~. . .~...~.. .~...~.. . ~.. .~... ~.. .~...~. .. ~... ,i. . IT.. ..~.. . ~. ..~. . .~...~. ..~.. . ~. . .~... ~... ~, . .~. ..~.. .,.. . .:: . .....,. : . . ~1~.. .
.: "HIGH: pOiNiEiEV:';':s95.:21: ................. ..
~.. 91Q.. ~. ~ ~:;~.;:~.. :.:;;.. ~::: ;.:;::~ ::::;:: ;:~ ::: ~... .:~..:..~: ::~:::: :.;: .t~wE:jFs:l~~~~: ~ ~::.:;;~.:;:;: ~:. rj~~rfl~r~~!. ~ ;:.: .::~;:;;;:; ~;~.:;; ~ :":~:' :.:.::. ~.:.:.:.::~. ........ ~.; ..;::: ~~~:=rs~~.~::~:d.:..::...~. ~::.: ~:.~..:; ~:... ~.:: ~: ~.;: ~:;:: ~:: ..~;: :::;:;:~:::; .:::: ~.. 910.. ~
.:. :PI4 ELE\I:..:891.71. ........... "K - 50;00' " :. :PV.:STA....:~oo.::..
L. aO.5.. L:.:~:::. ~~: ::::: ~: ~;:;:::..: ~:. ~~.:::H.:::::: :.~.::::::; ~ ~:::: ::: :;~;... .rl:if.. ~:: ~::. ~.;:. ~ ~:: ~:'........ ..~~'~:.~:.. ....... ::; T:::;:;:;~.:;;.: :.:~.:: ::.;.: ~::::::.:: L::;;;;:: ~;. :.:.:..~. ;t~~~~1'~~..i :::: ~.::. ~::::: :;::\:;;:::: ~:;:::;;:; ~.:::. ~: ;;~:; ;::::.: L. :;;;::: ~.. aO.5.. ~
... "."
j.. ao.o.. j;:::::::; ~.:..::.;: ~::::.;:.: ~:: ~::;::: ~;;::;;;;. j:::;:::.: ~;: ~
..::...... '. :~::~
:..895..:::::::::::::::::;:.:;:::::::::::::;;::;:.;;::;::::::::::.:::::::
. . . . . : : :i iliIi<' : : . .
"::'.. ..
~:. L::;:::;. j:;;~::. .~~.]
G.....
ID . . . . .
'.' : . : .
:in
t:!::: .N
,., .::;1;
:l :::':~
.. . .
iiI' . .
..,
~. :~
.... . ..
~:::::::::::::;:;:::;:::;:~
.. .. . . . . . . lL
iiI . .. . . . . . .
.:~
...a..
~. . B6.5.. ~: . : ;. ; ': ; ~ . : ..:: . . : ~: i:::: :. : ~ :' : ::: .:. ~":: ; . .:. ~':' : ; :: :; ~ . : : : ::. :. U~?
.../..
../....
........... .... .. .~.
. ... .... ............ .. ...../......
:. .86.0. .:::;:.::::::: ::::::::: ::;::::::::: ;:; ::::::;:: :;:;:;:.:: ::::.:.::;: :::;: ::;:
~~~~:~~;~~t:~~~':. . . . .. .....
:.. 86.0..:
:..87.5..:::.;:;::::::::::::;:;:;:::.:::;:
11+50
11 +00
10+50
10+00
11+50
9+00
8+50
8+00
7+50
7+00
6+50
6+00
5+50
5+00
4+50
4+00
3+50
3+00
2+50
2+00
1+50
1+00
0+50
0+00
~J~~-
q;<<~- '.
. ,leering
'"
_ ,.M1do1a Heights Office
.>
...,
,--..........---'"
____.-ydRa. .-1.1.._11-.1 N_
-. dill)' LicaMd..........~
..... die.... of_ s......... Itq.. No. _
~ APPROVED PI..ANS
I"'TY CCNNENTS CF S-:!34"i
11- .
.-
1.6-21-05
2.,,""
::' ~I~
CITY PROJECT f03-31
JErrr.KS POND - NORTH PHASE
104,,"l'tOR'nI-333.D'NO
_ aw........_ 1.AIID"-"""8S I.AftOSUlIftYOlS
....................",
""" ..""
STREET CONSTRUcnON
32 ~ 41
... iii,
1::h...;.....~,.m..........,v.^;J~, t.:.
II I J~
PRIOR. LAKE.ltu,.,u _i:oo>......A