PL 12/05/2001 - 7010CITY OF FRIDLEY
AGENDA
�PLANNING COMMISSION MEETING WEDNESDAY, DECEMBER 5, 2001, 7:30 P.M.
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LOCATION: CITY COUNCIL CHAMBERS
FRIDLEY MUNICIPAL CENTER, 6431 UNIVERSITY AVENUE NE
CALL TO ORDER:
ROLL CALL:
APPROVE PLANNING COMMISSION MEETING MINUTES: November 7, 2001
1. PUBLIC HEARING:
Consideration of a Special Use Permit, SP #01-13, by Troy and Anna Peabody, to ailow a
residence to be built in a River Preservation District. A permit is specifically required for
homes proposed to be elevated, but not built on fill. (Ordinance Number 1056), generally
located at 606 Cheryl Street NE.
2. RECEIVE THE MINUTES OF THE NOVEMBER 14. 2001. APPEALS COMMISSION
MEETING.
3. RECEIVE THE MINUTES OF THE NOVEMBER 5. 2001. PARKS & RECREATION
COMMISSION MEETING.
^
OTHER BUSINESS:
ADJOURN
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City of Fridley Land Use Application
SP #01-13 December 5, 2001
GENERAL INFORMATION SPECIAL INFORMATION
Applicant:
Troy and Anna Peabody
591 Belland Avenue
Vadnais Heights MN 55127
Requested Action:
To build a home in a Flood Fringe
District. Permit is specifically required
for homes proposed to be elevated, but
not built on fill.
Existing Zoning:
R-1 (Single Family Residential)
Location:
608 Cheryl Street
Size:
9,350 sq. ft. .21 acres
Existing Land Use:
Vacant lot.
'�urrounding Land Use & Zoning:
N: Single Family & R-1
E: Single Family & R-1
S: Single Family & R-1
W: Single Family & R-1
Comprehensive Plan Conformance:
Consistent with Plan
Zoning Ordinance Conformance:
Ordinance #1056 requires a special use
permit for homes proposed to be
elevated, but not built on fill.
Zoning History:
1922 — Lot is platted.
1994 — SP #94-04 granted, but home
never built.
1996 — SP #94-04 expired, due to
adoption of the floodplain ordinance.
Legal Description of Property:
Lots 29-31, Block X, River View
Heights
Public Utilities:
,� Available in street.
i ransportation:
Cheryl Street will provide access to
proposed residence.
Physical Characteristics:
Lot is relatively flat, typical suburban
vegetation.
SUMMARY OF PROJECT
The petitioners, Mr. and Nlrs. Peabody are
requesting a special use permit to construct a
home, not elevated on fill, in the Flood Fringe
District.
SUNIMARY OF ANALYSIS
Ciry Staff recom�rzends approval of this special
tcse permit, with stipulations.
Homes that are not elevated on fill are a
permitted special use in the flood fringe district
provided that all FEMA and State flood-
proofing regulations and standards provided in
Ordinance # 1056 are met.
CITY COUNCIL ACTION/ 60 DAY DATE
City Council — December 17, 2001
60 Day — Decemb�er 31, 2001
(Proposed Location of Home — Picture taken
from Broad Avenue)
Staff Report Prepared by: Stacy Stromberg
SP #01-13
ANALYSIS
The petitioners, Troy and Anna Peabody are seeking a special use permit to construct
a home, not elevated on fill, in the Flood Fringe District. Ordinance #1056 states that a
special use permit may be issued to construct a home using alternative elevation
methods, such as a tuck under garage as in this case, provided that all living space is
located at an elevation above the flood level. These alternative elevation methods must
be designed and certified by a registered engineer or architect as being in compliance
with applicable building codes, including federal standards for flooding.
This vacant parcel is located on the corner of Cheryl Street and Broad Avenue. It is
zoned, R-1, Single Family as are adjacent properties. The property meets city code
requirements for lot size and width as the lot is 9,350 square feet and 85 feet wide. The
petitioner has stated in their narrative submitted to city staff that they intend to keep the
location of the structure primarily in the same location as was submitted in the 1994
survey. The northeast comer would remain the same, with the south wall of the
structure six inches shorter and the west wall one foot longer.
Left — View of Property from Broad Avenue Right — View of Property from Cheryl Street
On this particular property, there can be no living area below 823.9 feet in elevation.
The petitioners intend to place two feet of fill underneath the entire structure as well as
extend the area of compacted fill a minimum of 15 feet surrounding the structure. By
doing this the petitioners the petitioners anticipate they will any avoid drainage
problems and preserve many of the mature trees on the lot. The first floor living area
will be located at 824.9 in elevation with the garage slab at the top of the two feet of fill,
which will be waterproofed to meet all standards.
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To minimize the impacts of this new home on the neighborhood, City Staff has
determined that retaining walls, landscaping and additional grading must be used on
both east and west sides of the home to minimize the overpowering impacts of the
added building height due to flood-proofing. �
In 1994, this property was one of three properties, owned by George Hedlund, that was
granted a special use permit to allow construction in the CRP-2 (Flood Fringe) District.
As with all special use permits, the City if obligated to review previously granted
�"1 stipulations if the facts have changed to ensure compatibility. The applicable
stipulations have been transferred to this special use permit along with current
stipulations.
RECOMMENDATIONS
City Staff recommends approval of this special use permit, wifh stipulations.
Homes that are not elevated on�fill are a permitted special use in the flood fringe district
provided that all Federal and State flood-proofing and standards provided in Ordinance
#1056 are met.
STIPULATIONS
Staff recommends approval of this special use permit with the following stipulations.
1. Prior to submittal of building plans, all structural and soil engineering shall be
reviewed and approved by a structural engineer.
2. All necessary permits shall be obtained from the City prior to construction.
3. Siding and landscaping shall be used to minimize the impact of flood-proofing
materials.
4. The petitioner shall submit an elevation certificate as part of a verifying survey prior
to the foundation being capped, which shall verify that the minimum first floor
elevation is 823.9 feet.
5. The petitioner shall flood-proof the garage in accordance with current Federal and
�"� State flood-proofing requirements to a minimum of the 100-year flood elevation.
6. Retaining walls shall be installed on the east and west side of the home, a minimum
of 5'/Z inches [maximum of 8 inches] is required to separate the grade from the
threshold.
7. The petitioner shall submit new grading and drainage plans integrating the retaining
walls on the east and west side of the home.
8. The verifying survey shall confirm stipulation #7. (Note to Surveyor: hydrant
elevation has changed since 1994, verify elevation)
9. Erosion control measures shall be instalfed along all lot lines prior to any work done
on this site.
10.The petitioner shall execute and record against the property a hold harmless
agreement releasing the City from liability if damage occurs as a result of flooding.
11.The petitioner shall agree to preserve mature trees to the extent possible. All trees
required to be removed for the new home shall be marked and approved by City.
staff prior to issuance of building permits.
12. The height of the structure shall not exceed 30 feet as measured from the top of the
curb elevation.
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608 Cheryl Street NE Special Use Permit Proposal - Narrative
November 2, 2001
Dear City of Fridley:
We. the petitioners, are proposing to build a primary residenrial home on 608 Cheryl Street N.E.
Since we will he building in a 1% chance floodplain we have entered into a contract with J.H. Dahlmeier,
to design the foundation and soil work, and approve the final plans from our builder, Homeworx. The
building is a multi-level 39'6" x 25' structure with an attached garage and will have approximately 1800 sq.
ft. of finished living space when it is completed. We have deviated from the proposed 1994 Special Use
Permit because we believe that it would cause drainage problems, and all of the beautiful, mature trees in
our yard would have to be removed. Instead we intend to place 2' of fill underneath the entire structure,
extending at least a minimum of 15' and place the first floor living level on a crawl space 4' above this fill
using footings designed to the engineer's specification. This will raise our first floor living level to 1 foot
above the 1% chance bfe. The garage slab will go on top of the 2' of fill and be waterproofed accordingly.
Only one tree will need to have the btanches cut or be removed entirely.
We intend to keep the location of the structure, per the neighborhood's request in 1994, primarily
in the same location. The northeast corner would remain the same, with the south wall of the struchire 6
inches shorter and the west wall one foot longer.
We will be happy to provide the city with a hold hazmless agreement and the first floor living
elevation prior to t�ing capped. We have also had numerous conversations with FEMA, and intend to
apply for a map revision based on our site plan.
Again, all of the soil work, the foundation, footings, crawl space, waterproofing and drainage
specifications will be designed by o� structural engineer, J.H. Dahlmeier. We feel that he is a very
qualified for the job, since he has worked on floodplain homes in the past, including a recent build on
Dover Street, located in the same floodplain in Fridley, only two blocks from our site.
We have enclosed a preliminary site plan, the proposed 1994 site plan, the soil borings,
specifications for the soil work and footings, a full set and two 8 1/2" x I 1" sets of house plans, and a
location map. Please feel free to catl us at 651-483-274Q or J.H. Dahlmeier at 952-472-4746, or M�ce
Paulsen (Homeworx) at 651-636-3100 x629 with any questions.
Sincerely,
��^ a'!����'
f� ��Anna Troy Peabody
(651) 483-2'140
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NOV-11-2000 FR I 04 � 07 PM COLDWE(.L BANKER BURNET FAX N4, 651 464 1808 P, 1� �
6ENT BY; WHY USA ANTHONY REAtTY, INC�• 7837558224; N0�—tl-OQ 3s52��; PADE 15/t9
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PROl�Cta EpDX�l3�1tA � ' - � .. ; ., $ORINC� S`T-4
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rt�opos[d ,5��la�'arui(�r Aaibences � Sw attach�d �d�.
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. DATE: l,l'J/4S 3CAtE 1' = 4'
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�ENERAL STRUCTURAL NOTES
SCOPE OF WORK
SCOPE OF WORK INCLUDES DESIGN OF FOUNDATION SYSTEM
FLOODPROOFED TO COMPLY WITH THE CODE FOR A FLOODPRODFED
STRUCTURE TypE FP2.
ALL SPACES WILL BE CLASSIFIED W2 (ESSENTIALLY DRI�.
FLOODPROOFING PROVISIONS WILL BE PROVIDED IN ACCORDANCE WITH
THE CODE:
WATERPROOFA�jG: TYPE B
STRUCTURAL LOADS: CLASS 1
CLOSURE OFAPENII�IIGS: TYPE 1
WALLS, CEILINGS AND C0IVTENTS: CLASS 2�
IN ACCORDANCE WITH SECTION 703, MANUALLY INSTALLED CLOSURE
DEVICES T4 BE USED AT OPENINGS WILL BE MADE A PART OF THE
OWNER'S� CONTINGENCY PLAN.
THE PLACARD AS FURNISHED BY THE BUILDING OFFICIAL WILL BE
INSTALLED BY THE OWNER ABOVE THE RFD IN A VISIBLE PLACE.
DESIGN DATA
STRESSES
FC = 2500 PSI - COMPRESSIVE STRENGTH AT 28 DAYS -
CAST IN PLACE CONCRETE FOOTINGS
FC = 3000 PSI - COMPRESSNE STRENGTH AT 28 DAYS -
CAST IN PLACE CONCRETE - ALL
OTHER CONCRETE
FY = 60000 PSI - REINFORCING STEEL - ASTM A61 S
GRADE 60 ��
F'M = 2500 PSI - TYPE M MORTAR - ASTM C476
F'M =1500 PSI - ASTM C90 BLOCK
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LOADINGS . ,
SNOW LOAD = 40 PSF
FLOOR LOAD = 40 PSF
WIND � UBC, METHOD 2 EXPOSURE B
FLOODPROOFING LOADS
HYDROSTATIC LOADS - 62.5 LBS. PER CUBIC FOOT PRESSURE
HYDRODYNAMIC LOADS BASED ON SECTION 602.3.1 VELOCITY 10
FEET PER SECOND
UPLIFT AS CALCULATED -
NORMqL IMpACT LOADS - 1,000 LBS. TR.AVEI,ING AT 10 FEET PER
SECOND ON-ONE SQUARE FOOT.
OTHER LOADS TO 8E CALCULATED IN ACCORDANCE V(�ITH CHqp�R
6 OF THE FLOODPROOFING REGULATIONS.
SOIL BEARING
ALLOWqBLE SOIL PRESURE = 2000 PSF ASSUMED
CODES
BUILDING CODE - STATE QF MINNESOTA
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Eng7'neering Inc.
pROJECT
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HOME SPECIFICATIONS
FOR:
Horne Itein
hafne type
total hame sq it
garage
garage doors
Po�
3 season porah
screenad poroh
deck
2 story
1 812 stary
2 car garage
open porch
not eppbc�ble
not app6cable
not appNcable
haming labor ••By Homewonc"
foundation crawlspace
irame wa0 not applicable
not app6cable
floor systern I�o�s w/3!4" O38 flooring
axterfor walls 2x6 sWds 16' OC w1R-19 insuhadon e�r waf� wfth OSB
hotre�rtap
sldtng - �� �d�9
Installadon "By Homeworx"
soffit b lascia alumtnum soffit � fascia
millwork solid vinyl casemerrt windowe
solid virhA slider w�dowa
exterfar doors - clad
exteriar doors - wood
root 6l12 roof pit�
• roof gable st�Ae
ceiling heigM 10' ceiling
veulted ceiling vautted cei8ng
tray ceiling . not app6cebie
shingles 25 yr 3-1ab aspF�it shmgles
Installation "By Homewont"
interior trim "Owner Supplied"
iM�erior doon "Ovmer Supplied"
add'I interior doots "Owner Supp4ed"
bifold doors (sm) "Owner 3uppl'ied"
bifold doors (sm) ••Owner SuppAed"
� bifold doors (�g1 "Owner Supplied"
bifold doors p9) "Ovmer Supplied"
HOME 9PECIFICATIONS Troy and Anna Peabody
FOR: Troy and Anna Peabody
HOMEWORKS PARTNER3INC. Co�'Mernial ����
495.0
1,806.7
495.0
24.5
Number
3.0
6.0
3.0
492.0
Number
1.0
Number
14.0
12.0
Page 1
Home IEam Dasc�v� Sq.1Lin. Rt
Number
�_
pocket doon "ONmer SuppBed" -
Pocket doors "Ovmer SuPP6ed" -
French doors "Owner SuppUed" -
insulatlon
drywall
P���9
••Owner Supplied'•
»Owner SuppBed••
••Owner Supplied"
Water heater - Ovmer Supp9ed
heating tumace 90+ "Ovmer SuppGed"
"A/C Ovmer Suppfied"
••Owner Suppiied'• »Fveplace Owner SuppGed"
"Ver�ladon System Owner SuppBed"
2 story fireplace chase
elactrical "Owner Supplied"
cabineta b cou�rtertops ••Owner Suppaed"
special items
3R By 3R Quarter erch (2)
Adjust for 1 12 etpry over garage 482 s.f.
Extend parch up 2 levels
Single hung windows x 6
Double Hurtp wfidowa x 2
1.0
1.0
1.0
1.0
1.0
1.0
Number
Except as specified above, FFomeworx wiU provide ti� following materials and insfallatfon labor.
Deliver materials to the job site. Frame the floor system, exberior waps, artd irrterior wa8s.
Build stairways to the basement and 2nd floor. I�staA windows and exterior doors. Apply f�shing and
channel, sid'e�g, sotfit, and fascia. Set energy trusses and ptovide handiramtng if required. Appy roof
sheathing, ice 8 water dam. flashe�g and vaAeys, shinglea and roof ver�. Ir�aQ gerega doors.
Except as specifled above, Hor�woa wiU provWe tlts folbwing ma�erials for owner inatallation.
Plumbing : 50 gaqa� water heater, copper supply Mes, PVC waste Iines, ainks, stools, �bs, showers,
and faucets.
Heating : 80+ fiunace, flue, thermo�at, suPP�Y 8 rebun dw�inroric, and regi�ers.
Elecbical: 200 amp panel, breakers, wire, wke rwts 8 staptes, switches, receptades, C3FI's, phone wire,
smoke etarms, door cFdme 8 beth far�s.
lnsuladon•: R-18 wa9 8 R�4 ce�np f�erglass tricdcn 1it wRh 4 mlll vapor barrier and b�suladon chutes.
Drywall: 4'x12' 1/2"' and S/8', tape, mud, sa�vs, com�d.
Finish Material: Oak pre-himg interior doars wilh h'un and Ivwbs, casing 8 base, closet rod � aheli,
ata'v treads, risers, � slc�oard.
Cabinets : Kdd�en 8 bath cabinetry (please refer to the separate Cabinet Spoaflcation sheet).Countertaps.
The owner is responsible tor the tolbwh� materiels and ir�staitatlon labor.
Exqvation, fo�dation, foundation dampproof�sp 3�stdedon. drivewa�►, walks� b►icic►vork, �air re�Ta►8s�
Ught fatures, pa�t 8 stain, floar coverirtgs, end appliances.
'Homeworx speaficatior� comply with the Urnfortn Bwld'mg Cod� (U.B.C.). Homeworx arstomers
are responsible for arry eztra cost essociated wNh local buil�ng codes that exceed U.B.C.
HOMEWORKS PARTNERS INC. Confidential 1022/Ot Page Z
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