HomeMy WebLinkAboutpw23-067 Driveway Permit Corrections 6500 Channel Road Fridley
FRIDLEY MUNICIPAL CENTER • 7071 UNIVERSITY AVE. N. E. FRIDLEY,MN 55432
(763) 571-3450 • FAX(763) 571-1287 •WWW.CLFRIDLEY.MN.US
August 18, 2023 PW23-067
Cristian Avila
6500 Channel Rd. NE
Fridley, MN 55432
RE: ROD23-000040— Driveway Permit Violations
Mr. Avila,
The City of Fridley has completed a site inspection of the work performed under this permit and
found the following items that will require correction prior to release of your escrow:
• Expansion Joint is required between the curb and the driveway apron. Integral
curb/aprons are not allowed. Provide an expansion joint at the backside of curb per city
standard details included as part of the permit application (enclosed).
• Gutter and street at area of new curb shows signs of damage. Provide new concrete
curb and gutter with a 2' street patch per city standard details and requirements noted
here:
o All openings made in existing bituminous surfaces shall be sawcut, full depth, in
a straight line with edges smooth and vertical. No ragged edges will be permitted.
o Base and Pavement course of patch to match existing adjacent coursing.
o See enclosed detail for curb and gutter requirements.
• Sanitary manhole appears to be partially covered in concrete. Ensure manhole is free
from concrete and can be opened without issue. Contact City to open manhole after
concrete/debris has been removed for inspection. Contact Carl Lind at (612) 295-3990
If you are unable to resolve the required corrections listed above, the City may complete these
activities at your expense. Any cost incurred by the City above and beyond the current escrow
amount will be the responsibility of the homeowner.
Please contact me if you would like to set up a time to review these items on site at your
property.
Sincerely,
Jesslyn Quiram
City of Fridley Engineering Department
Jesslyn.Quiram@FridleyMN.gov
(763) 572-3546
FRIENDLY • DRIVEN • RESPONSIVE
' r*
y
�s
t r
1.�
.i 1.
i
c
r � 4
u
'Y F�
S C—
"FAVOR = _
d: 3 _ - —
x �v
- � - �s'P4 �n � �'r y a_,qt�j ;:fig,-•,,y5 •,,.�, e � - �
RESIDENTIAL DRIVEWAY PERMIT APPLICATION STIPULATIONS
READ BEFORE SIGNING APPLICATION Fridley
1. Operations shall be limited to 7am to 7pm and shall not interfere with the health and safety of
surrounding residents and the premises shall be maintained at all times so as not to create a
nuisance.
2. At the end of each day's operations, the site is to be left in a neat and orderly condition, and
all adjacent streetsswept clean of dirt.
3. Curb placed in City ROW must meet the requirements of the attached standard detail.
4. The Contractor completing the work must be registered with the City of Fridley. Call 763-572-
3604 for more information on registration.
5. The Contractor, or Owner, will call the City at 763-572-3554 to arrange for an inspection of the
forms prior to placing concrete or asphalt on site. Twenty-four hour notice is required for
inspections and will be provided between 8:30 am and 2:30 pm Monday through Friday.
6. Repair to the bituminous surface on the roadway side of the curb will be the responsibility of the
owner/contractor. Bituminous pavement removed will be saw cut and the replacement area
sub-cut two feet and filled with class V aggregate compacted in six inch liftsto 95 percent
standard proctor density. Sub-cut area must be inspected by City of Fridley prior to placement of
class V aggregate. Call 763-572-3554 to schedule the inspection. Bituminous patch will match
the existing pavement, or a minimum of 3 inches compacted wear course bituminous.
7. Erosion and Sediment Control is required during work. Streets and gutters are to remain free of
dirt at all time. Street sweeping required each day and all disturbed areas planted with suitable
vegetation and protected to preventerosion.
8. Upon completion of paving operations or expiration of this permit, an inspection will be made
by the City of the premises and adjoining streets. Any damage found to have been caused
by these operations will be corrected by the applicant upon notification by the City.
RESIDENTIAL DRIVEWAY PERMIT FEES
No curb or sidewalk replacement No Fee/ No Escrow
Concrete curb with bituminous apron $50.00
Concrete curb with concrete apron $75.00
Concrete curb with concrete sidewalk in driveway $150.00
Escrow(3) $500.00
Note 1 : Land Alteration Permit required separately in moving more than 10 Cubic
Yards of dirt with project.
Note 2 :Commercial Driveway requires Land Alteration Permit.
Note(3): Escrow to be returned if work is completed according to the permit
requirements. If City is required to complete, repair or replace any of the work,the
escrow will be forfeited.
WIDTH(MIN.12'-MAX.26')
PROPERTY LINE
CONCRETE OR BITUMINOUS
I & �e-
_3v 3 A
uua,aucua�au
�,�xainniuia�caaut
GUTTER LINE
3'
(TYP.) EXPANSION JOINT WHERE NEW CONCRETE
DRIVEWAY ABUTS EXISTING CURB OPENING
Z
NCRETE CURB&GUTTER
PLAN
1"LIP EXISTING OR FUTURE
(SEE DETAIL) BOULEVARD AREA SIDEWALK AREA(6')
w
GUTTER LINE � 1/4"/FT.SLOPEC J
t :r °
.. °:
T(SEE NOTE 2)
w
a
CONC.CURB
&GUTTER
EXPANSION JOINT WHERE NEW CONCRETE
DRIVEWAY ABUTS EXISTING CURB OPENING
SECTION ON (�DRIVEWAY
NOTES: LIP DETAIL
1.WHERE EXISTING CURB,CURB&GUTTER OR SIDEWALK SECTIONS ARE
REMOVED TO FACILITATE CONSTRUCTION OF NEW DRIVEWAY,SAID
SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT.WHERE SAID
NEAREST JOINT IS MORE THAN THREE(3) FEET BEYOND THE PROJECTED
EDGE OF THE NEW DRIVE,A CLEAN SAW-CUT WILL BE PERMITTED, A
BONDING AGENT APPLIED TO THE CUT FACE,AND THE NEW SECTIONS
POURED.
2. DRIVEWAY THICKNESS(T)SHALL BE 6" FOR CONCRETE WITH 4"CL.V
BASE.AND 2 1/2" FOR BITUMINOUS WITH 6" CL.V BASE.
3. EXPANSION/CONTRACTION JOINT REQUIRED ON DRIVEWAY CENTERLINE
WHEN WIDTH EXCEEDS 16 FEET.
STANDARD DETAILS LAST REVISION:
J U N E 2019
- DRIVEWAY ENTRANCE DETAIL
(NOT TO SCALE)
Fridley CITY PLATE NO.
FRIDLEY, MINNESOTA
6" DI STANCE TO rL VARIABLE
1/2"R
3"R
7v3
SLOPE 1/2"R
3/4" PER FT
N M N DOT B618
a .
M a o
c v
p. .
n'
8„ 18"
FACE OF CURB
12" 16"
TOP BI TUMI NOUS
12"R MATERIAL
28 R 68"R
_ a
ZV
T SU RM OU NTABLE
a .
L 171/2" 101/2" _
1 �
1/2"R
5 SLOPE 1/2"R
1 3/4" PER FT
9
DRIVEWAY
d� a
a '
16"
12" Surmountable
14"
B618
4" 8"
1 1/8"R
ITUM INOUS
`o SU RFA
6" SHOE FORM m
N�
STANDARD DETAILS LAST REVISION:
CURB AND GUTTER DEC 2018
City of
Fridley CITY PLATE NO.
FRI D LEY, M I N N ESOTA STIR 1
O
CONCRETE CURB EXPANSI ON JOI NT Q
AND GUTTER
(SEE PLATE STR 1) o
wa
0 0
z
. .. ... ... ... .. .
DRI VEWAY SECfION 6" AGGREGATE BASE
NO SCALE CLASS 5
1. PAN EL WIDTH SHALL NOT EXCEED 10 FEET WITHOUT AOONTRACTIONJOINT.
2. DRIVEWAYTO BE ON E COURSE CONCRETE PAVEM ENT.
3. 7" THICK FOR RESIDENTIAL, 8" THICK FOR COM M ERCIAL,AND ALLEY ORASSPECI R ED.
4. DRIVEWAYWIDTH IS24' UNLESS OTHERWISENOTED.
5. MINIMUM DISTANCE FROM LOT IJNE ISS.
6. NEENAH R-1914-A CASTING IS REQUIRED FOR CURBSTOPSLOCATED IN DRIVEWAYS
7. MAX. CROSS SLOPE OF SIDEWALK THROUGH DRIVEWAYIS0.02 FT/FT.ADJUSTAPRON RUNNINGSLOPL
AS NEEDED. A90p
FRry<iy
SAP,
CONCRETE PAVEMENT
JP� TO MATCH BACK OF
OF OR COINCRETES POI N CURB AT
G�-
DRI V EWAY NOTE:
ISOM ETRIC CONTROL JOI NTS I N CONCRETE CURB
NOT TO EXCEED 10' SPAG NG
THROUGH DRI VEWAY SECTION.
STANDARD DETAILS LAST P,EVISON:
CONCRETE DR VEWAYAPRON DEC 2018
LCity,of
Fridley CITY PLATE NO.
FRI D LEY, M I N N ESOTA S rR-4