Application for Driveway PermitPermit No.
CITY OF CHANHASSEN
APPLICATION FOR DRIVEWAY PERMIT (BITUMINOUS/CONCRETE) - $30
and Address of Party or
1.
2.
3.
4.
5.
0
Nature of Work
Type of Surface to be Disturbed:
IN
Name and Address of Party or Organization To Be
Invoiced:
Contact:
Phone: Fax:
❑ Gravel ❑ Bituminous Concrete El Boulevard
. a, v e
Location (Street, Avenue and House number):✓ (�' Q
(Attach Site Survey or Sketched Scaled Thawing -
Method of Installation or Construction (includins method of compaction and excavn$nn)
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Work to start within days and completed with days thereafter.
Will detouring of traffic be necessary? * Yes ❑ No If so, describe routing:
OF G;'aANHAS3ET
r,EC_AEU
f�EB
qiNASSENi PLANNING I lF F' i
Signed By IffArATAIMAkwaga"A' -
Dated
The date when work is completed must be reported to the person designated by Engineering Dept.
Permit No.
AUTHORIZATION OF PERMIT
(Office Use Only)
Upon payment of permit fee in the amount of $ and in consideration of the
agreement to comply in all respects with the Street or Alley excavation ordinances and
regulations applicable covering such operations, permission is hereby granted for the work to be
done as described in the above application, said work to be done in accordance with special
precautions required, as hereby stated:
❑ Contractor shall prevent damage to existing utilities.
❑ All roadway, driveway, sidewalk and trail crossings shall be directional bore. NO OPEN
TRENCHES. If boring equipment is lost under the pavement area it shall remain until
the City reconstructs the pavement at a future date. No open cutting of street will be
allowed.
❑ All disturbed areas shall be restored to original or better condition.
❑ This permit is granted upon the expressed condition that said contractor, agent, workmen,
and employees shall comply in all respects with City of Chanhassen City Code Section
Nos. 17-23 and 20-27.
❑ Please notify City of Chanhassen Engineering Department 24 hours prior to placement
(952) 227-1163.
It is expressly understood that this permit is conditioned upon replacement or restoration of the
disturbed area to its proper condition in accordance with the appropriate rules and regulations. It
is further understood that this permit is subject to revocation within ten (10) days of receipt of
copy of application by the County Engineer when the permit is for work on a County Road.
APPROVED BY
DATE
RULES PERTAINING TO STREET AND ALLEY EXCAVATIONS
SAFETY
1. Excavations shall be properly protected and identified by barricades and flags in the daytime, and flares, red
lanterns or flashing signals at night, to protect persons and traffic at all times.
2. Barricades to be erected in a manner which will provide suitable visibility in all directions.
3. Excavations must be cribbed when necessary, depending upon type of soil, in order to prevent cave-ins.
4. No guys or stays to be attached to trees on Right of Way.
5. Underground construction must be so constructed as not to harm or unnecessarily destroy the root growth of
sightly or ornamental trees.
ROADWAY
1. Installation of pipe under concrete or high type of bituminous pavements to be done by jacking or boring
unless otherwise authorized by Engineer. When an installation is made by jacking or boring a pipe three
inches or larger in diameter, a casing of larger dimension must be used to encase the service pipe.
2. All backfilling must be placed in 6 -inch layers and thoroughly tamped, and material must be flush and even
with the road surface when finally in place, unless Engineer authorizes alternate method of construction.
3. Finished surface, base, and sub -base of road after excavation and backfill shall be at least equal in stability
to finished surface, base, and sub -base prior to excavation.
4. Concrete pavement to be replaced according to specifications which will be provided by the Engineer.
5. If settlement or excavation caves in within one year from completion date so that replaced materials settle
(bituminous mat or concrete base), same shall be restored to its original conditions by the holder of this
permit.
6. No pole anchors, anchors, braces, or other construction to be put on roadway shoulder except by special
authorization.
7. No driving onto highway from ditch or driving on shoulders except when authorized by the Engineer, and if
damage occurs, permit holder will make proper repairs.
8. No machine excavation shall be permitted except when noted in application for permit.
9. Excavations greater than four feet in width at top of trench will not be generally permitted and may be made
only when expressly provided for on the permit.
10. Streets may not be closed to traffic unless expressly authorized by the permit.
LIMITATIONS
1. No lugs shall be used on equipment traversing road which will damage the road surface.
2. Roadside shall be cleaned up after work is completed.
3. No work shall be done which will create a nuisance.
4. Within 24 hours (Saturdays, Sundays and legal holidays excluded), the permit holder shall notify the
municipality issuing the permit and, when applicable, the County Engineer, that such work has been
completed and is ready for final inspection.
5. Within ten days after receipt of a copy of the permit application the City/County Engineer shall notify the
applicant of any objection the City/County may have to the application.
REQUIREMENTS
1. All work within City boulevards requires the appropriate permit be obtained from the City's Engineering
Department. A diagram showing the approximate location of the utility to be installed must accompany the
permit application.
2. All drain rile within City boulevards shall be installed in accordance with Detail #5233. Connection to catch
basin/manhole shall be core drilled.
3. Call 24 hours in advance to schedule inspection of connection to catch basin/manhole.
4. Provide financial security as determined by City staff.
5. Protect existing utilities and street surfaces.
6. Restore all disturbed areas to original condition.
7. Call for final inspection upon completion.
8. Upon completion, a set of as -built plans shall be provided to the City of Chanhassen Engineering
Department.
9. Approval of this permit in no way implies or expresses the City of Chanhassen will guarantee said work.
3/4" per foot
18"
5'
MIN 2.0% MAX 4.5% GRADE
I-=-i
..........
3" 8" Concrete pavement
Use #4 (1/2")
Rebar
Slab Reinforcement
6" Class 5 base incidental to apron
SECTION A-A
No Scale
36' Max. Industrial/Commercial
A
Right-of-Way
B618 Curb & Gutter
-�— B618 Curb & Gutter
Box installed over
pQ�o
Bituminous water service
L
C7ay�traction Joints
Mdx. Spacing in
00
A
Expansion Joint
(typ)
Valley Gutter is 8'
PLAN
No Scale
NOTE:
1. Use #4 (1/2") rebar slab
reinforcement in r.o.w placed @ 6" from each edge.
rebar to be 2' on center,
being 6" on center in the gutter.
2. Contraction joints shall be 1/3 the depth of the slab.
3. Bituminous paving section
to the right-of-way is the some as the street
paving section.
4. Maximum pavement slope allowed within 30' of the street is 4.5%.
Aggregate used in the concrete mix shall be granite..
5. If water shutoff is in the
driveway pavement a cover as manufactured by
Mcdonald 74M1A series with a 8" opening frame & cover or equal shall be installed.
afforwi
COMMERCIAL/INDUSTRIAL
mmm
CONCRETE DRIVEWAY APRON
REVISED: 2-10
ENGINEERING DEPARTMENT
PLATE N0. 5207
FlLE MME: G: G SPECS\5207
10' OV RFROM PA a NO CURB & GUTTER
3
SAW OR HAND TOOL CONTRACTION JOINTS
6" DEPTHMIN.
6 EXPANSION JOINT ® 1/3 THE THICKNESS OF THE SLAB.
F 'g BACK OF APRON
m — 24 'MAX WIDTH AT R.O.W.
Right-of—Way /—BOX INSTALLED OVER WATER SERVICE
IF RADIUS INSTALLED, A MIN.
3 3' OF 3' RADIUS REQUIRED.
r�I'MX
3: 18'• 1�
d. 4
A ° 4 -
_ d EDGE OF
EX. PAVEMENT
SAWCUT LINE DOG LEG JOINT /
NOTE:
ON BITUMINOUS STREETS CONTRACTOR MUST SAWCUT AND REPLACE MIN 18" STRIP OF STREET
SECTION WITH SAME PAVEMENT TYPE TO MATCH EXISTING STREET SECTION,
NEW CONCRETE DRIVEWAY SHALL BE OFFSET BACK 0.5' FROM EXISTING BITUMINOUS PAVEMENT.
WHEN EXISTING DRIVEWAY IS BITUMINOUS AND NEEDS TO BE RESTORED. THE CITY REQUIRES A
MINIMUM OF 2 - 2' LIFTS IN THE R.O.W. AREA.
REBAR
DRIVEWAY THICKNESS SHALL BE A MINIMUM OF 6" OF CONCRETE WITH 6" OF CLASS 5 FOR ° :W.a 6^
BASE d '.
USE p4 (1/2") REBAR SLAB REINFORCEMENT IN R.O.W. PLACED ® 2' ON CENTERS. I6J
IF WATER SHUTOFF IS IN THE DRIVEWAY PAVEMENT A COVER AS MANUFACTURED BY McDONALD 2 20'
74M1A SERIES WITH AN 8" OPENING FRAME & COVER OR EQUAL SHALL BE INSTALLED. NTS
10' ovE� R FROM PA I CURB &GUTTER
jo
fi
SAW OR HAND TOOL CONTRACTION JOINTS
6" DEPTH MIN. EXPANSION JOINT ® BACK OF APRON 1/3 THE THICKNESS OF THE SLAB.
R Right—of—Way w
24 'MAX WIDTH AT R.O.W.
BOX INSTALLED OVER WATER SERVICE
�3' AE
3'� IF RADIUS INSTALLED, A MIN.
OF 3' RADIUS REQUIRED.
3� BACK OF CURB
Vd
d
78"
STREET EDGE
DOG LEG JOINT 1" ROUNDED LIP
NOTE.
CONTRACTOR MUST SAWCUT AND REPLACE MIN 18' STRIP OF STREET SECTION WTI SAME PAVEMENT TYPE TO MATCH EXISTINO
STREET SECTON.
WHEN OUSTING DRIVEWAY IS BINMINOUS AND NEEDS TO BE RESTORED. THE CITY REQUIRES A MINIMUM OF 2 - 2- Ui Ts IN
THE R.O.W. AREA.
DRIVEWAY THICKNESS SHALL BE A MINIMUM OF 8' OF CONCRETE NTH 8' OF CLASS 5 FOR BAgREBAR:'A
d 6"
USING CURB WILL BE REMOVED TO THE NEXT FULL MINT OR SAWCUT IF MORE THAN S' IS LEFT INPLACE TO THE NEXT :PINT � i d
AND DRAINAGE IS MAINTAINED, qI
UK /4 (1/Y) ROM SLAB REINFORCEMENT IN R.O.W P1gCED O Y ON CENTERS. 2" 6
PLACE EXPANSION FELT BEHIND CURB PRIOR TO DRIVEWAY INSTALLATION. 2.O'
IF WATER SHUTOFF IS IN THE ORIVEWAY PAVEMENT A COVER AS MANUFACTURED BY MCDONALD 74M1A SERIES WITH AN NTS
8' DPENING FRAME @ COVER OR EQUAL SHALL BE INSTALLED.
sof CONCRETE RESIDENTIAL
dill DRIVEWAY ENTRANCES
WITH AND WITHOUT CURBS
REVISED: 10-09 PLATE NO.:
ENGINEERING DEPARTMENT 5208
.77NAME'. G: ENG SPECS 5208
10' OVER FROM P
NO CURB & GUTTER
50' MAX DRIVEWAY WIDTH INSIDE PROPERTY
IF HARDCOVER ALLOWS
24' MAX WIDTH AT R.O.W.
3'
W. IF A RADIUS IS INSTALLED, I
A MIN. OF 3' RADIUS IS
REQUIRED.
EDGE OF
EX. PAVEMENT
18"J SAWCUT LINE END OF DRIVEWAY SAWCUT ALL STREET
PATCH AREAS AND
TACK BEFORE PAVING.
NNOTE.
®ON BITUMINOUS STREETS CONTRACTOR MUST SAWCUT AND REPLACE MIN 18"
STRIP OF STREET SECTION WITH WEAR PAVEMENT TO MATCH EXISTING STREET
SECTION THICKNESS.
DRIVEWAY THICKNESS TO THE RIGHT OF WAY SHALL BE A MINIMUM OF 2-2"
LIFTS OF BITUMINOUS WITH 6" OF CLASS 5 FOR BASE
10' OVER FROM P
t
s
0
Y
a
R.O.W. IVZ. —
IF A RADIUS IS
INSTALLED, A MIN. OF 3'
RADIUS IS REQUIRED. 3'
3'
CURB & GUTTER
a
50' MAX DRIVEWAY WIDTH INSIDE PROPERTY
g IF HARDCOVER ALLOWS
O
24' MAX WIDTH IN R.O.W.
R.O.W.
3'—� BACK OF CURB
3'
NOTE:
DRIVEWAY THICKNESS IN R.O.W. SHALL BE A MINIMUM OF 2-2" LIFTS OF
BITUMINOUS WITH 6" OF CLASS 5 FOR BASE
IF THE CURB NEEDS TO BE REPLACED THEN THE ABOVE DETAIL FOR STREET REPLACEMENT
SHALL BE USED AND THE CURB REMOVED TO THE NEAREST JOINT OR SAWCUT IF 5' OF
CURB WILL REMAIN TO THE NEXT JOINT AND GUTTER LINE MAINTAINS PROPER DRAINAGE.
CfffOF RESIDENTIAL BITUMINOUS
DRIVEWAY ENTRANCES
WITH AND WITHOUT CURBS
REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 5209
FlLE NAME:G:\ENG\SPECS\5209