HomeMy WebLinkAbout2016-06-20 Stantec Email Forwarding 06-17 Plan Review Report Julie Hultman
From: Mann, Lee <Lee.Mann@stantec.com>
Sent: Monday, June 20, 2016 9:10 AM
To: Eric Johnson
Cc: Andrew Kegley; Scott Richards (Scott@PlanningCo.com);Julie Hultman; Mark Vierling
(MVierling@eckberglammers.com); Lisa Danielson
Subject: Pizza Ranch Construction Plan review
Attachments: johnson_mann_2016-06-17_PizzaRanch_review.pdf
Eric,
Attached is the review for the Pizza Ranch plans that were submitted last week. I will also forward this to the
engineer. I will need to see the response/resolution to these comments prior to the commencement of
construction.
Let me know if you have any questions.
Lee
Principal
Stantec
2335 Highway 36 West St. Paul MN 55113-3819
Phone: (651) 604-4850
Cell: (651) 775-5956
Lee.Mann@stantec.com
Stantec
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1
Stantec Consulting Services Inc.
2335 Highway 36 West
St.Paul MN 55113
Tel: (651) 636-4600
Stantec Fax: (651) 636-1311
June 17, 2016
Mr. Eric Johnson,Administrator
City of Oak Park Heights
14168 Oak Park Blvd.N., P.O. Box 2007
Oak Park Heights,MN 55082-2007
Reference: Pizza Ranch—Construction Plan Review
Dear Eric,
We have reviewed the construction plans submitted on 6-13-2016 regarding the proposed Pizza
Ranch. Following are our comments and recommendations:
Sheet Ci.ii— Existing Site and Removals Plan
1. The note regarding removal of the cul-de-sac pavement refers to the work being
performed by the City. The City will not be performing this work; it is a requirement of
the development.
Sheet C2.11—Site Plan
1. The notes regarding the paving of the cul-de-sac,installation of the cul-de-sac curb and
gutter, and storm outlet curb cut, refers to the work being performed by the City. The
City will not be performing this work; it is a requirement of the development.
2. The base course for the paving of the cul-de-sac will be SP 12.5 Non-wearing course
(SPNWB 23o B). The wear course for the paving of the cul-de-sac will be SP 12.5
wearing course(SPWEB 24o C)
3. Indicate the construction of the 6-foot bituminous pathway per City Standard Detail
Plate STR-39, "Typical Section For Bituminous Pathway". The bituminous pavement
for the pathway will be
Sheet C2.12 -Utility Plan
1. Connections to the City's sewer and water systems shall be per the City's standards and
detail plates. The City or its designee shall be present for water and sanitary sewer
service connections to the City's systems.
2. Make the sanitary sewer connection as per City Standard Detail Plate SER-6, "Pvc
Sanitary Service Saddle Connection".
it
Mr.Eric Johnson
Page 2 of 3
Reference: Pizza Ranch-Construction Plan Review
3. Indicate the connection method(s)to the City's water main.
4. Provide Riprap at the storm sewer outlet at the ditch along MN State Trunk Highway
No.5 (now County Road 14)per City Standard Detail Plate STO-13,"Riprap At Outlets".
Obtain any necessary permits to discharge to the County ditch.
Sheet C3.11, C4.11— Grading Plan,SWPPP(Erosion Control)
i. The proposed drainage swales on the southwest and northwest sides of the project are
located within the proposed City drainage and utility easement. As such,the ownership
and maintenance of these swales would be the responsibility of the City. All other
stormwater facilities,outside the City's drainage and utility easement, as well as the
parking lot curb and gutter and storm outlet curb cuts that encroach into the proposed
drainage and utility easement, shall be considered private and shall be owned and
maintained by the Owner.
2. Provide a detail of the cul-de-sac. Show the curb grades all the way around the cul-de-
sac and at the tie-in points with Morning Dove Avenue. Clarify flowline grades and flow
patterns. Show the highpoint grade in the middle of the cul-de-sac.
3. Submit the most up to date electronic CAD file(s)for the grading plan for the City to use
to coordinate grading with adjacent properties.
4. Clarify the difference between the hatched and shaded turf reinforcement mat on the
erosion control sheet legend. Category 3 turf reinforcement mat is composed of
polypropylene.
5. The City reserves the right to require additional erosion control measures as
determined/necessary during the construction of the project.
Storm Sewer/Storm Water Management
1. The project is subject to review by the Brown's Creek Watershed District.The City shall
be provided a copy of the permit approval letter from the BCWD.
Civil Details
1. Ensure that details which have a corresponding City detail plate are consistent with the
City's details.
General Comments
C ` ori'[, rra IEt y irk
Mr.Eric Johnson
Page 3 of 3
Reference: Pizza Ranch-Construction Plan Review
1. The City reserves the right to inspect the construction of the project. The City or its
designee shall be present for water and sanitary sewer service connections to the City's
systems.
2. The Owner will need to comply with all requirements of the NPDES Construction
Stormwater Permit and the Brown's Creek Watershed District. The City reserves the
right to require additional erosion control measures as determined/necessary during
the construction of the project.
3. Parking,lighting,landscaping and building to be reviewed by others.
4. The Owner shall be responsible for obtaining all required permits.
5. Utility construction and improvements in the right-of-way need to conform to the City's
Standard Detail Plates. The City's details can be provided upon request.
If you have any questions or require further information,please do not hesitate to contact me.
Regards,
STANTEC CONSULTING SERVICES INC.
Lee M. Mann, P.E.
City Engineer
Phone: 651-604-4850
lee.mann@stantec.com
cc: Andy Kegley, Public Works Director
Julie Hultman, Building Official
Scott Richards,City Planner
Mark Vierling, City Attorney
Lisa Danielson,City Arborist