HomeMy WebLinkAboutPL 2019-00091 New Panera Bread CITY OF OAK PARK HEIGHTS III I III II I II II 1111 I II
14168 OAK PARK BLVD N.
OAK PARK HEIGHTS, MN 55082- * 2 0 1 9 - 0 0 0 9 1 *
(651) 351-1661 FAX: (651) 439-0574 ISSUED: 04/22/2019
Permit #: 2019-00091
ADDRESS : 13535 60TH ST N
PIN : T000079
LEGAL DESC : RIDGECREST OAK PARK HEIGHTS
: LOT 1 BLOCK 1
PERMIT TYPE : PLUMBING
PROPERTY TYPE : COMMERCIAL
CONSTRUCTION TYPE : NEW CONSTRUCTION
VALUATION : $ 72,000.00
NOTE: CONSTRUCT PLUMBING PER APPROVED PLANS IN COMPLIANCE WITH MN CODE,DLI REVIEW PLB1808-00276,WC
HEALTH DEPT REVIEW,&LOCAL ORDINANCE. WORK IS TO NEW PANERA BREAD RESTAURANT. A 2"WATER METER HAS
BEEN CHARGED TO THIS PERMIT. IF IRRIGATION IS PLANNED&A METER IS NEEDED CONTACT THE CITY FOR PURCHASE.
VALUE OF PLUMBING 72000 WATER METER FEE 1719
APPLICANT PLUMBING-COMMERCIAL 720.00
STEINKRAUS PLUMIBNG PLUMBING STATE SURCHARGE COMMERCIAL 36.00
112 E. 5TH ST WATER METER 1,719.00
STE 101 WATER SALES TAX 122.48
CHASKA, MN 55318- WATER FUND 35.00
(952)361-0128 TOTAL 2,632.48
Payment(s)
CHECK 34028 2,632.48
OWNER
RIDGECREST OAK PARK HEIGHTS I LLC
2 CARLSON PKWY, STE 220
PLYMOUTH, MN 55447-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed
according to: (1)the conditions of this permit;(2)the
approval plans and specifications;(3)the applicable city
approvals,Ordinances,and Codes;and,(4)the State Building
Code.This permit is for only the work described,and does
not grant permission for additional or related work which
requires separate permits.This permit will expire and become
null and void if work is not started within 180 days, or if work
is suspended or abandoned for a period of 180 days any time
after work has commenced. The applicant is responsible for
assuring all required inspections are requested in conformance
with the Minnesota State Building Code.
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
MIDEPARTMENT OF
LABOR AND INDUSTRY
Division of Construction Codes and Licensing
REPORT ON PLUMBING PLANS
PROJECT: Panera Bread, 13535 60th St.N,Oak Park Heights,Washington County,Minnesota
Plan No. PLB1808-00276
OWNERSHIP: Panera LLC,3630 Geyer Road S, Suite 100, Saint Louis,MO 63127
SUBMITTER: ArcVision Inc., 1950 Craig Road, Suite 300, Saint Louis, MO 63146
Plans Dated: August 8, 2018; Plumbing Plan Revisions Dated September 28, 2018;
Utility Site Plan Revisions Dated: September 25,2018
Date Received: October 3, 2018, September 19,2018,August 22, 2018
Date Approved: October 4,2018
This review is limited to the Minnesota Plumbing Code,Minnesota Rules, Chapter 4714 and assumes the data on
which the design is based are correct. Approval is contingent upon meeting the requirement(s) listed below. All
code citations refer to Chapter 4714 unless noted otherwise. A copy of the approved plans and this report must
be retained at the project location.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the Minnesota
Plumbing Code.No plumbing work may be covered prior to inspection. The contractor/installer must obtain all
required inspection permits from the city of Oak Park Heights Building Official.
REQUIREMENT(S):
1. All plumbing shall be installed in accordance with the 2015 Minnesota Plumbing Code, Chapter 4714.
Unless prior authorization is granted by the Administrative Authority,all pipe,pipe fittings,traps,fixtures,
material, and devices used in the plumbing system shall meet Sections 301.1 and 1401.1 and:
a. Be listed or labeled(third party certified)by a listing agency;
b. Comply with the approved applicable recognized standards referenced in this code;
c. Be free from defects.
2. Each building must connect independently to a public or private sewer, except that a group of buildings may
discharge to one or more manholes on the premises conforming to local sewer authority standards(see
Section 311.1). Each building must have an independent water connection.
3. The water supply must be installed at least 10 feet from any manhole,catchbasin,or other source of
contamination,measured from the outer edge of the pipe to the outer edge of the contamination source(see
Section 609.6.1).The water service crossing a sewer of material must be at least 12 inches above the top of
the sewer or be of material approved within a building(see Sections 609.2 and 720.1)however 10 feet of
separation should be maintained whenever possible(see Table 721.1).
The crossing location"2"is specified to have RCP or HDPE storm sewer crossing above a water service.
RCP and HDPE storm sewers are not approved for use within a building.The bottom of the water
service at crossing"2"must be at least 12 inches above the top of the sewer or the sewer be revised to meet
materials approved within a building(see Sections 609.2 and 720.1).
4. Trap primers must have an ASSE 1013 reduced pressure principle backflow preventer; an ASSE 1020
pressure vacuum breaker;an ASSE 1056 spill-proof vacuum breaker;or an ASSE 1001 atmospheric
vacuum breaker with no shutoff valve downstream(see Table 603.2). Trap primers with integral backflow
prevention are permitted only when equipped with one of the above-listed backflow preventers.
443 Lafayette Road N., St. Paul, MN 55155 • (651) 284-5005 • www.dli.mn.gov
An Equal Opportunity Employer
Panera Bread
Plumbing
Plan No.PLB 1808-00276
Page 2
October 4,2018
6. Potable water connections to blender pitcher rinsers must meet the following(see Table 603.2):
a. If connected to a sink faucet,the sink hot and cold water supplies must each have a pressure vacuum
breaker,a spill-resistant vacuum breaker,or a reduced pressure principle backflow preventer. Double
check valve assemblies(DCVA),double check valves with intermediate atmospheric vent(DCIAV),
and atmospheric vacuum breakers are not permissible.
b. If a stand-alone piece of equipment not located in a sink and not directly connected to a faucet,then an
ASSE 1015 DCVA is permissible.An ASSE 1012 DCIAV is permissible only if approved by the local
building official prior to installation(see Section 301.2).
Refer to Smoothie Rinser Installations at http://www.dli.mn.gov/CCLD/PDF/pe list smoothie.pdf
7. Beverage dispensers,carbonated beverage machines,and coffee makers must be supplied through an air gap
or an ASSE 1022 backflow preventer with access and clearance per the manufacturer's installation
instructions.No copper tubing may be installed downstream of the backflow preventer serving a post-mix
carbonator to preclude copper poisoning(see Sections 603.5.12 and 603.4.3).
8. Gravity grease interceptors must be approved by the administrative authority,serve only fixtures
discharging greasy waste,and meet Section 1014.3.No food waste disposer or dishwasher may discharge to
the grease interceptor unless specifically permitted by the administrative authority. The installation must
include:
a. The interceptor must comply with IAPMO Z1001 or ASTM C1613 and be so marked on a permanent
product identification label.
c. The design must preclude becoming airbound and the interceptor must be properly vented.
d. Exterior installations must be protected from freezing and provided with buoyancy protection as
required by the manufacturer's installation instructions.
e. The interceptor must be readily accessible for the required maintenance equipment.
f. Exterior grease interceptors must be designed for anticipated wheel loadings.
g. A 15-minute manometer test at 1-inch of water column per Section 712.5 is required.
h. The interceptor must be maintained in efficient operating condition.
9. The water supply connection to a commercial dishwashing machine shall be protected by an air gap or a
backflow prevention device in accordance with Section 414.2.The commercial dishwasher must discharge
to the drainage system through a 1-inch minimum air gap or directly to the sanitary drain if a floor drain
without a backwater valve is installed on the individual dishwasher drainage branch(see Sections 414.3,
704.3,and 801.1).
10. A non-compliant vertical wet is still shown for the three-compartment sink and the tell-tale floor drain(see
Section 908.1).The vent for the tell-tale floor drain must connect to the trap arm of the floor drain prior to
the connection of the vertical drain of the three-compartment sink.
11. The 4-inch building sewer and all sanitary drainage pipe within the building must be installed with a
uniform slope of at least'/4-inch per foot(see Section 708.1).Where the conditions preclude this slope,
pipes 4-inch and larger may be sloped at 1/4-inch per foot if approved by the administrative authority, in
accordance with Table 703.2.
12. The roof drainage system must be sized in accordance with Section 1106.0.All rainwater leaders must be
sloped a minimum of/4-inch per foot or be increased in size.
Panera Bread
Plumbing
Plan No.PLB 1808-00276
Page 3
October 4,2018
13. Indirect waste pipes in food and beverage establishments must meet the requirements of Section 801.2:
a. Ice maker drains must be the larger of the drain outlet or 3 -inch.
b. Food-handling fixtures shall be trapped,and piped separately discharging by an air gap.The drain must
be the larger of the equipment outlet or 3A-inch.
c. All other indirect wastes must be at least 1-inch in size.
d. Except for refrigeration coils and ice makers, indirect waste length may not exceed 15 feet.
14. All sinks except lavatories and private-use bar sinks must have 2-inch minimum vertical fixture drains(see
Tables 702.1 and 703.2).Laundry tubs,domestic clothes washers and urinals have the same requirement.
15. The lavatories must have ASSE 1070 mixing valves limiting the hot water temperature to 110 degrees
Fahrenheit or less(see Section 421.2).
16. The water softener must have a bypass valve permitting equipment service or removal without shutting off
the water service completely(see Minnesota Statutes,Chapter 326B.50). Readily accessible isolation valves
installed by a licensed plumber are required for all water conditioning installations.Water conditioning
contractors may not install isolation valves,pipes larger than 2-inch,or any connection to the existing
drainage system without an air gap(see Minnesota Statutes,Chapter 326B.50).
17. Water conditioning equipment must discharge to the drainage system by an air gap per Table 603.3.1,or an
air gap device per Table 603.2,NSF 58,or IAPMO PS 65 (see Section 611.2). Tubing used in water
conditioning installations must comply with NSF Standard 14, 42,44, 53, 55, 58,62,or the appropriate
material standard in Table 1401.1 (see Section 611.3).
18. In no case shall water from roofs be allowed to flow upon the public sidewalk(see Section 1101.1). This
shall include the discharge from all rainwater conductors,including overflow roof drains.
19. Stormwater infiltration systems may be subject to groundwater contamination and hydraulic failure. Verify
that the administrative authority has approved the design.Please contact the storm water program staff at the
Minnesota Pollution Control Agency(MPCA)for construction and permit requirements.
20. Building draintile inlets to catch basins must be above the top of the highest storm sewer pipe.Building
subsoil drains subject to backflow must have an accessible backwater valve(see Section 1101.5.4). Subsoil
drains must be 3-inch minimum and shall discharge into the storm sewer system,an approved water course,
the front street curb,gutter,alley,or to a concrete gutter routed to an alley. Discharge to the ground surface
is permissible when the foregoing is impracticable(see Section 1101.5).
21. Each horizontal drain branch, including floor drain branches,shall be provided with a cleanout at its upper
terminal(see Section 707.4).A cleanout is not required if the drain branch line is less than five feet,unless
it serves sinks or urinals.A cleanout is not required on a drain that is within 72 degrees from the vertical.A
cleanout should be provided where new waste and vent piping connects with existing for testing.
22. Cleanout intervals may not exceed 100 feet for sanitary sewers(see Section 719.1).Where permitted by the
administrative authority,manholes at intervals not exceeding 300 feet may be used per Section 719.6.
23. Inlet and outlet connections to sewer manholes must use flexible compression joints located between 12 and
36 inches from the manhole(see Section 719.6).Where permitted by the administrative authority as an
alternate installation method,approved resilient rubber joints may be used to make watertight connections to
manholes,catchbasins,and other structures(see Section 301.2).
Panera Bread
Plumbing
Plan No. PLB1808-00276
Page 4
October 4,2018
24. PVC sanitary and storm sewers must meet one of the following ASTM Standards:D1785,D2665,D3034,
F789,F794,F891,F949,or F1488(see Table 701.1 and Installation Standard 1).Fittings must comply with
ASTM D1866,D2665,or F794 respectively.Joints must be approved mechanical or push-on utilizing an
elastomeric seal,or solvent welded using ASTM F656 purple primer and ASTM D2564 solvent cement.The
installation must comply with ASTM D2321,which requires open-trench installation on a continuous
granular bed.Only ASTM D1785,D2665,F891,or F1488 PVC may cross above or less than 12 inches
below potable water lines(see Section 720.1).
25. High-density polyethylene(HDPE)storm sewers must meet ASTM F714(see Section 1102.4 and
Installation Standard 1).AASHTO M252 HDPE pipes 4-inch to 10-inch in size or ASTM F2306 HDPE
pipes 12-inch to 60-inch with ASTM D3212 fittings may be installed only if approved by the administrative
authority as alternate materials prior to installation(see Section 301.2).Water-tight joints must be used at all
connections,including structures.The sewer must be installed by open-trench on a continuous granular bed
per ASTM D2321.HDPE sewers may not cross above water service lines(see Section 720.1).
26. Concrete sewer pipe shall conform to ASTM C14,Class 2(see Installation Standard 1). Reinforced concrete
(RCP)storm sewers complying with ASTM C76 may be installed only if approved by the administrative
authority as an alternate material prior to installation(see Section 301.2). Cement mortar joints are
permitted only for repairs or connections to existing lines having such joints. RCP sewers may not cross
above water service lines(see Section 720.1).
27. Materials used for subsoil drains must comply with Section 1102.5.Alternate materials may be used if
approved by the administrative authority prior to installation(see Section 301.2).
28. Ductile iron pipe(DIP)water services or distribution pipes must meet AWWA C151 (see Table 604.1).
29. All materials used in potable water systems must meet the requirements of NSF 61 (see Section 604.1).Pipe
and fittings with lead content must not exceed 0.25 percent lead in the wetted surface material(see Section
604.11). Solder and flux shall contain less than 0.2 percent lead.Joints must use ASTM B813 non-corrosive
non-toxic paste-type flux(see Section 605.3.4).
30. Pipe materials used in the plumbing system must meet the following:
a. Water distribution piping must comply with applicable standards in Table 604.1.
b. PVC drain,waste,and vent systems shall meet Table 701.1, Section 705.7,and Installation Standard 9
Pipe must meet ASTM D1785,D2665,F891, or F1488. Joints must be mechanical or push-on with an
elastomeric seal,or solvent welded using ASTM F656 purple primer and ASTM D2564 solvent
cement. Schedule 80 pipe may be threaded.
31. Pipe hangers and supports shall comply with Section 313.0,Table 313.1,and the installation standard.
Support above-ground horizontal plastic sanitary drain,waste,and vent pipes at each horizontal branch
connection,at least every 4 feet,and at changes in direction.Restraint fittings or a minimum 24-inch offset
using 45-degree fittings should be provided every 30 feet.Vertical runs exceeding 30 feet may use approved
expansion joints installed per the manufacturer's instructions.
32. The plumbing system shall be tested in accordance with Sections 609.4 and 712.0. Storm sewers within
10 feet of the building or water service line must be tested per Section 1109.0.
33. Concrete manholes and sewer lines shall be tested by negative pressure per ASTM CI214-13,ASTM
C1244-11,or hydrostatically per Section 1109.2.2(see Section 712.4).
34. The water distribution system shall be disinfected per Section 609.9.
Panera Bread
Plumbing
Plan No.PLB1808-00276
Page 5
October 4,2018
NOTE(S):
1. The scope of this project consists of constructing a new restaurant with complete interior plumbing and site
utilities within the property limits. The building will be served by newmunicipal sewer and a new water
service.There is an adjacent property with utility work involving water, sanitary sewer,and storm sewer
systems. This review does not include the site utilities of the adjacent property,but this property must
be reviewed and approved under a separate application before that work may be conducted.
3. The installation of reduced pressure principle assemblies,double check valve assemblies,pressure vacuum
breakers, or spill-proof vacuum breakers is permitted only when a testing and inspection program acceptable
to the administrative authority is provided(see Section 603.5.23).The administrative authority and water
purveyor must be notified prior to installation. Devices must be tested upon initial installation and not less
than annually,and records must be kept.Installations must be at least 12 inches and not more than 5 feet
above the finished floor or ground level unless a permanent platform for access is provided. Potable and
nonpotable water distribution systems and outlets must be identified per Section 601.2.A backflow
prevention fact sheet may be viewed at:http://www.dli.mn.gov/sites/default/files/pdf/fs backflow.pdf
4. Plans and specifications must be approved by the Minnesota Department of Agriculture,Dairy&Food
Inspection Division.Please call 651/201-6027 regarding plan review and licensing requirements.
5. The licensing authority may require additional plans,information and fee. Changes to the plumbing system
may result.Any significant plumbing changes must be approved by this office prior to installation. Contact
information for the state and local environmental health offices licensing food,beverage,and lodging
facilities can be found at www.health.state.mn.us/divs/eh/food/license/locals.pdf
Authorization for installation may be withdrawn if not undertaken within one year.Additional recommendations
or requirements may be made if changed conditions or additional information make improvements necessary.
The current Minnesota Plumbing Code,Chapter 4714,and related information can be found at:
http://www.dli.mn.gov/CCLD/Plumbing.asp
Approved:
Zachary D. Barnaal
Public Health Engineer
Plumbing Plan Review and Inspections Unit
651/284-5888
Zachary.Barnaal@state.mn.us
cc: Panera LLC
ArcVision Inc.
City of Oak Park Heights Building Official
Washington County EHS
File