© Kodet Architectural Group, Ltd.
Baker Park Restroom & Boat Rental Replacement
Maple Plain, Minnesota
Architect’s Project Number: 105318
Addendum Number 1 1
DATE: February 28, 2019
ADDENDUM #1 TO THE PLANS AND SPECIFICATIONS ENTITLED:
Request for Bids for
Baker Park Reserve
Restroom & Boat Rental Replacement
2309 Baker Park Rd., Maple Plain MN 55359
Documents Dated: February 12, 2019
ARCHITECT: Kodet Architectural Group, Ltd.
15 Groveland Terrace
Minneapolis, Minnesota 55403
Tel. (612) 377-2737
Fax. (612) 377-1331
THIS ADDENDUM IS A CONTRACT DOCUMENT AND MAY APPLY TO ANY OR ALL CONTRACTS AND
SUBCONTRACTS UNLESS OTHERWISE SPECIFIED HEREIN OR SHOWN ON THE ATTACHED DRAWINGS (IF
ANY). ALL WORK REQUIRED BY THIS ADDENDUM SHALL BE IN COMPLETE ACCORD WITH THE CONTRACT
DOCUMENTS AND SUBSEQUENT ADDENDA THERETO. THE ITEMS LISTED IN THIS ADDENDUM ARE NOT IN
ANY ORDER IN REGARD TO THE DRAWINGS OR THE SPECIFICATIONS. ALL CONTRACTORS ARE CAUTIONED
TO EXAMINE EACH AND EVERY ITEM OF THIS ADDENDUM.
A. ATTACHMENTS INCLUDED:
1. Minutes:
a. Pre-bid Meeting Minutes (2/21/2019)
2. Architecture:
a. SD 01 – Boat Rental Door Glazing (D1/A8.1)
b. A0.1 – Overall Site Plan- REVISED – Addendum #1
c. A1.1 – Building Site Plan-- REVISED – Addendum #1
3. Civil:
a. Specification Section 33 1113 Water Distribution Piping
b. Drawings C1.1, C1.2, C1.3, C1.4, C1.5, C1.6, C3.1, C3.2
4. Structural:
a. None
5. Mechanical & Electrical:
a. Mechanical/Electrical Addendum One
b. Drawings E1-2, E2-1, E5-1, E5-2, E5-3, M2-1
6. Project Manual
a. Section 00 4100 Bid Form – Addendum #1
b. Section 00 5200 Agreement Form – Addendum #1
B. MINUTES
1. See attached Pre-bid Meeting Minutes for project information and clarifications.
ADDENDUM #1 Page 1 of 32
© Kodet Architectural Group, Ltd.
Baker Park Restroom & Boat Rental Replacement
Maple Plain, Minnesota
Architect’s Project Number: 105318
Addendum Number 1 2
C. PROJECT MANUAL
PROCUREMENT & CONTRACTING REQUIREMENTS:
Section 00 0110 Table of Contents
1. Delete reference to Section ‘26 0800 Electrical Commissioning Requirements’.
Section 00 4100 Bid Form
2. Replace Section in it’s entirely with attached Section 00 4100 Bid Form – Addendum #1.
Section 00 5200 Agreement Form
1. Replace Section in it’s entirely with attached Section 00 5200 Agreement Form – Addendum #1.
ARCHITECTURAL:
Section 04 2000 Unit Masonry
1. 2.2.A
a. Add item 6: ‘6. Block Sealer: Provide factory-applied coat of CMU Manufacturer’s recommended
block sealer at burnished concrete masonry units.’
b. Add item 7: ‘7. Highlighter: Provide CMU Manufacturer’s recommended factory-applied
highlighter at burnished concrete masonry units.’
c. Add Item 8: ‘8. Field-Applied Exterior Burnished CMU Sealer:
i. First Coat: Pro-spec Burnished Block Sealer WB or as recommended by CMU
Manufacturer.
ii. Second Coat: ProSpec Final Seal Siloxane or as recommended by CMU Manufacturer.’
2. 2.2.B.3
a. Delete text in its entirety.
3. 2.3.I
a. Add item: ‘4. BASF MasterPel 240 MA.’
4. 2.9
a. Add paragraph D: ‘D. Provide mortar with water-repellent admixture where concrete masonry
units (CMU) are in an exterior location.’
5. 3.4.I
a. Replace text with the following: ‘Apply one coat of field-applied sealer to exposed surfaces of
exterior burnished concrete masonry units (CMU). Apply second coat of siloxane sealer to
exposed surfaces of exterior burnished concrete masonry units (CMU) when the wall surface is
clean and dry. Follow Manufacturer’s requirements and recommendations for application of
products.’
Section 08 3113 Access Doors
1. Delete Section 08 3113 Access Doors.
Section 08 3323 Overhead Coiling Doors
1. 2.3.G.1:
a. Replace text of item 1 as follows: ‘Provide Manufacturers cremone cylinder locking system.
Cylinder shall be capable of accepting Owner’s removable/interchangeable Medeco lock core.’
b. Delete Item ‘a’.
Section 08 7100 Door Hardware
2. 2.5.B:
a. Change kick plate height from 8” to 10”.
b. Add item F: ‘F. Install protective plates on push side of doors.’
3. 2.16, Hardware Set 2:
ADDENDUM #1 Page 2 of 32
© Kodet Architectural Group, Ltd.
Baker Park Restroom & Boat Rental Replacement
Maple Plain, Minnesota
Architect’s Project Number: 105318
Addendum Number 1 3
a. Change Armor Plate height from 10” to 34”.
4. 2.16, Hardware Group 4
a. Change quantity of ‘Truck/Hangers’ from “2” to: “Provide the number of Truck/Hangers per
Manufacturers recommendations based on the weight of the door, with 3 as a minimum.”
5. 2.16 Hardware Set 5:
a. Delete Hardware Set 5 in its entirety.
CIVIL:
Section 33 1113 Waster Distribution Piping
1. Replace Section in its entirety with attached Section 33 1113 Waster Distribution Piping.
STRUCTURAL:
1. None
MECHANICAL & ELECTRICAL:
1. See attached Mechanical/Electrical Addendum One for project manual updates.
REQUESTS FOR PRIOR ACCEPTANCE
1. Accepted: The following colors of AMCON Burnished CMU are equivalent to Anchor Block colors as noted
as noted in Section 04 2000 Unit Masonry:
a. Amcon Color #302 ‘Shadow’ is accepted as an equivalent color to Anchor Block Burnished CMU
Color ‘Onyx’.
b. Amcon Color #704 ‘Coral’ is accepted as an equivalent color to Anchor Block Burnished CMU
Color ‘Sahara’.
2. Accepted: It is acceptable to substitute a ‘G60’ zinc coating for a ‘G90’ zinc coating for the steel
connectors as described in Section 06 1753 the Shop Fabricated Wood Trusses.
D. DRAWINGS
ARCHITECTURAL
Sheet A0.1
1. Replace the entire sheet with the attached A0.1, Overall Site Plan-REVISED-Addendum #1, dated
2/28/19.
Sheet A1.1
1. Replace the entire sheet with the attached A1.1, Building Site Plan-REVISED-Addendum #1, dated
2/28/19.
Sheet A6.1
1. B3/A6.1, CEILING PLAN-RR BUILDING A: In Restroom A103, add a ceiling-mounted E.C.U.H., above the
door, similar to room A104, and add the note: “E.C.U.H., SEE MECH.”
Sheet A8.1
2. Detail D1: Replace Door Type 5 with attached Drawing’ SD 01’.
CIVIL
Sheets C1.1, C1.2, C1.3, C1.4, C1.5, C1.6, C3.1, C3.2
1. Replace sheets in their entirety with attached sheets C1.1, C1.2, C1.3, C1.4, C1.5, C1.6, C3.1, C3.2
STRUCTURAL
1. None.
ADDENDUM #1 Page 3 of 32
© Kodet Architectural Group, Ltd.
Baker Park Restroom & Boat Rental Replacement
Maple Plain, Minnesota
Architect’s Project Number: 105318
Addendum Number 1 4
MECHANICAL & ELECTRICAL
1. Replace sheets in their entirety with attached sheets E1-2, E2-1, E5-1, E5-2, E5-3, M2-1.
2. See attached Mechanical/Electrical Addendum One for drawing updates.
E. QUESTIONS
1. The specs contradict whether the owner or the contractor is to supply/pay for the following:
Temp. Water, Temp Heat, Temp. Electrical, Temp. Lighting.
Response: Contractor to provide temporary connections and temporary distribution from
Owner’s existing water, sewer and electrical services to the areas of construction per the
requirements of the specifications. Contractor is responsible for temporary lighting and heating
per the specifications. Contractor is responsible for removal of all temporary installations when
project is complete. See Section 01 5000 for additional information.
2. The specs contradict whether we are required to supply a temp construction office or if it is up to our
discretion. Please clarify
Response: Per Section 01 5000 Contractor has discretion whether to provide a temporary construction
office; if provided, the temporary construction office shall meet requirements in the specifications.
3. Are winter heat charges to be included in our bid?
Response: Yes, heating is required per Section 01 5000.
4. The specs note that we are required to supply and install wash facilities and drinking-water facilities – are
these required?
Response: Yes, per Section 01 5000 these are temporary provisions for construction workers.
5. The specs note that we cannot hold waste materials more than 7 days during normal weather or 3 days
when the temp is expected to rise about 80 degrees. This would mean emptying the dumpsters at least
once a week. Is this required?
Response: Yes, remove waste per requirements of Section 01 5000. See Section 01 7419 for additional
waste handling requirements.
6. Is a NPDES permit required? If so, who is to pay for it?
Response: An NPDES permit is not required.
END OF ADDENDUM #1
ADDENDUM #1 Page 4 of 32
MEETING MINUTES
DATE: Thursday, February 21, 2019 @ 10:00 AM LOCATION: Baker Park Reserve Maintenance Garage RE: Baker Park Recreation Area Pre Bid Meeting ATTENDEES: See attached sign in sheet MINUTES TAKEN BY: Hannah Roth
The following items were discussed:
1. Introductions
Three Rivers Park District: Jason Zemke, Senior Manager of Architecture (763)694-7601 [email protected] 3000 Zenium Lane North, Plymouth, MN 55441 Kodet Architectural Group: Ken Stone, Project Manager (primary contact) (612)377-2737 [email protected] 15 Groveland Ter., Minneapolis, MN 55403 Martin Thompson (secondary contact) (612)377-2737 [email protected] 15 Groveland Ter., Minneapolis, MN 55403
2. Attendance sheet was signed by all.
3. This pre-bid meeting is being conducted to provide an introduction to the project. Bidders retain responsibility for reviewing all bid documents prior to submitting a bid.
4. Bid documents and addenda are posted on the QuestCDN site.
5. Review of Bidding Requirements a. Key Dates
i. Substitutions due to Architect: February 26, 2019 @ 2:00 PM ii. Bids due: March 5, 2019 @ 2:00 PM to office
of the TRPD superintendent
6. Summary of Scope: Project includes but is not limited to the following: a. Demolishing 6 existing buildings b. Constructing 4 new restrooms buildings and a boat rental building c. Site and utility work
7. Add Alternates a. Alternate #1 – Sewer Repair b. Alternate #2 – Building E Additional Restroom c. Alternate #3 – Boat Rental Additional Restroom d. Alternate #4 – Force Main Relocation e. Alternate #5 – Not Used f. Alternate #6 – Add Water Hydrant and Electrical Receptacles for AIS Station
ADDENDUM #1 Page 5 of 32
8. Project Schedule & Phasing (see A0.1) a. Phase 1: April 1 – September 2, 2019 b. Phase 2: September 3, 2019 – May 1, 2020
9. Addenda a. No addenda have been issued to date. Anticipate at least one addendum. Check the document source
for updates.
10. Plans have been submitted to the City of Medina for administrative review. a. Contractor must pay for the building permits. Separate permits will be required for each building
demolition and each new building construction. There are no SAC fees required. The plumbing review with the State has been initiated.
11. The following are questions and answers: a. Question: Who is responsible for tree removal?
i. Answer: Three Rivers Park District will remove trees before construction begins. b. Question: How close are the buildings to the waterline?
i. Answer: as shown on the drawings. c. Question: Are there special requirements for construction noise?
i. Answer: Follow city noise requirements. d. Question: Is work permitted on holidays?
i. Answer: No work is permitted on Memorial Day, Fourth of July, or Labor Day e. Question: Is privacy fencing required?
i. Answer: No f. Question: Where can staging occur?
i. Answer: All staging must occur in main parking lot where designated on the Overall Site Plan (A0.1). Staging is not permitted in the boat parking area.
g. Question: Is work permitted on the weekends? i. Answer: No, work area must be cleaned-up and parking lots cleared, except for designated
staging area. h. Question: Is restoration of sod part of the contract?
i. Answer: Yes, see civil drawings. i. Question: Will the masonry have a factory applied sealer?
i. Answer: Yes. j. Questions: Do the restroom floors have any special coatings?
i. Answer: No, just sealed concrete.
End of meeting minutes. Attachments: 1. Agenda dated 2/21/19 (distributed at meeting) 2. Meeting Attendance Sheet The above is a summary of the items discussed indicating decisions regarding the project. It is not meant to be totally
inclusive. Normal interpretations and coordination, as part of professional services, can and will change the design. Such interpretations and coordination will be consistent with the overall direction and history of the project. Please review and respond with any changes, additions or clarifications within five working days.
Submitted By Ken Stone KODET ARCHITECTURAL GROUP, LTD.
Cc. Mike Schellin
ADDENDUM #1 Page 6 of 32
SEE SCHED.
SE
E S
CH
ED
.
5
H.M.
08 1113.A1
LAMINATED GLASS
6" 8"
10"
8"8"
8"8"
8"
The above drawings, specifications and ideas, design and arrangements represented are and shall remain the property of the Architect, and no part thereof shall be copied, disclosed to others, or used in connection with any other work or
project for which they have been prepared and developed without the written permission of the Architect. Visual contact with these drawings or specifications shall constitute evidence of these restrictions.
Project No:
©2019 Kodet Architectural Group, Ltd.
Drawn by:
KODET ARCHITECTURAL GROUP, LTD.
2/2
6/2
019
5:3
6:4
7 P
M
105318Three Rivers Park District
SD01
02/28/19KP
ADDENDUM 1
BPRA Restroom and Boat Rental Replacement
1/4" = 1'-0"SD01
1 REVISED H.M. DOOR 5
08 1113.A1 Hollow Metal Door
Material Keying Legend
Graphic Scale
1/4" = 1' - 0"0' 2' 4' 8'
1
ADDENDUM #1 Page 7 of 32
SS
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12 RCP CULVERT
10199956.72
42 RCP CULVERT
10222958.41
UNKNOWN HANDHOLE
10085970.30
CURB BOX
10607984.68
CMP 12 CULVERT
11469965.56
AIR RELEASE MH
10608984.70
UNKNOWN HANDHOLE
10685988.06
UNKNOWN HANDHOLE
10401978.52WATR VALVE
10798977.70
27" APRON CMP
20187985.39
COMM PED
130341011.92
DRINK
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FND-CI M
C P
101964.030CP SOUTHBEACH
C P
102966.190CP ASPEN
C P
103964.710CP COTTONWOOD
C P
104965.130CP BOAT RENTAL
C P
105974.410CP GRILL
C P
106971.470CP YOUNGTREE
C P
107969.720CP I SLAND
C P
108964.010CP GOOSE
C P
109959.880CP NORTH BEACH
CP
110963.980CP BENCH
S
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RIM = 964.08INV = 957.55
RIM = 964.44INV = 955.80
RIM = 964.69INV = 953.62
RIM = 963.05INV = 952.68
RIM = 960.37INV = 950.89
RIM = 965.79INV = 949.82
RIM = 962.05INV = 958.91
RIM = 962.83INV = 958.15
LAKE INDEPENDENCE
DNR ID# 27017600
WATER LEVEL 11/27/18 = 957.50
OHW = 956.80
LAKE IN
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CE
DNR ID# 27017600
WATER LE
VEL 11/27/1
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RIM=966
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RIM 985.01
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RIM=1006.5
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6" INV SE=978.3
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CO
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AL DUMP
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TO
C=9
63.0
921
" IN
V E
=95
8.31
21"
INV
W=9
58.3
8
TO
C=9
62.3
021
" IN
V W
=959
.18
18"
INV
NE
=959
.16
21"
INV
SE
=95
9.17
TO
C=9
63.1
636
" IN
V E
=958
.11
36" I
NV
W=9
58.0
5
TOC=987.70
?" INV W
=980.96
42" INV E=980.70
12" INV S=981.56
TOC=974.61
42" INV E
=969.53
42" INV SW
=967.60
TOC=963.83
42" INV W
=958.78
42" INV N
E=958.72
TOC=968.99
15" INV N
E=962.74
15" INV SW
=962.61
TOC=964.47
15" INV E
=959.99
15" INV W
=960.12
TO
C=9
64.6
136
" IN
V E
=957
.72
36" I
NV
W=9
57.7
1
TO
C=9
60.0
815
" IN
V S
=958
.62
HENNEPIN COUNTY
IRON MONUMENT CIM
11570 EL. 967.22
WELL(PER MAPS)
SS
RESTROOM BUILDING E, SEE
BOAT RENTAL BUILDING, SEE
RESTROOM BUILDING C, SEE
RESTROOM BUILDING B, SEE
RESTROOM BUILDING A, SEE
EXIST. RETENTION
POND
DEMO EXIST. BUILDING D, SEE
DEMO EXIST. BUILDING E, SEE
DEMO EXIST. BUILDING B, SEE
DEMO EXIST. BUILDING A, SEE
DEMO EXIST. BUILDING C, SEE
DEMO EXIST. BUILDING F, SEE
STAGING AREA. FINAL SIZE TO BE COORDINATED WITH CONTRACTOR.
VER.
79'
VER.30'
BA
KE
R P
AR
K R
OA
D
EXISTING CREATIVE PLAY AREA
EXIST. BOAT LAUNCH & LIGHT
NORTH BEACH
SANITARY SEWER LIFT STATION
SOUTH BEACH
EXIST. DOMESTIC WELL
NORTH BEACH ACCESS
/D1 A1.1
/B1 A0.2
/D2 A1.1
/B2 A0.2
/B3 A0.2
/B1 A0.3
/B2 A0.3
/B3 A0.3
/D4 A1.1
/D3 A1.2
/D1 A1.2
LAKE INDEPENDENCE
EXISTING DRIFTWOOD PICNIC SHELTER
1
60' 120' 240'
General Notes1. VERIFY CONDITIONS NOTED AS EXISTING AND
NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
2. REMOVE EXISTING CONSTRUCTION SHOWN DASHED U.N.O.
3. PROTECT EXISTING TREES, VEGETATION, AND MATERIALS FROM DAMAGE.
4. NEW BUILDING LOCATIONS TO BE STAKED OUT AND CONFIRMED WITH OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF EACH BUILDING.
5. STAKE OUT BUILDINGS PRIOR TO DEMOLITION OF EXISTING BUILDINGS AS POSSIBLE.
6. SEE CIVIL DRAWINGS.
The
abo
ve d
raw
ings
, sp
ecifi
catio
ns a
nd id
eas,
des
ign
and
arra
ngem
ents
rep
rese
nted
are
and
sha
ll re
mai
n th
e pr
oper
ty o
f th
e A
rchi
tect
, an
d no
par
t sh
all b
e co
pied
, di
sclo
sed
to o
ther
s, o
r us
ed in
con
nect
ion
with
any
oth
er p
roje
ct f
or w
hich
the
y th
ey h
ave
been
pre
pare
d an
d de
velo
ped
with
out
the
writ
ten
perm
issi
on o
f th
e A
rchi
tect
. V
isua
l con
tact
with
the
se d
raw
ings
or
spec
ifica
tions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of t
hese
res
tric
tions
.
I her
eby
cert
ify t
hat
this
pla
n, s
peci
ficat
ion,
or
repo
rt w
as p
repa
red
by m
e or
und
er m
y di
rect
supe
rvis
ion,
and
tha
t I a
m a
dul
y Li
cens
ed A
rchi
tect
und
er t
he la
ws
of t
he S
tate
of
Min
neso
ta.
Arc
hite
ct:
Mic
hael
Sch
ellin
, A
IA
© K
odet
Arc
hite
ctur
al G
roup
, Lt
d.
Lice
nse
Num
ber:
435
91
Dat
e
Dat
e:
Dra
wn
By:
Rev
isio
ns:
Pro
ject
No.
:
Che
cked
By:
Kod
et A
rchi
tect
ural
Gro
up, L
td.
© 2
019
1 2 3 4 5
D
C
B
A
2/12
/201
9
2/12
/201
9
2/27
/201
9 5:
11:4
0 P
MC
:\Use
rs\k
palz
er.K
OD
ET
\Doc
umen
ts\1
0531
8_B
aker
Par
k R
ec R
emod
el_C
A01
_201
8_K
PA
LZE
R.r
vt
1053
18
anc
kws/
sl
Thr
ee R
iver
s P
ark
Dis
tric
t
A0.1Overall Site Plan
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in,
MN
553
59
BP
RA
Res
troo
m a
nd B
oat R
enta
l Rep
lace
men
t
1" = 120'-0"A0.1
D1 OVERALL SITE PLAN
Construction Phasing
This project is to be constructed in two phases: Phase 1: April 1 – September 2, 2019; Phase 2: September 3, 2019 – May 1, 2020.
A. The following facilities must remain operational and accessible for public use, excluding temporary, short-term shut down(s) for construction work or access, throughout both phases:1. Creative Play Area (will be closed for public use by November 15,
2019)2. General picnic/open recreation areas throughout site, not including
Driftwood Picnic Shelter 3. Boat launch/Boat launch light4. North beach access5. South beach access6. Sanitary Sewer lift station7. Domestic well
B. The following buildings may be demolished during either phase:1. Existing Building B2. Existing Building F
Phase 1: April 1 – September 2, 2019:A. Buildings to be constructed and Substantially Complete by End of Phase 1:
1. Building A2. Building B3. Building E
B. Buildings to remain operational and accessible for public use, excluding temporary, short-term shut down(s) for construction work or access. These existing buildings may be demolished in Phase 1 or 2 as follows:1. Existing Building A (demolished after Building A is substantially
complete)2. Existing Buildings C and D (demolished after Buildings A, B, E are all
substantially complete)3. Existing Building E (demolished after Building E is substantially
complete)
Phase 2: September 3, 2019 – May 1, 2020:A. Buildings to be constructed and Substantially Complete by End of Phase 2:
1. Building C2. Boat Rental Building
B. Buildings to remain operational and accessible for public use, excluding temporary, short-term shut down(s) for construction work or access (these will be closed for public use by November 15, 2019):1. Building A 2. Building B 3. Building E
C. Complete all other Contract work not completed in Phase 1.
NOTE:UTILITY, TREE, AND CONTOUR LOCATIONS PROVIDED BY THREE RIVERS PARK DISTRICT.
1 2
/28/
19 A
DD
EN
DU
M 1
ADDENDUM 1ADDENDUM #1 Page 8 of 32
RESTROOMB102
J.C./MECHB107
FAMILY CHANGINGROOMB106
FAMILY CHANGINGROOMB105
RESTROOMB104
RESTROOMB103
RESTROOMB101
HALLB100
23' - 4"
32' -
0"
DRINKING FOUNTAIN & BOTTLE FILLER, SEE MECH.
6' - 0"
6' - 0"
6' -
0"
ALIGN
6' -
4"
EXISTING PAVED TRAIL
CONTROL JOINT, TYP.
79' TO EXIST. BLDG. B (VER.)
SEE D1 / A0.1
SEE CIVIL
8' -
0" T
YP
.
32 1313.B2
LINE OF ROOF OVERHANG, TYP.
VE
R.
6' -
4".
EQ
EQ
EQ
BUILDING LOCATION REFERENCE POINT
THIS DIM TO LOCATE BLDG.
ASH TREE TO BE REMOVED BY OWNER
24' -
0"
23' - 4"
FAMILY CHANGINGROOMA102
FAMILY CHANGINGROOMA101
HALLA100
J.C./MECH.A105
RESTROOMA104
RESTROOMA103
STUB OUT PLUMBING FOR FUTURE RESTROOMS
DRINKING FOUNTAIN & BOTTLE FILLER, SEE MECH.
DEMO EXISTING BUILDING A & PAD. INFILL PATH.
3' - 6"
6' - 3" VER.
6' -
0"
ALIGN
EXISTING PAVED TRAIL
CONTROL JOINT, TYP.
8' - 0" TYP.
SEE CIVIL
TY
P.
8' -
0"
32 1216.A1
MATCH EXIST.SEE CIVIL
32 1313.B2
LINE OF ROOF OVERHANG, TYP.
TH
IS D
IM. T
O L
OC
AT
E B
LDG
.
58' -
0"
± V
ER
.
6' - 3" VER.
BUILDING LOCATION REFERENCE POINT
6' -
0"
1
1
RESTROOMC102
J.C./MECHC107
FAMILY CHANGINGROOMC106
FAMILY CHANGINGROOMC105
RESTROOMC104
RESTROOMC103
RESTROOMC101
HALLC100
23' - 4"
32' -
0"
DRINKING FOUNTAIN & BOTTLE FILLER, SEE MECH.
DEMO EXIST. BUILDING C & PAD
6' -
0"
6' -
0"
3' - 6"
6' - 0"
ALIGN
EXIST. PAVED TRAIL
CONTROL JOINT, TYP.
8' -
0" T
YP.
SEE CIVIL
8' - 0" TYP.
32 1313.B2
LINE OF ROOF OVERHANG, TYP.
THIS
DIM
. TO
LC
OAT
E BL
DG
.
9' -
9" V
ER.
VER.
6' - 3"
General Notes1. VERIFY CONDITIONS NOTED AS EXISTING AND
NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
2. REMOVE EXISTING CONSTRUCTION SHOWN DASHED U.N.O.
3. PROTECT EXISTING TREES, VEGETATION, AND MATERIALS FROM DAMAGE.
4. NEW BUILDING LOCATIONS TO BE STAKED OUT AND CONFIRMED WITH OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF EACH BUILDING.
5. STAKE OUT BUILDINGS PRIOR TO DEMOLITION OF EXISTING BUILDINGS AS POSSIBLE.
6. SEE CIVIL DRAWINGS.
The
abo
ve d
raw
ings
, sp
ecifi
catio
ns a
nd id
eas,
des
ign
and
arra
ngem
ents
rep
rese
nted
are
and
sha
ll re
mai
n th
e pr
oper
ty o
f th
e A
rchi
tect
, an
d no
par
t sh
all b
e co
pied
, di
sclo
sed
to o
ther
s, o
r us
ed in
con
nect
ion
with
any
oth
er p
roje
ct f
or w
hich
the
y th
ey h
ave
been
pre
pare
d an
d de
velo
ped
with
out
the
writ
ten
perm
issi
on o
f th
e A
rchi
tect
. V
isua
l con
tact
with
the
se d
raw
ings
or
spec
ifica
tions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of t
hese
res
tric
tions
.
I her
eby
cert
ify t
hat
this
pla
n, s
peci
ficat
ion,
or
repo
rt w
as p
repa
red
by m
e or
und
er m
y di
rect
supe
rvis
ion,
and
tha
t I a
m a
dul
y Li
cens
ed A
rchi
tect
und
er t
he la
ws
of t
he S
tate
of
Min
neso
ta.
Arc
hite
ct:
Mic
hael
Sch
ellin
, A
IA
© K
odet
Arc
hite
ctur
al G
roup
, Lt
d.
Lice
nse
Num
ber:
435
91
Dat
e
Dat
e:
Dra
wn
By:
Rev
isio
ns:
Pro
ject
No.
:
Che
cked
By:
Kod
et A
rchi
tect
ural
Gro
up, L
td.
© 2
019
1 2 3 4 5
D
C
B
A
2/12
/201
9
2/12
/201
9
2/27
/201
9 5:
10:4
5 P
MC
:\Use
rs\k
palz
er.K
OD
ET
\Doc
umen
ts\1
0531
8_B
aker
Par
k R
ec R
emod
el_C
A01
_201
8_K
PA
LZE
R.r
vt
1053
18
her
kws/
sl
Thr
ee R
iver
s P
ark
Dis
tric
t
A1.1Building SitePlan
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in,
MN
553
59
BP
RA
Res
troo
m a
nd B
oat R
enta
l Rep
lace
men
t
1/8" = 1'-0"A1.1
D2 SITE PLAN - RESTROOM BUILDING B
0' 4' 8' 16'
1/8" = 1'-0"A1.1
D1 SITE PLAN-RESTROOM BUILDING A1/8" = 1'-0"A1.1
D4 SITE PLAN - RESTROOM BUILDING C
Graphic Scale
1/8" = 1' - 0"
32 1216.A1 Asphalt Paving32 1313.B2 Concrete Pad
Material Keying Legend
1 2
/28/
19 A
DD
EN
DU
M 1
ADDENDUM 1ADDENDUM #1 Page 9 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-U
TL.d
wg
Feb
26,
201
9 - 0
6:33
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
/19
Adde
ndum
#1
C1.1
1053
18/H
TPO
18-
055
ALM
CJH
CIVIL PLAN
KEY MAP
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
1
1
ADDENDUM #1 Page 10 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-U
TL.d
wg
Feb
26,
201
9 - 0
6:33
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
/19
Adde
ndum
#1
C1.2
1053
18/H
TPO
18-
055
ALM
CJH
CIVIL PLAN
KEY MAP
C1.1
C1.3
C1.4
C1.5
C1.6
C1.2
1
1
ADDENDUM #1 Page 11 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-U
TL.d
wg
Feb
27,
201
9 - 1
0:09
am
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
/19
Adde
ndum
#1
C1.3
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18/H
TPO
18-
055
ALM
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KEY MAP
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
1
1
ADDENDUM #1 Page 12 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-U
TL.d
wg
Feb
26,
201
9 - 0
6:32
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
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e an
d sh
all r
emai
n th
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f the
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hite
ct, a
nd n
o pa
rt sh
all b
e co
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, dis
clos
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oth
ers,
or u
sed
in c
onne
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n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
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en p
repa
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and
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lope
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ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
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Adde
ndum
#1
C1.4
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18/H
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18-
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KEY MAP
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
ALTERNATE #48" PVC INV OUT = 955.80
1
1
ADDENDUM #1 Page 13 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-U
TL.d
wg
Feb
26,
201
9 - 0
6:32
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
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C1.4
C1.5
C1.6
1
1
ADDENDUM #1 Page 14 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-U
TL.d
wg
Feb
26,
201
9 - 0
6:31
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
/19
Adde
ndum
#1
C1.6
1053
18/H
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18-
055
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KEY MAP
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
1
1
ADDENDUM #1 Page 15 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-D
TL.d
wg
Feb
26,
201
9 - 0
6:31
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
/19
Adde
ndum
#1
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DETAIL
CONCRETE WALK
NOTE:
1. CONCRETE SHALL HAVE A LIGHT BROOM FINISH.
2. CONSTRUCT ON APPROVED, COMPACTED SUBGRADE.
3. ALL JOINTS TO BE SAWED, NO TOOLING.
6" CL. 5 AGGREGATE BASE(Mn/DOT 2211)
5" CONCRETE (Mn/DOT 2461)
EXPANSION JOINT ATWALLS, CURB & OTHERFIXED OBJECTS. FILL &SEAL.
CONTROL JOINTS-EQUALLYSPACED, CUT TO 1/3 PAVEMENTTHICKNESS.
2% TYP.
SEDIMENT CONTROL LOG
COMPOST(8" TO 9" DIA.) SCL
ENCLOSED IN PLASTICOR POLYESTER NETTING
(Mn/DOT 3897)
NOTE:
1. INSTALLATION SHALL CONFORM TO Mn/DOT 2573.3F.1.
STAKING DETAIL
1" X 2" WOODEN STAKES, 24" LONGWITH A MAXIMUM SPACING OF 24".
STAKES SHALL BE DRIVEN THROUGHTHE BACK HALF OF THE SCL AT AN
ANGLE OF 45° WITH THE TOP OF THESTAKE POINTING UPSTREAM. SEDIMENT CONTROL
LOG (SCL)
8"-10" EMBEDMENTDEPTH
45°FLOW
PLACE SCL IN SHALLOWTRENCH (1" TO 2" DEPTH)
BACKFILL AND COMPACTSOIL FROM TRENCH ON
UPGRADIENT SIDE OF SCL
FLOW
1
1
ADDENDUM #1 Page 16 of 32
1 2 3 4 5 6
D
C
B
A
18-0
55_C
IV-D
TL.d
wg
Feb
26,
201
9 - 0
6:30
pm
chow
ley
Thre
e R
iver
s Pa
rk D
istri
ct
The
abov
e dr
awin
gs, s
peci
ficat
ions
and
idea
s, d
esig
n an
d ar
rang
emen
ts re
pres
ente
d ar
e an
d sh
all r
emai
n th
e pr
oper
ty o
f the
Arc
hite
ct, a
nd n
o pa
rt sh
all b
e co
pied
, dis
clos
ed to
oth
ers,
or u
sed
in c
onne
ctio
n w
ith a
ny o
ther
pro
ject
for w
hich
they
hav
e be
en p
repa
red
and
deve
lope
d w
ithou
t the
writ
ten
perm
issi
on o
f the
Arc
hite
ct.
Visu
al c
onta
ct w
ith th
ese
draw
ings
or s
peci
ficat
ions
sha
ll co
nstit
ute
conc
lusi
ve e
vide
nce
of th
ese
rest
rictio
ns.
Che
cked
By:
Proj
ect N
o.:
Rev
isio
ns:
Dra
wn
By:
Dat
e:Fe
brua
ry 1
2, 2
019
Dat
e
2309
Bak
er P
ark
Roa
d, M
aple
Pla
in, M
N 5
5359
Kode
t Arc
hite
ctur
al G
roup
, Ltd
. © 2
018
BPR
A R
estro
om a
nd B
oat R
enta
l Rep
lace
men
tI h
ereb
y ce
rtify
that
this
pla
n, s
peci
ficat
ion,
or r
epor
t was
pre
pare
d by
me
or u
nder
my
dire
ctsu
perv
isio
n, a
nd th
at I
am a
dul
y Li
cens
ed P
rofe
ssio
nal E
ngin
eer u
nder
the
law
s of
the
Stat
e of
Min
neso
ta.
Lice
nse
Num
ber:
4272
8
Han
sen
Thor
p Pe
llinen
Ols
on, I
nc.
Engi
neer
: Cha
rles
J. H
owle
y, P
E
2/28
/19
CALL BEFORE YOU DIG !MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFYTHE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORETHAN FOURTEEN (14) CALENDAR DAYS
PRIOR TO EXCAVATION
GOPHER STATEONE CALL
www.gopherstateonecall.org
1-800-252-1166
7510 Market Place Drive Eden Prairie, MN 55344952-829-0700 952-829-7806 fax
HANSEN THORP PELLINEN OLSON, Inc
2/28
/19
Adde
ndum
#1
C3.2
1053
18/H
TPO
18-
055
ALM
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DETAIL
1
1
ADDENDUM #1 Page 17 of 32
02/28/2019 EDI#18-059
Three Rivers Baker Park BPRA Restroom and Boat Rental Replacement ADDENDUM ONE- 1
MECHANICAL/ELECTRICAL ADDENDUM ONE
DIVISION 22 – PLUMBING
CHANGES TO THE PROJECT MANUAL:
Section 22 0010 – GENERAL PROVISIONS
1. Paragraph 1.6 C: Revise to read as follows: Sewer availability charges (SAC) are to be paid by the Owner. Water availability charges (WAC) are to be paid by the Owner.
Section 22 3300 – ELECTRIC WATER HEATERS
1. Paragraph 2.2 B: Delete paragraphs 2.2 B. including sub-paragraphs 1. through 4.
CHANGES TO THE MECHANICAL DRAWINGS: Drawing M1.1, M1.2, M1.3, M1.4, M1.5 – RESTROOM BUILDING A, B, C, E, and BOAT RENTAL - MECHANICAL:
1. Revise Plan Note #2 to read as follows: DOMESTIC WATER SERVICE. EXTEND PIPNG APPROXIMATELY 8’-0’’ BEYOND THE OUTSIDE OF THE BUILDING FOUNDATION WALL AND MAKE THE FINAL CONNECTION ON THE DOWNSTREAM SIDE OF THE CURB STOP. CURB STOP PROVIDED AS WORK OF OTHER DIVISIONS. PIPE INVERT ELEVATION SHALL BE 7’-6’’ BELOW FINISHED FLOOR ELEVATION. VERIFY AND COORDINATE THE EXACT LOCATION AND INVERT ELEVATION WITH THE CIVIL UTILTY CONTRACTOR.
Drawing M1.1 – RESTROOM BUILDING A - MECHANICAL:
1. Revise Plan Note #10 to read as follows: 2-INCH CW SERVICE DOWN. REFER TO WATER SERVICE/BLOW-DOWN ASSEMBLY DETAIL ON SHEET M2.1 FOR ADDITIONAL INFORMATION.
2. Restroom A104: Delete the duplicate ceiling exhaust fan symbol that is located between ECUH-1 and EF-2.
Drawing M1.2, M1.3,M1.4, M1.5 – RESTROOM BUILDING B, C, E, and BOAT RENTAL - MECHANICAL:
1. Revise Plan Note #7 to read as follows: 2-INCH CW SERVICE DOWN. REFER TO WATER SERVICE/BLOW-DOWN ASSEMBLY DETAIL ON SHEET M2.1 FOR ADDITIONAL INFORMATION.
Drawing M1.8 – PLUMBING RISER DIAGRAMS – DOMESTIC WATER:
1. BUILDING A, B, C, E, and BOAT RENTAL: Delete the 3/4-inch drain valve, 3/4-inch shut-off valve with 1/4-inch I/M air hose quick connect fitting on each incoming water service. Refer to WATER SERVICE/BLOW-DOWN ASSEMBLY DETAIL for requirements.
2. BUILDING A, B, C, E, and BOAT RENTAL: Provide a 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the cold water branch line serving the drinking fountains and bottle filler. Locate downstream of the branch line shut off valve.
3. BUILDING A: Provide the following:
a. 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the cold water branch line serving Family Changing Room A101 and Family Changing A102. Shut off valve and blow-out fitting shall be located downstream of the branch
ADDENDUM #1 Page 18 of 32
02/28/2019 EDI#18-059
Three Rivers Baker Park BPRA Restroom and Boat Rental Replacement ADDENDUM ONE- 2
line shut off valve within J.C./MECH A105. Provide 3/4-inch air vent valve with shut off valve at high point of branch line and within J.C./MECH A105.
b. 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the hot water branch line serving Family Changing Room A101 and Family Changing A102. Shut off valve and blow-out fitting shall be located downstream of the branch line shut off valve within J.C./MECH A105. Provide 3/4-inch air vent valve with shut off valve at high point of branch line and within J.C./MECH A105.
c. 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the
cold water branch line serving the exterior wall hydrant WH. Shut off valve and blow-out fitting shall be located downstream of the branch line stop and waste valve within J.C./MECH A105.
4. BUILDING C: Provide the following:
a. 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the cold water branch line serving Restroom C101, C102, C103 and C104. Shut off valve and blow-out fitting shall be located downstream of the branch line shut off valve within J.C./MECH C107. Provide 3/4-inch air vent valve with shut off valve at high point of branch line and within J.C./MECH C107.
b. 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the hot water branch line serving Restroom C101, C102, C103 and C104. Shut off valve and blow-out fitting shall be located downstream of the branch line shut off valve within J.C./MECH C107. Provide 3/4-inch air vent valve with shut off valve at high point of branch line and within J.C./MECH C107.
c. 3/4-inch shut off valve with 1/4-inch I/M air hose quick connect blow-out fitting in the
cold water branch line serving the exterior wall hydrant WH. Shut off valve and blow-out fitting shall be located downstream of the branch line stop and waste valve within J.C./MECH C107.
Drawing M2.1 –MECHANICAL SCHEDULES AND DETAILS - (Re-issued):
1. Add ELECTRIC WATER HEATER DETAIL.
2. Add WATER SERVICE/BLOW-DOWN ASSEMBLY DETAIL.
3. CABINET UNIT HEATER SCHEDULE – ELECTRIC: Add ECUH-6. APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans. Section: Item: Manufacturer:__________________
22 3300 Electric Water Heaters Lochinvar Junior Electric 22 4000 Mop Basins Fiat Products
DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING
CHANGES TO THE PROJECT MANUAL:
None. CHANGES TO THE MECHANICAL DRAWINGS: Drawing M1.1 – RESTROOM BUILDING A - MECHANICAL:
ADDENDUM #1 Page 19 of 32
02/28/2019 EDI#18-059
Three Rivers Baker Park BPRA Restroom and Boat Rental Replacement ADDENDUM ONE- 3
1. Provide electric cabinet unit heater, ECUH-6 mounted in the ceiling of Restroom A103. Location and installation shall be similar to Restroom A104. Refer to revised schedule for model and capacities.
APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans. Section: Item: Manufacturer:__________________
X X X
DIVISION 26 – ELECTRICAL
CHANGES TO THE PROJECT MANUAL:
None.
CHANGES TO THE ELECTRICAL DRAWINGS: Drawing E1.2 – SITE PLAN - ELECTRICAL
1. Replace drawing E1.2 with revised drawing E1.2 issued as part of this addendum. Drawing E2.1 – RESTROOM BUILDING A FLOOR PLAN - ELECTRICAL
1. Replace drawing E2.1 with revised drawing E2.1 issued as part of this addendum. Drawing E5.1 – ELECTRICAL SCHEDULES
1. Replace drawing E5.1 with revised drawing E5.1 issued as part of this addendum. Drawing E5.2 – ELECTRICAL SCHEDULES
1. Replace drawing E5.2 with revised drawing E5.2 issued as part of this addendum. Drawing E5.3 – ELECTRICAL SCHEDULES
1. Replace drawing E5.3 with revised drawing E5.3 issued as part of this addendum. APPROVED MANUFACTURER SUBSTITUTIONS: Naming below does not guarantee approval, substitutions must meet requirements of the specifications and plans. Section: Item: Manufacturer:__________________
26 5100 Lighting Type C1 Lithonia, Williams, Columbia Type D1 Apex, Newstar, Luminair Lighting Corp FC Lighting Type D2 Luminis, Prescolite, Eaton Type W1 Cree, Baselite END OF MECHANICAL/ELECTRICAL ADDENDUM ONE
ADDENDUM #1 Page 20 of 32
9"
8"
9"9"
5" 6"
9"
4"
6"
2 1/2"
9"
3"
12" 12"16"16" 16" 16"
9" 9"9" 9" 9" 12"
6"6"
1 1/2" 2"
6"6"
1" 1 1/2"
6"6"
3/4"1/2"
16"16"16"16" 16"
9" 9"9" 9" 9" 9"
16"
PIPE SIZE
SADDLE GAUGE
SADDLE LENGTH
PLUG LENGTH
INSULATION
THREADED ROD CUT TO LENGTH
CLEVIS TYPE PIPE HANGER
CARRIER PIPE
SHIELD FOR INSULATION
HANGER ROD
NUT (TOP & BOTTOM)
WASHER (TOP & BOTTOM)
HEAVY DUTY CLEVIS HANGER
INSULATION
PIPE
CALCIUM SILICATE INSULATION INSERT TO EXTEND 2" BEYOND SHEETMETAL SHIELD
INSULATION PROTECTIVESHEETMETAL THERMAL HANGER SHIELD WITH HIGH DENSITY CALCIUM SILICATE INSULATION INSERT.
PIPE INSULATION
PIPE
METAL DECK
STEEL PIPE SLEEVE
ANCHOR LUGS - QTY 3
CONCRETE FLOOR SLAB
FIRE RESISTANT SEALANT
STEEL PIPE SLEEVE
ESCUTCHEON PLATE ON ONE OR BOTH SIDES WHERE PIPING IS EXPOSED
FIRE RESISTANT SEALANT
ANCHOR LUGS - QTY 3
POURED CONCRETE OR C.M.U. WALL
PIPE
PIPE INSULATION
PIPE SLEEVE THROUGH FLOOR DETAIL PIPE SLEEVE THROUGH WALL DETAIL
VENT THROUGH ROOF
REFER TO PLUMBING PLANSFOR SIZES
12"
IPS WATERTIGHT ROOF FLASHINGCOLLAR; OR EQUAL
SEAL ALL EDGES OF FLASHINGCOLLAR W/ ROOF CAULK
SHINGLES
ROOFING
INCREASER FITTING AS REQUIRED
MOUNT FAN FROMSTRUCTURE ABOVE WITHTHREADED ROD ANDVIBRATION ISOLATORS
GRILLE PROVIDEDWITH FAN
CEILING CABINET FAN
CEILING
PITCHED ROOF
SOFFIT GRILLE
PROVIDE GREENHECK EL-10x3-ELBOW DISCHARGE WITH GRILLE
ROUTE T&P DISCHARGE PIPING INTO MOP BASIN AS REQUIRED. PIPING SHALL BE INSTALLED AS CLOSE TO WALL AS POSSIBLE. TYPICAL.
COLD WATER INLET
HOT WATER OUTLET - TYPICAL
TEMPERATURE ANDPRESSURE RELIEFVALVE - TYPICAL
UNION - TYPICAL AT EACHWATER CONNECTION
ELECTRIC SUPPLY.REFER TO ELECTRICALDRAWINGS FOR REQUIREMENTS - TYPICAL
DOMESTIC WATER PIPING SHALLBE INSTALLED AS CLOSE TOWALL AS POSSIBLE. TYPICAL.
NOTE: MOUNT WATER HEATERS FROM ROOF AND/OR WALL STRUCTURE IN ACCORDANCE WITH MAUFACTURER'S RECOMMENDATIONS.
COLD WATER SUPPLY
DOMESTIC WATER PIPING TO PLUMBING FIXTURES.
SHUT OFF VALVE. ALL VALVES SHALL BE ACCESSIBLE. TYPICAL.
CURB BOX - REFER TOCIVIL PLANS FORREQUIREMENTS.
CURB STOP - REFERTO CIVIL PLANS FORREQUIREMENTS.
NOTE: CURB STOP, CURB BOX, AND WATER SERVICECONNECTION PIPING TO WATER MAIN PROVIDED ASWORK OF OTHER DIVISIONS. REFER TO CIVIL PLANSFOR REQUIREMENTS AND ADDITIONAL INFORMATION.
DIVISION 22 CONTRACTOR SHALLMAKE CONNECTION TO CURBSTOP/WATER SERVICE LINE ASREQUIRED IN ACCORDANCE WITHAUTHORITY HAVING JURISDICTION.
WATER SERVICE FROM MAIN.
FLOOR SLAB.
BUILDING FOUNDATIONWALL AND FOOTING
SUPPLY BRANCHPIPING BEYOND.
BUILDING SUPPLYSHUT OFF VALVE.
3/4'' BLDG BLOW-OUT W/THREADED FITTING ANDPLUG.
SHUT OFF VALVE.
2'' MALE CAM LOCKFITTING WITH DUST CAP.VERIFY EXACT FITTINGTYPE AND CONFIGURATION WITH OWNER.
EXTERIOR FINISHED GRADE
3/4'' (COPPER)BLOW-OUT LINE.CONNECT TO 2''COLD WATERSERVICE AT CURBSTOP.
BUILDING WATERSERVICE.
BUILDING SUPPLYTO FIXTURES.
REFER TO CIVIL AND PLUMBING PLANS FOR WATER SERVICE PIPEINVERT ELEVATIONS.
The a
bove d
raw
ings,
specific
ations a
nd ideas,
desig
n a
nd a
rrangem
ents
repre
sente
d a
re a
nd s
hall
rem
ain
the p
ropert
y o
f th
e A
rchitect,
and n
o p
art
shall
be c
opie
d,
dis
clo
sed t
o o
thers
, or
used in c
onnection w
ith a
ny o
ther
pro
ject
for
whic
h t
hey t
hey h
ave b
een p
repare
d a
nd d
evelo
ped w
ithout
the w
ritt
en p
erm
issio
n o
f th
e A
rchitect.
V
isual conta
ct
with t
hese d
raw
ings o
r specific
ations s
hall
constitu
te c
onclu
siv
e e
vid
ence o
f th
ese r
estr
ictions.
I here
by c
ert
ify t
hat
this
pla
n,
specific
ation,
or
report
was p
repare
d b
y m
e o
r under
my d
irect
superv
isio
n,
and t
hat
I am
a d
uly
Lic
ensed P
rofe
ssio
nal E
ngin
eer
under
the law
s o
f th
e S
tate
of
Min
nesota
.
© K
odet
Arc
hitectu
ral G
roup,
Ltd
.
Date
Date
:
Dra
wn B
y:
Revis
ions:
Pro
ject N
o.:
Checked B
y:
Kodet A
rchitectu
ral G
roup, Ltd
. ©
2017
1 2 3 4 5
D
C
B
A
engi
neer
ing
desi
gn
initi
ativ
e11
12 n
orth
5th
stre
etm
inne
apol
is, m
n 55
411
(612
) 343
-596
5ph
(6
12) 3
43-5
982
fax
www
.edi
limite
d.co
m
2/2
8/1
9, A
ddendum
#1
2/2
7/2
019
1:3
4:4
2 P
MC
:\U
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rs\lnsvitak\D
ocum
ents
\18
-05
9-R
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Park
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ech_ln
svita
k.r
vt
105318
SS
S
Thre
e R
ive
rs P
ark
Dis
tric
t
M2.1Mechanical
Schedules and
Details
2/1
2/1
9
2309 B
aker
Park
Road,
Maple
Pla
in,
MN
55359
BP
RA
Restr
oo
m a
nd
Bo
at
Ren
tal R
ep
lace
men
t
EDI #18-059
2/1
2/1
9
SY
KLic
ense N
um
ber:
19622
Engin
eer:
Ste
ve S
. S
chre
urs
P.E
.
NO SCALEM2.1
1 PIPE HANGER AND SUPPORT DETAIL
NO SCALEM2.1
2 PIPE PENETRATION DETAIL
NO SCALEM2.1
3 PLUMBING VENT THRU PITCHED ROOF DETAIL
NO SCALEM2.1
4 BATHROOM EXHAUST FAN - SOFFIT OUTLET DETAIL
NO SCALEM2.1
5 ELECTRIC WATER HEATER DETAIL
NO SCALEM2.1
6 WATER SERVICE/BLOW-DOWN ASSEMBLY DETAIL
1
1
1
ADDENDUM #1 Page 21 of 32
PLAN NOTES
S
S
SS
SS
SS
SS
SS
E
E
MON
CP
C P
C P
CB
C B
C B
B
M BM
959.47
BRNG4
BRNG3
110
963.980
CP BENCH
109
959.880
CP NORTH BEACH
108
964.010
CP GOOSE
967.30
FND-CIM
100
GFIWP
PB
PB
PB
I
GRILL
G RI LL
S
S
S
S
SS
SS
SS
E
E
C P
C P
C P
C P
BRNG 1
105
974.410
CP GRILL
104
965.130
CP BOAT RENTAL
103
964.710
CP COTTONWOOD
102
966.190
CP ASPEN
101
964.030
CP SOUTHBEACH
PB
PB
PB
1. ALL PRIMARY SERVICE WORK BY LOCAL UTILITY. COORDINATE EXACT REQUIREMENTS WITH LOCAL UTILITY.
2. EXISTING UTILITY TRANSFORMER TO REMAIN. EXISTING 800 AMP, 3-PHASE, 4-WIRE, SERVICE CABINET WITH DISTRIBUTION PANEL SHALL BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW LOADS. PROVIDE NEW BREAKERS, MATCHING EXISTING MANUFACTURER AND TYPE. PROVIDE TWO (2) 100 AMP BREAKERS TO FEED BOAT RENTAL BUILDING AND BUILDING E. UTILIZE EXISTING 70 AMP BREAKER TO RE- FEED RELOCATED LIFT STATION PUMPS. ALL OTHER EXISTING LOADS TO REMAIN AND BE MAINTAINED.
3. NEW 1-PHASE UTILITY TRANSFORMER BY LOCAL UTILITY (XCEL ENERGY). PROVIDE NEW SINGLE PHASE ELECTRICAL CABINET WITH SERVICE ENTRANCE RATED DISTRIBUTION PANELBOARD TO FEED NEW BUILDINGS. PROVIDE CONCRETE PAD AND ALL SECONDARY SERVICE LATERALS.
4. PROVIDE TWO (2) 2-1/2" EMPTY CONDUITS STUBBED TO 24"x24"x36" FLUSH HAND-HOLE FOR FUTURE USE.
5. PROVIDE 100 AMP, SINGLE PHASE, UNDERGROUND FEEDER TO BUILDING ELECTRICAL PANEL. REFER TO FEEDER SCHEDULE ON RISER DIAGRAM FOR CONDUIT AND WIRING SIZES. COORDINATE EXACT ROUTING PATHWAY WITH CIVIL/ARCHITECT PRIOR TO INSTALLATION. FEEDERS TO BE DIRECTIONAL BORED TO EACH BUILDING TO MINIMIZE DISRUPTION TO EXISTING SITE CONDITIONS.
6. PROVIDE NEW UNDERGROUND FEEDER TO EXISTING LIFT STATION PUMPS VIA 1-1/2" CONDUIT WITH 3#1/0 PLUS #6 GROUND. UNDERGROUND FEEDER TO BE DIRECTIONAL BORED TO LIFT STATION PUMP LOCATION TO MINIMIZE DISRUPTION TO EXISTING SITE CONDITIONS. MAKE ALL TERMINATIONS TO MATCH EXISTING CONDITIONS.
7. PROVIDE NEW 1" EMPTY CONDUIT FROM RELOCATED LIFT STATION PUMP CONTROLLER TO MECHANICAL ROOM OF BOAT RENTAL HOUSE FOR LIFT STATION PUMP CONTROL WIRING (CONTROL WIRING BY OWNER).
8. PROVIDE NEW 2" EMPTY CONDUIT STUBBED FROM BOAT HOUSE MECHANICAL ROOM TO HAND-HOLE FOR FUTURE FIBER. FIBER AND HAND-HOLE BY OWNER'S FIBER CONTRACTOR. COORDINATE EXACT LOCATION WITH OWNER.
9. ALTERNATE #6: PROVIDE A DEDICATED 20 AMP, 120 VOLT, UNDERGROUND CIRCUIT VIA 1" C WITH 2#8 AND #10 GROUND, DIRECTIONAL BORED FROM BUILDING 'A' ELECTRICAL PANEL TO GFCI RECEPTACLE FOR AIS SYSTEM. PROVIDE 20 AMP BREAKER IN DISTRIBUTION PANELBOARD TO FEED THIS CIRCUIT.
10. ALTERNATE #6: PROVIDE A GFCI RECEPTACLE WITH A WEATHERPROOF ENCLOSURE (COLE LIGHTING TL3-10 WCS SERIES OR APPROVED ALTERNATE) FOR AIS SYSTEM. INSTALL RECEPTACLE ON PEDESTAL. COORDINATE EXACT LOCATION OF RECEPTACLE WITH OWNER PRIOR TO INSTALLATION.
11. PROVIDE A DEDICATED 20 AMP, 120 VOLT, UNDERGROUND CIRCUIT VIA 1" C WITH 2#10 AND #10 GROUND, DIRECTIONAL BORED FROM BUILDING 'A' TO EXISTING BOAT RAMP LIGHT FIXTURE. RECONNECT NEW CIRCUIT TO LIGHT FIXTURE. PROVIDE ALL WORK REQUIRED TO TIE LIGHT FIXTURE TO TIME CLOCK IN BUILDING 'A' FOR CONTROL OF EXTERIOR LIGHTS.
12. TERMINATE SINGLE PHASE UNDERGROUND ELECTRICAL FEEDERS INTO BUILDING ELECTRICAL PANEL LOCATED IN MECHANICAL ROOM.
13. PROVIDE TWO 24"x24"x36" FLUSH MOUNTED HAND-HOLES WITH GREEN COVERS FOR FUTURE USE. INSTALL HAND-HOLES IN A LOCATION IMMEDIATELY CLEAR OF AND ADJACENT TO THE CONCRETE SIDEWALK THAT SURROUNDS EACH BUILDING. WHERE THERE IS NO SIDEWALK, INSTALL HAND-HOLES 5-FEET FROM THE BUILDING. EXTEND FUTURE POWER AND COMMUNICATIONS CONDUITS INTO HAND HOLES AND TEMPORARY SEAL THE CONDUITS. COORDINATE EXACT LOCATION OF HAND-HOLES WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION.
14. PROVIDE ONE (1) 1-1/4" CONDUIT FOR FUTURE COMMUNICATIONS CABLING AND ONE (1) 2" CONDUIT FUTURE POWER TO HAND-HOLES. TERMINATE ONE CONDUIT PER HAND-HOLE (PLAN NOTE 13 ABOVE). STUB FROM HAND-HOLE INTO MECHANICAL ROOM FOR FUTURE USE.
15. PROVIDE ALL WORK REQUIRED TO RELOCATE EXISTING PUMP CONTROLLER FROM ORIGINAL BOAT HOUSE TO LIFT STATION PUMP LOCATION. PROVIDE (2) 4"x4" TREATED POSTS MOUNTED IN THE GROUND TO 4' DEPTH, SET IN CONCRETE, WITH A 4'x4' TREATED PLYWOOD PANEL FOR INSTALLATION OF PUMP CONTROLLER PANEL. PROVIDE NEW NEMA 3R ENCLOSURE FOR CONTROLLER.
16. REFER TO ARCHITECTURAL PLANS FOR PHASING REQUIREMENTS.
17. EXISTING UTILITY PRIMARY SERVICE WIRING TO REMAIN.
13
4
5
5
5
9
10
11
12
12
12
13
14
13
14
1314
16
16
16
BUILDING 'A'
BUILDING 'B'
BUILDING 'C'
2
17
5
5
6
7 812
12
13
14
15
16
16BOAT RENTAL BUILDING
BUILDING 'E'
1
The a
bove d
raw
ings,
specific
ations a
nd ideas,
desig
n a
nd a
rrangem
ents
repre
sente
d a
re a
nd s
hall
rem
ain
the p
ropert
y o
f th
e A
rchitect,
and n
o p
art
shall
be c
opie
d,
dis
clo
sed t
o o
thers
, or
used in c
onnection w
ith a
ny o
ther
pro
ject
for
whic
h t
hey t
hey h
ave b
een p
repare
d a
nd d
evelo
ped w
ithout
the w
ritt
en p
erm
issio
n o
f th
e A
rchitect.
V
isual conta
ct
with t
hese d
raw
ings o
r specific
ations s
hall
constitu
te c
onclu
siv
e e
vid
ence o
f th
ese r
estr
ictions.
I here
by c
ert
ify t
hat
this
pla
n,
specific
ation,
or
report
was p
repare
d b
y m
e o
r under
my d
irect
superv
isio
n,
and t
hat
I am
a d
uly
Lic
ensed P
rofe
ssio
nal E
ngin
eer
under
the law
s o
f th
e S
tate
of
Min
nesota
.
© K
odet
Arc
hitectu
ral G
roup,
Ltd
.
Date
Date
:
Dra
wn B
y:
Revis
ions:
Pro
ject N
o.:
Checked B
y:
Kodet A
rchitectu
ral G
roup, Ltd
. ©
2017
1 2 3 4 5
D
C
B
A
engi
neer
ing
desi
gn
initi
ativ
e11
12 n
orth
5th
stre
etm
inne
apol
is, m
n 55
411
(612
) 343
-596
5ph
(6
12) 3
43-5
982
fax
www
.edi
limite
d.co
m
2/2
8/1
9, A
ddendum
#1
2/2
6/2
019
5:1
7:3
8 P
MC
:\re
vit lo
cal\20
18
\18
-05
9-R
18
-Ba
ke
r P
ark
Restr
oo
ms-E
lec_
Pchan
g.r
vt
105318
JS
H
Thre
e R
ive
rs P
ark
Dis
tric
t
E1.2Site Plan -
Electrical
2/1
2/1
9
2309 B
aker
Park
Road,
Maple
Pla
in,
MN
55359
BP
RA
Restr
oo
m a
nd
Bo
at
Ren
tal R
ep
lace
men
t
EDI #18-059
2/1
2/1
9
PC
Lic
ense N
um
ber:
40290
Engin
eer:
Jay S
. H
ruby P
.E.
NORTH
1" = 100'-0"E1.2
1 Site Plan - Electrical North 1" = 100'-0"E1.2
2 Site Plan - Electrical South
NORTH
1
1
1
ADDENDUM #1 Page 22 of 32
GENERAL NOTES
PLAN NOTES
OS OS
OSOS
GFI
48"
J
J
J J
GFIWP
GFI GFI
GFI
GFIWP
GFI
GFI48"
A. PROVIDE PROPER NUMBER OF CONDUCTORS AND CONTROL WIRES TO ACHIEVE CIRCUITING AND LIGHTING CONTROL AS SHOWN.
B. COORDINATE EXACT TIME SCHEDULES WITH OWNER.
C. REFER TO SPECIFICATION SECTION 26 0923 FOR ADDITIONAL LIGHTING CONTROL REQUIREMENTS.
1. PROVIDE CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR FOR CONTROL OF LIGHTING IN THIS ROOM.
2. PROVIDE AUXILIARY RELAY/CONTACT FOR OCCUPANCY SENSOR AND WIRE FOR CONTROL OF EXHAUST FAN IN THIS SPACE. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR.
3. PROVIDE LINE VOLTAGE SWITCH FOR CONTROL OF LIGHTING IN THIS ROOM. PROVIDE POWER PACKS AS REQUIRED.
4. LIGHT FIXTURE TO BE CONTROLLED BY TIME SWITCH (PLAN NOTE 5 BELOW).
5. PROVIDE ASTRONOMICAL TIME CLOCK SWITCH FOR CONTROL OF EXTERIOR FIXTURES.
6. NOT USED.
7. PROVIDE NEW 120/240 VOLT, 100 AMP, 1-PHASE, 3-WIRE ELECTRICAL PANEL. SEE RISER DIAGRAM, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
8. PROVIDE NEW ELECTRICAL GROUND BUS. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
9. PROVIDE DEDICATED 20 AMP, 120 VOLT CIRCUIT VIA 3/4" CONDUIT WITH #10 WIRES AND #10 GROUND FOR CONNECTION TO HAND DRYERS.
10. PROVIDE EMPTY CONDUIT STUBBED FROM MECHANICAL ROOM TO HAND-HOLE LOCATED OUTSIDE OF BUILDING. REFER TO SITE PLAN FOR HAND-HOLE REQUIREMENTS.
J.C./MECH.
A105RESTROOM
A104
HALL
A100
FAMILYCHANGING ROOM
A101
FAMILYCHANGING ROOM
A102
RESTROOM
A103
1 2 1 2
1
2
1
2
3
4 4
5
LPA/1D1
LPA/1D1
LPA/1C1
LPA/1D1
LPA/1D1
LPA/1D1
LPA/1D1
LPA/1D1
LPA/1D1
LPA
FAMILYCHANGING ROOM
A102
HALL
A100
FAMILYCHANGING ROOM
A101
RESTROOM
A103
RESTROOM
A104J.C./MECH.
A105
7
8
9
9
99
EWH-1
EWH-2
EF-4EF-5
EF-1EF-2
EF-3
ECUH-1ECUH-2
10
LPA
LPA/3 LPA/2
LPA/4
LPA/5
LPA/6 LPA/6
LPA/7 LPA/7
LPA/7
LPA/8
LPA/8
LPA/7
ECUH-6
1
11
The a
bove d
raw
ings,
specific
ations a
nd ideas,
desig
n a
nd a
rrangem
ents
repre
sente
d a
re a
nd s
hall
rem
ain
the p
ropert
y o
f th
e A
rchitect,
and n
o p
art
shall
be c
opie
d,
dis
clo
sed t
o o
thers
, or
used in c
onnection w
ith a
ny o
ther
pro
ject
for
whic
h t
hey t
hey h
ave b
een p
repare
d a
nd d
evelo
ped w
ithout
the w
ritt
en p
erm
issio
n o
f th
e A
rchitect.
V
isual conta
ct
with t
hese d
raw
ings o
r specific
ations s
hall
constitu
te c
onclu
siv
e e
vid
ence o
f th
ese r
estr
ictions.
I here
by c
ert
ify t
hat
this
pla
n,
specific
ation,
or
report
was p
repare
d b
y m
e o
r under
my d
irect
superv
isio
n,
and t
hat
I am
a d
uly
Lic
ensed P
rofe
ssio
nal E
ngin
eer
under
the law
s o
f th
e S
tate
of
Min
nesota
.
© K
odet
Arc
hitectu
ral G
roup,
Ltd
.
Date
Date
:
Dra
wn B
y:
Revis
ions:
Pro
ject N
o.:
Checked B
y:
Kodet A
rchitectu
ral G
roup, Ltd
. ©
2017
1 2 3 4 5
D
C
B
A
engi
neer
ing
desi
gn
initi
ativ
e11
12 n
orth
5th
stre
etm
inne
apol
is, m
n 55
411
(612
) 343
-596
5ph
(6
12) 3
43-5
982
fax
www
.edi
limite
d.co
m
2/2
8/1
9, A
ddendum
#1
2/2
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5:1
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0 P
MC
:\re
vit lo
cal\20
18
\18
-05
9-R
18
-Ba
ke
r P
ark
Restr
oo
ms-E
lec_
Pchan
g.r
vt
105318
JS
H
Thre
e R
ive
rs P
ark
Dis
tric
t
E2.1RestroomBuilding A FloorPlan - Electrical
2/1
2/1
9
2309 B
aker
Park
Road,
Maple
Pla
in,
MN
55359
BP
RA
Restr
oo
m a
nd
Bo
at
Ren
tal R
ep
lace
men
t
EDI #18-059
2/1
2/1
9
PC
Lic
ense N
um
ber:
40290
Engin
eer:
Jay S
. H
ruby P
.E.
NORTH
1/4" = 1'-0"E2.1
1 RESTROOM BUILDING A FLOOR PLAN - LIGHTING
1/4" = 1'-0"E2.1
2 RESTROOM BUILDING A FLOOR PLAN - POWER & SYSTEMS
NORTH
1
ADDENDUM #1 Page 23 of 32
FVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSING2-SPD TWO SPEEDVFD VARIABLE FREQUENCY DRIVERVS REDUCED VOLTAGE
STARTER TYPES:
FS FUSED SWITCHNFS NON-FUSED SWITCHMCP MOTOR CIRCUIT PROTECTORCB CIRCUIT BREAKER
COMBINATION DISCONNECT TYPES:
HOA HAND-OFF-AUTO SWITCHRP RED (RUN) PILOT LIGHTGP GREEN (POWER) PILOT LIGHT0/0 ON-OFF SELECTOR SWITCHS/S STOP-START PUSHBUTTONS
CONTROL DEVICES:
EC ELECTRICAL CONTRACTORMC MECHANICAL CONTRACTORGC GENERAL CONTRACTORTC TEMPERATURE CONTROLOWN OWNER
ABBREVIATIONS:
1. FUSE PER MANUFACTURER'S RECOMMENDATION. 2. INTERLOCK CONTROL OF EXHAUST FAN WITH LIGHTING CONTROL OCCUPANCY SENSOR. CONNECT TO AUXILIARY RELAY/CONTACT OF OCCUPANCY SENSOR. PROVIDE ALL WIRING,
RACEWAYS, JUNCTION BOXES, ETC. AS REQUIRED.
NOTES:
The a
bove d
raw
ings,
specific
ations a
nd ideas,
desig
n a
nd a
rrangem
ents
repre
sente
d a
re a
nd s
hall
rem
ain
the p
ropert
y o
f th
e A
rchitect,
and n
o p
art
shall
be c
opie
d,
dis
clo
sed t
o o
thers
, or
used in c
onnection w
ith a
ny o
ther
pro
ject
for
whic
h t
hey t
hey h
ave b
een p
repare
d a
nd d
evelo
ped w
ithout
the w
ritt
en p
erm
issio
n o
f th
e A
rchitect.
V
isual conta
ct
with t
hese d
raw
ings o
r specific
ations s
hall
constitu
te c
onclu
siv
e e
vid
ence o
f th
ese r
estr
ictions.
I here
by c
ert
ify t
hat
this
pla
n,
specific
ation,
or
report
was p
repare
d b
y m
e o
r under
my d
irect
superv
isio
n,
and t
hat
I am
a d
uly
Lic
ensed P
rofe
ssio
nal E
ngin
eer
under
the law
s o
f th
e S
tate
of
Min
nesota
.
© K
odet
Arc
hitectu
ral G
roup,
Ltd
.
Date
Date
:
Dra
wn B
y:
Revis
ions:
Pro
ject N
o.:
Checked B
y:
Kodet A
rchitectu
ral G
roup, Ltd
. ©
2017
1 2 3 4 5
D
C
B
A
engi
neer
ing
desi
gn
initi
ativ
e11
12 n
orth
5th
stre
etm
inne
apol
is, m
n 55
411
(612
) 343
-596
5ph
(6
12) 3
43-5
982
fax
www
.edi
limite
d.co
m
2/2
8/1
9, A
ddendum
#1
2/2
7/2
019
2:3
9:2
9 P
MC
:\re
vit lo
cal\20
18
\18
-05
9-R
18
-Ba
ke
r P
ark
Restr
oo
ms-E
lec_
Pchan
g.r
vt
105318
JS
H
Thre
e R
ive
rs P
ark
Dis
tric
t
E5.1ElectricalSchedules
2/1
2/1
9
2309 B
aker
Park
Road,
Maple
Pla
in,
MN
55359
BP
RA
Restr
oo
m a
nd
Bo
at
Ren
tal R
ep
lace
men
t
EDI #18-059
2/1
2/1
9
PC
Lic
ense N
um
ber:
40290
Engin
eer:
Jay S
. H
ruby P
.E.
ELECTRICAL EQUIPMENT SCHEDULE
NO. DESCRIPTIONLOCATION
(RM#)
LOAD
VOLT PHASE PANELCIRCUITNUMBER
CONDUIT &WIRE SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESHP FLA MCA COMPONENTFURN. /INST. COMPONENT
FURN. /INST. COMPONENT
FURN. /INST.
EWH-1
ELECTRIC WATER HEATER A105 18.8 A 23 A 240 V 1 LPA 17,19 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-2
ELECTRIC WATER HEATER A105 18.8 A 23 A 240 V 1 LPA 18,20 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-3
ELECTRIC WATER HEATER B107 18.8 A 24 A 240 V 1 LPB 11,13 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-4
ELECTRIC WATER HEATER B107 18.8 A 24 A 240 V 1 LPB 14,16 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-5
ELECTRIC WATER HEATER C107 18.8 A 24 A 240 V 1 LPC 16,18 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-6
ELECTRIC WATER HEATER C107 18.8 A 24 A 240 V 1 LPC 21,23 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-7
ELECTRIC WATER HEATER E103 18.8 A 24 A 208 V 1 LPE 13,15 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-8
ELECTRIC WATER HEATER E103 18.8 A 24 A 208 V 1 LPE 14,16 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-9
ELECTRIC WATER HEATER BR101 18.8 A 24 A 208 V 1 LP1 13,15 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
EWH-10
ELECTRIC WATER HEATER BR101 18.8 A 24 A 208 V 1 LP1 14,16 (3/4'')C-2#10,#10 GND
---- ---- MFG DIV22/DIV
22
30/3 NEMA 3R DIV26/DIV
26
1
ELECTRICAL EQUIPMENT SCHEDULE
NO. DESCRIPTIONLOCATION
(RM#)
LOAD
VOLT PHASE PANELCIRCUITNUMBER
CONDUIT &WIRE SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESHP FLA MCA COMPONENTFURN. /INST. COMPONENT
FURN. /INST. COMPONENT
FURN. /INST.
ECUH-1
ELECTRIC CABINET UNIT HEATER A101 8.3 A 10 A 240 V 1 LPA 13,15 (1/2'')C-2#12,#12 GND
---- ---- MFG DIV23/DIV
23
30/3 NEMA 3R DIV26/DIV
26
1
ECUH-2
ELECTRIC CABINET UNIT HEATER A105 8.3 A 10 A 240 V 1 LPA 14,16 (1/2'')C-2#12,#12 GND
---- ---- MFG DIV23/DIV
23
30/3 NEMA 3R DIV26/DIV
26
1
ECUH-3
ELECTRIC CABINET UNIT HEATER C105 8.3 A 10 A 240 V 1 LPC 13,15 (1/2'')C-2#12,#12 GND
---- ---- MFG DIV23/DIV
23
30/3 NEMA 3R DIV26/DIV
26
1
ECUH-4
ELECTRIC CABINET UNIT HEATER C106 8.3 A 10 A 240 V 1 LPC 12,14 (1/2'')C-2#12,#12 GND
---- ---- MFG DIV23/DIV
23
30/3 NEMA 3R DIV26/DIV
26
1
ECUH-5
ELECTRIC CABINET UNIT HEATER C107 8.3 A 10 A 240 V 1 LPC 17,19 (1/2'')C-2#12,#12 GND
---- ---- MFG DIV23/DIV
23
30/3 NEMA 3R DIV26/DIV
26
1
ECUH-6
ELECTRIC CABINET UNIT HEATER A101 8.3 A 10 A 240 V 1 LPA 21,23 (1/2'')C-2#12,#12 GND
---- ---- MFG DIV23/DIV
23
30/3 NEMA 3R DIV26/DIV
26
1
EF-1 EXHAUST FAN A103 1 A 1 A 120 V 1 LPA 9 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-2 EXHAUST FAN A104 1 A 1 A 120 V 1 LPA 9 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-3 EXHAUST FAN A105 1 A 1 A 120 V 1 LPA 9 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-4 EXHAUST FAN A102 1 A 1 A 120 V 1 LPA 10 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-5 EXHAUST FAN A101 1 A 1 A 120 V 1 LPA 10 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-6 EXHAUST FAN B104 1 A 1 A 120 V 1 LPB 4 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-7 EXHAUST FAN B103 1 A 1 A 120 V 1 LPB 4 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-8 EXHAUST FAN B102 1 A 1 A 120 V 1 LPB 4 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-9 EXHAUST FAN B101 1 A 1 A 120 V 1 LPB 4 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-10 EXHAUST FAN B105 1 A 1 A 120 V 1 LPB 6 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-11 EXHAUST FAN B106 1 A 1 A 120 V 1 LPB 6 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-12 EXHAUST FAN B107 1 A 1 A 120 V 1 LPB 6 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-13 EXHAUST FAN C104 1 A 1 A 120 V 1 LPC 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-14 EXHAUST FAN C103 1 A 1 A 120 V 1 LPC 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-15 EXHAUST FAN C102 1 A 1 A 120 V 1 LPC 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-16 EXHAUST FAN C101 1 A 1 A 120 V 1 LPC 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-17 EXHAUST FAN C105 1 A 1 A 120 V 1 LPC 10 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-18 EXHAUST FAN C106 1 A 1 A 120 V 1 LPC 10 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-19 EXHAUST FAN C107 1 A 1 A 120 V 1 LPC 10 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-20 EXHAUST FAN E105 1 A 1 A 120 V 1 LPE 9 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-21 EXHAUST FAN E104 1 A 1 A 120 V 1 LPE 9 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-22 EXHAUST FAN E103 1 A 1 A 120 V 1 LPE 9 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-23 EXHAUST FAN E102 1 A 1 A 120 V 1 LPE 8 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-24 EXHAUST FAN E101 1 A 1 A 120 V 1 LPE 8 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-25 EXHAUST FAN BR101 1 A 1 A 120 V 1 LP1 12 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-26 EXHAUST FAN BR102 1 A 1 A 120 V 1 LP1 12 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-27 EXHAUST FAN BR103 1 A 1 A 120 V 1 LP1 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-28 EXHAUST FAN BR104 1 A 1 A 120 V 1 LP1 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
EF-29 EXHAUST FAN BR105 1 A 1 A 120 V 1 LP1 11 (1/2'')C-2#12,#12 GND
---- ---- OCC SENSOR DIV26/DIV
26
MMS DIV26/DIV
26
2
1
1
ADDENDUM #1 Page 24 of 32
A. ALL LIGHT FIXTURE LUMEN VALUES LISTED ARE DELIVERED LUMEN.
B. ALL LED DRIVERS SHALL BE 0-10 VOLT DIMMING DRIVER UNLESS NOTED OTHERWISE.
C. ALL ADDITIONAL HARDWARE FOR MOUNTING OF SURFACE, RECESSED, OR PENDANT FIXTURES SHALL BE INCLUDED UNDER THIS CONTRACT.
D. REFER TO THE MANUFACTURES INSTALLATION INSTRUCTIONS FOR THE MOUNTING REQUIREMENTS OF EACH FIXTURE TYPE PRIOR TO THE INSTALLATION OF THE FIXTURES. GOOD WORKMANSHIP SHALL BE EVIDENT IN THE FINISHED INSTALLATION OR THE ELECTRICAL CONTRACTOR WILL BE REQUIRED TO CORRECT THE POOR WORKMANSHIP AT NO ADDITIONAL COST TO THE OWNER.
E. REFER TO SPECIFICATION SECTION 26 5100 - INTERIOR LIGHTING, FOR ADDITIONAL FIXTURE REQUIREMENTS.
GENERAL NOTES:
The a
bove d
raw
ings,
specific
ations a
nd ideas,
desig
n a
nd a
rrangem
ents
repre
sente
d a
re a
nd s
hall
rem
ain
the p
ropert
y o
f th
e A
rchitect,
and n
o p
art
shall
be c
opie
d,
dis
clo
sed t
o o
thers
, or
used in c
onnection w
ith a
ny o
ther
pro
ject
for
whic
h t
hey t
hey h
ave b
een p
repare
d a
nd d
evelo
ped w
ithout
the w
ritt
en p
erm
issio
n o
f th
e A
rchitect.
V
isual conta
ct
with t
hese d
raw
ings o
r specific
ations s
hall
constitu
te c
onclu
siv
e e
vid
ence o
f th
ese r
estr
ictions.
I here
by c
ert
ify t
hat
this
pla
n,
specific
ation,
or
report
was p
repare
d b
y m
e o
r under
my d
irect
superv
isio
n,
and t
hat
I am
a d
uly
Lic
ensed P
rofe
ssio
nal E
ngin
eer
under
the law
s o
f th
e S
tate
of
Min
nesota
.
© K
odet
Arc
hitectu
ral G
roup,
Ltd
.
Date
Date
:
Dra
wn B
y:
Revis
ions:
Pro
ject N
o.:
Checked B
y:
Kodet A
rchitectu
ral G
roup, Ltd
. ©
2017
1 2 3 4 5
D
C
B
A
engi
neer
ing
desi
gn
initi
ativ
e11
12 n
orth
5th
stre
etm
inne
apol
is, m
n 55
411
(612
) 343
-596
5ph
(6
12) 3
43-5
982
fax
www
.edi
limite
d.co
m
2/2
8/1
9, A
ddendum
#1
2/2
6/2
019
5:1
7:4
2 P
MC
:\re
vit lo
cal\20
18
\18
-05
9-R
18
-Ba
ke
r P
ark
Restr
oo
ms-E
lec_
Pchan
g.r
vt
105318
JS
H
Thre
e R
ive
rs P
ark
Dis
tric
t
E5.2Electrical
Schedules
2/1
2/1
9
2309 B
aker
Park
Road,
Maple
Pla
in,
MN
55359
BP
RA
Restr
oo
m a
nd
Bo
at
Ren
tal R
ep
lace
men
t
EDI #18-059
2/1
2/1
9
PC
Lic
ense N
um
ber:
40290
Engin
eer:
Jay S
. H
ruby P
.E.
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION LENS-LOUVER MOUNTING VOLT WATT
LAMP
COLOR LUMENS
LUMENS
PER WATT BALLAST MANUFACTURERS CATALOG SERIES
APPROVED
ALTERNATE
MANUFACTURES NOTE
C1 (4') INDUSTRIAL POLYCARBONATE LENS CHAINSUSPEND CORD
& PLUG
120 V 44 W LED/6700LM/4000
K
1380 lm 31 lm/W 0-10V LEDDRIVER
EATON 4-LBLED-LD4-6-SYMW-UNV-L840-CD-1-C3-U-AYC-CHAIN/SET
D1 13" EXTERIOR RATED DIAMETER DOWNLIGHT POLYCARBONATE LENS SURFACE 120 V 24 W LED/2000LM/4000
K
3100 lm 129 lm/W 0-10V LEDDRIVER
KENALL MR13FL-SL-20L40K-DV-
D2 6" EXTERIOR RATED DIAMETER DOWNLIGHT POLYCARBONATE LENS RECESSED 120 V 31 W LED/1000LM/3500
K
1700 lm 55 lm/W 0-10V LEDDRIVER
KENALL HADL6-FF-XBR-22L-40K8-W-CSS-G-RIG6-DIM1-
W1 EXTERIOR LED WALL PACK POLYCARBONATE LENS EXTERIORWALL
120 V 10 W LED3146lm3000K
500 lm 50 lm/W LED DRIVER ECONOLIGHT E-VT1L141NG SERIES
2. PROVIDE WITH 120-VOLT SHUNT TRIP
1. PROVIDE GFCI BREAKER.
NOTES:
LABEL AS PER NEC
B. MAIN BREAKER SHALL BE UL SERIES RATED TO BRANCH CIRCUIT PANELBOARD BREAKER/FUSES.
A. PROVIDE WITH INTEGRALLY MOUNTED TRANSIENT VOLTAGE SURGE SUPPRESSION. C. PROVIDE MAIN BREAKER WITH 120-VOLT SHUNT TRIP
GENERAL NOTES:
EST. DEMAND CURRENT: 46 A
CONNECTED CURRENT: 46 A
MTR 12117 VA 100.00% 12117 VA ESTIMATED DEMAND: 16716 VA
LITES 512 VA 125.00% 640 VA CONNECTED LOAD: 16588 VA
RCPT 3960 VA 100.00% 3960 VA
LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS
TOTAL AMPS: 69 A 70 A 14 A
TOTAL LOAD: 7349 VA 7558 VA 1680 VA
SPARE 20 A 1 41 0 0 42 1 20 A SPARE
SPARE 20 A 1 39 0 0 40 1 20 A SPARE
SPARE 20 A 1 37 0 0 38 1 20 A SPARE
SPARE 20 A 1 35 0 0 36 1 20 A SPARE
SPARE 20 A 1 33 0 0 34 1 20 A SPARE
SPARE 20 A 1 31 0 0 32 1 20 A SPARE
SPARE 20 A 1 29 0 0 30 1 20 A SPARE
SPARE 20 A 1 27 0 0 28 1 20 A SPARE
SPARE 20 A 1 25 0 0 26 1 20 A SPARE
SPARE 20 A 1 23 0 0 24 1 20 A SPARE
SPARE 20 A 1 21 0 0 22 1 20 A SPARE
SPARE 20 A 1 19 0 0 20 1 20 A SPARE
PUMP CONTROLLER POWER 20 A 1 17 0 0 18 1 20 A SPARE
-- -- -- -- 15 1955 1955 16 -- -- -- --
EWH-9 - J.C./MECH. BR101 20 A 2 13 1955 1955 14 2 20 A EWH-10 - J.C./MECH. BR101
EF-27, EF-28, EF-29 20 A 1 11 360 240 12 1 20 A EF-25, EF-26
HAND DRYER - ROOM BR104 20 A 1 9 924 924 10 1 20 A HAND DRYER - RESTROOM BR103
HAND DRYER - RESTROOM BR105 20 A 1 7 924 924 8 1 20 A HAND DRYER- ROOM BR102
RCPT ROOM BR102, BR103, BR104, BR105 20 A 1 5 720 360 6 1 20 A RCPT - EXTERIOR
RCPT BOAT RENTAL BR100 20 A 1 3 1080 720 4 1 20 A RCPT - ROOM BR101
LITES - BOAT RENTAL BUILDING 20 A 1 1 512 1080 2 1 20 A RCPT BOAT RENTAL BR100
LOAD DESCRIPTION Notes BKR POLES CKTA B C
CKT POLES BKR Notes LOAD DESCRIPTION
BUS AMPS: 125 AMPS
MAIN DEVICE: 100 A MAIN CB SPECIAL:
MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICAL
LOCATION: J.C./MECH. BR101 VOLTAGE: 208Y/120 V. 3 ø 4 W.
PANELBOARD: LP1
GENERAL LIGHTING (LITES): 125% OF CONNECTED LOADS.RECEPTACLES (RCPT): FIRST 10 kVA AT 100%, REMAINDER AT 50%.COMPUTER LOADS (COMP): INCLUDED WITH RECEPTACLES.MOTOR LOADS (MTR): LARGEST MOTOR AT 125%, REMAINDER AT 100%.KITCHEN (KTCH): 1st & 2nd-100%, 3rd-90%, 4th-80%, 5th-70%, REMAINDER 65%.HEATING OR AIR COND (HEAT OR AC): LARGEST TOTAL OF HEAT OR AC.SPECIFIC LOADS (SPEC): LARGEST AT 100%, REMAINDER AT 100%.WELDERS (WELD): 1st & 2nd-100%, 3rd-85%, 4th-70%, REMAINDER 60%.
DEMAND FACTOR DETERMINATION:
CALCULATED AMPERES 258 A 259 A
TOTAL VOLT AMPERES 62026 VA 62251 VA
MTR 56086 VA 100.00% 56086 VA
LITES 907 VA 125.00% 1133 VA
RCPT 5040 VA 100.00% 5040 VA
LOAD CLASSIFICATION
CONNECTED
LOAD
DEMAND
FACTOR
ESTIMATED
DEMAND LOAD
ELECTRICAL LOAD ESTIMATE
EXISTING TRANSFORMER
SIZE FOR 65% OF ESTIMATED DEMAND LOAD 40463 VA
TOTAL DEMAND VOLT AMPERES 62251 VA
LPC 23516 VA
LPB 17540 VA
LPA 20970 VA
TRANSFORMER CALCULATION
1
1
11
ADDENDUM #1 Page 25 of 32
The a
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s o
f th
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© K
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Ltd
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Date
Date
:
Dra
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Revis
ions:
Pro
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Checked B
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Kodet A
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2309 B
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Park
Road,
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40290
Engin
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Jay S
. H
ruby P
.E.
2. PROVIDE WITH 120-VOLT SHUNT TRIP
1. PROVIDE GFCI BREAKER.
NOTES:
LABEL AS PER NEC
B. MAIN BREAKER SHALL BE UL SERIES RATED TO BRANCH CIRCUIT PANELBOARD BREAKER/FUSES.
A. PROVIDE WITH INTEGRALLY MOUNTED TRANSIENT VOLTAGE SURGE SUPPRESSION. C. PROVIDE MAIN BREAKER WITH 120-VOLT SHUNT TRIP
GENERAL NOTES:
EST. DEMAND CURRENT: 88 A
CONNECTED CURRENT: 87 A
MTR 19294 VA 100.00% 19294 VA ESTIMATED DEMAND: 21029 VA
LITES 238 VA 125.00% 297 VA CONNECTED LOAD: 20970 VA
RCPT 1440 VA 100.00% 1440 VA
LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS
TOTAL AMPS: 88 A 87 A
TOTAL LOAD: 10543 VA 10427 VA
SPARE 20 A 1 41 0 0 42 1 20 A SPARE
SPARE 20 A 1 39 0 0 40 1 20 A SPARE
SPARE 20 A 1 37 0 0 38 1 20 A SPARE
SPARE 20 A 1 35 0 0 36 1 20 A SPARE
SPARE 20 A 1 33 0 0 34 1 20 A SPARE
SPARE 20 A 1 31 0 0 32 1 20 A SPARE
SPARE 20 A 1 29 0 0 30 1 20 A SPARE
SPARE 20 A 1 27 0 0 28 1 20 A SPARE
SPARE 20 A 1 25 0 0 26 1 20 A SPARE
-- -- -- -- 23 1000 0 24 1 20 A SPARE
ECUH-6 20 A 2 21 1000 0 22 1 20 A SPARE
-- -- -- -- 19 2250 2250 20 -- -- -- --
EWH-1 20 A 2 17 2250 2250 18 2 20 A EWH-2
-- -- -- -- 15 1000 1000 16 -- -- -- --
ECUH-1 20 A 2 13 1000 1000 14 2 20 A ECUH-2
EXISTING BOAT RAMP LIGHT POLE 20 A 1 11 0 0 12 1 20 A SPARE
EF 1, EF-2, EF-3 20 A 1 9 360 240 10 1 20 A EF-4, EF-5
A103, A104, A105 - RCEPTCALES 1 20 A 1 7 720 360 8 1 20 A 1 EXTERIOR RECEPTACLES
A104 - HAND DRYER 20 A 1 5 924 360 6 1 20 A 1 A102, A105 - RECEPTACLES
A101 - HAND DRYER 20 A 1 3 924 924 4 1 20 A A103 - HAND DRYER
LITES ROOM A104, A103, A100, A101, A102 20 A 1 1 238 924 2 1 20 A A102 - HAND DRYER
LOAD DESCRIPTION Notes BKR POLES CKTA B
CKT POLES BKR Notes LOAD DESCRIPTION
BUS AMPS: 125 AMPS
MAIN DEVICE: 100 A MAIN CB SPECIAL:
MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICAL
LOCATION: J.C./MECH. A105 VOLTAGE: 120/240 V. 1 ø 3 W.
PANELBOARD: LPA
2. PROVIDE WITH 120-VOLT SHUNT TRIP
1. PROVIDE GFCI BREAKER.
NOTES:
LABEL AS PER NEC
B. MAIN BREAKER SHALL BE UL SERIES RATED TO BRANCH CIRCUIT PANELBOARD BREAKER/FUSES.
A. PROVIDE WITH INTEGRALLY MOUNTED TRANSIENT VOLTAGE SURGE SUPPRESSION. C. PROVIDE MAIN BREAKER WITH 120-VOLT SHUNT TRIP
GENERAL NOTES:
EST. DEMAND CURRENT: 73 A
CONNECTED CURRENT: 73 A
MTR 15408 VA 100.00% 15408 VA ESTIMATED DEMAND: 17623 VA
LITES 335 VA 125.00% 418 VA CONNECTED LOAD: 17540 VA
RCPT 1800 VA 100.00% 1800 VA
LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS
TOTAL AMPS: 76 A 70 A
TOTAL LOAD: 9084 VA 8456 VA
SPARE 20 A 1 41 0 0 42 1 20 A SPARE
SPARE 20 A 1 39 0 0 40 1 20 A SPARE
SPARE 20 A 1 37 0 0 38 1 20 A SPARE
SPARE 20 A 1 35 0 0 36 1 20 A SPARE
SPARE 20 A 1 33 0 0 34 1 20 A SPARE
SPARE 20 A 1 31 0 0 32 1 20 A SPARE
SPARE 20 A 1 29 0 0 30 1 20 A SPARE
SPARE 20 A 1 27 0 0 28 1 20 A SPARE
SPARE 20 A 1 25 0 0 26 1 20 A SPARE
SPARE 20 A 1 23 0 0 24 1 20 A SPARE
SPARE 20 A 1 21 0 0 22 1 20 A SPARE
SPARE 20 A 1 19 0 0 20 1 20 A SPARE
SPARE 20 A 1 17 0 0 18 1 20 A SPARE
LITES - BUILDING B 20 A 1 15 335 2256 16 -- -- -- --
-- -- -- -- 13 2256 2256 14 2 20 A EWH-4 - J.C./MECH B107
EWH-3 - J.C./MECH B107 20 A 2 11 2256 924 12 1 20 A HAND DRYER - RESTROOM B104
HAND DRYER - RESTROOM B102 20 A 1 9 924 924 10 1 20 A HAND DRYER - RESTROOM B103
HAND DRYER - RESTROOM B101 20 A 1 7 924 924 8 1 20 A HAND DRYER - ROOM B106
HAND DRYER - ROOM B105 20 A 1 5 924 360 6 1 20 A EF-10, EF-11, EF-12
RCPT - EXTERIOR 1 20 A 1 3 360 480 4 1 20 A EF-6, EF-7, EF-8, EF-9
RCPT ROOM B101, B102, B103, B104 1 20 A 1 1 720 720 2 1 20 A 1 RCPT ROOM B105, B106, B107
LOAD DESCRIPTION Notes BKR POLES CKTA B
CKT POLES BKR Notes LOAD DESCRIPTION
BUS AMPS: 125 AMPS
MAIN DEVICE: 100 A MAIN CB SPECIAL:
MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICAL
LOCATION: J.C./MECH B107 VOLTAGE: 120/240 V. 1 ø 3 W.
PANELBOARD: LPB
2. PROVIDE WITH 120-VOLT SHUNT TRIP
1. PROVIDE GFCI BREAKER.
NOTES:
LABEL AS PER NEC
B. MAIN BREAKER SHALL BE UL SERIES RATED TO BRANCH CIRCUIT PANELBOARD BREAKER/FUSES.
A. PROVIDE WITH INTEGRALLY MOUNTED TRANSIENT VOLTAGE SURGE SUPPRESSION. C. PROVIDE MAIN BREAKER WITH 120-VOLT SHUNT TRIP
GENERAL NOTES:
EST. DEMAND CURRENT: 98 A
CONNECTED CURRENT: 98 A
MTR 21384 VA 100.00% 21384 VA ESTIMATED DEMAND: 23599 VA
LITES 335 VA 125.00% 418 VA CONNECTED LOAD: 23516 VA
RCPT 1800 VA 100.00% 1800 VA
LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS
TOTAL AMPS: 101 A 95 A
TOTAL LOAD: 12072 VA 11444 VA
SPARE 20 A 1 41 0 0 42 1 20 A SPARE
SPARE 20 A 1 39 0 0 40 1 20 A SPARE
SPARE 20 A 1 37 0 0 38 1 20 A SPARE
SPARE 20 A 1 35 0 0 36 1 20 A SPARE
SPARE 20 A 1 33 0 0 34 1 20 A SPARE
SPARE 20 A 1 31 0 0 32 1 20 A SPARE
SPARE 20 A 1 29 0 0 30 1 20 A SPARE
SPARE 20 A 1 27 0 0 28 1 20 A SPARE
SPARE 20 A 1 25 0 0 26 1 20 A SPARE
-- -- -- -- 23 2256 0 24 1 20 A SPARE
EWH-6 J.C./MECH C107 20 A 2 21 2256 0 22 1 20 A SPARE
-- -- -- -- 19 996 335 20 1 20 A LITES - BULILDING C
ECUH-5 - J.C./MECH C107 20 A 2 17 996 2256 18 -- -- -- --
-- -- -- -- 15 996 2256 16 2 20 A EWH-5 - J.C./MECH C107
ECUH-3 FAMILY CHANGING ROOM C105 20 A 2 13 996 996 14 -- -- -- --
EF-13, EF-14, EF-15, EF-16 20 A 1 11 480 996 12 2 20 A ECUH-4 - FAMILY CHANGING ROOM C106
HAND DRYER - RESTROOM C104 20 A 1 9 924 360 10 1 20 A EF-17, EF-18, EF-19
HAND DRYER - RESTROOM C101 20 A 1 7 924 924 8 1 20 A HAND DRYER - RESTROOM C102
HAND DRYER - ROOM C105 20 A 1 5 924 924 6 1 20 A HAND DRYER - RESTROOM C103
RCPT EXTERIOR 1 20 A 1 3 360 924 4 1 20 A HAND DRYER - ROOM C106
RCPT ROOM C106, C105, C107 1 20 A 1 1 720 720 2 1 20 A 1 RCPT ROOM C104, C103, C102, C101
LOAD DESCRIPTION Notes BKR POLES CKTA B
CKT POLES BKR Notes LOAD DESCRIPTION
BUS AMPS: 225 AMPS
MAIN DEVICE: 150 A MAIN CB SPECIAL:
MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICAL
LOCATION: J.C./MECH C107 VOLTAGE: 120/240 V. 1 ø 3 W.
PANELBOARD: LPC
2. PROVIDE WITH 120-VOLT SHUNT TRIP
1. PROVIDE GFCI BREAKER.
NOTES:
LABEL AS PER NEC
B. MAIN BREAKER SHALL BE UL SERIES RATED TO BRANCH CIRCUIT PANELBOARD BREAKER/FUSES.
A. PROVIDE WITH INTEGRALLY MOUNTED TRANSIENT VOLTAGE SURGE SUPPRESSION. C. PROVIDE MAIN BREAKER WITH 120-VOLT SHUNT TRIP
GENERAL NOTES:
EST. DEMAND CURRENT: 38 A
CONNECTED CURRENT: 38 A
MTR 12117 VA 100.00% 12117 VA ESTIMATED DEMAND: 13869 VA
LITES 252 VA 125.00% 315 VA CONNECTED LOAD: 13807 VA
RCPT 1440 VA 100.00% 1440 VA
LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS
TOTAL AMPS: 57 A 53 A 15 A
TOTAL LOAD: 6224 VA 5734 VA 1848 VA
SPARE 20 A 1 41 0 0 42 1 20 A SPARE
SPARE 20 A 1 39 0 0 40 1 20 A SPARE
SPARE 20 A 1 37 0 0 38 1 20 A SPARE
SPARE 20 A 1 35 0 0 36 1 20 A SPARE
SPARE 20 A 1 33 0 0 34 1 20 A SPARE
SPARE 20 A 1 31 0 0 32 1 20 A SPARE
SPARE 20 A 1 29 0 0 30 1 20 A SPARE
SPARE 20 A 1 27 0 0 28 1 20 A SPARE
SPARE 20 A 1 25 0 0 26 1 20 A SPARE
SPARE 20 A 1 23 0 0 24 1 20 A SPARE
SPARE 20 A 1 21 0 0 22 1 20 A SPARE
SPARE 20 A 1 19 0 0 20 1 20 A SPARE
SPARE 20 A 1 17 0 0 18 1 20 A SPARE
-- -- -- -- 15 1955 1955 16 -- -- -- --
EWH-7 - J.C./MECH. E103 20 A 2 13 1955 1955 14 2 20 A EWH-8 - J.C./MECH. E103
SPARE 20 A 1 11 0 0 12 1 20 A SPARE
EF-20, EF-21, EF-22 20 A 1 9 360 0 10 1 20 A SPARE
HAND DRYER - RESTROOM E105 20 A 1 7 924 240 8 1 20 A EF-23, EF-24
HAND DRYER - ROOM E102 20 A 1 5 924 924 6 1 20 A HAND DRYER - ROOM E104
RCPT ROOM E102, E101 1 20 A 1 3 540 924 4 1 20 A HAND DRYER - RESTROOM E101
LITES - BUILDING E 20 A 1 1 252 900 2 1 20 A 1 RCPT ROOM E103, E104, E105, EXTERIOR
LOAD DESCRIPTION Notes BKR POLES CKTA B C
CKT POLES BKR Notes LOAD DESCRIPTION
BUS AMPS: 125 AMPS
MAIN DEVICE: 100 A MAIN CB SPECIAL:
MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICAL
LOCATION: J.C./MECH. E103 VOLTAGE: 208Y/120 V. 3 ø 4 W.
PANELBOARD: LPE
1
1
ADDENDUM #1 Page 26 of 32
Revised May 2017 Bid Form – Addendum #1
00 4100 - 1
DOCUMENT 00 4100
BID FORM
Bidder
Three Rivers Park District 3000 Xenium Lane North Plymouth, MN 55441-1299
Time: 2:00 PM Date: March 5, 2019
Attention: Superintendent and Secretary to the Board RE: Restroom & Boat Rental Replacement
The undersigned has examined the contract documents, consisting of the Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, and Addenda and is familiar
with the site and location of the project, the nature of the work and local conditions affecting the cost of the work and hereby proposes to furnish all labor, materials, and equipment required for completing the work as described, in strict conformance with all requirements of the Bidding Documents for the Total Base Bid amount of:
BASE BID ____________________________________________ DOLLARS ($___________________)
ALTERNATES
Add Alternate #1 (Sewer Repair): ____________________________________________ DOLLARS ($___________________)
Add Alternate #2 (Building ‘E’ Additional Restroom): ____________________________________________ DOLLARS ($___________________)
Add Alternate #3 (Boat Rental Additional Restroom): ____________________________________________ DOLLARS ($___________________)
Add Alternate #4 (Force Main Relocation): ____________________________________________ DOLLARS ($___________________)
Add Alternate #5 NOT USED
Add Alternate #6 (Add Water Hydrant and Electrical Receptacle for AIS Station): ____________________________________________ DOLLARS ($___________________)
ADDENDUM #1 Page 27 of 32
Revised May 2017 Bid Form – Addendum #1
00 4100 - 2
All Bidders shall submit the following information with their Bid:
1. Bid Security – 5 percent of Total Base Bid 2. Responsible Contractor Verification and Certification Compliance Form
(Attachment A and Attachment A-1)
Bid security in the amount of at least five percent (5%) of the Total Base Bid accompanies this Bid, the same being subject to forfeiture in the event of default.
The undersigned acknowledges receipt of the following Addenda:
Addendum No. Addendum Date
____________ _____________ ____________ _____________ ____________ _____________
The Contractor agrees to commence said work as herein provided at the earliest practicable date and to prosecute the same diligently and without delay. Substantial Completion of Phase 1 shall be no later than September 2, 2019 and Substantial Completion of Phase 2 shall
be no later than May 1, 2020. See Drawings for additional requirements. It is understood by the undersigned that the Owner reserves the right to reject any or all bids and to waive irregularities and formalities in order to serve the best interests of the Owner
and that this bid may not be withdrawn until sixty (60) days after the date of opening. It is understood that if accepted by the Owner, this Bid becomes a part of the Contract documents, and failing to comply with any part of this Bid will be taken as failure of the bidder
to comply with the Contract Documents and will be just cause for rejection of the work. Respectfully Submitted:
Bidder is (Corporation) (Partnership) (Individual) Firm:
By:
Title: Address:
Zip Code Telephone:
E-Mail: END OF DOCUMENT 00 4100
ADDENDUM #1 Page 28 of 32
Revised May 2017 Agreement Form – Addendum #1
00 5200 - 1
DOCUMENT 00 5200
AGREEMENT FORM
Contract No:
Date of Award: Contract For: Baker Park - Restroom & Boat Rental Replacement
Agreement:
This Agreement is entered into under the authority granted by Three Rivers Park District's Board of Commissioners at its regular meeting on Date, 20__ and after the consideration of sealed bids which were submitted to the Superintendent and Secretary to the Board of Three Rivers Park District at a public opening at 2:00 P.m. on March 5, 2019. The Agreement is
between Three Rivers Park District existing under the laws of the State of Minnesota, hereinafter referred to as the Owner, party of the first part, and ___________________________ hereinafter called the Contractor, party of the second part.
Witnesseth: Article 1:
The Contractor, for and in consideration of the payment or payments, herein specified, hereby covenants and agrees to perform all Work as indicated and related on the attached Bid Form for the completion of the Work in strict conformance with the Contract Documents consisting
of this Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement
and Modifications issued after execution of the Contract. Said Contract Documents are hereby referred to and made a part of this Contract to the same extent as if herein set forth. Article 2:
Nondiscrimination:
A. During the performance of this Contract the Contractor agrees as follows:
1. In the hiring of common or skilled labor for the performance of any work under any contract or any subcontract, no contractor, material supplier, or vendor, shall
by reason of race, creed, or color, discriminate against the person or persons who are citizens of the United States or resident aliens who are qualified and available to perform the work to which the employment relates;
2. No contractor, material supplier, or vendor, shall, in any manner, discriminate against, or intimidate, or prevent the employment of any person or person identified in the preceding paragraph or on being hired, prevent, or conspire to
prevent, the person or persons from the performance of work under any contract on account of race, creed, or color;
3. A violation of the nondiscrimination article is a misdemeanor;
ADDENDUM #1 Page 29 of 32
Revised May 2017 Agreement Form – Addendum #1
00 5200 - 2
4. This contract may be canceled or terminated, and all money due, or to become
due under the contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this nondiscrimination article.
Article 3:
The current minimum wage rate per hour to be paid for each classification of work shall be the local prevailing rate, including fringe benefits as defined in Minnesota Statute 177.41-177.44.
Article 4:
The Contractor agrees to commence said work as herein provided at the earliest practicable date and to prosecute the same diligently and without delay. Substantial Completion of Phase 1 shall be no later than September 2, 2019 and Substantial Completion of Phase 2 shall be no later than May 1, 2020. See Drawings for additional requirements.
Article 5:
The Contractor further agrees to make, execute and deliver to the Owner, a Performance Bond and Labor and Material Payment Bond executed by himself and a surety company approved by the Owner, each in the sum of __________________________________________________________________________,
for the use of said Owner and of all persons doing work or furnishing skill, tools, machinery or materials under or for the purpose of this Contract by said Contractor, and this Contract shall not become effective until said Bonds have been received and approved by the Owner.
Article 6: In consideration of the covenants and agreements stated above, the Owner agrees to pay the
Contractor the Contract Sum of $ (with modifications upward or downward,
if any, due to increased or decreased quantities of unit price items if applicable) as mentioned in the Bid of said Contractor which is made a part of this Contract and attached hereto. Installment payments, if any, on account of work done and the materials furnished
by said Contractor under this Contract and actually in place in said project, shall be made in accordance with the provisions of the General Contract Conditions and final payment therefore shall be due and payable on or before thirty (30) days after receipt by the Owner of
a certificate by the Owner's representative that the work has been fully completed and this Contract fully performed by the Contractor and the opinion of the Owner's attorney that the Owner is then obligated to pay the sum contracted for herein.
ADDENDUM #1 Page 30 of 32
Revised May 2017 Agreement Form – Addendum #1
00 5200 - 3
THREE RIVERS PARK DISTRICT
Witnessed By: _ (Name), Board Chair Date
_ Boe R. Carlson, Superintendent Date
and Secretary to the Board
Witnessed By: CONTRACTOR
Date
Date
CORPORATE SEAL
END OF DOCUMENT 00 5200
ADDENDUM #1 Page 31 of 32
Revised May 2017 Agreement Form – Addendum #1
00 5200 - 4
BLANK PAGE
ADDENDUM #1 Page 32 of 32