© kodet architectural group, ltd. baker park restroom...

© 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 of 32





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 of 32





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 of 32





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 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 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 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 of 32

SS

SS

SS

SS

SS

SS

W

W

W

W

E

E

E

W

SS

SS

TRAN

W

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

2146

969.

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U U

MON967.30100

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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BRNG2

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LAKE INDEPENDENCE

DNR ID# 27017600

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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

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MC

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umen

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tric

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A0.1Overall Site Plan

2309

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er P

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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 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


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


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"


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


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

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umen

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18

her

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sl

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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

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nd B

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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 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

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ts re

pres

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e an

d sh

all r

emai

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e pr

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f the

Arc

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o pa

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all b

e co

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, dis

clos

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or u

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in c

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ith a

ny o

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pro

ject

for w

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they

hav

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perm

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ese

draw

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or s

peci

ficat

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sha

ll co

nstit

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of th

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rest

rictio

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Che

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By:

Proj

ect N

o.:

Rev

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Dra

wn

By:

Dat

e:Fe

brua

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2, 2

019

Dat

e

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Bak

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Pla

in, M

N 5

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t Arc

hite

ctur

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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 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



PRIOR TO EXCAVATION



1-800-252-1166



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 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

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, dis

clos

ed to

oth

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or u

sed

in c

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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

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ith th

ese

draw

ings

or s

peci

ficat

ions

sha

ll co

nstit

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conc

lusi

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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



PRIOR TO EXCAVATION



1-800-252-1166



2/28

/19

Adde

ndum

#1

C1.3

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 of 32

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2/28

/19



PRIOR TO EXCAVATION



1-800-252-1166



2/28

/19

Adde

ndum

#1

C1.4

1053

18/H

TPO

18-

055

ALM

CJH

CIVIL PLAN& PROFILE

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 of 32

1 2 3 4 5 6

D

C

B

A

18-0

55_C

IV-U

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Feb

26,

201

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2/28

/19



PRIOR TO EXCAVATION



1-800-252-1166



2/28

/19

Adde

ndum

#1

C1.5

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 of 32

1 2 3 4 5 6

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2/28

/19



PRIOR TO EXCAVATION



1-800-252-1166



2/28

/19

Adde

ndum

#1

C1.6

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 of 32

1 2 3 4 5 6

D

C

B

A

18-0

55_C

IV-D

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Feb

26,

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2/28

/19



PRIOR TO EXCAVATION



1-800-252-1166



2/28

/19

Adde

ndum

#1

C3.1

1053

18/H

TPO

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055

ALM

CJH

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 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

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ley

Thre

e R

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s Pa

rk D

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The

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Num

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4272

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Thor

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Engi

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: Cha

rles

J. H

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y, P

E

2/28

/19



PRIOR TO EXCAVATION



1-800-252-1166



2/28

/19

Adde

ndum

#1

C3.2

1053

18/H

TPO

18-

055

ALM

CJH

DETAIL

1

1

ADDENDUM #1 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 of 32

02/28/2019 EDI#18-059


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


None. CHANGES TO THE MECHANICAL DRAWINGS: Drawing M1.1 – RESTROOM BUILDING A - MECHANICAL:

ADDENDUM #1 of 32

02/28/2019 EDI#18-059


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


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 E5.3 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 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

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ents

repre

sente

d a

re a

nd s

hall

rem

ain

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ropert

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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

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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

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105318

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S

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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

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tal R

ep

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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 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

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9-R

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lec_

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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 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

6/2

019

5:1

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MC

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g.r

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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 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

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982

fax

www

.edi

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tric

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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


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


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


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


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


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


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


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


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


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


26

1

ECUH-2


---- ---- MFG DIV23/DIV

23


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


26

1

ECUH-4


---- ---- MFG DIV23/DIV

23


26

1

ECUH-5


---- ---- MFG DIV23/DIV

23


26

1

ECUH-6


---- ---- MFG DIV23/DIV

23


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



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



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


26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



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


26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



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


26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



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


26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2



26

MMS DIV26/DIV

26

2

1

1

ADDENDUM #1 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


KENALL MR13FL-SL-20L40K-DV-

D2 6" EXTERIOR RATED DIAMETER DOWNLIGHT POLYCARBONATE LENS RECESSED 120 V 31 W LED/1000LM/3500

K


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 of 32

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

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ke

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ark

Restr

oo

ms-E

lec_

Pchan

g.r

vt

105318

JS

H

Thre

e R

ive

rs P

ark

Dis

tric

t

E5.3Electrical

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.



NOTES:

LABEL AS PER NEC



GENERAL NOTES:





RCPT 1440 VA 100.00% 1440 VA


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


BUS AMPS: 125 AMPS



LOCATION: J.C./MECH. A105 VOLTAGE: 120/240 V. 1 ø 3 W.

PANELBOARD: LPA



NOTES:

LABEL AS PER NEC



GENERAL NOTES:





RCPT 1800 VA 100.00% 1800 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



BUS AMPS: 125 AMPS



LOCATION: J.C./MECH B107 VOLTAGE: 120/240 V. 1 ø 3 W.

PANELBOARD: LPB



NOTES:

LABEL AS PER NEC



GENERAL NOTES:





RCPT 1800 VA 100.00% 1800 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



BUS AMPS: 225 AMPS



LOCATION: J.C./MECH C107 VOLTAGE: 120/240 V. 1 ø 3 W.

PANELBOARD: LPC



NOTES:

LABEL AS PER NEC



GENERAL NOTES:





RCPT 1440 VA 100.00% 1440 VA


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


BUS AMPS: 125 AMPS



LOCATION: J.C./MECH. E103 VOLTAGE: 208Y/120 V. 3 ø 4 W.

PANELBOARD: LPE

1

1

ADDENDUM #1 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 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 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 of 32


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 of 32


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 of 32


00 5200 - 4

BLANK PAGE

ADDENDUM #1 of 32