22438 Addendum 3.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 230000000616
- Issued by
- Luce County, Michigan
About this file
This document is Addendum No. 3 for the Muskallonge Lake State Park West Campground Toilet Shower Building project being conducted by the Michigan Department of Technology, Management and Budget (DTMB) State Facilities Administration. The addendum includes updates to the project drawings, such as the addition of a handrail to the ramp at the northeast side of the building, slight grading adjustments, and increased plantings in the greenspace islands. The bid date remains Wednesday, August 2, 2023.
The project is located at 29881 County Road 407 in Newberry, Michigan within Luce County. Contractors are advised that all questions should be emailed to the project manager, and bid attachments must be uploaded to the SIGMA VSS system. Emailed submissions may be accepted on a case-by-case basis if SIGMA VSS issues are experienced. The contract documents do not provide any information on pricing terms, set asides, incumbent contractors, funding sources, or award amounts.
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Other files
| File | Type | Posted |
|---|---|---|
| 22438 Specs 2.pdf | ||
| 22438 Addendum 1 Part 1.pdf | ||
| 22438 Drawings 4.pdf | ||
| 22438 Advertisement.pdf | ||
| 22438 Specs 1.pdf | ||
| 22438 Addendum 4.pdf | ||
| 22438 Addendum 1 Part 2.pdf | ||
| 22438 Drawings 3.pdf | ||
| 22438 Drawings 1.pdf | ||
| 22438 Addendum 2.pdf | ||
| 22438 Specs 3.pdf | ||
| 22438 Drawings 5.pdf | ||
| 22438 Drawings 2.pdf |
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Text version
Addendum 3
ADDENDUM NO. 3
DATE: 7/28/2023
PROJECT: Muskallonge Lake State Park West Campground Toilet Shower Building
OWNER: MI DTMB
BID DATE: Wednesday, August 2, 2023**This Addendum Does Not Change the Bid Date**
The following shall be incorporated into the Contract Documents dated 2023 JUL 7.
GENERAL
This addendum is being issued to add a handrail to the ramp at the NE side of the building. Slight grading adjustments are also included. Additional plantings in greenspace islands are also included.
DRAWINGS
G-000 – COVER & DRAWING INDEX – Attached Re-issued indicating Addendum 3 sheets issued.
C-130 – SITE PLAN – Attached Re-issued to add handrail at ramp from ADA parking space and increase plantings scope.
C-170 – GRADING PLAN – Attached Re-issued with corrections and adjustments in grading.
C-510 – DETAILS – Attached Re-issued to add details for ramp handrail.
End of Addendum No. 3
PROJECT LOCATION MAP
PROJECT LOCATION
MUSKALLONGE LAKE STATE PARK
29881 County Road 407 Newberry, MI 49868
WEST CAMPGROUND TOILET SHOWER BUILDING
ISSUED: 2023/07/07
CONSTRUCTION DOCUMENTS
OHM PROJECT No. 7136-22-0120
DTMB File No. 751.22438.ABG
DRAWING INDEX
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SHEET NAME 2
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GENERAL
G-000 COVER & DRAWING INDEX • • • •
CIVIL
C-001 NOTES •
C-002 SITE ACCESS AND LAYDOWN •
C-010 LEGEND •
C-090 SOIL BORINGS •
C-120 REMOVAL PLAN • •
C-130 SITE PLAN • • •
C-170 GRADING PLAN • •
C-510 DETAILS • • •
STRUCTURAL
S-001 ABBREVIATIONS, SPECIAL INSPECTION REQUIREMENTS AND SYMBOLS •
S-002 STRUCTURAL NOTES • •
S-101 FOUNDATION PLAN • •
S-102 CONCRETE SLAB PLAN •
S-111 ROOF FRAMING PLAN •
S-501 STRUCTURAL DETAILS •
S-502 STRUCTURAL DETAILS •
S-503 STRUCTURAL DETAILS •
ARCHITECTURAL
A-001 ARCHITECTURAL NOTES & SYMBOLS •
A-002 MOUNTING LOCATIONS AND TYPICAL RESTROOM DETAILS • •
A-101 FIRST FLOOR PLAN •
A-111 ROOF PLAN •
A-201 EXTERIOR ELEVATIONS •
A-301 BUILDING SECTIONS •
A-311 WALL SECTIONS •
A-411 ENLARGED PLANS •
A-451 INTERIOR ELEVATIONS • •
A-452 INTERIOR ELEVATIONS •
A-501 TYPICAL DETAILS •
A-601 SCHEDULES AND DETAILS •
PLUMBING
P-001 PLUMBING NOTES AND SYMBOLS • •
P-101 PLUMBING PLAN • •
P-901 PLUMBING ISOMETRICS • •
MECHANICAL
M-001 MECHANICAL NOTES AND SYMBOLS •
M-101 FIRST FLOOR MECHANICAL PLAN •
M-601 MECHANICAL SCHEDULES •
ELECTRICAL
E-001 ELECTRICAL NOTES AND SYMBOLS •
EP101 FIRST FLOOR POWER PLAN •
EL101 FIRST FLOOR LIGHTING PLAN • •
E-501 ELECTRICAL DETAILS •
E-601 ELECTRICAL SCHEDULES • •
Muskallonge Lake State Park 29881 Co Rd 407 Newberry, MI 49868 906-658-3338
OWNER
OHM Advisors Zane Hyrkas, P.E.
424 Hancock Street Hancock, MI 906-482-0535 zane.hyrkas@ohm-advisors.com
PROJECT MANAGER
PERMIT SUBMISSIONS
APPLICATION
DATE PERMITS
APPROVAL
DATE
[YYYY/MM/DD] BUILDING [YYYY/MM/DD]
[YYYY/MM/DD] MECHANICAL [YYYY/MM/DD]
[YYYY/MM/DD] PLUMBING [YYYY/MM/DD]
[YYYY/MM/DD] ELECTRICAL [YYYY/MM/DD]
[YYYY/MM/DD] DTMB SESC SOIL EROSION [YYYY/MM/DD]
[YYYY/MM/DD] EGLE HAZARDOUS MATERIAL ABATEMENT NOTIFICATION [YYYY/MM/DD]
[YYYY/MM/DD] EGLE CAMPGROUND GROUP PERMIT [YYYY/MM/DD]
I Certify That The Civil Plans Were Prepared Under My Direct Supervision
I Certify That The Structural Plans Were Prepared Under My Direct Supervision
I Certify That The Architectural Plans Were Prepared Under My Direct Supervision
I Certify That The Plumbing & Mechanical Plans Were Prepared Under My Direct Supervision
I Certify That The Electrical Plans Were Prepared Under My Direct Supervision
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STATE OF MICHIGAN
DESIGN AND CONSTRUCTION DIVISION
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE FACILITIES ADMINISTRATION
PARKS AND RECREATION DIVISION
MUSKALLONGE LAKE STATE PARK
JAMES DZELAK, UNIT SUPERVISOR
STATE OF MICHIGAN
DEPARTMENT OF NATURAL RESOURCES
ADAM P. LACH, RA, DIRECTOR
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R feetGRAPHIC SCALE: FULL feetHALF
3020105
43.0'
49.3'
TIE TO EXISTING WATER SUPPLY
TIE TO EXISTING SANITARY W INV 636.70'
ADJUST MANHOLE RIM TO FINISH GRADE
6.0'
6.0'
SIDEWALK, CONC, 4 INCH
SIDEWALK, CONC, 4 INCH
GREEN SPACE
PROPOSED WATER SERVICE
PROPOSED SANITARY LEAD
57.9'
PROPOSED L.P. GAS LINE
RELOCATED PROPANE TANK
ADA PARKING
PARKING BUMPERS (TYP)
INSTALL ADA PARKING SIGN, SEE DETAIL
7 ON SHEET C-501 (TYP)
PROPOSED BLOW OFF VALVE
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4.3'
10' (TYP)
9' (TYP)
6.0'
6.0'
SIDEWALK, CONC, 4 INCH
SIDEWALK, CONC, 4 INCH
CONCRETE SPILL PAD (TYP), SEE
DETAIL 1 ON SHEET C-501
22.0'
CURB STOP
CONCRETE PARKING:
PARALLEL PARKING
26.4' 26.4'
8.0' (TYP)
2.8'
PROPOSED HAND HOLE. FEED EXISTING CONDUCTORS INTO HANDHOLE
TO SPLICE NEW CONDUCTORS FOR NEW PANEL FEED. SEE DETAIL 3 ON E-501
FOR HAND HOLE DETAIL.
RP-W WITHIN TOILET/SHOWER BUILDING.
SEE BUILDING PLAN SHEET EP-101
FOR PLACEMENT OF PANEL WITHIN BUILDING.
2" CONDUIT WITH 3-#2/0AWG + #3EG. CONDUCTORS TO BE ALUMINUM.
RESTORE LAYDOWN AREA
SLOPE RESTORATION (TYP)
DETECTABLE WARNING SURFACE
EXISTING SANITARY MANHOLE
PROPOSED RIM ELEV: 639.97'
MUSKALLONGE STATE PARK TOILET/SHOWER BUILDING1
0°
19' (TYP)
PAVEMENT MARKING, 4 INCH, WHITE (TYP)
PAVEMENT MARKING, 4 INCH, WHITE (TYP)
ADA PAVEMENT MARKING SYMBOL (MI) - BLUE
ADA PAVEMENT MARKING SYMBOL (FED) - BLUE
PAVEMENT MARKING, 4 INCH, WHITE (TYP)
INSTALL NEW 4" DIA SANITARY LINE
PROPOSED HANDRAILS
SEE DETAIL 11/C510
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ECW641.70
ECW641.80
ECW641.88
641.55
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641.46
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639.35
MATCH EX
639.84
MATCH EX
641.12
MATCH EX
641.29
MATCH EX
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R feetGRAPHIC SCALE: FULL feetHALF Value
####Value#
CONCRETE BUILDING SLAB
FF ELEV: 642.00'
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NOTE:
1. FINISHED FLOOR ELEVATION 642.00' EQUALS ARCHITECTURAL SHEETS FINISH FLOOR ELEVATION OF 100.00'
2. ALL SLOPES SHALL MEET ADA ACCESSIBILITY REQUIREMENTS.
DETAIL GRADING1
8.33% MAX2%
MAX
2% M
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2% MAX
8.33% MAX5% MAX
5% MAX
2% MAX
2% MAX
5% MAX
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1 8"
45° (TYP)
2"
COPPER TUBE
100-105SSG
JOMAR BRASS LEAD FREE VALVE
BALL VALVE CAN BE INSTALLED
WITH SIZE: 3
4, 1, 1 14, 2 INCH
BRASS ADAPTER LEAD FREE
4, 1, 1 14, 2 INCH INSERT *NSP OR
NIP X NIP
3" PVC SCH 30 PIPE
3" PVC SCH 30 CAP
4" SHIFTER VALVE FOR BLOW DOWN
HANDLE TO VALVE
OPEN/CLOSE
4' 7"
GUTTER SPILL PAD DETAIL1
SILT FENCE5
2 C
2 C
1.5 C
1.5
1.13
7.00'
" M
IN
3 LBS STEEL POST
1.5 1.5C
0.51C 1.5
NOTE: USE R7-8b ONLY WHERE SPECIFIED ON PLANS
HANDICAP PARKING SIGN DETAIL7
EXISTING MATERIAL TO REMAIN
(COMPACTED TO 95%)
6" MDOT CL II SUBBASE
(COMPACTED TO 95%)
TYPICAL SIDEWALK SECTION2WINTREX BLOWOFF VALVE3
4" CONCRETE PAVEMENT
6" REINFORCED MDOT GRADE 4500HP CONCRETE WITH 6"
X 6" REINFORCING MESH W1.4 X 1.4 WWF
8" MDOT 22A AGGREGATE BASE
(COMPACTED TO 95%)
EXISTING MATERIAL TO REMAIN
(COMPACTED TO 95%)
12" MDOT CL II SUBBASE
(COMPACTED TO 95%)
TYPICAL CONCRETE PAVEMENT SECTION4
UTILITY TRENCH DETAIL NOT UNDER ROADBED8
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A
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SECTION A-A
CL II SAND
34R STONE, 6 INCH
GEOTEXTILE SEPERATOR
SPLASH PAD, CONC, 4 INCH
ROLLED CURB, CONC
ROLLED CURB, CONC
SPLASH PAD, CONC, 4 INCH
34R STONE, 6 INCH2.
0'
2.
0'
2.0'
3.0'
CRZ CALCULATION
CRZ RADIUS = DRIP LINE OF TREE OR DIAMETER
OF TREE X 12 (INCHES), WHICHEVER IS GREATER
CRITICAL ROOT ZONE (CRZ)
TRENCHING / FENCING SECTION
TREE PROTECTION6
8' - 0" 6" MIN
9" 9"
4 12" 4 12"
1" 2" 4"
1' - 6"
9"
6 3 4" M
IN
8"
M
AX
4" REINFORCING RODS (TYP)
4" HOLE FOR 5
8" X 1'-4" STEEL ANCHOR PIN (TYP)
4" REINFORCING RODS - 2 EA
8" MIN
PARKING BUMPER DETAIL9
22 8
4.1 3.8 4.1
3 6 3
3.94 4.12 3.94
8.5
9.87
6" 4"
8"
EARTH DISTURBANCE10
1 12 Ø STANDARD WEIGHT WELDED PIPE
HANDRAIL WITH WELDED JOINTS
51"
" 37 1 2"
9"
12"
1 2"
12"
1 2"
1. UNLESS NOTED OTHERWISE ALL RAMP POSTS, HANDRAILS, RAILINGS AND RETURNS
SHALL BE HOT DIPPED GALVANIZED SCHEDULE 40 STEEL.
2. HANDRAIL ASSEMBLY SHALL BE FULLY WELDED SINGLE PIECE. WELDING SHALL BE PRIOR
TO HOT DIP GALVANIZING.
3. SURFACE MOUNTED PLATES SHALL BE ALIGNED WITH SLOPE OF RAMP. CONTRACTOR
SHALL CONFIRM SLOPES PRIOR TO SUBMITTING SHOP DRAWINGS.
4. ALL DIMENSIONS AND MATERIALS FOR HANDRAIL SHALL COMPLY WITH MICHIGAN AND
FEDERAL ADA ACCESS REQUIREMENTS.
5. RAMP SHALL BE A NON-SLIP HORIZONTAL BROOM FINISH.
6. CONTRACTOR SHALL FIELD MEASURE AND ADJUST PLATE SIZE AS REQUIRED TO MEET
MINIMUM EDGE DISTANCE FOR ANCHORS.
HANDRAIL DETAIL11
1-1/2"
4"
1-1/2"
5 8" ANCHORS THROUGH
1116"Ø HOLES. INSTALL
ANCHORS W/ POWERS
AC100+, 7" MIN
EMBEDMENT
1- 1/
2" 4"
1-1/2"
1/4"
1-1/2"
MINIMUM EDGE
DISTANCE
EDGE OF CONCRETE
60"
54"
36" MIN
MIN 1.0' MATCHING GRADE
OUTSIDE WALK LIMITS
14" HOT DIP GALVANIZED
STEEL PLATE
MAINTAIN MINIMUM EDGE CLEARANCE
SEE DETAIL TO RIGHT
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File details come from the government source that posted it. Updated .