04 Plans 2024-06 Micro Park White Pine Trail.pdf
PDF 953 KB Posted
- Attached to
- Micro Park - White Pine Trail Location
- Solicitation number
- 2024-12
- Issued by
- Washtenaw County, Burt CDP, Michigan
About this file
These are bidding plans for the City of Cadillac Micro Parks project, specifically for the White Pine Trail Location, prepared by Prein & Newhof engineering firm. The project involves constructing a micro park with approximately 100 square yards of concrete area, a 6' x 10' concrete mural wall, 70 linear feet of 12" culvert, 3 exercise stations, and 1 solar light. Bids are due by 2:00 p.m. on Tuesday, July 9, 2024, to be publicly opened at the Cadillac Municipal Complex, with contract documents available from the project engineer for a nonrefundable fee of $30.00 per mailed set of plans.
Bidders are required to submit a proposal guarantee of 5% in the form of a cashier's check, certified check, money order, or bid bond. The successful bidder must provide performance and labor/material bonds, each covering 100% of the contract price. The project is located on White Pine Trail (Sunnyside Drive) and will be constructed according to Michigan Department of Transportation 2020 Standard Specifications, with specific attention to traffic control, utility protection, and site-specific design requirements. Proposed features include bicycle racks, a bench, waste receptacle, visitor bureau sign, and a concrete wall prepared for a mural.
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Text version
N
PLANS FOR
CITY OF CADILLAC
AND SHALL BE RESPONSIBLE FOR CONSTRUCTION SIGNING AND WORK ZONE PROTECTION.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PARKING LOTS AT ALL TIMES,
2011 EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
PLACING OF TEMPORARY TRAFFIC CONTROL ITEMS SHALL BE DONE IN ACCORDANCE WITH THE
OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.
NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY
WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY
EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS
THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL WORKING DAYS, FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, STANDARD SPECIFICATIONS AND DETAILS.
AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND THE CITY OF CADILLAC
MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION
THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE
WHITE PINE TRAIL LOCATION
PROJECT LOCATION
(SUNNYSIDE DRIVE)
WHITE PINE TRAIL
TITLE SHEET
MICRO PARKS
WHITE PINE TRAIL LOCATION
P&N JN:
DATE:
DESIGN:
SHEET6/11/2024
HOUK
2230214
NO SCALE
CITY OF CADILLAC MICRO PARKS
BIDDING
PLANS FOR
P&N JN:
DATE:
DESIGN:
SHEET6/11/2024
HORZ. (FT)
HOUK
2230214
CITY OF CADILLAC MICRO PARKS
BIDDING
PLANS FOR
T
R A
IN
IN
G Z
O N
E
WHITE PINE TRAIL LOCATION
AGGREGATE BASE, 6 INCH
DRIVEWAY, NONREINF CONC, 6 INCH
CROSS SLOPE
2.0% OR FLATTER
PROPOSED CONCRETE SECTION
PLAN AND TYPICAL SECTIONS
N
SUNNYSIDE DRIVE
CADILLAC SHORES DRIVE
WHITE PINE TRAIL
VISITOR BUREAU SIGN
PROPOSED
(4' X 10' CONCRETE FOOTING)
6' TALL X 10' LONG WALL
CONCRETE WALL FOR MURAL
PROPOSED FREESTANDING
BICYCLE RACKS
PROPOSED
BENCH
PROPOSED
WASTE RECEPTACLE
PROPOSED
MOUNTED SOLAR LIGHT
PROPOSED POLE
30'
50'
'2
EX HMA
FEATURES
EXERCISE
5'
4'
AND EMBANKMENT, CIP AS REQUIRED
PAID FOR AS EXCAVATION, EARTH
GRADE TO THIS LINE.
M
IN
RESTORATION
SLOPE
1:6
1'
CONCRETE, 6 INCH
DRIVEWAY, NONREINF
PROPOSED
END SECTIONS
12" CULVERT WITH
PROPOSED
P&N JN:
DATE:
DESIGN:
SHEET6/11/2024
HOUK
2230214
NO SCALE
CITY OF CADILLAC MICRO PARKS
BIDDING
PLANS FOR
2 x 6 KEYWAY
TYPICAL WALL CONSTRUCTION JOINT
(TYP.)
BACK, EACH FACE AND TOP OF WALL
(2) 3/4" CHAMFER STRIPS BACK TO
CONSTRUCTION JOINTS
REINFORCING AT WALL
STOP ALL HORZ.
CONCRETE WALL
TYPICAL WALL CONTROL JOINT
CONCRETE WALL
AT WALL CONTROL JOINTS
STOP 50% OF HORZ. REINFORCING
(TYP.)
BACK, EACH FACE AND TOP OF WALL
(2) 3/4" CHAMFER STRIPS, BACK TO
FOUNDATIONS, 3" FOR SLABS. PROVIDE AIR ENTRAINED CONCRETE FOR EXTERIOR EXPOSURES.
CONCRETE SHALL HAVE A WATER/CEMENT RATIO NOT EXCEEDING 0.45; SLUMP LIMITS: 4" FOR FOOTINGS AND 6.
EXPOSED EDGES OF CONCRETE WALL SHALL BE CHAMFERED 3/4".5.
FORM ALL CONCRETE.4.
ASTM A-1064WELDED WIRE FABRIC :
ASTM A-615 GRADE 60REINFORCING BARS :3.
f'c = 4000 PSIFOOTINGS, WALLS, PIERS :
STANDARD WEIGHT CONCRETE :
CONCRETE STRENGTH2.
(315) FOR THE MIXING, FABRICATION AND PLACEMENT OF CONCRETE, REINFORCING STEEL, AND ACCESSORIES.
STRUCTURAL CONCRETE (301); CODE REQUIREMENTS (318); AND THE MANUAL OF STANDARD PRACTICE FOR DETAILING
WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR 1.
CONCRETE NOTES
BACKFILL AND EXCAVATION PER SPECIFICATIONS.4.
EARTH FORMS ARE NOT PERMITTED UNLESS SPECIFICALLY NOTED.3.
LEAST 95% OF THE MAXIMUM DENSITY PER ASTM D-1557. COMPACTING BY FLOODING IS NOT PERMITTED.
PLACE STRUCTURAL BACKFILL IN LAYERS NOT EXCEEDING 9" LOOSE THICKNESS. COMPACT EACH LAYER TO AT 2.
THE ELEVATION NOTED, ENLARGE OR LOWER FOOTINGS AT THE DIRECTION OF THE ENGINEER.
FOUNDATIONS ARE DESIGNED BASED ON SOIL BEARING OF 2000 PSF. IF SOIL OF THIS CAPACITY IS NOT FOUND AT 1.
FOUNDATION NOTES
OWNER IS SOLELY RESPONSIBLE FOR EMPLOYING/PROVIDING SPECIAL INSPECTIONS.
SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17 OF THE BUILDING CODE. THE BUILDING 4.
THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS.
DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE PER TYPICAL CONSTRUCTION IN THE BUILDING CODE AND OF 3.
VERIFY DIMENSIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO THE ENGINEER.2.
CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE BUILDING CODE.1.
GENERAL
SIZE
BAR
f'c = 3,000 psi
TOP BARS OTHER BARS
f'c = 4,000 psi
TOP BARS OTHER BARS
f'c = 5,000 psi
TOP BARS OTHER BARS
#3
#4
#5
#6
#7
#8
#9
28"
37"
47"
56"
81"
93"
105"
22"
29"
36"
43"
63"
72"
81"
24"
32"
40"
48"
70"
80"
91"
19"
25"
31"
37"
54"
62"
70"
22"
29"
36"
43"
63"
72"
81"
17"
22"
28"
33"
49"
55"
63"
1. TABLE VALUES ARE FOR ASTM A615 GRADE 60 UNCOATED REINFORCING AND
NORMAL WEIGHT CONCRETE.
2. CONCRETE CLEAR COVER 1" OR GREATER AND REINFORCING BAR CENTER TO
CENTER SPACING IS AT LEAST THREE (3) BAR DIAMETERS.
3. LAP SPLICE LENGTHS FOR OTHER CONDITIONS INCLUDING LIGHTWEIGHT
CONCRETE, EPOXY COATED REINFORCING, AND BUNDLED BARS SHALL BE
CALCULATED PER ACI 318.
4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST
BELOW THE BARS. HORIZONTAL REINFORCING IN WALLS ARE TOP BARS.
REINFORCING STEEL LAP SPLICE LENGTHS
NOTES
d
\D"
\D"
4d OR
2 1/2" MIN.
OFFSET
REBAR BENDS & END HOOKS
ALL BENDS SHALL BE MADE COLD
\D" : 10d FOR #14 AND #18
\D" : 8d FOR #9 THRU #11
\D" : 6d FOR #3 THRU #8
NOTE
SCALE : NONE
SCALE : NONE
FREESTANDING CONCRETE WALL
(1) #5 BAR CONT.
OR SLAB
FINISHED GRADE
8"
CONCRETE STEM WALL
3 1/2" CLR.
CONCRETE FOOTING
#5 BARS HORZ. @ 12" o.c.
#5 BARS VERT. @ 12" o.c.
4'-0"
#5 BARS @ 12" o.c.
(4) #5 BARS
NOTES
20"
M I N
SUBGRADE
COMPACTED
5" CLR.
3" CLR.
GENERAL STRUCTURAL NOTES
1. PROVIDE CONSTRUCTION JOINT OR
CONTROL JOINT 12'-6" o.c. MAXIMUM.
P L
A N
W A
L L
H E
I G
H T
ALTERNATE HOOK DIRECTION
#5 DOWEL @ 12" o.c.
12"
36"
M A
X
H E
I G
H T
WHITE PINE TRAIL LOCATION
EXPOSED EDGES
3/4" CHAMBER
(BOTH SIDES)
WALL PAINTING
FINISH FOR MURAL
SMOOTH CONCRETE
CONCRETE WALL DETAILS
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