Attachment_C_-_Plans.pdf
PDF 3 MB Posted
- Attached to
- McPherson Wetlands - Concrete Pads and Piers
- Solicitation number
- EVT0009759
- Issued by
- Mcpherson County, Kansas
About this file
This document is a set of construction plans for an ADA parking stall, ramp, and concrete project at the McPherson Wetlands area, as part of a contract opportunity from the Kansas Department of Wildlife and Parks (KDWP). The plans detail the layout, dimensions, and construction specifications for the ADA parking stall, accessible ramp, and associated concrete work. Key details include the project location, contacts, concrete and reinforcement requirements, ramp layout and profile, and ramp construction details. The project is scheduled for completion by 12/04/2023.
The plans provide comprehensive technical specifications for the concrete and ramp construction, including requirements for concrete strength, air entrainment, reinforcement clearances, and ramp features such as handrails and step details. No pricing, set-asides, or funding information is included in the plans. This appears to be a stand-alone technical document for the construction phase of the project, rather than a full solicitation package.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum_1_-_Dimensions_added___Decking_Material.pdf | ||
| Attachment_B_-_Specifications.pdf | ||
| Attachment_A_-_Plans.pdf | ||
| EVT0009759_-Concrete_Pads_and_Piers_-_RFQ.docx | DOCX document | |
| Amendment_2_-_EVT0009759.docx | DOCX document | |
| Amendment_1_-_EVT0009759.docx | DOCX document | |
| McPherson_Wetlands_-_Concrete_Pads_and_Piers.pdf |
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Text version
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KANSAS DEPARTMENT O WILDLIE PARKS
MCPHERSON WETLANDS
ADA PARKING STALL, ADA RAMP, AND CONCRETE
PROECT CONTACTS
P P P
D P
P D K
D P P D P D W D P D D P D
PROJECT LOCATION
KDWP PROJECT NUMBER
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4/
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C O N C R E T E L
A Y O U T
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KDWP PROJECT NUMBER
TE LAN
Feet
1" : 8'
A
ENERAL NOTE
ROECT LOCATE AT CERON ETLAN
AREA LE ET O TE T AE AN OA
R NTERECTON OA R CERON
LOCAL CONTACT OR TE ROECT AON
LAC
CONTRUCT NE AA ARN TALL
CONTRUCT NE AA RA AN CONCRETE A
CONTRUCT NE A OR TAR
RA AN ORANC EETATON TO E
REOE EORE LACN CONCRETE
C A
50'
8' 8'
8'-13 4" 8'-41
4" 4'-6" 8'-6" 8'-6" 4'-73 4"
ETN CONCRETE ER
5'-3"13'
5' -4
3 4"
5' C
T R
O F
P O
S T
E R
L
N C R E T E
3'
Ø1'
5' -3
5' -9
C
T R
O F
P O
S
DIMENSIONS TO CTR OF POSTS
/0
4/
NO
PARKING
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C O N C R E T E S
E C T
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KDWP PROJECT NUMBER
C RA SECTION T
NO SCALE
RA TERINATION DETAIL
NO SCALE
TREATED OOD ADA RA
CONCRETE IERS
CAST TO A DET O ELO RADE
TREATED OOD
ADA RA
CONCRETE AD IT RECESS
AR OC E
LIT ROO INIS
D STAIR DETAIL
NO SCALE
CONCRETE SLA
ELDED IRE ES
TREATED OOD STES
IERS TO ETEND ELO RADE
CONCRETE NOTES:
ALL STEEL BARS TO BE PLACED IN RAMP SHALL BE GRADE 60.
CONCRETE SHALL BE 4,500 PSI MINIUM COMPRESSIVE STRENGTH AT 28
DAYS UNLESS OTHERWISE SPECIFIED.
THE WATER/CEMENT RATIO SHALL NOT EXCEED .50 FOR ALL CONCRETE.
ALL EXTERIOR CONCRETE AND CONCRETE EXPOSED TO FREESE. THAW
CYCLES SHALL BE AIR ENTRAINED, 6% (±) BY VOLUME.
ALL DEFORMED BAR REINFORCING TO MAINTAIN 3" CLEARANCE FROM
GROUND U.N.O.
ALL WIRE MESH REINFORCING TO MAINTAIN 2" CLEARANCE FROM GROUND
U.N.O.
L AR TO AINTAIN CLEARANCE
RO EART
LOCATE ES O O ROND
ARIN STALL DETAIL
NO SCALE
CONCRETE SLA
AR OC E
LIT ROO INIS
A ARIN STALL REINORCIN DETAIL
NO SCALE
ARINS ER ADA REIREENTS
ADA SINAE
A EITER DIRECTION
CONCRETE SLA
AR OC E
LIT ROO INIS
13'
8' 5'
5'-9"
5'-0" (NEXT TO CABIN)
13'
S
L A N D S
A
IN
N C R E T E
1'-0"
6" 6"
4/
5'
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R A M P L
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KDWP PROJECT NUMBER
T PLA
Feet
3/16" : 1'
A
RAL OT
PROT LOAT AT MPRO TLA
ARA ML T O T T A MOA R
TRTO MOA R MPRO
LOAL OTAT OR T PROT AO
LA
OTRUTO O AA RAMP
OTRUTO O OO
TO
OTRUTO O OO RAL
O A AROU T
OTRUTO O OO TP
A A
T ORT PR
ALL U OR TO
L MAUR
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T ORT PR
ALL U OR TO
L MAUR
T ORT PR
ALL U OR TO
L MAUR
A RAL
TAL A
5'16'-6" 16'-6" 5'-134"
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NOT TO EEED OR
ROUND LEEL
A A
A A
EDAR ALUTER RAILIN TO MAT EITIN
ETEEN ALUTER MA
TREATED DEIN TYP
EDAR POT TYP
NE TEP
ONRETE PARIN AREA
12" (MIN.) FROM
START OF RADIUS
ADD EDAR NE RAIL MAT EITIN
EE DETAIL A
ET ELEATION OF RAMP
NO ALE
LAYOUT OF RAMP
NO ALE
1 MAX12
1 MAX
EITIN POR AREA
POR ETENION AREA
ADA PARIN AREA
TREATED DEIN
TO MAT EITIN TYP
KDWP PROJECT NUMBER
P
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A P
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KDWP PROJECT NUMBER
M
A T
C H
E X
IS
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V A
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RAMP SETI TP
SALE
A RAMP TERMIATI DETAIL
SALE
TREATED DE ARDS
MI ASTEERS PER ETI
RETE PIERS
ADSTALE PST RAET
EPADALE RETE AR
MI
R E EMEDDED AR LT
ASTEERS PER MAATRE
PST ASE DETAIL
SALE
RETE SLA TRASITI
SALE
E TREATED D STEPS
RISER T T EEED
RETE PAD
PERPEDILAR SPPRT AT EA
ERTIAL PST
ADA ADRAIL MIIMM DITIS
SALE
5'-3" 2'
-6
M
P
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L A
D S
A D A P
A
I
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2' -1
0"
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KDWP PROJECT NUMBER
M A
T C
H E
X
IS
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G V
A R
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A RAMP SETI TP
SALE
RETE PIERS
ADSTALE PST RAET
TREATED PERPEDILAR SPPRT
AT EA ERTIAL PST
4'-31 2"
MAITAI LAT ISTS
TREATED DEI T R PERPEDILAR T ISTS
TREATED LR IST
IST T E
1'-4"
(MAX)
E DE AREA
SALE
IST AER EA SIDE IST AER EA SIDE
16'
5'
E AD RAIL ER EISTI DE A T AI
E AD RAIL ARD E
DE ETESI
E AD RAIL DETAIL TP
SALE
VARIES
E AD RAIL T MAT EISTI
M A
T C
H E
X
IS
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IN
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E EDAR ALSTERS T T EEED ETEE
M
P
E
L A
D S
A D A P
A
I
T E2' -1
0"
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| Sheets and Views |
| McPherson Cabin - Wetlands-TITLE SHEET - Concrete |
| McPherson Cabin - Wetlands-Concrete Layout |
| McPherson Cabin - Wetlands-ADA STALL |
| McPherson Cabin - Wetlands-Ramp Layout1 |
| McPherson Cabin - Wetlands-RAMP |
| McPherson Cabin - Wetlands-Ramp Details |
| McPherson Cabin - Wetlands-Ramp Details (2) |
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