220220010 Platte River SFH - Interpretive Project CD BIDS 17april2023 ISSUED.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ - 171 - 230000000435
- Issued by
- Benzie County, Holly Village, Michigan
About this file
This document is a bid set for the Platte River SFH - Interpretive Project, which is being solicited by the Michigan Department of Technology, Management and Budget State Facilities Administration Design and Construction Division. The project involves the construction of an interpretive trail at the Platte River State Fish Hatchery located in Beulah, Michigan. The bid set includes drawings and specifications for site improvements such as new asphalt walkways, concrete plazas, solar picnic tables, and interpretive signage. Bids are due on April 17, 2023, and the project number is 751/22193.GAG.
The contract will be awarded to the lowest responsive and responsible bidder. Pricing is lump sum, and the project is being funded through a Michigan Natural Resources Trust Fund (MNRTF) grant. No set-asides or incumbent information is provided. The project is part of a larger facility improvement plan for the state-owned fish hatchery, and the successful contractor will be required to coordinate with the facility staff and owners during construction.
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Text version
OSCEOLA
COUNTY
TRAVERSE
COUNTY
MANISTEE
COUNTY
MISSAUKEE
COUNTY
KALKASKA
COUNTY
LAKE
COUNTY
MASON
COUNTY
BENZIE
COUNTY
GRAND
WEXFORD
COUNTY
BENZIE
COUNTY
FISH HATCHERY
BID SET
T100 COVER SHEET
SCHEDULE OF DRAWINGS:
BEULAH, MICHIGAN
APRIL 17, 2023
kendra c.
architects, p.c.
THOMPSON
803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com
INTERPRETIVE TRAIL PROJECT FOR:
T100
DRAWING TITLE
KCT PROJECT NO.DRAWN
KCT
REVIEWED
KCT
DATE
SCALE
AS NOTED
DRAWING NO.
SEAL
COVER
SHEET NO.
NO. REVISIONS / SUBMISSIONS DATE
PROJECT NAME
SHEET
A100 EXISTING SITE PLAN
NO SCALE
STATE MAP
N NO SCALE
COUNTY MAP
N NO SCALE
LOCATION MAP
N
Know what's below.
Call before you dig.
SITE
MI State File No. 751/22193.GAG Index No. 4200
15210 U.S. 31
PLATTE RIVER
A101 OVERALL FACILITY SITE PLAN
A201 MISC. DETAILS & DOOR SCHEDULE
FISH HATCHERY
BEULAH, MICHIGAN
PLATTE RIVER
15210 U.S. 31
PROJECT FOR:
INTERPRETIVE TRAIL
MI FILE NO. 751/22193.GAG
C o p y r i g h t
K e n d r a
C
T h o m p s o n
A r c h i t e c t s
P
C
JAN 2023
KT-220220010
Manistee, MI 49660
Kendra C. Thompson
803 Cherry Street t: 231.723.4195
Architects, P.C.
ARCHITECT:
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ROBERT C. HALL, RA, NCARB, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
A200 ENLARGED PARTIAL PLANS
1 PRELIMINARY DESIGN 1/12/2023
2 DESIGN DEVELOPMENT 2/16/2023
3 BID SET 4/17/2023
U.S. - 31
TREATMENT
POND
RACEWAYS A, B & C
SPAWN BLDG.
SERVICE
BUILDING
HATCHERY BUILDING
ADMINISTRATION
BUILDING
OFFICE AND
CREW QUATERS
R
ES
ID
EN
C E
FOOD STORAGE
PUMP
HOUSE
N O
R
TH
E N
TR
A N C E
RETENTION POND
SEPTIC FIELD
SEPTIC FIELD
SEP
TIC
FI
EL
D
SEP
TIC
FI
EL
D
SEPTIC FIELD
PARKING AREA
PARKING AREA
PA
RKIN
G AREA
SOLIDS COLLEC
TION AND
SLUDGE HOLDING AREA
EXISTING CONC. GALLERY
AC
C
ESS RO
AD
ACCESS ROAD
PLATTE RIVER
PLATTE RIVER
MAIN EN
TR
ANCE D
RIVE
PLATTE RIVER
INFO
S
TATIO
N
FUEL
SCALE: 1" = 50'-0"
SITE PLAN
kendra c.
architects, p.c.
THOMPSON
803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com
A100
DRAWING TITLE
KCT PROJECT NO.DRAWN
KCT
REVIEWED
KCT
DATE
SCALE
AS NOTED
DRAWING NO.
SEAL
EXISTING
SHEET NO.
NO. REVISIONS / SUBMISSIONS DATE
PROJECT NAME
SITE PLAN
FISH HATCHERY
BEULAH, MICHIGAN
PLATTE RIVER
15210 U.S. 31
PROJECT FOR:
INTERPRETIVE TRAIL
MI FILE NO. 751/22193.GAG
1 PRELIMINARY DESIGN 1/12/2023
2 DESIGN DEVELOPMENT 2/16/2023
3 BID SET 4/17/2023
C op yr ig ht
Ke nd ra C
. T ho m ps on A rc hi te ct s, P
.C
JAN 2023
KT-220220010
EXISTING
N
U.S. - 31
TREATMENT
POND
RACEWAYS A, B & C
SPAWN BLDG.
SERVICE
BUILDING
HATCHERY BUILDING
ADMINISTRATION
BUILDING
OFFICE AND
CREW QUATERS
R
ES
ID
EN
C E
FOOD STORAGE
PUMP
HOUSE
N O
R
TH
E N
TR
A N C E
RETENTION POND
SEPTIC FIELD
SEPTIC FIELD
SEP
TIC
FI
EL
D
SEP
TIC
FI
EL
D
SEPTIC FIELD
PARKING AREA
PA
RKIN
G AREA
SOLIDS COLLEC
TION AND
SLUDGE HOLDING AREA
EXISTING CONC. GALLERY
AC
C
ESS RO
AD
ACCESS ROAD
PLATTE RIVER
PLATTE RIVER
MAIN EN
TR
ANCE D
RIVE
PLATTE RIVER
INFO
S
TATIO
N
WIDE ASPHALT
@ EXI
ST'G.
DRIVE
NEW SOLAR
PICNIC TABLE
FUTURE W
EIR
OBSERVATION/
FISHING PLATFO
RM
EXIST'G. CONC.
TO REMAIN
NEW ASPHALT
THIS AREA
EXIST'G. WALKWAY
TO REMAIN THIS AREA
NEW 24' W. PLAZA:
4" CONC. W/ 6X6-1.4/1.4
SOLAR
ARRAY
NEW 8 FT
WIDE
ASPHALT W
ALKWAY
CONNECT NEW
WALK TO EXIST'G.
THIS AREA
NEW 8 FT ASPHALT
WALKWAY (2% MAX.
SLOPE = 4 FT +/- DOWN)
(MAX. 2
% SLOPE)
NEW OPEN'G. @
EXIS
T'G. FE
NCE W
INTER
MEDIATE B
OLLARD
ADA TACTILE
WARNING
EXIST'G. WALKWAY
THIS AREA TO REMAIN-
NEW 8 FT
CUT EXIST'G. ASPH.
TO ACCOMMODATE NEW
FUEL
ADA TACTILE
WARNING
NEW INFO SIGN ON
4X4 POSTS
FOR ADA SLOPE
REWORK ENTRY
ADA TACTILE
WARNING
INTERIOR
MODIF'N -
NEW 8 FT WIDE
ASPHALT WALK -
ADA TACTILE
WARNING
ALIGN NEW TO EXIST'G.
REFER TO
SH. A200
EXIST'G. CONC. WALK
TO REMAIN - VERIFY
MAX. 1:20 SLOPE
MAX. 1:20 SLOPE
WWF ON 6" GRANULAR
BASE ON UNDIST. SOIL
NEW SOLAR
PICNIC TABLE
ADA TACTILE WARNING
FULL WIDTH
5'X10' ASPHALT
W/NEW BENCH
5'X10' ASPHALT
W/NEW BENCH
5'X10' ASPHALT
W/NEW BENCH
ASPHALT W
18' X 2 0'
CONC. WALKS
(ASPHALT TO
SOUTH & NORTH AREA)
NEW 8 FT.
MAX. 2% SLOPE
NEW 18' X 20' X 4"
CONC. W/ SOLAR
PICNIC TABLE
NEW 20' W. PLAZA:
4" CONC. W/ 6X6-
1.4/1.4 WWF ON
6" GRANULAR BASE
ON UNDIST. SOIL
(6) STANDARD
PARK'G: 9'X20'
(2) HC VAN-
ACCESS & A
ISLE:
(13) STANDARD
PARK'G: 9'X20'
8' X 2
0' EA. W/
NEW ADA
CURB CUT
HC PARK'G. SIGNAGE
NEW ASPHALT
SEALER & STRIPING
@ EXIST'G. AREA
5' X 1
0' ASPHALT
W/NEW BENCH
SCALE: 1" = 50'-0"
SITE PLAN
kendra c.
architects, p.c.
THOMPSON
803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com
A101
DRAWING TITLE
KCT PROJECT NO.DRAWN
KCT
REVIEWED
KCT
DATE
SCALE
AS NOTED
DRAWING NO.
SEAL
PROPOSED
SHEET NO.
NO. REVISIONS / SUBMISSIONS DATE
PROJECT NAME
SITE PLAN
FISH HATCHERY
BEULAH, MICHIGAN
PLATTE RIVER
15210 U.S. 31
PROJECT FOR:
INTERPRETIVE TRAIL
MI FILE NO. 751/22193.GAG
1 PRELIMINARY DESIGN 1/12/2023
2 DESIGN DEVELOPMENT 2/16/2023
3 BID SET 4/17/2023
C op yr ig ht
Ke nd ra C
. T ho m ps on A rc hi te ct s, P
.C
JAN 2023
KT-220220010
CONCEPTUAL OVERALL
AT EXIST'G. OPENING
NEW 4" CONC. SLAB
W/ 6X6-1.4/1.4 WWF
ON 6" GRANULAR BASE
ON UNDISTURB. SOIL
PATCH & REPAIR EXIST'G.
ASPHALT AS REQ'D.
84" X 24" ADA
TACTILE WARNING PAD
8'-0"
'-2
REMOVE EXIST'G.
ASPHALT THIS AREA
D O
W N
:8
M A X.
S
LO
PE
G R A S S
EX
IS
T' G
A S
PH
A
LT
EX
IS
T' G
NEW 3'-0" X 7'-0" FIBERGL
DOOR IN FGL FRAME
BUILDING
RACEWAY
R1009 '-0
V .I.
F.
FINISH GRADE TO BE
FLUSH W/NEW CONC.
SLAB, TAPERED AWAY -
INSTALL NEW SEED @
DISTURBED AREAS
NEW INTERPRETIVE SIGN
(SUPPLIED BY OWNER)
INSTALLED ON 4X4 EXT. GRADE
POSTS (BY CONTRACTOR) -
DOWN
1:8 MAX.
SLOPE:
(-3" +/-)
D O
W N
:8
M
PE
D O
W N
:8
M
PE
BUILDING
RACEWAY
R100
AT EXIST'G. OPENING
NEW 6" DIA. X 42" H.
STEEL PIPE BOLLARD,
CONC. FILLED W/PREFAB
COVER - EMBED 36" MIN.
72" X 24" ADA
TACTILE WARNING PAD
PATCH & REPAIR EXIST'G.
ASPHALT AS REQ'D.
60" X 24" ADA
TACTILE WARNING PAD
ASPHALT TO ACCOMMODATE
NEW WORK THIS AREA
NEW 3'-0" X 7'-0" FIBERGL
DOOR IN FGL FRAME
REMOVE EXIST'G.
'-8
V .I.
F.
'-2
'-4
'-8
V .I.
F.
6'-0" 2'-8" V.I.F.
60" X 24" ADA
TACTILE WARNING PAD
NEW 4" CONC. SLAB
W/ 6X6-1.4/1.4 WWF
ON 6" GRANULAR BASE
ON UNDISTURB. SOIL
EXIST'G. CONCRETE
WALKWAY TO REMAIN
72" X 24" ADA
TACTILE WARNING PAD
VERIFY & ADJUST AS REQ'D.
EXIST'G. DOOR CLOSERS
FOR MAX. 5 LB OPENING
FORCE PER ADA REQ'MTS
H101
EXIST'G. DOORS TO REMAIN -
EXIST'G. ASPHALT
DRIVE THIS AREA
BUILDING
HATCHERY
NEW PR. 3'-0"X7'-0"
ALUMINUM STOREFRONT
ENTRY DOORS & FRAME
EXIST'G. CONCRETE
WALKWAY TO REMAIN BUILDING
HATCHERY
H100
(VERIFY EXIST'G. SIZE IN FIELD)
NEW INTERPRETIVE SIGN
(SUPPLIED BY OWNER)
INSTALLED ON 4X4 EXT. GRADE
POSTS (BY CONTRACTOR) -
EXACT LOCATION TO BE
DETERMINED IN FIELD
CONTRACTOR TO
ADJUST EXIST'G.
DOOR CLOSERS TO
5 LB OPENING FORCE
MAX. (COMPLY W/
ADA REQ'MTS.) -
TYPICAL @ MAIN ENTRY,
MEN'S & WOMEN'S
BF TOIL. RMS
CENTER
WELCOME
W100
W101
W102
REMOVE EXIST'G.
DOORS & FRAME
THIS AREA - PATCH
& REPAIR DISTURBED
AREAS, PAINT
W103
CENTER
WELCOME
W104
VERIFY & ADJUST AS REQ'D.
EXIST'G. DOOR CLOSER
FOR MAX. 5 LB OPENING
FORCE PER ADA REQ'MTS
EXIST'G. DOOR TO REMAIN -
kendra c.
architects, p.c.
THOMPSON
803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com
A200
DRAWING TITLE
KCT PROJECT NO.DRAWN
KCT
REVIEWED
KCT
DATE
SCALE
AS NOTED
DRAWING NO.
SEAL
ENLARGED
SHEET NO.
NO. REVISIONS / SUBMISSIONS DATE
PROJECT NAME
PARTIAL PLANS
FISH HATCHERY
BEULAH, MICHIGAN
PLATTE RIVER
15210 U.S. 31
PROJECT FOR:
INTERPRETIVE TRAIL
MI FILE NO. 751/22193.GAG
1 PRELIMINARY DESIGN 1/12/2023
2 DESIGN DEVELOPMENT 2/16/2023
3 BID SET 4/17/2023
C op yr ig ht
Ke nd ra C
. T ho m ps on A rc hi te ct s, P
.C
JAN 2023
KT-220220010
SCALE: 1/4" = 1'-0"
NORTH EXIT
RACEWAY BLDG:
SCALE: 1/4" = 1'-0"
SOUTH ENTRY
RACEWAY BLDG:
SCALE: 1/4" = 1'-0"
WEST EXIT
HATCHERY BLDG:
SCALE: 1/4" = 1'-0"
SOUTH ENTRY
HATCHERY BLDG:
SCALE: 1/4" = 1'-0"
WEST VESTIBULE
WELCOME CENTER:
SCALE: 1/4" = 1'-0"
ENTRY LOBBY
WELCOME CENTER:
N
NN
NN
VAN
ACCESSIBLE
HANDICAPPED
PARKING
ROUNDED CORNERS
12"X18" ALUMINUM
SIGN W/WHITE FACE
& BLUE LETTERS/HC
SYMBOL
6" X 12" ALUMINUM
SIGN W/WHITE FACE
& BLUE LETTERS &
VAN ACCESSIBLE
SPACES ONLY
2" SQUARE ALUMINUM
TUBING W/PRIMER &
(2) COATS BLACK
MATTE FINISH
12" DIA. CONCRETE
FOUNDATION
'-0
'-8
1" DEEP TOOLED JOINT
5'-0" O.C. MAX.
4" CONCRETE SLAB
TYPICAL U.N.O.
1 1/4" BITUMINOUS WEAR
COURSE MDOT 1100T-20AA
1 1/4" BITUMINOUS LEVELING
COURSE MDOT 1100L-20AA
6" MDOT NO. 21AA AGGREGATE
BASE COMPACT TO 95%
MOD. PROCTOR DENSITY
FILL AS NEEDED - MDOT CLASS II
GRANULAR MAT'L, 9" MAX. LIFTS
COMPACT TO 95% MOD.
PROCTOR DENSITY
4" CONCRETE AIR-ENTRAINED,
LIGHT BROOM FINISH W/
6X6-1.4/1.4 WWF
6" MDOT CLASS 11 GRANULAR
MATERAL COMPACT TO 95%
MAX. DENSITY AS DETERMINED
BY MICHIGAN ONE POINT
CONE METHOD
FILL AS NEEDED - SUB-BASE
MAT'L, 9" MAX. LIFTS COMPACT
TO 95% MOD. PROCTOR DENSITY
EXPANSION JOINT
REQ'D. EVERY 50' MAX.
1/2" EXPANSION MAT'L.
1/2" RADIUS
4" CONCRETE SLAB
TYPICAL U.N.O.
FIBERGLASS FRAME
2"
FIBERGLASS FRAME BY
FIBERGLASS DOOR -
SEE DOOR SCHEDULE
FIBERGLASS DOOR -
SEE DOOR SCHEDULE
NEW (2) 2X6 EXT. GRADE
DOOR MANUFACTURER
HEADER - COORDINATE W/
EXIST'G. 2X4 FRAMING
2"
41 2
SEALANT W/ BACKER ROD
SHIM
EXIST'G. 36" H. CONC.
SILL WALL W/ METAL
SIDING ON 2X4 FRAMING -
VERIFY CONDITIONS
IN FIELD
WOOD STUDS @ JAMB
EXIST'G. METAL SIDING &
SEALANT W/ BACKER ROD
SHIM
NEW (2) 2X4 EXT. GRADE
CLOSER PIECE
" V
.I.
F.
EXIST'G. METAL SIDING &
CLOSER PIECE
EXIST'G. 2X4 STUDS
SEE
SCHEDULE
S
EE
S C H
ED
U
LE
1 2
" M
IN
TEMP./
INSUL'D
GLASS
SEE
SCHEDULE
S
EE
S C H
ED
U
LE
SCHEDULE
A
2"
SEE
2"
S
EE
S C H
ED
U
LE
8 FT WIDE
CONC. WALK
MAX 2% SLOPE
HC VAN-ACCESSIBLE
POST MOUNTED SIGNS
EXIST'G. CONC WALK
TO REMAIN
WHEEL VEHICLE STOPS
ALONG ACCESS ROUTE
EXIST'G. CONC WALK
TO REMAIN
STANDARD
PARKING
HC VAN-
ACCESSIBLE
PARKING
CLEAR
ACCESS
AISLE
HC VAN-
ACCESSIBLE
PARKING
STANDARD
PARKING
ADA TACTILE WARNING
PAD (FULL WIDTH X 24")
STRAIGHT FACE CURB -
FROM EXIST'G. WALK TO
ADA ACCESS AISLE W/
9'-0" 8'-0" 8'-0" 8'-0" 9'-0"
'-0
NEW CONC. RAMP DOWN
EXIST'G. ASPHALT TO
REMAIN - SEAL & RESTRIPE
(TYP. EA. SIDE)
(TYP. EA. SIDE)
MAX. 1:8 SLOPE (V.I.F.)
2"
1 4
41 2
ALUMIN. FRAME W/
ALUMINUM STOREFRONT -
SEE DOOR SCHEDULE
EXIST'G. CONC. WING &
HEAD FRAME TO REMAIN
SHIM
SEALANT W/
BACKER ROD
EXIST'G. MASONRY WALL
SEALANT W/
BACKER ROD
FRAME ANCHORS
PER FRAME MANUF.
ALUMIN. FRAME W/
ALUMINUM STOREFRONT -
SEE DOOR SCHEDULE
EXIST'G. C.M.U. WALL &
HEADER TO REMAIN
SHIM
SEALANT W/
BACKER ROD
EXIST'G. CONC. WING &
HEAD FRAME TO REMAIN
THERMAL BREAK
2"
THERMAL BREAK
MACHINE POINTED
POST, MAX. 6 FT
SPACING
ATTACH GEOTEXTILE
FABRIC TO POSTS
USING LATH
DIG TRENCH, PLACE
GEOTEXTILE FABRIC
& REPLACE SOIL
AREAS PER STATE
OF MICHIGAN SESC
DESIGN REQ'MTS.
INSTALL SESC
CONTROL @ WORK
1 SEEDING WHEN BARE SOIL IS EXPOSED
2 MULCH & MULCH BLANKET AREAS SUBJECT TO RAIN OR EROSION
3 STORM DRAIN PROTECTION DRAINS SUBJECT TO RUNOFF
FROM EARTH ACTIVITIES
4 SILT FENCE TEMPORARY MEASURE AROUND
WORK AREA OF EARTH ACTIVITY
5 STABILIZE CONSTRUCTION WHERE EQUIPMENT MAY TRACK SOIL
ACCESS
SESC CONTROL MEASURES
ITEM SESC MEASURE WHERE USED
kendra c.
architects, p.c.
THOMPSON
803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com
A201
DRAWING TITLE
KCT PROJECT NO.DRAWN
KCT
REVIEWED
KCT
DATE
SCALE
AS NOTED
DRAWING NO.
SEAL
MISC. DETAILS
SHEET NO.
NO. REVISIONS / SUBMISSIONS DATE
PROJECT NAME
& DOOR SCHED.
FISH HATCHERY
BEULAH, MICHIGAN
PLATTE RIVER
15210 U.S. 31
PROJECT FOR:
INTERPRETIVE TRAIL
MI FILE NO. 751/22193.GAG
1 PRELIMINARY DESIGN 1/12/2023
2 DESIGN DEVELOPMENT 2/16/2023
3 BID SET 4/17/2023
C op yr ig ht
Ke nd ra C
. T ho m ps on A rc hi te ct s, P
.C
JAN 2023
KT-220220010
NO SCALE
HC PARK'G. SIGN
NO SCALE
EXPANSION JOINT
NO SCALE
ASPHALT WALKWAYS
NO SCALE
CONCRETE PATIOS
NO SCALE
CONTROL JOINT
CONCRETE
CONCRETE
FRAME
TYPEMAT. GLASS
DOOR
LOCATIOND
O O
R N
O
DOOR SCHEDULE
TYPE
DETAIL
MAT. GLASS JAMB HEAD HARDW. RATING REMARKS
ALAL/GLH100
H101
R100
R101
RACEWAY BUILDING
2 A FBGLFBGLRACEWAY BUILDING
A1
HATCHERY BUILDING
HATCHERY BUILDING
SIZE
PR. 3'-0" X 6'-8" X 1 3/4"
EXIST'G. PR. 3'-0" X 6'-8" X 1 3/4"
FIRE
FRAME TYPES:
SCALE: 3" = 1'-0"A201
1 JAMB DETAIL
SCALE: 3" = 1'-0"A201
2 HEAD DETAIL
SCALE: 3" = 1'-0"A201
3 JAMB DETAIL
SCALE: 3" = 1'-0"A201
4 HEAD DETAIL
DOOR TYPES:
INSULATED
3'-0" X 7'-0" X 1 3/4"
3'-0" X 7'-0" X 1 3/4" A FBGLFBGL 3/A202 4/A201
SCALE: 1/8" = 1'-0"
ADA PARKING/WALK
TEMPERED,
INSULATED
TEMPERED,
INSULATED
TEMPERED,
* * ADJUST CLOSER FOR MAX 5 FT/LB
W103 -- --WELCOME CENTER VESTIBULE EXIST'G. PR. 3'-0" X 7'-0" X 1 3/4" - - * * TO BE REMOVED, PATCH/REPAIR-
1/A201 2/A201
- -W102 -- --WELCOME CENTER MEN'S EXIST'G. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-
- -W101 -- --WELCOME CENTER WOMEN'S EXIST'G. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-
- -W100 -- --WELCOME CENTER ENTRY EXIST'G. PR. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-
- -W103 -- --WELCOME CENTER WEST EXIT EXIST'G. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-
DISTURBED AREAS & PAINT
3/A202 4/A201
NO SCALE
REQ'MTS
S.E.S.C.
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