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PELHAM RANGE CONTROLLED HUMIDITY VEHICLE
STORAGE BUILDING
ALEXANDRIA, ALABAMA
VICINITY MAP
PROJECT INFORMATION
GENERAL NOTES
1. DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES INCLUDED HEREIN
ARE GRAPHIC AND TEXT REPRESENTATIONS INTENDED TO ESTABLISH THE
FULL SCOPE OF THIS PROJECT AND THE FULL CONTRACTUAL OBLIGATION
OF THE GENERAL CONTRACTOR TO COMPLETE THE WORK SHOWN,
IMPLIED, AND SPECIFIED. IT SHALL BE THE GENERAL CONTRACTOR'S
ULTIMATE RESPONSIBILITY TO COORDINATE THE PROPOSALS AND WORK
OF ALL TRADES TO ENSURE ALL MATERIALS AND WORK REQUIRED BY THE
CONTRACT DOCUMENTS ARE INCLUDED IN THE GENERAL CONTRACTOR'S
PROPOSAL AND ARE ULTIMATELY FURNISHED AND INSTALLED IN THE
FINISHED PRODUCT, WHETHER EXPLICIT OR IMPLIED BY THESE
DOCUMENTS.
2. THE FOLLOWING PRIORITIES ARE ESTABLISHED WITH REFERENCE TO
DISCIPLINE COORDINATION
A. ALL PLUMBING WORK AND INSTALLATION SHALL BE COORDINATED
FULLY TO ALLEVIATE CONFLICTS.
B. NO TRADE WILL TAKE UNNECESSARY ADVANTAGE OF AVAILABLE
PLENUM SPACE OVER OTHER TRADES. RELOCATION OF ANY ITEMS
VIOLATING THIS PRINCIPLE SHALL BE AT THE TRADES' EXPENSE.
C. ALL STRUCTURAL DESIGN & DETAILING SHALL GOVERN OVER
ARCHITECTURAL GRAPHIC REPRESENTATION WHERE APPLICABLE.
D. ALL CIVIL DESIGN & DETAILING SHALL GOVERN OVER ARCHITECTURAL
REPRESENTATION WHERE APPLICABLE.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
FOR CONSTRUCTION ON THIS SITE. IF PROBLEMS ARE ENCOUNTERED
WHILE ATTEMPTING TO OBTAIN PERMITS, THE ARCHITECT SHALL BE
NOTIFIED IMMEDIATELY AND WILL ASSIST AS NECESSARY.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME
FAMILIAR WITH THE CONTRACT DOCUMENTS APPLICABLE TO THIS
PROJECT PRIOR TO CONSTRUCTION. THE DRAWINGS AND SPECIFICATIONS
ARE COMPLIMENTARY AND BOTH DOCUMENTS SHALL BE BINDING.
5. THE CONTRACTOR IS TO MAINTAIN A COMPLETE SET OF AS-BUILT
DRAWINGS AT THE JOB SITE. AS-BUILTS SHALL BE AVAILABLE FOR FIELD
OBSERVATION BY THE ARCHITECT OR ENGINEER.
6. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED TO
SHOW ALL POSSIBLE CONDITIONS, PROCEDURES, OR METHODS OF
CONSTRUCTION. IT IS INTENDED THAT A COMPLETE BUILDING BE
PROVIDED WITH ALL NECESSARY EQUIPMENT APPURTENANCES, AND
CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL
PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY
CONFORMED WITH ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE
BUILDING IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS,
AND THESE CONTRACT DOCUMENTS. ALL ITEMS, SYSTEMS, ETC. OUTLINED
HEREIN SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST
TO THE CONTRACT. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND
THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS.
7. COORDINATE PIPING WITH STRUCTURAL AND PLUMBING. MAKE OFFSETS
AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT
ADDITIONAL EXPENSE TO THE OWNER.
8. COORDINATE ALL REVIEWS OF WORK IN PLACE PRIOR TO CONCEALMENT
OF ALL INTERIOR AND EXTERIOR WORK.
9. CONTRACTOR SHALL CHECK AND COORDINATE ALL DIMENSIONS PRIOR TO
PROJECT LAYOUT. CONFIRM EXISTING CONDITIONS WILL ACCOMMODATE
DIMENSIONAL CRITERIA SHOWN FOR NEW WORK, CONSTRUCTION, AND
INSTALLATION. THIS CONFIRMATION WILL BE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
STD STANDARD
KPL KICKPLATE
TREAD
SQUARE
SHEAR WALL
TROWELED CONTROL JOINT
SUSPENDED
TEMPERED (GLASS)
TO BE DETERMINED
TOWEL BAR
STORAGE
STRUCTURAL
TERRA COTTA
TYPICAL
TRANSOM
UNLESS NOTED OTHERWISE
UNDERCUT
TOILET PAPER HOLDER
VANITY BASE WIDTH
VAPOR BARRIER
TELEVISION OUTLET
VANITY BASE
VERTICAL
TOP OF WINDOW
TOP OF MASONRY
TOP OF FOUNDATION
THRESHOLD
TOP OF CONCRETE
TELEPHONE
THICK(NESS)
UNFINISHED
TONGUE & GROOVE
WINDOW
WIDE OR WASHING MACHINE
WIDE FLANGE
WALK-IN CLOSET
WATER HEATER
WATERPROOF
WATER RESISTANT
WAINSCOT
WALL TO WALL
WALL HUNG
WATER CLOSET
WELDED WIRE MESH
WROUGHT IRON
WATER SOFTENER
WITH OR WITHOUT
VINYL COMPOSITION TILE
VEGTABLE SINK
VINYL(SHEET)
N.G.V.D. NAT. GEODETIC VERTICAL DATOM
OA
OBS
O.C.
OH
OPT
OSB
O.G.D.
O.D.
OHC
OPNG
O
OVERHEAD GARAGE DOOR
ORIENTED STRAND BOARD
OPTIONAL
OVERHEAD CABINET
OUTSIDE DIAMETER
ON CENTER
OBSCURE (GLASS)
OVERHEAD
OVERALL
OPENING
W.S.
WWM
W.T.W.
WSCT
WF
WH
W.H.
WI
WP
WIN
W/ W/O
W.R.
WIC
K/S
MH
MIN
MM
MT
MMB
M.O.
MISC
MLD
MTL
MOD
MIR
MRB
N.I.C.
N/A
N.T.S.
NOM
MULL
NL
N
MOUNTED(ING)
NAILABLE
NOT TO SCALE
NOT APPLICABLE
NOT IN CONTRACT
MULLION OR MULLED
MARBLE
METAL
NOMINAL
MANHOLE
MODULAR
MOULDING
MISCELLANEOUS
MASONRY OPENING
MMB MEMBRANE
MILLIMETER
MINIMUM
MIRROR
VB
V
W
VERT
V.B.
VB#
WC
W
V.S.
V.C.T.
VIN
U
TV
TP
TR
T.O.W.
UC
UNF
TYP
U.N.O.
KNEE SPACE
TC
TEMP.
T.C.J.
THK
TEL
T.O.C.
THR
T.O.F.
T.O.M.
T&G
T
STR
STL
STOR
SQ
T
T.B.
T.B.D.
SUS
S.W.
RAILING
SIMILAR
SECTION
SHEATHING
SCHEDULE
ROD AND SHELF(S)
SMOKE DETECTOR
SQUARE FEET
SINGLE HUNG OR SHELF
SLIDING GLASS DOOR
(DRAWING) SHEET
REINFORCED JUNCTION BOX
RANGE W/ MICROWAVE
ROUGH OPENING
RIGHT OF WAY
SOLID CORE
SAFETY GLASS
ROOFING
SPACER
SIDELIGHT OR SLEEVE
SEALANT
STAINLESS STEEL
SPEAKER
SPECIFICATIONS
SKYLIGHT
G
BGA
G.B.
GD
GFI
GL
HB
G.I.
GT
G.D.O.
GL.BK.
G.C.
HD
HT
HR
H.D.
H.M.
HDW
H.R.
HORZ
H.C.
HDR
I.M.
HVAC
HWD
HTG
I.L.O.
INS / INSUL
HS
KD
KO
KIT
JST
INT
CABINET
C
CAB
CLOSET OR CENTER LINE
CALK(ING) CAULK(ING)
CATCH BASIN
CAST-IN-PLACE CONC.
CIRCUMFERENCE
CUBIC FOOT
CONTROL JOINT
CLEAR(ANCE)
CENTIMETER(S)
CONCRETE MASONRY UNIT
CLOSURE OR CLOSER
CK
CL
CLG
CM
CLS
CMU
CLR
CEILING
CHAM
CIRC
C.I.P. CONC.
CEM
C.B.
C.J.
CF
C.I.
CIR
CER
CEMENT
CHAMFER
CIRCLE
CERAMIC
CAST IRON
JT
J
K
I.B.
I.D.
I
36" WIDE BASE CAB.
BI-FOLD (DOOR)
BI-PASS (DOOR)
BLOCK (CMUs)
BITUMINOUS
BENCH MARK
BOTH SIDES
BOTH WAYS
BP
BSMT
BTWN
BRK
BRG
B.W.
BVL
B.S.
BOT
BEARING
BRICK
BEVELED
BOTTOM
BETWEEN
BASEMENT
BLKG
BLDG
BLKG
BD
B36
BM
B.M.
BIT.
BLK
BF
BOARD
BUILDING
BEAM
BLOCKING
BLOCKING
H
H
R.O.W.
HORIZONTAL
HEATING/VENTILATING/AIR COND.
INSULATED(TION)
INSULATED METAL
KNOCKOUT
KNOCKDOWN
JOINT
KITCHEN
JOIST
INTERIOR
HARDWOOD
INSIDE DIAMETER
HORIZONTAL SLIDER
HALF ROUND
IRONING BOARD
IN LIEU OF
HOUR
HEATING
SIM
SHT
SHTHG
SL
SPEC
SPK
S.ST.
SNT
SPC
SKL
S
SC
R&S
SH
S.F.
SD
SF.GL.
SEC
S.G.D.
SCH
GROUND FAULT INTERRUPTER
HEAT DETECTOR OR HEAVY DUTY
HOSE BIBB
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEAD OR HARD
HIGH
HEADER
HEIGHT
GLASS BLOCK
GALVANIZED IRON
GYPSUM BOARD
GENERAL CONTRACTOR
GLASS OR GLAZING
GARAGE DOOR OPENER
GRADE OR GRADING
GAUGE
GROUT
RWL
RLG
R.O.
R&M
R.J.B.
RFG
FS
FUR
FTG
A
A/C AIR CONDITIONING
AIR HANDLING UNIT
ACCESS PANEL
ALTERNATE
AGGREGATE
ADJUSTABLE
ABOVE FINISH FLOOR
AREA DRAIN
ACOUSTICAL TILE (CLG)
ASPHALT TILE
APPROXIMATE
AUTOMATIC
ARCHITECT(URAL)
ALT
ALUM
ARCH.
ASPH
AUTO.
AWNG
A.P.
A.T.
AVG
APX
ALUMINUM
AVERAGE
AWNING
ASPHALT
ACC
AGG
A.H.U.
AC.T.
AFF
A.D.
ADD
ADH
ADJ
ACCESS
ADHESIVE
ADDENDUM
ANCHOR BOLT
ABV
A.B.
ABOVE
FULL SIZE
FURRED(ING)
FOOTING
ROOF WATER LEADER
F.V. FIELD VERIFY
E
ELECTRIC WATER COOLER
ELECTRIC(AL)
ELECTRICAL PANEL
EACH FACE
EXPANSION JOINT
EXT EXTERIOR
E.W.C.
ELEC
E.J.
EL
E.F.
EQ
E.P.
EXH
EXG
EST ESTIMATE
EXISTING
EXHAUST
EQUAL
ELEVATION
DAMP-PROOFING
DRAWER STACK
DRYER MACHINE
DOWNSPOUT
DRINKING FOUNTAIN
DEAD LOAD
DOUBLE HUNG
DEPRESSED
DISH WASHER
DRY
DWG
DS
D/S
EA
DW
EB
DWR
DTL
D.T.
DETAIL
DRAWING
DRAWER
EYEBROW
EACH
DRAIN TILE
DIAM
D.F.
DEP
DET
DN
DR
DIM
D.L.
D.P.
DH
DETAIL
DOWN
DOOR
DIMENSION
DIAMETER
CORRUGATED
CERAMIC TILE
CONNEXTION
CENTER OR COUNTER
CONTRACTOR
CAST STONE
CUBIC YARD
DECORATIVE
DRYER, OR DRAIN
DEMOLISH, DEMOLITION
C.ST.
DECO
CX
C.T.
CTR
D
CY
D
DEM
DBL
12"D 12" DEEP
DOUBLE
CONTR
CSMT
C OR CPT
CORR
CPR
CRS
CARPET
COPPER
CASEMENT
COURSE(S)
F.D.
F.B.
F.B.O.
FAS
F.E.
F
FURNISHED BY OTHERS
FIRE EXTINGUISHER
FLOOR DRAIN
FASTEN(ER)
FACE BRICK
ALTERNATES
DESIGN TEAM CONTACTS
CONC CONCRETE
(AC) CONDENSER
CONTINUOUS
CONSTRUCTIONCONST
COND
CONT
CASED OPENING
COMBINATIONCOMB
COL
C.O.
COLUMN
F.G.
FN
FIN
F.F.
FGL
FLUR
FND
FLR
F.O.
FLG
FP
FR
FP
FPHB
FENCE
FOUNDATION
FIRE PROOF
FIREPLACE
FIRE PROOF HOSE BIBB
FACE OF
FRAME
FLASHING
FLOURESCENT
FIBERGLASS
FINISH FLOOR
FIXED GLASS
FLOOR
FINISH
L.L.
L.T.
L.P.
LVL
L.B.O.
LAV
LTL
LIV
LAM.
MC
MATL
MECH
MFR.
MAS
MAX
LVR
M
M
LT
L
MECHANICAL
MANUFACTURER
LAUNDRY TUB
VENNER LUMBER
MATERIAL
MASONRY
MEDICINE CABINET
LINTEL
METER(S)
MAXIMUM
LOUVER
LAMINATE(D)
LAVATORY
LOCATION BY OTHERS
LIVE LOAD
LAMINATED PLASTIC
LIGHT
LIVING
RADIUS
RUBBLE
RISER
ROOF DRAIN
REQUIRED
RESILIENT
REFRIGERATOR
REVISION, REVISED
QUARRY TILE
RETURN AIR
RUBBER BASE
REINFORCED(ING)
REQ
REV
RES
REINF
Q
R
Q.T.
R
R.B.
R/A
RBL
REF
RAD
R.D.
ABBREVIATIONS
DOOR MARK
WINDOW MARK
ROOM FINISH MARK
LOUVER MARK
DETAIL
INTERIOR
ELEVATION
SECTION
MARKER
BRACKET MOUNTED
FIRE EXTINGUISHER
LARGE SCALE PLAN OR
DETAIL ENLARGEMENT
FINISH FLOOR
ELEVATION
FINISH GRADE
ELEVATION
BEARING
ELEVATION
B.F.E.
F.F.=
F.E.C.
ARCHITECTURAL SYMBOLS
FIRE EXTINGUISHER
CABINET
PLATE
PARALLEL
PERIMETER
PEDESTAL (SINK)
PARTICLE BOARD
PLASTER
PLASTIC LAMINATE
PARKING
PORCELAIN ENAMEL
PRECAST CONCRETE
P
P.BD.
P.E.
PCC.
PL
PERI
PLAS
P.LAM.
PKG
PED
PAR
PAIR
PAINT
PANEL
POUNDS PER SQUARE FOOT
PREFABRICATED
PAVE(D) OR PAVING
PLYWOOD
PARTITION
PRESSURE TREATED
POLYVINYL CHLORIDE (PIPE)
PAVEMENT
POUNDS PER SQUARE INCH
PSF
PREFAB
PR
PV
PVMT
PVC
PWD
PTN
P.T.
PSI
PNL
PNT
PORCELAIN TILEP. TILE
INDEX OF DRAWINGS
SEQ.
NO.
DWG. NO SHEET TITLE
STEEL
PLUMBING &
MECHANICAL: MORRIS ENGINEERING
903 SOUTH PERRY STREET
MONTGOMERY, ALABAMA 36104
ELECTRICAL: MCCARTER ENGINEERING
878 AVALON LANE
ANNISTON, ALABAMA 36207
ARCHITECT: JMR+H ARCHITECTURE, P.C.
445 DEXTER AVENUE
SUITE 5050
MONTGOMERY, AL 36104
T: (334) 420-5672
F: (334) 420-5692
CONTACT: MIKE RUTLAND, AIA
CIVIL: GONZALEZ-STRENGTH &
ASSOCIATES, INC
2176 PARKWAY LAKE DRIVE
HOOVER, AL 35244
STRUCTURAL: JOHNSON & ASSOCIATES ENGINEERING
121 ADRIS PLACE
DOTHAN, AL 36303
OWNER: ARMORY COMMISSION OF ALABAMA
MONTGOMERY, ALABAMA
CFMO POINT OF CONTACT
ERIC HOLT
FACILITY PELHAM RANGE
ADDRESS: ALEXANDRIA, AL
INDEX OF DRAWINGSSEQ.
NO.
DWG.
NO
SHEET TITLE
1 T1.1COVER, INDEX, LEGENDS, & NOTES
CIVIL
2 C100
SITE TOPOGRAPHIC SURVEY
3 C101
OVERALL SITE PLAN / BUILDING LOCATION
4 C102
SITE LAYOUT PLAN
5 C200
SITE GRADING PLAN
6 C300
SITE SECTIONS AND DETAILS
ARCHITECTURAL
7 A1.1FLOOR, ROOF PLANS, DOOR SCHEDULE AND DETAILS
8 A2.1
EXTERIOR ELEVATIONS & BUILDING SECTIONS
9 A3.1
SECTIONS & DETAILS
STRUCTURAL
10
S0.1
GENERAL STRUCTURAL NOTES & DETAILS
11
S1.1
FOUNDATION & SCHEMATIC ROOF FRAMING PLANS
MECHANICAL / PLUMBING
12 M1.1MECHANICAL / PLUMBING FLOOR PLANS, DETAILS & SCHEDULES
ELECTRICAL
13
E1.1SYMBOLS, NOTES, AND SCHEDULES
14
E2.1SITE PLANS, SINGLE LINE DIAGRAM, SCHEDULES AND DETAILS
15
E3.1LIGHTING, POWER AND AUXILIARIES PLANS
BASE BID -
EACH BIDDER SHALL INCLUDE IN THEIR BASE BID PROPOSAL COMPLETE COSTS FOR
ALL MATERIALS, LABOR, OVERHEAD, PROFIT, ETC. TO COMPLETELY CONSTRUCT
FOUR BAYS (BAYS 1-5) OF THE PRE-ENGINEERED METAL BUILDING FOR THE PELHAM
RANGE CONTROLLED HUMIDITY VEHICLE STORAGE BUILDING AS SHOWN ON THE
DRAWINGS AND SPECIFIED HEREIN.
FOR BID ALTERNATE #1 OF THIS PROJECT, EACH BIDDER SHALL INCLUDE IN THEIR
PROPOSAL COMPLETE COSTS FOR ALL MATERIALS, LABOR, OVERHEAD, PROFIT, ETC.
TO COMPLETELY CONSTRUCT TWO ADDITIONAL BAYS (BAYS 5-7) OF THE
PRE-ENGINEERED METAL BUILDING FOR THE PELHAM RANGE CONTROLLED
HUMIDITY VEHICLE STORAGE BUILDING AS SHOWN ON THE DRAWINGS AND
SPECIFIED HEREIN.
FOR BID ALTERNATE #2 OF THIS PROJECT, EACH BIDDER SHALL INCLUDE IN THEIR
PROPOSAL COMPLETE COSTS FOR ALL MATERIALS, LABOR, OVERHEAD, PROFIT, ETC.
TO COMPLETELY CONSTRUCT TWO ADDITIONAL BAYS (BAYS 7-9) OF THE
PRE-ENGINEERED METAL BUILDING FOR THE PELHAM RANGE CONTROLLED
HUMIDITY VEHICLE STORAGE BUILDING AS SHOWN ON THE DRAWINGS AND
SPECIFIED HEREIN.
COVER, INDEX,
LEGENDS, &
NOTES
T1.1
1
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
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ove
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2020
IFB No. AC-21-B-0030-S
6
1
0
607
6
0
8
6
0
9
BUILDIN
G
FF ELEV.
608.73'
BUILDIN
G
SHED #8330
/CONCRETE
CO
NC
RE
TE
CONCRETE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CONC.
AS
PH
ALT
AS
PH
ALT
AS
PH
ALT
AS
PH
ALT
AS
PH
ALT
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
METER
PIT
GA
TE
GA
TE
GA
TE
GA
TE
GATE
GA
TE
GA
TE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Point Table
Point #
1
Raw Description
1/2" rebar
capped(ca-497-ls)
Elevation
612.696
Northing
1173836.8551
Easting
636803.2181
1
O/E
O/E
CO
NC
O/E
18" CMP
INV. 610.5'
INV. 610.1'
24" CMP
INV. 608.9'
INV. 609.2'
15" CMP
INV. 612.0'
INV. 612.1'
CONNEXESCONNEXES CONNEXES
CONNEXES
CONNEXES
CO
NN
EX
ES
12" STEEL PIPE
INV. 607.82'
12" PLASTIC PIPE
INV. 606.98'
2" WATER
VALVE
2" WATER
LINE
W
W
ONE STORY FLAMMABLESTORAGE CONTAINER
192± SQ FT
6
0
7
6
0
9
6
1
2
607
6
1
0
6
1
2
6
1
5
6
1
1
612
613
6
1
4
6
1
1
6
1
2
613
614
6
1
0
610
611
6
1
5
6
1
1
6
1
1
6
1
1
6
1
2
6
1
2
6
1
2
6
1
2
6
1
2
6
1
2
6
1
2
6
1
3
6
1
4
6
1
4
6
1
4
610
611
6
1
2
605
6
1
5
6
1
2
6
1
3
6
1
4
6
1
6
6
1
7
6
1
8
6
2
5
6
2
0
6
1
5
6
1
6
6
1
3
6
1
4
6
1
5
617
611
6
1
2
6
0
9
6
0
8
6
0
7
605
605
610
604
604
606
606
607
608
609
611
610
611
611
6
1
3
6
0
8
6
1
2
6
1
1
610
608
609
608
6
1
0
6
1
0
6
1
0
606
6
1
2
LARRY WALKER
LAND SURVEYING, INC.
P.O. BOX 2726
5430 OLD HIGHWAY #278E
HOKES BLUFF, AL 35903
PHONE: (256)492-7940
FAX: (256)492-8417
EMAIL: [email protected]
INC.
LSLW
DRAWN BY:
CHECKED BY:
FIELD NOTES:
SURVEY CREW:
SURVEY #:
JOB INFORMATION
LEGEND
CONCRETE MONUMENT WITH DISC
CAPPED 1/2" REBAR (LS#21183)
ELECTRICAL OUTLET
RAILROAD SPIKE
FORTY CORNER
METER POLE
CONCRETE MONUMENT
LIGHT POLE
GUY ANCHOR
ADW
LWW
2019/04PG.
LW, CP, CB, TS
S19-306
JM
R+
H A
RC
HIT
EC
TU
RE
UT
ES
@
P
EL
HA
M R
AN
GE
CA
LH
OU
N C
OU
NT
Y, A
LA
BA
MA
42
S-T-R:
CAPPED 1/2" REBAR (CA-497-LS)
X X
O/E
REVISIONS
FENCE LINE
OVERHEAD ELECTRIC LINE
CENTER LINE
POWER POLE
LINE NOT TO SCALE
RAILROAD TRACKS
*
SURVEYOR'S NOTES:
(1): SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
(2): SINCE THE DATE OF THIS SURVEY, CONDITIONS BEYOND THE KNOWLEDGE OR CONTROL OF LARRY WALKER LAND SURVEYING, INC. MAY HAVE ALTERED THE
VALIDITY AND CIRCUMSTANCES SHOWN OR NOTED HEREON.
(3): DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THIS SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
(4): SURVEY IS VALID ONLY IF PRINT HAS THE ORIGINAL SEAL AND SIGNATURE (IN RED INK) OF THE SURVEYOR PRESENT.
(5): ALL BUILDINGS, SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN.
(6): ONLY ACTS OF POSSESSION, IF ANY, THAT ARE VISIBLE FROM CASUAL INSPECTION OF THE PROPERTY ARE SHOWN HEREON. NO WARRANTY OR GUARANTEE
IS IMPLIED AS TO THE EXISTENCE OF ACTS OF POSSESSION BY ADJOINERS TO THE LANDS SHOWN AND DESCRIBED HEREON.
(7): THE PROPERTY LINES SHOWN ON THE SURVEY PLAT ARE BASED UPON OLD ESTABLISHED CORNERS AND AGREED CORNERS BETWEEN ADJOINING LAND
OWNERS AND MAY OR MAY NOT BE THE LINES OF THE ALIQUOT PARTS OF THE SECTION AND CARRY NO WARRANTY THAT THEY ARE THE LINES OF THE ALIQUOT
PARTS OF THE SECTION.
(8): DATE FIELD SURVEY COMPLETED ( 07/15/19 )
(9): DATE DRAWING COMPLETED ( 07/18/19 )
(10): ( ) RECORDED BEARINGS, ANGLES OR DISTANCES.
(11): POB POINT OF BEGINNING
(12): POC POINT OF COMMENCEMENT
(13): TYPE OF SURVEY: PROPERTY BOUNDARY SURVEY
I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF.
GRID NORTH & BEARINGS SHOWN ARE IN
REFERENCE TO NAD83 ALABAMA EAST ZONE
STATE PLANE COORDINATES ESTABLISHED BY
STATIC GPS, RTK, GPS AND CONVENTIONAL
SURVEYING METHODS.
SITE
TOPOGRAPHIC
SURVEY
C101
Project Number:
2 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
6
1
0
607
6
0
8
6
0
9
BUILDIN
G
FF ELEV.
608.73'
BUILDIN
G
SHED #8330
/CONCRETE
CO
NC
RE
TE
CONCRETE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CONC.
AS
PH
ALT
AS
PH
ALT
AS
PH
ALT
AS
PH
ALT
AS
PH
ALT
DITCH
DITCH
DITCH
DITCH
DITCH
GA
TE
GA
TE
GA
TE
GA
TE
GATE
GA
TE
GA
TE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1
CO
NC
24" CMP
INV. 608.9'
INV. 609.2'
CONNEXESCONNEXES CONNEXES
CONNEXES
CONNEXES
CO
NN
EX
ES
X
ONE STORY FLAMMABLESTORAGE CONTAINER
192± SQ FT
6
0
7
6
0
9
6
1
2
607
6
1
0
6
1
2
6
1
5
6
1
1
612
613
6
1
4
6
1
1
6
1
2
613
614
6
1
0
610
611
6
1
1
6
1
1
6
1
1
6
1
2
6
1
2
6
1
2
6
1
2
6
1
2
6
1
2
6
1
2
6
1
3
6
1
4
6
1
4
610
611
6
1
2
605
6
1
5
6
1
2
6
1
3
6
1
4
6
1
6
6
1
7
6
1
8
6
2
5
6
2
0
6
1
5
6
1
6
6
1
3
6
1
4
611
6
1
2
6
0
9
6
0
8
6
0
7
605
605
610
604
604
606
606
607
608
609
611
610
611
611
6
1
3
6
0
8
6
1
2
6
1
1
610
608
609
608
6
1
0
6
1
0
6
1
0
606
6
1
2
VSB ALTERNATE #1F.F. EL. = 610.25
VSB ALTERNATE #2F.F. EL. = 610.25VSB BASE BID
F.F. EL. = 610.25
OVERALL SITE
PLAN/BUILDING
LOCATION
C101
Project Number:
3 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
/1
7/2
02
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4
:5
6P
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je
cts\JM
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C
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tro
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d H
um
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ity V
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S
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B
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in
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S
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l\1
9-0
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% S
ub
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-1
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wg
S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
BEFORE EXCAVATION
AS REQUIRED BY ALABAMA LAW
CALL 2 WORKING DAYS
811ALABAMA LINE LOCATION CENTER, INC.
0
GRAPHIC SCALE15' 30' 60'
1"=30'
90'
Copyright 2021cwww.Gonzalez-Strength.com
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
CONTROLLED HUMIDITY
VEHICLE STORAGE BUILDING
REQ'D. SEE SITE PLAN FOR
DETAILS AND DIMENSIONS.
BUILDIN
G
FF ELEV.
608.73'
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
GATE X
X
24" CMP
INV. 608.9'
INV. 609.2'
CONNEXES
CONNEXES
CO
NN
EX
ES
VSB BASE BIDF.F. EL. = 610.25
12" STEEL PIPE
INV. 607.82'
12" PLASTIC PIPE
INV. 606.98'
W
X
X
ONE STORY FLAMMABLESTORAGE CONTAINER
192± SQ FT
1.25" PW
1
.2
5
" P
W
N33.72509°
W85.89926°
1
.2
5
"
P
W
N33.72530°
W85.89900°
BUILDIN
G
FF ELEV.
608.73'
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
GATE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
24" CMP
INV. 608.9'
INV. 609.2'
CONNEXES
CONNEXES
CO
NN
EX
ES
VSB ALTERNATE #2F.F. EL. = 610.25VSB BASE BID
F.F. EL. = 610.25
N33.72530°
W85.89873°
12" STEEL PIPE
INV. 607.82'
12" PLASTIC PIPE
INV. 606.98'
1
.2
5
" P
W
N33.72509°
W85.89926°
VSB ALTERNATE #1F.F. EL. = 610.25
1
.2
5
"
P
WBUIL
DING
FF ELEV.
608.73'
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
CONNEXES
CONNEXES
CO
NN
EX
ES
VSB BASE BIDF.F. EL. = 610.25
12" STEEL PIPE
INV. 607.82'
N33.72509°
W85.89926°
VSB ALTERNATE #1F.F. EL. = 610.25
1
.2
5
"
P
W
N33.72530°
W85.89886°
SITE LAYOUT PLAN BASE BID
SITE LAYOUT PLAN ALTERNATE 2
0
GRAPHIC SCALE10' 20' 40'
1"=20'
60'
SITE LAYOUT PLAN
C102
Project Number:
4 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
/1
7/2
02
1 @
4
:5
7P
MF
IL
E N
AM
E: N
:\2
01
9 P
ro
je
cts\JM
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ite
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R
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C
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tro
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d H
um
id
ity V
eh
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S
to
ra
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B
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g\E
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in
ee
rin
g\C
on
stru
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n D
ocu
me
nts\9
5%
S
ub
mitta
l\1
9-0
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ub
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-1
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1.d
wg
S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
BEFORE EXCAVATION
AS REQUIRED BY ALABAMA LAW
CALL 2 WORKING DAYS
811ALABAMA LINE LOCATION CENTER, INC.
Copyright 2021cwww.Gonzalez-Strength.com
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
GENERAL NOTES:
1. TOPOGRAPHIC & LOCATION SURVEY COMPLETE BY LARRY WALKER LAND SURVEYING, INC. IT SHALL BE
THE OBLIGATION OF THE CONTRACTOR TO SATISFY THEMSELVES AS TO THE ACCURACY OF THE EXISTING
SITE IMPROVEMENTS FURNISHED ON THE PLAN BY PERSONAL EXAMINATION OF THE SITE AND THE EXISTING
CONDITIONS.
2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND BENCHMARK. IF DESTROYED DURING
CONSTRUCTION, CONTRACTOR SHALL REPLACE AT HIS EXPENSE.
3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED TO EXISTING IMPROVEMENTS ON SITE
OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. CONTRACT SHALL REPAIR OR REPLACE ANY
DAMAGED EXISTING IMPROVEMENTS AT HIS EXPENSE. REPAIRS SHALL BE EQUAL TO OR BETTER THAN THE
EXISTING CONDITIONS.
4. CONTRACTOR SHALL CONTACT ALL UTILITIES AND LOCATE ALL UTILITIES WITHIN THE WORK AREA PRIOR
TO STARTING CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO STARTING
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR FIXING ANY UTILITIES DAMAGED DURING
CONSTRUCTION.
5. CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
6. GONZALEZ STRENGTH & ASSOCIATES, INC., SHALL NOT HAVE AUTHORITY OVER THE CONTRACTOR'S
WORK AND/OR RESPONSIBILITIES. GONZALEZ STRENGTH & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR
METHODS OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR, OR FOR SAFETY
PRECAUTIONS INCIDENT TO THE WORK OF THE CONTRACTOR, OR FOR ANY FAILURE OF THE CONTRACTOR
TO COMPLY WITH LAWS, RULES, REGULATIONS, ORDINANCES, OR CODES APPLICABLE TO THE CONTRACTOR
FURNISHING AND PERFORMING THE WORK.
SITE LAYOUT NOTES
1. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING, TO FACE OF CURB, CENTER OF WALL, OR EDGE
OF SURFACING.
2. DIRECTIONAL ARROWS AND PARKING SPACES STRIPING SHALL BE WHITE. HANDICAP PARKING
STRIPING AND SYMBOL SHALL BE BLUE UNLESS LOCAL CODES INDICATE OTHERWISE.
3. ALL RADII ARE 3' UNLESS OTHERWISE NOTED.
4. TIE PROPOSED DRIVE TO EXISTING PAVEMENT, MATCHING GRADE AND ASSURING SMOOTH TRANSITION.
SITE CALLOUT LEGEND
CONEX'S TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WITH OWNER ON THE RELOCATION AS
NECESSARY (TYP.)
B-BASE STONE SECTION REQ'D ON ALL DISTURBED AREAS. SEE DETAIL (TYP.)
30.16'
HEAVY DUTY CONCRETE PAVING SECTION REQ'D. SEE DETAIL (TYP.)
CONSTRUCTION/DEMOLITION LIMITS. ALL EXISTING
IMPROVEMENTS, WITHIN BOUNDARY SHOWN, TO BE REMOVED
FROM SITE AND DISPOSED OF IN A LEGAL MANNER. (TYP.)
A
B
C
D
E
A
1.25" PVC POTABLE WATER SERVICE REQ'D.SEE MECH/PLUMBING PLAN FOR CONTINUATION
B
B
C
D
E
A
B
C
D
90.13'
30.88'
5'
9.5'
39'
F BOLLARD REQ'D. (TYP.)
F
5'
9.50'
LEGEND OF PROPOSEDIMPROVEMENTS
CONCRETE PAVING SECTION
B-BASE SECTION
LIMITS OF CONSTRUCITON
E
D
D
G
1.25" HOT TAP SLEEVE TO EXISTING WATER SERVICE LINE REQ'D. SAWCUT EXISTING CONCRETE PAVING
SECTION AS REQ'D TO PERFORM HOT TAP. CONCRETE PAVEMENT PATCH REQ'D. MATCH IN LIKE KIND.
MATCH EXISTING GRADE. ASSURE SMOOTH TRANSITION. NO PONDING OF WATER. (TYP.)
G
E
NOTE TO CONTRACTOR:
IF ANY CULTURAL MATERIALS SUCH AS POTTERY, ARROWHEADS, OR HUMAN
REMAINS ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR IS TO
IMMEDIATELY STOP WORK AND NOTIFY THE ARCHITECT AND OWNER.
RIP RAP
BOLLARD
H
3'
3'
H
SAW CUT AND REMOVE PAVEMENT AS REQ'D TO MAKE CONNECTION TO EXISTING WATER LINE.
CONTRACTOR TO REPLACE ALL REMOVED CONCRETE WITH NEW HEAVY DUTY CONCRETE PAVING
SECTION.
I RIP RAP REQ'D.
I
I
30'
SITE LAYOUT ALTERNATE 1
A
B
B
D
131.25'
F
5'
9.50'
I
30'
F
90.13'
75.29'
80.13'
16.4'
10.6'
11.6'
I
5'
10.65'
40.85'
30'
41.12'
75.25'
C
I
39'
30.16'
B
15'
90.23'
17'
39'
75.25'
6
1
0
607
6
0
8
6
0
9
BUILDIN
G
FF ELEV.
608.73'
BUILDIN
G
CO
NC
RE
TE
CO
NC
RE
TE
DITCH
DITCH
DITCH
GA
TE
GA
TE
GATE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONNEXES
CONNEXES
CO
NN
EX
ES
VSB BASE BIDF.F. EL. = 610.25
Ø Ø Ø
ØØØØØØ
12" STEEL PIPE
INV. 607.82'
12" PLASTIC PIPE
INV. 606.98'
MATCH
EXISTING
MATCH
EXISTING
6
0
7
6
0
9
6
1
2
607
610
610
611
6
1
2
605
610
608
609
611
6
0
8
6
1
2
6
1
1
610
608
609
608
6
1
0
6
1
0
606
N33.72509°
W85.89926°
N33.72530°
W85.89900°
610.25
610.25
609.45
610.25
MATCH
EXISTING
610.25
609.75
609.75
609.75
610.25
609.83
609.95
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
608
608
608
607
610
6
1
0
610
609
ØØ
Ø609
6
1
0
607
6
0
8
6
0
9
BUILDIN
G
FF ELEV.
608.73'
BUILDIN
G
CO
NC
RE
TE
CO
NC
RE
TE
CO
NC
RE
TE
DITCH
DITCH
DITCH
GATE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONNEXES
CONNEXES
CO
NN
EX
ES
VSB ALTERNATE #2F.F. EL. = 610.25VSB BASE BID
F.F. EL. = 610.25
Ø Ø Ø
ØØØØØØ Ø Ø Ø
610.25
N33.72530°
W85.89873°
610.25
AA
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AA
AA
12" STEEL PIPE
INV. 607.82'
12" PLASTIC PIPE
INV. 606.98'
610
610
609
607
606
608
610
608
608
6
0
8
605
6
0
7
6
0
9
6
1
2
607
610
610
611
6
1
2
605
610
609
611
6
0
8
6
1
2
6
1
1
610
608
609
608
6
1
0
6
1
0
606
N33.72509°
W85.89926°
VSB ALTERNATE #1F.F. EL. = 610.25
610.25
610.25
609.45
610.25
MATCH
EXISTING
610.25
609.75
609.75
609.75
610.25
609.83
Ø Ø Ø
609.60
609.40
609.95
MATCH
EXISTING
610
605
606
608
610
610
6
0
9
60
8
6
1
0
609
606
606
607
606
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AA
A
A
A
A
Ø
ØØ
Ø
Ø
Ø Ø Ø
6
1
0
607
6
0
8
6
0
9
BUILDIN
G
FF ELEV.
608.73'
BUILDIN
G
CO
NC
RE
TE
CO
NC
RE
TE
DITCH
DITCH
DITCH
GA
TE
GA
TE
GATE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONNEXES
CONNEXES
CO
NN
EX
ES
VSB BASE BIDF.F. EL. = 610.25
Ø Ø Ø
ØØØØØØ
12" STEEL PIPE
INV. 607.82'
12" PLASTIC PIPE
INV. 606.98'
MATCH
EXISTING
MATCH
EXISTING
607
610
608
6
0
7
6
0
9
6
1
2
607
610
610
611
6
1
2
605
610
608
609
611
6
0
8
6
1
2
6
1
1
610
608
609
608
6
1
0
6
1
0
606
N33.72509°
W85.89926°
VSB ALTERNATE #1F.F. EL. = 610.25
610.25
610.25
609.60
N33.72530°
W85.89886°
610.25
610.25
609.45
610.25
MATCH
EXISTING
610.25
609.75
609.75
609.75
610.25
609.83
609.95
609
609
608
610
60
8
609
6
0
9
SITE GRADING & CBMP PLAN BASE BID
SITE GRADING & CBMP PLAN ALTERNATE #2
0
GRAPHIC SCALE10' 20' 40'
1"=20'
60'
SITE GRADING
PLAN
C200
Project Number:
5 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
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S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
BEFORE EXCAVATION
AS REQUIRED BY ALABAMA LAW
CALL 2 WORKING DAYS
811ALABAMA LINE LOCATION CENTER, INC.
SITE PREPARATION NOTES
1. ALL DEMOLITION, CONSTRUCTION DEBRIS, CLEARING, AND EXCESS EXCAVATION SHALL BE DISPOSED OF IN A
LEGAL MANNER OFFSITE.
2. STRIP ALL TOPSOIL WITHIN BUILDING AND PAVEMENT AREAS, AND STOCKPILE FOR LATER USE. DISPOSE OF ANY
EXCESS TOPSOIL IN LOCATIONS ON SITE AS DIRECTED BY THE OWNER.
3. PRIOR TO PLACING FILL IN PAVEMENT, SURFACING, OR IN BUILDING PAD AREAS, EXPOSED SUBGRADE SHALL BE
PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK. ALL AREAS SHOWING SIGNS OF PUMPING, RUTTING OR ANY
DELETERIOUS MATERIALS FOUND IN PLACE (ORGANIC, WET, SOFT, LOOSE, OR UNSTABLE MATERIAL) SHALL BE
UNDERCUT AND REPLACED.
4. ALL FILL PLACED IN UNDERCUT AREAS SHALL MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND BE
PLACED IN ACCORDANCE WITH THESE SPECIFICATIONS.
5. PRIOR TO PLACING FILL AND IN CUT AREAS EXPOSED AT SUBGRADE, CONTRACTOR SHALL SCARIFY EXISTING SOILS
TO A DEPTH OF 8" AND RECOMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT.
6. MATERIAL TO BE USED AS FILL SHALL BE FREE OF ORGANICS WITH NO ROCK PARTICLE SIZE GREATER THAN 3"
LESS THAN 25% RETAINED OF A #4 SIEVE AND LESS THAN 45% PASSING THE #200 SIEVE AND A LIQUID LIMIT LESS THAN
40 AND A PLASTIC INDEX LESS OF 5-14.
7. FILL SHALL BE PLACED IN LOOSE LIFTS OF 8" OR LESS IN LOOSE THICKNESS WHEN HEAVY, SELF PROPELLED
COMPACTION EQUIPMENT IS USED AND 4" TO 6" OR LESS IN LOOSE THICKNESS WHEN HAND-GUIDED EQUIPMENT (I.E.
JUMPING JACK OR PLATE COMPACTOR) IS USED AND COMPACTED PER ASTM D-698 AS FOLLOWS:
A. BUILDING AREAS - COMPACT TO 98%.
B. PAVING AREAS - COMPACT TO 98%.
8. ALL FILL SHALL BE COMPACTED WITHIN 3% OF OPTIMUM MOISTURE CONTENT.
9. CONTRACTOR SHALL FURNISH COMPACTION TEST REPORTS ON ALL SOILS PLACED OR SCARIFIED TO THE OWNER
BASED ON A FREQUENCY OF ONE TEST PER 2500 S.F. OF AREA PER LIFT.
10. A GEOTECHNICAL REPORT HAS BEEN PROVIDED BY QUALITY ASSURANCE TESTING LABORATORIES, INC DATED
7/30/2019 JOB NO. SI-2631-19.
LEGEND OF PROPOSEDIMPROVEMENTS
PROPOSED SURFACE FLOW/ASSURE POSITIVE DRAINAGE
777
TEMPORARY TYPE 'A' SILT FENCE
PROPOSED CONTOURS
CLASS 1 RIP RAP
PROPOSED RIDGE LINE
A
PROPOSED ELEVATION 500.00
FINISHED FLOOR ELEVATION
TOP OF CONCRETE PAVING SECTION
TOP OF ASPHALT ELEVATION
TC
FF
TGTOP OF GROUND ELEVATION
TA
Ø Ø Ø
CONCRETE PAVING SECTION
CONSTRUCTION SEQUENCE FOR EROSION CONTROL
1. PRIOR TO CLEARING SITE, CONTRACTOR SHALL BEGIN BY INSTALLING CONSTRUCTION DRIVE, AND PERIMETER SILT FENCES.
2. CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL DOWNSTREAM STORM STRUCTURES.
3. ALL EXISTING STREAMS SHALL BE PROTECTED FROM SILT AND EROSION BY INSTALLATION OF SILT FENCES, HAY BALES, AND
TEMPORARY DIVERSION BERMS. TEMPORARY DIVERSION BERMS SHALL BE STABILIZED IMMEDIATELY.
4. CONTRACTOR MAY NOW BEGIN CLEARING AND GRUBBING THE SITE.
5. CONSTRUCT TEMPORARY SEDIMENT PONDS, SEDIMENT TRAPS, CHECK DAMS, DITCH CHECKS, AND OUTFALL STRUCTURES.
6. CONTRACTOR MAY NOW BEGIN GRADING THE SITE.
7. WATER FROM THE SITE SHALL BE DIRECTED TO TEMPORARY SEDIMENT PONDS AT LOCATIONS SHOWN ON THE PLAN OR AS
DETERMINED BY THE CONTRACTOR PRIOR TO BEING RELEASED FROM THE SITE.
8. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY IS PLANNED TO STOP FOR 21 DAYS, SHALL BE
TEMPORARILY SEEDED. THESES AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY
OCCURRING IN THESES AREAS.
9. AREAS NOT TO RECEIVE PAVING, SIDEWALKS OR BUILDING EXPOSED AT GRADE OR NEAR GRADE SHALL NOT REMAIN
UNDISTURBED FOR MORE THAN 14 DAYS WITHOUT PROVIDING TEMPORARY STABILIZATION. TEMPORARY GRASSING OR
PERMANENT GRASSING SHALL BE INSTALLED TO MITIGATE THE EFFECTS OF RAIN ON THE SUBGRADE OR FINISHED GRADE.
10. CONTRACTOR SHALL PROVIDE INLET PROTECTION AROUND ALL INLET STRUCTURES IMMEDIATELY UPON CONSTRUCTION.
11. RIP RAP SHALL BE PLACED AT THE EXITS OF ALL PIPES IMMEDIATELY FOLLOWING CONSTRUCTION.
12. ALL DISTURBED AREAS TO BE TOPSOILED SHALL RECEIVE 4" OF TOPSOIL AND BE GRASSED IN ACCORDANCE WITH
SECTIONS 650 AND 652 OF THE ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
13. CONTRACTOR SHALL REMOVE ALL TEMPORARY SEDIMENT DEVICES AND DIRECT ALL DITCHES TO THEIR FINAL LOCATION
ONCE ALL ON SITE AREAS HAVE BEEN STABILIZED.
14. WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION
CONTROL DEVICES (INCLUDING SILT FENCES) AND IS RESPONSIBLE FOR FILING THE INTENT TO TERMINATE NPDES PERMIT AND
OBTAINING NOTICE OF TERMINATION FROM ADEM.
15. THE CONTRACTOR IS RESPONSIBLE FOR FILING THE ADEM NOTICE OF INTENT (NOI) AS THE "OPERATOR". THE
CONTRACTOR MAY CONSULT GONZALEZ-STRENGTH & ASSOCIATES FOR ADEM PERMITTING, MONITORING, AND TERMINATION
OF THE ADEM PERMIT.
EROSION CONTROL NOTES
1. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENTATION CONTROL IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL LAWS, CODES, AND REGULATIONS. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED THROUGHOUT
CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.
2. EROSION CONTROL DEVICES SHOWN ON PLANS ARE A MINIMUM REQUIREMENT; ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED TO PREVENT SEDIMENTS FROM LEAVING THE SITE AND SHALL BE IMPLEMENTED BY THE CONTRACTOR AS
NEEDED DUE TO SITE CONDITIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL DEVICES IN GOOD OPERATING ORDER
DURING CONSTRUCTION AND FOR REMOVAL OF ALL SEDIMENTS AND EROSION CONTROL DEVICES ONCE THE SITE IS
PERMANENTLY STABILIZED.
4. CONTRACTOR IS RESPONSIBLE FOR FILING THE NOTICE OF INTENT (NOI) AS THE "OPERATOR" INCLUDING ALL ASSOCIATED
FEES; PERFORMING ALL INSPECTIONS, BACKGROUND AND CONSTRUCTION SAMPLING, AND MAINTAINING INSPECTION AND
UPSET REPORTS REQUIRED BY NPDES PERMIT REQUIREMENTS CONDITIONS. IF CONTRACTOR IS UNFAMILIAR WITH SUCH
REQUIREMENTS, CONTRACTOR MAY CONTACT THE ENGINEER FOR MORE INFORMATION.
5. CONTRACTOR SHALL MONITOR AND MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL OR AT LEAST TWICE
A MONTH.
6. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT THAT MAY HAVE COLLECTED
IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.
7. ONSITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION
THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH NPDES REGISTRATION REQUIREMENTS.
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE PIPE SHALL BE RCP, CLASS III, TONGUE AND GROOVE, CONFORMING TO ASTM C-76 INSTALLED WITH
WATERTIGHT JOINTS.
2. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
3. ALL POLYVINYL CHLORIDE PIPE (PVC) SHALL BE SDR 35 WITH O-RING JOINTS.
4. ALL RIP RAP SHALL BE CLASS 1 RIP RAP PER THE ALDOT STANDARD SPECIFICATIONS.
5. ALL RIP RAP AREAS TO BE UNDERLAYED WITH MIRAFI 180N PERMANENT EROSION CONTROL GEOTEXTILE.
3' WIDE FLAT BOTTOM DITCH
3' WIDE FLAT BOTTOM DITCH3' WIDE FLAT BOTTOM DITCH
B-BASE SECTION
TEMPORARY SILT FENCE REQ'D
TEMPORARY SILT FENCE REQ'D
Copyright 2021cwww.Gonzalez-Strength.com
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
RIP RAP
VERTICAL CONCRETE HEADWALL
INV. 607.50'
EXISTING 12" STEEL PIPE TO BE REMOVED.
DISPOSE OF OFF SITE IN A LEGAL MANNER
SLOPE PAVED CONCRETE
HEADWALL INV. 607.00
69 LF OF 18"x11"
ARCH RCP
SITE GRADING & CBMP PLAN ALTERNATE #1
3' WIDE FLAT BOTTOM DITCH REQ'D. (TYP.)
3' WIDE FLAT BOTTOM DITCH
TEMPORARY SILT FENCE REQ'D. (TYP.)
EXTEND ROOF DRAIN TO DITCH.(TYP.)
EXTEND ROOF DRAIN TO DITCH.(TYP.)
RIP RAP REQ'D. (TYP.)
EXTEND ROOF DRAIN TO DITCH.(TYP.)
SITE SECTIONS
AND DETAILS
C300
Project Number:
6 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
/1
7/2
02
1 @
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:5
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:\2
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cts\JM
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S
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mitta
l\1
9-0
47
5 1
00
% S
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-1
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1.d
wg
S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
NOTE:
STONE SHALL BE COMPACTED WITH STATIC
STEEL DRUM ROLLER (APPROX. 8 TONS).IF
A VIBRATORY COMPACTOR IS USED NO MORE
THAN 4 PASSES SHALL BE ALLOWED
JOINT SEALANT
WITH 1/8" RADIUS AT
SURFACE
EXPANSION JOINT
MATERIAL
1/2"
1/2
"
T
T
1/8" SAW CUT
T/4
EXPANSION JOINT
MATERIAL
EXPANSION/CONSTRUCTION
JOINT
JOINT SEALANT
WEAKENED-PLANE CONTROL JOINT
JOINT SEALANT
NOTES:
1. ALL CONCRETE JOINTS SHOULD CONFORM TO SPECIFICATIONS SECTION 02751
CONTROL JOINT SPACING OF 10 to 14 FEET MAXIMUM
TAMPING TO 6" ABOVE GROUND.
THE FENCE.
STEEL OR WOOD
POST ON 10' C/C
TO POST
FILT
ER
F
AB
RIC
3' M
IN
IM
UM
BOTTOM OF FENCE AND FILTER FABRIC
BY BACKFILLING WITH SOIL MATERIAL BY
MUST BE PLACED IN TRENCH AND SECURED
6"
6"
FLOW
ATTACH WIRE FENCE SILT FENCE SHOULD BE INSPECTED
WHEN THEY REACH 1/4 HEIGHT OF
IMENT DEPOSITS MUST BE REMOVED
AFTER EACH RAINFALL AND SED-
NOTE:
ATTACH FILTER FABRIC
TO WIRE FENCE
24" M
IN
.
CONCRETE CAP
PAINT 8" STRIP
FINISH PAVING
CONCRETE FILLED PAINT
8"Ø STANDARD PIPE COLUMN
TRAFFIC YELLOW
@ TOP TRAFFIC YELLOW
CONCRETE
EARTH
UNDISTURBED
2'-0"
6"
3'-6
"
4'-0
"
6"
4'-6
"
4'-0
"
MAXIMUM JOINT SPACING OF 12 FEET
NOTES:
OF ALABAMA DEPARTMENT OF TRANSPORTATION.
1. ALL CONCRETE JOINTS SHOULD CONFORM TO APPLICABLE SPECIFICATION
NOTE: REFER TO THE GEOTECHNICALREPORT FOR ADDITIONAL
RECOMMENDATIONS#57 STONE BACKFILL
BEDDING MATERIAL TO BE
10"
MIN.
D
EXISTING
GRADE
CLASS "C" BEDDING, ASTM C12,
PATCH PAVING WHERE REQUIRED
BACKFILL WITH SUITABLE MATERIAL PER
SPECIFICATIONS. COMPACTED #57 STONE
BACKFILL IS REQUIRED UNDER ALL PAVING AND
BUILDING SLABS.
W=D+(10"X2)
MIN.
Copyright 2021cwww.Gonzalez-Strength.com
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
FLAT BOTTOM RIPRAP DITCH DETAIL
MIN
.
1'-6
"
FINISHED
GRADE
2'
1'
3'3-0"
REQ'D. (TYP.)
18" THICK RIPRAP
2'
1'
1
8
"
3
OR EQUIL REQ'D.
AMOCO PETROMAT 4551
4'- 10"
5'- 10"
5'- 4"
4'- 4"
3'- 10"
QUANTITIES WILL BE PAID AS REQUIRED.
FIT FIELD CONDITIONS. ADDITIONAL
AND IS SUBJECT TO CHANGE TO
THIS DIMENSION IS A MINIMUM
2'- 10"
3'- 4"
2'- 4"
2'- 4"
2'- 4"
DIMENSION
CONCRETE HEADWALL FOR PIPES
12" O.C.
PLAN
2" CLEAR
8"
8
"
45°
8" O.C.
2" CLEAR
8" O.C.
D+
2'- 0"
D+
1'- 10 5/8"
SIDE VIEW
3" CL.
12" O.C.
1'- 6"
H
6"
6"
6"
12"
3" CLEAR
D
2" CLEAR
2" CL.
L
5'- 0"60"
6'- 0"
6'- 8"
6"
72"
66"
8"
4'- 6"
5'- 0"54"
48"
ALL OTHER REINFORCING BARS
ARE #5'S FOR 72" PIPE
VERTICAL REINFORCEING BARS
ARE #4'S.
HEADWALL.
2'- 0"
2'- 6"
3'- 0"
3'- 6"
4'- 0"
36"
42"
30"
24"
18"
*
PIPE
DIAMETER
D H* L
15'- 8"
16'- 2"
18'- 8"
11'- 8"
13'- 2"
2553.69
5.28
4.34 304
427
2.51
2.02
1.59
1.21
1.06
.91
3.05
8'- 8"
10'- 2"
6'- 2"
6'- 8"
7'- 2"
115
140
175
210
66
78
85
STEEL
QUANTITY
CONC.
W
(C.Y.) (LBS.)
W
CONCRETE ARCH PIPE
CONCRETE ARCH PIPE
DESIGN
DESIGN
THE CRETEX COMPANIES, INC.ELK RIVER, MINNESOTA1999Copyright © The Cretex Companies, Inc.
All rights reserved. Information on this document issubject to change without notice.
INCHES1824303642485460728496108120
EQUIVALENTSIZE
INCHES
5462
77 1/287 1/896 7/8106 1/2
13 1/218
22 1/226 5/831 5/16
364045
1830
53905400440035102415
13051065875690600445315170LBS.
Arch pipe is manufactured with a tongue and groove joint to standard or special strengths in accordance withASTM Specifications C506. Flexible compounds may be used for joint sealant.
132
11.4
51.7
99.1
66.081.8
25.634.6
17.714.3
1.6
6.48.8
4.42.8
WATER
SQ. FT.AREARISE
65
138154
168 3/4
102122
8873
22
36 1/4
51 1/843 3/4
28 1/2
INCHES
SPAN
58 1/2
INCHES
5
9
10
1011
78
5 1/26
2 1/2
44 1/2
3 1/2
WALL T
4 1/2
RISE
1"1"
TSPAN
TYPICAL CROSS SECTIONT
WT./FT.
SECTION
TOP VIEW
POTABLE WATER SERVICE CLAMP
CONCRETE SLOPE PAVED HEADWALLN.T.S.
1'-6
"
3,000 PSI CONCRETE
PERSPECTIVE
6x6 W2.9xW2.9 W.W.F.
END ELEVATION
CLR
2"
8"
1'-6
"
SECTION
6x6 W2.9xW2.9 W.W.F.
3
3'
D
I
A
M
E
T
E
R
P
I
P
E
CLR
2"
4"
1
C
L
R
2
"
4
"
4"
DIA/SPAN 2'2'
3
'-
0
"
M
I
N
.
PIPE
FLOW LINE
4"
D
A
321
1'-0"3'-0"14'-0"3'-0"3'-0"14'-0"2'-0"
1'-0"
20'-0"19'-0"
80'-0"
1'-0"
4'-0"
3'-4"
65'-8"
75'-0"
1'-0"
4'-0"
3'-4"
65'-8"
1'-0"
75'-0"
2 2
11
A2.1
B
A2.1
A
SCALE:1/8" = 1'-0"
FLOOR PLAN BASE BID
CONCRETE
APRON SEE CIVIL
DRAWINGS
5'-0"
30'-0"
5'-0"
4
2
5
2
3'-0"14'-0"3'-0"
20'-0"
2'-0"14'-0"3'-0"
19'-0"
1'-0"
NBC RECON
VEH/STRYKER
1
NBC RECON
VEH/STRYKER
2
NBC RECON
VEH/STRYKER
3
NBC RECON
VEH/STRYKER
4
NBC RECON
VEH/STRYKER
5
NBC RECON
VEH/STRYKER
6
NBC RECON
VEH/STRYKER
7
NBC RECON
VEH/STRYKER
8
NBC RECON
VEH/STRYKER
9
NBC RECON
VEH/STRYKER
10
NBC RECON
VEH/STRYKER
11
NBC RECON
VEH/STRYKER
12
8 9
D
A
1'-0"
2'-0"14'-0"3'-0"3'-0"14'-0"
1'-0"
19'-0"
40'-0"
1'-0"
4'-0"
3'-4"
65'-8"
75'-0"
2 2
1
5'-0"
30'-0"
7
3'-0"
20'-0"
1'-0"
NBC RECON
VEH/STRYKER
13
NBC RECON
VEH/STRYKER
14
NBC RECON
VEH/STRYKER
15
NBC RECON
VEH/STRYKER
16
SCALE:1/8" = 1'-0"
FLOOR PLAN ALTERNATE 2
6" PAINTED
STRIP
6" PAINTED
STRIP
BOLLARDS. TYPICAL.
SEE DETAIL 3/A3.1
BOLLARDS. TYPICAL.
SEE DETAIL 3/A3.1
PORTAL FRAME AS REQ'D &
DESIGNED BY MTL. BUILDING
MANUFACTURER
A3.1
8
OUTDOOR WALL
PACKAGE UNIT. SEE
MECH DRAWINGS /
SPECS
6'-4" 6'-0" 7'-0" 7'-0" 6'-0" 7'-0"
TYP. TYP. TYP.
3'-0"
TY
P.
C
B
D
A
C
B
M.T.M.T.
2'-8"
1'-0"
2'-8"
TYP.
TY
P.
BOLLARDS. TYPICAL.
SEE DETAIL 3/A3.1
2'-8"
1'-0"
2'-8"
CONCRETE
APRON SEE CIVIL
DRAWINGS
C
B
M.T.
7'-0" 6'-0" 7'-0" 7'-0" 6'-0"
TYP. TYP. TYP. TYP. TYP.
BOLLARDS. TYPICAL.
SEE DETAIL 3/A3.1
6 7
D
A
1'-0"
2'-0"14'-0"3'-0"3'-0"14'-0"
1'-0"
19'-0"
40'-0"
1'-0"
4'-0"
3'-4"
65'-8"
75'-0"
2 2
1
5'-0"
30'-0"
5
3'-0"
20'-0"
1'-0"
SCALE:1/8" = 1'-0"
FLOOR PLAN ALTERNATE 1
BOLLARDS. TYPICAL.
SEE DETAIL 3/A3.1
2'-8"
1'-0"
2'-8"
CONCRETE
APRON SEE CIVIL
DRAWINGS
C
B
M.T.
7'-0" 6'-0" 7'-0" 7'-0" 6'-0"
TYP. TYP. TYP. TYP. TYP.
BOLLARDS. TYPICAL.
SEE DETAIL 3/A3.1
1'-0"1'-0"
2OVERHEAD INSULATED ROLLING SLAT DOOR W/ MANUAL
OPERATION(SEE SPECS).
SCALE: 3/8" - 1'-0"
DOOR SCHEDULE
7'-0
"2
"
7'-2
"
2" 3'-0" 2"
3'-4"
1 3/4" INSULATED HOLLOW METAL DOOR
IN HOLLOW METAL FRAME. DOOR &
FRAME PRIMED AND PAINTED
1
14
'-0
"
14'-0"
A1.1
2
A1.1
1
1
ZERO
IVES
LCN
BEST
IVES ( 1 )
65A-E-226 .125 WALL THICK
8400 10"x1-1/2" LDW B-CS
4050 SCUSH SRI TBSRT
1E72
224XYH-2
A
630
689
626
628
FURNISHED BY DOOR
SUPPLIER
ALL
HARDWARE
H-1
H # HW ITEM DOOR NUMBERSFINISHIDENTIFICATIONQUAN.MFG
HARDWARE SCHEDULE
CONT. HINGES
THRESHOLD
KICK PLATE
SURFACE CLOSER
RIM CYLINDER
DOOR SWEEP
RAIN DRIP
ZERO
ZERO
8198AA
142A
AA
A
NOTE:
ALL MANUFACTURES WERE USED AS BASIS OF DESIGN.
2
GASKETING ZERO 8144S-BK S-BK
( 1 )
( 1 )
( 1 )
( 1 )
( 1 )
( 1 )
( 1 )
PANIC HARDWAREFALCON ( 1 ) 25-R-NL 626
( 1 )
4 7
A
B
321
PREFINISHED
STANDING
LOK-SEAM METAL
ROOF COLOR A
PREFINISHED METAL
RAKE TRIM COLOR B
PREFINISHED
METAL EAVE
TRIM @ HIGH
SIDE COLOR B
SLO
PE
3
8
" : 12
A3.1
1
A3.1
1
OPP.
HAND
SCALE:1/8" = 1'-0"
ROOF PLAN
5 6 8 9
ALTERNATE 2 (2 BAYS)BASE BID (4 BAYS)
SLO
PE
3
8
" : 12
SLO
PE
3
8
" : 12
ALTERNATE 1 (2 BAYS)
CAULK
HEAD
FLASHING
WALL
FASTENER
INSIDE
CLOSURE
METAL WALL
PANEL COLOR "C"
GIRT
HOLLOW METAL
FRAME
SCALE:
2
A1.1
1 1/2" = 1'-0"
LONGSPAN PANEL
SUBFRAME
WALL
FASTENERS
HOLLOW METAL
FRAME
SCALE:
1
A1.1
JAMB DETAIL
1 1/2" = 1'-0"
FLOOR , ROOF
PLANS, DOOR
SCHEDULE &
DETAILS
A1.1
7
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2020
IFB No. AC-21-B-0030-S
PLAN LEGEND
DETAIL OR ELEVATION
SHEET NUMBER
SECTION KEY
DETAIL KEY
PLAN OR SECTION
ENLARGEMENT
NUMBER
A
A2.1
A
A2.1
A
A2.1
A
A2.1
8" STEEL GIRTS W/ METAL
WALL PANELS
AB
20'-0"
2 1347
STANDING SEAM METAL
ROOF
EAVE HEIGHT
METAL WALL PANEL
MANUAL OVERHEAD
COILING DOOR
FINISH FLOOR
PIPE BOLLARD - SEE
DETAILS
18'-0"
21 3 4 7
STANDING SEAM METAL
ROOF COLOR "A"
EAVE HEIGHT
METAL WALL PANEL
COLOR "C" TYP.
FINISH FLOOR
SCALE:
FRONT ELEVATION
1/8" = 1'-0"
SCALE:
REAR ELEVATION
1/8" = 1'-0"
FINISH
FLOOR
EAVE
HEIGHT
SCALE:
RIGHT ELEVATION
1/8" = 1'-0"
18'-0"
EAVE HEIGHT
METAL WALL
PANEL
FINISH FLOOR
RAKE TRIM
CORNER TRIM
CORNER TRIM
CORNER
TRIM
3
8
"
12
DOWNSPOUT TYP.
A5.2
A
A5.2
B
A5.2
B
A
SCALE:
LEFT ELEVATION
1/8" = 1'-0"
FINISH FLOOR
EAVE HEIGHT
18'-0"
METAL WALL
PANEL
RAKE TRIM
COLOR "B"
CORNER TRIM
3
8
"
12
B
A5.2
A
FINISH
FLOOR
EAVE
HEIGHT
56
20'-0"
5 6 8 9
ALTERNATE2 (2 ADDITIONAL BAYS)BASE BID (4 BAYS)
89
ALTERNATE 2 (2 ADDITIONAL BAYS) BASE BID (4 BAYS)
A3.1
A
FLASHING AND
COUNTER FLASHING
TYP.
A2.1
1
ALTERNATE1 (2 ADDITIONAL BAYS)
ALTERNATE 1 (2 ADDITIONAL BAYS)
8" CONC. SLAB
FINISHED FLOOR
METAL WALL
8'-0" HIGH PLYWOOD
WAINSCOT AC SANDED
GRADE ALL SIDES PAINTED
WORLDLY GRAY SW7043
A2.1
B
EAVE HEIGHT
PANELS
GIRT
8" STEEL
STEEL COLUMN SEE
STRUCTURAL
F.G. ROLL INSULATION
W/WHITE VINYL SCRIM
LINER TYP.
RAKE TRIM
3
5
8
" METAL STUD
WALL @ 24" O.C.
8'-0"
STANDING SEAM METAL ROOF
12
18'-0"
A3.1
6
A3.1
4
5 34
SCALE:
A
A2.1
1/4" = 1'-0"
BUILDING SECTION
C-CHANNEL FRAME
PER MTL. BUILDING
MFR. TYP. @ EA.
HVAC UNIT
A2.1
1
A2.1
1SIM.
12
FINISH FLOOR
EAVE HEIGHT
20'-0
"
18'-0
"
EAVE
HEIGHT
FINISHED
FLOOR
MANUAL OVERHEAD
COILING DOOR
8'-0" HIGH PLYWOOD
MAINSCOT ALL SIDES
PAINTED WORLDLY
GRAY SW7043
STEEL MAIN
FRAME SIZE PER
MANUFACTURER
REQUIREMENTS
8" CONC. SLAB
VAPOR BARRIER
4" POROUS FILL
DOWNSPOUT
EAVE STRUT
TYP. GUTTER
STANDING SEAM
METAL ROOF
3 5/8" METAL STUDS @ 24" O.C.
BETWEEN GIRTS SCREW ANCHOR
PLYWOOD (AC SANDED PAINTED
WORLDLY GRAY SW7043) TO STUDS.
8" STEEL GIRT
METAL WALL
PANEL
METAL WALL PANEL
STEEL MAIN FRAME SIZE
PER MANUFACTURER
REQUIREMENTS
A
D
CONCRETE
SPLASH BLOCK
WALL PURLIN BEYOND
WALL PURLIN BEYOND
6" CONCRETE APRON
W/6"x6" #6/#6 W.W.M.
EXISTING ASPHALT
PAVING
3
8
"
A3.1
7
HVAC UNIT
BEYOND
B C
A2.1
A
SCALE:
B
A2.1
1/4" = 1'-0"
BUILDING SECTION
F.G. ROLL INSULATION
W/WHITE VINYL SCRIM
LINER TYP.
F.G. ROLL INSULATION
W/WHITE VINYL SCRIM
LINER TYP.
COMPACTED
FILL
A3.1
9
A3.1
10
PRE-FINISHED ALUMINUM
DOWNSPOUT BEYOND
PRE-FINISHED METAL
WALL PANEL
PRE-FINISHED METAL WALL
PANEL TRIM PER MFR.
PRE-FINISHED METAL
FLASHING
SEALANT TYP.
8" STEEL C-CHANNEL
HVAC UNIT SEE MECH
DRAWINGS
8" M
IN
.
METAL BUILDING GRIT
METAL BUILDING
INSULATION
METAL BUILDING FRAME
EXTERIOR
ELEVATIONS &
BUILDING
SECTIONS
A2.1
8
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
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7/2
02
1 @
8
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IL
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2020
IFB No. AC-21-B-0030-S
SCALE:
1
A2.1
DETAIL
3" = 1'-0"
6" DIA. STEEL PIPE
FILLED W/ CONCRETE
PAINTED. COLOR BY
C.E. INSPECTOR
COMPACTED SUBGRADE
6"
4'-0"
SE
E
CIV
IL
3'-6"
6"
CONCRETE FOOTING
(4) HEADED STUD
ANCHORS
SCALE:
3
A3.1
BOLLARD DETAIL
1/2" = 1'-0"
HAND FORMED
CONCRETE CAP
PAVING MATERIAL -
SEE CIVIL
SLOPE
SCALE:
1
A3.1
CANOPY DETAIL
3/4" = 1'-0"
8'-5"
EAVE
HEIGHT
METAL WALL
PANELS
CANOPY
PERIMETER FASCIA
TRIM. MATCH
BUILDING TRIM.
SUSPEND CANOPY
FROM BUILDING WALL
STRUT.
ALUMINUM CANOPY
SECONDARY FRAMING
ANCHOR TO WALL GIRT.
CANOPY
FLASHING/
COUNTERFLASHING
HOLLOW
METAL DOOR
AND FRAME.
SEE
SCHEDULE.
ALUMINUM
CANOPY.
SEE SPECS.
4'-0"
7'-0" H
EA
D
HE
IG
HT
3'-7
"
R-19 F.G. ROLL
INSULATION
W/ WHITE VINYL
SCRIM LINER
STEEL COLUMN
SIZE PER
BUILDING MANUF.
A3.1
2
1'-5
"
NOTE: FURNISH AND INSTALL ANY ADDITIONAL
BLOCKING/ SUPPORT AND ANCHORAGE COMPONENTS
AS REQUIRED BY METAL CANOPY MFR.
(2) 8" CEE PURLINS
METAL BUILDING
PANEL
PRE-FINISHED
FASCIA TRIM
21/2" X 21/2" 16 GA CLIP
ANGLE
EAVE HEIGHT 8'-0"
A.F.F.
SUPPORT PER MFR.
FINISHED FLOOR
8'-0" HIGH PLYWOOD
WAINSCOT ALL SIDES
PAINTED "WORLDLY
GRAY" SW 7043.
STEEL COLUMN SEE
STRUCTURAL
3
5
8
" METAL STUD WALL
@ 24" O.C.
8" STEEL GIRT
METAL WALL PANELS
COLOR "C"
GIRT CLIP
METAL PANEL TRIM
ROLL INSULATION
8" CONCRETE SLAB
SEE STRUCTURAL
POROUS FILL
COMPACTED
EARTH FILL
CORRUGATED FOAM
CLOSURE
NEW PRE-FINISHED METAL
WALL PANEL
F.G. ROLL INSULATION
W/ WHITE VINYL SCRIM
LINER TYP.
PORTAL FRAME AS
REQUIRED & DESIGNED
BY MTL. BUILDING MFR.
3
4
" PAINTED PLYWOOD
WAINSCOT
8" STEEL GRIT
NEW STEEL MAIN MTL.
BUILDING FRAME SIZE PER
MFR. REQUIREMENTS
3
5
8
" MTL STUDS @ 16" O.C.
TYPICAL. CLIP STUDS TO
STEEL GRITS
2
B
SECTIONS &
DETAILS
A3.1
9
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
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7/2
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1 @
8
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2020
IFB No. AC-21-B-0030-S
SCALE:
2
A3.1
DETAIL
3" = 1'-0" SCALE:
4
A3.1
DETAIL
3" = 1'-0"
1
'
-
4
"
1
'
-
2
"
2
"
1
'
-
0
"
6
1
/
8
"
4"
2"
2"
2
"
8
"
2
"
1 1/2"
1
6
"
1
5
2
METAL WALL PANEL
CAP FLASHING FIELD
RAKE TRIM
AUXILIARY RAKE
FLASHING
TAPE MASTIC CONTINUOUS
STANDING SEAM METAL ROOF BEYOND
8" STEEL PURLIN
RAKE SUPPORT FLASHING
STEEL MAIN FRAME SIZE
PER MANUFACTURER
REQUIREMENTS
ROLL INSULATION
EAVE STRUT
GUTTER STRAP
TYP. GUTTER
TAPE MASTIC (PLACE
UNDER CLIP)
ROOF FASTENER
STANDING SEAM METAL ROOF
METAL WALL PANEL
EAVE STRUT BRACKET
(SHOP WELD)
STEEL COLUMN
ROLL INSULATION
SCALE:
6
A3.1
RAKE DETAIL
1 1/2" = 1'-0" SCALE:
7
A3.1
EAVE DETAIL
1 1/2" = 1'-0" SCALE:
8
A3.1
PLAN DETAIL
1 1/2" = 1'-0"
CONCRETE SPLASHBLOCK
SCALE:
5
A3.1
CONCRETE SPLASH BLOCK
N.T.S.
CLOSURE BY
PANEL MFR.
SCALE:
9
A3.1
EAVE DETAIL
1 1/2" = 1'-0"
CAP FLASHING FIELD
RAKE TRIM
TAPE MASTIC CONTINUOUS
STANDING SEAM METAL ROOF
STEEL MAIN FRAME SIZE
PER MANUFACTURER
REQUIREMENTS
ROLL INSULATION
CLOSURE BY PANEL MFR.
METAL WALL PANEL
EAVE STRUT BRACKET
(SHOP WELD)
EAVE STRUT
EAVE HT.
20'-0"
SCALE:
10
A3.1
SILL @ OVERHEAD DOOR
3" = 1'-0"
1
2
"
CONCRETE SLAB
HEAVY DUTY
TRAFFIC SEALANT
1
1
4
" x 1
1
4
" x
1
4
"
GALVANIZED STEEL
ANGLE
CONCRETE SLAB
SEE STRUCTURAL
OVERHEAD DOOR
SEE SCHEDULE
3
8
" EXPANSION
BOARD
200 GROVE PARK LANE, #820
JOHNSON & ASSOCIATES ENGINEERING
DOTHAN, ALABAMA 36305(334) 671-4783 * (334) 793-6276 (fax)
PROFESSIONAL CONSULTING ENGINEERS
Project Number:
10 OF
Sheet Description
Revisions:
Date:
Sheet Number
19-911
18 AUGUST 2021
DOCUMENTSCONSTRUCTION
445 Dexter AvenueSuite 5050Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
PRIN
TED
: 8/1
7/20
21 @
1:5
7PM
FILE
NAM
E: \\
192.
168.
1.12
\jae\
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Proj
ects
\201
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8162
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S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDINGS
IFB No. AC-19-B-0035-S
15
GENERALSTRUCTURAL
NOTES &DETAILS
S0.1
“ ”
GENERAL STRUCTURAL NOTES
200 GROVE PARK LANE, #820
JOHNSON & ASSOCIATES ENGINEERING
DOTHAN, ALABAMA 36305(334) 671-4783 * (334) 793-6276 (fax)
PROFESSIONAL CONSULTING ENGINEERS
Project Number:
11 OF
Sheet Description
Revisions:
Date:
Sheet Number
19-911
18 AUGUST 2021
DOCUMENTSCONSTRUCTION
445 Dexter AvenueSuite 5050Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
PRIN
TED
: 8/1
7/20
21 @
1:5
7PM
FILE
NAM
E: \\
192.
168.
1.12
\jae\
JAE\
Proj
ects
\201
9 Pr
ojec
ts\1
9026
-190
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Pel
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Ran
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Hum
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Sto
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.1-0
8162
1.dw
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S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDINGS
IFB No. AC-19-B-0035-S
15
FOUNDATION PLANSCALE: 1/8"=1'-0" (BASE BID)
FOUNDATION PLANSCALE: 1/8"=1'-0" (ALTERNATE #1)
SCALE: 1/8"=1'-0"
SCHEMATIC ROOF FRAMING PLAN(BASE BID)
SCHEMATIC ROOF FRAMING PLAN SCALE: 1/8"=1'-0" (ALTERNATE #1)
FOUNDATION &SCHEMATIC
ROOFFRAMING
PLANS
S1.1
FOUNDATION PLANSCALE: 1/8"=1'-0" (ALTERNATE #2)
SCHEMATIC ROOF FRAMING PLAN SCALE: 1/8"=1'-0" (ALTERNATE #2)
D
A
321 4 5
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7
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5
C
B
WPHP-1(5-TON)
1
T H
WPHP-5(5-TON)
1
T H
WPHP-2(5-TON)
1
T H
WPHP-3(5-TON)
1
T H
WPHP-4(5-TON)
1
T H
DH-12
HOSE BIBB(FREEZE PROOF)
3/4"
3/4"
HOSE BIBB(FREEZE PROOF)
1"
BALL VALVE INCONCRETEVALVE BOX
SEE CIVIL SITEPLAN FORCONTIN.
BALL VALVE
LOCATE JACE BMSCONTROLLER HERE
DH-2 2
HOSE BIBB(FREEZE PROOF)
3/4"
3/4"
HOSE BIBB(FREEZE PROOF)
DH-32 DH-42
BALL VALVE
BALL VALVE
1"
BALL VALVE
BALL VALVE
1" (BASE BID)1-1/4" (ALT. 1)
1" (BASE BID)1-1/4" (ALT. 1) ALT. 1 ONLY
D
WALL SUPPLY REGISTER
MECHANICAL LEGENDSYMBOL DESCRIPTION
WALL RETURN GRILLE
HUMIDISTAT
TOUCH-SCREEN 7-DAYPROGRAMMABLE THERMOSTAT
DUCT SMOKE DETECTOR
H
T
S
1. THESE DRAWINGS ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE AND OPERATIONAL HVAC SYSTEM BEPROVIDED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALLPARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE ANDOPERATIONAL HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICALABLE CODES, STANDARDS, AND THESE CONTRACT DOCUMENTS SHALL BEFURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF THEOTHER TRADES BEFORE PREPARING SHOP DRAWINGS.
2. COORDINATE UNIT LOCATIONS, REGISTER AND GRILLE LOCATIONS, TEMPERATURE SENSOR LOCATIONS AND PIPING WITH STRUCTURAL, PLUMBING,AND ELECTRICAL. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL COST TO THE OWNER.
3. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ALL WALL, FLOOR, AND ROOF OPENINGS (DIMENSIONS ANDLOCATIONS). THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OPENINGS IN THE STRUCTURE. COORDINATE THE LOCATION OF FLOOR DRAINSWITH MECHANICAL EQUIPMENT PRIOR TO ROUGHING IN OR PLACEMENT OF MECHANICAL EQUIPMENT.
MECHANICAL GENERAL NOTES
CONDENSATE DRAIND
AHU CONDENSATE DRAIN DETAILNO SCALE
EVAPORATOR COIL(UNDER NEGATIVESTATIC PRESSURE)
DEEP SEAL TRAP
CLEAN OUT PLUG
1
ALLOW ACCESS TO HEAT STRIP AND CONTROL PANEL. 4. MAINTAIN 30 INCHES MINIMUM CLEARANCE ON RIGHT SIDE OF UNIT TO
1. UNIT IS SECURED BY WALL MOUNTING BRACKETS WHICH SECURE THE UNIT TO THE OUTSIDE WALL SURFACE AT BOTH SIDES AND AT THE BOTTOM.
2. THE UNIT ITSELF IS SUITABLE FOR "0" INCH CLEARANCE, BUT THE SUPPLY AIR DUCT FLANGE AND THE FIRST THREE FEET OF SUPPLY AIR DUCT REQUIRE 1 INCH CLEARANCE TO COMBUSTIBLE MATERIAL.
3. FOR ADDITIONAL MOUNTING RIGIDITY, THE RETURN AIR AND SUPPLY AIR (DEPENDING UPON WALL CONSTRUCTION) FRAMES OR COLLARS CAN BE DRILLED AND SCREWED OR WELDED TO THE STRUCTURAL WALL ITSELF. BE SURE TO OBSERVE REQUIRED CLEARANCE IF COMBUSTIBLE WALL.
BOTTOM MOUNTINGBRACKET
O.A. INTAKE
INTERIOR WALL
FACTORY RETURN
HP
HEADER
INSULATED DUCTWORK(1" FIBERGLASS INSUL-ATION W/ VAPOR BARRIER)
FLASHING(ALL AROUND)
S.A.
FACTORY S.A.
HEADER
R.A.
T THERMOSTAT/HUMIDISTATWITH INSULATED SUB-BASE
TYP. ALL OUTDOOR WALL PACK HEAT PUMP UNITS.
OUTDOOR WALL PACKAGED HEAT PUMP DETAILNO SCALE
SYMBOLTOTALMBH
SENMBH
COOLINGMIN.
OUTDOOR WALL MOUNTED HEAT PUMP UNIT SCHEDULE
REMARKSEER TOTAL
MBH
HEATING MIN.TOTALCFM
MAX.O.A.CFM
MIN.O.A.CFM
EXT. S.P.INCHES
H₂OH.P.
COP ELEC.K.W. ELEC.
SCHEDULE NOTES:1. COOLING: CAPACITY BASED ON EDB 80° F., EWB 67° F. AND AMBIENT 95° F.2. HEATING: CAPACITY BASED ON EWB 70° F., AMBIENT DB 45° F., AMBIENT RH 70°.3. RATED IN ACCORDANCE WITH WITH AHRI STANDARD 390-2003.4. UNIT IS BASED ON BARD QUIET CLIMATE - TS OUTDOOR MOUNTED 2-STAGE COMPRESSOR HIGH EFFICIENCY AIR SOURCE HEAT PUMP. EQUAL PRODUCTS BY MARVAIRE AND EUBANK.5. PROVIDE 2-STAGE SCROLL COMPRESSORS WITH DISCHARGE MUFFLER.6. PROVIDE MODULATING, ECM INDOOR, OUTDOOR FAN MOTORS AND RELIEF HOOD WITH MOTORIZED DAMPER.7. PROVIDE 2 STAGES OF COOLING AND 3 STAGES OF HEATING (2 COMPRESSOR STAGES PLUS ELECTRIC HEAT)8. PROVIDE HOT GAS RE-HEAT COIL FOR DEHUMIDIFICATION.9. PROVIDE TELESCOPING WALL SLEEVE WITH OUTDOOR AIR LOUVER (DARK BRONZE ANODIZED FINISH) AND FACTORY TRIM KIT.10. PROVIDE FACTORY DISCONNECT SWITCH.11. PROVIDE ECONOMIZER AND ECONOMIZER CONTROLS.
TONNAGE
WPHP-1 1650 --- --- .3 3/4 56.0 39.2 11.0 52.0 3.3 5.0 240/1/60 1,2,3,4,5,6,7,8,9,10,11 5-TON
AIR GRILLE
REGISTER
NOTES:
MECHANICAL NOTE LEGEND: (THIS SHEET ONLY)
PROVIDE AND INSTALL A COMPLETE OPERATIONAL OUTDOOR WALL MOUNTEDPACKAGE HEAT PUMP UNIT WITH ALL RELATED CONTROLS, WIRING, ACCESSORIES,FACTORY TRIM KIT, ETC. PROVIDE WATER AND AIR TIGHT SEAL AROUND EXTERIOR WALLPENETRATION. PROVIDE PROPER SERVICE CLEARANCE AROUND PERIMETER OF UNIT PERMANUFACTURER'S RECOMMENDATIONS. SEE DETAIL.PROVIDE AND INSTALL A COMPLETE OPERATIONAL DEHUMIDIFIER WITH ALL RELATEDCONTROLS, WIRING, ACCESSORIES, ETC. PROVIDE AUXILIARY DRAIN PAN WITH FLOATMICRO-SWITCH TO SHUT UNIT OFF IF WATER IS DETECTED. HANG DEHUMIDIFIER HIGH ASPOSSIBLE BELOW STRUCTURE USING ALL-THREAD RODS. COORDINATE EXACTMOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION. SEE DETAIL.
FINISHED FLOOR
EXTERIOR WALL
GRADE
14'-6" TO BOTTOMOF SUPPLY AIRREGISTER
5. PROVIDE WATER AND AIR TIGHT SEAL AT ALL EXTERIOR WALL PENETRATIONS.
CONCRETE SPLASH-BLOCK ON GRADE
1" DIA. SCH.-40 PVCCONDENSATE DRAIN LINE
6. PROVIDE SMOKE DETECTOR IN RETURN AIR.
S
INSULATED SLEEVE
INSULATED SLEEVE
H
D
WPHP-2 1650 --- --- .3 3/4 56.0 39.2 11.0 52.0 3.3 5.0 240/1/60 1,2,3,4,5,6,7,8,9,10,11
WPHP-3 1650 --- --- .3 3/4 56.0 39.2 11.0 52.0 3.3 5.0 240/1/60 1,2,3,4,5,6,7,8,9,10,11
WPHP-4 1650 --- --- .3 3/4 56.0 39.2 11.0 52.0 3.3 5.0 240/1/60 1,2,3,4,5,6,7,8,9,10,11
WPHP-5 1650 --- --- .3 3/4 56.0 39.2 11.0 52.0 3.3 5.0 240/1/60 1,2,3,4,5,6,7,8,9,10,11
5-TON
5-TON
5-TON
5-TON
2
SYMBOLTOTALCFM
DEHUMIDIFIER SCHEDULEEXT.S.P.H₂O
SCHEDULE NOTES:1. CAPACITY BASED ON 80 DEGREES F., EWB 60% R.H. (ANSI/AHAM
DH-1-2003).2. PROVIDE FACTORY FAN SPEED SWITCH, FILTER SECTION, INLET AND OUTLET,
CONDENSATE DRAIN, INSULATED CABINET, FACTORY DEHUMIDIFICATIONCONTROL AND REMOTE HUMIDISTAT, TRANSFORMER, CONDENSATEOVERFLOW SAFETY SWITCH AND BACKDRAFT DAMPER. SEE ELECTRICALPLANS FOR DISCONNECT.
3. DEHUMIDIFIER BASED ON APRILAIRE MODEL 1870 OR APPROVED EQUAL BYHONEYWELL OR ULTRA-AIRE. PROVIDE CONDENSATE PUMP IF REQUIRED.
4. UNIT SHALL BE WIRED WITH FACTORY INSTALLED PLUG. SEE ELECTRICALPLANS FOR RECEPTACLE LOCATION PRIOR TO INSTALLING.
CAP.ppd
MAX.AMP
DRAWELECTRICAL REMARKS
DH-1 THRU 4 310 .6" 130 15 120/1/60 1,2,3,4,5
AIR FLOW
S 4
1
2
36
5
AIR FLOW
LEGEND: (THIS DETAIL ONLY)
DISCHARGE OPENING IN UNIT.INTAKE OPENING IN UNIT.PROVIDE SIDE ACCESS FOR FILTER PULL.AUXILIARY GALVANIZED SHEET METAL DRAIN PAN W/FLOAT MICRO SWITCH. SWITCH SHALL SHUT OFF UNIT IFWATER IS DETECTED.CONDENSATE DRAIN LINE FULL SIZE OF DRAIN W/4" P-TRAPTO NEAREST DRAIN.APRILAIRE MODEL 1870 DEHUMIDIFIER OR APPROVEDEQUAL HONEYWELL OR ULTRA-AIRE. PROVIDE DEDICATEDELECTRICAL CIRCUIT. HANG FROM STRUCTURE WITHALL-THREAD RODS.
1234
5
ALL-THREADROD
STRUCTURE
6
DEHUMIDIFIER DETAILNO SCALE
NOTE:MOUNT HIGH AS POSSIBLEBELOW STRUCTURE.COORDINATE EXACT MOUNTINGHEIGHT WITH OWNER PRIOR TOINSTALLATION.
INTERIOR WALL
FINISHED FLOOR
EXTERIOR WALL
GRADE
CONCRETE SPLASH-BLOCK ON GRADE
D
D
D
D
INSULATED DOMESTICCOLD WATER LINECLEVIS HANGER
CARRIER PIPE
PIPE INSULATION
INSULATION SADDLE OR SHIELD:SADDLE FOR PIPES 2-1/2" DIA.AND LARGER. SHIELD FOR PIPES2" AND SMALLER, SHIELD LENGTH= 1.5 X INSUL. DIA.
STRUCTURE
PIPE HANGER DETAILNO SCALE
SIDE BEAM CLAMP
THREADED RODCUT TO LENGTH
EQUIPMENT CONTROL SEQUENCE OF OPERATION:
MECHANICAL CONTRACTOR SHALL PROVIDE A BARD (OR APPROVED EQUAL) CONTROLLER CAPABLE OF SENSINGSPACE TEMPERATURE AND HUMIDITY AND A JACE BMS CONTROLLER THAT MEETS THE CURRENT REQUIREMENTS BYTHE ARMY NATIONAL GUARD. THIS CONTROL SYSTEM SHALL RECORD TEMPERATURE AND HUMIDITY AND SEND OUTAN ALARM SIGNAL IN EMAIL FORMAT AND TEXT FORMAT TO DCSM - DATA PERSONNEL IN MONTGOMERY, AL FORARMY NATIONAL GUARD AND TO THE MANAGEMENT LEAD AND LOCAL SHOP CHIEF FOR ARMY NATIONAL GUARDINDICATING THAT THE SYSTEM HAS FALLEN OUT OF THE REQUIRED PARAMETERS MENTIONED BELOW:
REQUIRED TEMPERATURE AND HUMIDITY PARAMETERS:
1. 49% (RH) RELATIVE HUMIDITY AT ALL TIMES.2. MINIMUM OF 55-DEG. F AT ALL TIMES.3. MAXIMUM OF 80-DEG. F AT ALL TIMES.
COORDINATE WITH THE MANAGER OF STATE BAS INTHE OFFICE CFMO FOR COMPLETE CONNECTIVITY.
D
UNI-STRUT PIPINGSUPPORT (TYP.)
INSULATEDSLEEVE
UNI-STRUT PIPINGSUPPORT (TYP.)
3/4" DIA. SCH.-40 PVCCONDENSATE DRAIN LINE
NOTE:PROVIDE PAINTED SHEET METALCOVER OVER EXTERIOR VERTICALCONDENSATE DRAIN LINE.
NOTE:PROVIDE PAINTED SHEET METALCOVER OVER EXTERIOR VERTICALCONDENSATE DRAIN LINE.
903 SOUTH PERRY STREETMONTGOMERY, AL 36104T. (334) 269-0329www.Jmorriseng.com
PROJECT NO:
E N G I N E E R
L I CENS ED
No. 16984PROFESSIONAL
A
L A B A M A
SI
RROM.HSEMAJ
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTSCONSTRUCTION
445 Dexter AvenueSuite 5050Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
15
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
12
MECHANICAL/PLUMBING
FLOOR PLANS,DETAILS ANDSCHEDULES
M1.1
MECHANICAL/PLUMBING FLOOR PLAN - BASE BIDSCALE: 1/8"=1'-0"
MECHANICAL/PLUMBING FLOOR PLAN -ALTERNATE 1SCALE: 1/8"=1'-0"
N N MECHANICAL/PLUMBING FLOOR PLAN -ALTERNATE 2SCALE: 1/8"=1'-0"
N
PHONE: (256) 240-7335
M.E. JOB #2126
878 AVALON LANEANNISTON, AL 36207
DOCUMENTSCONSTRUCTION
8-18-21
445 Dexter AvenueSuite 5050P.O. Box 1706Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
IFB # AC-21-B-0030-S
OF 15
E1.1
13
PHONE: (256) 240-7335
M.E. JOB #2126
878 AVALON LANEANNISTON, AL 36207
DOCUMENTSCONSTRUCTION
8-18-21
445 Dexter AvenueSuite 5050P.O. Box 1706Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
IFB # AC-21-B-0030-S
OF 15
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PHONE: (256) 240-7335
M.E. JOB #2126
878 AVALON LANEANNISTON, AL 36207
DOCUMENTSCONSTRUCTION
8-18-21
445 Dexter AvenueSuite 5050P.O. Box 1706Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
IFB # AC-21-B-0030-S
OF 15
E3.1
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