j26 Trial Proposal Drawing Set.pdf
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- Attached to
- Competitive 8(a) SATOC JOC Federal contract opportunity
- Solicitation number
- W9124P-19-R-A029
About this file
This document announces a proposed competitive 8(a) Single Award Task Order Contract (SATOC) for unspecified minor military construction, lab revitalization, and sustainment, restoration, and modernization projects for the US Army Garrison - Redstone Department of Public Works. The contract will have a five-year term as a firm fixed price IDIQ contract. Questions about the draft RFP must be submitted by February 22, 2019 to the identified contracting points of contact via email only. The anticipated award date is December 16, 2019. The scope includes construction and facilities services for the US Army at Redstone Arsenal.
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DESIGNED:
CHECKED:
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
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IN-DESIGN
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
1234-2017103-1
C A
P F
A C
IL
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Y
2017103-1
B L
D G
DRAFTER
ENGINEER
ENGINEER
VICINITY MAP
DRAWING INDEX
REDSTONE ARSENAL, ALABAMA
BUILDING 4488, MARTIN ROAD
DIRECTORATE OF PUBLIC WORKS
U.S. ARMY GARRISON - REDSTONE
NTS
X1
GOSS
GATE 8
GATE 10
RD.
R O
A D
R
ID
E O
U T
GATE 5
GATE 1
GATE 3
GATE 2
P A
T T
O N R
D
REDSTONE RD.
M A
R T
IN
R O
A D
BUXTON RD.
D O
D D
GATE 7
GATE 9
P A
T T
O N
R O
A D
MARTIN
ROAD
R O
A D
NOT TO SCALE - INFORMATION ONLY
DESCRIPTIONSHEET
REDSTONE ARSENAL LOCATION MAP
BORROW PIT #5
BILL
LANDFILL
S C
O P
E O
F W
O R
K
N O
T E
S
C O
V E
R S
H E
E T
V
IC
IN
IT
Y M
A P
S
CAP FACILITY
BLDG. 1234
DESCRIPTIONSHEET
S
UPPO RT
D E F
E N
D
S U
S T
A I N
OF T
E
A
FOSTEAT
S
DE
T
N U
I
TNE
MT
R A
P E
D
H
R M
Y
A
CI
R E
MA
TH
ISWE'LLDEFEND
COMUNICATIONS PLANT1
PUMBING PLANP1
MECH.- DETAILSM8
MECH.- DETAILSM7
MECH.- CONTROLSM6
MECH.- CONTROLSM5
MECH.- SCHEDULESM4
MECH.- ENLARGED PIPING PLANM3
MECH.- PIPING PLANM2
MECH.- DUCT PLANM1
ELECT.- GROUND BUS PLANE8
ELECT.- LIGHTNING PROTECTION PLANE7
ELECT.- PANEL SCHEDULESE6
ELECT.- PANEL SCHEDULESE5
ELECT.- POWER PLANE4
ELECT.- ENLARGED RECEPTACLE PLANE3
ELECT.- RECEPTACLE PLANE2
ELECT.- LIGHTING PLANE1
FIRE- SPRINKLER PLANF3
FIRE- FIRE ALARM PLANF2
FIRE- LIFE SAFETY PLANSF1
ARCH.- ELEVATIONSA7
ARCH.- REFLECTED CEILING PLANA6
ARCH.- DOORS, SCHEDULES AND FINISHESA5
ARCH.- WALL SECTIONSA4
ARCH.- WALL SECTIONSA3
ARCH.- ENLARGED PLANA2
ARCH.- FLOOR PLAN A1
STRUCT.- FOUNDATION DETAILSS2
STRUCT.- FOUNDATION PLANS1
CIVIL- PERIMETER FENCE DETAILSC6
CIVIL- CONSTRUCTION DETAILS C5
CIVIL- EROSION AND SEDIMENT CONTROL PLANC4
CIVIL- UTILITY PLANC3
CIVIL- GRADING AND DRAINAGE PLANC2
CIVIL- SITE PLANC1
CIVIL- DEMO PLANC0
COVER SHEET, MAP, SCOPE OF WORK & NOTESX1
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
SS
C0
N
LEGEND
EXISTING FENCE
EXISTING UTILITY POLE
ELECTRIC LINE
NEW OVERHEAD
(APPROX. 203 LF, TO BE REMOVED)
PORTION OF EXISTING FENCE
(APPROX. 235 LF, TO BE REMOVED)
PORTION OF EXISTING FENCE
STATION (TO REMAIN)
EXISTING SEWER LIFT
(TO BE REPLACED)
AND APPROX. 53 LF OF FENCE
EXISTING GATE ENTRANCE
DEMO FENCE
(TO BE SAWCUT AND REMOVED)
EXISTING CONCRETE SIDEWALK
1.
2.
3.
GENERAL PROJECT NOTES
4.
5.
INSTALLATION OF ALL MATERIALS AND EQUIPMENT.
INSTRUCTIONS FOR THE PROPER TRANSPORTATION, STORAGE, AND
STANDARDS, AND REGULATIONS AND FOLLOW MANUFACTURER'S
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS,
AND TEXTURE.
SHALL MATCH EXISTING IN TYPE AND QUALITY OF MATERIALS, FINISH, COLOR,
AND UTILITIES RESULTING FROM THE PERFORMANCE OF THIS WORK. REPAIRS
THE CONTRACTOR SHALL REPAIR ALL DAAMAGE TO ADJACENT STRUCTURES
CONTACT IS BRIAN SMITH, WOLF CREEK, (256) 876-2758.
CONSTRUCTION AND VERIFY THE LOCATION OF EXISTING UTILITIES. POINT OF
THE CONTRACTOR SHALL OBTAIN A DIGGING PERMIT PRIOR TO BEGINNING
OR EQUIPMENT ARE TO REMAIN UNSECURED AFTER WORKING HOURS.
REPRESENTATIVE (COR) AND OTHER NECESSARY PERSONNEL. NO VEHICLES
HOURS IN COORDINATION WITH THE CONTRACTING OFFICER'S
THE CONTRACTOR SHALL ARRANGE PROJECT SCHEDULE AND DAILY WORK
FOR A COMPLETE AND OPERATIONAL INSTALLATION.
APPURTENANCES, AND TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ACCESSORIES,
SCALE: 1" = 20'
0-10'-20' 20' 40' 60'
D E
M O
L
IT
IO
N P
L A
N
.0
.0
.0
.5
88.58
.0
T
O F
E N
C E C
O R
N E
R
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DRAWN:
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2017103-11
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2 FEB. 2017
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
T
Y P
R
C1
N
SCALE: 1" = 20'
0-10'-20' 20' 40' 60'
LEGEND
EXISTING FENCE
EXISTING UTILITY POLE
NEW 8' WIDE CONCRETE SIDEWALK
NEW 5' WIDE CONCRETE SIDEWALK
NEW 26'X35' CANOPY
NEW 8' WIDE CONCRETE PAVEMENT
BOILER PAD
NEW 6'X6' CONCRETE
NEW FENCE
LOADING/STORAGE AREA
NEW HEAVY DUTY CONCRETE
'62'
25'
NEW 25'X60' CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
(REFER TO SHEET S2)
HEAVY DUTY CONCRETE
(REFER TO SHEET C5 DETAIL 12)
NEW ACCESSIBLE RAMP WITH FLARES
C6 FOR DETAILS)
NEW GATE, (REFER TO SHEET
S
IT
E P
L A
N
(REFER TO SHEET C6 FOR DETAILS)
NEW FENCE TO MATCH EXISTING
(REFER TO SHEET C6 FOR DETAILS)
NEW 4' PEDESTRIAN GATE
.3
(SEE MECH. PLANS FOR DETAILS)
NEW MECH. EQUIPMENT PAD
NEW 10'X5' CONCRETE PAD
BOILER PAD
NEW 6'X6' CONCRETE
GENERAL NOTES
TRANSPORTATION, STORAGE AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT.
REGULATIONS AND FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR THE PROPER
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, STANDARDS, AND 7.
TO BE DETERMINED BY THE CONTRACTOR.
EXCESS CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF THE ARSENAL AT A SITE 6.
STAKEOUT.
DETAILS TAKE PRECEDENCE OVER DRAWING SCALE AND SHALL BE USED FOR CORRECT
DRAWINGS; PROVIDED DIMENSIONS, SYMBOL LEGEND, KEYNOTES AND REFERENCED
FOR STAKEOUT, DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN ON 5.
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER INDICATED ON THE DRAWING.
ANY PROPOSED DEVIATION FROM THE DESIGN CONTAINED HEREIN SHALL IMMEDIATELY BE 4.
EXISTING IN TYPE AND QUALITY FOR MATERIALS, FINISH, COLOR, AND TEXTURE.
UTILITIES RESULTING FROM THE PERFORMANCE OF THIS WORK. REPAIRS SHALL MATCH
THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO ADJACENT EXISTING STRUCTURES AND 3.
VEHICLES OR EQUIPMENT ARE TO REMAIN UNSECURED AFTER WORKING HOURS.
ENTIRE PROJECT PRIOR TO BEGINNING WORK (BETWEEN THE HOURS OF 0600 - 1800). NO
COORDINATION WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR THE
THE CONTRACTOR SHALL ARRANGE PROJECT SCHEDULE AND DAILY WORK HOURS IN 2.
RESULTING FROM THE PERFORMANCE OF THIS WORK TO ENSURE PROPER SITE DRAINAGE.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING RUNOFF AND STORM DRAINAGE PATTERNS
DISCREPENCIES SHALL PROMPTLY BE BROUGHT TO THE ATTENTION OF THE COR.
STRUCTURE LOCATIONS, AND TOPOGRAPHY PRIOR TO CONSTRUCTION OPERATIONS. ANY
CONTRACTORS SHALL FIELD VERIFY ALL NECESSARY DIMENSIONS, ELEVATIONS, 1.
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
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2017103-11
IN-DESIGN
2 FEB. 2017
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
FFE = 608.21
SS
FFE = 608.10
COCO
C2
N
LEGEND
EXISTING FENCE
EXISTING UTILITY POLE
ELECTRIC LINE
EXISTING OVERHEAD
NEW FENCE
EXISTING GRADE
INTO EXISTING SIDEWALK AT
TIE NEW CONCRETE SIDEWALK
PAVEMENT AT EXISTING GRADE
INTO EXISTING ASPHALT
TIE NEW ASPHALT PAVEMENT
0.75% SLOPE (APPROX. 103 LF)
NEW 18" RCP CULVERT AT
SCALE: 1" = 20'
0-10'-20' 20' 40' 60'
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
XXX
XXX
PROPOSED MINOR CONTOURXXX
EXISTING MAJOR CONTOURXXX
G R
A D
IN
G D
R A
IN
A G
E P
L A
N
CONDITION OTHERWISE DETRIMENTAL TO SEEDING, PLANTING OR PROPER GRADING.
PLACED WHEN TOPSOIL IS FROZEN, EXCESSIVELY WET OR EXTREMELY DRY, OR IN A
SOIL AND INSTALL A MINIMUM OF SIX INCHES (6") OF TOPSOIL . TOPSOIL SHALL NOT BE
WHERE EXISTING TURF SURFACE IS DISTURBED, THE CONTRACTOR SHALL SCARIFY EXISTING
MATERIAL IS DISCOVERED ON SITE AND REMOVAL OPERATIONS STOPPED IMMEDIATELY.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY IF UNSUITABLE
STOCKPILED ON SITE AND UTILIZED IN AREAS WHERE FILL MATERIAL IS REQUIRED.
AND NOTES. EXCAVATED MATERIAL SHALL BE SCREENED TO REMOVE VEGETATIVE DEBRIS AND
TO PROVIDE FINISH SURFACE ELEVATIONS IN ACCORDANCE WITH THE SITE GRADING PLAN
THE CONTRACTOR SHALL EXCAVATE TO THE REQUIRED DEPTH TO INSTALL UTILITIES AND/OR
RESULTING FROM GRADING AND PIPE ELEVATIONS TO ENSURE PROPER SITE DRAINAGE.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING RUNOFF AND STORM DRAINAGE PATTERNS
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ELEVATIONS AND MEASUREMENTS.
BORROW MATERIAL SHALL BE FROM ON REDSTONE ARSENAL, LOCUST ROAD STOCKPILE.
DENSITY.
COMPACTED THICKNESS. THE COMPACTION SHALL BE A MINUMUM OF 98% STANDARD PROCTOR
EARTH FILL UNDER SLABS SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6"
LOCATIONS.
SHALL REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION DEBRIS DAILY TO APPROPRIATE
THE CONTRACTOR SHALL MAINTAIN A SAFE AND CLEAN WORKING ENVIRONMENT. CONTRACTOR
(256) 876-2801.
AND VERIFY THE LOCATION OF EXISTING UTILITIES. PLEASE CONTACT MINOR REPAIRS
THE CONTRACTOR SHALL OBTAIN A DIGGING PERMIT PRIOR TO BEGINNING CONSTRUCTION
1.
2.
3.
4.
5.
6.
7.
10.
11.
8.
9.
12.
13.
EARTHWORK/GRADING GENERAL NOTES:
CONTRACTING OFFICER FOR PLACEMENT OF ANY EXCESS TOPSOIL.
EXCESS STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE. COORDINATE WITH
502.
NO SLOPE WITHIN THE ACCESSIBLE PARKING SHALL EXCEED 2.08% (1:48) PER SECTION
CROSS SLOPE SHALL NOT EXCEED 2.08% (1:48) ALONG THE SIDEWALK PER SECTION 403.
FOR ACCESSIBLE DESIGN. THE LONGITUDINAL SLOPE SHALL NOT EXCEED 5% (1:20) AND
ACCESSIBLE PARKING AND ROUTE TO BUILDING SHALL COMPLY WITH 2010 ADA STANDARDS
REQUIREMENTS OF THESE DRAWINGS.
BE UNDERCUT AND THE SOIL SHALL BE REPLACED WITH NEW FILL MEETING THE
(20 TONS). ALL AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR POOR MATERIALS SHALL
STRUCTURES, THE EXPOSED SUBGRADE SHALL BE PROOF ROLLED WITH A LOADED DUMP TRUCK
PRIOR TO PLACING FILL IN AREAS TO RECEIVE BUILDING PAD, PAVEMENT PADS, OR
PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK SITE.
MAY DIRECT THE CONTRACTOR TO PERFORM NECESSARY GRADING AND DRAINAGE WORK TO
THE CONTRACTOR IS SOLEY RESPONSIBLE FOR THE PROTECTION OF THE WORK . THE COR
DRAWINGS ARE FINISH GRADE, UNLESS NOTED OTHERWISE.
DRAINAGE IN AND AROUND THE EXISTING SITE. ALL ELEVATIONS NOTED ON CIVIL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SITE GRADING TO ENSURE PROPER
CONTAINED THROUGHOUT THE DRAWINGS, NOTES AND PERMITS.
WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS
CONTRACTORS/SUBCONTRACTORS ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY
TRANSPORTATION, STORAGE, AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT. ALL
REGULATIONS AND FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR THE PROPER
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, STANDARDS, AND
14.
AROUND
COLUMN ALL
AWAY FROM
CONCRETE
SLOPE
M
IN
DOWN SPOUT BOOT
N.T.S.
IN
V
E R
T E
L E
V A
T
IO
N S
V A
R
IE
S S
E E P
L A
N F
O R
FOOTING & WALL DETAILS
SEE STRUCTURAL PLANS FOR
DOWNSPOUT
REQUIRED FOR
DRAIN, SIZE AS
DOWN SPOUT
INV IN: 606.55
(SOLID COVER)
NYLOPLAST DRAIN BASIN
INV: 606.60
CONNECTION
DOWNSPOUT
WYE CONNECTION, TYP.
INV: 606.30
CONNECTION
DOWNSPOUT
INV: 606.60
CONNECTION
DOWNSPOUT
INV: 606.50, TYP.
CONNECTION
DOWNSPOUT
607.72
608.01
607.72
607.98
607.98607.98
608.02
INV IN: 606.45
(SOLID COVER)
NYLOPLAST DRAIN BASIN
INV IN: 605.81
(SOLID COVER)
NYLOPLAST DRAIN BASIN
INV IN: 605.35
(SOLID COVER)
NYLOPLAST DRAIN BASIN
INV: 605.47
TO SPILL ON GRADE
NEW 8" STORM DRAIN
HDPE @ 0.75% SLOPE
APPROX. 148 LF OF 8"
HDPE @ 0.5% SLOPE
APPROX. 150 LF OF 8"
INV: 604.95
TO SPILL ON GRADE
NEW 8" STORM DRAIN
H D
PE
.2 5% S
LO
PE
APP
R
O X.
LF
O
F 8"
HDPE @ 1% SLOPE
APPROX. 33 LF OF 8"
HW-614-SP FOR DETAILS)
(SEE ALDOT DRAWING
INV OUT: 604.26
NEW SLOPED HEADWALL
HW-614-SP FOR DETAILS)
(SEE ALDOT DRAWING
INV OUT: 605.11
NEW SLOPED HEADWALL
NEW UNDERGROUND ELECTRIC LINE
PROJ. ENG.:
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PROJECT SHEET NO.:
DATE:
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2017103-11
IN-DESIGN
2 FEB. 2017
O F
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
P.7
FFE = 608.21
SS
SS
_ COCO
FFE = 608.10
1 2
-0+50 0+00 3+00
PROPOSED GRADE
EXISTING GRADE
(SDR 21) AT 3% SLOPE
APPROX. 8.5 LF OF 4" PVC
PR. CLEANOUT
RIM EL: 607.93
INV OUT: 605.83
INV IN: 605.83
PR. CLEANOUT
RIM EL: 606.63
INV OUT: 602.10
INV IN: 602.35
EX. LIFT STATION
RIM EL: 604.44
*EX. INV OUT: 601.21
*EX. INV IN (W): 597.06
INV IN (N): 598.65
BLDG 1234
FFE = 608.10
(SDR 21) AT 3% SLOPE
APPROX. 128 LF OF 4" PVC
FOR CONTINUATION
SEE PLUMBING PLANS
COMMUNICATIONS CROSSING
NEW UNDERGROUND
ELECTRICAL CROSSING
NEW 1" UNDERGROUND
(SDR 21) AT 3% SLOPE
APPROX. 116 LF OF 4" PVC
NEW 4" STORM DRAIN
C3
(TO REMAIN)
EXISTING COMMUNICATIONS MANHOLE
MANHOLE, TYP.
NEW 4'X4' COMMUNICATIONS
U T
IL
IT
Y P
L A
N
SCALE: 1" = 30'
0-15'-30' 30' 60' 90'
N
EXISTING OVERHEAD ELECTRIC LINE
NEW UNDERGROUND ELECTRIC LINE
EXISTING POTABLE WATER LINE
NEW POTABLE WATER LINE
EXISTING SANITARY SEWER LINE
NEW SANITARY SEWER LINE
EXISTING UTILITY POLE
EXISTING WATER VALVE
CO NEW SANITARY SEWER CLEAN-OUT
SS
NEW UTILITY POLE
LEGEND
NEW FIRE HYDRANT
NEW UNDERGROUND COMMS
EXISTING UNDERGROUND COMMS
(2) 4" RGS/PVC CONDUITS
FOR FUTURE BUILDING
(2) 4" RGS/PVC STUBOUTS
PRIOR TO COMM INSTALLATION
OF EXISTING WATER AND COMM LINES
CONTRACTOR TO FIELD VERIFY DEPTH
CONDUITS
UNDER EXISTING ROAD WITH (2) 4" HDPE
CONTRACTOR TO DIRECTIONAL DRILL
TO SHEET C5 FOR DETAILS)
NEW 4" GAS VALVE (REFER
UTILITY NOTES:
REPAIR/REPLACE TO LIKE-NEW CONDITION.
WHERE POSSIBLE. IF FENCE OR FACILITIES ARE DISTURBED, CONTRACTOR SHALL
WATER LINE SHALL BE INSTALLED TO AVOID DISTURBING FENCE AND OTHER FACILITIES,
REPRESENTATIVE (COR).
INSTALLED UTILITIES INCLUDING PIPELINES TO THE CONTRACTING OFFICER'S
CONTRACTOR SHALL PROVIDE A DETAILED SKETCH INDICATING THE LOCATION OF ALL NEWLY
IN PLACE BY CONTRACTOR.
ALL GAS METERS ARE TO BE INSTALLED ON A 4" THICK CONCRETE PAD 18" X 48" POURED
GAS LINE SHALL BE INSTALLED WITH UTILITY TRACER WIRE PER DETAIL NUMBER 5 AND 6
THE CONTRACTOR AND SHALL BE PERFORMED IMMEDIATELY.
EXCAVATION. REPAIR OF DAMAGED UTILITIES OR EQUIPMENT IS THE RESPONSIBILITY OF
CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND EQUIPMENT PRIOR TO
4.
5.
CREEK PERSONNEL PRESENT
TAP TO BE INSTALLED WITH WOLF
CREEK TWO DAYS PRIOR TO TAPPING.
CONTRACTOR TO NOTIFY WOLF
TIE INTO EXISTING 3" GAS LINE.
2" PVC WATER LINE
4" PVC SEWER LINE
6" DIP WATER LINE
1.
2.
3.
EXISTING SANITARY SEWER MANHOLE
EXISTING GAS
NEW GAS
(SEE SHEET C6 FOR DETAILS)
NEW FIRE HYDRANT
NEW SEWER CLEANOUT 1
NEW SEWER CLEANOUT
(TO REMAIN)
EXISTING FIRE HYDRANT
SCALE: 1" = 30' (H:V = 1:5)
0-15'-30' 30' 60' 90'
.5
RACKING FOR HHS (TYP.)
CONTRACTOR SHALL ORDER ALL
3/4", FOR GROUNDING AND BONDING,
1-10' COPPER CLAD GROUND ROD,
SHALL INCLUDE 1/4" NYLON PULL STRING (TYP.)
3"X3 INNER DUCT (MESH). EACH CONDUIT
1 CONDUIT SHALL INCLUDE 2 PACKS OF
CIRCUIT PP1-76
1- 1" RGS/PVC, 2C-#10 GROUND
2-2" RGS/PVC
BREAK ELBOWS
LOOP FEED, FUSES, LOAD
12470∆/208-120V, ON-OFF SW,
300KVA, 3Ф PADMOUNT
ARRESTORS
BREAK ELBOWS, LIGHTNING
LOOP FEED, FUSES, LOAD
12470∆/480-277, ON-OFF SW,
300KVA, 3Ф PADMOUNT
SPACED 4' APART
6'X6' TRANSFORMER PAD
TO PANEL MP1
PANEL MP2 4C-500MCM
3 RUNS 3" RGS/PVC TO
1-4" RGS/PVC
FOR CAMERA, CIRCUIT PP2-52
ON 3'-0" AFG CONCRETE BASE
15', 4"X4" SQUARE METAL POLE
(2) 2" RGS/PVC CONDUITS
(2) 4" RGS/PVC CONDUITS
DETAILING ORIGIN AND DESTINATION.
CONTRACTOR SHALL LABEL BOTH ENDS OF POWER CONDUCTORS
CONCENTRIC NEUTRAL
3C-#2 EPR, 133%
2-4" RGS/PVC (1 SPARE)
2-1" RGS/PVC
2C-#10, #10 GRND
1-1" RGS/PVC
2-1"
2-2"
2-4"
ASHLEY HALL
3/4" RGS/PVC
HEAVENLY ROAD
PROJ. ENG.:
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DATE:
SET:
FILE NUMBER:
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2017103-11
IN-DESIGN
2 FEB. 2017
O F
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
FFE = 608.21
SS
FFE = 608.10
COCO
C4
N
LEGEND
EXISTING FENCE
NEW FENCE
SCALE: 1" = 20'
0-10'-20' 20' 40' 60'
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
XXX
XXX
PROPOSED MINOR CONTOURXXX
EXISTING MAJOR CONTOURXXX
E R
O S
IO
N S
E D
IM
E N
T C
O N
T R
O L P
L A
N
SEDIMENT CONTROL UNTIL FINAL ACCEPTANCE OF THE PROJECT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING PROPER EROSION AND
GROWTH OF SEED.
ALL SEEDED AND STRAWED AREAS TO PREVENT EROSION AND TO HELP ENSURE THE
BE EQUAL TO MATCH EXISTING TURF CONDITIONS. CONTRACTOR SHALL CRIMP OR DISC
FERTILIZE AND MULCH ANY AREA DISTURBED DURING CONSTRUCTION. SEED MIX SHALL
KEEP ALL AREAS DISTURBED UNDER THIS REQUIREMENT TO A MINIMUM. SEED,
OCCURS AND AN ACCEPTABLE STAND OF GRASS CAN BE VERIFIED.
THREE (3) TIMES PER WEEK FOR THREE (3) WEEKS OR UNTIL NATURAL RAINFALL
CONTRACTOR SHALL BEGIN APPLYING FREQUENT, LIGHT WATERING TO SEEDED AREAS
DOES NOT OCCUR WITHIN FOUR (4) DAYS OF HYDROSEED APPLICATION THE
AND TO RE-APPLY ANY SEED/SOD AS NEEDED. IN THE EVENT THAT NATURAL RAINFALL
COMPLETION DATE IN ORDER TO VERIFY THE GROWTH AND DEVELOPMENT OF THE TURF
SITE VISIT BETWEEN SIX (6) MONTHS AND ONE (1) YEAR FROM THE CONSTRUCTION
ALL TURF APPLICATIONS FOR ONE (1) YEAR AND SHALL SCHEDULE AT LEAST ONE (1)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GROWTH AND DEVELOPMENT OF
SEED DISTURBED AREAS WITHIN TWO WEEKS OF DISTURBANCE.
FINE GRADE ALL DISTURBED AREAS, PLACE MINIMUM OF SIX (6) INCHES OF TOPSOIL, AND
AND SEED INTO GROUND AND HELP INSURE PROPER GERMINATION AND STABILIZATION.
WITH TRACK MACHINE RUNNING PERPENDICULAR TO THE SLOPE SO AS TO SET STRAW
MATCH EXISTING TURF. ALL STRAWED AREAS SHALL BE DISKED/CRIMPED OR WALKED IN
DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED WITH SEED MIXTURE TO
SPECIFICATION AND CONSISTENT WITH THE APPLICABLE GROWING SEASON. ALL OTHER
MIXTURE SHALL BE REPRESENTATIVE OF ALDOT'S RECOMMENDED SLOPE MIX
DURABILITY)) APPLY A SUITABLE STARTER FERTILIZER TO THE SEEDED AREA. SEED
(EXTENDED-TERM EROSION CONTROL BLANKET OR OPEN WEAVE TEXTILE (24 MONTH
COVER ALL SLOPES STEEPER THAN 3:1 AND DITCH INVERTS WITH A SEEDED STRAW MAT
SURROUNDING SOIL IS THOROUGHLY COMPACTED.
ENSURE THAT THE FENCE IS EMBEDDED A MINIMUM OF 4" INTO THE SOIL AND THE
AREAS. SILT FENCING SHALL BE INSTALLED WITH A TRENCHER OR BY SLICING TO
CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN
RUNOFF AND COMPLY WITH ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT
CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES (BMP) FOR STORMWATER
REDSTONE ARSENAL LANDFILL.
STUMPS, LOGS, BRUSH AND OTHER VEGETATIVE DEBRIS SHALL BE DISPOSED OF AT THE
(18") BELOW THE PROPOSED FINISHED SURFACE ELEVATION. GRUBBED OUT ROOTS,
ROOTS AND ROOTS OVER TWO INCHES (2") IN DIAMETER TO AT LEAST EIGHTEEN INCHES
STUMPS SHALL BE REMOVED ENTIRELY. CONTRACTOR SHALL GRUB OUT MATTED
GROWTH AND DEVELOPMENT FOR ONE YEAR.
SEED MIX SHALL MATCH EXISTING TURF CONDITIONS. CONTRACTOR SHALL GUARANTEE
7.
6.
5.
4.
3.
2.
1.
EROSION CONTROL NOTES
PS
MU MULCHING
PERMANENT SEEDING
ECB EROSION CONTROL BLANKET
PS
MU
PS
MU
PS
MU
PS
MU
ECB
TYPE "A" SILT FENCE
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
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2017103-11
IN-DESIGN
2 FEB. 2017
O F
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
1/8" SAW CUT
N.T.S.
F
O R S
L A
B
CONTROL JOINT DETAIL
6 x 6 x W4.0 x W4.0
SCALE = 3/4"= 1'-0"
SECTION @ EQUIPMENT PAD
VAPOR BARRIER
.006 POLYETHYLENE
COMPACTED GRAVEL
COMPACTED SUBGRADE
3500 PSI
6" CONCRETE SLAB
TYPICAL SIDEWALK SECTION
4" THICK CONCRETE SIDEWALK
COMPACTED SUBGRADE
6" MIN
A
A
X
X
X 6" MIN
A A
X
EARTH (TYP.)
UNDISTURBED
COMPACTED OR
54"20"30"24"24"12"27"21"27"38"16"
48"18"27"22"20"12"24"19"24"35"14"
41"16"24"18"16"11"21"16"21"29"12"
21"
MIN
18"
18"MIN 10" & SMALLER PIPE
24"MIN 12" & LARGER PIPE
D S
Q
C S
Q
1/16 BENDS1/8 BENDS1/4 BENDS PLUGSTEES
DCBABABABA
36"14"20"16"13"10"17"14"17"26"10"
29"12"16"13"10"8"13"12"13"22"8"
SIZE
10"12"10"8"6"10"9"10"16"6" B
B
TEES
PLAN
BENDS
PLAN
BENDS & TEES
SECTION X-X
PLUGS
PLAN & ELEVATION
THRUST BLOCKING DETAILS
NTS
4' COMPACTED BASE
SCALE: 1"=1'-0"
N.T.S.
METER VAULT OR EQUAL
OLDCASTLE N36 CONC.
LOCK NUT (2)
NO LEAD BALL VALVE
EXPANSION CONNECTION
NO LEAD BRASS
NO LEAD BALL VALVE
EXISTING GRADE
NO LEAD DUAL CHECK VALVE
(REQUIRED)
1" METER WITH ADAPTERS
A S
S E
TO BUILDINGTO STREET
LOCATOR TAPE
JOINTS OR COUPLINGS
CONNECTIONS & NO OTHER
P.E. WITH COMPRESSION END
90°
45°-
SADDLE TAP
N.T.S.
WITH ITRON 100 SERIES 900 MHz TRANSMITTER AND AMR SYSTEM.
READING WITH PORTABLE DATA ACQUISITION UNITS. REGISTERS SHALL BE COMPATIBLE
ALL REGISTERS SHALL PROVIDE FOR DIRECT READING AND ELECTRONIC "DRIVE-BY"
REGISTERS:
4 SEWER CLEANOUT
#4 CONT.
TYP. WATER METER CONNECTION DETAIL
N.T.S.
2"
6"
12"
MODIFIED PROCTOR
THE MAX. DRY DENSITY (ASTM-D-1557)
COMPACTED TO AT LEAST 95% OF
CRUSHED STONE SUBBASE TO BE
HEAVY DUTY ASPHALT
COMPLY WITH ALDOT STANDARD
BINDER & WEAR SURFACE TO
WITH ALDOT STANDARD
BASE COURSE TO COMPLY
C O
N S
T R
U C
T
IO
N D
E T
A
IL
S
WATER MAIN "90 TURN" DETAIL
45 CI. ELBOW
6" MAIN (PVC)
CONC. TRUST BLOCK
SCALE: 1"=1'-0"
45 CI. ELBOW
3'-0" PVC NIPPLE (6" DIA.)
CONC. TRUST BLOCK
6" MAIN (PVC)
VALVE BOX DETAIL
MARKED "WATER"
CAST IRON COVER
WATER
12"
GATE VALVE
METAL SHROUD (BASE)
SECTION (ADJUSTABLE)
SCREW OR SLIDE
CONCRETE PAD (3000 PSI)
(T Y
P
(TYP)
12"
PLAN
SCALE: 1"=1'-0"
SCALE: 1"=1'-0"
VALVE BOX SECTION
WATER MAIN "TIE-IN" DETAIL-1
CAST IRON MAIN
EXISTING 16"
TO FIRE HYDRANT
NEW 6" PVC MAIN
(SEE DETAIL)
VALVE BOX
MAIN
SLEEVE ON EXIST.
16" X 16" X 6" TAPPING
BLOCK
THRUST
SCALE: 1"=1'-0"
6" TAPPING VALVE
11 14
12"X12"X12" BLOCK
FIRE HYDRANT WITH
THRUST CONC. BLOCK
SCALE: 1"=1'-0"
15" X 15" X 6" CONCRETE BLOCKUNDISTURBED EARTH
6" PVC NIPPLE
JOINT
MECHNICAL
FIRE HYDRANT SHALL BE PAINTED IN ACCORDANCE WITH NFPA 2912)
THRUST BLOCKS WITH POLYETHYLENE OR ROOFING FELT.
FIRE HYDRANT BASE SHALL BE SEPARATED FROM CONCRETE1)
NOTE:
O R P
A V
E D A
R E
A
E D
G E O
F C
U R
B
NEAR AIRFIELD PAVEMENTS AND
WHEN FIRE HYDRANT IS LOCATED
DIMENSIONS Z SHALL BE 30" MAX.
48" MAX. WHEN LOCATED NEAR
ROADS.
FINISHED GRADE
M A
X
M
IN
7'-0" MAX.
TYPICAL FIRE HYDRANT SETTING
M
IN
IM
U M
" OUTLET2
" OUTLET2
CRUSHED ROCK.
7 CU.FT. OF
CRUSHED ROCK.
7 CU.FT. OF
O .D
NOT TO SCALE
TAMPED BACKFILL
#57 STONE
MIN 6" EACH SIDE
OVER-CUT PAVEMENT SURFACE
THICKNESS TO MATCH EXISTING
DENSE GRADED BASE
TO MATCH EXISTING
ASPHALT OR CONCRETE PAVEMENT
EXISTING PAVEMENT
MIN
6"
OUTSIDE PIPE DIA.
MIN
6"
MIN
6"
OUTSIDE PIPE DIA.
MIN
6"
O.D.
FOR SETTLEMENT
MOUND BACKFILL
TRAFFIC AREAS NON-TRAFFIC AREAS
TAMPED BACKFILL
#57 STONE
SAWCUT (TYP)
COMPLY WITH OSHA GUIDELINES
REQUIREMENTS FOR TRENCHING SHALL
NOTE: SIDE SLOPES AND
6" MIN
M
IN
C
O V
E R
M
IN
C
O V
E R
IF TRENCH IS IN STABLE SOIL
COMPACTED IN-SITU MATERIAL
SATURATED SOIL
IF TRENCH IS IN ROCK OR
4" MIN #57 STONE BEDDING
IF TRENCH IS IN STABLE SOIL
COMPACTED IN-SITU MATERIAL
SATURATED SOIL
IF TRENCH IS IN ROCK OR
4" MIN #57 STONE BEDDING
LARGER THAN 4" DIA.
PVC, HDPE, STEEL, OTHER FLEXIBLE PIPE
SEWER, WATER, NATURAL GAS
UNDERGROUND UTILITY PIPE BEDDING
(UTILITY SPECIFIC MARKING)
SURFACE
12" BELOW FINISHED
METALLIC LOCATOR TAPE (UTILITY SPECIFIC MARKING)
12" BELOW FINISHED SURFACE
METALLIC LOCATOR TAPE
REQUIREMENTS**
FOR INDIVIDUAL PROJECT
**DESIGNER: MODIFY SPECS
TAMPED EARTH BACKFILL
SLOPE
1: 10
S L
O P
E
SCALE: 1/4" = 1'-0"
ACCESSIBLE RAMP WITH FLARES
SLOPE
1: 10
SLOPE V
ARIE
S
SEALANT MTL.
FILL W/ JOINT
(2%) 1:50 MAX SLOPE IN ALL DIRECTIONS
5'X8' FLAT LANDING
BE PAINTED OSHA YELLOW (TYP.)
FACE AND TOP 6" OF TAPERED CURB TO
C6
C6
C6
C6
C6
1'-0"
C6
C6
C6C6C6
45 OR 60
4" X 4" WYE
FLOW
4" MAIN
V A
R
IE
S
(CAST IN PLACE)
CONCRETE COLLAR
1'-6" X 1'-6" X 6"
CLEANOUT
PLUG
GRADE
45 OR 60
4" BEND
C6
C6
C6
F
L A
T L
A N
D
IN
G S
ID
E W
A L
K W
ID
T
H M
A T
C H E
X
IS
T
IN
G
6'8'6'
S
ID
E W
A L
K
E X
IS
T
ID
E W
A L
K
E X
IS
T
Z
3'-0" MIN.
VARIES
CONCRETE COLLAR
M
18" MIN.
GAS
CHAMFER EDGE
TOP VIEW
SECTION
PAVING & SIDEWALK SURFACES
COLLAR TO BE FLUSH W/ALL
NOTE:
W/ MARKING "GAS"
YELLOW METAL COVER
COLLARS W/ EARTH
2" CHAMFER ON ALL
FINISH GRADE
(4000 PSI MIN.)
CONCRETE COLLAR
WARNING TAPE
IN COMPRESSED POSITION)
SERVICE BOX (INSTALL
GAS VALVE
TRACER WIRE, EXTEND TRACER
WIRE TO TOP OF VALVE BOX.
GAS SERVICE LINE
EXTENSION
VALVE STEM
DEBRIS CAPS
LOCKSET
VALVE KEY
VALVE KEY
INTEGRAL
TRACER WIRE, PROVIDE
36" MINIMUM SLACK
C6N.T.S.
GAS VALVE BOX DETAIL
C5
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
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A L
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B U
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2017103-11
IN-DESIGN
2 FEB. 2017
O F
T E
A
F O
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E A
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D E
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NU
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MT
RAPED
H
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ACI
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M A
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IS
W E'
L L
D E
F E
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S U P
P O
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D
EFEND
SUSTAI
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A R
M Y G
A R
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T O
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F P
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W
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C A
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A C
IL
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Y
REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
B L
D G
1234-2017103-1
DRAFTER
ENGINEER
ENGINEER
SPOT WELD
(TYP)
SPOT WELD
& CORNER ELL
BOTTOM HINGE
DOUBLE GATE DETAILS
FORK CATCH TO HOLD GATE OPEN
STOP
FOR PLUNGER BAR
CATCH
LOCK KEEPER
GUIDE
LOCK KEEPER
LATCH FORK
ELEVATION OF FENCE @ PIPE CROSSING
END AND GATE POST CONNECTIONS
LATCH FORK
UPPER HINGE
LOCK KEEPER GUIDE
BOTTOM HINGE
SINGLE GATE DETAILS
CORNER POST CONNECTORS
STRETCHER BAR BANDS
STRETCHER BARS AND
GROUNDING DETAILS
WHEREVER GATE OCCURS, EXCEPT WHERE OMISSION IS PERMITTED
WIRE TO SIMILAR INSALLATION ON OTHER SIDE OF GATE
#2 - 7 STRAND CU. GND. CONDUCTOR
SPACING W/ # 4 CU. STEEL CONNECTORS
GROUND FENCE WITH SINGLE STRAND ON 24"
3/4" DIA. X 10'-0" GND.ROD
TYPE B
ELEVATION OF CLOSURE UNDER FENCE
X X
X X X X X X X X X X X
X X
X
X
XXXXXXXXX
X
X
X X
X
X
X
X X X X X X X X X
X
X X
X
X
XXXXXXXX
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
º 4
º
OVERHANG
FE - 7 BARBED WIRE POST, BRACE, & GATE FRAME
TOP AND BRACE RAIL (TYP)
METHOD OF TYING FABRIC TO
24" O.G.
WIRE TIE
TYPE A
ELEVATION CLOSURE UNDER FENCE
0.144 ALUM. WIRE AS SPECIFIED
# 6 GA. STEEL WIRE OR
FABRIC BAND 14" O.C.
TO LINE POST (TYP)
METHOD OF TYING FABRIC
ROUND OR "H" COIL
º
OVERHANG
FE - 6 BARBED WIRE
WIRE OVERHANG)
FE - 5 ( NO BARBED
TOP FINISH OF FENCE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
SINGLE EXTENSION ARMDOUBLE EXPANSION ARM
FENCE AND WALK GATE
SINGLE GATE
W
IR
E M
E S
H H
E
IG
H T
BARBED WIRE 4 PT. - 4" O.C.
6 STRANDS - FE7
3 STRANDS - FE 6
ANGLE
1 1/2" X 1 1/2"
GROUNDING NOTES:
GENERAL NOTES:
5'
M A
X
IM
U M
M
IN
5' MAXIMUM (TYP.)
1'-0"1'-0"
.2
1.95" 1'-0"
PIPE
BARBED WIRE @ 16" O.C.
TRUSS BAND
BAND
STRECTHER BAR
1/4" X 3/4" FL. STRECTHER BAR
END CLAMP
5 X 1.31 SECTION
TOP BRACE RAIL 1.625" DIA. OR
BRACE RAIL
OR DOUBLE #9 WIRE
3/8" DIA. TRUSS ROD
POST
STEEL FENCE
BARBED WIRE @ 4" SPACING
FROM FIRM GROUND
2" MAXIMUM CLEARANCE
FENCE POST @ 10'-0" O.C.
WIRE OVERHANG
DOUBLE BARBED
2-3/8" O.D. LINE POST 3.65 LBS PER FOOT
2" O.D. GATE FRAME 2.72 LBS. PER FOOT
1-5/8" O.D. TOP BRACE RAIL 2.27 LBS PER FOOT
3' O.D. POST 5.79 LBS PER FOOT - GATE & CORNER
4' O.D. POST 9.1 LBS PER FOOT - GATE
4.1 LBS. PER FOOT
H - COLUMN LINE POST
6" O.C.
.5" IRON BARS UNDERGROUND
ALL BARS 2'-0"
FENCE POST
FROM AREA PROTECTED
WITH ARMPOINTING AWAY
BARBED WIRE OVERHANG
FROM FENCE
ABOVE FABRIC & 12" + - IN & OUT
ARMS TOP 12 GA. BARBED WIRE 12" + -
AEMS PRESSED STEEL EXTENSION
FOR SINGLE AND DOUBLE EXTENSION12 GA. PRESSED STEEL
FOR END AND CORNER POST
TO BE PROTECTED
AWAY FROM AREA
ARM TO BE POINYED
METHOD OF POST SETTING
ALTERNATE DRIVE ANCHOR
4" O.D. POSTS FOR 8'-0" & 10'-0" GATE
3" O.D. POST FOR 4'-0" & 6'-0" GATE
FRAME 2" O.D. (2.72 LBS. PER FOOT)
3/8" DIA. MIN.
TRUSS ROD
3. FE 7 FENCE HAS A DOUBLE BARBED WIRE OVERHANG.
WITH ARM POINTED AWAY FROM ENCLOSED AREA
2. FE 6 FENCE HAS A SINGLE BARBED WIRE OVERHANG
1. FE 5 FENCE HAS NO BARBED WIRE OVERHANG
NOTE:
TRUSS RODS
COUPLING @ 21'-0" MAX.
TOP RAIL EXPANSION
OMIT TOP RAIL WHERE SPECIFIED
FINISH TOP & BOTTOM
TWISTED AND BARBED
STEEL WIRE, 2" MESH
OR ALUMINUM COATED
NO. 9 GALVANIZED
WITH CLIPS @ 24" O.C.
REINFORCING WIRE ATTACHED
NO. 7 GA. COILED SPRING
GATE POST
1'-0' DIA. CONC. FOR LINE POST
2'-0" DIA. CONC. FOR POSTS OVER 4" DIA.
1'-4" DIA. CONC. FOR 4' BRACE POST
STRETCHER BAR
B BRACE
@ 14" O.C.
WIRE TIES
WIRE WHEN TOP RAIL OMITTED
NO.7 COILED SPRING REINFORCING
2" MAX. FROM FIRM GROUND
F O
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6" MIN.
F O
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FIRM GROUND
2" MAX. FROM
1. EACH FENCE SHALL HAVE AT LEAST ONE GROUND.
2. ALL FENCE SHALL BE GROUNDED AT LEAST EVERY 1,000 FEET.
3. A GROUND SHALL BE INSTALLED AT EVERY POINT, WHERE POWER
LINES OF 2,300 VOLTS OR MORE CROSS FENCE AND AN
ADDITIONAL GROUND 150 FT. EACH SIDE OF POWER LINES.
4. BONDING WIRE BETWEEN GATE POSTS NEED NOT BE INSTALLED
WHERE EXISTING ROAD PAVING OR RAILROAD TRACKS WOULD
MAKE INSTALLATION IMPRACTICAL.
5. GROUND SHALL BE INSTALLED BOTH SIDES OF ANY BREAK IN
THE FENCE (GATES, REMOVABLE SECTIONS ETC.)
2. ALL GATE HINGE PINS AND CLAMP BOLTS SHALL BE SECURELY
1. ALL FENCE FABRIC SHALL BE TIED SECURELY TO TOP RAIL, BRACE
COMPLETE TWISTS OF WIRE AS SHOWN.
RAIL & POSTS ON INSIDE OF SECURED AREA WITH 2 OR MORE
SPOT WELDED.
3. FABRIC SHALL BE HELD TAUT AGAINST POSTS, RAILS, BRACES,
ETC. BY TIES.
5' 10'
3'-3"
10'-0" O.C. MAX.
/3
F E
M
IN
IM
U M
M
IN
IM
U M
STRANDS BARBEDWIRE
OFFSET FOR 3
2'' O.D. PIPE
ROLLER
ASSEMBLY
WELD
4'' O.D. POST
GATE OPERATOR
2- •'' O.D. RAIL
2'' O.D. UPRIGHT MEMBER
SLIDE GATE WITH OPERATOR TYPICAL
NOT TO SCALE
NOT TO SCALE
GATE OPERATOR LOCKING DEVICE
GATE SECTION
GATE OPERATOR
P E
R
IM
E T
E R F
E N
C E D
E T
A
IL
S
NOT TO SCALE
3 1/2" THICK CONCRETE
TYPICAL FENCE SECTION
AND COCNRETE
BOTTOM OF FENCE
1" MAX BETWEEN
15"15"
AND IS TO BE BLACK VINYL COATED
FE-6 CHAIN LINK FENCE, SINGLE ARM, 6' FABRIC
FENCE IS INSTALLED ON ASPHALT.
NOTE: 30" X 31/2" CONCRETE NOT REQUIRED WHERE
C6
PROJ. ENG.:
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PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
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IN-DESIGN
2 FEB. 2018
O F
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
1234-2017103-1
C A
P F
A C
IL
IT
Y
2017103-1
B L
D G
DRAFTER
ENGINEER
ENGINEER
CC C C
D
B
BB
A A A A
C
A
C
A
176'-0 1/16 "
1'-6" 25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"23'-0 1/16 "
1'-6"
ELEV. 100.00
ELEV. 98.50
B
B
B
D
D
B
S2S1
A
S2S1
B
S2S1
C
S2S1
D
S2S1
F
S2S1
E
S2S1
E
S2S1
F
S2S1
G
S2S1
G
TYPICAL AT DOOR OPENINGS
WHERE FLOOR IS NOT RECESSED
S2S1
J
TYP. HAIRPIN
S2S1
K
TYP.
4" PIPE FOR TEMPORARY DRAIN OF DEPRESSED SLAB AREA,
SLOPE TO AQUIRE POSITIVE DRAINAGE FROM BUILDING TYP.
CONTRACTOR TO FILL AND SEAL OPENING ONCE METAL BUILDING
IS ERECTED.
DS DS DS DS DS DS DS
DSDSDSDSDSDSDS
5'-11 3/4 "
71'-0 1/4 "3 /8
/2
S2S1
H
S2S1
I
TYP.
8" 11'-10"11'-10"
8"
25'-0"
EE E
E
E
E
E
E
E
E
P/S
P/S P/S P/S
P/S
P/S
P/S
P/S
P/S
PP2-58
PP2-7,9,11 PP2-15,17,19
PP2-29,31,33
PP2-23,25,27
PP2-54
LP2-2,4,6
LP2-8
PP2-56
PP1-80
MP1-7,9,11
PP1-78
LP1-2,4,6
PP1-82
S1
A
B
C
ALL GRADE BEAMS TO BE: 2'-0"W X 2'-0" D
D
3'-0" X 3'-0" X 2'-0" DEPTH
4'-0" X 4'-0" X 2'-0" DEPTH
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
CONCRETE AND FOUNDATION NOTES:
STRUCTURAL STEEL NOTES:
RE-ISSUED BEFORE START OF CONSTRUCTION.
DIFFER FROM PROVIDED DRAWINGS. FOUNDATION DRAWINGS WILL BE REVISED, IF NECESSARY, AND
CONTRACTOR SHALL CONTACT DESIGN ENGINEER LISTED ON DRAWINGS IF CONDITIONS IN THE FIELD
FOUNDATION STRUCTURAL DRAWINGS AND NOTES ARE FOR INITIAL MATERIAL ESTIMATING.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
AND SLAB RELATED MATERIAL.
TOPSOIL SHALL BE REMOVED AND SURFACE PROOF ROLLED BEFORE PLACING ANY FOUNDATION
OFFICER.
ANY VARIATIONS FROM DIMENSIONS SHOWN MUST BE APPROVED BY THE CONTRACTING
SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR FLOOR PENETRATIONS.
ARCHITECTURAL,MECHANICAL, ELECTRICAL, AND BUILDING MANUFACTURER DRAWINGS.
CONTRACTOR SHALL COORDINATE AND VERIFY ALL INFORMATION AND DIMENSIONS WITH
FIRST 4 FEET FROM BUILDING.
THE BUILDING AND SHALL SLOPE AWAY FROM BUILDING AT 1/8 INCH PER 12 INCHES FOR
CONCRETE STOOPS/SIDEWALKS SHALL BE LEVEL WITH THE INTERIOR FLOOR ELEVATION AT
UNLESS NOTED ON DRAWINGS.
CONTRACTOR SHALL PROVIDE CONTROL JOINTS IN SLABS AND DETERMINE THEIR LOCATION,
MAY BE ROUNDED WITH A BULL NOSE TOOL.
UNLESS NOTED OTHERWISE. TOP CORNERS OF SLABS AND EQUIPMENT FOUNDATIONS
EXPOSED CORNERS OF BEAMS, SLABS, WALLS AND COLUMNS SHALL BE CHAMFERED 3/4"
END OF ANCHOR BOLT SHALL HAVE AN "L" BEND,
IF FOOTING DEPTH WILL NOT ALLOW A STRAIGHT ANCHOR BOLT, THE EMBEDDED
THE EMBEDDED END OF STRAIGHT ANCHOR BOLTS SHALL HAVE A BOLT HEAD.
SEE DRAWING OR CONTACT ENGINEER FOR ANCHOR BOLTS LARGER THAN 3/4" DIA.
22" FOR 3/4" DIAMETER
19" FOR 5/8" DIAMETER
16" FOR 1/2" DIAMETER AND SMALLER
THE MINIMUM ANCHOR BOLT LENGTH SHALL BE:
BY CONTRACTOR. ANCHOR BOLTS SHALL BE SET BY TEMPLATE.
ANCHOR BOLTS FOR ALL COLUMNS AND EQUIPMENT SHALL BE SUPPLIED
PROVIDE TROWEL FINISH FOR INTERIOR SLABS AND BROOM FINISH FOR EXTERIOR SLABS.
2 INCHES FOR WELDED WIRE FABRIC
1.5 INCHES FOR BARS AT OTHER LOCATIONS
3 INCHES FOR BARS WHERE CONCRETE IS PLACED AGAINST EARTH
THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE:
SHALL BE REINFORCED WITH 6x6-W4xW4 (6x6-8x8) WWF (SHEETS) UNLESS NOTED.
PLACED TO MAINTAIN A POSITION IN THE CENTER OF THE SLAB THROUGHOUT. ALL SLABS
WELDED WIRE FABRIC SHALL MEET ASTM A185 OR ASTM A497 AND SHALL BE
(UNLESS NOTED OTHERWISE)
REINFORCING BARS SHALL BE LAPPED 44 BAR DIAMETERS WHERE BARS ARE SPLICED.
REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.
DAYS.
ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI IN 28
TO 98% STANDARD PROCTOR DENSITY.
SOIL/GRAVEL. FILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED
FOOTINGS AND SLABS SHALL BE PLACED AGAINST UNDISTURBED OR COMPACTED
FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.
19.
18.
17.
18.
19.
20.
SUBMITTED TO THE GOVERNMENT COR ON CD-R. THE DRAWINGS SHALL CONTAIN ALL ELEMENTS IN THE ACTIVE DESIGN FILE.
DETAIL OF ALL WORK, INCLUDING UTILITY INSTALLATION TO REFLECT AS-BUILT CONDITIONS. THESE DRAWINGS SHALL BE
AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL FURNISH DRAWINGS THAT PROVIDE COMPLETE AND ACCURATE
BUILDING COMPANY.
STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF ALABAMA AND EMPLOYED BY THE METAL
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR GOVERNMENT APPROVAL. SUBMITTED SHOP DRAWINGS SHALL BE
LOAD/WIND LOAD DEFLECTION OF L/240 OR PER BUILDING CODE, WHICHEVER IS MORE STRINGENT.
ALL MAIN FRAME STRUCTURAL ROOF MEMBERS IN THE HIGH BAY SECTION SHALL BE DESIGNED FOR A MAXIMUM VERTICAL LIVE
STRAIGHT COLUMNS SHALL BE USED IN LIEU OF TAPERED COLUMNS AND WIND BENTS FOR LATERAL LOADING.
CONSIDERED FOR EACH UNIT. SEE SHEET S3 FOR HANGING DETAILS.
CONTRACTOR FOR LOCATIONS AND SPECIFIC DETAILS FOR THE UNITS. A MINIMUM ASSUMED WEIGHT OF 2,000 LBS SHALL BE
IN THE HIGH-BAY SECTION OF THE BUILDING. REFER TO MECHANICAL DRAWINGS AND COORDINATE WITH THE MECHANICAL
THE DESIGN FOR THE PRE-ENGINEERED METAL BUILDING STRUCTURE SHALL ACCOUNT FOR TWO (2) SUSPENDED HVAC UNITS
ANY VARIATIONS FROM DIMENSIONS SHOWN MUST BE APPROVED BY THE CONTRACTING OFFICER.
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND BUILDING MANUFACTURER DRAWINGS .
CONTRACTOR SHALL COORDINATE AND VERIFY ALL INFORMATION AND DIMENSIONS WITH
F. ROOF LIVE LOAD: 20 PSF (IBC, 2009)
E. FROST PENETRATION: 9 IN (UFC 3-301-01)
D. GROUND SNOW LOAD: 10 PSF (IBC, 2009)
C. MAXIMUM RAINFALL: 7.5 IN/HR (NSPC, 2009)
B. BASIC WIND SPEED: 90 MPH (IBC, 2009)
A. SEISMIC ZONE: 1 (IBC, 2009)
GENERAL INSTALLATION DESIGN REQUIREMENTS
SECTION MODULUS-----------------0.186 IN(3)/FT.
MOMENT OF INERTIA----------------0.167 IN(4)/FT.
METAL THICKNESS-----------------22 GAUGE (0.0295 IN.)
MINIMUM PROPERTIES:
METAL DECK FOR ROOF SHALL BE TYPE "B" STEEL ROOF DECK, 1-1/2" DEEP (GALVANIZED) UNLESS NOTED ON DRAWINGS.
EQUAL.
EXPANSION ANCHORS INSTALLED IN CONCRETE SHALL BE "RED HEAD" WEDGE ANCHORS OR "TRUBOLT" WEDGE ANCHORS OR
INTERNATIONAL BUILDING CODE.
ROOF TRUSSES SHALL BE DESIGNED TO RESIST WIND UPLIFT LOADS PER THE LATEST
ALL STEEL FRAMING UNTIL REQUIRED CONNECTIONS AND/OR ELEMENTS ARE IN PLACE.
TEMPORARY BRACING AND SUPPORTS MUST BE PROVIDED BY THE CONTRACTOR ON
THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED IN ALIGNMENT WITH COLUMN WEB OR FLANGES.
WHERE STEEL BEAMS ARE CONTINUOUS OVER SUPPORTS, PROVIDE WEB STIFFENER PLATES EACH SIDE OF BEAM WEB, OF
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. "SPECIFICATION
MINIMUM CONNECTION ANGLES AND PLATES TO BE 3/8" THICK.
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". BOLTS SHALL BE 3/4" DIAMETER UNLESS NOTED.
BOLTED CONNECTIONS: BEARING TYPE A325-N, WITH THREADS IN THE SHEAR PLANE IN ACCORDANCE WITH A.I.S.C.
SOCIETY.
ALL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF D1.1, STRUCTURAL WELDING CODE BYAMERICAN WELDED
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELD 3/16".
STEEL CONNECTIONS TO BE WELDED, FIELD CONNECTIONS TO BE BOLTED, UNLESS SHOWN OTHERWISE.
STEEL PIPE - ASTM A53, TYPE E OR S, GRADE B.
STEEL TUBING - ASTM A500, GRADE B.
ASTM A36 OTHER SHAPES.
STRUCTURAL STEEL - ASTM A992, GRADE 50, FOR W SHAPES;
FOOTING SCHEDULE
4'-0" X 4'-0" X 2'-0" DEPTH, SPECIAL SEE DETAIL
3'-0" X 3'-0" X 2'-0" DEPTH, SPECIAL SEE DETAIL
S T
R U
C T F
O U
N D
A T
IO
N P
L A
N
E 1'-6" X 1'-6" X 1'-6" DEPTH
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
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A L
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B U
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IN
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IN-DESIGN
2 FEB. 2018
O F
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D E
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NU
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RAPED
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SUSTAI
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F P
U B
L
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W
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REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
1234-2017103-1
C A
P F
A C
IL
IT
Y
2017103-1
B L
D G
DRAFTER
ENGINEER
ENGINEER
'-0
45°
45°
COLUMN
NOT TO SCALE
SLAB EGDE
10'-0" +/-
(1" FOR 4" SLABS)
(1 1/2" FOR 6" SLABS)
20'-0" LONG #4 HAIRPIN
HAIRPIN BAR DETAIL
T /4
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" COMPACTED GRAVEL
COMPACTED FILL AND/OR SUBGRADE
.006" POLYETHYLENE
VAPOR BARRIER
ANCHORS, DIA. PER METAL BLDG. MAN. SPEC
4- #4 TOP AND BOTTOM
EACH DIRECTION
#4 VERT. TIES 1'-0" O.C.
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" COMPACTED GRAVEL
.006" POLYETHYLENE
VAPOR BARRIER
COMPACTED FILL AND/OR SUBGRADE#4 CONT. EQ. SPACED
#4 HAIRPIN BAR (SEE DETAIL"E")
GRADE BEAM REINFORCEMENT
CONT. THRU COL. FOOTING
GRADE BEAM
SIDEWALK ELEVATION
SLOPED 1/8:12
GB
B
4" 3500 P.S.I. CONC. SLAB
BRICK LEDGE
MB COLUMN TYP.
FINISHED GRADE ELEV.
SLOPED AWAY FROM BUILDING
COLUMN SECTION
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
2'-0"
(SEE PLAN FOR SLAB THICKNESS)
7"
'-6
"2 '-0
3'-0"6"
2'-0"
1/8"
4" COMPACTED GRAVEL
4" COMPACTED GRAVEL
4" PVC WATER STOP
1'-0"
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" COMPACTED GRAVEL
COMPACTED FILL AND/OR SUBGRADE
ANCHORS, DIA. PER METAL BLDG. MAN. SPEC
4- #4 TOP AND BOTTOM
EACH DIRECTION
#4 VERT. TIES 1'-0" O.C.
#4 HAIRPIN BAR (SEE DETAIL"E")
GRADE BEAM REINFORCEMENT
CONT. THRU COL. FOOTING
GRADE BEAM
SLOPED 1/8:12
GB
BRICK LEDGE
MB COLUMN TYP.
FINISHED GRADE ELEV.
SLOPED AWAY FROM BUILDING
COLUMN SECTION
SCALE: 3/4"=1'-0"
7"
'-6
"2 '-0
2'-0"6"
2'-0"
TYPICAL PERIMETER GRADE BEAM SECTION
1 1/2"
#4 TIES 8" O.C.
2 LAYERS, #5 REBAR
8" O.C. BOTH DIRECTIONS
PVC WATER STOP
CONTINUOUS TYP.
METAL BLDG. ANCHORS
PER METAL BUILDING
MANUFACTURE, SEE
STRUCTURAL NOTES FOR
EMBED
#4 HAIRPIN BAR (SEE DETAIL"E")
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" 3500 P.S.I. CONC. SLAB
1/2" EXPANSION JOINT MATERIAL
VERSA-FLEX SEALER TYP.
VERSA-FLEX SEALER TYP.
.006" POLYETHYLENE
VAPOR BARRIER
STORM DRAIN PIPE
(SEE CIVIL PLANS)
CORRUGATED DRAIN PIPE
(SEE CIVIL PLANS)
SIDEWALK (SEE CIVIL PLANS)
MB DOWNSPOUT
DOWNSPOUT ADAPTER
4" COMPACTED GRAVEL
COMPACTED FILL AND/OR SUBGRADE
GRAVEL
.006" POLYETHYLENE
VAPOR BARRIER
3 LAYERS #5 REBAR
8" O.C. BOTH DIRECTIONS
4'-0"
3'-0"
COLUMN SECTION
SCALE: 3/4"=1'-0"
#4 TIES 8" O.C.
2 LAYERS, #5 REBAR
8" O.C. BOTH DIRECTIONS
PVC WATER STOP
CONTINUOUS TYP.
METAL BLDG. ANCHORS
PER METAL BUILDING
MANUFACTURE, SEE
STRUCTURAL NOTES FOR
EMBED
#4 HAIRPIN BAR (SEE DETAIL"E")
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" 3500 P.S.I. CONC. SLAB
1/2" EXPANSION JOINT MATERIAL
VERSA-FLEX SEALER TYP.
VERSA-FLEX SEALER TYP.
.006" POLYETHYLENE
VAPOR BARRIER
CORRUGATED DRAIN PIPE
(SEE CIVIL PLANS)
4" COMPACTED GRAVEL
COMPACTED FILL AND/OR SUBGRADE
GRAVEL
.006" POLYETHYLENE
VAPOR BARRIER
3 LAYERS #5 REBAR
8" O.C. BOTH DIRECTIONS
COLUMN SECTION
SCALE: 3/4"=1'-0"
A
S1 S2
B
S1 S2
C
S1 S2
D
S1 S2
PERIMETER GRADE BEAM SECTION E
S1 S2
4" COMPACTED GRAVEL
COMPACTED FILL AND/OR SUBGRADE
.006" POLYETHYLENE
VAPOR BARRIER
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" 3500 P.S.I. CONC. SLAB
2 - #4 REBAR CONT.
3 - #4 REBAR CONT.
#4 TIES 2'-0" O.C.
2'-0"
/1
PERIMETER GRADE BEAM SECTION F
S1 S2
G
S1 S2
I
S1 S2
J
S1 S2
INTERIOR SLAB
CONTROL JOINT DETAIL
NOT TO SCALE
#5 REBAR CONT.
4" 3500 P.S.I. CONC. SLAB
PVC WATER STOP
CONTINUOUS TYP.
1/2" EXPANSION JOINT MATERIAL
VERSA-FLEX SEALER TYP.
VERSA-FLEX SEALER TYP.
.006" POLYETHYLENE
VAPOR BARRIER
CORRUGATED DRAIN PIPE
(SEE CIVIL PLANS)
GRAVEL
4" 3500 P.S.I. CONC. SLAB
#4 TIES 8" O.C.
2 LAYERS, #5 REBAR
8" O.C. BOTH DIRECTIONS
PVC WATER STOP
CONTINUOUS TYP.
METAL BLDG. ANCHORS
PER METAL BUILDING
MANUFACTURE, SEE
STRUCTURAL NOTES FOR
EMBED
#4 HAIRPIN BAR (SEE DETAIL"E")
6 x 6 X W4.0 X W4.0
WELDED WIRE FABRIC
4" 3500 P.S.I. CONC. SLAB
1/2" EXPANSION JOINT MATERIAL
VERSA-FLEX SEALER TYP.
VERSA-FLEX SEALER TYP.
.006" POLYETHYLENE
VAPOR BARRIER
CORRUGATED DRAIN PIPE
(SEE CIVIL PLANS)
4" COMPACTED GRAVEL
COMPACTED FILL AND/OR SUBGRADE
GRAVEL
.006" POLYETHYLENE
VAPOR BARRIER
3 LAYERS #5 REBAR
8" O.C. BOTH DIRECTIONS
COLUMN SECTION
SCALE: 3/4"=1'-0"
H
S1 S2
4" 3500 P.S.I. CONC. SLAB
CANOPY COL. BY OTHERS
1'-6"
COMPACTED FILL
AND/OR SUBGRADE
4" 3500 P.S.I. CONC. SLAB
CANOPY COL. BY OTHERS
SCALE: 3/4"=1'-0"
I
S1 S2
CANOPY COLUMN SECTION
1'-0"
1'-6"
GRADE
BEAM
SLOPE
(SEE CIVIL PLANS)
S2
S T
R U
C T S
E C
T
IO
N S A
N D D
E T
A
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PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
R E
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A L
A L
A B
A M
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B U
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IN
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IN-DESIGN
2 FEB. 2018
O F
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A
F O
S T
E A
T S
D E
T
NU
I
T N
E
MT
RAPED
H
RM
Y
ACI
RE
M A
T H
IS
W E'
L L
D E
F E
N D
S U P
P O
R T
D
EFEND
SUSTAI
N
U .S
A R
M Y G
A R
R
IS
O N R
E D
S T
O N
E
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
1234-2017103-1
C A
P F
A C
IL
IT
Y
2017103-1
B L
D G
DRAFTER
ENGINEER
ENGINEER
15'-0"
/8
18'-0 5/8 "
/8
/8
/4
16'-0"16'-0"
89'-0"
24'-1"27'-11 7/8 "14'-7 1/8 "
14'-7 1/8 "
29'-11 9/16 "
/1
14'-7 1/8 "
/1
/1
B
E
C
A
11 1
C
B /1
1 1 1
7 7
7 7
11 11
A
D
A1 A3 A1 A3 A1 A3
A1 A3
A1 A3
A1 A3
A1 A3
CUBICLES NOT
IN CONTRACT (TYP.)
CUBICLES (NIC) CUBICLES (NIC)
4 5TYP. AT COLUMNS TYP. AT WIND BENTS
175'-0"
7'-11"65'-5"101'-8 1/8 "
9'-7 1/4 "12'-0 7/8 "57'-6 1/2 "75'-7 5/8 "20'-1 7/8 "
/4
CONCRETE SIDEWALK TYP.
(SEE CIVIL PLANS FOR DETAILS)
DS DS DS DS DS DS DS
DSDSDSDSDSDSDS
DS DS DS DS DS DS DS
DSDSDSDSDSDSDS
A1
FLOOR PLAN
SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEGEND
DOOR NUMBER DESIGNATOR
WINDOW DESIGNATOR
SECTION MARKER
X
D
A1 A3
INSULATED INTERIOR WALL
INSULATED EXTERIOR WALL WITH BRICK WAINSCOAT
NON-INSULATED INTERIOR WALL
OPEN OFFICE AREA
STORAGE
SAP AREA CONF. RM
INTERCEPTOR RM.
OPERATOR RM. SERVER RM.
ELECT. RMOFFICEOFFICEBREAK RM.
CORRIDOR
1 HOUR FIRE RATED WALL
DATA ANALYSIS RM.
JAN
CORR.
VESTIBULE
123122121120
REST.
REST.
REST.
ENTRY
101A
101B
103B
103A104C
104A
104B
105A105B
111110
113A
113B
122121120
MAIN TELECOMM.
SEE ENLARGED PLAN SHEET A2
COMPUTER FLOOR KEY PLAN
SCALE: 1/16" = 1'-0"
A R
C H F
L O
O R P
L A
N
N
N
XX
X
ELECT.
MECH.
FRAMED OUT IN MECH./ELECT. ROOMS
COLUMN DOES NOT NEED TO BE
WALL TYPE DESIGNATOR (SEE A3 AND A4)
SCALE: 1/16" = 1'-0" N
SECURE AREA KEY PLAN
(SEE STRUCTURAL DRAWINGS)
CANOPY CONCRETE SLAB
MECH.
DATA ANALYSIS RM.
SAP AREA
CONF. RM
OPERATOR RM.
INTERCEPTOR RM.
ELECT.
ENTRY
STORAGE
MAIN TELECOMM.
SERVER RM.
MECH.
ELECT.
ENTRY
STORAGE
DATA ANALYSIS RM.
SAP AREA
CONF. RM
INTERCEPTOR RM.
MAIN TELECOMM.
SERVER RM.
OPERATOR RM.
OPEN OFFICE AREA
REST.
CORR.
115JAN
REST.
REST.
BREAK RM.
OFFICE
OFFICE
ELECT. RM
VESTIBULE
CORRIDOR
OPEN OFFICE AREA
REST.
CORR.
115JAN
REST.
REST.
BREAK RM.
OFFICE
OFFICE
ELECT. RM
VESTIBULE
CORRIDOR
FRAMED OUT IN MECH./ELECT. ROOMS
COLUMN DOES NOT NEED TO BE
COMPUTER FLOOR (SEE FINISH SCHEDULE FOR SPECS.)
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
R E
D S
T O
N E A
R S
E N
A L
A L
A B
A M
A
T Y
P E
R E
V
IS
IO
N
S D
A T
E B
Y
B U
IL
D
IN
G
M
A R
T
IN
R
O A
D
IN-DESIGN
2 FEB. 2018
O F
T E
A
F O
S T
E A
T S
D E
T
NU
I
T N
E
MT
RAPED
H
RM
Y
ACI
RE
M A
T H
IS
W E'
L L
D E
F E
N D
S U P
P O
R T
D
EFEND
SUSTAI
N
U .S
A R
M Y G
A R
R
IS
O N R
E D
S T
O N
E
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
1234-2017103-1
C A
P F
A C
IL
IT
Y
2017103-1
B L
D G
DRAFTER
ENGINEER
ENGINEER
A A
A
B
C
T-2
T-11
T-1
T-3
T-4
T-2
T-11
T-6
T-1 T-7
T-3
T-4
T-7
T-3
T-4
T-1
T-6
T-11
T-2
9'-7"
/4
/8
6'-10"
/8
12'-3 11/16 "
/8
4'-0"
A2 A2 A2 A2
A2 A2
A2A2
A2A2
T-9
T-12
P-3
P-1A
P-6
P-7
P-1A
P-3
P-1A
P-3
P-5
P-9
LP2-2,4,6
LP2-8
3'-0"
T-6
T-1
REF. (N.I.C.)
P-5
P-9
ICE MAKER
WATER
SUPPLY (TYP.)
GFCI GFCI
GFCI
BREAK ROOM (TYP.)
CFGI
SCALE: 1/2"=1'-0"
" 6
MICROWAVE
OPENING
(TYP)
11'-5"
3'-0"
SCALE: 1/2"=1'-0"
RESTROOM (TYP.)
SCALE: 1/2"=1'-0"
WATER FOUNTAIN (TYP.)
T-3
T-4
TOWEL
TRASH
T-3
FRONT SIDE
" 4
SCALE: 1/2"=1'-0"
WASTE RECEPTACLE
T-2
SOAP
T-11
MIRROR
CL
M
IN
6" 3'-0"
5'-0" MIN.
PARTITION OR WALL
WITH 9" TOE CLEARANCE
INSTALL FLUSH VALVE
HANDLE POINTING AWAY
FROM WALL. MAX 36" A.F.F.
2" 2"
SCALE: 1/2" = 1'-0"
M A
X
HANDICAPPED TOILET DETAILS
GRAB BAR, T-7
GRAB BAR, T-6
1'-6"
GRAB BAR DETAIL
P7
P7
SCALE: 1/2"=1'-0"
/2
SINK SIDE VIEW
3'-6" 1'-0"
T-1
T-7
SCALE: 1/2"=1'-0"
TOILET SIDE VIEW
NOTE: CABINETS ARE CONCEPTUAL
(SUBMIT DRAWINGS FOR APPROVAL)
T-11
MIRROR
D E
A
B
C
E
D
A2 A2
A2 A2 A2 A2
A2 A2
A2 A2
A2 A2
A2 A2
2'-6"3'-3"2'-10"2'-10"
VINYL BASE
(SEE FINISH SCHEDULE)
PAINT
PAINT
(SEE FINISH SCHEDULE)
PAINT
(SEE FINISH SCHEDULE)
PAINT
THE STRUCTURAL STRENGTH OF GRAB BARS,
FASTENERS, AND MOUNTING
DEVICES SHALL BE IN ACCORDANCE WITH
ADA ACCESSIBILITY GUIDELINES FOR
BUILDINGS AND FACILITIES, PARAGRAPH 4.26.3
PAINT
(SEE FINISH SCHEDULE)
A T N
O N -H
A N
D
IC
A P
L
C A
T
IO
N S
2'-0"
JANITOR MOP SINK
STERN WILLIAMS MTB-2424
JANITOR ACCESSORIES
UTILITY SHELF T-9
F
A2 A2
CABINET PULL
VINYL BASE
CABINET PULL
SINK CABINET SECTION
/1
3/4 " 1'-0"
1'-9"
2'-0"
V A
R
IE
S T
O C
E
IL
IN
G
SCALE: 3/4" = 1'-0"
ADJUSTABLE
SHELVES,
SEE ELEVATION
PLASTIC LAMINATE
PL-1 ON ALL EXPOSED
SURFACES U.N.O.
WHITE MELAMINE
INTERIOR
TYPICAL CABINET SECTION
CABINET PULL
PLASTIC LAMINATE ALL
EXPOSED SURFACES,
CABINET: PL-1, COUNTERTOP
& BACK SPLASH: PL-2
BACK SPLASH PL-2
F
A2 A2
A2
SCALE: 1/2"=1'-0"
ENLARGED PLAN
PLUMBING LEGEND
HOT WATER SUPPLY
COLD WATER SUPPLY
SANITARY VENT
SANITARY SEWER
SANITARY VENT THRU ROOFVTR
WATER HEATERWH
FLOOR DRAINFD
CLEAN OUT, IN WALLCO W
CLEAN OUT, IN FLOORCO F
WALL HYDRANTP11
ICE MACHINEP10
REFRIGERATOR CONNECTIONP9
SHOWER, HADICAPPED ACCESSIBLEP8A
SHOWERP8
WATER COOLERP7
JANITOR'S SINKP6
KITCHEN SINKP5
LAVATORY, VANITYP4
LAVATORY, WALL MOUNTEDP3
URINAL, ADA HEIGHTP2A
URINALP2
TOILETP1
A R
C H E
N L
A R
G E
D P
L A
N S
N
CORR.
JAN
REST.
REST.
REST.
BREAK RM.
CORRIDOR
RESTROOM ACCESSORIES DESCRIPTIONS
WITH SCREW FASTENERS, PLUMBING ACCESSORIES TO BLOCKING.
PLUMBING ACCESSORY LOCATIONS THAT MOUNT TO WALL. SECURELY ATTACH,
INSTALL 2X6 BLOCKING, WITH SCREW FASTENERS, BETWEEN STUDS AT ALL WALL 2.
CONTRACTING OFFICER'S REPRESENTATIVE BEFORE BIDS.
PRODUCTS DIFFERENT THAN THOSE LISTED MAY NOT BE USED UNLESS APPROVED BY THE1.
NOTES:
OTHERS.
INSTALL CENTER 48" AFF IN HANICAPED ACCESSIBLE STALLS AND 60" AFF FOR ALL
COAT HOOK: BOBRICK, MODEL B-212, WITH BUMPER, MOUNTED ON INSIDE OF DOORS. T-12
GLASS MIRROR, NO FRAME, 24" WIDE 36" TALL.T-11
JANITOR SINK BACKSPLASHT-10
INSTALL BLOCKING. INSTALL 66" AFF.
UTILITY SHELF: BOBRICK, MODEL B-239, 34" LONG, WITH MOP AND BROOM HOLDERS. T-9
BLOCKING. INSTALL TOP 34" AFF. (SEE TOILET SIDE VIEW)
GRAB BARS: BOBRICK, MODEL B-6806, 48" LONG, 1 1/2" DIAMETER. INSTALL T-7
BLOCKING. INSTALL TOP 34" AFF. (SEE RESTROOM DETAIL)
GRAB BARS: BOBRICK, MODEL B-6806, 36" LONG, 1 1/2" DIAMETER. INSTALL T-6
VINYL LINER. (SEE DETAIL THIS SHEET)
WASTE RECEPTACLE, SEMI RECESSED, BOBRICK CLASSIC MODEL B-3644, WITH HEAVY T-4
PROVIDE BLOCKING AS REQUIRED, SURFACE WALL MOUNTED, INSTALL BOTTOM 48" AFF.
PAPER TOWEL DISPENSER: (FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR)T-3
PROVIDE BLOCKING AS REQUIRED, SURFACE WALL MOUNTED, INSTALL BOTTOM 42" AFF.
SOAP DISPENSER: (FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR)T-2
FINISHED FLOOR (AFF) (40" A.F.F AT HANDICAP LOCATIONS) AND 8" FROM WATER CLOSET.
PROVIDE BLOCKING AS REQUIRED, SURFACE WALL MOUNTED, INSTALL BOTTOM 30" ABOVE
TOILET TISSUE DISPENSER: (FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR) T-1
PROJ. ENG.:
CUSTOMER:
DRAWN:
PROJECT SHEET NO.:
DATE:
SET:
FILE NUMBER:
R E
D S
T O
N E A
R S
E N
A L
A L
A B
A M
A
T Y
P E
R E
V
IS
IO
N
S D
A T
E B
Y
B U
IL
D
IN
G
M
A R
T
IN
R
O A
D
IN-DESIGN
2 FEB. 2018
O F
T E
A
F O
S T
E A
T S
D E
T
NU
I
T N
E
MT
RAPED
H
RM
Y
ACI
RE
M A
T H
IS
W E'
L L
D E
F E
N D
S U P
P O
R T
D
EFEND
SUSTAI
N
U .S
A R
M Y G
A R
R
IS
O N R
E D
S T
O N
E
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
REQUEST NUMBER:
FIRE ENGINEER:
SAFETY DIRECTOR:
CHIEF of ENGINEERING
1234-2017103-1
C A
P F
A C
IL
IT
Y
2017103-1
B L
D G
DRAFTER
ENGINEER
ENGINEER
BUILDING
EXTERIOR
SEE STRUCTURAL SHEETS
FOR FOUNDATION
TYPICAL EXTERIOR WALL SECTION
SCALE: 3/4" =1'-0"
14'-0" A.F.F.
24GA. GUTTER
EAVE STRUT
EAVE TRIM
14GA. HAT CHANNELS
24GA. WALL PANEL
MODULAR BRICK
DOWNSPOUT
ROOF PANEL
R-30 INSULATION
STRUCTURAL 6" STUDS
WITH 5/8" INTERIOR
GYP , 5/8" EXTERIOR GYP
AND R-19 WALL INSULATION
METAL BUILDING COLUMN
METAL BUILDING RAFTER
BRICK TIES TYP.
FLASHING
WEEP HOLE
@ 24" O.C.
BASE (SEE FINISH SCH.)
PAINT (SEE ROOM FINISH SCH.)
SPANDREL BEAM
ACOUSTICAL CEILING
(SEE FINISH SCH. FOR HEIGHT)
BUILDING
EXTERIOR
SEE STRUCTURAL SHEETS
FOR FOUNDATION
TYPICAL EXTERIOR WALL SECTION
SCALE: 3/4" =1'-0"
ROOF PANEL
R-30 INSULATION
STRUCTURAL 6" STUDS
WITH 5/8" INTERIOR
24GA. RAKE FLASHING
HEIGHT VARIES
BUILDING
EXTERIOR
TYPICAL EXTERIOR WALL SECTION
SCALE: 3/4" =1'-0"
14'-0" A.F.F.
24GA. GUTTER
EAVE STRUT
EAVE TRIM
DOWNSPOUT
ROOF PANEL
R-30 INSULATION
STRUCTURAL 6" STUDS
WITH 5/8" INTERIOR
1 1/8" COMPUTER FLOOR
BUILDING
EXTERIOR
SEE STRUCTURAL SHEETS
FOR FOUNDATION
TYPICAL EXTERIOR WALL SECTION
ROOF PANEL
R-30 INSULATION
STRUCTURAL 6" STUDS
WITH 5/8" INTERIOR
B
A1 A3
C
A1 A3
D
A1 A3
SEE STRUCTURAL SHEETS
FOR FOUNDATION
3'-0" A.F.F. (TYP.)3'-0" A.F.F. (TYP.)3'-0" A.F.F. (TYP.)3'-0" A.F.F. (TYP.)
FINISHED FLOOR (SEE FNISH SCEDULE) FINISHED FLOOR (SEE FNISH SCEDULE)
24GA. TRANSITION FLASHING
(SLOPE TO DRAIN)
24GA. TRANSITION FLASHING
(SLOPE TO DRAIN) 24GA. TRANSITION FLASHING
(SLOPE TO DRAIN)
24GA. TRANSITION FLASHING
(SLOPE TO DRAIN)
SLOPE
SIDEWALK
(SEE CIVIL PLANS FOR
SIDEWALK AND DRAINS)
(SEE CIVIL PLANS FOR
SIDEWALK AND DRAINS)
CONC. SLAB CONC. SLAB
BUILDING
EXTERIOR
SEE STRUCTURAL SHEETS
FOR FOUNDATION
TYPICAL EXTERIOR WALL SECTION
ROOF PANEL
R-30 INSULATION
STRUCTURAL 6" STUDS
WITH 5/8" INTERIOR
E
A1 A3
3'-0" A.F.F. (TYP.)
24GA. TRANSITION FLASHING
(SLOPE TO DRAIN)
PREFABRICATED CANOPY
24GA. FLASHING
(SLOPE TO DRAIN)
10'-0" A.F.F.
CANOPY FOUNDATION
(SEE STRUCTURAL PLANS)
CONC. SLAB
ACOUSTICAL CEILING
(SEE FINISH SCH. FOR HEIGHT)
BASE (SEE FINISH SCH.)
PAINT (SEE ROOM FINISH SCH.)
PAINT (SEE ROOM FINISH SCH.)
FINISH FLOOR (SEE FINISH SCH.)
BASE (SEE FINISH SCH.)
ONE LAYER OF 5/8" GYP. BD.
N.T.S.
STRUCTURE ABOVE - ??
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