S02 Drawings 5 of 5 Construct Perimeter Fence 631-17-006.pdf
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- Attached to
- Y1PZ--631-17-006 Construct Perimeter Fence Federal contract opportunity
- Solicitation number
- 36C24122B0001
About this file
This document provides details on a federal contract solicitation for perimeter fence construction. The solicitation number is 36C24122B0001 and is titled "Y1PZ--631-17-006 Construct Perimeter Fence." It was issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1 and seeks to construct a perimeter fence at an unspecified location. The solicitation does not provide pricing terms or response dates but indicates the opportunity type is for an invitation for bids. The related file referenced is a drawing for the fence construction but does not include further content details.
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S
NORTH MAIN STREET (MA-9)
SEE SHEET CS137
SEE SHEET CS139
SMH68
SMH76
N
M
A
I
T
V
E
T
E
R
A
N
S
W
A
Y
L
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
FENCE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONRY
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
NOTE:
VERTICAL TEXT INDICATES PROPOSED FEATURES
SLANTED TEXT INDICATES EXISTING FEATURES
BRICK PILLAR
(TYP.)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B
31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
MINOR CONTOUR
MAJOR CONTOUR
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=1,000'
STAGING AREA
CONCRETE WASHOUT
ROCK CONSTRUCTION ENTRANCE
TOPSOIL STOCKPILE
SITE SYMBOLS - SOIL & EROSION
LIMIT OF DISTURBANCE
12" COMPOST FILTER SOCK
INLET PROTECTION
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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SCALE
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ST
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TU
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
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REVISED PER 90% SUBMISSION
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REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Erosion And Sedimentation Control Plan 'L'
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AutoCAD SHX Text 100% Review Plans
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CS139
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1. THE CONTRACTOR MUST INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND IN THE DETAILS PRIOR TO STARTING ANY
OTHER WORK ON THE SITE. EROSION CONTROL MUST BE INSTALLED AT EVERY INLET STRUCTURE (EXISTING AND PROPOSED) AND
MAINTAINED FOR THE DURATION OF THE PROJECT.
2. EROSION CONTROLS AS SHOWN ON PLANS SHALL BE INSPECTED, REPAIRED AND/OR MAINTAINED BY THE CONTRACTOR WEEKLY AND
WITHIN 12 HOURS OF EACH STORM EVENT.
3. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH A DEPTH OF 6 INCHES.
4. SEDIMENT SHALL BE CONTAINED WITHIN THE CONSTRUCTION SITE, AWAY FROM DRAINAGE STRUCTURES.
5. STABILIZE SLOPES STEEPER THAN 3:1 (HORIZONTAL TO VERTICAL) WITH SEED, SECURED GEOTEXTILE FABRIC, OR ROCK RIP-RAP AS
REQUIRED TO PREVENT EROSION DURING CONSTRUCTION.
6. CLEAN OUT CATCH BASINS, DRAIN MANHOLES AND STORM DRAIN PIPES AFTER COMPLETION OF CONSTRUCTION.
7. LOAM AND SEED ALL DISTURBED AREAS.
8. UPON ESTABLISHMENT OF PERMANENT VEGETATION OVER DISTURBED AREAS, REMOVE AND DISPOSE OF HAYBALES, STAKES AND SILT
SOCKS.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND SUPPLEMENT THE SPECIFIED SEDIMENTATION CONTROLS AS
NECESSARY TO PREVENT SEDIMENTATION OF OFF-SITE AREAS AND/OR ANY REGULATED RESOURCE AREAS. FAILURE BY
THE CONTRACTOR TO CONTROL EROSION, POLLUTION AND/OR SILTATION SHALL BE CAUSE FOR THE OWNER TO EMPLOY
OUTSIDE ASSISTANCE OR TO USE HIS OWN MEANS TO PROVIDE THE NECESSARY CORRECTIVE MEASURE. THE COST OF SUCH
ASSISTANCE PLUS PROJECT ENGINEERING COSTS WILL BE THE CONTRACTOR'S RESPONSIBILITY.
10. EROSION CONTROLS ARE TO BE INSPECTED AND MAINTAINED ON A DAILY BASIS. UPON DISCOVERY OF SILT BUILD-UP IN ANY STRUCTURES
OR SOCK WILL BE CLEANED IMMEDIATELY.
11. ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED WITH A LAYER OF MULCH HAY OR JUTE BLANKETS-AS NEEDED FOR SLOPES
STEEPER THAN 3:1.
10. THE CONTRACTOR SHALL CHECK THE CONDITION OF EROSION CONTROLS DAILY TO KEEP THEM IN GOOD OPERATING CONDITION.
EROSION CONTROLS SHALL ALSO BE INSPECTED, REPAIRED AND MAINTAINED BY THE CONTRACTOR WITHIN 12 HOURS OF ANY STORM
EVENT PRODUCING 1/2 INCH OF RAINFALL OR MORE, EROSION CONTROLS SHALL BE REPLACED WHEN DETERIORATED, OR WHEN
ORDERED BY THE ENGINEER. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH A
DEPTH OF 6 INCHES.
11. IN ADDITION TO THOSE LOCATIONS SHOWN ON THE GRADING AND DRAINAGE PLANS, EROSION CONTROLS SHALL BE INSTALLED AT THE
FOLLOWING LOCATIONS: TOE OF SLOPE OF FENCE CONSTRUCTION, TOE OF TEMPORARY EARTHWORK STOCKPILES.
12. EROSION AND SEDIMENTATION CONTROL SHALL BE IN COMPLIANCE WITH MASSACHUSETTS STORMWATER POLICY..
2"X2"X36" WOODEN STAKES
PLACED 5' O.C.
DIRECT CONCRETE WASHOUT WATER INTO
FILTER RING
24" DIAMETER COMPOST FILTER SOCK. 4' MIN.
OVERLAP ON UPSLOPE SIDE OF FILTER RING
PLAN
2"X2"X36" WOODEN
STAKES PLACED 5' O.C.
MAXIMUM DEPTH OF CONCRETE WASHOUT
WATER IS 60% OF FILTER RING HEIGHT
SECTION
NOTES:
1. INSTALL ON FLAT GRADE FOR OPTIMUM
PERFORMANCE.
2. 18" DIAMETER FILTER SOCK MAY BE STACKED
ONTO DOUBLE 24" DIAMETER SOCKS IN
PYRAMIDAL CONFIGURATION FOR ADDED
HEIGHT.
A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE
WASHOUT PRIOR TO THE INSTALLING SOCKS.
2 FT.
4 FT.
3 F T.
WIDTH LENGTH
INLET GRATE
1 IN. REBAR FOR
BAG REMOVAL FROM
INLET
SANDBAG, FILTER LOG, COMPOST
SOCK, OR FILTER TUBE
EXPANSION RESTRAINT
(1
4 IN. NYLON ROPE)
2 IN X 2 IN. X 3/4 IN.
RUBBER BLOCK
TOP OF CURB
FLOW
STORM
INLET BERM
2:1 MAX
(TYP.)
1 FT.
MIN.
INSTALLATION DETAIL
PLAN VIEW
SECTION VIEW
ISOMETRIC VIEW
NOTES:
MAXIMUM DRAINAGE AREA = 1/2 ACRE.
INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP.
BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.
ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE
MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.
AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS
SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.
INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL
NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF
ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.
DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
CURB
EXTEND BERM OVER CURB IF
RUNOFF IS BYPASSING INLET
ON LANDWARD SIDE
10' 10'
NOTES:
1. OVER EXCAVATE SINKHOLE THROAT TO REMOVE ALL SOIL AND LOOSE ROCK.
2. SHOULD SINKHOLE THROAT OR FRACTURED BEDROCK BE ENCOUNTERED IN BOTTOM OF
EXCAVATION, HIGH SLUMP LEAN CONCRETE OR FLOWABLE FILL SHOULD BE PLACED IN HOLE
SUFFICIENT TO PLUG THROAT OR FRACTURES.
3. IF NO THROAT OR BEDROCK IS ENCOUNTERED EXCAVATE UNTIL FIRM SOIL IS ENCOUNTERED ON
ALL SIDES AND BOTTOM OF EXCAVATION.
4. AFTER LEAN CONCRETE OR GROUT CURES, PLACE BENTONITE CLAY/SOIL (1 TO 2 LBS./S.F., 8" LIFT, 95% MOD. PROCTOR). PLACE COMPACTED FINE-GRAINED NATIVE CLAY FILL (8" LIFTS, 95% MOD.
PROCTOR) EVERY OTHER LIFT TO 12" BELOW FINAL GRADE.
5. INSTALL BENTONITE CLAY/SOIL CAP 10' BEYOND THE EXCAVATION AS SHOWN.
6. GRADE NATIVE CLAY TO DRAIN AWAY FROM THE AREA.
7. PLACE 4" OF TOPSOIL, RESEED OR SOD TO STABILIZE.
8. ALL STABILIZATION WORK SHOULD BE DONE UNDER SUPERVISION OF A LICENSED PROFESSIONAL
GEOLOGIST OR PROFESSIONAL ENGINEER EXPERIENCED WITH KARST GEOLOGY AND FAMILIAR
WITH SITE AND FOUNDATION CONDITIONS.
SLOPE 5% MAX.
5% MAX.
EXISTING GRADE
5' MIN.(TYP.)
30'
SLOPE 5% MAX.
5% MAX.
30'
SILT FENCE OR
HAY BALE SILT
FILTER
SILT FENCE OR
HAYBALE SILT FILTER
NOTES:
1. PLACE STOCKPILES AT LOCATIONS SHOWN ON PLAN.
2. STOCKPILE TO BE SEEDED WITH A TEMPORARY SEED MIXTURE
IF PERIOD OF EXPOSURE IS EXPECTED TO EXCEED 20 DAYS.
3. SIDE SLOPES SHALL NOT EXCEED 1' VERTICAL TO 2' HORIZONTAL. 4. MAXIMUM TOPSOIL STOCKPILE HEIGHT
NOT TO EXCEED 35'.
POST
DRIP LINE
NOTES:
1. FENCING SHALL BE INSTALLED AT 5' OUTSIDE THE DRIPLINE OR 20' FROM THE TRUNK, WHICHEVER IS GREATER.
2. BOARDS SHALL NOT BE NAILED TO TREES DURING CONSTRUCTION.
3. FEEDER ROOTS SHALL NOT BE CUT IN AREA INSIDE THE DRIP LINE.
4. THE CONTRACTOR SHALL NOT ENCROACH ONTO AREAS DELINEATED AS TREE PROTECTION. THE STORAGE OF
EQUIPMENT OR MATERIALS IN THIS AREA IS STRICTLY FORBIDDEN. THE SILT FENCE ERECTED AT THE TREE PROTECTION LINE SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PROCESS AND SHALL NOT
BE CROSSED.
5. REFER TO PLAN SHEETS FOR LOCATION OF WOODS AND TREES TO REMAIN. ALL TREES TO REMAIN WHICH ARE ADJACENT TO CONSTRUCTION AREAS SHALL BE PROTECTED IN ACCORDANCE WITH THIS DETAIL.
6. NO CLEARING, EARTHMOVING, OR CONSTRUCTION SHALL COMMENCE PRIOR TO INSTALLATION OF TREE
PROTECTION FENCES AROUND ALL EXISTING TREES.
7. A 48 INCH HIGH WOODEN OR CHAIN LINK FENCE WITH POSTS ON 8 FOOT CENTER TO CENTER (MAXIMUM) SHALL BE INSTALLED AROUND EACH EXISTING TREE PRIOR TO START OF CONSTRUCTION (TYPICAL FOR ALL TREES).
FL
OW
FLOW
DISTURBED AREA
UNDISTURBED AREA
SECTION
PLAN VIEW
EXISTING
CONTOURS
COMPOST
FILTER SOCK
2 IN. x 2 IN. WOODEN
STAKES
PLACED 10 FT ON
CENTER
2 IN. x 2 IN. WOODEN STAKES
PLACED 10 FT ON CENTER
COMPOST FILTER SOCK
BLOWN/PLACED
FILTER MEDIA
DISTURBED AREA
UNDISTURBED AREA
NOTES:
SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST
SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.
COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE
SLOPE OF ITS TRIBUTARY AREA.
TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE
BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF
INSPECTION.
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S
RECOMMENDATIONS.
UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE
MULCH SPREAD AS A SOIL SUPPLEMENT.
IN
MI
N.
NOTES:
1. THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS IN TABLE 4.2. THE
STANDARDS CONTAINED IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE ALTERNATIVE.
2. COMPOST SHALL BE TESTED AND TEST RESULTS SHALL BE PROVIDED TO THE COUNTY CONSERVATION
DISTRICT FOR REVIEW PRIOR TO UTILIZING COMPOST AT THE SITE.
TABLE 4.2
Compost Standards
Organic Matter Content 25%-100% (dry weight basis) Organic Portion Fibrous and elongated pH 5.5-8.5 Moisture Content 30%-60%
Particle Size 30%-50% pass through 3/8" sieve Soluble Salt Conentration 5.0 dS/m (mmhos/cm) Maximum
TABLE 4.1
Compost Sock Fabric Minimum Specifications
Inner Containment Netting
Outer Filtration Mesh
Sock Fabrics composed of burlap may be used on projects lasting 6 months or less.
Two-ply systems
Material
Material Type
Sock
Characteristics
Diameters
Mesh opening Tensile
Strength Ultraviolet Stability% Original Strength
(ASTM G-155)
Miinimum Functional Longevity
Photo-
3 mil HDPE
12" degradable
18"
3/8"
23% at 1000 hr.
6 months
26 psi
Photo-
5 mil HDPE
18" degradable
24"
3/8"
23% at 1000 hr.
9 months
Bio-
5 mil HDPE degradable
3/8"
6 months
Photo-
Multi-Filament degradable
3/8"
100% at 1000 hr.
1 year
Photo-degradable
1/8"
100% at 1000 hr.
2 years
26 psi 44 psi 202 psi
12"
32"
18" 24"
12"
32"
18" 24"
12"
32"
18" 24"
12"
32"
Polypropylene
(MFPP)
Multi-Filament Polypropylene
(HDMFPP)
Heavy Duty
HDPE biaxial net Continuously wound
Fusion-welded junctures mechanically fused via needle punch) (Woven layer and non-woven fleece
Composite Polypropylene Fabric 3/4"X3/4" Max. aperture sixe
3/16" Max. aperture size
FOAM
CURB INLET
1" REBAR FOR BAG
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
DUMP LOOPS
(REBAR NOT INCLUDED)
OVERFLOW
EXPANSION
RESTRAINT
NOTES:
1. THIS TEMPORARY PROTECTION FOR CATCH BASIN INLETS (EXISTING AND PROPOSED)
SHALL BE MAINTAINED BY CONTRACTOR UNTIL COMPLETION OF WORK.
2. TEMPORARY PROTECTION SHALL BE REMOVED AT THE END OF THE WORK.
3. TEMPORARY PROTECTION SHALL BE SIZED TO FIT THE OPENINGS OF CATCH BASINS.
INSTALLATION DETAIL
SILTSACK
2 (TYP)
EROSION CONTROL FABRIC EQUAL TO
NORTH AMERICAN GREEN SC150 OR
S150 AS SPECIFIED ON PLAN SHEETS
OR OTHERWISE DIRECTED BY ENGINEER/
LANDSCAPE ARCHITECT
PREPARE SLOPE BEFORE APPLYING
SLOPE PROTECTION MATERIAL: 4" LOAM
BORROW & HYDROSEED
STAPLE OR PIN BLANKET IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS
ANCHOR BLANKET IN A
TRENCH ALONG THE TOP OF
SLOPE BACKFILL & COMPACT
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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VAPAHCS PLANNING AND ENGINEERING
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
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REVISED PER 90% SUBMISSION
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AutoCAD SHX Text 1/26/18
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CS140
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EROSION CONTROL NOTES (DURING CONSTRUCTION)
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12" MIN.
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24" DIAMETER COMPOST FILTER SOCK
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COMPOST FILTER SOCK DETAIL NTS
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TREE PROTECTION FENCE DETAIL NTS
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TOPSOIL STOCKPILE DETAIL NTS
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FILTER BAG INLET PROTECTION DETAIL NTS
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CONSTRUCTION ENTRANCE DETAIL NTS
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COMPOST SOCK WASHOUT DETAIL NTS
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SINKHOLE MITIGATION DETAIL NTS
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CATCH BASIN INLET PROTECTION DETAIL NTS
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SLOPE PROTECTION MATERIAL INSTALLATION NTS
16" [406.4mm]
.94
[3.
3m
(1 0'-
0" M
IN
4" FACE BRICK VENEER
(RUNNING BOND)
GALV. MASONRY TIES @ 16"o.c. VERT.
8" CMU BLOCK CONST. (GROUT
SOLID) APPLY MASONRY SEALER
TO OUTSIDE FACES
VERT. REINF.:
(4) #5 BARS
(4) #5 HOOKED BARS (4' LONG w/
4" BEND) TIED TO VERT. REINF.
[3m
(1 5 C
MU
C
RS
8" / 4
5 B
RK
. C
RS
CR
S=
8"
6.8 9"
[1
.1m m] CAST STONE PIER CAP by
'HADDONSTONE' / MODEL
"S210C" or EQUAL
1/2" HOOKED ANCHOR ROD
CORED & EPOXY INTO CAP STONE
(4) #5 'O' TIES (TYP. per
DIMS.) TIED TO VERTS.
PITCH FND. TOP DOWN
TO 1"Ø FILLET @ PIER
EDGE (TYP. ALL 4 SIDES)
(4) #5 BARS @ CNRS. OF
PIER FND. (4'-6" LONG)
0.3 8"
[9 .5m m]
3/8" MORTAR BED
@ CAP BASE
BOND BEAM TOP CRS. w/
(2) #5 REBARS
CONT. THRU-WALL FLASHING (ALL 4
SIDES) w/ INSECT MESH FILLED WEEPS
@ EACH VERT. JT. OF BOT. BRICK CRS.
[30 4.8 mm
[30 4.8 mm
[30 4.8 mm
(3) #5 BARS ON CHAIRS
(EA. WAY @ FND. BASE)
2'-0" SQ. REINF. CONC. PIER
FND. (4,000 psi CONCRETE)
BRICK VENEER
FENCING PILLARS
(TYP.)
PROPOSED 'TYMETAL' "TCG-12"
CANTILEVERED SLIDE ANTI-RAM GATE w/
ORNAMENTAL PICKETS TO MATCH FENCING
4' WIDE 'AMERISTAR'
PEDESTRIAN GATE
PROPOSED CARD
READER KIOSK
DASHED LINES INDICATE GATE POST
& PILLAR FOUNDATIONS (TYP.)
GATE RETRACTED
POSITION
28' [8.5m](CLEAR GATE OPNG.)
32' [9.8m]
32' [9.8m]
6' [1.8m]
15.5'[4.7m] 32' [9.8m]
19.5'
[5.9m]
(CLEAR GATE
OPNG.)
21'[6.4m]
32'[9.8m]
32'[9.8m]
(TYPICAL BEYOND)
PROPOSED "AMERISTAR" "TRANSPORT
II" SLIDING CANTILEVERED GATE W/
ORNAMENTAL PICKETS TO MATCH
FENCING
PROPOSED ORNAMENTAL PERIMETER
FENCE TO BE "AMERISTAR," "MONTAGE
COMMERCIAL" STEEL FENCING
PROPOSED BRICK
VENEER FENCING
PILLARS (TYPICAL)
GATE RETRACED POSITION
DASHED LINES INDICATE
GATE POST &
PILLAR FOUNDATIONS (TYP.)
15.7'[4.8m]
32'[9.8m]
(TYPICAL BEYOND)
BRICK PILLARS TO BE
LOCATED AS INDICATED
ON LAYOUT PLANS.
3" TYP.
[76.2mm]
95"±1 4"
[2413mm] 6"
1 2"
1 2"
[22
.9m m]
[24
.4m m]
" M
IN
[12
.2m m]
BRACKET
4" SQ. PICKET
4" SQ. PICKET
4X POST WIDTH
BRICK PILLARS TO BE LOCATED AS
INDICATED ON LAYOUT PLANS. SEE BRICK
PILLAR DETAIL.
6" [152mm]
6" [152mm]24"
[.6m]
" M
IN
[30 5m m]
2A STONE BACKFILL, MECHANICALLY
COMPACT BACKFILL IN 4" MAXIMUM LIFTS TO
A DENSITY OF 95% OF MODIFIED PROCTOR
DENSITY (ASTM D-1557)
SUITABLE BACKFILL, MECHANICALLY
COMPACT BACKFILL IN 8" MAXIMUM LIFTS TO
A DENSITY OF 95% OF MODIFIED PROCTOR
DENSITY (ASTM D-1557)
UNDISTURBED
SUBGRADE
" M
IN
[30 5m m]
4" MIN. , 2A STONE
LAWN RESTORATION CONCRETE RESTORATION
NTS
ORNAMENTAL PERIMETER FENCE - PEDESTRIAN GATE - GATE HINGE
ORNAMENTAL PERIMETER FENCE - PEDESTRIAN GATE - GATE LATCH
NTS
NTS
SCALE: 1/16"=1'-0"
SCALE: 1/16"=1'-0"
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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AutoCAD SHX Text Geary
AutoCAD SHX Text VA Medical Center Northampton
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
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REVISED PER 90% SUBMISSION
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REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Detail Sheet
AutoCAD SHX Text Ornamental Fence
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AutoCAD SHX Text Perimeter Fence
AutoCAD SHX Text 100% Review Plans
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CS141
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AutoCAD SHX Text ORNAMENTAL PERIMETER FENCE AMERISTAR MONTAGE CLASSIC - SPECIAL ANTI-SCALE HIGH SECURITY STEEL FENCE OR EQUIVALENT N.T.S.
AutoCAD SHX Text
BRICK PILLAR DETAIL SCALE: 1/2"=1'-0"
AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
AutoCAD SHX Text [1219mm]
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6" MIN. TOPSOIL
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ORNAMENTAL PERIMETER FENCE - VEHICULAR GATE
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ORNAMENTAL PERIMETER FENCE - PEDESTRIAN GATE NTS
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TYPE 1 UTILITY TRENCH PATCH
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ORNAMENTAL PERIMETER FENCE - ANTI-RAM VEHICULAR GATE
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ANTI-RAM VEHICULAR GATE LAYOUT DETAIL
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VEHICULAR GATE LAYOUT DETAIL
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PROPOSED PERIMETER FENCE TO BE
"AMERISTAR," "IMPASSE II" STEEL FENCING
PROPOSED "AMERISTAR" "TRANSPORT IS"
SLIDING CANTILEVERED GATE W/ PICKETS
TO MATCH FENCING
GATE RETRACTED POSITION
DASHED LINES INDICATE GATE POST &
FENCE POST FOUNDATIONS (TYPICAL)
24.8'
[7.6m]
(CLEAR GATE OPNG.)
Single gate Arrangement
Double gate Arrangement
3" [76.2mm] (Latch Clearance) Ameristar Standard
Leaf Widths 2" [50.8mm] (Hinge Clearance)
27" [685.6mm]
15" [381.0mm]
Varies with
Height Standard Heights 7' [2133.6mm], 8' [2438.4mm], 9' [2743.2mm], 10' [3048.0mm]
36" [914.4mm] Min.
Footing depth
314" [82.6mm]
TYPICAL
314" [82.6mm]
TYPICAL
3" [76.2mm]
(Latch Clearance) Ameristar Standard
Leaf Widths 2" [50.8mm] (Hinge Clearance)
Over all Out to Out .2
2" [50.8mm] (Hinge Clearance)
27" [685.8mm]
15" [381.2mm]
Varies with
Height
36" [914.4mm] Min.
Footing depth
8" [203.2mm]
NOTES:
1.) Post size depends on fence height, weight and wind loads.
See IMPASSE II post sizing chart.
2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths.
3.) Additional styles of gate hardware are available on request.
This could change the Latch & Hinge Clearance.
4.) Third rail optional. (Some heights noted require the third rail.)
2" [50.8mm]
2" [50.8mm]
Pale welded to rail
Gate Rail
TM
Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.
Weld on Box Hinge
Post size varies with Height (See IMPASSE Post-Sizing chart)TM
Gate Upright 2" [50.8mm] x 12 ga.
Gate Rail 2" [50.8mm] x 12 ga.
234" [69.9mm] Pale (.075 [1.9mm] wall)
Weld on Box Hinge
Post size varies with Height (See IMPASSE Post-Sizing chart)TM
Gate Upright 2" [50.8mm] x 12 ga.
Gate Rail 2" [50.8mm] x 12 ga.
234" [69.9mm] Pale (.075 [1.9mm] wall)
Standard Heights 7' [2133.6mm], 8' [2438.4mm], 9' [2743.2mm], 10' [3048.0mm]
TOP VIEW
8' [2.4m]
2 3 4" X 14 GA PALEIMPASSE II RAIL
3" I-BEAM
(LINE POST)
1.3
[0.
4m
[21
.6m m]
" M
IN
[12
.2m m]
4X POST WIDTH
ELEVATION VIEW
1.39" [35.3mm]
4.14" [105.2mm]
SIDE VIEW
SCALE:KMcDR:
CK:
SH . 1of 1
Date 04/22/2015
AMERISTARR
REV:
1555 N. Mingo Tulsa, OK 74116 1-888-333-3422
IMPASSE GAUNTLET 2/3-RAIL SGL & DBL GATE
DO NOT SCALE
E
Title:
3GISOG
HIGH SECURITY STEEL GATE
www.ameristarfence.com
1. DUE TO VARIABILITY WITHIN EXISTING PAVEMENT CROSS SECTION IT IS UNKNOWN IF CONCRETE IS PRESENT WITHIN OR BELOW THE PAVEMENT CROSS SECTION. IF CONCRETE IS ENCOUNTERED, IT SHALL BE REMOVED AND DISPOSED OF AS PART OF THE PAVEMENT
IMPROVEMENTS.
2. PAVEMENT FOR PARKING LOTS SHALL BE OF THE SAME COMPOSITION AS THE ROADS. CURB TYPES, EDGE TREATMENT AND AND SLOPES
SHALL BE AS SHOWN ON THE PLANS.
3. AT GRADE ACCESS PATHS TO EXISTING OPENINGS IN THE COVERED WALKWAY SHALL BE GRADED AWAY FROM THE WALKWAY TOWARDS
THE ROAD GUTTER.
EXISTING BITUMINOUS
CONCRETE PAVEMENT
COMPACTED SUBGRADE
2%
SAW CUT EXISTING PAVEMENT
TOP OF EXISTING BASE
BOTTOM OF EXISTING BASE
EX. BIT. PAVEMENT
SAWCUT EXISTING BITUMINOUS
PAVEMENT IN A NEAT LINE.
CUT TO PASS THROUGH THE
ENTIRE DEPTH OF EXISTING
PAVEMENT.
APPLY TACK COAT OF RS-1
EMULSION TO VERTICAL FACE
OF EXISTING PAVEMENT PRIOR
TO PLACEMENT OF NEW
BITUMINOUS PAVEMENT
NEW HMA TOP COURSE
NEW HMA BASE COURSE
EXISTING GROUND
RECLAIMED
BASE
MATERIAL
EX. GRAVEL
BASE
PROPOSED FULL DEPTH CONSTRUCTION (RECLAIMED BASE)
SURFACE: 5" HOT MIX ASPHALT
1-1/2 INCHES MODIFIED TOP COURSE MATERIAL
PLACED OVER 3-1/2 INCHES BASE COURSE MATERIAL
SUBBASE: 12" GRAVEL BORROW TYPE "B"
PROPOSED CONCRETE SIDEWALK
SURFACE: 4 INCHES CEMENT CONCRETE
FOUNDATION: 6 INCHES GRAVEL BORROW TYPE "B"
PROPOSED CONCRETE AT DRIVEWAYS, LOADING AREAS AND WHEELCHAIR RAMPS
SURFACE: 6 INCHES CEMENT CONCRETE
FOUNDATION: 8 INCHES GRAVEL BORROW TYPE "B"
12" WIDE
ASPHALT SEALER
NOTES:
1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT
STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL
DEPTH OF THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT
MATCHES THE ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.
5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH
SCORED JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE
DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
4" CEMENT CONCRETE
6" GRAVEL BORROW TYPE "B"
EXISTING GROUND
6X6-W1.4XW1.4 WELDED WIRE FABRIC
AT MID DEPTH ON CHAIRS
3" [76mm]
3" [76mm]
STOP REINF.
AT JOINT
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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AutoCAD SHX Text Geary
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-006
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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REVISED PER 35% SUBMISSION
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REVISED PER 65% SUBMISSION
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REVISED PER 90% SUBMISSION
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REVISED PER VAMC
AutoCAD SHX Text 1/26/18
AutoCAD SHX Text 2/23/18
AutoCAD SHX Text 7/6/18
AutoCAD SHX Text 6/25/21
AutoCAD SHX Text Detail Sheet
AutoCAD SHX Text Steel Fence
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AutoCAD SHX Text Perimeter Fence
AutoCAD SHX Text 100% Review Plans
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CS142
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AutoCAD SHX Text STEEL PERIMETER FENCE AMERISTAR IMPASSE II STEEL FENCE - SPECIAL ANTI-SCALE HIGH SECURITY STEEL FENCE OR EQUIVALENT N.T.S.
AutoCAD SHX Text
STEEL PERIMETER FENCE - VEHICULAR GATE NTS
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VEHICULAR GATE LAYOUT DETAIL SCALE: 1/16"=1'-0"
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%%UGENERAL NOTES
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PAVEMENT MATCH DETAIL
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NTS
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NTS
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SAW CUT DETAIL
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NTS
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CONCRETE SIDEWALK JOINT SPACING
AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS
AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY
AutoCAD SHX Text
CLASS "B" CONCRETE
AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER
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1% MIN. 2% MAX.
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1% MIN. 2% MAX.
AutoCAD SHX Text 10.5' MAX. [3200mm]
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TYPICAL SECTION
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EXPANSION AND SCORED JOINT DETAIL
AutoCAD SHX Text [5mm]
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
PLANS
AutoCAD SHX Text
PLANS
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PLAN
AutoCAD SHX Text
%%UPAVEMENT NOTES
AutoCAD SHX Text 2" [51mm] R.
AutoCAD SHX Text
H=DESIGN REVEAL
AutoCAD SHX Text NOTES: 1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. 2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm]. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm]. 3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm] INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB AND GUTTER. 5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE SLIP FORMED. 6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS UNLESS A LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS. 7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm]. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm]. 8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].FOR REVEALS OF 8" [203mm] TO 10" [254mm].
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6 TO 1 (MAX.)
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TOP OF CURB
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CONCRETE CURB AND TERMINAL SECTION
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NTS
AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER
AutoCAD SHX Text 3/4" R. [19mm]
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ROADWAY & PAVEMENT WIDTH
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CONCRETE VERTICAL CURB
AutoCAD SHX Text [241mm] NOTE 7
AutoCAD SHX Text [254mm] NOTE 8
AutoCAD SHX Text [406mm] NOTE 8
AutoCAD SHX Text [356mm] NOTE 7
AutoCAD SHX Text [152mm]
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BATTER
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CONCRETE CURB TERMINAL SECTION
AutoCAD SHX Text [152mm]
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PAVEMENT SURFACE
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DESIGN END OF CURB
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CONCRETE DETAIL (SIDEWALK)
NTS
WV
WV
WV
D
D
S
S
S
W V
WVWV
WV
W V
WV
WV
D
E
D S
S
W V W
V W
V
S
VA WELCOME
SIGN
LIGHT POLE
LIGHT POLE
LIGHT POLE
CONC. W
AL
K
WETLANDS
LIGHT POLE
DMH019
CB006
CB007
DMH001
CB098
#14
LIGHT POLE
BUILDING 35
(TO BE DEMOLISHED,
BY OTHERS)
NO WEAPONS
SIGN
FRONT HILL ROAD
24" HDPE
(SECONDARY
OUTLET)
DMH
DMH
CB
CB
CB
CB
INV
INV
INV
LIGHT POLE
CB
CB
TO BE REMOVED
AND REPLACED
315312
NOT PART OF THIS
1ØUS
1Ø
US
1Ø
US
1ØUP
1Ø
UP
1ØUP
S.H.H.
Ø
U
P
P.H.H.
P.H.H.
S.H.H.
SEE NOTE #8
SEE NOTE #8
SEE NOTE #2 (TYPICAL)
SEE NOTE #1
(TYPICAL)
SEE NOTE #7
SEE NOTE #7
SEE NOTE #6
SEE NOTE #7
SEE NOTE #8
SEE NOTE #7
SEE NOTE #8
SEE NOTE #6
SEE NOTE #7
SEE NOTE #13
SEE NOTE #12
EXISTING PANEL
'E16-101'
SEE NOTE
#14
IT CLOSET
Ø
U S
Ø
U S
Ø
U P
Ø
U
P
Ø
U S
Ø
U S
Ø
U S
Ø
U S
Ø
U S
Ø
U S
Ø
U P
Ø
U P
Ø
U P
Ø
U P
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
P
Ø
U
P
Ø
U
P
SEE NOTE #4
SEE NOTE #9
SEE NOTE #11
SEE NOTE #3
SEE
NOTE #10
SEE NOTE #5
30/20/3
SEE NOTE #8
SEE NOTE #7
GATE
CONTROLLER
SEE NOTE #6
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
Ø
U
S
CONC. W
ALK
BITUM PAVING
BITUM PAVING
GV
WV
GV
W V
W V
GV
GV
D
SMH8
SMH6
SMH5
SMH3
SMH45 SMH SMH4
SMH46
WOODS
CONC PAD
BILCO DOOR
LAWN
LAWN
M
A
I
T
V
E
T
E
R
A
N
S
W
A
Y
E
A B C
D E F
G H I
J K
L
SITE SYMBOLS - GENERAL
BENCHMARK
DRAWING BLOCK TITLE WITH GRAPHIC SCALE
(SHOWN HALF ACTUAL SIZE)
CONCRETE
FENCE
PLAN
DIMENSION
A
SITE SYMBOLS - CONCRETE/MASONRY
SITE SYMBOLS - UTILITIES
SITE SYMBOLS - IMPROVEMENTS
CLEAR ZONE (AREA SHALL BE CLEAR OF ANY MATERIALS)
NOTE:
VERTICAL TEXT INDICATES PROPOSED FEATURES
SLANTED TEXT INDICATES EXISTING FEATURES
BRICK PILLAR
(TYP.)
PROPERTY LINE
HYDRANT, FIRE
WATER VALVE
STORM SEWER PIPE
GAS LINE
UTILITY, WATER MANHOLEW
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, ELECTRICAL MANHOLEE
WV
GV
SIGN
LIGHT POLE
BOLLARD
GAS VALVE
CABLE TV LINE
STEAM LINE
WATER LINE
ELECTRIC LINE
SANITARY SEWER LINE
EDGE OF PAVEMENT
EDGE OF STONE
CURB LINE
MINOR CONTOUR
MAJOR CONTOUR
EDGE OF WOODS LINE
GUARDRAIL
SITE SYMBOLS - EXISTING
DECIDUOUS TREES
CONIFEROUS TREES
305B
31A
SOIL LINE
SOIL LABEL
FENCE LINE
DRAINAGE MANHOLE
DRAINAGE CATCH BASIN
DRAINAGE END SECTION
D
CONCRETE COVERED WALKWAY
UNDERGROUND TELEPHONE
MINOR CONTOUR
MAJOR CONTOUR
CS142
DETAIL NUMBER
DETAIL SHEET
STEAM MANHOLEST
Know what's below.
before you dig.Call
R
0 30 60
KEY MAP
1"=1,000'
NOTES FOR THE MAIN ENTRANCE GATE LAYOUT #2/OPTION B ELECTRICAL PLAN:
1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A POWER WIRING HANDHOLE HUBBELL #PC1212DA12 BOX OR EQUAL WITH A HUBBELL #PC1212HG0084 COVER OR
EQUAL.
2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A SECURITY SYSTEM HANDHOLE HUBBELL #PC1212DA12 BOX OR EQUAL WITH A HUBBELL #PC1212HG0036 COVER OR
EQUAL.
3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A WEATHERPROOF NEMA 3R ENCLOSURE HENNESSY PRODUCTS INC. #SM261715 OR EQUAL. IN THE WEATHERPROOF
ENCLOSURE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN ETHERNET MEDIA CONVERTER AND POE INJECTOR GE #MC100FX-TX-POE. THE ELECTRICAL
CONTRACTOR SHALL CONNECT THE 2 STRAND FIBER OPTIC CABLE TO THE FIBER PORT ON THE FIBER TO ETHERNET MEDIA CONVERTER AND POE INJECTOR. (NOTE:
THE WEATHERPROOF ENCLOSURE SHALL BE MOUNTED TO A UNISTRUT SUPPORT SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE UNISTRUT SUPPORT
SYSTEM).
4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE POLE MOUNTED CCTV CAMERA (AXIS #A1435-LE FIXED IP CAMERA). COORDINATE THE LOCATION OF THE CCTV
CAMERA WITH THE ARCHITECT PRIOR TO INSTALLING.
5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE CARD READER (HID #RP40 PIVCLASS READER). (NOTE: THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE CARD
READER PEDESTAL DOOR KING #1200-046 OR EQUAL). COORDINATE THE LOCATION OR THE CARD READER WITH ARCHITECT PRIOR TO INSTALLING.
6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING:
A. 1" POWER CONDUIT WITH 4#8 & 1#8GND.
B. 1" SECURITY CONDUIT WITH THE FOLLOWING: ONE (1) 4 STRAND MULTIMODE FIBER OPTIC CABLE, ONE (1) 18/6 LOW VOLTAGE CABLE AND TWO (2) 18/4 LOW
VOLTAGE CABLES. REFER TO DUCTBANK DETAIL "A-A".
7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 1" POWER CONDUIT WITH 4#8 & 1#8GND. REFER TO DUCTBANK DETAIL "B-B".
8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 1" SECURITY CONDUIT WITH THE FOLLOWING: ONE (1) 4 STRAND MULTIMODE FIBER OPTIC CABLE, ONE (1) 18/6 LOW
VOLTAGE CABLE AND TWO (2) 18/4 LOW VOLTAGE CABLES. REFER TO DUCTBANK DETAIL "C-C".
9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CATEGORY 6E CABLE IN A 3/4" CONDUIT FROM THE FIBER TO ETHERNET MEDIA CONVERTER AND POE INJECTOR TO
THE CCTV CAMERA.
10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN 18/6 LOW VOLTAGE CABLE IN 3/4" CONDUIT.
11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TWO (2) 18/4 LOW VOLTAGE CABLES IN A 3/4" CONDUIT. (NOTE: ONE (1) 18/4 LOW VOLTAGE CABLE SHALL BE
CONNECTED TO THE GATE CONTROLLER MOTOR RELAY. ONE (1) 18/4 LOW VOLTAGE CABLE SHALL BE CONNECTED TO THE GATE CONTROLLER REPLAY.)
12. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 4#8 & 1#8GND IN A 1" CONDUIT TO A NEW 20 AMP 3 POLE CIRCUIT BREAKER IN THE EXISTING PANEL 'E16-101'
(E16-101-38,40,42).
13. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 1" CONDUIT TO THE IT CLOSET WITH THE FOLLOWING:
A. 4 STRAND MULTIMODE FIBER OPTIC CABLE TO THE EXISTING CISCO 3850 NETWORK SWITCH.
B. 18/6 LOW VOLTAGE CABLE TO THE EXISTING CARD READER SYSTEM POWER SUPPLY.
C. 18/4 LOW VOLTAGE CABLE (GATE CONTROLLER MOTOR RELAY) TO THE EXISTING CARD READER SYSTEM POWER SUPPLY.
D. 18/4 LOW VOLTAGE CABLE (GATE CONTROLLER RELAY) TO THE EXISTING CARD READER SYSTEM POWER SUPPLY.
14. THE ELECTRICAL CONTRACTOR SHALL PERFORM THE FOLLOWING WORK ON THE EXISTING TO BE REUSED PANEL 'E16-101':
A. REMOVE ONE (1) 20 AMP 1 POLE CIRCUIT BREAKER FROM SPACE #38.
B. PROVIDE A NEW 20 AMP 3 POLE CIRCUIT BREAKER. INSTALL THE ABOVE REFERENCED CIRCUIT BREAKER IN SPACES #38, #40, #42. LABEL THE CIRCUIT
BREAKER "MAIN GATE CONTROLLER".
3" CLEAR CONCRETE COVER
2 1/4"
SET CONDUIT
SUPPORT SPACERS ON
CONCRETE BRICKS
BASE TYPE
PLASTIC
SPACER
1" SCHEDULE
40 PVC CONDUIT
FOR THE POWER
WIRING.
BASE TYPE PLASTIC SPACER.
PROVIDE 5'-0" ON CENTER
PROVIDE CAUTION
MARKER TAPE RUN ENTIRE
LENGTH
OF DUCTBANK.
FINISHED GRADE
1" SCHEDULE
40 PVC CONDUIT
FOR THE
SECURITY WIRING
2 1/4"
3" CLEAR CONCRETE COVER
SET CONDUIT SUPPORT
SPACERS ON CONCRETE
BRICKS
FINISHED GRADE
1" SCHEDULE
40 PVC CONDUIT
FOR THE POWER
WIRING.
2 1/4"
3" CLEAR CONCRETE COVER
SET CONDUIT SUPPORT
SPACERS ON CONCRETE
BRICKS
FINISHED GRADE
1" SCHEDULE
40 PVC CONDUIT
FOR THE
SECURITY WIRING
GENERAL NOTES:
A. THE 4 STRAND MULTIMODE FIBER OPTIC CABLE SHALL BE PAIGE #74KP004648 OR EQUAL.
B. THE 18/4 LOW VOLTAGE CABLE SHALL BE PAIGE #454644AXX OR EQUAL.
C. THE 18/6 LOW VOLTAGE CABLE SHALL BE PAIGE #454659AXX OR EQUAL.
D. THE CATEGOREY 6E CABLE SHALL BE PAIGE #710636XX OR EQUAL.
E. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL CABLE COLORS WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLING.
PROVIDE MAGNETIC WARNING
TAPE 12" BFG. RUN ENTIRE LENGTH
OF DUCTBANK.
PROVIDE MAGNETIC WARNING
TAPE 12" BFG. RUN ENTIRE
LENGTH OF DUCTBANK.
BASE TYPE PLASTIC
SPACER
BASE TYPE
PLASTIC SPACER
12"
[.3m]
6"
[.2m]
12"
[.3m]
6"
[.2m]
12"
[.3m]
6" MIN.
[.2m]
6"
[.2m]
6"
[.2m]
6"
[.2m]
6"
[.2m]
6" MIN.
[.2m]
6" MIN.
[.2m]
24"
[.6m]
1"
[25mm]
1"
[25mm]
1"
[25mm]
1"
[25mm]
2'-6" MIN.
[.8m]
2'-6" MIN.
[.8m]
2'-6" MIN.
[.8m]
SITE SYMBOLS - ELECTRIC
UNDERGROUND PRIMARY1ØUP 1ØUP
UNDERGROUND SECONDARY1ØUS 1ØUS
4" CONDUIT FOR EQUIPMENT
CARD READER
CLOSED CAPTION TELEVISION
AutoCAD SHX Text Y
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AutoCAD SHX Text 100'
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CCTV
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CR
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EBOX
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EBOX
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EBOX
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EBOX
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EBOX
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AutoCAD SHX Text Approved: Project Director
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AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Office of Construction and Facilities Management
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DANIEL J. WITCZAK, P.E.
AutoCAD SHX Text
MA# 53668
AutoCAD SHX Text
AutoCAD SHX Text Witczak
AutoCAD SHX Text Geary
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-006
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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SCALE
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ST
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TU
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REVISED PER 35% SUBMISSION
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