© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS © 2018 HERE
SITE
Feet0 250 500
Owner
VH
B P
ro
ject :
vh
b.co
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Site Plans
Issued for
Date Issued
Latest Issue
Issu
ed
fo
r :
Electrical Design
LN Consulting, Inc.
69 Union Street
Winooski, Vermont 05404
(802) 655-1753
Irrigation Design
Vermont Irrigation
PO Box 4275
Burlington, Vermont 05401
(802) 893-3909
City of Burlington, VT
Parks, Recreation, & Waterfront
Street Address
PO Box or Suite No.
City, State Zip
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
Waterfront Park
Regrading & Utilities
Upgrade Project
Penny Lane
Burlington, Vermont
Permitting
August 24, 2018
August 24, 2018
58
06
7.0
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Perm
ittin
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/2
4/2
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8
Sheet Index
No.Drawing Title
Latest Issue
C1.01Legend and General Notes August 24, 2018
C2.01Grading and Drainage Plan August 24, 2018
C3.01Utility Plan August 24, 2018
C4.01 Erosion and Sediment Control PlanAugust 24, 2018
C5.01 Site Details 1August 24, 2018
C5.02 Site Details 2August 24, 2018
L1.01Lighting Plan 1 August 24, 2018
L1.02Lighting Plan 2 August 24, 2018
L2.01Lighting Details August 24, 2018
Reference Drawings
No.Drawing Title
Latest Issue
Sv-1Existing Conditions Plan of Land May 3, 2018
ES.01Existing Electrical Site Plan Aug. 24, 2018
ES.11Proposed Electrical Site Plan Aug. 24, 2018
E3.01Electrical Power Riser Diagram Aug. 24, 2018
E5.01 Electrical Schedules and DetailsAug. 24, 2018
E5.02 Electrical DetailsAug. 24, 2018
E5.03 Electrical DetailsAug. 24, 2018
SIAMESE CONNECTION
ACCESSIBLE CURB RAMP
ACCESSIBLE PARKING
VAN-ACCESSIBLE PARKING
COMPACT PARKING STALLS
DOUBLE YELLOW LINE
STOP LINE
CROSSWALK
PARKING COUNT
MAJOR CONTOUR
MINOR CONTOUR
STREAM / POND / WATER COURSE
HAY BALES
SILT FENCE
DETENTION BASIN
RETAINING WALL
PROJECT DEMARCATION FENCE
STONE WALL
FENCE
TREE LINE
WIRE FENCE
PATH
WOOD GUARDRAIL
STEEL GUARDRAIL
GUY WIRE & ANCHOR
MATCHLINE
GUY POLE
HAND HOLE
PULL BOX
ELECTRIC MANHOLE
POST INDICATOR VALVE
TRANSFORMER PAD
TELEPHONE MANHOLE
UTILITY POLE
LIGHT POLE
ELECTRIC METER
WATER WELL
GAS GATE
GAS METER
FIRE HYDRANT
WATER METER
EXTRUDED CONCRETE CURB
BUILDING ENTRANCE
BOLLARD
DOUBLE SIGN
DUMPSTER PAD
SIGN
BUILDING
LOADING DOCK
MONOLITHIC CONCRETE CURB
PRECAST CONC. CURB
LIMIT OF CURB TYPE
SLOPED GRAN. EDGING
SAWCUT
VERT. GRAN. CURB
EDGE OF PAVEMENT
BITUMINOUS CURB
CURB AND GUTTER
CONCRETE CURB
GRAVEL ROAD
BITUMINOUS BERM
WETLAND LINE WITH FLAG
200' RIVERFRONT AREA
TO FLOODING
LIMIT OF DISTURBANCE
WETLAND BUFFER ZONE
NO DISTURB ZONE
FLOODPLAIN
Exist. Prop.
RIGHT-OF-WAY/PROPERTY LINE
CONSTRUCTION LAYOUT
TOWN LINE
ZONING LINE
BASELINE
BUILDING SETBACK
EASEMENT
PROJECT LIMIT LINE
PROPERTY LINE
DOUBLE CATCH BASIN CONCENTRIC
SEWER MANHOLE CONCENTRIC
FLARED END SECTION
CURB STOP & BOX
TAPPING SLEEVE, VALVE & BOX
WATER VALVE & BOX
HEADWALL
DRAIN MANHOLE CONCENTRIC
PLUG OR CAP
TRENCH DRAIN
CLEANOUT
CATCH BASIN CONCENTRIC
GUTTER INLET
MONITORING WELL
DOMESTIC WATER
FIRE PROTECTION
ELECTRIC
CABLE TV
FIRE ALARM
TELEPHONE
GAS
ROOF DRAIN
SEWER
OVERHEAD WIRE
WATER
DRAIN
UNDERDRAIN
CONSTRUCTION EXIT
HEAVY DUTY PAVEMENT
CONCRETE
TOP & BOTTOM OF WALL ELEVATION
TOP OF CURB ELEVATION
BORING LOCATION
TEST PIT LOCATION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
Prop.Exist.
RIPRAP
STEAM
FORCE MAIN
ABAN ABANDON
ACR ACCESSIBLE CURB RAMP
ADJ ADJUST
APPROX APPROXIMATE
BIT BITUMINOUS
BS BOTTOM OF SLOPE
BWLL BROKEN WHITE LANE LINE
CONC CONCRETE
DYCL DOUBLE YELLOW CENTER LINE
EL ELEVATION
ELEV ELEVATION
EX EXISTING
FDN FOUNDATION
FFE FIRST FLOOR ELEVATION
GRAN GRANITE
GTD GRADE TO DRAIN
LA LANDSCAPE AREA
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
NTS NOT TO SCALE
PERF PERFORATED
PROP PROPOSED
REM REMOVE
RET RETAIN
R&D REMOVE AND DISPOSE
R&R REMOVE AND RESET
SWEL SOLID WHITE EDGE LINE
SWLL SOLID WHITE LANE LINE
TS TOP OF SLOPE
TYP TYPICAL
CB CATCH BASIN
CMP CORRUGATED METAL PIPE
CO CLEANOUT
DCB DOUBLE CATCH BASIN
DMH DRAIN MANHOLE
CIP CAST IRON PIPE
COND CONDUIT
DIP DUCTILE IRON PIPE
FES FLARED END SECTION
FM FORCE MAIN
F&G FRAME AND GRATE
F&C FRAME AND COVER
GI GUTTER INLET
GT GREASE TRAP
HDPE HIGH DENSITY POLYETHYLENE PIPE
HH HANDHOLE
HW HEADWALL
HYD HYDRANT
INV INVERT ELEVATION
I= INVERT ELEVATION
LP LIGHT POLE
MES METAL END SECTION
PIV POST INDICATOR VALVE
PWW PAVED WATER WAY
PVC POLYVINYLCHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
R= RIM ELEVATION
RIM= RIM ELEVATION
SMH SEWER MANHOLE
TSV TAPPING SLEEVE, VALVE AND BOX
UG UNDERGROUND
UP UTILITY POLE
PARKING SETBACK
SILT SOCK / STRAW WATTLE
LegendAbbreviations
General
Utility
BORDERING LAND SUBJECT
BUILDINGS
DRAIN MANHOLE ECCENTRIC
SEWER MANHOLE ECCENTRIC
DOUBLE CATCH BASIN ECCENTRIC
CATCH BASIN ECCENTRIC
General
1. CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED
IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND
LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES
(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE [##] INCHES LOAM AND SEED.
5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM
EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.
6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.
WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE
HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH
THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT
APPROPRIATE PERMITS.
8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT
NO COST TO OWNER.
14. THIS PROJECT FALLS UNDER THE JURISDICTION OF GENERAL PERMIT 3-9020 FOR STORMWATER
RUNOFF FROM CONSTRUCTION SITES FOR LOW RISK PROJECTS. ANY MODIFICATIONS TO THE PROJECT
THAT INCREASE THE RISK TO ENVIRONMENTAL RESOURCES SHALL BE EVALUATED IN ACCORDANCE
WITH THE PERMIT REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL
PERMITTING.
Utilities
1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT
GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,
NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT
THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND
ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT
THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,
INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING
CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS
INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO
NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH
ELEVATIONS ON THE GRADING AND UTILITY PLANS.
4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC
AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND
SHALL BE SET/RESET AS FOLLOWS:
A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE
SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY
SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY,
THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN
LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR
POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE
ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY
THE UTILITIES COMPANY.
7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
A. WATER PIPES SHALL BE [TYPE(S)]
B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE
C. STORM DRAINAGE PIPES SHALL BE [TYPE(S)]
D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE
APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO
BEGINNING WORK.
8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,
INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL
BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL
FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS
INDICATED ON THE DRAWINGS.
9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS
COMPANY'S REQUIREMENTS.
10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY
THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL
MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM
DIAMETER SHALL BE 5 FEET.
Layout and Materials
1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF
PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2. CURB RADII ARE [##] FEET UNLESS OTHERWISE NOTED.
3. CURBING SHALL BE [TYPE] WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS.
4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO
THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY
PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING
CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.
6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
Demolition
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY
POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF
EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10
FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH
LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE
CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
REPRESENTATIVES.
3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE
BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT
OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO
CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE
WORK.
5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER
HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,
DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR
POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF
LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS
MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY
CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO
ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS
OR OTHER HAZARDOUS MATERIALS.
Erosion Control
1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE
AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS
IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS
(MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE
CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS
OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT
ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT
SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH
SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE
EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED
TO PREVENT EROSION.
5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT
AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.
Existing Conditions Information
1. BASE PLAN: THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY
PERFORMED ON THE GROUND BY VHB, DURING APRIL, 2018.
2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD 88.
Document Use
1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR
WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED
USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS
DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP
DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
Notes
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Legend and General
Notes
C-1.01
1
CJH PBS
R=103.82'
I=95.5' 24"RCP (P1)
I=95.3' 24"RCP (P2)
(P
1
)
(P2)
(P3)
(P
4)
(
P
5
)
(P
6
)
(P7)
R=104.24'
I=98.4' 24"RCP (P62)
I=98.8' 24"RCP (P63)
R=103.55'
=98.4' 24"RCP (P63)
=98.8' 24"RCP (P64)
(P
61)
C
O
N
C
.
(P
6
3
)
(P
6
4
)
R=102.91'
I=100.2' 12"RCP (P5)
I=100.2' 18"RCP (P6)
I=100.2' 12"RCP (P7)
R=103.67'
I=98.6' 12"RCP (P60)
I=98.2' 12"RCP (P61)
R=102.37'
I=95.2' 24"RCP (P3)
I=95.1' 24"RCP (P4)
I=95.2' 12"RCP (P5)
R=103.14'
I=95.4' 24"RCP (P2)
I=95.2' 24"RCP (P3)
R=103.89'
105
1
0
5
1
0
4
1
0
4
1
0
4
106
106
1
0
4
1
0
3
104
1
0
4
104
1
0
4
1
0
4
105
1
0
6
1
0
4
1
0
5
1
0
5
103
1
0
3
1
0
4
1
0
5
103
1
0
4
105
103
103
1
0
4
104
1
0
5
1
0
3
1
0
3
1
0
4
104
1
0
5
1
0
5
103
1
0
3
1
0
4
104
1
0
5
105
105
1
0
4
1
0
4
14" ASP
12" ASP
16" ASP
12" ASP
12" ASP
2" CRAB APPLE
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MOWED GRASS AREA
MOWED GRASS AREA
EXISTING IRRIGATION LINE (TYP)
S
T
O
N
E
L
IN
E
D
S
W
A
L
E
S
T
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W
A
L
E
APPROXIMATE
LOCATION OF 10" CAST
IRON WATER MAIN
EV2
EV3
EV1
105
1
0
5
105
105
1
0
4
104
1
0
4
-
1
.9
%
-1.7%
-2
.4
%
-1
.9
%
AREA OF 12" THICK
LAYER OF CLEAN
COVER MATERIAL
PROPOSED YARD DRAIN WITH
PERFORATED PIPE (TYP)
APPROXIMATE LIMITS OF
PROPOSED GRADING FOR
EVENT SPACE IMPROVEMENTS
CUT ZONE, UP TO 1'-0"
MAX CUT FROM EXISTING
TO FINISH GRADE
CUT ZONE, UP TO 0'-6"
MAX CUT FROM EXISTING
TO FINISH GRADE
APPROXIMATE LIMITS OF
INDICATOR FABRIC (TO
ALLOW TRANSITION TO
EXISTING GRADE)
APPROXIMATE LIMITS OF EVENT AREA
EXCLUDED FROM PROJECT AREA
ASSOCIATED WITH 1990 ACT 250 PERMIT
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Grading & Drainage Plan
2
TAS PBS
Feet60300 15
R=103.82'
I=95.5' 24"RCP (P1)
I=95.3' 24"RCP (P2)
(P
1
)
(P2)
(P3)
(P
4)
(
P
5
)
(P
6
)
(P7)
R=104.24'
I=98.4' 24"RCP (P62)
I=98.8' 24"RCP (P63)
R=103.55'
I=98.4' 24"RCP (P63)
I=98.8' 24"RCP (P64)
(P
61)
C
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(P62)
(P
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(P
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R=102.91'
I=100.2' 12"RCP (P5)
I=100.2' 18"RCP (P6)
I=100.2' 12"RCP (P7)
R=103.67'
I=98.6' 12"RCP (P60)
I=98.2' 12"RCP (P61)
R=102.37'
I=95.2' 24"RCP (P3)
I=95.1' 24"RCP (P4)
I=95.2' 12"RCP (P5)
R=103.14'
I=95.4' 24"RCP (P2)
I=95.2' 24"RCP (P3)
R=103.89'
14" ASP
12" ASP
16" ASP
12" ASP
12" ASP
2" CRAB APPLE
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EXISTING IRRIGATION LINE (TYP)
EXISTING UNDERGROUND
ELECTRIC LINE
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LOCATION OF 10" CAST
IRON WATER MAIN
EV2
EV3
EV1
PROPOSED YARD DRAIN WITH
PERFORATED PIPE (TYP)
UTILITY WORK OUTSIDE OF
REGRADING ZONE TO BE
PERFORMED USING
TRENCHING MACHINE
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W
CONNECT TO EXISTING
2" IRRIGATION SERVICE
REPLACE EXISITNG
WATER FOUNTAIN IN
PARK (SEE DETAIL)
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Utility Plan
C-3.01
3
TAS PBS
Feet60300 15
C
O
N
C
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STABILIZED CONSTRUCTION
ENTRANCE
PROJECT
DEMARCATION FENCE
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PERVIOUS PAVER SURFACE TO BE PROTECTED
THROUGHOUT CONSTRUCTION COORDINATE
CONSTRUCTION ENTRANCE LOCATION WITH CITY
INLET PROTECTION
of
Project Number
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Erosion and
Sediment Control Plan
C4.01
4
TAS PBS
Feet60300 15
EROSION CONTROL NOTES
1. CONTACT CITY OF BURLINGTON DPW STORMWATER ADMINISTRATOR AT LEAST 24
HOURS PRIOR TO START OF CONSTRUCTION ACTIVITY (802) 540-1748.
2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO EARTH
DISTURBANCE. EROSION CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED
DAILY IN ORDER TO MINIMIZE THE DISCHARGE OF SEDIMENT TO THE CITY DRAINAGE
SYSTEM. MAINTAIN SEDIMENT CONTROLS UNTIL SITE IS FULLY STABILIZED.
3. THE ACCESS POINTS TO THE PROJECT AND NEARBY PORTIONS OF SURROUNDING CITY
STREETS SHALL BE INSPECTED DAILY AND PRIOR TO FORECAST PRECIPITATION EVENTS.
SEDIMENT DEPOSITED BY VEHICLE TRACKING SHALL BE REMOVED BY SWEEPING AS
NEEDED AND PRIOR TO FORECAST PRECIPITATION.
4. NO VEHICLE OR EQUIPMENT PARKING OR MATERIAL STAGING SHALL OCCUR WITHIN
THE CITY ROW WITHOUT PERMISSION FROM THE CITY OF BURLINGTON DEPARTMENT
OF PUBLIC WORKS.
5. THE NEW AND EXISTING STORMWATER DRAINAGE SYSTEM SHALL BE FREE FROM
SEDIMENT AND CONSTRUCTION DEBRIS AT THE COMPLETION OF CONSTRUCTION, AND
PRIOR TO TRANSFER OF THE SITE TO THE OWNER.
6. DISTURBED AREAS SHALL BE STABILIZED WITH TOPSOIL, SEED AND MULCH, STONE,
CONCRETE, PAVEMENT, OR OTHER APPROVED MEANS WITHIN 14 DAYS OF INITIAL
DISTURBANCE.
7. SILT FENCE OR OTHER APPROVED SILT BARRIER SHALL BE INSTALLED AT THE
DOWNSLOPE PERIMETER OF ALL SOILS STOCKPILES.
8. THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS NECESSARY TO KEEP THE NEW
STORMWATER SYSTEM FREE OF SEDIMENT AND DEBRIS DURING THE CONSTRUCTION
PERIOD. DO NOT ALLOW RUNOFF FROM DISTURBED AREAS TO DRAIN THESE FEATURES
UNTIL THEY HAVE RECEIVED FINAL STABILIZATION.
Conceptual Landscape Section
N.T.S.Source: VHB
LD_
11/15
EXISTING ONSITE MATERIAL
TO BE PLACED IN FILL ZONE
FILL ZONE: ONSITE
MATERIAL OR APPROVED
CLEAN IMPORTED SOIL
12" CLEAN COVER MATERIAL
(6" MIN TOP SOIL)
EXISTING GRADE
PROPOSED GRADE
INDICATOR FABRIC
6" MIN
6" MIN
END INDICATOR FABRIC WHERE
GRADE TRANSITIONS TO LESS
THAN 6" OF COVER MATERIAL
Underdrain (UD)
N.T.S.Source: VHB
LD_184
1/16
2" WASHED
STONE
PERFORATED PIPE
FILTER FABRIC
COMPACTED
COMMON FILL
FINISH
GRADE
6"
PIP
E D
IA
.12"
12" PIPE DIA. 12"
18" (MIN.)
OVERLAP
4" MIN TOPSOIL
NOTES:
1. STRENGTH - 5,000 PSI @ 28 DAYS.
2. STEEL REBAR - ASTM-A-79, GRADE 60 1" MIN.
3. DESIGN LOADING - AASHTO HS20-44.
4. SEE UTILITY PLAN FOR WATERLINE SIZES.
5. METER SHALL BE SENSUS OMNI C2 (REGISTER IN GALLONS). CONNECT
METER TO SENSUS TOUCHREAD ECR/WP WITH REMOTE TOUCHPAD
MODULE, TO BE MOUNTED ABOVE-GRADE ADJACENT TO VAULT.
FURNISH AND INSTALL WIRING AND CONDUIT FROM METER TO
PEDESTAL, PER NEC/NFPA 70 REQUIREMENTS.
6. BACKFLOW PREVENTER SHALL BE ZURN MODEL 350A DOUBLE CHECK
VALVE BACK FLOW PREVENTER.
7. COPOLYMER STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL
DEPTH OF THE STRUCTURE.
8. ALL FITTINGS & JOINTS SHALL BE FLANGED, 200 PSI RATED
9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EQUIPMENT AND
AND VAULT TO WORK WITH ALL REQUIRED FITTINGS SHOWN
A'A
Water Meter VaultN.T.S
6"
MIN
MORTAR (TYP)
ZZ'xZZ' MINIMUM PRECAST WATER METER
VAULT BY CAMP PRECAST OR APPROVED EQUAL.
METER VAULT SIZED TO ACCOMMODATE PIPE,
FITTINGS, METER , BACKFLOW PREVENTER AND
GATE VALVES AS SHOWN
FLEXIBLE BUTIMASTIC SEALANT ALL
JOINTS, DOUBLE LAYER, 1-1/4" WIDTH.
GROUT ALL EXTERIOR JOINTS (TYP)
FLEXIBLE MANHOLE SLEEVE,
LOCKJOINT OR APPROVED
EQUAL (TYP)
FLOW
APPLY 2 COATS OF
ASPHALTIC SEALANT TO
EXTERIOR SURFACE OF VAULT
8"
(MIN)
8"
8"
12"
MIN
10"
7'-0" M
IN
3
4
" CRUSHED STONE
VAOT 704.02B
CAST-IN-PLACE
CONCRETE 3000 PSI
MIN.COMPRESSIVE
STRENGTH
5'-6"
MIN
CAST IRON FRAME & COVER WITH
LABEL "WATER", 30" MIN DIA. OPENING,
WITH CONCEALED PICK HOLES
PRECAST CONCRETE
RISERS (TYP)
FINISH GRADE TO SLOPE AWAY
FROM FRAME AND COVER
FLOW
SUMP
5'-0"
10'-0"
FLOW
SLO
PE
SLOPE
S
L
O
P
E
WATER METER
BACKFLOW PREVENTER
PLAN
SECTION A-A'
PRESSURE REDUCING VALVE
WATER METER
BACKFLOW
PREVENTER
PRESSURE
REDUCING VALVE
Waterline Trench
N.T.S.Source: VHB
LD_
02/17
1
1
NOTES
1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH
DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS,
PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE
SPECIAL SECTION REQUIREMENTS.
2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.
3. FOR HDPE PIPE, DIMENSION IS 24".
4. BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, AND
UNIFORM SUPPORT FOR THE FULL LENGTH OF THE PIPE.
5. NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE
TO INSURE PIPE IS NOT DAMAGED.
COMPACTED BEDDING
HAND TAMPED HAUNCHING
WARNING TAPE
DEPTH AND SURFACE
TREATMENT VARIES
UNDISTURBED SUBGRADE IF
UNSUITABLE MATERIAL IS
REMOVED, REPLACE WITH
3
4
"
CRUSHED STONE VAOT 704.02B
12"
(MIN.)
6"
(M
IN
.)
PIP
E
DIA
.12"
6'-0" M
IN
IM
UM
CO
MP
AC
TED
BED
DIN
G
SAWCUT
COMPACTED GRANULAR
FILL COMPACTED TO
MIN. 95%
COMMON FILL/ORDINARY
BORROW COMPACTED TO
MIN. 85%
PAVED AREA
SEE APPLICABLE
PAVEMENT SECTION LANDSCAPED AREA
SAND BLANKET,
VAOT ITEM 703.03A
3
4
" CRUSHED STONE VAOT
704.02B IN WET AREA, SAND
BLANKET VAOT 703.03A
ELSWHERE, AS DETERMINED BY
THE ENGINEER
PIPE TRACER WIRE FOR
NON-CONDUCTIVE
MATERIALS
DEPTH VARIES
ELKAY Water Fountain
N.T.S.Source: ELKAY
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Site Details (1 of 2)
C5.01
5
TAS PBS
Barrier Mesh Tape or Rope
N.T.S.Source: VHB
LD_VT
08/16
4' (M
IN
.)
GRADE STAKE (TYP)
NOTES
1. BARRIER MESH TAPE OR ROPE SHALL BE INSTALLED ALONG THE
PERIMETER OF THE PROJECT AREA TO DEMARCATE THE LIMIT OF
DISTURBANCE. NO EARTHWORK OR STORAGE OF MATERIALS SHALL BE
CONDUCTED BEYOND THIS LIMIT WITHOUT PRIOR APPROVAL FROM THE
OSPC.
2. USE 3" ORANGE BARRIER MESH TAPE OR 1/2" YELLOW POLYPROPYLENE
ROPE.
3. WITHIN 50' OF WATER RESOURCE AREAS, USE 2-3 ROWS OF TAPE OR
ROPE. BEYOND 50' OF WATER RESOURCE AREAS USE 1 ROW OF TAPE OR
ROPE.
4. TAPE OR ROPE MAY BE FASTENED TO STAKES, TREES, OR OTHER
APPROPRIATE FIXED OBJECTS.
5. PROJECT DEMARCATION SHALL NOT CROSS ACTIVE ACCESS ROUTES
(E.G. ROADS). PROJECT DEMARCATION MAY CROSS RESOURCES AREAS
WITH EXCEPTION OF LARGER WATER BODIES WHERE IT IS NOT FEASIBLE
OR ADVISABLE.
6. PROJECT DEMARCATION SHALL REMAIN IN PLACE AND BE
MAINTAINED/REPLACED AS NEEDED UNTIL FINAL STABILIZATION IN THE
AREA HAS BEEN ACHIEVED.
NO. 11 GAUGE WIRE
TYPICAL STAPLES
10"
6"
2 FEET ON CENTER.
STAPLE OUTSIDE EDGE
ON 18 INCH CENTERS.
REQUIRED. STAPLES
WIDTHS ARE
TWO OR MORE STRIP
JUTE STRIP WHERE
4 INCH OVERLAP OF
1-1/2"1-1/2"
6"
OVERLAP
WIDTH
VARIES
A.
* INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS
BURY THE TOP END OF THE JUTE STRIPS IN A TRENCH 6
INCHES OR MORE IN DEPTH. SECURE WITH ROW OF
STAPLES IN VERTICAL TRENCH WALL, 6 INCH SPACING, 4
INCHES DOWN FROM TOP OF TRENCH
OVERLAP - BURY UPPER END OF LOWER STRIP AS
IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4 INCHES
AND STAPLE.
EROSION STOP - FOLD OF JUTE
BURIED IN SLIT TRENCH AND TAMPED;
DOUBLE ROW OF STAPLES.
B.
C.
D.
Erosion Control Blanket Swale Installation
N.T.S.Source: VHB
LD_681-VT
08/16
MULCH MATERIAL AND APPLICATIONMULCH MATERIAL
QUALITY STANDARDS PER 1,000 SQ-FTPER ACRE
DEPTH OF
APPLICATION
1. APPLY TACKIFIER AS NEEDED TO MINIMIZE POTENTIAL FOR MULCH TO
BLOW AWAY.
2. MULCH MUST NOT CONTAIN INVASIVE PLANT SPECIES. (SEEDS OR
SEEDLINGS)
3. TACKIFIER MAY BE WATER, NETTING, OR SIMILAR.
4. OTHER THAN EROSION CONTROL MIX, MULCH IS NOT TO BE INSTALLED
ON SLOPES > 3:1.
Mulching Notes and Specifications
N.T.S.Source: VHB
LD_VT
08/16
TEMPORARY SEEDING
1. AREA TO BE SEEDED MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE.
2. SEEDING METHOD TO RESULT IN GOOD SOIL TO SEED CONTACT.
3. AFTER SEEDING, MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/AC (APPROX 90 LBS/1,000 SF OR 2
BALES/1,000 SF); SEE MULCH DETAIL AND SPECIFICATIONS.
4. MULCH ANCHORING MAY BE NEEDED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE POSSIBLE.
5. WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BE
USED IF APPLIED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.
PERMANENT SEEDING
1. SEE SEEDDING SPECIFICATIONS FOR RECOMMENDED SEED MIXES. USE RIPARIAN AND WETLAND SEEDING MIX
WITHIN 50 FEET OF STREAM CROSSINGS AND IN DISTURBED WETLAND AREAS. USE UPLAND NATURAL
COMMUNITY MIX WITHIN AREAS IDENTIFIED AS SIGNIFICANT NATURAL COMMUNITIES. USE PERMANENT
SEEDING MIX FOR ALL OTHER DISTURBED.UPLAND AREAS. SEE VERMONT STANDARDS AND SPECIFICATIONS
FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL SEED MIXTURES.
2. AREA TO BE SEEDED MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE; CHISELING OR DISKING MAY
BE NEEDED IF SOIL IS COMPACTED.
3. SEEDING METHOD TO RESULT IN GOOD SOIL TO SEED CONTACT.
4. PERMANENT SEEDING TO OCCUR PRIOR TO SEPTEMBER 15TH UNLESS WEATHER PERMITS SEEDING BEYOND
SEPTEMBER 15TH.
5. AFTER SEEDING, MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/AC (APPROX 90 LBS/1,000 SF OR 2
BALES/1,000 SF); SEE MULCH DETAIL AND SPECIFICATIONS.
6. MULCH ANCHORING MAY BE NEEDED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE POSSIBLE.
7. WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BE
USED IF APPLIED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.
8. IRRIGATION MAY BE NEEDED TO FACILITATE GRASS GROWTH AND ESTABLISH ADEQUATE GRASS COVER.
TEMPORARY SEEDING MIXTYPE SEASON
RATE (LBS/ACRE)
PERMANENT SEEDING MIX*TYPE SEASON
RATE (LBS/ACRE)
RIPARIAN AND WETLAND SEEDING MIXTYPE SEASON
RATE (LBS/ACRE)
UPLAND NATURAL COMMUNITY MIXTYPE SEASON
RATE (LBS/ACRE)
Seeding Notes and Specifications
N.T.S.Source: VHB
LD_VT
08/16
FLOW
NOTES
1. WOVEN WIRE FENCE REINFORCEMENT IS REQUIRED WITHIN 50 FT UPSLOPE OF RECEIVING WATERS.
2. WHERE REQUIRED FENCE SHALL BE WOVEN WIRE, MIN. 14 GAUGE WITH A 6" MESH OPENING SHALL BE
USED.
3. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT.
4. POST SPACING FOR WIRE BACKED FENCE SHALL BE 10 FT. MAX. FOR FILTER CLOTH FENCE WHEN
ELONGATION IS >50%, POST SPACING SHALL NOT EXCEED 4 FT. FOR FILTER CLOTH FENCE WHEN
ELONGATION IS <50%, POST SPACING SHALL NOT EXCEED 6 FT.
5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY 6 INCHES
AND FOLDED.
6. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.
7. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHES
HALF OF FABRIC HEIGHT.
8. SILT FENCE SHALL NOT BE USED TO DEMARCATE LIMITS OF DISTURBANCE.
Silt Fence/ Reinforced Silt Fence Barrier
N.T.S.Source: VHB
LD_650-VT
08/16
PLACE 4" OF FABRIC
ALONG TRENCH AWAY
FROM PROTECTED AREA
BACKFILL AND COMPACT
6" MIN.
EMBEDMENT
A
B A
B
WOOD STAKE
JOINT DETAIL
STAPLE
STAPLE
16" (M
IN
.)
20" (M
IN
.)
WORK
AREA
PROTECTED
AREA
UNDISTURBED
AREA
TOP OF
GROUND
SEE NOTE #4
SILT FENCE
1
1
2
" X 1
1
2
" X 4' WOOD STAKE
OR APPROVED EQUAL
Stabilized Construction Exit
N.T.S.Source: VHB
LD_682-VT
1/16
3' 5
:1
PLAN VIEW
CROSS-SECTION
1
1
2
" CRUSHED STONE
FILTER
FABRIC
MOUNTABLE BERM
EXISTING
PAVEMENT
50' (MIN.)
SITE
8" (MIN.)
25'
(M
IN
.)
10'
10'
EXISTENCE
PAVEMENT
10' (MIN.)
50' (MIN.)
SITE
NOTES
1. AGGREGATE SIZE: USE A MATRIX OF 1 TO 4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE
EQUIVALENT.
2. LENGTH: NOT LESS THAN 50 FEET (EXCEPT ON SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM
LENGTH APPLIES)
3. THICKNESS: NOT LESS THAN EIGHT (8) INCHES
4. WIDTH: TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT MINIMUM IF THERE IS ONLY ONE ACCESS
TO THE SITE.
5. GEOTEXTILE MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE
6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EXITS SHALL BE PIPED
BENEATH THE EXIT. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
PERMITTED.
7. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR
TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT
REQUIREMENTS.
NOTES
1. FIBER ROLL SHALL BE PLACED IN SHALLOW TRENCH UP TO 4", WHERE FEASIBLE, PLACING SOIL
REMOVED FROM TRENCH BEHIND THE ROLL.
2. FIBER ROLLS SHALL BE ANCHORED WITH 2" BY 2" WOODEN STAKES (36" LONG), OR SIMILAR, WHERE
FEASIBLE, EITHER INSTALLED THROUGH CENTER OF ROLL (AS SHOWN) OR PLACED ON BOTH SIDES
OF ROLL.
3. STAKES TO BE PLACED 4 FT APART, MINIMUM.
4. SINGLE OR DOUBLE STACKED STAKED FIBER ROLLS TO BE INSTALLED WHERE SOIL DEPTH ALLOWS.
WHERE SHALLOW TO BEDROCK, PYRAMID FIBER ROLLS TO BE UTILIZED WITH STAKES, AS FEASIBLE.
5. FIBER ROLLS TO BE REPLACED OR REPLENISHED AS NEEDED DURING ACTIVE EARTH WORK.
6. PERIMETER CONTROLS SHALL NOT CROSS ACTIVE ACCESS ROUTES (E.G., ROADS) OR ACTIVE FLOW
PATHS (E.G., STREAMS/RIVERS).
7. PERIMETER CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED/REPLACED AS NEEDED UNTIL
FINAL STABILIZATION IN AREA HAS BEEN ACHIEVED.
SHALLOW BEDROCK / PYRAMID FIBER ROLL
SINGLE STAKED FIBER ROLL STACKED STAKED FIBER ROLL
BEDROCK
Staked Fiber Roll
N.T.S.Source: VHB
LD_VT
08/16
WOODEN STAKE
FIBER ROLL
EXISTING GRADE
WOODEN STAKE
WOODEN STAKE
FIBER ROLL
FIBER ROLL
EXISTING GRADEEXISTING GRADE
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
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b.co
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Site Details (2 of 2)
C5.02
6
TAS PBS
P
E
N
N
Y
L
A
N
E
14" ASP
12" ASP
16" ASP
12" ASP
12" ASP
2" CRAB APPLE
U
G
E
UG
E
UG
E
UG
E
UG
E
U
G
E
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
U
G
E
U
G
E
B
IT
U
M
IN
O
U
S
B
IK
E
P
A
T
H
B
IT
U
M
IN
O
U
S
B
IK
E
P
A
T
H
B
IT
U
M
IN
O
U
S
B
IK
E
P
A
T
H
M
E
T
A
L
F
E
N
C
E
M
E
T
A
L
F
E
N
C
E
M
E
T
A
L
F
E
N
C
E
B
I
T
U
M
I
N
O
U
S
B
I
K
E
P
A
T
H
CO
NC
. W
ALK
CO
NC
. W
ALK
CO
NC
. W
ALK
CON
C. WA
LK
D
R
IV
A
B
L
E
G
R
A
S
S
D
R
IV
A
B
L
E
G
R
A
S
S
D
R
IV
A
B
L
E
G
R
A
S
S
D
R
IV
A
B
L
E
G
R
A
S
S
MOWED GRASS AREA
MOWED GRASS AREA
EXISTING IRRIGATION LINE (TYP)
EXISTING UNDERGROUND
ELECTRIC LINE
S
T
O
N
E
L
IN
E
D
S
W
A
L
E
S
T
O
N
E
L
IN
E
D
S
W
A
L
E
APPROXIMATE
LOCATION OF 10" CAST
IRON WATER MAIN
A
A
AA
A
A
A
A
A
A
A
A
A
A
A
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Lighting Plan
LA-1.00
7
MKW PBS
Feet60300 15
DB6 - 14'Pole:
Mounting Arm: SLA17
Architectural Area Lighting
Lamp:
Options:
Color:
Manufacturer:
Optics:
Fixture:
Fixture A
32 Watt LED - 4,000k
Black
GFCI, (2) Banner Arms
UCM - (Universe Collection)
Type III
FIXTURE AND POLE SPECIFICATIONS
BlackPole Color:
Lens: Flat
Hood: Straight, No Luminous Element
U
G
E
UG
E
UG
E
UG
E
CO
NC
. W
ALK
CO
NC
. W
ALK
PD
F
PD
F
PD
F
PD
F
P
D
F
P
D
F
PD
F
P
D
F
P
D
F
WW
W2"W
CONNECT TO EXISTING
2" IRRIGATION SERVICE
A
A
A
A
A
A
A
A
A
A
AA
A
A
A
A
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
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b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Lighting Plan
LA-1.10
8
MKW PBS
Feet60300 15
DB6 - 14'Pole:
Mounting Arm: SLA17
Architectural Area Lighting
Lamp:
Options:
Color:
Manufacturer:
Optics:
Fixture:
Fixture A
32 Watt LED - 4,000k
Black
GFCI, (2) Banner Arms
UCM - (Universe Collection)
Type III
FIXTURE AND POLE SPECIFICATIONS
BlackPole Color:
Lens: Flat
Hood: Straight, No Luminous Element
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
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b.co
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Permitting
Not Approved for Construction
Aug. 24, 2018
9
58067.00
Lighting Details
LA-2.00
9
MKW PBS
SCALE 1/2" = 1'-0"
LA-2.00
A
LIGHT POLE BASE
2'-0"
OR AS NOTED
C
L
±14'-0" M
OU
NT
IN
G H
EIG
HT
LIGHT FIXTURE
PLAN VIEW
LIGHT POLE BASE
NOTES:
1. CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR LIGHT FIXTURE, POLE,
AND ALL HARDWARE, FOR REVIEW AND APPROVAL
BY LANDSCAPE ARCHITECT.
LIGHT POLE
REFER TO LIGHTING PLAN FOR SPECIFICATIONS
LIGHTPOLE
MOUNTING ARM
REFER TO LIGHTING PLAN FOR SPECIFICATIONS
LIGHT FIXTURE - (Fixture A)
LUMINAIRE
REFER TO LIGHTING PLAN FOR SPECIFICATIONS
24"
48"
9'-0" C
lear from
finished grade
to bottom
of banner
BANNER ARM,SLIP FITTED THROUGH POLE
REFER TO LIGHTING PLAN FOR SPECIFICATIONS
BANNER ARM
SLIP FITTED THROUGH POLE
LIGHT POLE BASE
SCALE 1/2" = 1'-0"
7'
24"
MAINTAIN A 3" MINIMUM
COVERAGE ON ALL BARS
3"
POLE BASE COVER
POLE BASE WITH 1" GROUT
BASEPLATE AND S.S. ANCHOR BOLTS
(AS PER MANUFACTURERS SPECS.)
WIRE ANCHOR RODS
TO REINFORCING
CONCRETE FOOTING 35OO PSI
PVC ELECTRICAL CONDUIT, TYP.
FOR LIGHTING AND SEPARATE
GFCI RECEPTACLES
6-#5 BARS WITHIN A
6x6 10/10 W.W.F. CAGE
NOTES:
1. POLE BASE IS TO BE ONE CONTINUOUS POUR.
2. THE CONTRACTOR WILL TAKE SPECIAL CARE TO INSURE CONCRETE POLE BASES ARE
INSTALLED ABSOLUTELY VERTICAL AND LEVEL.
3. REFER TO SITE PLAN AND LAYOUT DETAILS FOR PROPER HORIZONTAL LAYOUT OF THE
POLE BASES WITH THE SURROUNDING PAVEMENT SURFACES.
CLAMP SUITABLE FOR
DIRECT BURIAL
#8 BARE GROUND WIRE
INSTALL WITH A
SEPERATE CONDUIT
INTO CONCRETE BASE
3/4" Dia. x 8'-0" COPPER
CLAD GROUNDING ROD
LIGHT POLE BASE TO BE
2" ABOVE FINISH GRADE
W/ 45 DEGREE CHAMFERED EDGE
2"
AB
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
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Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Review
Not Approved for Construction
Jul. 19, 2018
9
58067.00
Electrical Demolition
Site Plan
1
JEA JEA
Feet60300 15
Permitting Aug. 24, 2018
65428
105.27
CP
.S1
65429
105.42
CP
.S1
65430
105.42
CP
.S1
65431
105.27
CP
.S1 E
16" DECIDUOUS TREE
12" DECIDUOUS TREE
12" DECIDUOUS TREE
2" DECIDUOUS TREE
R=103.82'
I=95.5' 24"RCP (P1)
I=95.3' 24"RCP (P2)
(P
1
)
(P2)
(P3)
(P
4)
(
P
5
)
(P
6
)
(P7)
R=104.24'
I=98.4' 24"RCP (P62)
I=98.8' 24"RCP (P63)
R=103.55'
I=98.4' 24"RCP (P63)
I=98.8' 24"RCP (P64)
(P
61)
CON
C. WALK
CO
NC
. W
ALK
CO
NC
. W
ALK
B
IT
U
M
IN
O
U
S
B
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B
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IN
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B
IK
E
P
A
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B
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B
IK
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M
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A
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A
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C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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R
IP
-R
A
P
R
IP
-R
A
P
CO
NC
. W
ALK
C
C
C
C
CO
NC
. W
ALK
P
E
N
N
Y
L
A
N
E
G
R
A
V
E
L
D
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IV
E
A
B
L
E
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A
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B
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A
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D
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E
A
B
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A
S
S
TELEPHONE PEDESTAL
ELECTRICAL PANEL BOARD
ELECTRICAL PANEL BOARD
ELECTRICAL EQUIP. ON CONC PAD
ELECTRICAL BOX
IRRIGATION WATER LINES
IRRIGATION CONTROL VALVE
C
O
N
C
.
UG ELECTRIC
MOWED GRASS AREAMOWED GRASS AREA
UG ELECTRIC
E
O
P
(P62)
(P
6
3
)
(P
6
4
)
R=102.91'
I=100.2' 12"RCP (P5)
I=100.2' 18"RCP (P6)
I=100.2' 12"RCP (P7)
R=103.67'
I=98.6' 12"RCP (P60)
I=98.2' 12"RCP (P61)
R=102.37'
I=95.2' 24"RCP (P3)
I=95.1' 24"RCP (P4)
I=95.2' 12"RCP (P5)
R=103.14'
I=95.4' 24"RCP (P2)
I=95.2' 24"RCP (P3)
105
104
103
1
0
3
1
0
4
1
0
4
1
0
4
1
0
31
0
4
105
104
1
0
4
1
0
4
104
1
0
5
1
0
6
106
1
0
6
105
104
103
R=103.89'
BOLLARD LIGHT (TYP.)
C
C
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
1
0
4
TELEPHONE PEDESTAL
ELECTRICAL EQUIP. ON CONC. PAD
CATV HANDHOLE
14" DECIDUOUS TREE
RIP
-RA
P
RIP
-RA
P
RIP-RAP
LA
KE C
HA
M
PLA
IN
16" DECIDUOUS TREE
24" DECIDUOUS TREE
22" DECIDUOUS TREE
10" DECIDUOUS TREE
12" DECIDUOUS TREE
10" DECIDUOUS TREE
12" DECIDUOUS TREE
18" DECIDUOUS TREE
18" DECIDUOUS TREE
24" DECIDUOUS TREE
12" DECIDUOUS TREE
Existing Conditions
Plan of Land
Sv-1
1
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
Date
58067.00 BPRW
WATERFRONT PARK
Penny Lane
Burlington, Vermont
May 3, 2018
1
58067.00
SCALE IN FEET
030 30 60
WELL
BITUMINOUS CURB
BC
MONITORING WELL
DRAIN MANHOLE
CATCH BASIN
SEWER MANHOLE
MANHOLE
WATER GATE
FIRE HYDRANT
LIGHT POLE
Legend
...
CC
CONCRETE CURB
BB
SGE
VGC
BITUMINOUS BERM
OHW
E
T
W
G
EDGE OF PAVEMENT
VERTICAL GRANITE CURB
SLOPED GRANITE EDGE
CHAIN LINK FENCE
DRAINAGE LINE
SEWER LINE
OVERHEAD WIRE
UNDERGROUND ELECTRIC
TELEPHONE LINE
GAS LINE
WATER LINE
D
S
EOP
BOLLARD w/LIGHT
vh
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m
101 Walnut Street
PO Box 9151
Watertown, MA 02471
617.924.1770
VT GRID
TIC
ELECTRIC BOX
CATV HANDHOLE
TELEPHONE PEDESTAL
IRRIGATION CONTROL VALVE
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Review
Not Approved for Construction
Jul. 19, 2018
9
58067.00
Electrical New Work
Site Plan
1
JEA JEA
Feet60300 15
Permitting
Permitting Aug. 24, 2018
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Review
Not Approved for Construction
Jul. 19, 2018
9
58067.00
Electrical Power
Riser Diagram
1
JEA JEA
Permitting Aug. 24, 2018
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Review
Not Approved for Construction
Jul. 19, 2018
9
58067.00
Electrical Schedules
and Details
1
JEA JEA
Permitting Aug. 24, 2018
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Review
Not Approved for Construction
Jul. 19, 2018
9
58067.00
Electrical Details
1
JEA JEA
Permitting Aug. 24, 2018
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.
vh
b.co
m
Date
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
BPRW Waterfront Park
Penny Lane
Burlington, Vermont
Review
Not Approved for Construction
Jul. 19, 2018
9
58067.00
Electrical Details
1
JEA JEA
Permitting Aug. 24, 2018
ByDateDescriptionRev.
File:
North
Scale:
Date:
Checked By:
Revisions:
Drawn By:
Title
Sheet Number:
Project Number:
12/12/2013
Burlington, Vermont
131 C h u r c h S t r e e t
B u r l i n g t o n, V T 0 5 4 0 1
s e g r o u p
tel: 8 0 2. 8 6 2. 0 0 9 8
fax: 8 0 2. 8 6 5. 2 4 4 0
w w w . s e g r o u p . c o m
s e g r o u p
WATERFRONT PARK EVENT
AND IMPROVEMENTS
AMENDMENT
mkw
mkw
1"=30'
L1.0
LIGHTING PLAN
0 15' 30' 60'
Graphic Scale: 1"=30'
0.50
0.25
1.00
ISO-CONTOUR KEY
DB6 - 14'Pole:
Mounting Arm: SLA17 or SLA20 (TBD)
Architectural Area Lighting
Lamp:
Options:
Color:
Manufacturer:
Optics:
Fixture:
Fixture A
32 Watt LED - 4,000k
Black
GFCI, (2) Banner Arms
UCM - (Universe Collection)
Type III
FIXTURE AND POLE SPECIFICATIONS
BlackPole Color:
Lens: Flat
Hood: Straight, No Luminous Element
ByDateDescriptionRev.
File:
North
Scale:
Date:
Checked By:
Revisions:
Drawn By:
Title
Sheet Number:
Project Number:
12/12/2013
Burlington, Vermont
131 C h u r c h S t r e e t
B u r l i n g t o n, V T 0 5 4 0 1
s e g r o u p
tel: 8 0 2. 8 6 2. 0 0 9 8
fax: 8 0 2. 8 6 5. 2 4 4 0
w w w . s e g r o u p . c o m
s e g r o u p
WATERFRONT PARK EVENT
AND IMPROVEMENTS
AMENDMENT
mkw
mkw
1"=30'
L1.1
LIGHTING PLAN
0 15' 30' 60'
Graphic Scale: 1"=30'
0.50
0.25
1.00
ISO-CONTOUR KEY
DB6 - 14'Pole:
Mounting Arm: SLA17 or SLA20 (TBD)
Architectural Area Lighting
Lamp:
Options:
Color:
Manufacturer:
Optics:
Fixture:
Fixture A
32 Watt LED - 4,000k
Black
GFCI, (2) Banner Arms
UCM - (Universe Collection)
Type III
FIXTURE AND POLE SPECIFICATIONS
BlackPole Color:
Lens: Flat
Hood: Straight, No Luminous Element
| 1 |
UCM (LED) – Universe Medium Housing Scale TYPE
ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12
1. LUMINAIRE UCM Universe medium
SPECIFICATIONS
HOUSING The driver compartment shall be one-piece die cast aluminum. The luminous rings shall be clear acrylic with an internal lens. The hood and spacers shall be heavy gauge spun aluminum with hemmed edges for added rigidity. All internal and external hardware shall be stainless steel. The bottom of the luminaire shall consist of die cast aluminum door frame and ring assembly. The hood ring assembly shall be fully sealed with a molded silicone gasket. The door frame shall be hinged to the ring and opened with two captive fasteners for service access.
OPTICAL All optical systems shall provide IES Types II, III, IV, V, Custom, 45° Left & 45° Right distributions. Standard color temperatures shall be 3000K, 4200K and 5100K. See http://www.aal.net for comprehensive photometric data.
Luminaires featuring MicroCore light engines shall be composed of a distributed optical array of modules assembled together. Each module shall position the LEDs in a canted orientation allowing the diode’s natural maximum output to begin at a high peak angle. An optically clear injection molded lens shall be coupled to every diode and LEDs shall be mounted to an anodized aluminum die-cast heat sink. A one piece injection molded silicone gasket shall seal each module for protection from the environment. An optional house side shield shall be integral to each module. Luminaires featuring MicroCore light engines are provided standard without a glass lens.
Luminaires configured with MicroEmitter shall feature precision injection molded, high specular reflectors positioned to achieve directional control towards the task. Secondary reflectors with a specular finish are used to redirect light downward. No fasteners are placed on the reflective surface. The entire assembly fastens to the housing as a one-piece module and features wiring quick-connects for easy installation. MicroEmitters shall be field replaceable. Luminaires configured with MicroEmitter shall be provided with a tempered glass lens sealed with an extruded silicone gasket held by stainless steel fasteners.
ELECTRICAL All Luminaires shall accept 120 thru 277 volt input with integral surge protection. LifeShield™ shall be provided with all configurations for added protection in extreme temperature environments (-30°C to 60°C). The electrical assembly shall be mounted to a serviceable tray mounted within the driver compartment. The surge protector shall be U.L. recognized and have a surge current rating of 10,000
WND-ANG WND-BEL WND-FLR WND-STR WND-SKB
SR-ANG SR-BEL SR-FLR SR-STR SR-SKB
VSL-ANG VSL-BEL VSL-FLR VSL-STR VSL-SKB
NO LUMINOUS & HOOD
4 LUMINOUS SOLID VERTICAL LUMINOUS WINDOWS RINGS SLOTS RINGS
LUM-ANG LUM-BEL LUM-FLR LUM-STR LUM-SKB
ANGLED BELL FLARED STRAIGHT SKIRTED ANG BEL FLR STR SKB
LUMINOUS & HOOD
3. OPTICS
MICROCORE LED (32 light emitting diode array, 75 watts. Class 2, 120 thru 277 volt. 3000K Warm White (3K), 4200K Neutral White (4K), 5100K Bright White (5K))
T2-32LED-3K-700* (Type 2) T5-32LED-3K-700* (Type 5)
T2-32LED-4K-700* (Type 2) T5-32LED-4K-700* (Type 5)
T2-32LED-5K-700* (Type 2) T5-32LED-5K-700* (Type 5)
T3-32LED-3K-700* (Type 3) TL-32LED-3K-700 (45° left)
T3-32LED-4K-700* (Type 3) TL-32LED-4K-700 (45° left)
T3-32LED-5K-700* (Type 3) TL-32LED-5K-700 (45° left)
T4-32LED-3K-700* (Type 4) TR-32LED-3K-700 (45° right)
T4-32LED-4K-700* (Type 4) TR-32LED-4K-700 (45° right)
T4-32LED-5K-700* (Type 4) TR-32LED-5K-700 (45° right)
* DesignLights Consortium® Qualified
MICRO EMITTER LED (60 light emitting diode array, 65 watts. Class 1, 120 thru 277 volt. 3000K Warm White (WW), 4200K Neutral White (NW), 5100K Bright White (BW). 350mA (drive current))
T2-60LED-WW (Type 2) T4-60LED-WW (Type 4)
T2-60LED-NW (Type 2) T4-60LED-NW (Type 4)
T2-60LED-BW (Type 2) T4-60LED-BW (Type 4)
T3-60LED-WW (Type 3) T5-60LED-WW (Type 5)
T3-60LED-NW (Type 3) T5-60LED-NW (Type 5)
T3-60LED-BW* (Type 3) T5-60LED-BW* (Type 5)
* DesignLights Consortium® Qualified
5. OPTIONS - HOOD (The natural copper and stainless steel hoods are unfinished to develop a patina over time. All painted hoods have the underside of the hoods finished in high reflectance white.) COP (Copper) STS (Stainless steel)
6. OPTIONS FTG (Clear flat glass lens) SAG (Clear sag glass lens. MicroCore only) HSS (House side shield. MicroCore only) RCK (Rock guard painted black) SLC (Luminous element remains unlit during normal operation) FLD (Lightly diffused finish on flat glass lens) WIH (Integral HBA wiHUBB IFM transceiver and antenna. MicroCore only)
7. MOUNTING – Must choose one WALL MOUNT WMA4 WMA5 WMA6 WMA8 WMA9D WMA10 WMA11 WMA12 WMA16 WMA17 WMA18 WMA20 WMA22D WMA24 WMA37 WMA38 WMA39 POLE MOUNT SLA2 SLA3 SLA4 SLA4-2 SLA7 SLA7-2 SLA7(5) SLA7(5)-2 SLA8D SLA9 SLA9-2 SLA10 SLA10-2 SLA16 SLA16-2 SLA17 SLA17-2 SLA17(5) SLA17(5)-2 SLA18 SLA18-2 SLA20 SLA20-2 SLA20A SLA20A-2 SLA20B SLA20B-2 SLA20C SLA20C-2 SLA20D SLA20D-2 SLA22D SLA24 SLA24-2 SLA24(5) SLA24(5)-2 TRA4 TRA7 TRA7-2 TRA8
TRA8-2 TRA9 TRA9-2 See next page
TYPE
JOB
NOTES
Visit www.aal.net for Arms, Poles & Accessories Specification Guide
CRT (Corten) MAL (Matte Aluminum) MDG (Medium Grey) ATG (Antique Green) LGY (Light Grey) RAL/PREMIUM COLOR (Provide RAL) CUSTOM COLOR (Provide color chip for matching)
4. COLOR (MicroCore only)
AWT (Arctic White) BLK (Black) MTB (Matte Black) DGN (Dark Green) DBZ (Dark Bronze) WRZ (Wheathered Bronse) BRM (Metallic Bronze) VBL (Verde Blue)
• MicroCoreTM & MicroEmitter technologies
• Surge protection included
• 0-10v dimming ready
• IP65 construction
• DLC QPL Listed
• Powder coat finish in 13 standard colors with a polymer primer sealer
UCM (MicroCore)
1. LUMINAIRE2. LUMINOUS
HOOD3. OPTICS 4. COLOR
5. HOOD OPTIONS
6. OPTIONS 7. MOUNTING
UCM
2. LUMINOUS /HOOD
| 2 |
UCM (LED) – Universe Medium Housing Scale TYPE
ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12
Amps using the industry standard 8/20uSec wave with a clamping voltage of 320V and surge rating of 372J. The surge protector case shall be a high-temperature, flame resistant plastic enclosure. Driver has a 0-10v dimming interface with a dimming range of 10-100%. Approved dimmers include Lutron Diva AVTV, Lutron Nova NFTV and NTFTV. (Note: not compatible with current sourcing dimmers). Consult factory for compatible dimming systems.
MOUNTING The fixture shall be attached to the arm assembly with three stainless steel bolts. The connection shall be sealed with a silicone compression gasket.
FINISH Fixture finish consists of a five stage pretreatment regimen with a polymer primer sealer, oven dry off, and top coated with a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance.
CERTIFICATION Listed with ETL for outdoor, wet location use. Conforms to UL1598 and Canadian CSA Std. C22.2 no.250 standard. Universe Luminaire housings shall be constructed to IP65 standards. MicroCore Optical arrays shall be constructed to IP66 standards.
WARRANTY Housing, LEDs driver and LifeShield™ shall be warranted for five years. Any unauthorized return, repair, replacement or modification of the product(s) shall void this warranty. This warranty applies only to the use of the Product(s) as intended by AAL and does not cover poles, arms, mounting, or any misapplication or misuse of said Product(s), or installation in hazardous or corrosive environments. *Contact AAL for complete warranty language, exceptions, and limitations.AAL reserves the right to change product specifications without notice.
12' MOUNTING HEIGHT
DIMENSIONS
HOOD NO LUMINOUS 4 LUMIOUS WINDOW (WIN)
SOLID RINGS (SR) VERTICAL SLOTS (VSL)
LUMIOUS RINGS (LUM)
ANG
DIA: 20"/508mm
14.7"/373mm 18"/457mm
16.7"/424mm
20.5"/520mm 22.2"/563mm 20.8"/528mm
20.7"/526mm 22.5"/572mm 21.1"/536mm
20.5"/521mm 22.2"/564mm 20.8"/528mm
20.6"/523mm 22.4"/569mm 21"/533mm
BEL
DIA: 24"/610mm
15.8"/401mm 18"/457mm
16.7"/424mm
21.4"/543mm 22.2"/563mm 20.8"/528mm
21.6"/549mm 22.5"/572mm 21.1"/536mm
21.4"/543mm 22.2"/564mm 20.8"/528mm
21.5"/546mm 22.4"/569mm 21"/533mm
FLR
DIA: 22"/559mm
14.5"/368mm 18.1"/435mm 16.8"/427mm
19.8"/503mm 22.3"/566mm 21"/533mm
20.1"/510mm 22.6"/574mm 21.2"/538mm
19.8"/503mm 22.3"/566mm 21"/533mm
20"/508mm 22.5"/574mm 21.1"/536mm
STR
DIA: 24"/610mm
14"/355mm 18.1"/435mm 16.7"/424mm
19.8"/503mm 22.3"/566mm 20.9"/531mm
20"/508mm 22.5"/574mm 21.2"/538mm
19.8"/503mm 22.3"/566mm 20.9"/531mm
19.9"/505mm 22.5"/574mm 21.1"/536mm
SKB
DIA: 24"/610mm
19.7"/500mm 19.7"/500mm 19.7"/500mm
23.9"/607mm 23.9"/607mm 23.9"/607mm
24.2"/615mm 24.2"/615mm 24.2"/615mm
23.9"/607mm 23.9"/607mm 23.9"/607mm
24.1"/612mm 24.1"/612mm 24.1"/612mm
UCM-LUM-SKB
IES files can be found at www.aal.net
The first dimension is the height of fixtures with LEDs or horizontal reflectors. The second is for the opal lens and the third is the glass refractor fixture.
HOOD LED GLASS REFRACTOR
HORIZONTAL REFLECTOR
OPAL LENS
No luminous WT (lbs) EPA WT EPA WT (lbs) EPA WT (lbs) EPAANG 28.55 .60 22.30 .59 28.55 .60 19.40 .62BEL 32.00 .73 24.25 .71 32.00 .73 21.35 .73FLR 28.85 .53 22.60 .54 28.85 .53 19.70 .57STR 31.75 .59 24.00 .60 31.75 .59 21.10 .63SKB 32.10 .90 24.35 .90 32.10 .90 21.45 .90
4 Lum WindowWND-ANG 30.70 .72 24.45 .72 30.70 .72 21.55 .75WND-BEL 34.15 .85 26.40 .83 34.15 .85 23.50 .86WND-FLR 31.00 .65 24.75 .66 31.00 .65 21.85 .70WND-STR 33.90 .71 26.15 .72 33.90 .71 23.25 .76WND-SKB 34.25 1.03 26.50 1.03 34.25 1.03 23.60 1.03Solid Rings
SR-ANG 33.70 .74 27.45 .74 33.70 .74 30.00 .77SR-BEL 37.15 .87 29.40 .85 37.15 .87 30.00 .88SR-FLR 34.00 .67 27.75 .68 34.00 .67 30.00 .72SR-STR 36.90 .73 29.15 .74 36.90 .73 30.00 .78SR-SKB 37.25 1.05 29.50 1.05 37.25 1.05 34.00 1.05
Vertical SlotsVSL-ANG 31.45 .72 25.20 .72 31.45 .72 30.00 .75VSL-BEL 34.90 .85 27.15 .83 34.90 .85 30.00 .86VSL-FLR 31.75 .65 25.50 .38 31.75 .65 30.00 .70VSL-STR 34.65 .71 26.90 72 34.65 .71 30.00 .76VSL-SKB 35.00 1.03 27.25 1.03 35.00 1.03 34.00 1.03
Lum RingsLUM-ANG 32.85 .74 26.60 .74 32.85 .74 30.00 .77LUM-BEL 34.15 .85 28.55 .85 34.15 .85 30.00 .88LUM-FLR 33.15 .67 24.75 .66 33.15 .67 30.00 .72LUM-STR 36.05 .73 28.30 .74 36.05 .73 30.00 .78LUM-SKB 36.40 1.05 28.65 1.05 36.40 1.05 34.00 1.05
WEIGHT & EPA
UCM-T3-32LED-5K-700 WATTAGE: 74.9 LUMEN OUTPUT: 6619 EFFICACY: 88 Lm/W
UPLIGHT 0%DOWNLIGHT 100%
B2 U0 G2 FORWARD LIGHT LUMEN FL 30o 3.6% 239.1 FM 60o 38.6% 2559.6 FH 80o 34.5% 2282.4 FVH 90o 1.2% 79.9 BACK LIGHT BL 30o 2.3% 150.7
BM 60o 10.9% 720.3 BH 80o 8.3% 550.7 BVH 90o 0.6% 40.0 UPLIGHT UL 100o 0% 0 UH 180o 0% 0
UCM-T5-32LED-5K-700 WATTAGE: 74.9 LUMEN OUTPUT: 6,721 EFFICACY: 90.0 Lm/W
12' MOUNTING HEIGHT
UPLIGHT 0%DOWNLIGHT 100%
B3 U0 G1 FORWARD LIGHT LUMEN FL 30o 3.0% 198.9 FM 60o 24.5% 1,649.5 FH 80o 22.0% 1,476.8 FVH 90o 1.0% 70 BACK LIGHT BL 30o 2.9% 197.2
BM 60o 24.2% 1,629.5 BH 80o 21.4% 1,439.2 BVH 90o 1.0% 64 UPLIGHT UL 100o 0% - UH 180o 0% -
.1
.2
.5 1
2
Architectual Area LightingUCM-T5-32LED-5K-700-BLK20"DIA. X 14-1/2"H. LED LUMINAIRESILVER REFLECTOR AND DIRECTIONAL CLEAR LENS
Horizontal FootcandlesScale: 1 Inch = 12 Ft.
Light Loss Factor = 1.00Lumens Per Lamp = N.A. (absolute photometry)
Luminaire Lumens = 6721Mounting Height = 12.00 Ft
Maximum Calculated Value = 3.70 FcArrangement: Single
Photometric Toolbox Professional Edition - Copyright 2002-2011 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations.Results derived from content of manufacturers photometric file.
Page 1
.1
.2
.5
1 2 5
ARCHITECTUAL AREA LIGHTINGUCM-T3-32LED-5K-70020"DIA. X 14-1/2"H. LED LUMINAIRELEDS WITH OPTICS
Horizontal FootcandlesScale: 1 Inch = 12 Ft.
Light Loss Factor = 1.00Lumens Per Lamp = 6619
Total Lamp Lumens = 6619MH = 12.00 Ft, Spin = 90 Degrees
Maximum Calculated Value = 5.82 FcArrangement: Single
Photometric Toolbox Professional Edition - Copyright 2002-2011 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations.Results derived from content of manufacturers photometric file.
Page 1
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ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12
DB6 – Decorative Pole TYPE
4" rounD (rD) & fluteD (fl) Decorative Base
specifications
Base shall be cast aluminum #356 alloy, free of any porosity, foreign materials, or cosmetic fillers. Base casting shall be heat treated to a T-6 condition, and of uniform wall thickness, with no warping or mold shifting.
warnings Caution must be exercised in the selection of a design wind speed when the pole is to be installed in a special wind region (as indicated by the wind map) or in an area where wind speed is unpredictable.
AAL recommends consulting a local engineer when the pole is to be installed in an area that may be subject to extreme weather and exposure
Poles installed on structures such as buildings and bridges may be subjected to vibration, oscillations, and other fatigue effects which are not covered by the AAL warranty.
The use of banners or other appendages can severely affect the loading of a pole. No banner or other appendage should be attached to an AAL pole unless approved by AAL.
If the products are to be used on an existing foundation or on other structures, the customer assumes all responsibility for the structural integrity of the existing foundation, anchorage or structures and all the consequences arising therefrom.
Caution Poles should never be erected without the luminaire installed. Warranty is voided if the pole is erected without the luminaire. The warranty is voided if the pole is not grouted under the entire base after installation.
Anchor bolts shall be hot dip galvanized steel. Eight galvanized hex nuts and flat washers, and a bolt circle template shall be provided. Anchor bolt for poles are 3/4” x 24” x 3”.
JoB
tYPE
notEs
DB6
1. BasE 2. PolE 3. oah 4. Color 5. oPtions/aCCEssoriEs
5. options / accessoRiesFH (Flag holder. Specify location on pole)
FS1 (Single weatherproof fuse holder. Fuse by others.)
FS2 (Double weatherproof fuse holder. Fuse by others.)
LR (Ladder rest. Slips over a 4” O.D. pole.)
PCA-T (Rotatable photocell housing. The housing slips over a 4”/100mm O.D. pole. A fixture slips over the 4”/100mm O.D. tenon. Includes an internal twist lock receptacle, and an access cover with integral lens and stainless steel tether. Adds 5”/125mm to the overall height of the pole/fixture assembly. Prewired on the load side and line side for easy installation. Photocell by others.)
PCR (Low profile twist lock photocell receptacle with cast pole cap top. Secures to the top of the pole with three stainless steel set screws. Photocell by others.)
PLT (Plant Hanger. For 4” O.D. poles. (specify location on pole)
RBC (Cast aluminum receptacle housing, integrally welded to the pole. Includes a NEC approved clear weatherproof cover. Does not include a receptacle or internal wiring.)
4. coLoR
AWT (Arctic White) BLK (Black) MTB (Matte Black) DGN (Dark Green) DBZ (Dark Bronze) WRZ (Wheathered Bronse) BRM (Metallic Bronze) VBL (Verde Blue)
CRT (Corten) MAL (Matte Aluminum) MDG (Medium Grey) ATG (Antique Green) LGY (Light Grey) RAL/PREMIUM COLOR (Provide RAL) CUSTOM COLOR (Provide color chip for matching)
MaxiMuM allowaBlE EPa (MPh) 1. Base 2. poLe 3. oah shaft wt 85 90 100 110 120 130 140 150
DB6 4R10-125 10’ (3.1m) 4” RD x .125” 50 19.4 17.1 13.5 10.8 8.9 7.4 6.3 5.5
DB6 4R12-125 12’ (3.7m) 4” RD x .125” 54 15.3 13.4 10.5 8.3 6.7 5.6 4.7 4.0
DB6 4R14-125 14’ (4.3m) 4” RD x .125” 57 12.3 10.7 8.2 6.3 5.0 4.1 3.4 2.9
DB6 4R16-125 16’ (4.9m) 4” RD x .125” 61 10.0 8.6 6.4 4.8 3.6 2.9 2.4 2.0
DB6 4F10-188 10’ (3.1m) 4” FL x .188” 56 22.1 19.5 15.4 12.4 10.2 8.5 7.1 6.1
DB6 4F12-188 12’ (3.7m) 4” FL x .188” 62 17.6 15.4 12.1 9.6 7.7 6.4 5.3 4.4
DB6 4F14-188 14’ (4.3m) 4” FL x .188” 67 14.3 12.5 9.6 7.5 5.9 4.8 3.9 3.2
DB6 4F16-188 16’ (4.9m) 4” FL x .188” 72 11.7 10.1 7.6 5.8 4.4 3.5 2.7 2.2
DB6 4R10-226 10’ (3.1m) 4” RD x .226” 60 23.8 21.0 16.7 13.5 11.1 9.3 8.0 6.9
DB6 4R12-226 12’ (3.7m) 4” RD x .226” 66 19.2 16.9 13.3 10.6 8.6 7.2 6.1 5.3
DB6 4R14-226 14’ (4.3m) 4” RD x .226” 73 15.9 13.9 10.8 8.4 6.8 5.6 4.7 4.0
DB6 4R16-226 16’ (4.9m) 4” RD x .226” 79 12.4 12.3 9.4 7.3 5.7 4.7 4.0 3.3
Note: Overall height is measured to top of pole.
| 2 |
ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12
DB6 – Decorative Pole TYPE
4" rounD (rD) & fluteD (fl) Decorative Base
DiMensions
| 1 |
ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12
SLA17/SLA17(5)/SLA17-2/SLA17(5)-2 – Contemporary Arms TYPE
SpeCifiCAtionS
The arm shall be of one piece unitized aluminum construction, fully welded and assembled. The slip fitter shall be cast aluminum with an internal wireway and pole stop. The arm shall be prewired with a quick connector for easy installation.
The arm shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the fixture. The attachment point shall have a silicone pad for sealing the fixture to arm connection.
The arm shall slip over a 4"/100mm or 5"/125mm diameter pole or tenon. The cast aluminum slip fitter shall have six stainless steel cup point set screws for securing the arm to the pole or tenon.
JOB
TYPE
NOTES
SLA17
1. ARM 2. cOlOR
2. CoLoR
AWT (Arctic White) BLK (Black) MTB (Matte Black) DGN (Dark Green) DBZ (Dark Bronze) WRZ (Wheathered Bronse) BRM (Metallic Bronze) VBL (Verde Blue)
CRT (Corten) MAL (Matte Aluminum) MDG (Medium Grey) ATG (Antique Green) LGY (Light Grey) RAL/PREMIUM COLOR (Provide RAL) CUSTOM COLOR (Provide color chip for matching)
1. ARM SLA17 (Slips over 4” pole. Weight: 18 lbs. ePA: 1.50) SLA17(5) (Slips over 5” pole. Weight: 24 lbs. ePA: 2.20) SLA17-2 (Twin arms, slips over 4” pole. Weight: 24 lbs. ePA: 2.05) SLA17(5)-2 (Twin arms, slips over 5” pole . Weight: 33 lbs. ePA: 2.09)
26"650mm
40"1,000mm
DiMenSionS
SLA17 (4" pole)
49 9/16"1,24mm
6"150mm
34 1/4"856mm
SLA17(5) (5" pole)
40"1,000mm
52"1,300mm
6"150mm
SLA17-2 (4" pole)
68 1/2"1,712mm
49 9/16"1,239mm
6"150mm
SLA17(5)-2 (5" pole)
| 1 |
ARCHITECTURAL AREA LIGHTING16555 East Gale Ave. | City of Industry | CA 91745P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2012 | REV 6.12
SLA20/SLA20-2 – Contemporary Arms TYPE
SpeCifiCAtionS
The arm shall be of one piece unitized aluminum construction, fully welded and assembled. The slip fitter shall be cast aluminum with an internal wireway and pole stop. The arm shall be prewired with a quick connector for easy installation.
The arm shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the fixture. The attachment point shall have a silicone pad for sealing the fixture to arm connection.
The arm shall slip over a 4"/100mm diameter pole or tenon. The cast aluminum slip fitter shall have six stainless steel cup point set screws for securing the arm to the pole or tenon.
JOB
TYPE
NOTES
SLA20
1. ARM 2. cOlOR
2. CoLoR
AWT (Arctic White) BLK (Black) MTB (Matte Black) DGN (Dark Green) DBZ (Dark Bronze) WRZ (Wheathered Bronse) BRM (Metallic Bronze) VBL (Verde Blue)
CRT (Corten) MAL (Matte Aluminum) MDG (Medium Grey) ATG (Antique Green) LGY (Light Grey) RAL/PREMIUM COLOR (Provide RAL) CUSTOM COLOR (Provide color chip for matching)
1. ARM SLA20 (Slips over 4” pole. Weight: 10 lbs. ePA: .70) SLA20-2 (Twin arms, slips over 4” pole. Weight: 18 lbs. ePA: 1.25)
19 1/2"488mm
3"75mm
10.5"263mm
DiMenSionS
SLA20 (4" pole)
3"75mm
39"975mm
10.5"263mm
SLA20-2 (4" pole)