Site Plans - burlingtonvt.gov Waterfront... · Waterfront Park Regrading & Utilities Upgrade Project Penny Lane Burlington, Vermont Permitting August 24, 2018 August 24, 2018 58067.00

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Owner

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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

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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



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

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5

103

1

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4

105

103

103

1

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4

104

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103

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104

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5

105

105

1

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1

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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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E

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IN

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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



vh

b.co

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Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


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

O

N

C

.

(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)

R=103.89'

14" ASP

12" ASP

16" ASP

12" ASP

12" ASP

2" CRAB APPLE

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MOWED GRASS AREA

MOWED GRASS AREA


EXISTING UNDERGROUND

ELECTRIC LINE

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APPROXIMATE


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

W

W

W

W

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W2

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W

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"

W

W2

"

W

W2

"

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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


Aug. 24, 2018

9

58067.00

Utility Plan

C-3.01

3

TAS PBS

Feet60300 15

C

O

N

C

.

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

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1

0

4

1

0

5

103

1

0

4

105

103

103

1

0

4

104

1

0

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1

0

3

1

0

3

1

0

4

104

1

0

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1

0

5

103

1

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1

0

4

104

1

0

5

105

105

1

0

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1

0

4

105

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105

105

1

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PDF PDFPDF

PDF

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F

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F

STABILIZED CONSTRUCTION

ENTRANCE

PROJECT

DEMARCATION FENCE

P

D

F

P

D

F

P

D

F

P

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T

E

N

T

IA

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T

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P

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A

R

E

A

PERVIOUS PAVER SURFACE TO BE PROTECTED

THROUGHOUT CONSTRUCTION COORDINATE

CONSTRUCTION ENTRANCE LOCATION WITH CITY

INLET PROTECTION

of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


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 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


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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


Aug. 24, 2018

9

58067.00

Lighting Plan

LA-1.10

8

MKW PBS

Feet60300 15

DB6 - 14'Pole:

Mounting Arm: SLA17


Lamp:

Options:

Color:

Manufacturer:

Optics:

Fixture:

Fixture A


Black



Type III


BlackPole Color:

Lens: Flat


of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Permitting


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


LIGHT FIXTURE - (Fixture A)

LUMINAIRE


24"

48"

9'-0" C

lear from

finished grade

to bottom

of banner

BANNER ARM,SLIP FITTED THROUGH POLE


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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Review


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

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

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

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

R

IV

E

A

B

L

E

G

R

A

S

S

D

R

IV

E

A

B

L

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G

R

A

S

S

D

R

IV

E

A

B

L

E

G

R

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



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

b.co

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



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Review


Jul. 19, 2018

9

58067.00

Electrical New Work

Site Plan

1

JEA JEA

Feet60300 15

Permitting


of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Review


Jul. 19, 2018

9

58067.00

Electrical Power

Riser Diagram

1

JEA JEA


of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Review


Jul. 19, 2018

9

58067.00

Electrical Schedules

and Details

1

JEA JEA


of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Review


Jul. 19, 2018

9

58067.00

Electrical Details

1

JEA JEA


of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



vh

b.co

m

Date

40 IDX Dr



802.497.6100


Penny Lane

Burlington, Vermont

Review


Jul. 19, 2018

9

58067.00

Electrical Details

1

JEA JEA


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)


Lamp:

Options:

Color:

Manufacturer:

Optics:

Fixture:

Fixture A


Black



Type III


BlackPole Color:

Lens: Flat


BKetterling

Callout

THIS LIGHT FIXTURE HAS BEEN REMOVED SINCE THE TIME OF THIS PHOTOMETRIC ANALYSIS AND WILL NOT BE REPLACED

BKetterling

Callout

THESE THREE LIGHT FIXTURES PROPOSED AT THE BOAT LAUNCH PARKING AREA WILL BE REPLACED AT AN UNDETERMINED TIME AFTER THE COMPLETION OF THE OTHER PROPOSED PHYSICAL IMPROVEMENTS

BKetterling

Line

BKetterling

Line

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)


Lamp:

Options:

Color:

Manufacturer:

Optics:

Fixture:

Fixture A


Black



Type III


BlackPole Color:

Lens: Flat


BKetterling

Cloud

BKetterling

Callout

THE TEN LIGHT FIXTURES WITHIN THE OUTLINED AREA AT THE WEST END OF COLLEGE STREET WILL BE REPLACED AT AN UNDETERMINED TIME AFTER THE COMPLETION OF THE OTHER PROPOSED PHYSICAL IMPROVEMENTS.

| 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)



T3-32LED-3K-700* (Type 3) TL-32LED-3K-700 (45° left)



T4-32LED-3K-700* (Type 4) TR-32LED-3K-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

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UCM (LED) – Universe Medium Housing Scale TYPE


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% -

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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.

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.2

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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.

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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



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.

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DB6 – Decorative Pole TYPE

4" rounD (rD) & fluteD (fl) Decorative Base

DiMensions

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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



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)

distributed

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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



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)

distributed

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Documents

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