Attachment_2-EVN-00008-7J_Drawings,_22_December_2017-Revised,_25_Pages.pdf

Open fence for temporary access

Create temporary driveway

Install Gate

Relocated Ditches and

Lengthened Culvert

(as needed)

New Motorized Cantilever Gates

New Guard Booth

Passive Crash Barrier

Light Pole

Buried Electrical Service

Pole to Booth

Expand Road

Taper 10:1

Install Booth in Center

Gravel Pad for Parking

20'x40'

Passive Crash Barrier

Light Pole

M o o s e

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22 DEC 2017

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DC

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22 DEC 2017

AutoCAD SHX Text Deborah Curtis o o t i g a t i o n

EV

N

00008-7J

S t r u c t u r a l

G e n e r a l

N o t e s

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2. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60, UNLESS NOTED

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STRUCTURAL GENERAL NOTES

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A. DESIGN CRITERIA

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1. BUILDING CODE: INTERNATIONAL BUILDING CODE: ..............2003 IBC

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2. LIVE LOADS: ROOF SNOW..............................................................................90 PSF

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3. WIND LOADS: WIND...........................................................90 MPH, EXPOSURE B

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4. SEISMIC DESIGN CATEGORY: SEISMIC..................................................ZONE C

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B. FOUNDATION

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1. PLACE FOUNDATIONS ON UNDISTURBED SOIL OR STRUCTURAL FILL

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COMPACTED TO 95%%% OF OPTIMUM DENSITY. ALL ORGANIC AND/OR OTHER

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UNSUITABLE MATERIAL SHALL BE REMOVED FROM SUB-GRADE AND BACK

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FILL AREAS SHALL BE BACK FILLED WITH STRUCTURAL FILL.

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2. STRUCTURAL FILL IS TO BE SELECT MATERIAL, TYPE A: NON-FROST

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SUSCEPTIBLE, CLEAN, FREE DRAINING, WELL GRADED BROKEN STONE,

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SANDY GRAVEL OR OTHER INORGANIC SOIL MEETING THE FOLLOWING

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GRADATION AFTER COMPACTION.

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SIZE %%% PASSING

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4 INCH 100

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2 INCH 100

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1 INCH 100

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C. CONCRETE

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1. ALL CAST IN PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

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OTHERWISE.

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3. DETAIL REINFORCING BARS IN ACCORDANCE WITH THE ACI DETAILING MANUAL

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AND THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

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LATEST EDITION.

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4. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATIO FOR

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STRUCTURAL CONCRETE BUILDINGS.

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5. HORIZONTAL FOUNDATION AND WALL REINFORCING SHALL BE CONTINUOUS AROUND

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CORNERS AND INTERSECTIONS; PROVIDE CORNER BARS.

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6. LAP ALL REINFORCING THE LARGER OF 24 INCHES OR 36 TIMES THE BAR DIAMETERS.

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7. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN

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IN THE DRAWINGS. PROVIDE SUFFICIENT TIE BARS TO SUPPORT ALL REINFORCING.

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8. PROVIDE REINFORCEMENT COER AS FOLLOWS, UNLESS NOTED OTHERWISE ON DRAWINGS.

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CONCRETE PLACED AGAINST EARTH.................3"

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CONCRETE PLACED IN FORMS................................1 1/2"

AutoCAD SHX Text CONCRETE SLABS ON GRADE..................................PLACE REINFORCING AT SLAB MID-DEPTH

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D. WOOD CONSTRUCTION

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1. ALL FRAME LUMBER TO BE DOUG FIR-LARCH, No. 2 OR BETTER.

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2. BOLTS USED IN WOOD CONNECTIONS SHALL BE ASTM 307.

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E. GENERAL

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1. CONTRACTOR TO FIELD VERIFY AND CONFIRM ALL DIMENSIONS.

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2. NOTED DIMENSIONS SHALL TAKE PRESIDENCE OVER SCALED DIMENSIONS.

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FOG LINE

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ROBIN RD GATE FOUNDATION SITE PLAN

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FOG LINE

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22 DEC 2017

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9" REINFORCED SLAB W/ #5 @12" O.C. EA. WAY

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4" SLAB, 3000 PSI CONCRETE W/WELDED WIRE MESH REINF (TYP) BROOM FINISH

AutoCAD SHX Text FOUNDATION: 1. FOUNDATION DESIGN IS BASED ON THE ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. CONCRETE: 1. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. 3. INSPECTIONS FOR THIS PROJECT SHALL INCLUDE THE INSPECTION OF REINFORCING STEEL BEFORE CONCRETE PLACEMENT FOR FOOTINGS, GRADE BEAMS, SLABS AND BOLTS CAST IN CONCRETE. 4. CONCRETE SAMPLING DURING PLACEMENT OF CONCRETE FOOTINGS AND SLABS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. FREQUENCY OF SAMPLING SHALL BE IN ACCORDANCE WITH ASTM C172 AND ASTM C31 AS WELL AS CURRENT SABER SPECIFICATIONS.

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CONSTRUCTION NOTES:

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ISOLATION JOINT SEE 3/S3

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GUARD BOOTH CRASH BARRIER DETAIL

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SCALE: NTS

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PLAN

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6 #4 BARS

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TOP & BOT

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TOP & BOT

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CLEAR COVER

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2 #8 BARS

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EACH FACE

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#4 U-SHAPED BAR

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O.C. EACH

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FACE

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CONSTRUCTION KEY

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CRASH BARRIER DETAIL

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SECTION A-A'

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CURB AND GUTTER

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ASPHALT

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ISOLATION JOINT SEE 3/S2

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STRUCTURAL FILL

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CRASH BARRIER

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GUARD BOOTH SLAB DETAILS

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SCALE: NTS

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5" MINIMUM THICKNESS

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STRUCTURAL FILL

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5" MINIMUM THICKNESS

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STRUCTURAL FILL

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5" MINIMUM THICKNESS

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SEE S4 FOR WALL CONSTRUCTION DETAIL

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GUARD BOOTH SLAB DETAILS

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SCALE: NTS

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CONDUIT

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22 DEC 2017

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MAXIMUM DIMENSIONS TO BE 10', OR AS DIRECTED.

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LIGHT POLE FOUNDATION DETAIL

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SCALE: NTS

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ISOLATION JOINT SEE 3/S2

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CONDUIT

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8 VERTICAL #11 BAR

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EQUALLY SPACED

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SPIRAL REINFORCING STEEL, 24" O.D.

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SPIRAL REINFORCING STEEL, 6" O.C.

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SECTION A-A'

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ANCHOR BOLTS TO MEET

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MANUFACTURERS SPECIFICATIONS

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ANCHORS TO BE SPACED AS PER MANUFACTURER SPECIFICATIONS

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GROUND WIRE

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RIGID METAL CONDUIT

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GROUND WIRE

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TERMINATE CONDUIT 3"

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ABOVE FOUNDATION

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4" SLAB

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BARS AT JOINTS

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CUT ALTERNATING

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MAINTAIN APPROXIMATELY SQUARE SECTIONS.

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PROVIDE CONTROL JOINTS TO MATCH SIDEWALK WIDTH.

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CONCRETE APRON

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OR SIDEWALK

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VARIES

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REINFORCING STEEL

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1" FOR 4" SIDEWALK

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1\" FOR 6" SIDEWALK

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TRANSVERSE

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RADIUS

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|" TOOLED

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1/2" EXPANSION JOINT MATERIAL

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1/4" RADIUS

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1/2" SEALANT

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VARIES

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ISOLATION JOINT DETAIL

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SCALE: NTS

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CONTROL JOINT DETAIL-TYP

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FILL ALL CONTROL JOINTS WITH AN APPROPRIATE ELASTOMERIC SEALANT.

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WALL CONSTRUCTION DETAIL

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DOUBLE 2"X6" TOP SILL

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PRES. TREATED 2"X6" BOTTOM SILL

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58" GWB BELOW WINDOW

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2"X6" BEARING WALL W/STUDS @ 16" O.C.

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R-19 INSULATION BATTING

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SEE 2-S5 FOR ROOF DETAIL

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1 " STANDING SEAM ROOF12" STANDING SEAM ROOF

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ROOFING DETAIL

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58" EXTERIOR PLYWOOD SHEATHING

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ROOFING UNDERLAYMENT

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FLASHING

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K STYLE GUTTER

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FULLY VENTED SOFFIT

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SEE 3-S5 FOR EXTERIOR WALL DETAIL

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EXTERIOR WALL DETAIL TYPICAL

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ARMORCORE UL LEVEL 3 OR EQUIVALENT FIBERGLASS PANEL

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58" EXTERIOR PLYWOOD SHEATHING

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SEAMLESS METAL SIDING

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2 LAYERS OF WRB

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1. Framing methods shown here are suggestions Framing methods shown here are suggestions and can be modified as needed by the contractor with approval by the Government COR. 2. Windows shall be mounted a minimum of 42" and Windows shall be mounted a minimum of 42" and a maximum of 48" from the floor. 3. Door should be hinged on the east side of the Door should be hinged on the east side of the doorway.

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22 DEC 2017

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Deborah.Byam Typewritten Text

4. Finish the framing walls and ceilings with GWB, taping and 1 coat of prime and two coats of acrylic paint.

Remove Existing

Organics and

Unwanted Material

Remove Existing

Pavement

Remove Materials as

Needed for Trench

Remove Existing Gate

Remove Existing Organics and Unwanted materials

Remove this section of the fence

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'Relocated' Ditch

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TRUE NORTH

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ROBIN ROAD GUARD BOOTH - DEMOLITION PLAN

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GENERAL NOTES:

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1. INFORMATION SHOWN IS BASED ON GENERALIZED MAP DATA PROVIDED BY THE OWNER.

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2. OBTAIN AN EXCAVATION PERMIT PRIOR TO PERFORMING ANY WORK.

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3. ALL UTILITIES MUST BE MARKED, CLEARED, AND / OR MADE SAFE PRIOR TO

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CLEANING, EXCAVATING.

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4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORM REGULATIONS,

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INCLUDING BUT NOT LIMITED TO APDES TO CONTROL EROSION AND SILTATION.

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KEYED DEMOLITION NOTES

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1. SAW CUT 12" FROM EXISTING EDGE OF PAVEMENT.

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2. ALL SUITABLE TOPSOIL MATERIAL TO BE PLACED IN BERM AT TOE OF PROJECTED FILL

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TO BE USED AS COVER MATERIAL FOR FINAL SLOPE STABILIZATION. SEE C3 FOR DETAIL.

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NTS

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22 DEC 2017

Expand Road

Taper 10:1

Install Booth in Center

Move Ditches as Needed for Road Expansion

Extend Culvert as Needed

Replace Existing Gates with

Motorized Cantilever Gate

Gravel Pad for Parking

20'x40'

Install Gate

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ROBIN ROAD GUARD BOOTH - SITE PLAN

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NTS

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TRUE NORTH

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S i a n

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1. Trees found within fill area will be removed. Trees larger than 4" diameter will be Trees found within fill area will be removed. Trees larger than 4" diameter will be salvaged. All others will be mulched. 2. Sawcut along existing asphalt to create clean edge. Sawcut along existing asphalt to create clean edge. 3. All care will be taken to protect any storm run-off from leaving the disturbed areas. All care will be taken to protect any storm run-off from leaving the disturbed areas. 4. Any materials used for fill under paved areas must be NFS.Any materials used for fill under paved areas must be NFS.

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22 DEC 2017

Guard Rail

End Guard Rail at Road Curve

Sign:

Checkpoint Ahead

Dim Headlights

Standard Transverse Markings

Standard Transverse Markings

2 Colocated Signs:

15 MPH

Checkpoint Ahead

Dim Headlights

Sign:

30 MPH

Sign (at exit from parking lot on Robin Road):

15 MPH

Stop Signs on Both Sides of Gate

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22 DEC 2017

�;:r .. :��01" ler-11ln1I Po,�

�-.. •__j_ l\1/111) ·•�· �7 rvcc c

T 1�· l �•ll Pt,t1 Bolt Sia� i9/J2'o 1/9" (-4 �lieut

,_ -e1,r- Ing Pht• g;._z uz· Oh. ,-1111 ,,.. o,st

>,s;..:s,<0,,W/R

IS'.xll' AotJljl� Shn WOO.!! fcrl"ll'U I Fost

St•n�1rd Set, --....._ ,;u■rdr-111

5/8" Olf !?:

a��� o

;DI\�

r:s" Ae(Un;ul■r Post !hit W1sn,,.•

TERMINAL POST TO RAIL

ASSEMBLY OETAIL

"SH \IOU 7

.IJ,,1!'011 .,:11

SECTION B-8

I

Ill!-" 011 r --····{!}····--

Ll. I

SECT ION C-C

c7 ..!.!i.:

1ni:- 1· Oh� ,-�--::�--=----::,-::, 11/16" Ch Hall! • Stul 1· :>tt ;;;; ·

�•1•·--

Hn""t i

�.-.-==�==� IOPlocnJ

••ll. �.-"'1 x--- 11• , w11h1r/ \ -,..e:irl'Jt1t

-- ·+·-- 4-"-=======.:..F""7. �-- I _1miu;1ii1L-f;

,:J ----- --r--g'"""" sw, '

" • t· I \, w!��:;-� • � � -tl•'AHyol Ntr:

2J,e:Jo

B--l

CABLE ANCHOR PLATE

'-IS

Otrtct\on o! Tr1tfli::

SNAGEO FITTING

DETAIL

�-i

�_D.IJ_. ----""1

BCT SLEEVE

DETAIL

·2' �1n r-ur,ou'! rtovll"tO

15 .... / - .._ _ t G�1d1 to 1'1ti:ti Sl'-ovltTe,. !.lo.::it

Ed9t o, fl"IYf)tO '"'' tl"ld riot to o,,:ut:1 IQ, I --..

� hr111\ntl P!lltl Ed,• Cf "\In F"l•rel IM1ni\

3/1'-·-1 t"---c _J

BEARING

PLUE

IABlE I TYP !Cl.\. PAR .. aCt.A

Off SETS - Fosl OflHl

Oist,n:t

G-14.04W

GENERAL NOTES

I J(lW 6reak:aw:,y Cab le T!rm1rral 11ay be used with G25 an:l G4S eeam Guard ... a! l Syste�

2 BC.T must"Detnstajlorlevel surface "'ith ouardra1l syste:,i for oc: lOOffi per 'or-T,'H"Ce.

f� c

��SH� g b

��36 5!!�� 1 {,.�:

a il ����

��pe

d. CaDle Anchor Pl,te may be forne:i ln single un1t or ·..ieldeel fa,br1catlon.

5. All t,rr-ter hardware as shown in AAfBb -� Guide T:> StantJardizea HiQh'Nay Barrier Rail Hardware· is acceptable

6 All en� posts shall have t,i,o 9ai.vanl1ed ei9htpenny raJ ls dr hen Jrto the post i,no bent over the bearing plate to ensure 1ts oosttton.

����=���J a �,..P�� � 1��!t w=��e� 11:�a 11 be ter111:l..nal post:, only, I----<-- I STATE ('JI:' AL1,SJ(A CEPAQTHE�T Of rRaMSF'Oq"'.t,T{CN

S Pueuc FACILI r 1!5

� TI Ii ii TI t �

•. J' ..... ••••

�· ,· �) - - - � /'<( --- !.... w, .

I --1.L__ II / Ji

' RECUNGULAR POST

BOLT w•SHER

G4W WOOD POST

SAEAKAW•Y CABLE

TERMINAL

:., f' \L' Su Sonora Drt"l"O tttl•d •o• r.u,r�r•I l h""�n•l

Pait E .. btClllltnt'""-0ttllU' for oc,-t rootlno, L l.et, g,utrdr•11 In ·· i dH'ttl1on 1H ll"•fOc

_.ncf\or C•tlh -1 TlrMJn•l El"'d, SH dtt11I, SECTION A-A

0 ''

:e i .;��. �·" E

,�• .. , .a::r-.

o,t, --- �/•/•r

EVN 00008-7J

C-5 Guard Rail Details

New In-Ground

Pull Box

Headbolt Heaters

Typical Headbolt Heater

Installation

(8) #6 AWG Cu

+(4) #8 AWG Gnd

1.5" GRS Conduit

Note:

1. Do not use IPLCs for headbolt heaters

2. Each outlet receptacle should be on a separate 20A breaker

3. Each post should have two outlet receptacles

4. Headbolt heater posts should be installed a minimum of 1.5 feet from edge of gravel parking pad.

(4) #6 AWG Cu

+(2) #8 AWG Gnd

1" GRS Conduit

New Junction Box

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22 DEC 2017

Existing Communications Box

(Nema 4 Enclosure)

New Bollards

See Bollard Details on this page

Rounded Concrete Cap

6" Galvanized Iron Pipe to be filled with concrete after installation

18" diameter Concrete, poured in place

3'

6'

18" grade

Cover with yellow smooth bumper post sleeve

Bollard Locations Bollard Details

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B o l l a r d s

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1. Bollards shall be placed approximately 24" from the Bollards shall be placed approximately 24" from the Northeast and Northwest corners of the communications box.

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22 DEC 2017

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G u a r d

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E e v a t i o n s

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SIDE VIEW

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CRASH BARRIER

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FOG LINE

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CRASH BARRIER

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5" ALUMINUM GUTTER

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COUNTER TOP

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GUARD BOOTH FLOOR PLAN

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SEE WINDOW AND DOOR SCHEDULE SHEET A3

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22 DEC 2017

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G u a o

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WINDOW SCHEDULE NOTES:

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FRAMING: KAWNEER 451T OR EQUIVALENT

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INFILL: GE LEXGARD SP 1250 OR EQUIVALENT

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GASKETS AND SETTING BLOCKS: SANTOPRENE PER GE POLYMERSHAPES INSTRUCTION

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FINISH: DARK PRONZE ANODIZED

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QUANTITY: 1 EACH, SEE SHEET A2 FOR PLACEMENT

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DOOR SCHEDULE NOTES:

AutoCAD SHX Text 3'-0" X 6'-8"

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INSULATED STEEL DOORS AND FRAMES

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PRIMED AND PAINTED

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LOCKSET - BEST OR COMPATABLE

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WITH LEVER AND CONSTRUCTION CORE

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HARDWARE FINISH: BRUSHED STAINLESS

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ALUM. THRESHOLD, WEATHER STRIPPING

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22 DEC 2017

Main Power Conductors installed below grade from

Point of Demarcation to booth MDP.

(4) 500 KCMIL+ (2) 1/0 AWG GND, (2) 4" HDPE Conduit

(2) 4" HDPE

(1)

" HDPE

(1) ??" HDPE (gate operator power)

(1) 3/4" HDPE (gate operator controls)

(2) 2" conduit installed for future work.

Power to flood lights

(2) 8 AWG + (1) 8 AWG GND, 3/4" HDPE

Power to Gate Operator

Size as needed dependent on load, Separate Conduit for Controls

Power to Flood Lights

(2) 12 AWG

(1) 12 AWG GND

1" HDPE

+ (2) 1.5" HDPE

New Boxes

200A Fused

Safety Switch

Point of Demarcation

MDP

4" Schedule 40 PVC for Comms

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TRUE NORTH

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POWER DISTRIBUTION SITE PLAN

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NTS

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1. Conductor and conduit numbers and sizes listed Conductor and conduit numbers and sizes listed here are estimates only and should be verified by qualified personnel based on the requirements of the actual equipment installed. 2. Communications conduits and power conduits Communications conduits and power conduits shall be separated as required by regulations listed in section 1.

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22 DEC 2017

MDP Schedule: 200A Panel, 150A service, Single

Phase, 120/208V, 150A Main Breaker

Load

Breaker Circuit Circuit Breaker

Load

Electric Heater ?

1 2 20

Flood Lights (island-N()

3 4 15

Flood Lights (Island-S)

Gate Operator

5 6 15

Flood Lights (gate)

7 8 15

Booth Int/Ext Lights

HBH 20 9 10 20

(2) Int Outlets

HBH 20 11 12 20

(2) Int Outlets

HBH 20 13 14 20

(2) Ext Outlets

HBH 20 15 16 20

(2) Ext Outlets space

17 18 space space

19 20 space space

21 22 space space

23 24 space

??/2p

Panel MDP

225A BUS, 120/208V, 1PH, 3W

15/1p20/1p 15/1p

G A

T

O

E

R A

T O

R

200/1p

H E

A T

R

U

N I T

H B

H

H B

H

I N

T

O

U T

L E

T S

F L

O O

D

L

I G

H

I S

L A

N D

N

B O

O T

H

I N

T E

X

L

I G

H T

S

F L

O O

D

L

I G

H T

S

I S

L A

N D

S

??/2p

F L

O O

D

L

I G

H T

S

G

A T

E

20/1p 20/1p 20/1p 20/1p 20/1p 20/1p 20/1p 20/1p 20/1p

I N

T

O

U T

L E

T S

E X

T

O

U T

L E

T S

E X

T

O

U T

L E

T S

Utility Point of

Demarcation

Notes:

1. Breaker, conduit, and conductor numbers/sizes shown here are estimates and must be confirmed based on the actual load from the equipment installed.

2. No conduit shall be smaller than 3/4". No conductors shall be smaller than #12 AWG.

3. All conductors shall be solid copper and rated for outdoor, wet environments.

4. When sizing conductors, voltage drop should be taken into account for runs longer than

50 ft.

200A Fused Safety Switch

(Disconnect - outside booth)

(4) #500 kcmil Cu

+ (2) 1/0 AWG Gnd

(2) 4" HDPE Conduit

H B

H

H B

H

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O n e

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B o o e c t r i c

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2' X 4' SURF. MOUNT EQUIVELANT LED LIGHT FIXTURE

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BOOTH ELECTRIC LAYOUT

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BOOTH LIGHT AND HEAT LAYOUT

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WP

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WP

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200 AMP PANEL 24 SPACE FED FROM POINT OF DEMARCATION

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36" ELEC. CAB. UNIT HEATER 28 MBH MIN

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WP

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FOURPLEX RECEPTACLE

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DUPLEX RECEPTACLE

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DUPLEX RECEPTACLE, WATER PROOF

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TELECOMM JACK

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THERMOSTAT

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SINGLE POLE SWITCH

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LED LIGHT PACK RECESSED IN EVE

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EMERGENCY LIGHTING MOUNTED ABOVE DOORWAY

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LED LIGHT PACK RECESSED IN EVE

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WP

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WP

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NOTES

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1. Locations may be adjusted if determined necessary based on equipment sizes, etc.Locations may be adjusted if determined necessary based on equipment sizes, etc.

AutoCAD SHX Text Equipment Cabinet

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RADC

AutoCAD SHX Text NEMA 12 Enclosure

AutoCAD SHX Text Electrical Junction Box

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22 DEC 2017

Fence

Robin Road

Fence

M o o t i g a t i o n

EV

N

00008-7J

F l o g h t i n g

D e t a i l

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LED FLOOD LIGHTING 3 LIGHTS ON NORTH POLE 2 LIGHTS ON SOUTH POLE

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FOG LINE

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AutoCAD SHX Text Light Pole Schedule

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AutoCAD SHX Text Description

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AutoCAD SHX Text LITHONIA SSA, 6" SQUARE X 20', WALL THICKNESS 0.25". 300 LBS MAX ALLOWABLE WEIGHT OR EQUIVALENT

AutoCAD SHX Text Pole Brackets

AutoCAD SHX Text LITHONIA SBS38 STEEL CROSS ARM MAX WEIGHT 150 LBS OR EQUIVALENT FOR POLE WITH THREE LIGHTS, LITHONIA SBS28 STEEL CROSS ARM MAX WEIGHT 250 OR EQUIVALENT FOR POLES WITH TWO LIGHTS.

AutoCAD SHX Text Mounting Blocks

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MOUNTING BLOCKS AND BOLTS TO BE DETERMINED AS PER MANUFACTURERS RECOMMENDATIONS.

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BLACK

AutoCAD SHX Text Flood Light Schedule Notes

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AutoCAD SHX Text Description

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LITHONIA HLF2 LED P2 40K MFL MVOLT DBLXD OR EQUIVALENT

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BLACK

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QUANTITY

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TRUE NORTH

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TRUE NORTH

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TRUE NORTH

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AutoCAD SHX Text Booth Flood Lights View from North

AutoCAD SHX Text Gate Flood Lights Side View

AutoCAD SHX Text Gate Flood Lights View from South

AutoCAD SHX Text Booth Flood Lights Side View

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22 DEC 2017

NEMA 12 Enclosure

4" Schedule 40 PVC

Existing Comm Handhole HH-04

Existing NEMA 4 BOX

Existing Conduit

M o o t i g a t i o n

EV

N

00008-7J

C o m m u n i c a t i o n s

D i s t r i b u t i o n

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TRUE NORTH

AutoCAD SHX Text 1337.5

AutoCAD SHX Text 1345.0

AutoCAD SHX Text 1338.3

AutoCAD SHX Text 1337.2

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COMMUNICATION DISTRIBUTION SITE PLAN

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NTS

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22 DEC 2017

Telecomm Entrance

Enclosure:

Copper Bus Bar

Copper Entrance Terminal

Fiber Entrance Terminal

Equipment Cabinet:

25 Pair 110 Patch Panel

RJ-45 Patch Panel

Future Install:

Network Switch

M o o t i g a t i o n

EV

N

00008-7J

G e n e r a l

C o m m u n i c a t i o n s

L a y o u t

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GND

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GENERAL COMMUNICATION CABINET LAYOUT

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SCALE: NTS

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(1) 2" EMT conduit with a SC-SC, 12 strand fiber optic patch cable

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(1) 2" EMT conduit with 2" EMT conduit with (6) 24 AWG copper pairs24 AWG copper pairs

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(1) 2" RGS Conduit to NEMA box on exterior of booth

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(1) 1" conduit for phone outlet with (4) Cat-6 Cables

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(1) 1" conduit for phone outlet with (4) Cat-6 Cables

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22 DEC 2017

Notes:

1. New NEMA 12 Enclosure mounted on the exterior of the guard booth

2. Existing NEMA 4 enclosure near intersection of Robin Road and Mountain View Road

3. 25 Pair 110 Patch Panel

4. RJ-45 PP: 12 Port RJ-45 Patch Panel

5. Cat 6 Ethernet Cable

6. (12 Strand) Single Mode Fiber Cable (SC-SC)

7. (6) 24 AWG Copper Pairs

Guard Booth

110 PP

RJ-45 PP

Fiber Entrance

Terminal

Copper Entrance

Terminal

HH-04

Existing Base

Fiber

Existing Base

Copper

NEMA

Enclosure

Data/Telecomm Outlets

Existing

NEMA

Enclosure

M o o t i g a t i o n

EV

N

00008-7J

C o m m u n i c a t i o n s

O n e

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22 DEC 2017

DPW-G14

[May 2018]

EL.1333.66

*New Monument-Brass

FENCE

EL. 1333.22

PowerPole

EL. 1333.66

TOPO1

EL.1336.21

DITCH1

EL.1334.68

R d

E

E

L

R d

C

L

N a i l

E

L

R d

W

E

L

C

U

L

V

E

L

TOPO3

EL.1337.53

TOPO5

EL.1335.47

D

I

T

C

H

E

L

R d E

E

L

R d

C

L

E

L

R d

W

E

L

D

I

T

C

H

E

L

Gate-W

EL.1335.10

Bangboard-N

EL.1334.78

G

A

T

E

E

E

L

G a t e

C

L

E

L

R d

C

L

C u r v e

E

L

R d

W

E

L

D

I

T

C

H

E

L

T

O

P

O

E

L

TOPO7

EL.1333.79

C U

L V

E L

R d

E

E

L

R d

C

L

E

L

R d

W

E

L

F

E

N

C

E

E

L

D

I T

C

H

N

E L

Rd-N3

1334.53

Rd-C L3

EL.1

335.1

R d -C

L

E L .1

.6

RD-S2

EL.1334.12

R d

W

E

L

D

I

T

C

H

E

L

TOPO2

EL.1337.84

TOPO4

EL.1335.79

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C

L

E

L

C

U

L

V

E

L

R d

E

E

L

Fence-CP

EL.1333.52

Bangboard-S

EL.1335.03

Comm-Line Marker

EL.1332.01

RD-N2

EL.1334.08

DITCH-N2

EL.1332.23

T O

P O

E L

RD-S3

EL.1334.80

C

U

L

V

E

L

T

O

P

O

E

L

54.2 ft

312.3 ft

234.6 ft

M o o s e

M i t i g a t i o n

E V

N

J

..\..\Auto Cad Drawings\Greely Reference\TitleBlock\NewLogo.JPG

S u r v e y

P o i n t s

Blue Lines: Approximate Ditch Low Points

Survey Points

Name

Easting Northing

Elevation

DPW-G14 1684117.12 3641907.64 1333.66

Power Pole 1684496.83 3641809.44 1333.91

Bangboard-N

1684195.35 3641879.02 1334.78

Bangboard-S

1684195.39 3641875.27 1335.03

Comm-Line Marker 1684108.54 3642529.78 1332.01

TOPO1 1684235.68 3641638.17 1336.21

TOPO2 1684125.94 3641629.58 1337.84

TOPO3 1684123.96 3641677.94 1337.53

TOPO4 1684213.64 3641678.97 1335.79

TOPO5 1684212.76 3641723.49 1335.47

TOPO6 1684124.72 3641724.50 1336.89

TOPO7 1684218.18 3641980.51 1333.79

TOPO8 1684130.03 3641977.05 1334.05

TOPO12 1684126.93 3641570.48 1337.05

DITCH2 1684148.09 3641629.96 1334.49

RD-W1 1684160.74 3641629.74 1336.87

RD-CL1(Nail)

1684173.18 3641629.63 1337.25

RD-E1 1684185.01 3641629.09 1337.16

DITCH1 1684200.23 3641628.97 1334.68

CULV1 1684147.44 3641678.33 1333.85

RD-W2 1684160.52 3641678.00 1336.51

RD-CL2 1684172.83 3641678.41 1336.83

RD-E2 1684185.03 364678.49 1336.55

CULV2 1684198.09 3641678.74 1333.68

DITCH4 1684145.53 3641722.30 1333.62

RD-W3 1684159.93 3641720.88 1336.22

RD-CL3 1684172.64 3641719.98 1336.62

RD-E3 1684184.67 3641714.83 1336.35

DITCH3 1684199.43 3641722.84 1331.81

CULV3 1684147.24 3641978.07 1331.34

RD-W4 1684159.03 3641978.35 1334.17

RD-CL4 1684171.33 3641978.09 1334.55

RD-E4 1684183.16 3641980.04 1334.27

CULV4 1684196.04 3641979.14 1331.07

DITCH6 1684140.97 3641565.67 1335.20

RD-W6 1684151.64 3641562.06 1337.26

RD-CL6 1684163.02 3641556.63 1337.77

Fence-CP 1684094.45 3641864.88 1333.52

Gate-W 1684157.47 3641864.32 1335.10

Gate-CL 1684172.03 3641864.39 1335.41

Gate-E 1684186.30 3641863.99 1335.02

Fence3 1684291.08 3641864.20 1333.43

Fence 1684498.29 3641863.65 1333.22

DITCH-N3 1684296.52 3641908.54 1333.40

RD-N3 1684295.27 3641903.40 1334.53

RD-CL3 1684293.40 3641889.58 1335.19

RD-S3 1684292.03 3641876.87 1334.80

DITCH-N2 1684494.41 3641904.90 1332.23

RD-N2 1684494.83 3641899.37 1334.08

RD-CL2 1684495.86 3641885.39 1334.64

RD-S2 1684497.12 364187.07 1334.12

Note: Survey points are provided for estimating purposes only.

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