_Plans_GRTE_700(4)_100__All_sheets_stamped_082317.pdf

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

A136 1458674.904 2454416.543 6429.906 43°36'03.094890"N 110°43'33.840122"W 6399.0888 0.99966495 3" Brass cap 1.

GROS1 1446409.716 2452428.063 6393.425 43°34'01.809340"N 110°43'59.560034"W 6362.3329 0.99966748 5/8" IR w/FHWA Alum Cap

VENTRE1 1447439.833 2452424.612 6398.269 43°34'11.982682"N 110°43'59.716297"W 6367.1943 0.99966725 5/8" IR w/FHWA Alum Cap

PROJECT : Grand Tetons Phase IV DATE OF FIELD WORK :Multiple Entries

DATE OF FINAL ADJUSTMENT : 10/2013

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : SPCS NAD83 CORS 96; Wyoming West 4904

EPOCH DATE : 2002.0000

VERTICAL DATUM : NAVD88 based on Geoid 03

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

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STATE PROJECT

A.6

SHEET

NUMBER

NPS GRTE 700(4)WY

NPS PMIS No. 207748 NPS Drwg. No.136/125480

SURVEY CONTROL

Sheet and Description

Section C Section D Section E Section G Section H Section I Section K Section L Section M Section N

Typical Sections

Plan & Profile

Soil Erosion Control Drainage Landscaping Utilities

Temporary Traffic Control

Permanent Traffic Control

Gros Ventre Bridges Lighting ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,016 84 2,100

A0140 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT (timber mat system, government furnished) EACH 2 2

A0160 15707-1000 SOIL EROSION CONTROL, TEMPORARY TURF

ESTABLISHMENT SLRY 4 1 5

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0200 20101-0000 CLEARING AND GRUBBING Contract

ACRE 3.2 2.2 5.4 Quantity

A0220 20301-0700 REMOVAL OF DELINEATOR EACH 6 9 15

A0240 20301-2400 REMOVAL OF SIGN EACH 9 9

A0260 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE Contract

LNFT 192 192 Quantity

A0280 20302-2100 REMOVAL OF PIPE CULVERT LNFT 63 3 66

A0300 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0320 20401-0000 ROADWAY EXCAVATION CUYD 5,855 454 857 384 7,550

A0340 20402-0000 SUBEXCAVATION As directed

CUYD 150 150 by the CO.

A0360 20404-0000 UNCLASSIFIED BORROW TON 3,545 7,713 642 11,900

A0380 20411-0000 SELECT BORROW TON 1,285 65 1,350

A0400 20441-0000 WASTE CUYD 345 35 380

A0420 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 488 172 40 700

A0440 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 24 4 28

A0460 25125-0000 BOULDER (landscaping, government furnished) EACH 29 29

A0480 25125-0000 BOULDER (bike rack, government furnished) EACH 3 3

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,105 2,463 444 688 7,700

A0520 31302-0300 AGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH SQYD 2,457 123 2,580

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2,032 1,146 172 3,350

A0560 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 1,033 67 1,100

A0580 41201-0000 TACK COAT (GRADE CSS-1, CSS-1h, SG1, SS-1h) TON 4 4

A0600 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 4,520 230 4,750

A0620 50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH

DEPTH SQYD 355 20 375

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

B.1NPS GRTE 700(4)WY

SHEET

NUMBER

NPS PMIS No. 207748 NPS Drwg No. 136/125480

Typical Sections

Plan & Profile

Soil Erosion Control Drainage Landscaping Utilities

Temporary Traffic Control

Permanent Traffic Control

Gros Ventre Bridges Lighting ALLOWANCE Bid

Schedule

A0640 50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH

DEPTH (exposed aggregate, colored) SQYD 200 10 210

A0660 57501-0000 MINOR BRIDGE WORK (bridge deck overlay, Gros Contract

Ventre Irrigation Bridge) LPSM ALL ALL Quantity

A0680 57501-0000 MINOR BRIDGE WORK (bridge deck overlay, Gros Contract

Ventre River Bridge) LPSM ALL ALL Quantity

A0700 60102-0000 CONCRETE(4-inch depth) SQYD 59 6 65

A0720 60201-0800 24-INCH PIPE CULVERT LNFT 412 23 435

A0740 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 8 8

A0760 60801-0400 PAVED WATERWAY, TYPE 4 SQYD 6 6

A0780 60901-0800 CURB, CONCRETE, 10-INCH DEPTH LNFT 195 195

A0800 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 42 42

A0820 60902-0600 CURB AND GUTTER, CONCRETE, 8-INCH DEPTH LNFT 1,235 1,235

A0840 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 2,031 2,031

A0860 60905-1000 GUTTER, CONCRETE LNFT 40 40

A0880 61501-0100 SIDEWALK, CONCRETE (4-inch depth) SQYD 49 6 55

A0900 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (4-inch depth) SQYD 169 16 185

A0920 61503-1000 MEDIAN, CONCRETE (approach nose) SQYD 32 32

A0940 61503-1000 MEDIAN, CONCRETE (colored) SQYD 470 470

A0960 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (colored) SQYD 253 253

A0980 61505-1000 ACCESSIBILITY RAMP, CONCRETE EACH 2 2

A1000 61509-0000 DETECTABLE WARNING PANELS SQYD 25 25

A1020 61708-1000 REMOVE AND RESET, GUARDRAIL LNFT 136 136

A1040 61904-0000 BOLLARD POST(removable) EACH 10 10

A1060 61921-1000 REMOVE AND RESET FENCE LNFT 30 30

A1080 62003-0000 STONE MASONRY (fence) LPSM ALL ALL

A1100 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 50 50

A1120 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH WIDTH HOUR 50 50

A1140 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 50 50

A1160 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 50 50

A1180 62201-2350 POWER BROOM HOUR 100 100

A1200 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 50 50

A1220 62201-3000 HYDRAULIC EXCAVATOR HOUR 50 50

A1240 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM

CAPACITY HOUR 50 50

A1260 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 100 100

Estimated Quantities Remarks and/or

Determination of Estimated

Quantity

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2NPS GRTE 700(4)WY

SHEET

NUMBER

Typical Sections

Plan & Profile

Soil Erosion Control Drainage Landscaping Utilities

Temporary Traffic Control

Permanent Traffic Control

Gros Ventre Bridges Lighting ALLOWANCE Bid

Schedule

A1280 62301-0000 GENERAL LABOR HOUR 100 100

A1300 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 80 80

A1320 62410-0000 PLACING MANUFACTURED TOPSOIL (soil and compost) SQYD 7,718 447 8,165

A1340 62411-0350 PLACING GOVERNMENT-FURNISHED TOPSOIL, 5-INCH

DEPTH SQYD 5,364 5,364

A1360 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type

1) EACH 3 3

A1380 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type

2) EACH 4 4

A1400 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type

3) EACH 4 4

A1420 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type

4) EACH 1 1

A1440 63302-0000 SIGN SYSTEM SQFT 183 183

A1460 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A1480 63316-1000 REMOVE AND RESET SIGN(remove) EACH 5 5

A1500 63318-1000 SNOW POLE HOLDER (TYPE I) EACH 124 11 135

A1520 63318-1000 SNOW POLE HOLDER (TYPE II) EACH 186 14 200

A1540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white) LNFT 13,502 298 13,800

A1560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow) LNFT 10,812 188 11,000

A1580 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (24-inch white stop line) LNFT 42 3 45

A1600 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white)

(parking lot) LNFT 534 16 550

A1620 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED LNFT 484 16 500

A1640 63401-2100 PAVEMENT MARKINGS, TYPE K, SOLID (12-inch white stop line) LNFT 30 1 31

A1660 63401-2100 PAVEMENT MARKINGS, TYPE K, SOLID (yellow) LNFT 1,012 28 1,040

A1680 63403-0200 PAVEMENT MARKINGS, TYPE B (yield line) SQFT 54 1 55

A1700 63403-0200 PAVEMENT MARKINGS, TYPE B (crosswalk) SQFT 240 10 250

A1720 63405-0050 PAVEMENT MARKINGS, SYMBOLS (type K, STOP

AHEAD) EACH 5 5

A1740 63405-0050 PAVEMENT MARKINGS, SYMBOLS (type B, Bike

Symbol) EACH 2 2

A1760 63405-0050 PAVEMENT MARKINGS, SYMBOLS (type B, XING) EACH 2 2

A1780 63405-0050 PAVEMENT MARKINGS, SYMBOLS (type B, accessibility parking aisle) EACH 1 1

Estimated Quantities Remarks and/or

Determination of Estimated

Quantity

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3NPS GRTE 700(4)WY

SHEET

NUMBER

Typical Sections

Plan & Profile

Soil Erosion Control Drainage Landscaping Utilities

Temporary Traffic Control

Permanent Traffic Control

Gros Ventre Bridges Lighting ALLOWANCE Bid

Schedule

A1800 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY

SYMBOL EACH 1 1

A1820 63405-4300 PAVEMENT MARKINGS, TYPE K, "STOP" WORD

MESSAGE EACH 6 6

A1840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 16 16

A1860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 200 200

A1880 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A1900 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN (government furnished) EACH 2 2

A1920 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN (YOUR SPEED) EACH 4 4

A1940 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 11 11

A1960 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 1,910 190 2,100

A1980 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

(type B solid white) LNFT 5,420 5,420

A2000 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

(type B solid yellow) LNFT 5,200 5,200

A2020 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 320 3,000 80 3,400

A2040 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 958 42 1,000

A2060 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS, SYMBOLS AND LETTERS SQFT 405 405

A2080 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 150 150

A2100 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 850 330 1,180

A2120 63601-2000 SYSTEM INSTALLATION, LIGHTING LPSM ALL ALL

A2140 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

(ROADWAY) (government furnished) EACH 4 4

A2160 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

(PATHWAY) (government furnished) EACH 4 4

A2180 63610-0100 CONDUIT, 3/4-INCH, PVC LNFT 300 30 330

A2200 63610-1600 CONDUIT, 2-INCH, PVC LNFT 2,500 250 2,750

A2220 63610-2200 CONDUIT, 3-INCH, PVC LNFT 500 50 550

A2240 63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG LNFT 100 10 110

A2260 63611-0200 WIRE, ELECTRICAL CONDUCTORS, 12 AWG LNFT 3,500 350 3,850

A2280 63611-0300 WIRE, ELECTRICAL CONDUCTORS, 10 AWG LNFT 13,600 1,400 15,000

A2300 63611-0500 WIRE, ELECTRICAL CONDUCTORS, 6 AWG LNFT 20 2 22

A2320 63611-0900 WIRE, ELECTRICAL CONDUCTORS, 1 AWG LNFT 120 12 132

Estimated Quantities Remarks and/or

Determination of Estimated

Quantity

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4)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4NPS GRTE 700(4)WY

SHEET

NUMBER

WY NPS GRTE 700(4) E.14

NPS Drwg. No. 136/125480

10.4 x 16 20302 -2100

20310 -1000

25101 -0200

60201 -0800

60210 -0800

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

U

G

EX

IS

TI

N

G P

IP

E

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

4-

IN

C H

PI

PE

C

U

LV

ER

T

REMARKS

See below for numbered notes

FEET CUYD LNFT EACH CUYD LNFT EACH

Sagebrush Drive 502+30 1 Gros Ventre Road 401+44 4 110 30 4 150 2 Crosses Pathway 1 @ 5+10 [1] 402+86 4 At paved waterway, type 4 Pathway 2 12+37 2 33 4 71 2 Pathway 3 17+16 2 4 35 2 19+96 5 59 4 156 2 Crosses Sagebrush @ 501+76 [1] North Leg SB 201+30 4 At paved waterway, type 4

PROJECT TOTAL 169 63 1 24 412 8

NOTE:

1. Steel pipe culvert minimum wall thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class.

2. Aluminized steel pipe culvert minimum wall thickness 5. See Std. 602-7 for acceptable concrete cell class.

required by the Std. 602-1 fill height table (steel). 6. Structural excavation is for information only.

3. Aluminum pipe culvert minimum wall thickness FOOTNOTE:

required by the Std. 602-1 fill height table. [1] Removal of pipe culvert to occur when the temporary grading for the bypass is removed.

End Sections to be attached to the permanent end of pipe culvert.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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-A ug -2

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T.

R ut le dg e H

S ch ra m

D es ig ne d C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

NPS GRTE 700(4)WY

NPS PMIS No. 207748 NPS Drwg. No. 136/125480

Note: The quantities shown hereon are approximate and are subject to field adjustments.

WY NPS GRTE 700(4) K.24

WY NPS GRTE 700(4) K.25

WY NPS GRTE 700(4) K.26

WY NPS GRTE 700(4) K.27

WY NPS GRTE 700(4) K.28

WY NPS GRTE 700(4) K.29

WY NPS GRTE 700(4) K.30

BRIDGE WORK QUANTITIES

TABULATION OF GROS VENTRE

FOOTNOTE:

NO SCALE

M.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d g r te r a .d g n

WY NPS GRTE 700(4)

A

M

A p r il

K

M il le r

C h e c k e d b y

D e s ig n e d b y

Saw cut

Mill pavement surface New asphalt

CONNECTION DETAIL

Tack coat

50' course Existing surface course Existing base

1.97 TON/CUYD[7]

Includes topsoil.[6]

Deck surface 250 SQYD; seal curb to curb.[5]

Deck surface 1,000 SQYD; seal curb to curb.[4]

1.94 TON/CUYD.[3]

Requirements for further information.

representative and application. See Special Contract

Includes surface preparations, manufacture technical [2]

Contract quantity.[1]

337+11

310+01

CL

-2.00%-2.00%

NO SCALE

ALIGNMENT: BRIDGE01

336+11 TO 337+11

323+89 TO 333+61

310+01 TO 321+00

MILL AND OVERLAY

TYPICAL SECTION

ALIGNMENT: BRIDGE01

RECONSTRUCTION

TYPICAL SECTION

321+00 TO 323+28

ALIGNMENT: BRIDGE01

BRIDGE WORK

TYPICAL SECTION

333+61 TO 336+11

323+28 TO 323+89

Existing ground

Profile grade

Traveled Way Traveled Way ShoulderShoulder

FOOTNOTE:

CL

-2.00%-2.00%

Asphalt concrete pavement, 6" compacted depth [1]

Roadway aggreate, method, 6" compacted depth

Existing ground

Profile grade

Traveled Way Traveled Way ShoulderShoulder

11'5' 5'11'

Asphalt pavement milling, 2" depth, Tack coat, Asphalt concrete pavement, 2" compacted depth

11'-0""8 75'-0 5'11'

CL

1:6 1:4

1:4

1:4

1:6

Variable 4' VariableVariable 4'

(bridge deck overlay)

Minor bridge work

Pay limts from curb to curb

TYPICAL SECTIONS

GROS VENTRE BRIDGE

M.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te r b .d g n

WY NPS GRTE 700(4)

A p r il

M il

C h e c k e d b y

D e s ig n e d b y

Place top 2" with rest of section.

Bottom 4" are allowed to be placed in one lift. [1]

N

NO SCALE

M.3

Begin Mill and Overlay

End Minor bridge work, 323+89 (BRIDGE01)

Begin Minor bridge work

End Reconstruction, 323+28 (BRIDGE01)

Begin Reconstruction

End Mill and overlay, 2" depth, 321+00 (BRIDGE01)

Begin Mill and overlay, 2" depth intersection construction, End of roundabout

310+01 (BRIDGE01)

350+80 (South Leg SB)

302+25.10 (South Leg NB) Begin Minor bridge work

End Mill and overlay, 2" depth, 333+61 (BRIDGE01)

Begin Mill and overlay, 2" depth, End Minor bridge work, 336+11 (BRIDGE01)

2" depth, End Mill and overlay, 337+11 (BRIDGE01)

PLAN

GROS VENTRE BRIDGE

See sheet M.4 for details

A C

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

D A

T E

P

A T

H

C h e c k e d b y M

B u tt e s

D e s ig n e d b y E

N a s z k o w s k a

Curve= C_B001

D

R= 750.00'

T= 35.29'

L= 70.53'

Curve= C_B002

D

R= 15,000.00'

T= 11.74'

L= 23.47'

Curve= C_B003

D

R= 15,000.00'

T= 8.78'

L= 17.56'

P C

.0

P T

.5

P C

.2

P T

.7

P C

.1

P

T

.7

P O

T

.6

20 4001020

SCALE IN FEET

321+00 TO 323+30

PLAN AND PROFILE

Proposed profile

Existing ground

N

Line to be constructed

Edge of shoulder

Gros Ventre Irrigation Bridge)

(bridge deck overlay, Minor bridge work

323+28 to 323+89

Irrigation Bridge

Gros Ventre

323+28 to 232+89

Begin Reconstruction

End Mill and overlay, 321+00

Begin Minor bridge work

End Reconstruction, 323+28

Begin Mill and overlay

End Minor bridge work, 323+89

CUYD

EXC.

CUYD

EMB.

324+00323+00 322+00321+00

6386 6386

6388 6388

6390 6390

6392 6392

6394 6394

6396 6396

6398 6398

6400 6400

6402 6402

M.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te r d .d g n

WY NPS GRTE 700(4)

A p r il

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C_B1002

D

R= 15,000.00'

T= 11.74'

L= 23.47'

T= 8.78'

L= 17.56'

P C

.2

P T

.7

P C

.1

,3

.8

,3

.6

-0.3500%

115' VC

K = 153

,3

.3

-1.1000%

-0.4500%

100' VC

K = 154

,3

.8

G P

S

V E

N T

R E

6391 6392

63956395

63976398

6395 6

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

Z G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

P

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

LIGHTING & ELECTRICAL LEGEND

A 2a

S

SS

C

S1

LCC1-F1

NEW BICYCLE COUNTER LOOP SAW CUT INTO TRAIL SURFACE.

NEW TRAFFIC COUNTER LOOP SAW CUT INTO ROADWAY SURFACE.

NEMA 4 ENCLOSURE AND ALL NECESSARY COMPONENTS FOR A COMPLETE AND OPERATIONAL SYSTEM.

LIGHTING CONTROL CENTER INCLUDING METER,METER DISCONNECT, SERVICE ENTRANCE RATED PANEL, CONDUCTORS REQUIRED IN THIS FEEDER.

FEEDER TAG - SEE "LCC1 FEEDER SCHEDULE" ON SHEET N2 FOR CONDUIT SIZE AND THE SIZE AND NUMBER OF

CONDUIT UNLESS OTHERWISE NOTED (U.O.N.) ON PLANS.

24" DEEP TRENCH, BURY AND BACKFILL RACEWAY - (4-#10 THWN CU, & 1-#10GND) IN 2" SCHEDULE 40 PVC

HOMERUN - NUMBER OF ARROWS INDICATE CIRCUITS.

OTHERWISE NOTED ON PLANS.

3" BORED CONDUIT UNDER CONCRETE SIDE WALK OR ROADWAY WITH SPLICE BOXES ON EITHER END, UNLESS

"ELECTRIC". S=11" X 18" X 12" DEEP, S1=13" X 24" X 12" DEEP.

FLUSH IN-GRADE POLYMER CONCRETE BOTTOMLESS, SPLICE BOX, TIER 22 RATED, BOLTED COVER LABELED

ELECTRICAL CIRCUIT NUMBER

LUMINAIRE TYPE

TYPE 'C' SURFACE MOUNTED LED SIGN-LIGHT.

ELECTRICAL CIRCUIT NUMBER

LUMINAIRE TYPE

TYPE 'A' LINEAR LED LUMINAIRE MOUNTED IN CHANNEL ON THE BOTTOM PERIMETER OF THE PILLAR CAP.

N.1

KEY MAP

LIGHTING COVER SHEET

TABULATION OF QUANTITIES

N.3 N.4

N.5

N .6

N .7

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

C h e c k e d b y

D e s ig n e d b y

D R

N C

:1

:1

P

M

C

D O

T D e fa u lt

I m p r o v e S a fe ty a t

G r o s V e n tr e J u n c ti o n C

A D g r te

L ig h ti n g

B o r d e r .d g n

P L

O T D

A T

E

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4) N.2

LUMINAIRE SCHEDULE

LUMINAIRE SCHEDULE

LCC1 FEEDER SCHEDULE

NOTES TO LCC1 FEEDER SCHEDULE:

"LOW-VOLTAGE WIRING". THE JUNCTION BOX SHALL BE MOUNTED INSIDE THE IN-GRADE SPLICE/PULL BOX.

WEATHERPROOF, JUNCTION BOX, WITH GASKETED BLANK COVER AND ENGRAVED LABEL ON COVER THE READS:

THIS SPLICE BOX), THE LOW-VOLTAGE WIRING SPLICE SHALL BE IN A SEPARATE, SINGLE GANG, PLASTIC,

3. WHERE LOW VOLTAGE SPLICES ARE NEEDED IN AN IN-GRADE SPLICE/PULL BOX (IF 120V WIRING ALSO EXISTING IN

WHEREVER POSSIBLE.

2. ALL LOW VOLTAGE WIRING (LESS THAN 120V) SHALL BE INSTALLED PULL BOX TO PULL BOX WITHOUT SPLICES

1. ALL WIRE SHALL BE 600V RATED, COPPER WIRING WITH WEATHER RESISTANT, OUTDOOR INSULATION.

N.3

LIGHTING PLAN

0 10' 20' 40' 80'

SCALE: 1" = 40'-0"

M A

T C

H L

IN

E S

H E

E T N .4

KEY MAP

UP

RL52F-382-LP

S

C

CKT#3

SIGN B

SAGEBRUSH DRIVE

LCC1-F15

LCC1-F22

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.3 N.4

N.5

N .6

N .7 asphalt asphalt ramp concrete sidewalk concrete

1.5%

1.8%max concrete

1.8% max concrete

1.8% max concrete a corner of concrete pad?

Is it ok if this rock is on

~1%

N.4

0 10' 20' 40' 80'

SCALE: 1" = 40'-0"

M A

T C

H L

IN

E S

H E

E T N .5

KEY MAP

M A

T C

H L

IN

E S

H E

E T N .3

MATCHLINE - SHEET N.7

MATCHLINE - SHEET N.6

WORK NOTES:

TELEPHONE IN THIS AREA AS WELL.

THE NEW CULVERT IN THIS AREA. ALSO LOCATE AND AVOID THE FIBER OPTIC AND

EXISTING GRADE AND/OR 48" BELOW FINISHED GRADE TO ACCOMMODATE AND AVOID

CONTRACTOR SHALL INSTALL THE CONDUIT IN THIS AREA LOWER THAN 36" BELOW

UP

NO. 161317

S S

S

LIGHTING CONTROL CENTER 'LCC1'

S

S

S

S S

LIGHTING PLAN N.8

SEE ENLARGED ROUNDABOUT

C

C

C

C

GROS VENTRE ROAD

U S

U S

CKT#1

SIGN G

CKT#1

SIGN F

CKT#1

SIGN H

CKT#1

SIGN E

SAGEBRUSH DRIVE

S

S

S

S

S

S1

S

LCC1-2a,2b,4a,4b(PART 1,3)

LCC1-F1

LCC1-F2

SLEEVE

CONTINUATION OF THIS

(SEE SHEET N.8 FOR

LCC1-F7

LCC1-F11

LCC1-F11

LCC1-F8

LCC1-F9

LCC1-F10

LCC1-F12

LCC1-F13

LCC1-F9

LCC1-F10

LCC1-F14

LCC1-F15

LCC1-F8

LCC1-F15

LCC1-F9

LCC1-F10

LCC1-F12

LCC1-F16

LCC1-F17

LCC1-F8

LCC1-F18

LCC1-F18

LCC1-F19

LCC1-F15

LCC1-F15

LCC1- (PART 3)

LCC1-F8

LCC1-F20

LCC1-F21

LCC1-F12

LCC1-F12

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

IN FALL 2017.

(LVE) TRANSFORMER INSTALLED

NEW LOWER VALLEY ENERGY

T

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.3 N.4

N.5

N .6

N .7 asphalt asphalt ramp concrete sidewalk concrete

1.5%

1.8%max concrete

1.8% max concrete

1.8% max concrete a corner of concrete pad?

N.5

0 10' 20' 40' 80'

SCALE: 1" = 40'-0"

M A

T C

H L

IN

E S

H E

E T N .4

KEY MAP

S

C

GROS

VENTRE

ROAD

CKT#3

SIGN A

S

LCC1-F9

LCC1-F10

LCC1-F15

LCC1-F22

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.3 N.4

N.5

N .6

N .7 asphalt asphalt ramp concrete sidewalk concrete

1.5%

1.8%max concrete

1.8% max concrete

1.8% max concrete a corner of concrete pad?

N.6

0 10' 20' 40' 80'

SCALE: 1" = 40'-0"

M A

T C

H L

IN

E S

H E

E T N .4

KEY MAP

B

B

S

C

US 26

CKT#3

SIGN C

LCC1-F15

LCC1-F22

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.3 N.4

N.5

N .6

N .7 asphalt asphalt ramp concrete sidewalk concrete

1.5%

1.8%max concrete

1.8% max concrete

1.8% max concrete a corner of concrete pad?

N.7

0 10' 20' 40' 80'

SCALE: 1" = 40'-0"

M A

T C

H L

IN

E S

H E

E T N .4

KEY MAP

S C

US 26

CKT#3

SIGN D

LCC1-F15

LCC1-F22

FOR SIGN LIGHTING.

SEE DETAIL 1&2/N.9

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.3 N.4

N.5

N .6

N .7 asphalt asphalt ramp concrete sidewalk concrete

1.5%

1.8%max concrete

1.8% max concrete

1.8% max concrete a corner of concrete pad?

N.8

0 10' 20' 40'

SCALE: 1" = 20'-0"

ROUNDABOUT LIGHTING PLAN

S

S

S

S

SS

S

S

S

4b

A

4b

A

4a

A

4a

A

2b

A

2b

A

2a

A

2a

A

S1

LCC1-F2

LCC1-F1

LCC1-F3

LCC1-F4

LCC1-F5

LCC1-F6

OF THIS SLEEVE)

FOR CONTINUATION

(SEE SHEET N.4

U S

SAGEBRUSH DRIVE

GROS VENTRE ROAD

U S

SAGEBRUSH DRIVE

GROS VENTRE ROAD

U S

U S

(TYPICAL OF 8)

SEE DETAIL 1 / N.10

TYPE 'A' IN PILLAR CAP.

SHOWS ON SHEET N.4

PULL BOX THAT

THIS IS THE SAME

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.9

LIGHTING DETAILS

N.9

NPS SIGN

7"-8" ROUND WOOD POST

6" ROUND WOOD LINTEL

N.9

7"-8" ROUND WOOD POST

NPS SIGN

6" ROUND WOOD LINTEL

24"

TO 120V POWER

2" PVC CONDUIT

BELOW GRADE.

ABOVE GRADE TO PVC

TRANSITION FROM GRC

1-1/2"

CL

CONDUIT PENETRATION.

TO ACCOMMODATE 1/2" LMFC

DRILL THROUGH WOOD LINTEL

MAX.

O.C.

3'-0"

TYPE 'C' - SIDE VIEW

3"

TYPE 'C' LIGHTING DETAIL SIGNS A - D (SIGNS E - H SIMILAR)

SCALE 1:20

SCALE 1:40

3"

0 1' 2' 4'

MATCH WOOD COLOR.

1/2" LMFC CONDUIT PAINT TO

W

L

D

CW

CL

ID

L

IDW

C W

C L

I D W

I D L

D

W

L

C W

C L

I D W

I D L

D

W

L

11"

18"

10"

17"

12"

13"

20"

13"

23"

11"

21"

12"

15"

25"

DETAIL NOTES

ELE

CTRI

C

COMPOSITE MINIMUM DIMENSIONS

PULL BOX / SPLICE BOX -

PLAN SYMBOL=PLAN SYMBOL=

N.9

PULL/SPLICE BOX DETAIL

NOT TO SCALE

S S1

BOXES

BOTTOMLESS

STACKABLE

FOR DRAINAGE PURPOSES.

PROVIDE A MINIMUM OF 8" OF PEA GRAVEL BASE UNDER BOTTOMLESS BOX 4.

AND WIRE SIZES.

BODIES MINIMUM SIZE" FOR BOX SIZE REQUIREMENTS BASED ON CONDUIT

REFER TO N.E.C. ARTICLE 314 "PULL AND JUNCTION BOXES AND CONDUIT 3.

INDEPENDENT TAG.

LABELING MUST BE CAST INTO THE COVER AND NOT A SEPARATE

"ELECTRIC" ON ALL PULL BOXES CONTAINING ELECTRICAL POWER.·

BOTTOMLESS BOX COVERS SHALL BE LABELED AS FOLLOWS:2.

REINFORCEMENT, INCIDENTAL TRAFFIC RATED TO TIER 22 AND BOLTED.

BOX AND COVERS MUST BE POLYMER CONCRETE WITH FIBERGLASS 1.

INFORMATION.

SHEET FOR ADDITIONAL

SEE DETAIL 3 ON THIS

FOR EXACT LOCATION.

BOX. REFER TO PLANS

FLUSH IN-GRADE SPLICE

SEE SIGN PLANS.

3" CHANNEL OR SIMILAR.

36"

BROWN.

BENJAMIN MOORE COLOR - OXFORD

PRIME AND PAINT TO MATCH

WITH CONDUIT STRAPS 36" O.C. MIN.

3/4" GRC SECURED TO WOOD POST

MOORE COLOR - OXFORD BROWN.

PRIME AND PAINT TO MATCH BENJAMIN

CONDUIT STRAPS @ 36" O.C. MAXIMUM.

MOORE COLOR - OXFORD BROWN.

3/4" GRC PRIME AND PAINT TO MATCH BENJAMIN

COLOR - OXFORD BROWN.

TO MATCH BENJAMIN MOORE

SIGN PLANS. PRIME AND PAINT

3" CHANNEL OR SIMILAR. SEE

- OXFORD BROWN.

MATCH BENJAMIN MOORE COLOR

CONDUIT AND FITTINGS TO

PRIME AND PAINT ALL SURFACE

BENJAMIN MOORE COLOR - OXFORD BROWN.

PENETRATION. PRIME AND PAINT TO MATCH

ACCOMMODATE 1/2" LMFC CONDUIT

DRILL THROUGH WOOD LINTEL TO

IN FRONT OF SIGN.

(OR SIMILAR) CENTER 6" ABOVE (MIN.) AND 6"

LIGHTS TO BE INSTALLED ON 3" CHANNEL

LIGHTS INSTALLED WITH A 5 DEGREE TILT.

(2)TYPE 'C' LINEAR LED LUMINAIRE SIGN

SIGNS A - D

(MIN.) ABOVE AND 6" IN FRONT OF SIGN.

3" CHANNEL (OR SIMILAR) CENTERED 6"

A 5 DEGREE TILT. LIGHT TO BE INSTALLED ON

LED LUMINAIRE SIGN LIGHT INSTALLED WITH

FOR SIGNS E - H, PROVIDE (1)TYPE 'C' LINEAR

TYPE 'C' LINEAR LED LUMINAIRE

IN FRONT OF SIGN.

(OR SIMILAR) MINIMUM 6" ABOVE AND 6"

LIGHT TO BE INSTALLED ON 3" CHANNEL

LIGHT INSTALLED WITH A 5 DEGREE TILT.

TYPE 'C' LINEAR LED LUMINAIRE SIGN

COLOR - OXFORD BROWN.

FITTINGS TO MATCH BENJAMIN MOORE

PRIME AND PAINT SURFACE BOX AND

FOR THE OTHER END OPEN CONNECTOR.

MALE/FEMALE CONNECTORS. PROVIDE CAP

TO IP66 RATED 5' CABLE W/ 3-PIN

TRANSTION FROM (2#10 THWN CU & 1#10GND)

GASKETED BLANK COVER. IN THIS BOX

1-GANG FS BOX WITH WEATHER PROOF

COLOR - OXFORD BROWN.

FITTINGS TO MATCH BENJAMIN MOORE

PRIME AND PAINT SURFACE BOX AND

FOR THE OTHER END OPEN CONNECTOR.

MALE/FEMALE CONNECTORS. PROVIDE CAP

TO IP66 RATED 5' CABLE W/ 3-PIN

TRANSTION FROM (2#10 THWN CU & 1#10GND)

GASKETED BLANK COVER. IN THIS BOX

1-GANG FS BOX WITH WEATHER PROOF

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

C h e c k e d b y

D e s ig n e d b y

D R

N C

:0

:1

C

D O

T D e fa

I m p r o v e S a fe ty a t

G r o s V e n tr e J u n c ti o n C

A D g r te

L ig h ti n g

B o r d e r .d g n

P L

O T D

A T

E

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

N.10

LIGHTING DETAILS

N.10

E

E

36"

TO 24VDC POWER

2" PVC CONDUIT

INTO CAP WITH WASHER ABOVE CLIP.

FOUR SIDES. ATTACH CLIPS WITH SCREWS

MOUNT WITH CLIPS MINIMUM 12" O.C., ALL

TYPE 'A' LINEAR LED

SEE LANDSCAPE PLANS FOR DETAILS

GRANITE CAPSTONE

INSTALLATION.

AROUND IT AND PRIOR TO CAP

CONDUIT AFTER PILLAR IS CONSTRUCTED

PILLAR FOOTPRINT. CUT AND DE-BUR

STUB UP 2" PVC CONDUIT AT CENTER OF

FOR EXACT LOCATION.

22 RATED. REFER TO PLANS

CONCRETE, SPLICE BOX, TIER

FLUSH IN-GRADE POLYMER,

MIN.

24"

SCALE 1:20

0 1' 2' 4'

PILLAR LIGHTING DETAIL - TYPE 'A'

THWN IN SPLICE BOX ON THE OTHER END

CONNECTOR AND HARDWIRED TO 2#10

WITH LUMINAIRE MANUFACTURER'S 3-PIN

3/C, LOW VOLTAGE, IP66 RATED, CABLE

E

E

E

E

GROMMET TO PROTECT CABLE.

PENETRATION AND RUBBER

CAP STEEL TO ACCEPT CABLE

CONTRACTOR TO DRILL HOLE IN

3-PIN CONNECTOR

MOUNTING CLIP

OF MOUNTING CLIP

WASHER ON EACH SIDE

MOUNTING SCREW

FACE OF PILLAR.

CAP AND AIMED PARALLEL WITH

AT OUTBOARD EDGE OF STEEL

TYPE 'A' LUMINAIRE INSTALLED

1/4" SET BACK

1 1/4"

STEEL ANCHOR BOLT.

PROVIDE GROUND LUG ATTACHED TO

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

U

S S u r ft

G r a n d T e to n N

P R o u n d a b o u t\

C A

D g r te

B o r d e r .d g n

J u n e

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 700(4)

C h e c k e d b y

D e s ig n e d b y

D R

N C

N.11

AND PANEL SCHEDULE

ELECTRICAL ONE-LINE, DETAIL

COMPONENT LIST

A

C

B

A

D

LC1 LC2

L L

E

F

FB2

F F

FB1

H

S

48"

WP

LC1MLO

100A

'LCC1'

PANEL 4

5 (4#10 THWN & 1#10 GND) IN PLASTIC WIREWAY

FB5 5

LC2

6(3#1 XHHW CU & 1#6GND) 2" PVC CONDUIT

(2#14 THWN & 1#14 GND) IN PLASTIC WIREWAY

T

(3#1 XHHW CU) 2" PVC CONDUIT

SPD

N G

NUMBER OF BREAKERS REQUIRED.

SEE PANEL SCHEDULE FOR SIZE AND

SERVICE ENTRANCE RATED PANEL.

CONDUCTORS.

AFTER 15'-0" OF #1 XHHW CU

100A

FRN-R

-3P

100A

N G

2M

WP

M

CB

PLAN SYMBOL=

ISCA=7,400

ISCA=6,462

M

H

G

K

L

M

N

P

N

(TYPICAL)

8 (2#12 THWN & 1#12 GND) IN PLASTIC WIREWAY

48"

N.11

LIGHTING CONTROL CENTER ELEVATION DETAIL

PLAN SYMBOL=

N.11 NOT TO SCALE

LIGHTING CONTROL CENTER ONE-LINE DIAGRAM

FB5 5

ENCLOSURE

NEMA 4X

Q

DISCONNECT

SERVICE

8'-0" APART MIN.

G

K

18"

2"

J

PPP

36"

TRANSFORMER

FROM UTILITY

INCOMING FEED

GRC

PVC

METER

UTILITY

TC1

E

Q Q Q Q

D

(TYPICAL)

T

R

R

S

T

SIGNS

APPROACH

SIGNS

ROUNDABOUT

TS

(8#10 THWN & 1#10 GND) IN PLASTIC WIREWAY

2a 2b 4a 4b

LIGHTS

MONUMENT

LIGHTS

MONUMENT

LIGHTS

MONUMENT

LIGHTS

MONUMENT

DD

DD 5DD

DD DD

DRIVER/DIMMERS

TERMINAL STRIP

POLES AS REQUIRED.

SIZE AND NUMBER OF

LIGHTING CONTACTORS.

BOX DIMMERS

HTR

FUSE BLOCKS

1 TO 12 SLOPE.

WITH NO GREATER THAN A

WIDTH OF THE ENCLOSURE

ENCLOSURE AND BY THE

AND BACK OF THE NEMA 4X

THE EARTH 36" IN FRONT

CONTRACTOR TO LEVEL

DETAIL NOTES:

FEEDER SCHEDULE

CHAMFER ALL EDGES.

(4) SIDES OF THE NEMA 4X ENCLOSURE. 3/4"

FOUNDATION PAD WITH 6" OVERLAP OF ALL

RE-BAR REINFORCED, 4000 PSI CONCRETE

WP

ROD. (2) GROUND RODS REQUIRED

CONNECT CONDUCTOR TO GROUND

OR UNDERGROUND RATED LUG

GROUND RODS. EXOTHERMIC WELD

(2)3/4" x 10'-0" COPPER CLAD DRIVEN

J

TRANSFORMER SHALL BE BY LOWER VALLEY ENERGY (LEV) FORCES.

COIL 5'-0" OF CONDUCTORS AT THE PAD MOUNT TRANSFORMER. FINAL CONNECTION TO

TO GROUND ROD

1#6 SOLID BARE COPPER IN 1/2•" GRC

LEAD MAXIMUM LENGTH

(3#10 THWN & 1#10 GND) 1/2" LFMC 18" WIRE

NEW

NOT TO SCALE

>ROUTE THIS CIRCUIT THROUGH THE LIGHTING CONTACTORS CONTROLLED BY THE TIME SWITCH FOR 'ON/OFF' CONTROL.

VALLEY ENERGY. INSTALLED IN FALL 2017.

(ESTIMATED TO BE 25KVA) BY LOWER

UTILITY PAD MOUNTED TRANSFORMER

COLOR - OXFORD BROWN.

PRIME AND PAINT TO MATCH BENJAMIN MOORE

1/2" X 8" LONG CONCRETE ANCHORS TO PAD.

MOUNTING FLANGE. PROVIDE A MINIMUM OF (6)

PANEL, OPEN BOTTOM WITH HEAVY DUTY

COVER, 16" DEEP, ENCLOSURE WITH BACK

12 GA., 316 STAINLESS STEEL, NEMA 4X, HINGED

4X ENCLOSURE COLOR.

CONDUITS TO MATCH NEMA

PAINT ALL SURFACE

THE ENCLOSURE. CONTRACTOR SHALL SIZE UP ENCLOSURE WIDTH AS REQUIRED. ALL WIRING SHALL BE 600V RATED.

ALL COMPONENTS LISTED SHALL BE INCLUDED IN THE SYSTEM INSTALLATION, LIGHTING PAY ITEM AND SHALL FIT INSIDE NOTE:

CONNECT GROUND CONDUCTOR TO GROUND ROD. (2) REQUIRED.

GROUND CONDUCTOR EXOTHERMIC WELD OR UNDERGROUND RATED LUG,

GROUND RODS - 3/4"X 10'-0" LG, COPPER-CLAD DRIVEN GROUND ROD WITH

INDUSTRIAL CONTROL PANELS). (2) REQUIRED.

LIGHTING CONTACTORS AS REQUIRED BY UL 508A (2001 STANDARD FOR

FUSE BLOCKS - 4 POLE, 30A, 300V, FUSE BLOCKS W/30A, FRNR FUSES TO THE

CONTACTORS.

VIA LIGHTING CONTACTORS. THIS TIME SWITCH CONTROLS THE LIGHTING

SWITCH (TRACKS SUNRISE & SUNSET) FOR ON/OFF CONTROL OF ALL LIGHTING

TIME SWITCH - 30A, 120V, NEMA 1, 7-DAY ELECTRONIC ASTRONOMIC TIME

SWITCH #2. "APPROACH SIGNS"

SWITCH #1. "ROUNDABOUT SIGNS"

OF TYPE "C" LUMINAIRES. ENGRAVED EACH SWITCH COVER AS FOLLOWS:

WIRE CONNECTION) WITH 1-GANG BACK BOX AND COVER PLATE FOR CONTROL

(ELV), BOX DIMMER COMPATIBLE WITH LED LUMINAIRES (REQUIRES NEUTRAL

DIMMER - 600WATT, 120V-60HZ., SLIDE-TO-OFF, ELECTRONIC LOW- VOLTAGE

TO MATCH BENJAMIN MOORE COLOR - OXFORD BROWN.

DIAGRAM. MOUNT ON BACK SIDE OF NEMA 4X ENCLOSURE PRIME AND PAINT

WITH GROUND AND NEUTRAL BUS AND FUSES AS INDICATED ON THE ONE-LINE

HEAVY DUTY, FUSIBLE, DISCONNECT SWITCH (SERVICE ENTRANCE RATED)

SERVICE DISCONNECT - 316 STAINLESS STEEL, NEMA 4X, 100A, 250V, 2-POLE,

ENCLOSURE COLOR BY CONTRACTOR.

TO MATCH BENJAMIN MOORE COLOR - OXFORD BROWN TO MATCH NEMA 4X

ENCLOSURE . FURNISHED BY LVE, INSTALLED, CONNECTED, PRIME AND PAINT

METER HOUSING WITH LEVER BYPASS. MOUNTED ON BACK SIDE OF NEMA 4X

METER HOUSING - 200A, 120/240V, 1-PHASE, 316 STAINLESS STEEL, NEMA 4X,

BREAKERS).

(SEE PANEL SCHEDULE FOR QUANTITY AND SIZE OF MAIN AND BRANCH

PANEL - NEMA 1, SERVICE ENTRANCE RATED, SINGLE PHASE LOAD CENTERS.

TIME SWITCH

ASTRONOMIC

TRAFFIC COUNTER- FURNISHED BY N.P.S. INSTALLED BY CONTRACTOR.

ENABLE/DISABLE FEATURE)

L-L. STANDARD OPTIONS (RED & GREEN LED'S, AUDIBLE ALARM WITH

120/240VAC SINGLE PHASE, 3W+G PROTECTION MODES L-G, N-G, L-N OR

PHASE RATINGS (65kA-80kA PER MODE), 20kA INOMINAL, 200kA SCCR, , LIGHTNING PROTECTION MASTER LABEL COMPLIANT, 130kA-160kA PER

SURGE PROTECTION DEVICE - UL 1449 FOURTH EDITION LISTED, UL 96A

BICYCLE COUNTER - FURNISHED BY N.P.S. INSTALLED BY CONTRACTOR.

DRIVER W/ BUILT-IN DIMMER. COMPATIBLE WITH LED LUMINAIRES.

AT 18" BELOW GRADE.

PROVIDE TRANSITION COUPLINGS BETWEEN PVC (IN EARTH) AND GRC

WITH COVER.

PLASTIC WIREWAY - 2" x 3" x LENGTH AS REQUIRED, SLOTTED WIREWAY

1-GANG BACK BOX AND COVER.

MAINTENANCE RECEPTACLE - 20A, GFCI, DUPLEX RECEPTACLE IN A

LIGHTING CONTACTORS W/ 120V COILS. (2) REQUIRED.

LIGHTING CONTACTOR - 4 POLE, 30A, 250V ELECTRICALLY HELD

OF 30 POINTS.

PROVIDE THE NUMBER OF TERMINAL POINTS AS REQUIRED, MINIMUM

WITH ALL MARKING STRIP, END CAPS AND MOUNTING HARDWARE.

TERMINAL STRIP - 600V RATED, LUGS TO ACCEPT #4-10 AWG COPPER

SCHEDULE FOR SIZE AND QUANTITY REQUIRED.

LIGHTING AND COUNTERS FED FROM THIS LCC. SEE PLAN AND FEEDER

BRANCH RACEWAYS - PROVIDE BRANCH CIRCUIT RACEWAYS TO ALL

ENCLOSURE TEMPERATURE AND MOUNTS ON BACK PANEL.

THERMOSTAT, FAN-DRIVEN HEATER THAT MAINTAINS A STABLE

CABINET HEATER - 1300W-230V ELECTRIC HEATER WITH BUILT-IN

303-530-7229

BOULDER, CO 80301

4699 NAUTILUS COURT SOUTH STE. 102

LIGHTING DESIGN AND ENGINEERING

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

C h e c k e d b y

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WY NPS GRTE 700(4)