14_Existing_Hydraulic_Bollards.pdf

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JEFFERSON NATIONAL EXP ANSI ON MEMORIAL

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TITLE OF SHEET

COVER SHEET

PROJECT OVERVIEW SITE PLAN

ABBREVIATION SHEET

LEGEND SHEET

ACCESS CONTROL POINT NO. 1

ACCESS CONTROL POINT NO. 2

ACCESS CONTROL POINT NO. 4

ACCESS CONTROL POINT NO. 5

ACCESS CONTROL POINT NO. 7

CIVIL DETAILS

MAINTENANCE COMPLEX LOWER LEVEL ELECTRICAL PLAN

MAINTENANCE COMPLEX UPPER LEVEL ELECTRICAL PLAN

MAINTENANCE COMPLEX POWER RISER DIAGRAM

ELECTRICAL ACCESS CONTROL POINT N0.1

ELECTRICAL ACCESS CONTROL POINT N0.2

ELECTRICAL ACCESS CONTROL POINTS NO. 1 AND 2

ACCESS POINT N0.2 ELECTRICAL VAULT AND POLE DETAILS

ACCESS POINT N0.2 ELECTRICAL VAULT DETAIL

MAINTENANCE COMPLEX ACCESS CONTROL RISER AND DETAILS

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1443N6020070902

JEFF - PMIS 92506

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! PRIME: 366 I NAME: HOR ENGINEERING RECOMMENDED:-=-:---,--,.,------ BOLLARD BARRICADE SYSTEM 60,070 ! crrv, STATE Project Monoger Dote UNITED STATES LOCATION WITHIN PARK

! OMAHA, NEBRASKA DEPARTMENT OF THE INTERIOR PARK GENERAL PMIS/PKG NO.

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BASIC DATA:

j DENVER SERVICE CENTER REGION COUNIY STATE

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PROTECT EXISTING EES

SEE NOTE 1 (TYPi

PR0fe:CT EXISTING

FIXED TRAFFIC

BARRIERS

P""E~ LIGHT POLE

PR(>rEtf ~XPOSED

AGGREGATE, SIDEWALK

NOTE:

REMOVE ANO REPU.CE

CAST llWN TREE G'RATE

REMOVE EXPOSED

AGGREGAT( SIDtwAU< l'O NEAREST JOINT

1. CONSTRUCT TEMPORARY SNOW FENCE AT DRIPUNE.

ACCESS CONTROL POINT NO. 7 SITE PLAN

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(TYP.)

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AGGREGATE

SIDEW~

BOLLARD PLAN

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DRAWING NO.

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PMIS/PKG NO.

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SLOPE TO MATCH EXISTING

6" EXPOSED AGGREGATE CONCRETE

SIDEWALK PAVING W/ #4 BARS 0 12"

~-----....ii.-_.. _ __._. CENTERS-BOTl-I WAYS, CENTERED IN SLAB.

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4" CRUSHED AGGREGATE BASE

tjQIES;

1. SPACE CONTROL JOI 6'-0" O.C. UNLESS OTl-IERWISE INDICATED.

2. SEE TYPICAL EXPANSIO AND CONTROL JOINT DETAIL Tl-llS SHEET.

EXPOSED GGREGATE SIDEWALK

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f10.75" O.D.x83.5" LONG

PL 1 x83.00 IN LONG

WELD TO PIPE W/ (4)

1/4"fX2" FILLET WELDS

TOP AND BOTTOM.

SEE SECTION-B

(4) #10 BARS TOP 2

LAYERS

f5 STIRRUPS 0 4 IN O.C.

CLOSED AT BOTTOM CORNER

W/ 90' HOOKS -----'

#5 TIES

W/180' HOOKS EA. END

TACK WELD STEEL PLATE

STEEL PIPE PARALLEL

VEHICLE TRAVEL DIRECTION

SCHEDULE 80 STEEL PIPE

@SECTION

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2'-8"

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UNDISTURBED SOIL

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~6" CONCRETE SIDEWALK

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2. SEE TYPICAL EXPANSION AND COl\fTROL JOINT DETAIL Tl-llS SHEET.

@CONCRETE SIDEWALK

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CONTRACTION JOINT

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14" LONG 0 12" C/C

TRANSVERSE CONSTRUCTION JOINT

DEPlH OF SAWCUT AS

REQ'D F'OR SEALANT,

SEALANT RECESS AND

BACKER ROD.

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIR.

-t.i-~"- 1/8" MIN. INmAL SAWCUT

T - PAVEMENT Tl-llCKNESS

SEE DETAIL "A"

LONGITUDINAL CONJRACTION JOINT

JOINT SEALER

TIE BARS 1/2"X 30"

0 30" C/C

LONGITUDINAL CONSTRUCTION JOINT

(EMERGENCY 'IRANSVERSE CONSTRUCTION JOINT)

POURED JOINT

SEALANT RECESSED

1/8" TO 1/4" BELOW

TOP OF PAVEMENT.

_.,_ ___ +-- NONMOISTURE l\BSORPTIVE, NONREACTIVE BACKER ROD

TO FIT SNUG IN JOINT.

._____......_ __ _,_ DEPTH OF SEALANT .. 1.0

TO 1.5 TIMES Tl-IE WIDTl-I

OF SEALANT RESERVOIR

COMPL.ElED SAWCUT JOINT

@CONCRETE PAVEMENT JOINT DETAILS

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SUB SHEET NO. lTTl.E Of SHEET

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CIVIL DETAILS J. BOWEN C8 TECH. REVIEW:

C. OLSON

DATE: JEFFERSON NATIONAL

DRAWING ND.

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60,070

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