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PARSONS BRINCKERHOFF

NORTH TERMINAL PROJECT

LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT

NEW ORLEANS, LOUISIANA

TRANSMITIAL COVER

Date : 06/23/2016

To: Company: HGBM Person: Document Control

Submitted on Behalf of: NOAB

Document Title: GMP 09

Number of Copies: One (1) Electronic

Document Attached: Align with GMP

Action:

Transmittal#: 03727-006-0l

From: Company: PB Person: Jim Stievater

Delivered Via: Email

i No Cost!Time Impact. Proceed with the work indicated. Advise within 24 hours if there is any Cost or Time Impact.

D Cost Decrease. Proceed with the work. Submit credit proposal for Review. D Cost Increase. Proceed with the work on a T&M Basis. Cost to be submitted when work is complete. D Cost Increase. Proceed with the work. Submit a proposal for review. D Cost Increase. Do not proceed with work. Submit proposal. D VE/Conformed Documents Implementation

Comments: Attachment. Cl CP 5701 , Cl CU 5010, Cl CU 5013, Cl CU 5014, Cl G 0012, Cl ES 1002, Cl ES 1003, Cl ES 1102, Cl ES 1702, Cl ES 1703, Cl ES 7002, Cl ES 7003

Construction Manager Approval:

CC: File PB-Chris Spann Document Control @HGBM-JV.com [email protected]

~ ~/~;" Date

0 .,

\IERTICAl REINfORCINC (SEE "TABL£ A')

LIGHT POLE FOUNDATION SCAl£; NONE

"TABLE A" LIGHT POLE FOUNDATION DIMENSIONS (REFER TO DETAIL 1)

FOUNDATION MINIMUM .t MlNIMUM TOP OF TOTAL VERTICAL

LIGHTING FOUNDATION FOUNDATION SOIL EMBEDMENT FOUNDATION FOUNDATION FOUNDATION REINFORCING POLE DEPTH RADIUS DIAMETER REFERENCED HEIGHT BARS

TO FINISH HEJGHT (FT) (IN) {IN) GRADE <m (OlY, SIZE. & SPA) (FT) "A" "B" "c" "D" "A" + "D"

30 e 14.0 28 D e 6 - #5 BARS EQUALLY SPACED

40 8 15.5 JI 0 8 7 - #5 BARS EDUALL Y SPACED

50 10 15,5 31 +2.s n 12.5 11 - #5 BARS EOUALLY SPACED

• NOTE DIMENSION "C" MAYBE INCREASED TO NEXT STANDARD COMMERICAL FORM SIZE.

LKiHTING PP\ F FOUNDATION NOTES·

1. LIGl!TINC POL£ fOUNO,\lKlNS ARE 0€SIGNE0 FOR MANUFACTURED POlE WIIH A W.XIMUM HEIGHl FROM TOP OF FOUNDATION TO TOP Of POL£ AS SHOWN IN THE WILE A. THE MANUFACTURED POU: SHALL HAVE A W.XIMUM OF TWO (2) BANNERS OF SIZE 5• -6" (W) X 2' -6" (H) MOUNTED M A MAXIMUM HElGllf Of 18'- 0" ABOVE lHE TOP Of THE FOUNOATIOH. SE£ SHEET Cl ES 1102 LIGHTING SITE PlAN FOR UG!fllNG LOCATIONS, DETAILS, ANO CONDUIT LAYOUT. THE CONTRACTOR POL£ SHAU PRCMDE A BASE PLATE ANO ANCHOR BOLT ASSEMBlY OF A[)[OUATE CAPACITY FOR THE MANUFACTURED LJCHTING POL£ SEL£CTED.

2. SEE " TABLE A", FOR DIMCNSIONS "A", "B", "C", & "D" SHOWN IN DETAIL 1 - lJC>IT POL£ FOUNDATION.

3. If 1HE 5aECTED MANUFACTURED POL£ HEIGIIT OR BANNER SIZE EXCE£0S TH( DIMENSIONS PREVIOUSl Y DESCRIBED, TH£ FOUNDATION Will. NEED TO BE REDESIGNED.

4. FORM FOUNOAllDN CONCRETE ON CDMPETANT SOIL PLACE UP TO 12" Of COMPACTED IMPORTED FlU. OR STONE AS REOUIREO TO ESTABIUSH FOUNDATION PLATFORM. BACKFlU. ARCUNO FOUNOATKlN WITH COMPACTED SOIL {PER ASTM 0698) OR WIIH ftOWABLE FlL

5. All CAST IN PLACE FOUNDATION CONCRETE SHAU BE CLASS "M (IA)" (f 'c • 4000 PSI). All REINFORCING STEEL SHALL BE GRADE 60 STE[L All FOUNDATION RONFORCINC STEEl CONCRETE COVER SHAU BE J', UNtrSS NOTEO OTHER\\lSE.

HORIZONTAL FOUNDATION REINFORCING

BARS

(OlY, SIZE, & SPA)

QJ BAR HOOPS 0 6" ON CENTER

HJ BAR HOOPS 0 6" ON CENTER

HJ BAR HOOPS 0 6" ON CENTER

FOR SIGN SUPPORT FOUNDATION DESIGN AND DETAILS REFER TO LADOTD BRIDGE DESIGN SPECIAL DETAILS - SIGNING (FOR OVERHEAD TRAFFIC SIGNS 01 TO 16 SEE SPECIAL DETAILS INDEX NUMBER BD.2.7.1.0. 1 TO BD.2.7.1.0. 16; FOR ROADSIDE TRAFFIC SIGNS 01 TO 11 SEE SPECIAL DETAILS INDEX NUMBER BD.2.7.2.0.1 TO BD.2.7.2.0.11; FOR U-CHANNEL TRAFFIC SIGNS 1 TO 2 SEE SPECIAL DETAILS INDEX NUMBER BD.2.7.3.0.1 TO BD.2.7.3.0.2.

4-/5 BARS AT EO. SPACES

.., I .....

4

3 SIGN FOUNDATIONS SCALf: NONE

J'-0* •

~ ANCHOR 80l TS*

'LOCATION, SIZE ANO LAYOUT OIMENSKlNS ARE TO BE VERIF/£0 FOR REOUIRED BASE PLATE AND ANCllOR PATTERN.

#5 BARS SPACED AS SHOWN

EDGE or DECK

LIGHT STD. BARRIER MOUNT SC,lil: NONE

10·,10·, )f SO.

';,, I .....

(EL£VATK>N)

(PlAN)

,· 11

3

(ANCHOR BOLT)

2" 0 CONDUIT FOR UCHTNG

~· GROUT AROUND S4SEPLAIE

2 BASE PLATE FOR LIGHTING AND FUTURE CANOPY SCALE: NONE

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL A IRPORT PROJECT ADDRESS KENNER. LOUISIANA ZIP

CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NE'N ORLEANS AVIATION BOARD, 900 EAST A!RLINE ORNE. KENNER, LA 70062

CRESCENT CITY AVIATION TEAM

~-~±I I ;~;t 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 IF (504) 841.2229

ATKINS 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.2226 I F (504) 841.2229

KEY PLAN

REVISIONS

FILE LOG

...... '"'""

100% CONSTRUCTION DOCUMENTS PROJECT NO. 051-10250-000 6-30·2015

ELEVATED ROADWAY MISC. FOUNDATIONS

VOLUME 2.1

Cl CP 5701

--- . . ---.... / .~ •• ,! ,r ...........

/ • • ,.,. • .t:.• .. • "

,/ ~. . . ..,

- - -,- ......., - (MAT EDGE

( ' • ' • ';\ WALL EXTERIOR FACE

I . __.-..:._-...... \ I . ·• / ,, WALL INTERIOR FACE . - / \

L. -: . I · \ I · . I ' . \ I •• 4 • • • l

\ ., \

\ . •. ... ....... . . , /

---.... ' -----·- - ~ ---g·

11·

16'

ffi VALVE PIT #1 PLAN Cl CU 5010 SCA1.E; J/8' • 1·-0·

'-..__./

l I

··. ;

Cl CU 5010 '-..__./

12" SQUARE PRESTRESSED -- - PRECAST CONCRffi PILES (TYP.) - ---- OF 3 PLACES / /

/ / - ---.... \ ,/

I / - ---.... ' \ I //

/'

' " " \ \ I I I

\ \ \ I I I I I \ \ \

I I l \ l l

I \ \ I I I

I I I \ \~" I \ / I '

10,

--- Cl~lO \ ....... / ---... --- /

" --- /

' ,/

.......... -- -- _..,,. ---e·-e·

{D FOUNDATION PLAN Cl CU 5010 SCALE: J/8" • 1·-0·

'-..__./

2' 6" -

(4\

' Cl CU 5010

V

-

-

$ 8/ PILE U. T.B.D.

g'

I ------

1= 1 ..... -- - ---

~

"\_ 64 STD. HOOKS

.iB @ 12" O.C.1~ WAY, TOP AND

BOTTOM I-

\ . . =

., . " I°"-- ROUGHEN

EMBEDDED TOP & SIDES OF PILE TO }'<" AMPLITUDE

- ---------1\r-- - ~

----

\_NOTE:- -

+-.::::=.:

'\

-

PILES PER PLAN

1' WAY,

EACH FACE

AL

V' #4 @ 9" O.C. EACH

~ V #6 @ 12" o.c. VERTIC EACH FACE (TYP.)

v V #6 @ 12" o.c. HORIZ ONTAL EACH FACE (TYP.)

'f

I

~#6 DOWEL@ 12" O.C. - (TYP.)

D E CONTINUOUS BENTONIT

~v

V2"x4" SHEAR KEY AN

WATERSTOP (TYP.)

!I!

-

0 I

0 0 I I

f-4" ,f-4~

16

Cf'\ VALVE PIT #1 SECTION Cl CU 5010 SCA1.E; J/B" • r-o·

'-..__./

f6 @ 12" O.C. EACH FACE VERTICAL (TYP.)

1' g' 1·

Cf') VALVE PIT #1 SECTION Cl CU 5010 SCAL£: J/a" • 1·-0·

'-..__./

NOTES 1. REFER TO Cl CU 501 4 FOR TOP PLAN OF VALVE PIT.

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER LOUISIANA ZIP

CITY OF NEW ORLEANS THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


~~±! I ;~;t 1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 / F (504) 841 .2229

ATKINS 1 GALLERIABOULEVARD#1516 METAIRIE, LA 70001 T (504) 303.2226 / F (504) 841 .2229

KEY PLAN

REVISIONS

FILE LOG

100% CONSTRUCTION DOCUMENTS PROJECT NO. 051 -10250-000 06-30-2015

SITE UTILITIES VALVE PIT#1 STRUCTURAL

Cl CU 5010

4'-0"0 WET WELL

(3) 75' LONG 7" TIP - 12" BUTT CLASS B TREATED TIMBER

PILES

LIMITS OF BOTTOM SLAB

Cl CU 5013 ~

ANCHOR WET Will BASE FLANGE TO SLAB PER PUMP STATION SUPPLIER RECOMMENDATIONS

#4 @ 12" O.C. EACH WAY, TOP AND BOTTOM

STONE BASE

(3) 75' LONG 7" TIP - 12• BUTT CLASS 8 TREATED TIMBER

PILES

PACKAGED PUMP

STATION WET

WELL

WET WELL FLANGE

"''(S) \ \ I I

// --/

PU MP STATION 3 AND 4 CD FOUNDATION PLAN

Cl CU 5013 SCA!.£: l/8" • 1'-o· ~

8'

,·

PUMP STATION 3 AND 4 ffi FOUNDATION SECTION

Cl CU 5013 SCA!.£: 3/8" = 1'-o" ~

,.

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER LOUISIANAZIP

CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION

:~~i<~N:~~1~o~


~ .. ~±I I ;~;t 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) B41.2229

ATKINS 1 GALLERIA BOULEVARD #1516 M ETAIRIE, LA 70001 T (504) 303.2226 / F (504) B41 .2229

KEY PLAN

REVISIONS

"'"

FILE LOG

100% CONSTRUCTION DOCUMENTS PROJECT NO. 051-10250-000 06-30-2015

SITE UTILITIES PUMP STATION #3 AND #4 STRUCTURAL

Cl CU 5013

NOit: WliERE LOCATION Of OP(NING WILL NOT PERIAfl STRAJGlfT BAR THEN A BENT BAR Sl!AU BE USED. (1) #M'- 0" LONG TOP AND

BOTIOM OF SLAB EACH CORNER

'i. - - --

( 1) #4 EA. FACE SEE NOTE 1

CD SLAB OPENING REINFORCEMENT Cl CU 5014 SCAlE: J/4" • r-o· ~

NOTES: 1. BARS NOTED FOR OPENING ARE IN ADDITION TO REINFORCEMENT

SHOWN IN TH[ PLANS AND SECTIONS. (1) - #4 EA. FACE - BAR TO EXTEND PAST EDGE OF OPENING AT LEAST 2'-0" IF THE GEOMETRY OF THE OPEN ING ANO TOP SLAB DO NOT ALLOW A FULL 2' -0" EXTENSION PAST THE OPENING, THEN USE THE LONGEST EXTENSION POSSIBLE IN ADDITION TO A STANDARD HOOK TURNED AWAY FROM THE OPENING.

_,_ ,.,-- -----

/ " / " I '\

I \ I ~ \

- 1--- -- ,,J __ __ j _ _

\ ~ I \ I \ I

'\ /

"' I / '- ,/ ---

NOTES:

16'-6"

I 'i.

( 1) #Bx5' -0" LONG EACH FACE OF WALL

(I'\ WALL OPENING REINFORCEMENT Cl CU 5014 SCALE: J/4" • 1'-0" ~

"' I ;,,

CUT TO ELEVATION

/

/ ~ ~ / /

/ / / //

/ / / /

ROUGHEN EMBEDDED PILE TOP AND SIDES TO Y," AMPLITUDE

// // ~; ////

/

ffi PILE TOP CUT OFF DETAIL Cl CU 5014 SCA1£ J/4" = 1'-o· ~

PUMP STATION AND VALVE PIT 2 DETAIL OMITTED FROM DRAWING

~ I ;,,

I. OPENINGS TO BE COORDINATED WITH MECHANICAL PLANS AND EQUIPMENT SUPPLIED.

PUMP STATION AND VALVE PIT (I:'\ SLAB OP ENING PLAN

Cl CU 5014 SCA1£ J / 6" = 1' -o· '-----"

2 0

~

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER, LOUISIANA ZIP

CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD lHE NEW ORLEANS AVIATION BOARD, 900 EAST AIRL INE DRIVE. KENNER, LA 70062


~.~±! I ;0;,t 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) 841.2229

ATKINS 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.2226 / F (504) 841 .2229

KEY PLAN

REVISIONS

FILE LOG

"'"""lY I


SITE UTILITIES DETAILS

Cl CU 5014

;.;

5 ~

! .;;

.., ~ ~ . " I ~ ~ J, iii

I ] :!)-;.;

I i J l, :, l;

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": fl) .. .... .... "' u "' "' >' fil "' rl N I

Ill u rl

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-a "' ~ "' "'

I H

2'-6' (TYP.)

t, 24 TURNS l'l 2'

= 4 -0

I 2"-24" 11! SOLID 24", 30", 36" 11! VOIDED

PRECAST-PRESTRESSED CONCRETE PILES

TOP OF PILE (CUT-OFFI

5 TURNS at I ' = 5'

!l PPC PILE BUILD-UP AS FABRICATED

2" Ill VENT FOR VOIDED PILES ONLY. (L OCATE TO CLEAR REINFORCING)

CHAMFER

1/z' DIA. STRANDS EO. SPACED

SPIRAL

SECTION A-A * 2" FOR 12" S. 14' PILE SIZE. CLEARANCES MEASURED AT CENTER LINE OF PILE.

r - - -, CUT OFF PILE I r- SECTION

6' BOTTOM OF CAP

\12 MIN. SAW CUTTING COLLARS OR OTHER APPROVED METHODS SHALL BE USED AT BREAK- OFF POINT

(W-4.5 SPIRAL) PILE HEAD DETAIL 2' Ill VENT HOLE

TO AVOID SPALLING

PRES TRESSING STRANDS

PILE SIZE VOID (In.) "D"

(in.)

12 SOLlD 0

14 SOLID 0

16 SOLID 0

I B SOLID 0

20 SOLID 0

24 SOLID 0

NOTE: VENTS RE.QUIRED AT PILE HEAD ONLY

CUT OFF EMBEOMENT IN BENT CAP PILE HEAD DETAIL

!VOIDED PILES ONL YI

ONE (I) NO. 6 BAR PER STRAND (TYP.)

SPI RAL TURNS ID 6 ' PITCH

TYP. BUILD-UP WHERE REDRIVI NG IS NOT REQUIRED

(WHERE REDRIVING IS REQUIRED PILE BUILD-UP IS NOT ALLOWEDl

SECTION PROPERTIES

SECTION AREA WEIGHT

MODULUS PER FOOT (in.2) lin. 3) (lb/ ft)

144 288 150

196 457 204

256 663 267

324 972 336

400 1333 417

I-POINT PICK-UP

PILE INFORMATION

2-POINT PICK-UP

PICK-UP DETAI LS

2 POINT PICK-UP SHALL TAKE PRECEDENCE OVER 3 POINT PICK-UP WHERE APPLICABLE.

SQUARE SPIRAL LAYOUTS

3-POINT PICK-UP

CHAMFER NO. OF PRESTRESS IN CONCRETE (psi) MAX. CASTING LENGTH (ft) STRANDS

(in.) AT RELEASE

o/.," 4 B30

3/.," 8 1203

o/.,' 12 1373

o/.," 12 1096

I \12" 16 11 80

AT 90 DAYS L1 L 2

774 53.3 76.0

11 16 66.0 93.4

1273 67.6 95.7

1026 72.0 102.7

II 06 78.4 111.3

L3

105.0

130.4

136.7

142.5

154.6

MAX. ALL OWABLE DRAFT '/• PER FT. (EA. SIDE)

.

GENERAL NOTES

DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPEClFICATIONS, 6th EDITION 2012, WITH 2013 INTERIMS.

CONCRETE IN PILE, THE CONTRACTOR SHALL DESIGN AND SUBMIT FOR APPROVAL A CONCRETE MIX WITH A MINlMUM COMPRESSIVE CYLINDER STRENGTH OF 6000 PSI AT 28 DAYS. CONCRETE STRENGTH AT THE TIME OF TRANSFER OF PRESTRESSED FORCE SHALL BE 4500 PSI OR GREATER.

CONCRETE IN BUILD-UP: BUILD-UP CONCRETE SHALL MEET OR EXCEED THE CONCRETE DESIGN REQUIREMENTS OF THE ORIGINAL PILE. BUil T UP CONCRETE NOT MEETING THE ABOVE REQUIREMENTS SHALL BE REMOVED AND REPLACED AT NO DIRECT PAY.

PRESTRESSJNG STEEL, PRETENSIONED REINFORCEMENT SHALL BE 1/z" DIA. SEVEN-WIRE, UNCOATED LOW- RELAXATION STRANDS GRADE 270 AND SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M203. AN INITIAL TENSION OF 30,980 LBS. SHALL BE APPLlED TO EACH STRAND.

DEFORMED REINFORCING STEEL: REINFORCING STEEL SHALL BE DEFORMED STEEL BARS, GRADE 60 AND SHALL MEET THE REQUIREMENTS OF AASHTO M3 I.

SPIRAL REINFORCING STEEL, SPIRAL REINFORCEMENT SHALL BE SIZE W-4.5 COLD-DRAWN STEEL WIRE AND SHALL CONFORM TO AASHTO M 32M.

FABRJCAIION TOLERANCES· MANUFACTURE OF THE PILlNG AND FABRICATION TOLERANCES SHALL BE IN ACCORDANCE WITH THE "MANUAL FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF STRUCTURAL PRECAST CONCRETE PRODUCTS (MNL- 11 6, LATEST EDITlON) PUBLlSHED BY PCJ, AND THE DRAFT DETAIL SHOWN BEL OW.

CHAMFERS AND CORNERS· ON PILES I B' Ill OR SMALLER. ALL EXPOSED CONCRETE CORNERS ARE TO HAVE 3/.i'. CHAMFERS. ON PlLES 20" Ill OR LA~GER , ALL EXPOSED CONCRETE CORNEHS ARE TO HAVE 1\12" CHAMFERS. A I RADIUS CURVE WILL BE PERMITTED IN LIEU OF CHAMFERS SHOWN ABOVE. HOWEVER. ALL PILES FURNISHED SHALL BE OF THE SAME CONFIGURATION.

PICK-UP AND HANDLING: LOADING CRITERI A ARE BASED ON CAREFUL HANDLING OF THE PILE. ROTAT ION OF THE PILE IN THE SLING SHALL BE PREVENTED UNTIL THE. PILE IS IN VERTICAL POSITION.

PICK-UP POINTS FOR ALL THE PILES SHALL BE CLEARLY MARKED ON PILES. SUPPORT FOR STORAGE SHALL BE AT PICK-UP POINTS. IN THE CASE OF I -POINT PICK-UP, SUPPORT PILE AT 0.29L 1 FROM EACH END.

PILES SHALL BE MADE AT A CENTRAL PLANT AND BE TRANSPORTED TO THE BRIDGE SITE. BEFORE TRANSPORTATION, ALL PRE.STRESSED PILING SHALL BE HELD AT THE PLANT FOR 14 DAYS AFTER CASTING AND SHALL ATTAJN A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI.

PICK-UP POINTS SHOWN MAY BE MODIFIED FOR TRANSPORTATION PURPOSES, PROVIDED THE PILE STRESSES ARE IN ACCORDANCE WITH THE DESIGN CRITERIA. ANY SUPPORT CONFIGURATION DIFFERING FROM THOSE SHOWN ON THlS PLAN SHALL REQUIRE STAMPED AND SIGNED CALCULATIONS TD BE SENT TO THE BRIDGE DESIGN ENGINEER FOR REVIEW.

PILES REQUIRING THREE PICK- UP POINTS AND TRUCK TRANSPORTATION SHALL REQUIRE PIVOTING SPREADER BEAMS THAT PROVIDE FOUR POINTS OF SUPPORT TO THE PILE., RESULTING IN PILE STRESSES WITHIN DESIGN CRITERIA. THE TRUCK TRANSPORT SUPPORT POINTS SHALL BE SENT TO THE BRTDGE DESIGN ENGINEER FOR REVIEW.

ALL EMBEDDED LIFTING LOOPS SHALL BE PROVIDED WITH 2" DEEP FOAM BLOCKOUTS. PRIOR TO TRANSPORT. LIFTING LOOPS SHALL BE REMOVED TO PROVIDE 2' MINIMUM CLEAR COVER. THE REMAINING CAVITIES SHALL BE CLEAR OF ALL SL AG AND LOOSE MATERIAL, ANO THEN FILLED WITH A PATCHING MATERIAL FROM OPL NO. 49. THE PATCHING MA TERI AL MUST MEET OR EXCEED PILE CONCRETE REQUIREMENTS FOR STRENGTH AND PERMEABILITY •

VENT HOLES· FOR VOIDED PILES THAT REQUIRE BUILD-UP OR CUT-OFF, THE VENT HOLES SHALL BE RE-ESTABLISHED AT 6 ' BELOW THE BOTTOM OF THE BENT CAP, AS SHOWN IN THE ' CUT OFF' AND "BUILD-UP' PILE DETAILS ON THIS PLAN.

SHOP DRAWINGS, ANY DEVIATION FROM THE DETAILS SHOWN ON THIS SHEET, OR ANY DESIGN CHANGES MADE TO THE PILES SHALL REQUIRE SHOP DRAWINGS TO BE SUBMITTED TO THE BRIDGE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

ALLOWABLE HANDL! NG STRESSES· THE MAXIMUM LENGTHS FOR PICK-UP HAVE BEEN DETERMINED USING THE FOLLOWING AASHTO LRFD STRESSES FOR BOTH 14 ANO 90 DAYS.

ALLOWABLE TENSILE STRESS (ksil: 0.19 ,/f'; ALLOWABLE COMPRESSIVE STRESS (ksil: 0.451~ IMPACT FACTOR: 1.5 MIN. F INAL COMPRESS I VE STRESS: 0. 7 ksi

576 2304 600 1\12' 24

24 VOIDED 10.5 489 2254 510 1\12" 20

30 VOIDED 16.5 666 4257 715 1\12" 28

1227 1154 86.7 122.7

1204 11 19 92.9 131.4

1203 1120 107.8 152.6

172.0

I B3.2

212.5

-r--~ - -1·--c-rn~

ALL DETAILS NOT TO SCALE 36 VOIDED 22.5 B9B 7077 936 1\/z" 36 I I B2 1102 120.6 170.9 237.9 DRAFT DETAIL BRIDGE 6

STRUCTURAL DESIGN


CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION SOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


~.~±! I ;~~t 1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 / F (504) 841 .2229

ATKINS 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70DD1 T (504) 303.2226 / F (504) 841 .2229

KEY PLAN

REVISIONS

ICONFORMED 0~ -~20~16~) ---+-- -

FILE LOG

-


SITE UTILITIES PILE DETAILS

CICU501 5

Cl CPF 4006 ENLARGED STRUCTURE DRAINAGE PLAN Cl CUD 1000 Cl CPF 5001 STRUCTURE DRAIN DETAILS Cl CUD 1001

Cl CUD 1002 Cl CG 1000 CIVIL GRADING PLAN KEY MAP Cl CUD 1003 Cl CG 1001 CIVIL GRADING PLAN A\ Cl CG 1002 CIVIL GRADING PLAN ,q\ At- Cl CU 0001 Cl CG 1003 CIVIL GRADING PLAN A.\ At- CICU0002 Cl CG 1017 CIVIL GRADING PLAN Cl CU 1000

. Cl CG 2001 CIVIL LANDSIDE PROFILES AIRPORT RD TRAFFIC CIRCLE Al\ Cl CU 1001

I Cl CG 2002 CIVIL LANDSIDE PROFILES INBOUND TRAFFICE CIRCLE BYPASS OUTBOUND Cl CU 1002 TRAFFIC CIRCLE BYPASS Cl CU 1003

Cl CG 2003 CIVIL LANDSIDE PROFILES D~PARTURES RD DEPARTURES RETURN Cl CU 1007 Cl CG 2004 CIVIL LANDSIDE PROFILES DEPARTURES TO ARRIVAL RD FBO ACCESS RD Cl CU 1008 Cl CG 2005 CIVIL LANDSIDE PROFILES DEPARTURES ACCESS Cl CU 1019 Cl CG 2006 CIVIL LANDSIDE PROFILES GTC ACCESS PROPOSED GOODS OUT ACCESS A~ Cl CU 1022 Cl CG 2007 CIVIL LANDSIDE PROFILES ARRIVALS RD Cl CU 2001 Cl CG 2008 CIVIL LANDSIDE PROFILES ARRIVALS ACCESS Cl CU 2002 Cl CG 2009 CIVIL LANDSIDE PROFILES BAINBRIDGE ST CUP ACCESS RD "~ I Cl CU 2003 Cl CG 4001 CIVIL LANDSIDE ROUNDABOUT GRAPHICAL GRADING PLAN Cl CU 2004 Cl CG 4002 CIVIL GRADING PLAN I I\ Cl CU 2005 Cl CG4003 CIVIL GRADING PLAN

) " Cl CU 2006 Cl CG4004 CIVIL GRADING PLAN

) " Cl CU 2007 Cl CG4005 CIVIL GRADING PLAN

) " Cl CU 2008 Cl CG 7001 ADDITIVE ALTERNATE CIVIL LANDSIDE GRADING PLAN Cl CU 2009 Cl CG 7002 ADDITIVE ALTERNATE CIVIL LANDSIDE GRADING PLAN Cl CU 2010 Cl CG 7003 ADDITIVE ALTERNATE CIVIL LANDSIDE GRADING PLAN Cl CU 2011

Cl CU 2012 Cl CFD 1000 DRAINAGE DEMOLITION LAYOUT KEY MAP Cl CU 2013 Cl CFD 1001 DRAINAGE DEMOLITION PLAN Cl CU 2014 Cl CFD 1002 DRAINAGE DEMOLITION PLAN Cl CU 2015 Cl CFD 1003 DRAINAGE DEMOLITION PLAN Cl CU 2016

Cl CU 2017 Cl CDF1011 LANDSIDE DRAINAGE CONSTRUCTION LAYOUT lc\ Cl CU 2018 Cl CDF 1012 LANDSIDE DRAINAGE CONSTRUCTION LAYOUT lc\ Cl CU 4001 Cl CDF 1013 LANDSIDE DRAINAGE CONSTRUCTION LAYOUT le\ :et-etf-40 Cl CDF 1014 LANDSIDE DRAINAGE CONSTRUCTION LAYOUT le\ I CTCD400'1 -Cl CDF 1015 LANDSIDE DRAINAGE CONSTRUCTION LAYOUT le\ -ei-et:J-50()1

Cl CU 5002 Cl CF 1000 CIVIL DRAINAGE PLAN KEY MAP Cl CU 5003 Cl <F 1001 DRAINAGE PLAN l e\ A.\ -ei-et:J-5004--Cl CF 1002 DRAINAGE PLAN IC\ A.\ -etet:t-500 Cl CF 1003 DRAINAGE PLAN /c:\ 'A\ Cl CU 5006 Cl CF 2001 DRAINAGE PROFILES LANDSIDE /c:\ Cl CU 5007 Cl CF 2002 DRAINAGE PROFILES LANDSIDE /c\ CI CU S008 Cl CF 2003 DRAINAGE PROFILES LANDSIDE l e\ Cl CU 5009 Cl CF 2004 DRAINAGE PROFILES LANDSIDE IC\ Cl CU 5010 Cl CF 2005 DRAINAGE PROFILES LANDSIDE IC\ -etetl-S01 Cl CF 2006 DRAINAGE PROFILES LANDSIDE /c:\ I '-1'-U Cl CF 2007 DRAINAGE PROFILES LANDSIDE lc\ I '(Cl CU 5013 Cl CF 2008 DRAINAGE PROFILES LANDSIDE /c\ I crc11 ;;ri:i::a Cl CF 2009 DRAINAGE PROFILES LANDSIDE l e\ Cl CU 5015 Cl CF 2010 DRAINAGE PROFILES LANDSIDE Yc\ ( CICU~5016 Cl CF2011 DRAINAGE PROFILES LANDSIDE /c\ 'lr:1 cu 5017 Cl CF 2012 DRAINAGE PROFILES LANDSIDE /c\ Cl cu SOW Cl CF 2013 DRAINAGE PROFILES LANDSIDE le\ Cl CU 5021 Cl CF 2014 DRAINAGE PROFILES LANDSIDE le\ Cl CU 5022 Cl CF 2015 DRAINAGE PROFILES LANDSIDE le\ Cl CU 5023 Cl CF 2016 DRAINAGE PROFILES LANDSIDE IC\ Cl CU 5030 Cl CF 2017 DRAINAGE PROFILES LANDSIDE Cl CU 5031 Cl CF 2018 DRAINAGE PROFILE<; LANDSIDE /c:\ Cl CU 5032 Cl CF 4011 DRAINAGE PLAN ENLARGEMENTS le\ A\ Cl CU 5033 Cl CF4012 DRAINAGE PLAN ENLARGEMENTS le\ Cl CU 5034 Cl CF 5010 DRAINAGE BEDDING DETAILS PLAN A.\ Cl CU 5035 Cl CF 5011 DRAINAGE BEDDING DETAILS PLAN A\ Cl CU 5036 Cl CF 6001 STRUCTURE TABLE /c\ A\ Cl CU 5037 Cl CF 6002 STRUCTURE TABLE lc\ Cl CF 6003 STRUCTURE TABLE lc\ Cl CM 1000 Cl CF 6004 STRUCTURE TABLE l e\ A.\ Cl CM 1001 Cl CF 6005 STRUCTURE TABLE "/c\ A.\ Cl CM 1002 Cl CF 6006 STRUCTURE TABLE /c\ Cl CM 1003 Cl CF 6007 STRUCTURE TABLE /c\ A\ Cl CM5001 Cl CF 6008 STRUCTURE TABLE /c:\ Cl CM 5002 Cl CF 6009 STRUCTURE TABLE /c\ ,q\ Cl CM 7002 Cl CF 6010 STRUCTURE TABLE l e\ A\ Cl CM 7003 Cl CF 7002 ADDITIVE ALTERNATE DRAINAGE PLAN JC\ I

Cl CF7003 ADDITIVE ALTERNATE DRAINAGE PLAN IC\ Cl CN 0001 Cl CF7004 ADDITIVE ALTERNATE DRAINAGE PROFILES LANDSIDE /c:\ Cl CN 1000

I CJ CF 7005 ADDITIVE ALTERNATE DRAINAGE PROFILES LANDSIDE /c:\ Cl CN 1001 I Cl CF 7006 ADDITIVE ALTERNATE DRAINAGE PROFILES LANDSIDE le\ Cl CN 1002

Cl CF 7007 ADDITIVE ALTERNATE DRAINAGE PROFILES LANDSIDE le\ Cl CN 1003 Cl CF 7008 ADDITIVE ALTERNATE STRUCTURE TABLE IC\ Cl CN 6001

, Cl CN 7002

SITE UTILITIES DEMOLITION PLAN KEY MAP SITE UTILITIES DEMOLITION PLAN SITE UTILITIES DEMOLITION PLAN SITE UTILITIES DEMOLITION PLAN

SITE UTITI LIES GENERAL NOTES SITE UTILITIES CONTROL DATA SITE UTILITIES KEY MAP SITE UTILITIES PLAN SITE UTILITIES PLAN SITE UTILITIES PLAN SITE UTILITIES Pl AN SITE UTILITIES PLAN SITE UTILITIES PLAN SITE UTILITIES PLAN SITE UTILITI ES SEWER PROFILES SITE UTILITIES SEWER PROFILES SITE UTILITIES SEWER PROFILES SITE UTILITIES FORCE MAIN PROFILE SITE UTILITIES FORCE MAIN PROFILE SITE UTILITIES FORCE MAIN PROFILES SITE UTILITIES FORCE MAIN PROFILE SITE UTILITIES WATER PROFILE SITE UTILITIES WATER PROFILE SITE UTILITIES WATER PROFILE SITE UTILITIES WATER PROFILE SITE UTILITIES WATER PROFILE SITE UTILITIES WATER PROFILES SITE UTILITIES WATER PROFILES SITE UTILITIES WATER PROFILES SITE UTILITIES WATER PROFILES SITE UTILITIES WATER CONNECTION DETAILS SITE UTILITIES WATER PROFILES ~NLARGED KENNER PUMP STATION PLAN ~ ROffl"'NORfltTfRMtNAf P~ ~ ~ ~ ~

DElEfED ~lfGFTl P-U1'1P S•AlTOlil I\TO. 1 !'"LAN ---- ---,,,- -. .. , ,u ,cS-SANl'ft•,RY-SE-wE"'Ri51UNDER MANHOLE DELETED SITE UTITILIES PUMP STATION NO. 1 SITE UTITILIES PUMP STATION NO. 1

k-tr , " - - ~tJMP"S'fATION Nfl. 2 DELETED

" '" -ES-PtJM~fl:-2-- DELETED SITE UTILITIES PUMP STATION NO. 3 & 4 PLAN SITE UTILITIES PUMP STATION NO. 3 & 4 PLANS & DETAILS SITE UTILITIES GENERAL STRUCTURAL NOTES SITE UTILITIEc; PUMP STATION NO. 1 STRUCTURAL SITE UTILITIES VALVE PIT NO. 1 STRUCTURAL " r , , , , u ~fS-PtJMP'5'fA'flfiN"'N<r.2"Sfi\tJCTtJRAL DELETED

.. ,t'fc u, , u , ,cs-\lAtlfE-f'ff-N<r.r5TlttJEftfR'At--- DELETED SITE UTILITIES PUMP ~STATION NO. 3 AND NO. 4 STRUCTURAL ~ITl'll'fl[1Ti1'.Sl'i E'TAILS - - - -c;ITE UTILITIES PILE DETAILS SITEUTILITIES PUMP STATION 1#1 STRUCTURAL ALT 1 -PRFCAST ~ ~ ~ SITE UTILITIES PUMP STATION 1#1 STRUCTURAL ALT 2 - FIBERGLASS Sl'fEllTiu"ilg ITECTRICALl5SliicJ:' 1 - -SITE UTILITIES ELECTRICAL PS NO. 2 SITE UTILITIES ELECTRICAL PS NO. 3 & NO. 4 SITE UTILITIES ELECTRICAL PUMP STATION DETAILS SITE UTILITIES WATER DETAILS SITE UTILITIES WATER DETAILS SITE UTILITIES WATER DETAILS SITE UTILITIES PIPE RESTRAINT DETAIL SITE UTILITIES SEWER DETAILS SITE UTILITIES SEWER DETAILS SITE UTILITIES STANDARD DETAILS SITE UTILITIES STANDARD DETAILS

PAVEMENT MARKING PLAN KEY MAP PAVEMENT MARKING PLAN PAVEMENT MARKING PLAN PAVEMENT MARKING PLAN PAVEMENT MARKING PLAN DETAILS PAVEMENT MARKING PLAN DETAILS ADDITIVE ALTERNATE PAVEMENT MARKING PLAN ADDITIVE ALTERNATE PAVEMENT MARKING PLAN

SIGNAGE PLAN GENERAL NOTES AND SIGN LEGEND SIGNAGE PLAN KEY MAP SIGNAGE PLAN SIGNAGE PLAN SIGNAGE PLAN SIGNAGE COORDINATE SUMMARY ADDITIVE ALTERNATE SIGNAGE PLAN

~ 1

) ·" ) .\

l e\ , .I, l e\

) ·" ) ·" ' ·" ) ,

l e\ A.I. /c:\

A.\ A.,, A\

A.\

l e\ /tl\ le\ Ai\ le\ Ai\ ·" .I-.

). , I,.

l e\ /tl\ ) ,I,.

le\ A,\ , ·" l e\ Ai\

A.\

-A.\

A.\ Ai A.\

le\ A.t le\ le\

, .I-. /c:\ , ·" - ' ·" , .I,

·" /L\ l /i.\

~

I

_ L__


CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD. 900 EAST AIRLINE DRIVE, KENNER. LA 70062


!;.~±I I ; ~;,~' 1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 / F (504) 8-41 .2229

ATKINS 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.2226 / F (504) 8-41.2229

KEY PLAN

REVISIONS

FILE LOG

-...... -

100% CONSTRUCTION DOCUMENTS PROJECT NO. 051-1 0250--000 6-30-2015

DRAWING INDEX VOLUME 2.1 LANDSIDE CIVIL INFRASTRUCTURE

VOLUME2.1

Cl G 0012

(/) w

u t-w w STA. 14+00 I P20 (/) STA. .lO+ 75

P94 w STA. 15+60 w P2 l (/)

STA. .l01 +BS P23

w z ::J

I u t-<i: L

STA. 303+45 P25

STA. _304+25 P26

STA. 305+05 P27

STA. 305+85 P28

STA. 306+65 P29

STA. 307+35 P30

STA. 308+05 P3l

STA. 30B+70 P32

ADDITIVE ALTERNATE NO. Cl-02

G.A F. · ACtLt;y

STA. 54+20 P75

STA. 54+B5 P77

STA. 403+15 P35

STA. 5 3+20 P36

STA. 52+40 P76

STA. 51+60 P37

STA. 50+B0 P38

,.

' . .

..

MATCH LI NE - SEE SHE ET Cl ES 101 7

~ . ;-0 / ~ ~ STA. 56,+18-

, P115

\ ·:-.

THIS PORTION OF TAXI HOLD LOT ADDITIVE ALTERNATE NO. Cl - 01

STA. 509+ 0 Pl l9

NOTES: 1. FOR CONTINUATION SEE AODITlVE ALTERNATE LIGHTING SITE

PLAN SHEET Cl ES 7002.

2. FOR CONTINUATION SEE ELEVATED ROADWAY LIGHTING SITE PLAN SHEET Cl ES 1102.

lr'V-V-V.,,--"'1R/'l~~~~"'{"--F"'!""<""!'"...,-"<"'Y-...-...,-"<"'Y-v-...-...

I")

0 0

(/) w

u

4. COORDINATE ELECTRICAL WORK AT PULL BOX ON OUTSIDE OF TERMINAL BUILDING FOR EXTENDING WIRING TO ELECTRICAL ROOM 1370.

KEYED NOTES:

CD 266 & 1 f6 GND.

0 •66 & 166 GND.

0 6H6 & l # 6 GND. AND 2610 & 1#10 GND. (CKT. I) 120V.

0 6#6 & l #6 GND. AND 4#10 & lllO GND. (CKTS. l,2) 120V.

® 4#10 & 1610 GND. (CKTS. l,2) 120V.

© 6#6 & 116 GND.

0 12#6 & 266 GND.

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS K~NNER, LOUISIANA ZIP

CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARO, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


~~±! I [~;,t 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) 841 .2229

ATKINS 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.2226 / F (504) 841.2229

KEY PLAN

REVISIONS

OUCRJf'llQN

1- - -t-c::::o:cc,.,=,.,..,-cc,.cc-, - - --r.1·2~

FILE LOG

-.....

Signature: Date:

so· o so· 100· ,;t:i~ffiN 11111 I illiii SCALE, 1"= 100'-o"


LANDSIDE LIGHTING SITE PLAN

VOLUME2.1

Cl ES 1002

g

i ! ;.:

"' ~ ~

I { ~ ~ 'i ~ 's ,!. §

g ' 8 ~ 1 i /

~ -g .> • ·" t ) '6

N 0 0

(/) w

u 1-w w I (/)

w w

l=t!~=:!..,'_~

r.n,~~=~1

ST~. P25

STA. 6 17+20 P25 STA. 17+80 P25

STA. 56+ 10 P277

STA. 56+20 P228

STA. 55+40 P278

..

· -.-

0

I . I

STA. 75+60 P274

I

I I I I I

I I I I I

I I I

I

I

I

I I

I / I I I I I I I I I

NOTES: 1. FURNISH ANO INSTALL UNDER BASE 810.

2. FOR CONTINUATION SEE ADDITIVE ALTERNATE LIGHTING SITE PLAN SHEET Cl ES 7003.

KEYED NOTES:

0

0

©

®

©

0

©

® @

@

@ @) @

2#6 & 1 #6 GNO.

466 & 1 #6 GNO.

2 /16 & 166 GNO. AND 2f10 & 1 #10 GND. (CKT. 1) 12DV.

6#6 & 1 #5 GNO. ANO 4#10 & 1#10 GND. (CKTS. 1,2) 12DV.

6§5 & 1 # 6 GNO. ANO 4110 & 1610 GNO. (CKTS. 4,5) 120V.

686 & 1 # 5 GND. ANO 6#10 & 1110 GNO. (CKTS. 3,4,5) 120V.

265 & 1 /6 GND. AND 2810 & 1#10 GND. (CKT. 5) 120V.

265 & 166 GND. AND 2810 & 16 10 GNO. (CKT. 1) 120V.

4#6 & >66 GNO. AND 2f10 & 1Q10 GNO. (CKT. 1) 120V •

486 & 166 GNO. ANO 2#10 & 1#10 GND. (CKT. 5) 120V.

6#6 & 1 #6 GNO. AND 261 0 & 1610 GNO. (CKT. 5) 120V.

10610 & 1#10 GNO. 1N 1" CONDUIT 12DV.

12#6 & 2#6 GNO. (EAST PARKING LOT)

8#10 & 1#10 GNO. IN 1• CONDUIT (1 20V. CCTV ON EAST PARKING LOT)

!1S · 12 #6&2f/6GND


CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THENEWORLEANSAVIATION BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062

CRESCENT CITY AV IATION TEAM

~.~±I l ;0~t 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) 841 .2229


KEY PLAN

..... .,.

REVISIONS

FILE LOG

Signature: Dale;

50' o so· 100· N/i:::ttJN 11 ,, ...... SCALE: 1"•100' - 0"


LANDSIDE LIGHTING SITE PLAN

VOLUME 2.1

Cl ES 1003

THIS PO HOLD L RTION OF TAXI

AL TERNf iE ~DITIVE 0. Cl-01

ADDITIVE ALTERNATE NO. CI-D2

f ,\ . i i· l { l ,"

... ( ( , l l ~~

.; .1 l 1 [ !

, j •

( {,

J j f

KEYED NOTES:

0 2#6 & 1f 6 GND.

0 4#6 & 116 GND.

(/) w

u 1-w w I (/)

w w (/)

w z ::J

I u I<(

2

ADDITIVE ALTERNATE NO. Cl-02

LIFT STATION NO. 4 , THREE 3HP, 208/230V, 1- PHASE, GRINDER

CCTV 009 ( 120V.) AT LIGHT POLE Pl 27 PB ----~--1\\+\\_\~_J.\:

PUMPS & 120V. ---CONTROLS

THIS PORTION OF TAXI HOLD LOT ADDITIVE ALTERNATE NO. Cl- 0 1

q lJ

LIFT STATION NO. 3, THREE 3HP, 208/230V, 1 - PHASE, GRINDER PUMPS & 120V. CONTROLS

ELECTRICAL ROOM 11 2 IN PARKING GARAGE - LVL 1. INSTALL NEW 120/208V, 3 - PHASE PANEL "XX". SEE NOTE 3. --------

FUTURE LIFT STATION NO. 2, 2-7.SHP, 460V, 3-PHASE, GRltJDER PUMPS, 2- 7 .5HP, 460V, 3-PHASE FUTURE GRINDER PUMPS

CCTV 29,30 ( 120V.) AT LIGHT P0LE P160 PB

NOTES:

1. REFER TO Cl LI SHEETS FOR EXACT LOCATION OF IRRIGATION CONTROLLERS.

2. 2-2" EMPTY CONDUITS.

3. LOCATION ANO SIZE OF TAXI LOT BLDG. & PARKING GARAGE ELECTRICAi. ROOM TO BE CDOROINATED WITH PARKING GARAGE & TAXI LOT BLOG. PLANS.

4. REFER TD Cl CU SHEETS FOR EXACT LOCATION OF PUMP STATIONS.

5. REFER TD Cl Y SHEETS FOR LOCATION OF CCTV SECURITY "'°""""°"'/<¥~o.-$J.T U ITY ENCLOSURES (SSE).

6. COORDINATE AND VERIFY EXISTING TRANSFORMER SECONDARY VOLTAGE WITH ENTERGY. PROVIDE A NEW TYPE PH CONCRffi RISER POLE AND INSTALL WEATHER HEAD, NEW METER AND NEW 2P- 8DA. CKT. BKR. IN NEMA 3R ENCLOSURE FDR FEED TD LS#4.

. f4~Ml~ IN 1 1/2" C. CONNECT TD

--------' 2P- 80A. BKR. IN 'TAXI 1:il'f¥tbcr:v,,m&l:"yl!: " x. cv= ~,.,..,.--<JNE>:--!N 1 l /2" C. CONNECT TO 3P-70A.

480V. BKR. IN PARKING GARAGE PANEL ·xx", CKT. xx.

0 2Q4, 114N & 1#4 GNO. IN 1 1/2" C. CONNECT TD 2P-80A. BKR. IN NEW RISER POLE.

© 2#10 & 1#10 GND. IN 3/4" C.

0 4#10 & 1110 GND. IN 3/4" C. CONNECT TD TWO IP-20A. BKRS. IN TAXI LOT BLDG. PANEL ·xx·. CKTS. xx & "1:f.

® 2#10 & 1110 GNO. IN 3/4" C. FOR IRRIGATION CONTROLLER #1. CONNECT TO I P-20A. BKR. IN TAXI LOT BLDG. PANEL ·xx·. CKT. xx.

0 2#10 & 1#10 CNO. IN 3/4" C. CONNECT TO IP- 20A. BKR. IN PARKING GARAGE PANEL ·xx··. CKT. xx.

® 4610 & 1#10 GNO. IN 3/4" C. CONNECT TO TWO ~~- rOAXY.BKRS. IN PARKING GARAGE PANEL "lex", CKTS.

® 2#10 & 1# 10 GNO. IN 3/4" C. CONNECT TO 1P-20A. BKR. IN PARKING GARAGE PANEL ·xx", CKT. xx.

@ 4#6. 1f6N & 1#6 GNO. IN 1 1/2" C. CONNECT TO TWO 2P-20A. BKRS. IN PANEL "XX", CKTS. XX & "1:f AT

(!j} PARKING GARAGE.

2 (/8 & 1f10 GNO. IN 3/4 " C. CONNECT TO 1P-20A. @ BKR. IN PANEL ·xx·. CKT. xx AT PARKING GARAGE.

286, 1f6N & 1#6 GND. IN 1 1/2" C. CONNECT TO 2P-30A. BKR. IN PANEL ·xx", CKT. xx AT PARKING GARAGE.

2#10 & 1#10 GNO. IN 3/4" C. CONNECT TO 1P- 20A. BKR. IN PARKING GARAGE PANEL ·xx·. CKT. xx.

2#8, 1 #BN & 1 #B GND. IN 1 • C. CONNECT TD 2P-30A. BKR. IN PARKING GARAGE PANEL ·xx", CKT. xx.


CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


~~±I I ~0~r 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.75351 F (504) 841 .2229

/\TKINS 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.2226 / F (504) 841 .2229

KEY PLAN

REVISIONS

FILE LOG

Slgnalure: ____ __ Oa!e;

50' 0 50' 100' ..... -SCALE: 1"•100' - 0"

100% CONSTRUCTION DOCUMENTS PROJECT NO. 051 -10250-000 6-30-2015

LANDSIDE SITE ELECTRICAL PLAN

VOLUME 2.1

Cl ES 1702

N 0 r---

(/) w

u 1-w w I (/)

w w (/)

'

i

., •,

IFT STA ON NO. 1, 2-10HP, OV, 3 -PHASE, GRINDER P P & ONE FUTURE 5HP, 60V, 3 - PHASE GRIN R PUMP ---:-----t--.i._

FOR ACCESS GATE 2 - lHP, 208V, 1 -P 120V. CONTROL--~ -~

..Jc\ 8mW 1Jl~V-l8c&Q~ reo . -

a . I

FOR PEDESTRIAN GATE CONTROLLER, 1 HP, 208V, 1 - PHASE & 1 20V. CONTROLS I

I

-+----J'++- ----r'r--+- CCTV 00 l ( 1 20V.) AT LIGHl' POLE P274 P~

GND.

'f-1-+-- -1-H-~+------=-CCTV 026 (12DV.) AT LIGHT POLE P27J PB /

I

I

I I

I I

I I I I I

, :aiw~ UJWs}fbt~H,D rmrmtD H++++++H m~n 2011 rrmrrn o 1,,~m, FCJ1rmr11, o

~ - ----------tt-t--- --+,--;--a,;-----+-z-----t- TRAFFIC SIGNAL I €:::::;t;.i~~R~·

1 V L

CONTROLLER 1 # 1

120V, 1-PHASE

I I I I •

I i

1. LOCATION AND SIZE OF TERMINAL BUILDING, PARKING GARAGE ANO BLUE WATER ELECTRICAL ROOMS TO BE COORDINATED WITH TERMINAL BUILDING, PARKING GARAGE AND BLUE WATER PLANS.

2. 6-2" CONDUITS.

3. REFER TO Cl CU SHEETS FOR EXACT LOCATlON OF PUMP STATlONS.

4. REFER TO Cl Y SHEETS FOR EXACT LOCATION OF CClV SECURITY CAMERAS AND SITE SECURITY ENCLOSURES (SSE).

KEYED NOTES: 0) 3#6 & 166 GND. IN 1 1/2" C. CONNECT TO 3P- 70A.

BKR. IN BLUEWATER BLDG. PANEL ·xx·. CKT. xx. @ 366 & 166 GND. IN 1 1/2" C. CONNECT TO 3P-50A.

BKR. IN BLUEWATER BLDG. PANEL ·xx·. CKT. xx. 'JI 2810 & 1610 GND. IN 3/4" C. CONNECT TO 1P- 20A.

r-.--v--.'=-';:;_,.._.,K~ " " KT XX.

8 3#8 & 168 GNO. IN 1 I /4" C. CONNECT TO 2P-30A. BKR. IN BLUEWATER BLOG. PANEL "XX". CKT. XX.

® 2#10 & 1610 GNO. IN 3/4" C. CONNECT TO IP- 2DA. BKR. IN BLUEWATER BLDG. PANEL ·xx", CKT. xx.

© 2610 & 1810 GNO. IN 3/4" C. CONNECT TO IP-2DA. BKR. IN BLUEWATER BLOC. PANEL ·xx·. CKT. xx.

0 2610 & 1610 GND. IN 3/4" C. CONNECT TO 1P-20A. BKR. IN BLUEWATER BLDG. PANEL "xx·. CKT. xx.

® 2610 & 1610 GNO. IN 3/4" C. CONNECT TO 1P-2DA. BKR. IN BLUEWATER BLDG. PANEL "xx·. CKT. xx.

0 2#10 & 1#10 GNO. IN 3/4" C. CONNECT TO IP- 2DA. BKR. IN BLUEWATER BLOG. PANEL "XX", CKT. XX.

@ 2610 & l j lO GNO. IN 3/4" C. CONNECT TO IP-2DA. BKR. IN PARKING GARAGE PANEL "XX", CKT. XX.

@ 2610 & 1610 GND. IN 3/4" C. CONNECT TO IP-20A BKR. IN PARKING GARAGE PANEL ·xx·. CKT. xx.

@ 3#10 & 1#10 GNO. IN 3/4" C. CONNECT TO IP-20A. BKR. IN TERMINAL BLDG. PANEL ·xx·. CKT. xx.

@ 4#8. 168N & 1#8 GNO. IN 1 1/4" C. CONNECT TO TWO 2P-JOA BKRS. IN TERMINAL BLDG. PANEL ·xx·. CKTS. xx & Xf.

@ 2#8. l§BN & 168 GNO. IN 1 1/ 4" C. CONNECT TO 2P-JOA BKR. IN PARKING GARAGE.

@ 4#10 & 1#10 GNO. IN 3/4" C. CONNECT TO nvo IP-20A. BKRS. IN BLUE WATER BLOG. PANEL ·xx·. CKTS. xx & '11:f.

@ 2#10, 1#10N & 1#10 GND. IN 3/4" C. CONNECT TO 2P-2DA. BKR. IN BLUEWATER BLOG. PANEL "xx·. CKT. xx.

@ 2#8, 168N & 168 GNO. IN 1 1/4" C. CONNECT TO 2P-30A. BKR. IN PARKING GARAGE PANEL "xx·. CKT. xx.

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER, LOUISIANA ZJP

CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARO THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


~.£±I I ~;:~t 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) 841 .2229


KEY PLAN

REVISIONS

FILE LOG

-.....

Slgnaluro:~ ____ _ Dale:

so' o so· 1 oo· -. ... -SCALE: 1"=100'-0"


LANDSIDE SITE ELECTRICAL PLAN

VOLUME2.1

Cl ES 1703

THIS POR HOLD L TION OF TAXI

ALTERN2;E AiDITIVE 0 . Cl-01

ADDITIVE A DEPARTURE~TERNATE NO. Cl-04

GARAGE ENTSR LEVEL ANCE

ADDITIVE ALTERNATE NO. Cl - 02

NOTES:

1. FOR CO Cl ES 1 :~.UATION SEE LIGHTING SITE p

2. FOR CONTIN LAN SHEET UGHTNG srr~ATtON SEE ELEVATE LAN SHEET Cl J ~?:WAY

KEYED NOTES·

Q 2U6 & llS G~O.

0 4#6 & 1#6 GNO

0 2/6 & 11 . 2610 & S GNO. ANO

r.j°\ 1# 10 GNO. (CKT. \.:'.I 4#6 & l

86 l) 120V.

2610 & l#lgNo. ANO 17\5 GNO. (CKT 1) \:V 686 & 1• . 120V.

2610 w6 GNO. ANO & 1#10 GND © 666 &

1

. (CKT. l ) 120V.

2610 & ~~ GND. AND a, , 10 GNO (C 0 266 & l . KT. 2) 120V.

2#10 & f61 gNo. ANO /jj'I GND. (CKT. 3) 12~•

\V 41/6 & 166 v• 2#10 & l l lgNo. ANO /;;\ GNO. (CKT 3) 120V.

\V 6#6 & 1/ . 2# 10 & ljlgNg. ANO

r.;;,. 2N ND. (CKT. 3) 120V.

II_::! 6 & 1#6 21/ 10 & 1 GNO. ANO ,.;,. 610 GNO. (CKT ~ 4#6 & ll ·

4) 120V.

2#10 & l#lgNo. ANO @ 6#6 & 1 GNO. (CKT. 4) 120V.

2610 & f16 GNO. ANO 10 GND. (CKT 6#6 & l#

6 · 4) 120V.

B#lO & l# GND. AND 10 GND. (CKTS 6#6 & l#

6 · l ,2.3.4) 120V.

4#10 & l l GNO. ANO 10 GND. (CKTS. 1.3) 120V.

NORTH T LOUIS AR~RMINAL NEW ORLE! TRONG

~~~~~~Tlo~!L PROJECT KENNER ti~RESS CITY . ISIANAZIP

@OF NEW ORLEAN

THE NE S AVIA TIO~ ~ RLEANS THE NEW OARD BOARO ORLEANS AVIATI ORIVE. k~N~ST AlRUNE ON

CRESCENT .LA 70062

CC+T T~~i-, '"'""'"''"'.,'••1'•m I /\TKINS 1 GALLERIA A 1011'1! VerHtHe-

¥tlo~ )RJg3, LA76

9~}o~VARD #1516 · 535/F (

/\ TKI l\fS2229

1 GALLERIA ~T~~ljE, J~~ci"o~VARD #

1516

03.2226 / F (504) 841.2229

KEY PLAN

N 0 0

" (/) w

u I-w w I (/)

w w (/)

:;: w

I z

~] ! ;.;

I- ~ <1'.

N 2 ~

I {

~ !); ',1 ~ " :::J

I"

I I ,J,

R ~ ' ::J

f ~

I 1 ~ ';°

1 ~

l u NO. Cl- 03

. .

0

i'l • • I . I

I..'

I

I I I I I I I I I

I I

I I I

I I '

/'/ ./

_.- /

\ _-- / . PROPOSED AIRSIDE PERIMETER ACCESS

'ROAD I

I I

I

I

I ( 1~ :/ I

I I I I I I I

i

I I i

NOTES: 1. FOR CONTINUATION SEE LIGHTING SITE PLAN SHEET

Cl ES 1003.

KEYED NOTES:

(,) 2#6 & 1 86 GNO.

0 466 & 186 GNO.

0 266 & 1 #6 GNO. ANO 2610 & 1#10 GND. (CKT. 4) 120V.

0 4#6 & l #6 GNO. AND 2#10 & 1810 CND. (CKT. 4) 12DV.

® 6#6 & 1 f6 GND. AND 2610 & 1610 GND. (CKT. 4) 120V.

® 266 & 1 #6 GNO. AND 2f10 & lj l O GND. (CKT. J) 120V.

0 686 & l #6 GND. AND 2610 & 1610 GND. (CKT. J) 120V.

® 2#6 & 186 GND. AND 2) 120V. 2#10 & l j l O GNO. (CKT.

0 4#6 & 166 GNO. AND 2610 & 11' 10 GNO. {CKT. 2) 120V.

@ 6#6 & 1 #6 GNO. ANO 4610 & 1Q10 GND. (CKTS. 1,2) 120V.

@ 12#6 & 2#6 GND, IN 2" CONDUIT AND 8610 & 1610 GND. 12DV.

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER LOUISIANA ZIP

CITY OF NEW ORLEANS

@THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION

g~:~k::~~rt1~~~i CRESCENT CITY AVIATION TEAM

~,~±I I ;;i~r 1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) 841.2229


KEY PLAN

REVISIONS

... -\; ' t

CON'"ORMEOSE.l

FILE LOG

.....

Slgnalure: Dale:

so· o so· 100· ~~ffiN .......... SCALE: 1"=100°-0·


LANDSIDE ADDITIVE AL TERNA TE LIGHTING SITE PLAN

VOLUME 2.1

Cl ES 7003