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640 641 642 643 644 645 646 647 648 649 650 651 652 653 ......dbh 184 10, pg 5612 jr &fin ancial...

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  • 640 641 642 643 644 645 646 647 648 649 650 651 652 653 ......dbh 184 10, pg 5612 jr &fin ancial 09e12 llc 0597 db 172 37, pg 209 hofer joseph 9e120, s 586 db 176 47, pg plaza 2539
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LOUIS LAMBERT INTERNATIONAL AIRPORT HOWDE RS HE L LRD MO- 3 7 0 0 + 0 0 ( N O R T H ) 0 + 0 0 ( S O U T H ) MCDONNE L LBL V D HAZELWOOD D U NNR D S F L ORI SSANT RD ST ANN FERGUSON N HANL E Y RD CALVERTON PARK P E R S H A L L R D GRAHAM RD B E R K E L E Y A I R P O R T R D N HANL EY RD SPANISH LAKE N L I NDBERGH BL VD END PROJECT STA 806+50.00 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H PROJECT LIMITS: 0.25 MI NORTH OF I-70 180 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H CONSTRUCTION LIMITS: 0.25 MI NORTH OF I-70 JOB NO. J6I3020B PAVEMENT, GRADING, DRAINAGE, BRIDGES, RETAINING WALLS, LIGHTING, STRIPING, SIGNALS AND SIGNING (15.275 MI.) ROADWAY FUNCTIONAL CLASSIFICATION SPEED DESIGN 2040 2020 189,440 151,550 SCHEMATIC SHEETS 1, 2 AND 3. ALIGNMENT INFORMATION PLEASE SEE NOTE: FOR TYPICAL SECTIONS AND HORIZONTAL ST LOUIS COUNTY 67 67 367 370 270 270 70 170 AC H N N DUNN RD NEW HALL S F ERRY RD OL D HALL S F ERRY RD FLORISSANT N EL I Z ABET H AVE C H A M B E R SR D W F L ORI SSANT AVE P E R S H A LL R D JENNINGS HALL S F ERRY RD MI SS I S S I P P I RI V E R L I L AC AVE T47,R6E T47,R7E RI VERVI EW DR BELLEF ONT AI NE RD CASTLE POINT GLASGOW VILLAGE BELLEFONTAINE NEIGHBORS DELLWOOD BRIDGETON COL DW AT ER CREEK ST. LOUIS LAMBERT INTERNATIONAL AIRPORT HOWDE RS HEL LRD MO- 3 7 0 0 + 0 0 ( N O R T H ) 0 + 0 0 ( S O U T H ) MCDONNEL LBL V D HAZELWOOD D U NNR D S F L ORI SSANT RD ST ANN FERGUSON N HANLE Y RD CALVERTON PARK P E R S H A L L R D GRAHAM RD B E R K E L E Y A I R P O R T R D N HANLEY RD SPANISH LAKE N L I NDBERGH BL VD BEGIN PROJECT STA 0+00.00 END PROJECT STA 806+50.00 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H PROJECT LIMITS: 0.25 MI NORTH OF I-70 180 LENGTH OF PROJECT = 80,650 FT = 15.53 MI TO 0.14 MI EAST OF ROUTE H CONSTRUCTION LIMITS: 0.25 MI NORTH OF I-70 JOB NO. J6I3020B PAVEMENT, GRADING, DRAINAGE, BRIDGES, RETAINING WALLS, LIGHTING, STRIPING, SIGNALS AND SIGNING (15.275 MI.) I-270 US 370 US 367 US 67 DUNN RD/PERSHALL RD INTERSTATE EXPRESSWAY EXPRESSWAY PRINCIPAL ARTERIAL 60 MPH 60 MPH 55 MPH 40 MPH 40 MPH FACTOR OF 1.00008550. (GEOID09) AND ADJUSTED TO SURFACE USING A SCALE PLANE COORDINATE SYSTEM, NAD 83, EAST ZONE, NAVD 83 NOTE: ALL COORDINATES ARE BASED ON THE MISSOURI STATE ROADWAY FUNCTIONAL CLASSIFICATION SPEED DESIGN I-270 US 370 US 367 US 67 DUNN RD/PERSHALL RD INTERSTATE EXPRESSWAY EXPRESSWAY PRINCIPAL ARTERIAL 60 MPH 60 MPH 55 MPH 40 MPH 40 MPH AVERAGE DAILY TRAFFIC (AADT) I-270 DUNN PERSHALL 14,740 18,860 4,980 18,520 2040 2020 189,440 151,550 AVERAGE DAILY TRAFFIC (AADT) I-270 DUNN PERSHALL 14,740 18,860 4,980 18,520 5-MAR-2020 5-MAR-2020 BEGIN PROJECT STA 0+00.00 MAJOR COLLECTOR MAJOR COLLECTOR 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 640 PROPOSED R/W EXISTING R/W PROPOSED TRAVEL LANE PROPOSED BRIDGE WETLAND OR STREAM PROPOSED SOUND WALL PROPOSED PAVEMENT IMPROVEMENTS 8' MULTI-USE PATH / 5' SIDEWALK LEGEND TEMPORARY EASEMENT 270 470 480 490 500 460 450 510 DUNN ROAD P E R S HA L L R O AD L U S H E R R OAD 270 520 BELLEFONTAI NE RD BELLEFONTAI NE RD RR RR 470 480 490 500 460 450 510 520 M ATCHLI NE STA 700+00 530 530 M ATCHLI NE STA 6 40+00

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Page 1: 640 641 642 643 644 645 646 647 648 649 650 651 652 653 ......dbh 184 10, pg 5612 jr &fin ancial 09e12 llc 0597 db 172 37, pg 209 hofer joseph 9e120, s 586 db 176 47, pg plaza 2539

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70

0+00 (NORTH)

0+00 (SOUTH)

MC

DO

NNELL B

LVD

HAZELWOOD

DUNN RD

S F

LO

RIS

SA

NT R

D

ST ANN

FERGUSON

N H

ANLE

Y R

D

CALVERTONPARK

PERSHALL RD

GR

AH

AM R

D

BERKELEYAIRPORT RD

N H

AN

LE

Y R

D

SPANISHLAKE

N LIN

DBER

GH B

LV

D

END PROJECT

STA 806+50.00

LENGTH OF PROJECT = 80,650 FT = 15.53 MI

TO 0.14 MI EAST OF ROUTE H

PROJECT LIMITS: 0.25 MI NORTH OF I-70

180

LENGTH OF PROJECT = 80,650 FT = 15.53 MI

TO 0.14 MI EAST OF ROUTE H

CONSTRUCTION LIMITS: 0.25 MI NORTH OF I-70

JOB NO. J6I3020B

PAVEMENT, GRADING, DRAINAGE, BRIDGES, RETAINING WALLS,

LIGHTING, STRIPING, SIGNALS AND SIGNING

(15.275 MI.)

ROADWAY FUNCTIONAL CLASSIFICATION SPEED

DESIGN

2040

2020

189,440

151,550

SCHEMATIC SHEETS 1, 2 AND 3.

ALIGNMENT INFORMATION PLEASE SEE

NOTE: FOR TYPICAL SECTIONS AND HORIZONTAL

ST LOUIS COUNTY

67

67

367

370

270

270

70

170

ACH

NN

DUNN RD

NE

W H

ALLS F

ERR

Y R

D

OL

D H

ALLS

FE

RR

Y R

D

FLORISSANT

N E

LIZ

AB

ET

H A

VE

CHAMBERS RD

W F

LO

RIS

SA

NT A

VEPERSHALL RD

JENNINGS

HA

LLS F

ER

RY R

D MIS

SIS

SIP

PI RIV

ER

LIL

AC A

VE

T47,R6E T47,R7E

RIV

ER

VIE

W D

R

BE

LL

EF

ON

TAIN

E R

D

CASTLEPOINT

GLASGOWVILLAGE

BELLEFONTAINENEIGHBORS

DELLWOODBRIDGETON

CO

LD

WA

TE

R C

RE

EK

ST. LOUISLAMBERT

INTERNATIONALAIRPORT

HO

WDERSHELL R

D

MO-3

70

0+00 (NORTH)

0+00 (SOUTH)

MC

DO

NNELL B

LVD

HAZELWOOD

DUNN RD

S F

LO

RIS

SA

NT R

D

ST ANN

FERGUSON

N H

ANLE

Y R

D

CALVERTONPARK

PERSHALL RD

GR

AH

AM R

D

BERKELEYAIRPORT RD

N H

AN

LE

Y R

D

SPANISHLAKE

N LIN

DBER

GH B

LV

D

BEGIN PROJECT

STA 0+00.00

END PROJECT

STA 806+50.00

LENGTH OF PROJECT = 80,650 FT = 15.53 MI

TO 0.14 MI EAST OF ROUTE H

PROJECT LIMITS: 0.25 MI NORTH OF I-70

180

LENGTH OF PROJECT = 80,650 FT = 15.53 MI

TO 0.14 MI EAST OF ROUTE H

CONSTRUCTION LIMITS: 0.25 MI NORTH OF I-70

JOB NO. J6I3020B

PAVEMENT, GRADING, DRAINAGE, BRIDGES, RETAINING WALLS,

LIGHTING, STRIPING, SIGNALS AND SIGNING

(15.275 MI.)

I-270

US 370

US 367

US 67

DUNN RD/PERSHALL RD

INTERSTATE

EXPRESSWAY

EXPRESSWAY

PRINCIPAL ARTERIAL

60 MPH

60 MPH

55 MPH

40 MPH

40 MPH

FACTOR OF 1.00008550.

(GEOID09) AND ADJUSTED TO SURFACE USING A SCALE

PLANE COORDINATE SYSTEM, NAD 83, EAST ZONE, NAVD 83

NOTE: ALL COORDINATES ARE BASED ON THE MISSOURI STATE

ROADWAY FUNCTIONAL CLASSIFICATION SPEED

DESIGN

I-270

US 370

US 367

US 67

DUNN RD/PERSHALL RD

INTERSTATE

EXPRESSWAY

EXPRESSWAY

PRINCIPAL ARTERIAL

60 MPH

60 MPH

55 MPH

40 MPH

40 MPH

AVERAGE DAILY TRAFFIC (AADT) I-270 DUNN PERSHALL

14,740

18,860

4,980

18,520 2040

2020

189,440

151,550

AVERAGE DAILY TRAFFIC (AADT) I-270 DUNN PERSHALL

14,740

18,860

4,980

18,520

5-MAR-2020 5-MAR-2020

BEGIN PROJECT

STA 0+00.00

MAJOR COLLECTOR MAJOR COLLECTOR

640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700640

PROPOSED R/W

EXISTING R/W

PROPOSED TRAVEL LANE

PROPOSED BRIDGE

WETLAND OR STREAM

PROPOSED SOUND WALL

PROPOSED PAVEMENT IMPROVEMENTS

8' MULTI-USE PATH / 5' SIDEWALK

LEGEND

TEMPORARY EASEMENT

270

470

480

490

500

460

450

510

DUNN ROAD

PERSHALL ROAD

LUSHER ROAD

270

520

BE

LL

EF

ON

TAIN

E

RD

BE

LL

EF

ON

TAIN

E

RD

RR

RR

470

480

490

500

460

450

510

520

MA

TC

HLIN

E

ST

A 700

+00

530 530

MA

TC

HLIN

E

ST

A 640

+00

Pg 02 - Pg 03 Pg 04 - Pg 05 Pg 06 - Pg 07 Pg 09 - Pg 13 Pg 08

CHAPTER 2 CONSOLIDATION OF FIN ANCIAL …...Chapter 02 - Consolidation of Financial Information 2-1 CHAPTER 2 CONSOLIDATION OF FIN ANCIAL INFORMATION Major changes occur red for financial

14 C5.0 UTILITY PLAN - Cary · 2018-05-29 · m carol wood krystofiak db 4047 pg 581 db 6087 pg 810 bm pg 72 bm pg 72 pln# 077 on) 1-05-3066 pin# 077 on) 1-05-2027 start hydra t assembl

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ASR-0029-2020 Sego Court Self Storage...1990 PG 1410 PIN# 1716748428 AREA 27886 S.F. 0.64 AC. LAND USE: COMMERCIAL PARCEL 3 SEGO STORAGE LLC DB 016122 PG 02095 BM 2009 PG 20 PIN# 1716746669

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sitesubplans.townofcary.orgsitesubplans.townofcary.org/GlenAtWesthigh_15-SB-026/04_Overall... · db. 15911 pg. 1172 ln. di nage traffic existing traf ... 20' pr ,'ate storm draina

dB Magazine 2011 - dB Tuin en Park pg 1-32

PID 05312210 DB 30914, PG 914#12150 MOORES CHAPEL RD DB

Influência da obesidade e da alimentação no … · NHANES National Health And Nutrition Examination Survey NF- DB Factor nuclear DB PEF Peak Expiratory Flow PG Prostaglandinas

sitesubplans.townofcary.orgsitesubplans.townofcary.org/BevinGlenSubdivision_15-SB-011/08... · roger & cassandra pa pid: 0012589 pin: 0773247861 db pg 247 bm 1967, pg 382 zoned: r-12

FIN ANCIAL STATEMENTS · 2017. 3. 6. · 254 2008 Registration Document Renault Find out more at 07 FIN ANCIAL STATEMENTS STATU TORY AUDITORS REPORTS ON THE PARENT COMPANY ONLY Neuilly-sur-Seine

DB .58 PG-336 ASSESSED ACREÁGK 05700-00-00-05400 , O ... · NICHOLA PROPERTIE DB 4739 PG 348 1.58 AC- PARCEL 05700-00-00- END CONSTRCTIO AP TURNPIKE (ROUTE 680) TA. 402+38,25 FrðþEPeftiÝ.tDrainagè

dB Magazine 2011 -dB Hout pg. 33-64

Mc112-05 Pg Mc Cc Db and Br Tech Blltin

adamarchive.orgadamarchive.org/archive/Adam/Technical/SmartBASIC 1... · db "resume"; db 22 dw a976 db 3 db "new"; db 23. dw a976 db 3 db "pop"; db 24 dw a944 db 3 db "run"; db 25

Site/Subdivision Plan Index...krg prisa parkside llc db. 12360 pg. 2055 0736-22-1835 acres zoning: ord alston mixed use verlay 55 rinership db, 3875 pg. 300 wake co. pin 0736-12-861

dB Magazine 2010, pg 32-64

Drawing View - Bruner Land Company · plat 1 slide 56 12.006 acres db 37 pg 413 w n 8901602" w 829.97' judith ann murford db 38 pg 605 n 3003020" e 133.82' /// c15 overhead utility

Hollis knowledge and CPD presentations...Pg. 04 Pg. 05 Pg. 06 Pg. 07 Pg. 08 Pg. 10 Pg. 11 Pg. 12 Pg. 13 Pg. 14 Pg. 15 Pg. 16 Pg. 17 Pg. 19 Pg. 20 Pg. 21 Pg. 22 Pg. 23 Pg. 25 Pg. 26

dB Magazine 2011 -dB Hout pg. 34-64

Oakleys Lane Improvement Project - Henrico County, Virginia · oakleys lane 1 8 6 0 2 4 0 2 4 6 1 8 0 2 gpin# 8-1-5 db 4 pg 8 caty d wilsn gpin# 816-721-7613 7.244 ac. db 3796 pg

LCT 340 - Full Compass Systems · 139 dB, 0 dB pre-attenuation 145 dB, 6 dB pre-attenuation 151 dB, 12 dB pre-attenuation 157 dB, 18 dB pre-attenuation 6 dB, 12 dB, 18 dB, switchable

Geradores de Energia - Engidraulica · Geradores de energia Síncrona Motor a Diesel PG-D 600 TEA 6704063 2,4 kW 67 dB(A) IP 23 IP 44 PG-D 900 TEA 6704093 4 kW 72 dB(A) IP 23 IP 44

The Fin ancial Economic and Social Crisis Public Services

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Pg 03 Db Schemas

COLLECTIVE AGREEMENT - Ontario · Pg.2 Pg. 2 Pg. 2 Pg. 4 Pg. 4 Pg.5 Pg. 5 Pg.6 Pg. 6 Pg.9 Pg. 10 Pg. 10 Pg. 12 Pg. 12 Pg. 12 Pg. 14 Pg. 17 Pg. 17 Pg. 17 Pg. 19 Pg.22 Pg.26 Hours of

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