A T - S E IN L H C T A M fileel=2418.37 seventh & douglas se corner of cut "x" headwall bm# 502 el=2435.63 tenth & douglas sw corner of #4 ib w/pink cp cap bm# 500 fh lp lp lp lp lp

EL=2418.37SEVENTH & DOUGLASSE CORNER OF CUT "X" HEADWALLBM# 502

EL=2435.63TENTH & DOUGLASSW CORNER OF #4 IB W/PINK CP CAPBM# 500

FH

LP

LP

LP

LP

LP

LP

Vent Pipe

WWM

FH

FH

ICV

LP

LP

LP SH W WMW WMWWM

W

WM

WV WV

SCALE : 1" = 30'

30 0 30 60

CONCRETE SIDEWALK (4")

Sidewalk/Top of Exist. RCB Sidewalk/Top of Exist. RCB Sidewalk/Top of Exist. RCB

6" P.C. PAVEMENT AT RESIDENTIAL8" P.C. PAVEMENT AT COMMERCIAL

CONCRETE DRIVEWAY

MINIMIZE DISTURBANCE TO EXIST. INFRASTRUCTURE.VERIFY IN FIELD TO ENSURE A.D.A. COMPLIANCE AND TO 2. DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO

1. LOCATION OF CENTERLINE AND PRES. RW IS APPROXIMATE.NOTES:

SIDEWALK IN THIS AREA BETWEEN 10TH & 9TH STREET.INCLUDED TO CONSTRUCT NEW SIDEWALK ALONGSIDE EXISTING SIDEWALK REPLACEMENT IS SHOWN, QUANTITIES HAVE BEEN IN FIELD TO ENSURE ADA COMPLIANCE. ALTHOUGH NO 3. EXIST. GRADE SEPARATION AT DRIVEWAY TO BE ADDRESSED

PRES. RW PRES. RW PRES. RW PRES. RW

PRES. RWPRES. RW PRES. RW PRES. RW PRES. RW

PRES. RW

6" 30" 24" 24" 24" 24"

Steel Pipe

Sign- Loves

Sign- Ped Xing

Sign-Liquor Store

Sign- Drive Up Cold Beer

Sign- Stop

Sign- No Parking Any Time

Sign- Stop

Sign- Crosswalk

Sign- Stop

Sign- No Parking

Sign- No Parking

Sign- Church

Asphalt

Asphalt

Drainage Grate

Gas Vault

BushBush

LP

LP

LP

MB

MB MB

MONITORING

WELL

MONITORING

WELL

TCP

TCP

TCP

UP

W

WM

WV

Sign-School Zone/Speed Limit 25

NIN

TH S

TR

EE

T

EIG

HT

H S

TR

EE

T

TE

NT

H S

TR

EE

T

US-270 / DOUGLAS AVE

BM# 500

NDA

SQUAD MacArthur

APPROVED

CHECKED

DRAWN

DESIGN

STATE JOB NO. SHEET NO.

7/1

7/2

018

T:\1633

C\Dra

win

gs\1

633

C-Pla

n-0

1.d

gn

PRIN

T D

AT

E:

OKLAHOMA DEPARTMENT OF TRANSPORTATION

US-270 BEAVER CO.

32905(04)

HH

RK

PRES. RW PRES. RW PRES. RW

PRES. RW PRES. RW PRES. RW

T/G=2419.7636"30"

42"24"

42"FF=2410.40

Wood F

ence

StumpPipe

Cut "X"

Sign- Speed Limit 25 School Zone

Sign- Hospital

Sign- STOP

Sign- STOP

Sign- PED XING

Sign- Blank

BrickLP

LP 2-MBMBMB

UP

W

WM

W

WM

W

WMW

WM

WV

Brick

Wood F

ence S

EV

EN

TH S

TR

EE

T

US-270 / DOUGLAS AVE

BM# 502

MA

TC

H LIN

E - S

TA. 18+00

MA

TC

H LIN

E - S

TA. 18+00

MA

TC

H LIN

E - S

TA. 27+00

9

SEC. 19, T-14-N, R-24-E

SEC. 19, T-14-N, R-24-E

CURB & GUTTERCONST. 19 LF







7'

(TYP.)WHEN AT BACK OF CURB 6' WIDE SIDEWALK

SIDEWALKCONST. 5' WIDE

DRIVEWAY (TYP)ABUTTING GRAVEL CONST. 2' APRON WHEN

DRIVEWAY (TYP)ABUTTING GRAVEL CONST. 2' APRON WHEN

TIE INTO EX. CONC. APRONRESIDENTIAL DRIVEWAYS (TYP.)6" P.C. PAVEMENT AT

APRONBACK OF EX. DRIVEWAY CONST. SIDEWALK ALONG COMMERICAL DRIVES (TYP.) 8" P.C. CONCRETE AT

9.7'

9.7'

9.6'

10.1'

7'

TIE INTO EXIST. SIDEWALK

SIDEWALK/RCBTIE TO EXIST.

STD. PMI-1 (TYP.)REFER TO ODOTCROSSWALKRESTRIPE EX.

7'

2.5'

6.1'

2.6'

(TYP.)SIDEWALK ELEV.MATCH EXIST.(TYP.)

SIDEWALK ELEV.MATCH EXIST.

BEGIN CONSTRUCTION

E=1230946.6246N=667728.4991STA. 9+57.53

LIGHTPOLEEXIST. DO NOT DISTURB

SIGNRESETLIGHTPOLE (TYP.)

EXIST. DO NOT DISTRUB

(TYP.)DO NOT DISTURB EXIST. LIGHTPOLE

STD. PMI-1 (TYP.)REFER TO ODOTSTRIPE CROSSWALK 5

'

SIDEWALK (TYP.)TIE TO EXISTING


DRAINAGE TO STREET.AND ALLOW FOR POSITIVEOF BLDG. MATCH EXIST. FLOWLINEDRAINAGE CHANNEL ALONG SIDEDO NOT DISTURB EXIST. PAVED

LAYOUT PLAN (1)

5'

4.5'

50'

50'

50'

50'

50'

50'

50'

50'

50'

50'

50'

50'

ENSURE ADA COMPLIANCE (TYP.)CONST. TYPE "B" SIDEWALK RAMP






(TYP.)COMPLIANCEENSURE ADASIDEWALK RAMPCONST. TYPE "B"

SIGNRESET

8TH STREETSIGN TO NORTH SIDE OF RELOCATE CROSSWALK

8TH STREETSIGN TO NORTH SIDE OF RELOCATE CROSSWALK

STD. PMI-1 (TYP.)REFER TO ODOTSTRIPE CROSSWALK


RESET SIGN

(TYP.)DO NOT DISTURB EXIST. LIGHTPOLE

TO GRADEADJUST WM

RESET SIGN

TO GRADEADJUST WV

TO GRADEADJUST WV

FEASIBLE.EXIST.SIDEWALK/ RCB WHERE SIDEWALK/RCB. MATCH ELEV. OF DO NOT DISTURB EXIST. CONST. 5' WIDE SIDEWALK

DO NOT DISTURB EXIST. RCBMATCH EXIST. ELEV.

SEE NOTE 3.DRIVEWAY.SEPARATION AT EXIST. GRADE

10+00

15+00

20+00

25+00

Documents

A T - S E IN L H C T A M fileel=2418.37 seventh & douglas se corner of cut "x" headwall bm# 502 el=2435.63 tenth & douglas sw corner of #4 ib w/pink cp cap bm# 500 fh lp lp lp lp lp