STP-5613(609)_AR-1821 Preliminary Plans 9-30-2022 by STLCOGOV

NORTH HANLEY ROAD (F) RESURFACING PRELIMINARY PLANS FOR

ST. LOUIS COUNTY PROJECT NO. AR-1821

FEDERAL PROJECT NO. STP-5613(609)

PRINCIPAL ARTERIAL 5%

N/A N/A

I L I T Y S 2022 15300 17250 N/A 40 MPH 35 MPH

STANDARD SPECIFICATIONS ST. LOUIS COUNTY STANDARD DRAWINGS. AND BRIDGE CONSTRUCTION, AND BY APPLICABLE COUNTY STANDARD SPECIFICATIONS FOR ROAD PROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON THIS ANY UNDERGROUND UTILITIES AND AVOID THERETO. DETERMINE THE EXISTENCE AND EXACT LOCATION OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO

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HANLEY ROAD P U B L I C W O R K S T R A N S P O R T A T I O N PUBLIC WORKS TRANSPORTATION

R E S P O N S I B AR-1821 N/A H.H. I.G.

STP-5613(609) 7124B-22 ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h DESIGNED:

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t S t e hp a n i e L e o n S t r e e t e r P E APPROVED: Acting Director Stephanie Leon Streeter, P.E. DATE:

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NORTH HANLEY ROAD (F) R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F ) N. HANLEY ROAD STA 1+00.00 BEGIN PROJECT STA 32+32.34 END PROJECT STA 32+32.34 STA 1+00.00 T I T L E & I N D E X S H E E T DESCRIPTION SHEET NO. 1 OF 24 C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y TRAFFIC SIGNAL PLAN 24 ADA CURB RAMPS WARPING ELEVATIONS 23 CURB, SIDEWALK & RAMP PLACEMENTS 13-22 PLAN SHEETS 6-12 SPECIAL NOTES 5 TYPICAL SECTIONS 2-4 TITLE AND INDEX SHEET 1 OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DESIGNATED EXISTING RESPONSIBILITY FOR THAT SPECIFIC INFORMATION. SEWER CONTRACTOR OR OTHER SOURCES, DISCLAIM ANY HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO THE EXISTING SEWER LENGTHS, SIZES, FLOW LINES, DEPTHS OF 9/29/2022 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-Title_Sheet.dgn 9/29/2022 9/29/2022 J.O. ROUGH NAD83 LAT=38.713876°±(N/+) LONG=90.319199°±(W/-) SP MO EAST N=319685± E=265724± METER ESTIMATED ROAD; NORTHEAST CORNER OF JANE AND HANLEY ROADS. "L" ON THE SOUTHWEST CORNER OF THE TOP STEP AT #4000 HANLEY BENCHMARK 9379 NGVD29 ELEV = 633.28 FTUS ROUGH NAD83 LAT=38.718233°±(N/+) LONG=90.317405°±(W/-) SP MO EAST N=320169± E=265879± METER ESTIMATED PLACE DRIVE. EAST OF NORTH HANLEY ROAD ALONG THE NORTH SIDE OF UNIVERSITY 43 FEET WEST OF THE NORTHWEST CORNER OF THE FIRST CATCH BASIN #4300 HANLEY ROAD, AT THE NORTH EDGE OF SIDEWALK AND ROUGHLY STATE DEVELOPMENT AGENCY NORTH HANLEY METROLINK STATION AT ROAD) NEAR THE SOUTHWEST CORNER OF THE PARKING LOT FOR THE BINORTH HANLEY ROAD WITH UNIVERSITY PLACE DRIVE (FORMERLY GEIGER CONTROL BOX AT THE NORTHEAST CORNER OF THE INTERSECTION OF CUT "L" ON SOUTHWEST CORNER OF CONCRETE BASE OF TRAFFIC SIGNAL NGVD29 ELEV = 633.17 FTUS BENCHMARK 9378 NAVD88 (STLC2011A) ELEV=632.83 FTUS (OR) 192.887 METER PROJECT BENCHMARKS: 3132.34 3132.34 KATHERINE AVE JANE AVE CRANBERRY LANE LINK AVE . ALVA AVE PRIVATEDRAGONW YK DR . W ELDON AVE . NATURALBRIDGERD. NORTHHANLEYRD. ALVAAVE. U N I VER SITY PL D R JENNY DRIVE I70 EASTBO U N D O FF R AM P ON RAM P EASTBOUND I70 (PRIVATE)TORIIDR . V E R A A V E CHERRY AVE

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END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET STATE LENGTH FEDERAL LENGTH MILES MILES FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT ADT (2006): DESIGN ADT (2030): DESIGN SPEED (V) = POSTED SPEED (V) = TRUCK PERCENTAGE (T) = DIRECTIONAL DISTRIBUTION (D) = PROJECT LIMITS INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE: LENGTH OF PROJECT UTILITY NOTE DESIGN CRITERIA FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: PROPERTY LINE PERMANENT DRAINAGE EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY SLOPE AND CONSTRUCTION LICENSE PERMANENT TRAFFIC SIGNAL EASEMENT PERMANENT FOOTING EASEMENT CONSTRUCTION LIMITS TREE OR SHRUB (DESIGNATE DIA. & TYPE) GUARDRAIL RAILROAD SIGN TO BE REMOVED TO BE ABANDONED USE IN PLACE TO BE REMOVED AND REPLACED ADJUST TO GRADE TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED ADJUST TO GRADE BY OTHERS DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.) (T.B.R.&R.B.O.) (A.T.G) (T.B.R.&R.) (U.I.P.) (T.B.A.) (T.B.R.) T.S.C.L. P.T.S.E. P.R.W.E. P.D.E. P P.S.E. MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT, P.F.E. PERMANENT RETAINING WALL EASEMENT RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING SYMBOLOGY P.R.I.M.U.E. AND SEWER EASEMENT MAINTENANCE AND UTILITY SIDEWALK PERMANENT ROADWAY IMPROVEMENT, P.R.I.M.U.S.S.E. TREE/VEGETATION LINE FENCE (DESIGNATE TYPE) W-WATER E-ELECTRIC T-TELEPHONE/CATV G-GAS UNDERGROUND UTILITY (TYPE SPECIFIED) GENERAL LEGEND LOCATOR MAP MSD CERTIFICATION P.E. SIGNED DATE THE AFOREMENTIONED FINAL MEASUREMENTS SIGNATURE AND SEAL APPLY ONLY TO IT SHOULD BE UNDERSTOOD THAT THIS PROJECT SPECIFIC INFORMATION M.S.D. P-NUMBER: M.S.D. BASE MAP: DRAWN: DATE: CHECKED:

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FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

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( 1 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & 3A 3B 3D 3F 3C 3E 3G 4A 4B 4D 4F 4G 4E 4C 1D 1B 1F 1E 1G 1C 1A 2G 2E 2C 2A 2B 2D 2F POLE (U.I.P.) EXIST. UTILITY EXIST. INLET TOP (T.B.R.&R.) EXIST. INLET TOP (T.B.R.&R.) POLE (U.I.P.) EXIST. UTILITY 13 OF 24 6' 4' 4' 4' 6' 4' 6' 4' 4' 4' 6' 4' 4 EXIST. PORCH STEPS (D.N.D.) 148% 533% 583% 20% 16% 196% 783% 80% 20% 20% 817% 80% 20% 20% 433% 433% 10% 20% 0.79% 2.0% 7.54% 3.73% 1 8 7 % 1 8 7 % 2 0 % 2 0 % EXIST. GAS VALVE (A.T.G.) 776% 237% STAIRS (D.N.D.) EXIST. WALL AND FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

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N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' EXIST .R/W EXIST. R/W U N I V E R S I T Y P L A C E D R I V E 12B 12D 12F 12H 12G 12E 12C 12A 11A 11B 11D 11E 11F 11C 14I 14H 14D 14G 14B 14A 14E 14F 14C 15K 15I 15G 15E 15C 15A 15B 15D 15H 15F 15J 15L CUT THROUGH ISLAND CONFIGURATION ISL-1 REBUILD AS CUT THROUGH ISLAND CONFIGURATION ISL-1 REBUILD AS (SEE SIGNAL PLANS) EXIST. TRAFFIC PULLBOX SINGLE PARALLEL TYPE D CURB RAMP CONFIGURATION S-PAR-1 REBUILD AS EXIST. GAS VALVE (A.T.G.) SINGLE PARALLEL, TYPE C CURB RAMP CONFIGURATION S-PAR-2 REBUILD AS EXIST. TRAFFIC PULLBOX (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. MH (U.I.P.) ( 4 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & 16 OF 24 5'0" 5 0 5'0" 5'0" 5 0 5'0" 4'3" 4'1" 4'0" 5'0" 6'0" 6'0" 6'0" EXIST. TRAFFIC PULLBOX (U.I.P.) 8.0% 8.1% 8.2% 7.5% "0'4 4'0" 5'0" 5'0" 0.4% 4.2% 3.9% 1.9% 1.9% 1 4 % 1.2% 1 4 % 2.0% 0 .5% 0.2% 1 9 % 1 9 % 1.9% 2.0% 1.9% 1.5% 5.2% 4.88% 1.4% 1.4% 2.0% 5.2% 2.0% 2.0% 1.38% 1.38%

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N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' NORTH HANLEY ROAD EXIST. R/W EXIST. R/W EXIST. R/W OT IRIRDI V E LARGE RADIUS, BACK OF CURB SINGLE PERPENDICULAR, TYPE B CURB RAMP CONFIGURATION S-PERP-2 REBUILD AS LARGE RADIUS, BACK OF CURB SINGLE PERPENDICULAR, TYPE B CURB RAMP CONFIGURATION S-PERP-2 REBUILD AS STRUCTURE (UIP) EXIST. WATER SUPPLY ( 5 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & 16C 16E 16G 16A 16F 16D 16B 17C 17E 17G 17A 17B 17F 17D 17 OF 24 6' 0" 4' 0" 6' 0" 4' 0" 4 1 4 4 " 1183% 5.17% 5.17% 1.75% 2.0% 737% 833% 833% 1.75% 2.0% 1 8 6 % 2 0 % FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i

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#15 POLE #13 POLE #14 POLE

#16 POLE

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h I B I L I T Y

y l i i d

l l t h h

d d

by d i l i

i b i l ity f

i f i t i p

b E s t i m a t e s R e p o r t s o r o t h e r D

f h l i g

y p

d e

h i h DESIGNED:

b O P U B L I C W O R K S T R A N S P O R T A T I O N

o u e v a d R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F )

R E S P O N S i L

S C A S t

H. H. I.G. J.O.

i f t h t t h N/A J13,J14 L I C E N S E N O 0 2 9 0 9 5 P R O F E S S I O N A L E N G I N E E R A B D E L H A M I D H A D J R I A c t i n g D i r e c t o r S t hp

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P E

E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W C O N S T R U C T I O N CL CL C O N S T R U C T I O N CL C O N S T R U C T I O N 4' 6' 5' 6' 4' 5' 4' 5' 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N N N N ( 6 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W CL C O N S T R U C T I O N EXIST. WATER VALVE (A.T.G.) EXIST. GAS VALVE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) T S C L P S E P S E T S C L P S E T S C L P S E T S C L EXIST. INLET TOP (T.B.R.&R.) OFF 34.97 STA 1+11.41 OFF 34.12 STA 2+53.78 OFF 32.79 STA 4+76.44 OFF 33.51 STA 3+81.42 18 OF 24 N O R T H H A N L E Y R O A D N O R T H H A N L E Y R O A D N O R T H H A N L E Y R O A D N O R T H H A N L E Y R O A D FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

j t d f

DRIVE ASPHALT 6 + 0 0 0 0

#11 POLE #10 POLE #9 POLE

#12 POLE

7+47.10 PT 7+2710 PC DRIVE ASPHALT

d e

S P

i E

I h b i f t h t t h -

i b i l ity f O P U B L I C W O R K S T R A N S P O R T A T I O N

S-

R /-

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e P E

o u e v a d R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F )

y l i i d S t

by d i l i i L

l l t h h N/A J13,J14 L I C E N S E N O 0 2 9 0 9 5 P R O F E S S I O N A L E N G I N E E R A B D E L H A M I D H A D J R I A c t i n g D i r e c t o r S t hp

h i h t

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H. H. I.G. J.O.

4' 6' 4 6 4 6 4 4' 5' P.S.E. P.S.E. T.S.C.L. T.S.C.L. 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N N N N ( 7 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & C O N S T R U C T I O N CL C O N S T R U C T I O N CL CONSTRUCTION CL CONSTRUCTION CL EXIST R/W E X I S T R / W E X I S T R / W EXIST R/W EXIST.R/W EXIST.R/W E X I S T R / W E X I S T R / W EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) P S E T S C L P S E T S C L EXIST. WATER VALVE (A.T.G.) EXIST. GAS VALVE (U.I.P.) EXIST. GAS VALVE (U.I.P.) EXIST. INLET TOP (T.B.R.&R.) OFF 29.58 STA 6+06.17 OFF 28.56 STA 7+39.04 OFF 29.18 STA 8+35.70 OFF 29.23 STA 9+75.25 19 OF 24 N O R T H H A N L E Y R O A D NORTH HANLEY ROAD NORTH HANLEY ROAD N O R T H H A N L E Y R O A D FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED: i i j t d f y p f

h l i

d d

s t i m a t e s R e p o r t s o r o t h e r D DESIGNED:

i f i t i p N S I B I L I T Y S C A

11+00.00 CONC

#8 POLE #7 POLE #6 POLE #5 POLE

h i h C A

y l i i d S I B I L I T Y

l l t h h

d e

i b i l ity f

i f i t i p

d d

b E s t i m a t e s R e p o r t s o r o t h e r D

f h l i g

i

y p

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O P U B L I C W O R K S T R A N S P O R T A T I O N

by d i l i DESIGNED:

E S P O N t

o u e v a d R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F )

S P E

R S t

b N/A J13,J14 L I C E N S E N O 0 2 9 0 9 5 P R O F E S S I O N A L E N G I N E E R A B D E L H A M I D H A D J R I A c t i n g D i r e c t o r S t hp

i f t h t t h i L

H. H. I.G. J.O.

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T.S.C.L. T.S.C.L. P.S.E. P.S.E. 4 6 4 6 6' 4' 4' 6' 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N N N ( 8 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K &

C O N S T R U C T I O N CL C O N S T R U C T I O N CL E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W EXIST R/W EXIST R/W EXIST.R/W EXIST.R/W EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) P S E T S C L P S E T S C L EXIST. GAS VALVE (U.I.P.) EXIST. GAS VALVE (U.I.P.) EXIST. WATER VALVE (A.T.G.) EXIST. WATER VALVE (A.T.G.) EXIST. WATER VALVE (A.T.G.) EXIST. INLET TOP (T.B.R.&R.) OFF 29.71 STA 10+55.96 OFF 30.14 STA 11+50.60 OFF 30.45 STA 12+46.87 OFF 30.94 STA 13+76.76 20 OF 24

N O R T H H A N L E Y R O A D N O R T H H A N L E Y R O A D FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O N N O T F O R P R E L I M I N A R Y DRAWN: DATE: CHECKED:

CONSTRUCTION CL

NORTH HANLEY ROAD

j t d f

NORTH HANLEY ROAD

1 5 + 0 0 0 0

16+00.00 C O N C R E T

CONC CONC CONC

#4 POLE #3 POLE #2 POLE

#9 RAMP

C O NC RETE RO AD

#1 POLE

i b i l ity f I L I T Y S C A

d e

i f i t i p S I

S P

i DESIGNED:

b E s t i m a t e s R e p o r t s o r o t h e r D

l l t h h O P U B L I C W O R K S T R A N S P O R T A T I O N

d d

O N /-

B-

R E S -

i f t h t t h P E

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h S t

y p

i

by d i l i N/A J13,J14 L I C E N S E N O 0 2 9 0 9 5 P R O F E S S I O N A L E N G I N E E R A B D E L H A M I D H A D J R I A c t i n

y l i i d t

h i h i L

b t

g D i r e c t o r S o u e v a d R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F )

H. H. I.G. J.O.

hp 9/29/2022 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 9/29/2022

T.S.C.L. P.S.E. T.S.C.L. P.S.E. 4' 6' 4' 6' 4 6 4 7 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N N N N ( 9 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & C O N S T R U C T I O N CL C O N S T R U C T I O N CL CONSTRUCTION CL CONSTRUCTION CL EXIST R/W EXIST R/W EXIST R/W EXIST.R/W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W P S E T S C L P S E T S C L EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. GAS VALVE (U.I.P.) EXIST. UTILITY POLES (U.I.P.) EXIST. INLET TOP (T.B.R.&R.) EXIST. INLET TOP (T.B.R.&R.) OFF 31.12 STA 14+84.11 OFF 32.31 STA 16+23.58 OFF 32.32 STA 18+50.08 21 OF 24 EXIST. UTILITY PULLBOX (U.I.P.) OUTSIDE PROPOSED SIDEWALK RELOCATE TELEPHONE PEDESTAL L I N K A V E N U E OFF 32.02 STA 17+43.35 EXISTING BOLLARDS (T.B.R.) EXISTING BOLLARDS (T.B.R.)

N O R T H H A N L E Y R O A D N O R T H H A N L E Y R O A D

HANLEY

DATE:

NORTH

ROAD

I N A R Y

DRAWN:

CHECKED:

j t d f

f h l i g

26+00.00

1 STOP BUS 2 STOP BUS 2 1 + 3 5 5 4 P T 21+0000

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h S P O N S I B I L I T Y S C A

y l i i d

l l t h h

d d

by d i l i

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

d e

i f i t i p

f h l i g

j t d f

y p

h i h DESIGNED:

b O P U B L I C W O R K S T R A N S P O R T A T I O N

o u e v a d R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F )

R E i L

S t

i f t h t t h N/A J13,J14 L I C E N S E N O 0 2 9 0 9 5 P R O F E S S I O N A L E N G I N E E R A B D E L H A M I D H A D J R I A c t i n g D i r e c t o r S t hp

H. H. I.G. J.O.

P E

9/29/2022 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 9/29/2022

( 1 0 O F 1 0 ) R A M P P L A C E M E N T S C U R B S I D E W A L K & 22 OF 24 CONSTRUCTION CL NORTH HANLEY ROAD CONSTRUCTION CL NORTH HANLEY ROAD T.S.C.L. T.S.C.L. 5' 5' 4 4 4 EXIST. UTILITY POLE (U.I.P.) EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST. UTILITY POLE (U.I.P.) EXIST. UTILITY POLE (U.I.P.) EXIST. BUS STOP SIGN (U.I.P.) EXIST. WATER VALVE (A.T.G) 4 7 PROP. BUS STOP PROP. BUS STOP 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T R U C T I O

DRAWN: DATE: CHECKED:

N N O T F O R P R E L I M I N A R Y

d e

Y S C -

y l i i d I L I T

h i h A

i f i t i p

d d

by d i l i I

i b i l ity f

b E s t i m a t e s R e p o r t s o r o t h e r D

f h l i g

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O P U B L I C W O R K S T R A N S P O R T A T I O N

B P E

N S t

b N/A J13,J14 L I C E N S E N O 0 2 9 0 9 5 P R O F E S S I O N A L E N G I N E E R A B D E L H A M I D H A D J R I A c t i n g D i r e c t o r S t hp

l l t h h DESIGNED:

i f t h t t h i L

o u e v a d R E S U R F A C I N G N O R T H H A N L E Y R O A D ( F )

R E S P O S t

H. H. I.G. J.O.

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23 OF 24 ( 1 O F 1 ) W A R P I N G E L E V A T I O N S A D A C U R B R A M P S FEDERAL PROJECT NO. STP-5613(609) AR-1821 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 7124B-22 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: C O N S T

E L I M I

DRAWN: DATE: CHECKED:

R U C T I O N N O T F O R P R

N A R Y

j t d f

y p