AR-1680 Construction Plans by STLCOGOV

BENNINGTON-MCKELVEY-AMELING ROAD RESURFACING CONSTRUCTION PLANS

ST. LOUIS COUNTY PROJECT NO. AR-1680

FEDERAL PROJECT NO. STP-5558(609)

DESCRIPTION 1

MCKELVEY ROAD BENNINGTON PLACE 0 0

SHEET NO. TITLE & INDEX SHEET 6-8 (3 SHEETS) EXISTING TYPICAL SECTIONS 1263 0 0 1263 0.74 0.74

by d i l i n t s i n t e nd e d t o b e I h

N N.T.S.

14,420 14,708 N N.T.S.

l R E SP ON S I B I L I T Y STANDARD SPECIFICATIONS

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r e do c m e ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON PUBLIC WORKS TRANSPORTATION ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI 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

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P U B L I C W O R K S T R AN SP O R T A T I ON 9 SPECIAL NOTE GM (8 SHEETS) CONSTRUCTION PLAN SHEETS 14-21 (4 SHEETS) PLAN SHEETS SHEETS INTERSECTION & INTERCONNECT 22-26 (NOT NUMBERED) 7 SHEETS STANDARD DRAWINGS TRAFFIC CONTROL DEVICES Rough NAD83 Lat=38.714376°±(N/+) Long=90.454270°±(W/-) SP MO East N=319726± E=253977± Meter Estimated and 60 feet south of the centerline of Dorsett Road. Road; roughly 80 feet west of the centerline of McKelvey Road corner of the Shell gas station addressed as #1999 McKelvey north leg of "Shell" sign within a lawn area in the northeast Cut "L" on the northeast corner of the concrete base for the NAVD88(SLC2011a) Elev = 495.02 FtUS 8334 PROJECT BENCHMARKS Rough NAD83 Lat=38.721874°±(N/+) Long=90.448111°±(W/-) SP MO East N=320558.6± E=254512.2± Meter - Submeter intersects the west side of McKelvey Road. directly across McKelvey Road from where Ameling Road of the centerline of the entrance drive. The entrance drive is feet east of the centerline of McKelvey Road and 18 feet north intersection of McKelvey Road and Ameling Road; roughly 75 new Maryland Heights Community Center immediately east of the base for overhead lighting pole at the south entrance to the Cut “U” on the top west side of two foot diameter concrete NAVD88(SLC2011a) Elev = 507.48 FtUS 8353 Rough NAD83 Lat=38.718168°±(N/+) Long=90.453141°±(W/-) SP MO East N=320147± E=254075± Meter Estimated Rush Creek Way. northwest corner of the intersection of Bennington Place and RM 25 FEMA PANEL 154 "O" in OPEN on fire hydrant at the NAVD88(SLC2011a) Elev = 503.36 FtUS (Trig Level) SITE BENCHMARK Add 0.28 FtUS to project elevations to relate the Project to NGVD29 elevations. Conversion from NAVD88 (SLC2011a) to NGVD29: STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER R. MARSHALL GREGORY 2-5 (4 SHEETS) SUMMARY OF QUANTITIES 10-13 (9 SHEETS) CURB RAMP DETAILS 27-35 0+74.28 McKELVEY-BENNINGTON STA 0+74.28 BEGIN CONSTRUCTION AMELING ROAD STATION 9+72.64 START CONSTRUCTION MCKELVEY-BENNINGTON STA 27+47 END CONSTRUCTION 27+47.00 9+72.64 22+35.64 (APPROX. AMELING ROAD STA 22+35.64) FEDERAL PROJECT STP-5558(608) AT MCKELVEY PHASE I PROJECT LIMITS END CONSTRUCTION L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL M.S.D. P-NUMBER: M.S.D. BASE MAP: REVIEW ENGINEER: APPROVAL DATE: APPROVED: Director Stephanie Leon Streeter, P.E. DATE: DORSETT CRAIG ADIE R D FEE FEE AVE M C KELVEY RD MARINE AVE AMELINGRD MARINE AVE M C KELVEY FEE FEE RD BENNINGTON PL LACKLAN FEE FEE RD RD SCHULTE RD D 270 RD DORSETT DR SCHAEFER 364 MEMORIAL HWY. PAGE EXPRESSWAY MILL RD COEUR CREVE PL BENNINGTON PLAZA DR WEST PORT PKWY PROGRESS CR A I G S H I R E D R VILLA DORADO DR McKELVEY ROAD DO R S ETT R OAD PLACE BENNINGTON QUA L I Y L Q UA L I T Y L N GA E N I V M EL V O R E D R U RR AY ( P R VA TE R I V ) R U S CR W BENNINGTON PLACE A M EL I NG R D QUA I V E C HA M AGN R OAD M c K EL V E Y AMELING ROAD 3-29-23

N N.T.S. MATCHLINE M A T C H L I N E 1 OF 35

2673 2673 R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E Y -

END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET STA. STA. END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET STA. STA. AMELING ROAD STATE LENGTH FEDERAL LENGTH MILES MILES FUNCTIONAL CLASSIFICATION: URBAN MINOR ARTERIAL DESIGN YEAR: CURRENT ADT (YEAR): DESIGN ADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) = TRUCK PERCENTAGE (T) = DIRECTIONAL DISTRIBUTION (D) = 2036 50% 35 MPH 30 MPH PROJECT LIMITS INDEX OF SHEETS LENGTH OF PROJECT UTILITY NOTE THERETO. EXISTENCE AND EXACT LOCATION AND TO AVOID CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR PRESENTLY NOT KNOWN OR SHOWN. IT IS THE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE RECORDS: AND, THEREFORE THEIR LOCATIONS MUST HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES DESIGN CRITERIA FEDERAL PROJECT NO. STP-5558(609) AR-1680 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6834C-21 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y 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 OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED 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, FLOWLINES, DEPTHS OF P.E. SIGNED DATE THE AFOREMENTIONED FINAL MEASUREMENTS SIGNATURE AND SEAL APPLY ONLY TO IT SHOULD BE UNDERSTOOD THAT THIS PROJECT SPECIFIC INFORMATION DRAWN: DATE: CHECKED:

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i f t h t t h R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I O N R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

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( 1 O F 4 ) S U MM A R Y O F QUAN T I T I E S

AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL 2

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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( 2 O F 4 ) D ET A I LE D QUAN T I T I E S

AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL 3

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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( 3 O F 4 ) D ET A I LE D QUAN T I T I E S

AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL 4

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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( 4 O F 4 ) D ET A I LE D QUAN T I T I E S

AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL 5

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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MILLING LINE

VARIES 10' +/- 10' +/-

PAVEMENT EXISTING APPROX. 3". THE ENGINEER DIRECTED BY DEPTH AS APPROX. 3". THE ENGINEER DIRECTED BY DEPTH AS

DEPTH TRANSITION PAVEMENT SURFACING & TEXTURING FOR ILLUSTRATIVE PURPOSES ONLY NOT TO SCALE

MILLING LINE

t h CURB EXISTING CURB EXISTING

DEPTH TRANSITION PAVEMENT SURFACING & TEXTURING 1.5' 9'+/- 1.5' 9' +/STA 0+85 TO STA 25+69.13 CONCRETE PAVEMENT EDGE MILLING SCHEMATIC McKELVEY ROAD - BENNINGTON PLACE CL 2.0% 2.0%

SIDEWALK CONCRETE 4" THICK 4" TYPE 5 AGGREGATE BASE (0+85.00-BEGINNING OF RESURFACING) STA 0+74.28 - STA 25+69.13 TYPICAL SECTION McKELVEY ROAD - BENNINGTON PLACE

4-7' +/- 4-7' +/-

SIDEWALK CONCRETE 4" THICK 4" TYPE 5 AGGREGATE BASE

PCC PAVEMENT EXISTING 9" (+/-) VERTICAL CURB/ MOUNTABLE CURB AND GUTTER EXISTING 6"-12" VERTICAL CURB/ MOUNTABLE CURB AND GUTTER EXISTING 6"-12" AGGREGATE BASE 9" +/- PCCP ON EXISTING PAVEMENT SECTION:

RIGHT OF WAY VARIES REBUILT TO 5' 4' SIDEWALK REBUILT TO 5' 4' SIDEWALK 4" AGGREGATE BASE EXISTING PREPARED SUBGRADE EXISTING NOT TO SCALE

CONCRETE SLAB REPLACEMENT AS NEEDED.

NOTE:

THE

ABOVE TYPICALSECTIONS ARE INTENDED TO

OVERLAYOPERATIONS THE PAVEMENT MATERIALS AND PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING

AND

DEPTHS

SHOWN WERE PLOTTED FROM EXISTING RECORDS

VARIES 10' +/- 10' +/- 9' +/- 9' +/- 1.5' 1.5' AND OVERLAY WITH 1.75" SP125 WEARING SURFACE. PLACE 1.25" SP95 WEDGE COURSE TRANSITION MILL 0" TO 3" AT 1.5' FROM BACK OF CURB 1.25" SP095 WEDGE COURSE NEW 175"SP125 WEARING SURFACE ON STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY MAINTAINS POSITIVE DRAINAGE AS DIRECTED BYTHE ENGINEER DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE CONDITIONS CONTRACTOR SHALLTAKE APPROPRIATE MEASURES AND MAYDIFFER SIGNIFICANTLYFROM ACTUALFIELD

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by STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

i f t h t R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

( 1 O F 3 ) T Y P I C A L S E C T I ON S

by d i l i AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

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FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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CL 10' +/- 10' +/- 10' +/- 10' +/- 4-7' +/- 4-7' +/-

2.0% 2.0%

60'+/- RIGHT OF WAY REBUILT TO 5' 4' SIDEWALK REBUILT TO 5' 4' SIDEWALK 4" AGGREGATE BASE EXISTING PREPARED SUBGRADE EXISTING ASPHALT CURB EXISTING 6"

ASPHALT CURB EXISTING 6" SIDEWALK CONCRETE 4" THICK 4" TYPE 5 AGGREGATE BASE 4" TYPE 5 AGGREGATE BASE

SIDEWALK CONCRETE 4" THICK STA 25+69.13 - STA 27+07.23 TYPICAL SECTION BENNINGTON PLACE NOT TO SCALE

PAVEMENT BASE REPAIRS AS NEEDED.

NOTE:

THE INTERSECTION. AT THE NORTH AND WEST SEGMENTS OF ADJACENTTO FULL DEPTH PCC PAVEMENT EXISTING FULL DEPTH ASPHALT PAVEMENT AND OVERLAY WITH 1.75" SP125 WEARING SURFACE. PLACE 1.25" SP95 WEDGE COURSE MILL APPROX. 3" OF EXISTING PAVEMENT SURFACE 1.25" SP095 WEDGE COURSE NEW 175"SP125 WEARING SURFACE ON STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY MAINTAINS POSITIVE DRAINAGE AS DIRECTED BYTHE ENGINEER DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE CONDITIONS CONTRACTOR SHALLTAKE APPROPRIATE MEASURES AND MAYDIFFER SIGNIFICANTLYFROM ACTUALFIELD DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND OVERLAYOPERATIONS THE PAVEMENT MATERIALS AND PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICALSECTIONS ARE INTENDED TO

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h DESIGNED:

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

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( 2 O F 3 ) T Y P I C A L S E C T I ON S

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FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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60' (+/-) RIGHT OF WAY REBUILT TO 5' 4' SIDEWALK 11' +/- 11' +/7' +/-

11' +/- 7' +/-

2.0% 2.0%

SIDEWALK CONCRETE 4" THICK APPROX. 8" TO 12") (THICKNESS VARIES ASPHALT PAVEMENT EXISTING FULL DEPTH AND OVERLAY WITH 1.75" SP125 WEARING SURFACE. PLACE 1.25" SP95 WEDGE COURSE MILL APPROX. 3" OF EXISTING PAVEMENT SURFACE

SIDEWALK CONCRETE 4" THICK 4" TYPE 5 AGGREGATE BASE

4" TYPE 5 AGGREGATE BASE

STA 10+00 TO STA 22+35.64 TYPICAL SECTION AMELING ROAD

PAVEMENT BASE REPAIRS AS NEEDED.

REBUILT TO 5' 4' SIDEWALK MOUNTABLE CURB EXISTING PREPARED SUBGRADE EXISTING 4" AGGREGATE BASE EXISTING MOUNTABLE CURB EXISTING NOT TO SCALE

1.25" SP095 WEDGE COURSE NEW 175 SP125 WEARING SURFACE ON STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY MAINTAINS POSITIVE DRAINAGE AS DIRECTED BYTHE ENGINEER DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE CONDITIONS CONTRACTOR SHALLTAKE APPROPRIATE MEASURES AND MAYDIFFER SIGNIFICANTLYFROM ACTUALFIELD DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND OVERLAYOPERATIONS THE PAVEMENT MATERIALS AND PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICALSECTIONS ARE INTENDED TO

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

by DESIGNED:

NOTE: 8

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

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( 3 O F 3 ) T Y P I C A L S E C T I ON S

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t h AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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SCOPE OF WORK AND ESTIMATED QUANTITIES ARE BASED UPON EVALUATION OF DETAILED SURVEY PLANS FOR THIS PROJECT HAVE BEEN PREPARED AND THE

AND THE EXTENT OF THE VARIOUS OPERATIONS REQUIRED TO COMPLETE THE COUNTY RESIDENT ENGINEER WILL DIRECT THE CONTRACTOR AS TO THE AMOUNT CHANGES MAY BE EXPECTED THROUGH COMMENCEMENT OF CONSTRUCTION. THE COMPLETED ON DECEMBER 19, 2018 DUE TO HEAVY TRAFFIC VOLUMES, MANY PERSONNEL EXPERIENCED IN THIS TYPE OF WORK. THE FIELD INVESTIGATION WAS BENNINGTON PLACE-MCKELVEY ROAD-AMELING ROAD BY DEPARTMENTAL

ACTUAL FINAL QUANTITIES OF THE VARIOUS PAY ITEMS AS DETERMINED BY THE SPECIFICATIONS. THE CONTRACTOR WILL BE COMPENSATED ON THE BASIS OF THE IMPROVEMENTS IN ACCORDANCE WITH THE GENERAL GUIDELINES SHOWN IN THE

ENGINEER.

THE UNDERGROUND UTILITIES SHOWN HEREIN WERE PLOTTED FROM AVAILABLE

CHAPTER 319, RSMO. FACILITY SAFETY AND DAMAGE PREVENTION ACT, IN NO WAY ABSOLVE ANY PARTY FROM COMPLYING WITH THE UNDERGROUND EXCAVATION, OR CONSTRUCTION OF ANY IMPROVEMENTS. THESE PROVISIONS SHALL VERIFYING THE ACTUAL LOCATION IN THE FIELD PRIOR TO ANY GRADING, THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR NONEXISTANCE, SIZE, TYPE, NUMBER, OR LOCATION OF THESE OR OTHER UTILITIES. INFORMATION AND DO NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ST. LOUIS COUNTY

BE MADE AT THEIR COST BY AN ELECTRICAL CONTRACTOR AS DIRECTED BY ST. CONDUIT. IN THE EVENT THE CONTRACTOR DAMAGES THE CONDUIT, REPAIRS SHALL CONSTRUCTION WORK FOR LOCATING AND SPOTTING EXISTING TRAFFIC SIGNAL SECTION), AT 314-615-0215, A MINIMUM OF 48 HOURS IN ADVANCE OF DEPARTMENT OF HIGHWAYS AND TRAFFIC, DIVISION OF OPERATIONS (SIGNALS

LOUIS COUNTY.

PROJECT DISTURBANCE: 0.90 ACRES

PROJECT RUNOFF DIFFERENTIAL: 0.476 CFS

ll t h h DESIGNED:

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i f t h t t STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

h R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

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SP E C I A L NO TE

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

M.S.D. BASE MAP: 13O , 140

ing

0 SCALE IN FEET

40 80 120 SCALE: 1" = 40'

WATER WATER

12+00 13+00 14+00 16+00 17+00 18+00 20+00 21+00

VALVE WATER WATER

K EL V E Y

R D

(50'W) CT TOULOUSE ( VA R I A B LE W I D T H ) C H A R LE M A G N E D R M cK ELVEY RD AMELING RD AMELING RD AMELING RD ( 50 W ) L N QUA L I T Y M

2" CONDUIT 2" CONDUIT 2" CONDUIT to any grading, excavation or construction of improvements. plans, shall be the responsibility of the Contractor, and shall be verified prior existing facilities, structures and utilities either shown or not shown on these shall be considered approximate only. Verification of the locations of all Existing underground facilities, structures and utilities, if shown on these plans,

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

by d i l i

ll t h h

i f i ti pon i b ility f

N A M EL I NG R OAD M A T C H L I N E S T A 12 + 00 14 15 16 I N TE RC ONN E C T S H EET

nd d

b E s ti m a t e s R e po r t s o r o t h e r D

STP-5558(609) 6834C-21 N/A 13O 14O ETATS O F M ISSOURI PROFESSIO N A L REENIGNEA S HA L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL GAS VALVE

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

OF THE FOLLOWING PROJECTS: THE CONTRACTOR SHALL COORDINATE THE ITS

by DESIGNED:

STP-5558 (609) - MCKELVEY ROAD / BENNINGTON STP-5558 (608) - MCKELVEY ROAD, PHASE 1

NOTE:NOTE: THE CONTRACTOR SHALL COORDINATE THE ITS WORK WITH FOLLOWING PROJECTS: STP-5558 (608) - MCKELVEY ROAD, PHASE 1 STP-5558 (610) - MCKELVEY ROAD, PHASE 2

A M EL I NG R E S U R F A C I NG B E NN I NG T ONM c K EL V E Y

i f t h t t h R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON C.B.D.

DATE: E.W.

C.B.D.

UTILITY NOTE: 26 OF 35

FEDERAL PROJECT NO. AR-1680 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: CHECKED:

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LEGEND:

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

MANHOLE (UIP)

BOX (UIP) TRAFFIC PULL SIGNAL (UIP) TRAFFIC SIGNAL (UIP) TRAFFIC

(UIP) 30" TREE (UIP) GUY WIRE

(ATG) GAS VALVE

TOP (ATG) CURB INLET (ATG) MANHOLE

0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

POLE (UIP) UTILITY

SIGN (UIP) END OF MAINTENANCE TRAFFIC SIGNAL& METER (UIP) ELECTRIC (UIP) GUY WIRE

10+00 10' W SEWER ES

2.4% -10' 7 .1% -15' 5.1%15 '

BOX (ATG) TRAFFIC PULL

7.5% -8' LANDING 5'x 5'

PSE PSE PRIMUSSE

(UIP) CURB INLET

BOX (UIP) TRAFFIC PULL BOX (UIP) TRAFFIC PULL

BOX (UIP) TRAFFIC PULL (ATG) CURB INLET TOP (UIP) TRAFFIC SIGNAL (UIP) 18" TREE

71% -10' 82% -10' 5% -4.5'

LANDING 5'x 5' 7LANDING 'x 10'

BENNI

EXISTING R.OW EXISTING R.O.W

EXISTING R.O.W EXISTING RO.W EXISTING R.O.W EXISTING R.O.W

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

(UIP) FENCE CHAINLINK

by DESIGNED:

R OAD M c K EL V E Y PL PL PL PL 27 (UIP) BOX TRAFFIC CONTROL

by d i l i

ll t h h

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

i f t h t t h R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

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f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

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AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

R A M P D ET A I L A RAMP DETAIL "A"

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

ROAD McKELVEY PLACE

NGTON

(UIP) LIGHT YARD

(UIP) HYDRANT FIRE

EXISTING R.O.W. EXISTING R.O.W.

(UIP) AREA GARDEN (UIP) PEDESTAL TELEPHONE BOX (UIP) TRAFFIC PULL (ATG) CURB INLET TOP

PSE

t LANDING 5'x 5'

86& 87) PL PL DETAIL

RAMP (UIP) WOOD FENCE (TBR) MAINTENANCE SIGN END OF

PL PL N

BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP SINGLE PERPENDICULAR CONFIGURATION S-PERP-4 REBUILD RAMP

PLACE BENNINGTON

SINGLE PARALLEL CONFIGURATION S-PAR-3 BUILD RAMP

(ATG) WATER VALVE SIGN (TBR)

"B" (UIP) AREA GARDEN TSCL (UIP) WOOD FENCE PSE

EXISTING R.O.W EXISTING R.O.W. EXISTING ROW.

61% -15' 13+00

S T A 13 + 0 9 9 4

LEGEND:

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

h 7.7% -10' 2% CROSS SLOPE LANDING 4'WIDE 26% -10' 8% -10' 8% -10'

PL 28

0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

i f i ti pon i b ility f DESIGNED:

PSE R A M P D ET A I L B

S t

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h GM

by STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

i f t h R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL LANDING 5 x 4'

ll t h h R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

by d i l i AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

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1.9% -10'

2 0 %10 1 6%10 4.9% -10' 15+00

W 5'CONC.SIDEWALK S T A . 14 + 88 34 S T A 1 5 + 0 7 . 7 6

LANDING 5'x 5'

5LANDING 'x 5' 8% -10' 8% -10'

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

by DESIGNED:

by d i l i

ll t h h

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

ny p

y d f

R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL LANDING 5'x 4'

i f t h t R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

t h AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

CONCRETE SIDEWALK DRIVE ASPHALT CONCRETE ROAD CONCRETE CONCRETE SIDEWALK R A M P D ET A I L C 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE LEGEND: RAMP DETAIL "C" EXISTING R.O.W EXISTING R.O.W EXISTINGR.O.W SINGLE PARALLEL CONFIGURATION S-PAR-3 BUILD RAMP DUAL PERPENDICULAR CONFIGURATION D-PAR-1 REBUILD CURB RAMP (UIP) MODULAR BLOCK WALL (TBR) SIGN SIGN (TBR) END OF MAINTENANCE (UIP) 30" TREE (ATG) WATER VALVE (UIP) 30" TREE (TBR) 24" TREE (UIP) LIGHT STREET ( 50 ' W ) D R I V E M U RR AY F O R E S T BENNINGTON PLACE 29 DUAL PERPENDICULAR CONFIGURATION D-PAR-1 REBUILD CURB RAMP

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FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

E S T PL

CRETE SIDEWALK

D R I V E

C ON CR ETE

D R I V E

55% -10'

CONCRETE SIDEWALK

18+00 CONCRETE SIDEWALK SIDEWALK

3 0 %12

EXISTING R.O.W EXISTING R.O.W EXISTING R.O.W EXISTING R.O.W E X I S T I NG R O W

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

PLACE

LANDING 5' x 5' LANDING 5' x 5'

18% -10' 3 1 %13 '

E X I S T I NG R O W

EXISTING R.O.W

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

(TBR) MAINTENANCE SIGN END OF (UIP) MAILBOX (UIP) MANHOLE (UIP) LIGHT STREET (UIP) MANHOLE (UIP) STONE WALL (UIP) CURB INLET (TBR) GARDEN AREA (TBR) BLOCK WALL (UIP) LIGHT STREET (UIP) INLET CURB (UIP) LIGHT YARD 30 BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP D R I V E GA R D E N S M C K EL V E Y

by d i l i

LEGEND: RAMP DETAIL "D"

ll t h h

by DESIGNED:

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

C ON CR ETE ROAD CONCRETE R A M P D ET A I L D 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

nd d

f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL LANDING 5' x 5' LANDING 5' x 5'

i f t h t R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

t h AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

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FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

BENNINGTON

(UIP) SIGN (UIP) SIGN (UIP) END OF MAINTENANCE SIGN

L AN E QUA L

7 7 %10 5LANDING 'WIDE

(UIP) SIGN

6 %615 ' 43% -10' 21+00

BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP

E IXNGITS R O W EXISTING R .O W EXISTING R.O.W EXISTING R.O.W

LANDING5'WIDE

EXISTING R.O.W EXISTING R.O.W

S T A 21 + 35 31 S T A . 2 1 + 28 0 7 LANDING 5' x 5' 80% -10' 80% -10'

53% -10'

BENNINGTON

I T SINGLE PARALLEL CONFIGURATION S-PAR-3 BUILD RAMP

PLACE

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

LEGEND: RAMP DETAIL "E"

(UIP) 30" TREE (ATG) WATER VALVE (UIP) STREET LIGHT (UIP) MAILBOX 31

by d i l i DESIGNED:

ll t h h

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

i f t h t t h GM

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

R A M P D ET A I L E 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

by AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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LANDING 5' x 5' LANDING4'WIDE

80% -10' 80% -10' 23+00

79% -10' 5 6 %10

PLACE BENNINGTON

BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP

EXISTING R.O.W EXISTING R.O.W EXISTING R.O.W E X I S T I NG R O W

S T A . 22 + 74 2 6 S T A 23 + 4 0 . 57 PL PL

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

EXISTING R.O.W

95% -15'

EXISTING R.O.W 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

by d i l i

LEGEND: RAMP DETAIL "F"

( 50 ' W ) L N QUA L I T Y (ATG) CURB INLET TOP (TBR) MAINTENANCE SIGN SIGN END OF (UIP) INLET CURB (UIP) LIGHT STREET (ATG) CURB INLET TOP (UIP) 36" TREE (UIP) INLET CURB (UIP) 12" TREE (UIP) WATER VALVE (UIP) MAILBOX 32 PSE (UIP) WATER VALVE SINGLE PARALLEL CONFIGURATION S-PAR-3 BUILD RAMP

ll t h h

by DESIGNED:

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

nd d

f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL LANDING 5' x 5'

i f t h t t h R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

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R A M P D ET A I L F

AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

PLACE BENNINGTON

81% -15' 7 8 %10

B E NN I NG T ON P L

C L C L S T A = 27 + 07 23

A M EL I NG

C L C L S T A = 10 + 0 0 00

BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP

PI10+00.00 ( P B 154 P G 95 )

BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP

59% -15' 11 5 %1 5 '

U.I.P EXISTING R.O.W EXISTING R.O.W E X I S T I NG R O W

20 ' B L DG L I N E

NO T AK I NG S

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

by d i l i

E FF E C T I V E DA TE 10242018

ll t h h

i f i ti pon i b ility f

nd d

R E P O R T 18235954K EE

b E s ti m a t e s R e po r t s o r o t h e r D

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T I TLE P A R T N E R S AG E N C Y , LL C

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

LEGEND: RAMP DETAIL "G"

2302 B E NN I NG T ON P L A C E

L O C # 13 O 230270

11653 / 1666

& A M Y M GA M A C H E

S TE P H E N M GA M A C H E

(TBR) SIGN (TBR) SIGN (ATG) CURB INLET (UIP) STREET LIGHT (UIP) UTILITY POLE (UIP) GUY WIRE (TBR) 14" TREE (ATG) VALVE WATER (ATG) VALVE WATER (ATG) CURB INLET (TBR) SIGN (ATG) MANHOLE (UIP) MAILBOX 33 A M EL I NG R D . (UIP) CURB INLET (ATGBO) MCI VAULT

by DESIGNED:

f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

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N / F

R A M P D ET A I L G 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

i f t h t R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

t h AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

NEW 5'CONC SIDEWALK S T A 16 + 8 8 . 5 0 CONCRETE SIDEWALK

LANDING 5'x 5' SLOPE 5% MAX 30% -10'

40% -10' 40% -10' LANDING 5'WIDE 4 5 %10 '

RD. AMELING

EXISTING R.O.W EXISTING R.O.W EXISTING R.O.W EXISTING R.O.W

ny a u t ho r i ze d by m y s ea l a r e do c m e n t s i n t e nd e d t o b e I h

17+00

73% -15'

ROAD ASPHALT 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

LN. QUALITY (UIP) MAINTENANCE SIGN END OF (UIP) STREET LIGHT 34 (TBR) 14" TREE (TBR) HYDRANT FIRE

by d i l i

LEGEND: RAMP DETAIL "H"

ll t h h

by DESIGNED:

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

SINGLE PARALLEL CONFIGURATION S-PAR-3 BUILD RAMP SINGLE PERPENDICULAR CONFIGURATION S-PERP-4 REBUILD RAMP BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP R A M P D ET A I L H

nd d

f h l ting

STATEOFMISSOURI PROFESSIONALENGINEER PE-2006019686 NUMBER

ny p

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL LANDING 5'x 5'

i f t h t R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I ON R E S U R F A C I NG A M EL I NG R OAD B E NN I NG T ONM C K EL V E YKJJ KJJ

t h AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

ing

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FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

ing

6 5 %10 52% -10'

R.O.W EXISTING R.O.W D R . C HA R LE M AGN E

LANDING 5'WIDE

(TBR) END OF MAINTENANCE SIGN

(ATGBO) PULLBOX TELEPHONE

(UIP) CURB INLET (ATG) WATER VALVE (UIP) MAILBOX

8 %1 4 78% -10'

EXISTING (UIP) CURB INLET (UIP) STREET LIGHT (ATG) GRATE INLET

ISLAND CUT THROUGH 5'WIDE

BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP BLENDED TRANSITION CONFIGURATION BT-1 REBUILD RAMP EXISTING R.O.W EXISTING R.O.W EXISTING R.O.W

CUT THROUGH ISLAND CONFIGURATION ISL-1 REBUILD CURB RAMP

(UIP) 6" TREE (UIP) MAILBOX

LANDING 5'WIDE 20+00 NEW 5'CONC SIDEWALK

PLACEMENT OF 5'SIDEWALK REMOVALOF 4'SIDEWALK AND SHADED AREAS INDICATE

LEGEND: RAMP DETAIL "I"

by d i l i DESIGNED:

AMELING RD. (UIP) SIGN 35

ll t h h

i f i ti pon i b ility f

b E s ti m a t e s R e po r t s o r o t h e r D

S T A 19 + 9 9 0 6 S T A . 19 + 53 37 S T A 1 9 + 41 7 7 S T A 19 + 9 8 59 R A M P D ET A I L I 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

i f t h t GM

by AR-1680 STP-5558(609) 6834C-21 13O 14O OF 35

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R. MARSHALL GREGORY L I C E N S E NO 2006019686 P R O F E SS I ONA L E NG I N EE R G R E GO R Y R M A R S HA LL

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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05/30/2017

05/30/2017

05/30/2017

05/30/2017

05/30/2017

05/30/2017

05/30/2017