Kingsland Construction Plans by STLCOGOV

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i f t h t t h 6/21/2023 R E S U R F A C I NG

NUMBER R PROFESSIONALENGINEE

H. SULLENS

WHITESIDE GARY ANTHONY G. WHITESIDE

by R E SP ON S I B I L I T Y D I S C I P L I N E : P U B L I C W O R K S T R AN SP O R T A T I ON OF

APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET 100+00.00 STA. STA. FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT ADT (YEAR): DESIGN ADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) = TRUCK PERCENTAGE (T) = DIRECTIONAL DISTRIBUTION (D) = 2021 30 MPH 30 MPH PROJECT LIMITS INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE: 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 GENERAL LEGEND LOCATOR MAP 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: STANDARD SPECIFICATIONS PUBLIC WORKS TRANSPORTATION ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI LOUIS COUNTY STANDARD DRAWINGS. BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. COUNTY STANDARD SPECIFICATIONS FOR ROAD AND THISPROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON DESCRIPTION SHEET NO. N NTS 120+50.00 0.00 0.00 MAJOR COLLECTOR AS-BUILT CERTIFICATION OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29. PROJECT ELEVATIONS ARE RELATIVE TO NAVD88. ADD 0.41 TO 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 STATE LENGTH FEDERAL LENGTH 0.39 0.39 MILES MILES N NTS 1 K I NG S L AND AV E AR-1717 STP-5526(648) 6905E-20 STA 120+50 00 END PROJECT STA. 100+00 00 BEGIN PROJECT CLKINGSLAND AVE LOCATION PROJECT OLIVEBLVD VERNONAVE M D L AND VDLB SKINKERBLVD AVEKINGS AND DELMARBLVD FORESTPARKPKWY SUCCESSOR LAND SURVEYORS. WHERE THE REVISIONS OCCUR EITHER BY THE UNDERSIGNED SURVEYOR OR BY CHANGES SHALL BE SIGNED AND SEALED AS REVISIONS ON THE INDIVIDUAL SHEETS MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS. ANY PLAN INDEX SHEET CONTAINS NO SURVEY DATA AND DOES NOT ITSELF MEET THE OF SURVEY RELATED WORK DONE IN REGARDS TO THESE PLANS. THIS TITLE AND SEALED BY THE UNDERSIGNED LAND SURVEYOR. SEE SHEET 12 FOR A STATEMENT PROJECT DOCUMENTS OF ANY KIND THAT ARE NOT SPECIFICALLY SIGNED AND RESPONSIBILITY FOR ANY INFORMATION SHOWN ON INDIVIDUAL PLAN SHEETS OR ASPECTS SHOWN ON ANY PART OF THESE PLANS, AND FURTHER DISCLAIMS SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR ENGINEERING DESIGN PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND 2050.00 T I TLE AND I ND E X S H EET 16,080 (2028) 15,300 (2018) 18J2 34 TO BE REMOVED TO BE ABANDONED USE IN PLACE TO BE REMOVED AND REPLACED ADJUST TO GRADE TO BE REMOVED AND REPLACED BY OTHERS ADJUST TO GRADE BY OTHERS NOTE: DASHED OR OPEN SYMBOLS INDICATE EXISTING FEATURES (TBR) (TBA) (UIP) (TBR&R) (TBR&RBO) (ATG) (ATGBO) 2050.00 END OF PROJECT BEGINNING OF PROJECT TEMPORARY SLOPE AND CONSTRUCTION LICENSE TSCL PENN SYLVAN I A AVE W ESTGATE AVE EASTGATE AVE DELMARBLVD VERNONAVE SKINKER BLVD MISSOURI PLS 2007000085 EDSI FIRM #LSC2002030547 CHARLES E. QUINBY JR., PLS KINGSLAND AVENUE UNIVERSITY CITY APPROVED: Director Stephanie Leon Streeter, P.E. DATE: 1 2 3 4 5 7 10 11 20 -6 -9 -13 -26 15 20 27 31 STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE: NAVD88(SLC2011A) ELEV = 495.02 FTUS (PROJECT POINT NO. 144) ST. LOUIS COUNTY BENCHMARK NO. 14264 NAVD88(SLC2011A) ELEV = 495.02 FTUS (PROJECT POINT NO. 53) ST. LOUIS COUNTY BENCHMARK NO. 14237 NAVD88(SLC2011A) ELEV = 505.07 FTUS (PROJECT POINT NO. 46) ST. LOUIS COUNTY BENCHMARK NO. 14479 PROJECT BENCHMARK NOTE: SIGNAL PLANS PAVEMENT MARKING SHEETS TRAFFIC CONTROL DETAILS EROSION CONTROL PLANS ISLAND DETAIL SHEET RIGHT OF WAY PLAN SHEETS REFERENCE AND COORDINATE POINTS PLAN SHEETS TYPICAL SECTIONS GENERAL NOTES SCHEDULE OF QUANTITIES SUMMARY OF QUANTITIES TITLE AND INDEX SHEET 32 34 SAN HYD WV WM SIGN BM X LIGHT POLE GROUND MOUNTED SIGN DROP INLET WATER METER WATER VALVE FIRE HYDRANT MANHOLE WATER FIBER OPTICS OVERHEAD POWER UTILITIES BENCHMARK EXISTING RIGHT OF WAY SANITARY SEWER SPIRE FO W OHE SS FO W OHE SS POWER POLE G G PROPOSED RIGHT OF WAY CONSTRUCTION LIMITS UNDERGROUND TELEPHONE UT UT WOOD FENCE V CHAIN LINK FENCE UTILITY SEWER AND SIDEWALK EASEMENT PERMANENT ROADWAY IMPROVEMENT MAINTENANCE PRIMUSSE

FOR THE RESURFACING OF KINGSLAND AVENUE CONSTRUCTION PLANS 14 23MSD-00202 SARA KAMMERER IMPERVIOUSNESS ADDED ON THIS PLAN.) IN PLACE AT THAT TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATIONS ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS PROJECT RUNOFF DIFFERENTIAL = 0.00 CFS DIFFERENTIAL FLOW RATE = 0.00 CFS PROJECT DISTURBANCE = 0.33 ACRE AVENUE AND 134' SOUTH OF THE CENTERLINE OF WASHINGTON AVENUE. AVENUE AND WASHINGTON AVENUE; 54' WEST OF THE CENTERLINE OF KINGSLAND ENTRANCE TO TRINITY PRESBYTERIAN CHURCH; AT INTERSECTION OF KINGSLAND OF CONCRETE WALL FOR WINDOW WELL 16.5' NORTH OF THE MAIN OR EAST "STANDARD TABLET" STAMPED 123A 75 S.L.C. SET IN NORTH END AVENUE. SOUTH OF CENTERLINE OLIVE STREET AND 90' EAST OF CENTERLINE PENNSYLVANIA TO CONVENT BUILDING ALONG NORTH EDGE OF MERCY HIGH SCHOOL GROUNDS; 300' "L" SOUTHWEST CORNER OF BOTTOM CONCRETE STEP AT SOUTHWEST ENTRANCE OF PENNSYLVANIA AVENUE. OF THE CENTERLINE OF VERNON AVENUE AND 274 DEET WEST OF THE CENTERLINE BRIDGE #260 ALONG VERNON AVENUE OVER RIVER DES PERES: ROUGHLY 34' NORTH SUPPORTING A METAL RAILING NORTH OF THE SIDEWALK ALONG THE NORTH SIDE OF FOUND "L" OUT IN THE TOP NORTHEAST CORNER OF THE CONCRETE BARRIER WALL ELEVATIONS IN THE LOCAL PROJECT COORDINATE LIST FOUND ON SURVEY SHEET 3. TO ESTABLISH ELEVATIONS. THIS RIGHT OF WAY SURVEY ONLY REPORTS THE FOLLOWING PUBLISHED NAVD88(SLC2011A) BENCHMARKS WERE UTILIZED 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: DRAWN: DATE: CHECKED:

FEDERAL PROJECT NO. STP-5526(648) ST. LOUIS COUNTY PROJECT NO. AR-1717

23MSD-00202

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:

by d i l i

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s u e s 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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R E SP ON S I B FEDERAL PROJECT NO.

18J2 NUMBER R PROFESSIONALENGINEE

by L I T Y D I S C I P L I N E : P U B L I C W O R K S T R AN SP O R T A T I ON

WHITESIDE GARY ANTHONY H. SULLENS H. SULLENS G. WHITESIDE

STATEOFMISSOURI PE-2020000097

i f t h t t h 6/21/2023 OF

I AR-1717 STP-5526(648) 6905E-20 R E S U R F A C I NG K I NG S L AND AV E 34

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2 S H EET 1 O F 1 S U MM A R Y O F QUAN T I T I E S 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: DRAWN: DATE: CHECKED:

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23MSD-00202

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:

by d i l i

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

b do c u e s o

nd d

R E SP ON S I B FEDERAL PROJECT NO.

18J2 NUMBER R PROFESSIONALENGINEE

by I L I T Y D I S C I P L I N E : P U B L I C W O R K S T R AN SP O R T A T I ON

WHITESIDE GARY ANTHONY H. SULLENS H. SULLENS G. WHITESIDE

STATEOFMISSOURI PE-2020000097

i f t h t t h 6/21/2023 OF

AR-1717 STP-5526(648) 6905E-20 R E S U R F A C I NG K I NG S L AND AV E 34

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S H EET 1 O F 1 S C H E DU LE O F QUAN T I T I E S 3 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: DRAWN: DATE: CHECKED:

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ALL EXISTING LANE & SIDEWALK WIDTHS ARE APPROXIMATE

KINGSLAND AVE (MEDIAN WITHOUT PARKING LANES)

ALL EXISTING LANE &

WIDTHS ARE APPROXIMATE

FEDERAL PROJECT NO.

23MSD-00202

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:

by d i l i

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

b do c u e s o

nd d

18J2 NUMBER R PROFESSIONALENGINEE

by R E SP ON S I B I L I T Y D I S C I P L I N E : P U B L I C W O R K S T R AN SP O R T A T I ON

WHITESIDE GARY ANTHONY H. SULLENS H. SULLENS G. WHITESIDE

STATEOFMISSOURI PE-2020000097

i f t h t t h 6/21/2023 OF

AR-1717 STP-5526(648) 6905E-20 R E S U R F A C I NG K I NG S L AND AV E 34

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5 S H EET 1 O F 2 T Y P I C A L S E C T I ON S MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST EXISTING CURB EXISTING CURB EXISTING CURB EXISTING ASPHALT PAVEMENT MATCH EXIST MATCH EXIST MATCH EXIST MATCH EXIST EXISTING CURB EXISTING CURB 7" TYPE "X" BITUMINOUS CONCRETE BASE 4" TYPE 5 AGGREGATE BASE SUBGRADE REMEDIATION ASPHALT BASE REPAIR / FROM STA. 119+60.00 TO STA. 120+50.00 FROM STA. 102+75.00 TO STA. 104+25.00

SIDEWALK

EXISTING ASPHALT PAVEMENT 2% MAX 2% MAX 2% MAX 2% MAX Ê KINGSLAND AVE Ê KINGSLAND AVE ASPHALT BASE REPAIR (FULL DEPTH) 15' TURN LANE 12' LANE 12' LANE 8' SIDEWALK 12' LANE 12' LANE 8' SIDEWALK 80' RIGHT OF WAY 80' RIGHT OF WAY 8' SIDEWALK 12' LANE 12' LANE 11' TURN LANE MEDIAN 4' 12' LANE 12' LANE 8' SIDEWALK MATCH EXIST MATCH EXIST MATCH EXIST FROM STA.

TO STA.

STA.

118+00.00

119+60.00 FROM

100+00.00 TO STA. 102+75.00

CONSIDERED APPROXIMATE ONLY. POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND MAY VARY THE ABOVE TYPICAL SECTIONS ARE INTENDED ONLY TO PROVIDE GUIDANCE. THE PAVEMENT NOTE: TACK EMULSIFIED ASPHALT TACK EMULSIFIED ASPHALT (PG70-22)CLP) (1.25" SP95 (PG70-22)D/1.75" SP125 3" MILL & 3" OVERLAY SP125 (PG70-22)CLP) (1.25" SP95 (PG70-22)D/1.75" 3" MILL & 3" OVERLAY 3" TYPE "C" BITUMINOUS CONCRETE WEARING SURFACE (1.25" SP95 (PG70-22)D WEDGE/1.75" SP125 (PG70-22)CLP LIFTS) TACK EMULSIFIED ASPHALT 200.30.5. CONSTRUCTION DETAILS COVERED BY JSP DAMAGED SUBGRADE REPAIR ADDITIONAL COST. IN LIEU OF BASE ASPHALT AT NO THE CONTRACTOR SHALL USE CONCRETE PROPER COMPACTION IS NOT POSSIBLE, REPLACEMENT IS LESS THAN 6' WIDE AND IN AREAS WHERE FULL DEPTH NOTES: 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: DRAWN: DATE: CHECKED:

KINGSLAND AVE (TURNING LANE WITHOUT PARKING LANES)

ALL EXISTING LANE & SIDEWALK WIDTHS ARE APPROXIMATE

* 15' MEDIAN TAPERS DOWN TO 4' AT LEFT TURN BAYS

FROM STA. 104+25.00 TO STA. 110+85.00

FROM STA. 114+25.00 TO STA. 116+50.00

KINGSLAND AVE (TWLTL WITH PARKING LANES)

ALL EXISTING LANE & SIDEWALK WIDTHS ARE APPROXIMATE

FROM STA. 110+85.00 TO STA. 114+25.00

FROM STA. 116+50.00 TO STA. 118+00.00

23MSD-00202

i f t h t t h FEDERAL PROJECT NO.

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by d i l i DESIGNED:

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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 I B I L I T Y D I S C I P L I N E : P U B L I C W O R K S T R AN SP O R T A T I ON

WHITESIDE GARY ANTHONY H. SULLENS H. SULLENS G. WHITESIDE

STATEOFMISSOURI PE-2020000097

R E SP ON S AR-1717 STP-5526(648) 6905E-20 R E S U R F A C I NG K I NG S L AND AV E 34

18J2 NUMBER R PROFESSIONALENGINEE

by 6/21/2023 OF

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MATCH EXIST 6 S H EET 2 O F 2 T Y P I C A L S E C T I ON S MATCH EXIST MATCH EXIST EXISTING CURB MATCH EXIST MATCH EXIST EXISTING CURB MATCH EXIST MATCH EXIST MATCH EXIST EXISTING CURB MATCH EXIST EXISTING CURB MATCH EXIST EXISTING CURB EXISTING CURB SIDEWALK SIDEWALK

EXISTING ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT PAVERS CONCRETE GREENSPACE PAVERS CONCRETE GREENSPACE VARIES 2% MAX 2% MAX 2% MAX VARIES 2% MAX Ê KINGSLAND AVE Ê KINGSLAND AVE 80' RIGHT OF WAY 4'-15' MEDIAN* 13' LANE 10' PARKING LANE 8' SIDEWALK 13' LANE 10' PARKING LANE 4' 4' 4' 4' 10' PARKING LANE 13' LANE 17' TWLT LANE 80' RIGHT OF WAY 13' LANE 10' PARKING LANE 8' SIDEWALK TACK EMULSIFIED ASPHALT TACK EMULSIFIED ASPHALT (PG70-22)CLP) (1.25" SP95 (PG70-22)D/1.75" SP125 3" MILL & 3" OVERLAY SP125 (PG70-22)CLP) (1.25" SP95 (PG70-22)D/1.75" 3" MILL & 3" OVERLAY 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: DRAWN: DATE: CHECKED:

KINGSLAND AVE (MEDIAN WITH PARKING LANES)

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FEDERAL PROJECT NO.

23MSD-00202

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:

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s u e s 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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STATEOFMISSOURI PE-2020000097

18J2 NUMBER R PROFESSIONALENGINEE

i f t h t t h R E SP ON S I B I L I T Y D I S C I P L I N E : P U B L I C W O R K S T R AN SP O R T A T I ON

WHITESIDE GARY ANTHONY H. SULLENS H. SULLENS G. WHITESIDE

6/21/2023 OF

AR-1717 STP-5526(648) 6905E-20 R E S U R F A C I NG K I NG S L AND AV E 34

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10 S H EET 1 O F 1 P O I N T S H EET C OO R D I NA TE R E F E R E N C E & NOTE: REFERENCE AND COORDINATE POINT INFORMATION WAS PROVIDED BY THE COUNTY. 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: DRAWN: DATE: CHECKED:

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S I

FILTER SOCK PROTECTION

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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23MSD-00202 C C Ê KINGSLAND AVE TEMPORARY EROSION CONTROL LEGEND C

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by R E SP ON S I B I L I T Y P U B L I C W O R K S T R AN SP O R T A T I ON

O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

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i f t h t t h 6/21/2023 AU T HO R I T Y 2002010300 SS OU

DO M E S M A T C S T A 103 + 50 1 0 F 5 E R O S I ON C ON T R O L P L AN SCALE 60 40 20 0 15 P O T S T A 100 + 00 00 100 101+00 102+00 103+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED: ing

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FILTER SOCK PROTECTION T O

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23MSD-00202 C C

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O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

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M A T C H L I N E S T A 103 + 50 2 0 F 5 E R O S I ON C ON T R O L P L AN SCALE 60 40 20 0 M A T C H L I N E S T A 108 + 00 16 105 105+00 106+00 107+00 103+50 104+00 108+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

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T M I GN GV

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EXISTING INLET

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C C Ê KINGSLAND AVE TEMPORARY EROSION CONTROL LEGEND C

FILTER SOCK PROTECTION FILTER SOCK PROTECTION (SEE 806-45.08 FOR DETAILS) INLET PROTECTION, FILTER SOCK

C LE M E N S AV E

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O R E S U R F A C I NG K I NG S L AND AV E A.O.

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C A

6/21/2023 AU T HO R I T Y 2002010300 SS OU

3 0 F 5 E R O S I ON C ON T R O L P L AN SCALE 60 40 20 0 M A T C H L I N E S T A 108 + 00 M A T C H L I N E S T A 112 + 00 17 110 109+00 110+00 111+00 108+00 112+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

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S R M

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EXISTING INLET EXISTING INLET AN

FILTER SOCK PROTECTION (SEE 806-45.08 FOR DETAILS) INLET PROTECTION, FILTER SOCK

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:

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s u e s 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 P U B L I C W O R K S T R AN SP O R T A T I ON

23MSD-00202 C Ê KINGSLAND AVE TEMPORARY EROSION CONTROL LEGEND C

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O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

C A

6/21/2023 AU T HO R I T Y 2002010300 SS OU

4 0 F 5 E R O S I ON C ON T R O L P L AN SCALE 60 40 20 0 M A T C S T A 117 + 00 M A T C H L I N E S T A 112 + 00 18 115 113+00 114+00 115+00 116+00 112+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

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C I C I G N S

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S T R U C T U R E

AD J U S T A TT

FILTER SOCK PROTECTION FILTER SOCK PROTECTION FILTER SOCK PROTECTION (SEE 806-45.08 FOR DETAILS) INLET PROTECTION, FILTER SOCK

EXISTING INLET EXISTING INLET EXISTING INLET EXISTING INLET

S I GN

C C Ê KINGSLAND AVE

W V

S N

IC T O C I

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

P U S H B U TT ON S N EE D E D

P E D E S T A LS E P A R A TE

V E R NON AV E TEMPORARY EROSION CONTROL LEGEND C

C I GD

I N S T A LL P U S H B U TT ON

FILTER SOCK PROTECTION GN H S I GU Y G N

by DESIGNED:

i f i ti pon i b ility f

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

23MSD-00202 C C C

i f t h t t h R E SP ON S I B I L I T Y P U B L I C W O R K S T R AN SP O R T A T I ON

nd d

b do c u e s o

f h l ting

ny p

y d f

ing p j t

O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

C A

6/21/2023 AU T HO R I T Y 2002010300 SS OU

5 0 F 5 E R O S I ON C ON T R O L P L AN SCALE 60 40 20 0 M A T C H L I N E S T A 117 + 00 19 120 P O T S T A 121 + 28 76 240+07 15 118+00 119+00 120+00 121+00 117+00 239 + 00 239 + 00 241 + 00 241 + 00 240 + FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

ing

14 22 + 60 + 50

S I GN DO M E S

GN S GN

24" S.W.

Ê KINGSLAND AVE S.W. D.S.Y.

GENERAL NOTES:

LEGEND: D EL M A R B L VD 11 ' 10 12 ' 12 5

+ 03 110' R

12" S.W. S.Y.

+ 75 + 42 + 73

D.S.Y. - 4" DOUBLE SOLID YELLOW I.Y. - 4" INTERMITTENT YELLOW I.W. - 4" INTERMITTENT WHITE S.Y. - 4" SOLID YELLOW S.W. - 4" SOLID WHITE + 54

+ 21

I.W. S.W. S.W.

+ 96 + 21 + 30 + 30

S I

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT JOINTS

UNLESS OTHERWISE SHOWN ON THE PLANS.

THRU ARROW MARKINGS (12.5 SQ. FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE

DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

CROSSWALK MARKINGS SHALL BE INSTALLED WHERE PEDESTRIAN SIGNAL INDICATIONS OR CROSSING SIGNS

ARE PRESENT. CROSSWALK MARKINGS MAY ALSO BE INSTALLED AT INTERSECTIONS CONTROLLED BY STOP

SIGNS IF THERE IS SUBSTANTIAL CONFLICT BETWEEN VEHICLE AND PEDESTRIAN MOVEMENTS.

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO

AVOID THE WHEEL PATHS OF VEHICLES.

PAVEMENT MARKINGS IN NEUTRAL AREAS, INCLUDING TRANSVERSE LINES AND CHEVRON MARKINGS, SHALL BE

INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES."

FOR ADDITIONAL DETAILS, SEE SAINT LOUIS COUNTY'S STANDARD DRAWING "GUIDELINES FOR PAVEMENT

MARKING AND LANE STRIPING, DRAWING C902.10, "AND THE MISSOURI DEPARTMENT OF TRANSPORTATION'S

DETAIL "PAVEMENT MARKING, 620.00N."

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:

by d i l i

ll t h h

i f i ti pon i b ility f

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

23MSD-00202 F L I GN S I

b do c u e s o

by R E SP ON S I B I L I T Y P U B L I C W O R K S T R AN SP O R T A T I ON

nd d

O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

f h l ting

ny p

C A

i f t h t t h 6/21/2023 AU T HO R I T Y 2002010300 SS OU

M A T C S T A 103 + 50 SCALE 60 40 20 0 1 0 F 5 P AV E M E N T M A R K I NG P L AN 27 P O T S T A 100 + 00 00 100 101+00 102+00 103+00 103+50 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

ing ing p j t y

d f

I.W. S.W. S.W.

12" S.W. 24" S.W. 24" S.W.

24" S.W. S.Y.

I G S I

10 5 12 10

D.S.Y. - 4" DOUBLE SOLID YELLOW I.Y. - 4" INTERMITTENT YELLOW I.W. - 4" INTERMITTENT WHITE S.Y. - 4" SOLID YELLOW S.W. - 4" SOLID WHITE + 18 + 69

Ê KINGSLAND AVE

S.W. S.W. S.Y. S.W.

+ 06

+ 60 + 90 + 55 + 85

GENERAL NOTES:

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT JOINTS

UNLESS OTHERWISE SHOWN ON THE PLANS.

THRU ARROW MARKINGS (12.5 SQ. FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE

DEPARTMENT.

LEGEND: L OO P NO R T H

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

CROSSWALK MARKINGS SHALL BE INSTALLED WHERE PEDESTRIAN SIGNAL INDICATIONS OR CROSSING SIGNS

ARE PRESENT. CROSSWALK MARKINGS MAY ALSO BE INSTALLED AT INTERSECTIONS CONTROLLED BY STOP

SIGNS IF THERE IS SUBSTANTIAL CONFLICT BETWEEN VEHICLE AND PEDESTRIAN MOVEMENTS.

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO

AVOID THE WHEEL PATHS OF VEHICLES.

PAVEMENT MARKINGS IN NEUTRAL AREAS, INCLUDING TRANSVERSE LINES AND CHEVRON MARKINGS, SHALL BE

INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES."

FOR ADDITIONAL DETAILS, SEE SAINT LOUIS COUNTY'S STANDARD DRAWING "GUIDELINES FOR PAVEMENT

MARKING AND LANE STRIPING, DRAWING C902.10, "AND THE MISSOURI DEPARTMENT OF TRANSPORTATION'S

DETAIL "PAVEMENT MARKING, 620.00N."

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:

by d i l i

ll t h h

i f i ti pon i b ility f

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

23MSD-00202 S N S I

b do c u e s o

by R E SP ON S I B I L I T Y P U B L I C W O R K S T R AN SP O R T A T I ON

nd d

O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

f h l ting

y d f

i f t h t t h 6/21/2023 AU T HO R I T Y 2002010300 SS OU

ny p

C A

M A T C H L I N E S T A 103 + 50 SCALE 60 40 20 0 M A T C S T A 108 + 00 2 0 F 5 P AV E M E N T M A R K I NG P L AN 28 105 105+00 106+00 107+00 103+50 104+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

ing

ing p j t

D.S.Y. - 4" DOUBLE SOLID YELLOW I.Y. - 4" INTERMITTENT YELLOW I.W. - 4" INTERMITTENT WHITE S.Y. - 4" SOLID YELLOW S.W. - 4" SOLID WHITE + 79 + 54

13 + 59

13 92

S.Y. S.Y. S.W.

Ê KINGSLAND AVE S.W.

I GN GN

GENERAL NOTES:

UNLESS OTHERWISE SHOWN ON THE PLANS.

DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

C I S GN S GN

DOTTED WHITE

S GN

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT JOINTS

THRU ARROW MARKINGS (12.5 SQ. FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE

+ 07 + 33

CROSSWALK MARKINGS SHALL BE INSTALLED WHERE PEDESTRIAN SIGNAL INDICATIONS OR CROSSING SIGNS

SIGNS IF THERE IS SUBSTANTIAL CONFLICT BETWEEN VEHICLE AND PEDESTRIAN MOVEMENTS. ARE PRESENT. CROSSWALK MARKINGS MAY ALSO BE INSTALLED AT INTERSECTIONS CONTROLLED BY STOP

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO

AVOID THE WHEEL PATHS OF VEHICLES.

PAVEMENT MARKINGS IN NEUTRAL AREAS, INCLUDING TRANSVERSE LINES AND CHEVRON MARKINGS, SHALL BE

DEVICES."

S.W. 12" S.W. 12" S.W.

INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

MARKING AND LANE STRIPING, DRAWING C902.10, "AND THE MISSOURI DEPARTMENT OF TRANSPORTATION'S

DETAIL "PAVEMENT MARKING, 620.00N."

LEGEND: 24" S.W.

S GN

I G S N

S.W. S.W. C LE M E N S AV E

S I S GN S I

24" S.W. S.Y.

I.Y.

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:

by R E SP ON

by d i l i

ll t h h

i f i ti pon i b ility f

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

b do c u e s o

23MSD-00202 S S GN S I

i f t h t t h P U B L I C W O R K S T R AN SP O R T A T I ON

nd d

S I B I L I T Y C

f h l ting

ny p

y d f

O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

C A

6/21/2023 AU T HO R I T Y 2002010300 SS OU

SCALE 60 40 20 0 M A T C H L I N E S T A 108 + 00 M A T C H L I N E S T A 112 + 00 3 0 F 5 P AV E M E N T M A R K I NG P L AN 29 110 109+00 110+00 111+00 108+00 112+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

ing

ing p j t

FOR ADDITIONAL DETAILS, SEE SAINT LOUIS COUNTY'S STANDARD DRAWING "GUIDELINES FOR PAVEMENT

11 11

LEGEND: S.W. S.W.

+ 30 + 31

7 13 '

S.Y. S.Y. I.Y. 7

13 ' + 58

D.S.Y. - 4" DOUBLE SOLID YELLOW I.Y. - 4" INTERMITTENT YELLOW I.W. - 4" INTERMITTENT WHITE S.Y. - 4" SOLID YELLOW S.W. - 4" SOLID WHITE + 34

GENERAL NOTES:

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT JOINTS

UNLESS OTHERWISE SHOWN ON THE PLANS.

THRU ARROW MARKINGS (12.5 SQ. FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE

DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

CROSSWALK MARKINGS SHALL BE INSTALLED WHERE PEDESTRIAN SIGNAL INDICATIONS OR CROSSING SIGNS

ARE PRESENT. CROSSWALK MARKINGS MAY ALSO BE INSTALLED AT INTERSECTIONS CONTROLLED BY STOP

SIGNS IF THERE IS SUBSTANTIAL CONFLICT BETWEEN VEHICLE AND PEDESTRIAN MOVEMENTS.

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO

AVOID THE WHEEL PATHS OF VEHICLES.

PAVEMENT MARKINGS IN NEUTRAL AREAS, INCLUDING TRANSVERSE LINES AND CHEVRON MARKINGS, SHALL BE

INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

MARKING AND LANE STRIPING, DRAWING C902.10, "AND THE MISSOURI DEPARTMENT OF TRANSPORTATION'S FOR ADDITIONAL DETAILS, SEE SAINT LOUIS COUNTY'S STANDARD DRAWING "GUIDELINES FOR PAVEMENT

DETAIL "PAVEMENT MARKING, 620.00N."

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:

by d i l i

ll t h h

i f i ti pon i b ility f

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

23MSD-00202 I GN Ê KINGSLAND AVE S.Y. I.Y.

b do c u e s o

by R E SP ON S I B I L I T Y P U B L I C W O R K S T R AN SP O R T A T I ON

nd d

O R E S U R F A C I NG K I NG S L AND AV E A.O.

A.O. M.B. OF 34

f h l ting

y d f

i f t h t t h 6/21/2023 AU T HO R I T Y 2002010300 SS OU

ny p

C A

SCALE 60 40 20 0 M A T C S T A 117 + 00 M A T C H L I N E S T A 112 + 00 4 0 F 5 P AV E M E N T M A R K I NG P L AN 30 115 113+00 114+00 115+00 116+00 112+00 FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

ing

ing p j t

DEVICES."

S.W.

- 4" DOUBLE SOLID YELLOW I.Y. - 4" INTERMITTENT YELLOW

D.S.Y.

LEGEND: S.W. S.W.

C I C I GN S

Ê KINGSLAND AVE

S.Y.

I.Y. D.S.Y. D.S.Y.

+ 15 + 15 + 70 + 60

GENERAL NOTES:

I.W. I.W.

D.S.Y.

+ 24 + 50 + 25

D.S.Y. S.Y. S.W.

10 10 '

V E R NON AV E 10

13 23 + 31 + 60 + 50

S GN S I I GN

IC C I

C I

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT JOINTS

UNLESS OTHERWISE SHOWN ON THE PLANS.

THRU ARROW MARKINGS (12.5 SQ. FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE

DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

CROSSWALK MARKINGS SHALL BE INSTALLED WHERE PEDESTRIAN SIGNAL INDICATIONS OR CROSSING SIGNS

SIGNS IF THERE IS SUBSTANTIAL CONFLICT BETWEEN VEHICLE AND PEDESTRIAN MOVEMENTS. ARE PRESENT. CROSSWALK MARKINGS MAY ALSO BE INSTALLED AT INTERSECTIONS CONTROLLED BY STOP

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO

AVOID THE WHEEL PATHS OF VEHICLES.

PAVEMENT MARKINGS IN NEUTRAL AREAS, INCLUDING TRANSVERSE LINES AND CHEVRON MARKINGS, SHALL BE

INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES."

FOR ADDITIONAL DETAILS, SEE SAINT LOUIS COUNTY'S STANDARD DRAWING "GUIDELINES FOR PAVEMENT

MARKING AND LANE STRIPING, DRAWING C902.10, "AND THE MISSOURI DEPARTMENT OF TRANSPORTATION'S

DETAIL "PAVEMENT MARKING, 620.00N."

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

S I G N

by d i l i

by DESIGNED:

ll t h h

i f i ti pon i b ility f

s u e s 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 P U B L I C W O R K S T R AN SP O R T A T I ON

nd d

b do c u e s o

f h l ting

ny p

y d f

ing p j t

O R E S U R F A C I NG K I NG S L AND AV E A.O.

23MSD-00202 GN S N

C A

6/21/2023 AU T HO R I T Y 2002010300 SS OU

A.O. M.B. OF 34

SCALE 60 40 20 0 M A T C H L I N E S T A 117 + 00 5 0 F 5 P AV E M E N T M A R K I NG P L AN 31 120 P O T S T A 121 + 28 76 240+07 15 118+00 119+00 120+00 121+00 117+00 239 + 00 239 + 00 241 + 00 241 + 00 240 + FEDERAL PROJECT NO. STP-5526(648) AR-1717 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905E-20 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: 18J2 MSD: C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED:

ing

I.W. - 4" INTERMITTENT WHITE S.Y. - 4" SOLID YELLOW

- 4" SOLID WHITE

SHOWN ON THESE PLANS, SHALL BE THE EXISTING FACILITIES, STRUCTURES AND UTILITIES EITHER APPROXIMATE ONLY. VERIFICATION OF THE LOCATIONS OF ALL UTILITIES, IF SHOWN ON THESE PLANS, SHALL BE CONSIDERED EXISTING UNDERGROUND FACILITIES, STRUCTURES AND VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED. THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE

V E R N O N A V E

SIGNALIZATION EQUIPMENT. AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE CONTRACTOR SHALL HAVE SAID REFERENCES ON THE JOB SITE

4. 3. 2. 1.

TRAFFIC SIGNAL PRECONSTRUCTION NOTE: COUNTY STAFF. COORDINATE DELIVERY DATE AND TIME WITH ST. LOUIS MAINTENANCE COMPLEX. THE CONTRACTOR TO DELIVERING EQUIPMENT TO ST. LOUIS COUNTY COUNTY, THE CONTRACTOR IS RESPONSIBLE FOR EQUIPMENT SHALL REMAIN THE PROPERTY OF ST. LOUIS UPON REMOVAL, ALL EXISTING TRAFFIC SIGNAL

UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS THE SIGNAL ONCE MODIFICATIONS ARE FIBER WORK NECESSARY TO HAVE COMMUNICATIONS SIGNAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

VARIES BY LOCATION. ON SIGNAL POLES. REPLACEMENT OF APS PUSH BUTTONS BUTTONS AND REPLACE WITH NEW COUNTDOWN PED HEADS REMOVE EX PEDESTRIAN SIGNAL HEADS AND PUSH

OVERLAPS AND FOUR CONCURRENT PEDESTRIAN PHASES. WITH HARNESSES FOR 8-PHASE OPERATION WITH FOUR THE CABINET BACK PANEL SHALL BE COMPLETELY WIRED

KINGSLAND AVE AND LOOP NORTH RD SIGNAL PHASING Ó2+PEDS. Ó6 S.B. - KINGSLAND AVE W/ PEDS NORTH/SOUTH SIDE W.B. - LOOP NORTH RD Ó4+PEDS

EX 2-2c#18 (S), IN EX CONDUIT 1-2c#18 (S) IN EX CONDUIT EX 1-1c#6(G), 1-7C#14, NEW 1-5C#14, 1-2c#18 (S) IN EX CONDUIT EX 3-7C#14,

& 1-4c#18 (APS) IN POLE 1-P.B. (W/ 6" EXT. BRACKET)

1-5C#14, NEW 1-2c#18 (S) IN EX CONDUIT EX 1-1c#6 (G), 3-7C#14, 1-5C#14, & 1-4c#18 (APS)

i f t h t t h SCHOOL

10' 12'10.5' 9 9' 13' 11.5'11.5' 10' 11' 12.7'

6x20 6x20 W/ PEDS EAST SIDE N.B. - KINGSLAND AVE

RYG R Y G R Y G R Y G R Y G

1 1 3

3 2 2

6x20

R Y G R Y G

LOOP RD (NOT POSTED) KINGSLAND AVE (30 MPH) POSTED SPEED LIMITS: (VARIABLE WIDTH)

POLE 1-P.B. (W/ 6" EXT. BRACKET) 2-2c#18

1-4c#18 (APS) IN POLE

1-P.B.

K I NG S L A N D AV E 1 9%

& 1-4c#18 (APS) IN POLE

w/TUBE JACKET

2-1c#14

IN EX CONDUITS

LOOP NORTH

JACKET

W/ TUBE

NEW 1-P.B. (W/ 6" EXT. BRACKET) 2-4c#18(APS) NEW 2-5c#14, 2-2c#18(S), EX 1-1c#6(G), 3-7c#14, NEW 6-5C#14, 6-4c#18 (S) IN EX CONDUIT EX 1-1c#6 (G), 6-7C#14, 3-4c#18 (S) IN EX CONDUIT NEW 2-5C#14, 2-2c#18 (S) EX 5-7C#14, 2-2c#18 (S), (UIP) EX CONC PB (SEE NOTE 1) EX SIGNAL POLE (UIP) EX CONC PB (ATG) EX CONC PB (SEE NOTE 1) EX SIGNAL POLE PB (UIP) EX DOUBLE CONC (SEE NOTE 1) EX SIGNAL POLE EX ROW EX CONC PB (UIP) (ATG) EX CONC PB EX ROW EX ROW (SEE NOTE 1) EX SIGNAL POLE 2-4c#18 (S) IN EX CONDUIT EX 1-7C#14, NEW 2-5C#14, DRILL 6 NEW HOLES IN PULL BOX DRILL 4 NEW HOLES IN PULL BOX IN SAWED SLOT (TYP) 2-1c#14 W/ TUBE JACKET & 1-4c#18 (APS) IN POLE 1-P.B. (W/ 6" EXT. BRACKET) 6x20 6x20 6x20 6x20 6x20 6x20 6x20 6x20 IN SAWED SLOT (TYP) 2-1c#14 W/ TUBE JACKET EACH OF SIX 1" CONDUITS 2-1c#14 w/TUBE JACKET, IN EACH OF FOUR 1" CONDUITS 2-1c#14 w/TUBE JACKET, IN 9 22 81 FACILITIES, STRUCTURES AND UTILITIES NOTE: IMPROVEMENTS. PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE VERIFIED SHOWN OR NOT

RESIDENTIAL A PP R O X 400 N E X T S I G N A L

2-1c#14

(W/ 6" EXT. BRACKET) IN SAWED SLOT

1-P.B.

NOTES: FOR A MAXIMUM OF 24 HOURS. COMPLETED. COMMUNICATIONS MAY ONLY BE DISRUPTED RESTORED TO 3 WIRE SERVICE, ON EX. UTILITY POLE NEW POWER SUPPLY, 120/240V, 3KW, EX. w/2-1c#6(P), IN EX. 2" CONDUIT MODEM AND TERMINATION HOUSING TS2, TYPE 2, W/BATTERY BACKUP 55"H x 44"W x 26"D, WIRED FOR 8 PHASE OPERATION) W/ INTERNAL FIBER OPTIC NEW CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM CABINET APPROX.

SCALE 60 40 20 0 APS SYSTEM TO BE SPOKEN WORDS.

A PP R OX 1700 ' N E X T S I G N A L NO SIGNAL D EL M A R B L V D

& 1-4c#18 (APS) IN POLE

(S) IN EX CONDUIT NEW 2-5C#14, 2-4c#18 (APS), EX 1-1c#6 (G), 1-7C#14,

PRIMUSSE

i f i ti pon i b ility f R E SP ON S I B I L I T Y S C A

ny li it d STP-5526(648) 6905E-20

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h 18J2

by 23MSD-00202 104 103

S DESIGNED:

GDO

h i h AR-1717 K I NG S L AND AV E

GDO

by d i l i 6/21/2023 M I LL & OV E R L AY S I GNA L P L AN S

GDO

2 8 % 0 0 % 34 32

ll t h h O P U B L I C W O R K S T R AN SP O R T A T I ON OF

STORM TMH GV SIGN SIGN GV STORM GV SAN SIGN GV SIGN WV SIGN CI WM WM SIGN SIGN STORM 105 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: DRAWN: DATE: CHECKED:

j t d f

ny p

f h l ting

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

(W/ 6" EXT. BRACKET)

THE SIGNAL PLANS WERE APPROVED.

PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS

STANDARD DRAWINGS - TRAFFIC SIGNAL DETAILS". THE COUNTY TRAFFIC SIGNALS"; AND WITH "ST. LOUIS COUNTY CONSTRUCTION," DIVISION 900, SECTION 904 - ST. LOUIS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY

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