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A ST. LOUIS COUNTY ROAD APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET STA. STA. STATE LENGTH FEDERAL LENGTH MILES MILES FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT ADT (YEAR): DESIGN ADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) = TRUCK PERCENTAGE (T) = DIRECTIONAL DISTRIBUTION (D) = 2028 12,800 (2028) 40 MPH 40 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 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 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 12,180 (2018) SHEET NUMBER DESCRIPTION TITLE SHEET 1 2 TYPICAL SECTIONS SUMMARY OF QUANTITIES CURB RAMP DETAILS SIGNAL PLANS ROADWAY PLANS 5-13 64 100 LOCATION PROJECT N NOT TO SCALE 270 141 364 340 109 RDCREEKHORSE WILD N NOT TO SCALE BURKHARDT PL H ILL D R L YD IA POST RD JUSTUS FONTAINE DR CHESTERFIELD PARKWAY WEST CE N TE R CHESTERFIELD
PROJECT
LOUIS COUNTY
(SOUTH) RESURFACING CHESTERFIELD PARKWAY
18S, 19S M.S.D. BASE MAP: 14-20 1 -0+65.00 47+57.50 4822.50 0 0 4822.50 0.91 0.91 3-4 REPLACEMENT FULL SIGNAL IMPROVEMENTS SIGNAL PEDESRIAN IMPROVEMENTS SIGNAL PEDESRIAN IMPROVEMENTS SIGNAL PEDESRIAN APPROVED: Acting Director Stephanie Leon-Streeter, P.E. DATE: WILD HORSE CREEK RD BEGINNING OF PROJECT END OF PROJECT D R CIR CLE P A R K CLARKSON RD 4.93% 46.92% NB XXMSD-XXXXX M.S.D. P-NUMBER: 21-24 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. PL 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 T I TLE S H EET 12048 ROUGH NAD83 LAT=38.653735°±(N/+) LONG=90.568554°±(W/-) SP MO EAST N=312996± E=244033± METER ESTIMATED CHESTERFIELD VILLAGE PARKWAY; 0.2 MILE NORTH OF LYDIA HILLS DRIVE. THE EASTERLY EXTENSION OF BURKHARDT PLACE) ON THE EAST SIDE OF "SQ" ON TOP OF CURB AT END OF ROUNDING ALONG THE NORTH CURB LINE (OF 557.81 FT US NAV88 (SLC2011A) ELEV. = 557.67 FT US (OR) 169.977 METER NGVD29 ELEV. = PROJECT BENCHMARK: COLLECTOR (T.B.R.B.O.) TO BE REMOVED BY OTHERS FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
FEDERAL
NO. STP-5410(632) ST.
PROJECT NO. AR-1768
WEST
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2 S U MM A R Y O F QUAN T I T I E S ITEM NO. DESCRIPTION TOTAL UNIT REMARKS TOTAL SUBROADWAY ITEMS 202-20.10 REMOVAL OF IMPROVEMENTS 1 1 LS 203-10.00 CY 304-05.04 SY 404-09.04 404-12.71 407-10.27 412-10.50 SY 509-18.09 SY 603-10.35 3 3 EA 604-20.30 3 3 EA 608-10.90 SY 608-60.98 SF 1 1 LS 609-20.90 LF 612-30.10 1 1 LS 613-40.00 SY 619-00.00 1 1 LS 803-20.00 SY 806-45.00 1 1 LS CLASS "A" EXCAVATION 64.4 64.4 TYPE 5 AGGREGATE BASE (4" THICK) 3150.6 SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C TACK-EMULSIFIED ASPHALT (SS-1H) ADJUST WATER SERVICE VALVE BOX TO GRADE REMOVE AND REPLACE CONCRETE MEDIAN/ ISLAND TRUNCATED DOMES FOR CURB RAMPS (NEW CONSTRUCTION) DRAINAGE REPAIR ALLOWANCE STANDARD TRAFFIC CONTROL DEVICES JOINT REPAIR (LONGITUDINAL OR TRANSVERSE) MOBILIZATION STRIP SODDING INLET PROTECTION TON TON GAL 2612.1 2612.1 3504.0 3504.0 3870 2571.1 2571.1 271.6 271.6 596 596 999 999 152 152 608-60.97 SY PEDESTRIAN AND BIKE ITEMS 904-95.40 2 2 EA TRAFFIC SIGNAL ITEMS ADJUSTMENT OF CONCRETE SINGLE PULL BOX 904-95.42 ADJUSTMENT OF CONCRETE DOUBLE PULL BOX EA 2 2 THICKNESS 1.75" 1.98 TON/CY - PAVEMENT REPLACEMENT), INCLUDES CURB CONCRETE BASE REPAIR (9" NON-REINFORCED, REMOVAL AND AND UNDER) REMOVE AND REPLACE INTEGRAL CURB (6" HEIGHT ESTIMATED CURB RAMP (7" THICK) REMOVE AND REPLACE CONCRETE SIDEWALK, 500.0 3866 500.0 609-10.10 LF CONCRETE CURB, TYPE "S" 52 52 579.6 579.6 TRAFFIC SIGNAL MODIFICATIONS (WILDHORSE CREEK ROAD) TRAFFIC SIGNAL MODIFICATIONS (LYDIA HILL DRIVE) TRAFFIC SIGNAL MODIFICATIONS (JUSTUS POST DRIVE) NEW TRAFFIC SIGNAL IMPROVEMENTS (CLARKSON ROAD RAMPS) 1 1 LS 1 1 LS 1 1 LS 1 1 LS PAVEMENT THICKNESS 1.25" 0.0574 TON/SY/INCH(OXIDIZED ASPHALT/CONCRETE SURFACE) 0.13 GAL/SY (MILLED SURFACE), 0.10 GAL/SY 7502 7502 PAVEMENT SURFACING AND TEXTURING (DEPTH TRANSITION) 604-20.26 3 3 EA ADJUSTING GRATE INLET TO GRADE ADJUSTING MANHOLE TO GRADE (PG 70-22)CLP SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 3150.6 FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.B.O.) (T.B.R.B.O.) (T.B.R.B.O.) (T.B.R.B.O.) (U.I.P.) (T.B.R.B.O.) 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N M A T C H L I N E S T A 4 + 00 W ILD HOR SE CR EEK R D CHESTERFIELD PARKWAY WEST (73'W) PL PL 5 LEGEND SHEET NOTES ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) L 11 00 11 0 0 1 1 0 0 1 1 0 0 11 0 0 11.00 ' 1100 ' 14 00 ' 12 00 ' 11.00 PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE S H EET 1 O F 9 R OAD W AY P L AN DETAIL A SEE CURB RAMP STA -00+65.00 OVERLAY BEGIN MILL AND DETAIL C RAMP SEE CURB END STA 2+75 BEGIN STA 2+32 NEW CURB END STA 2+75 BEGIN STA 2+30 NEW CURB END STA 3+40 BEGIN STA 2+96 NEW CURB PARKWAY WEST EXIST B CHESTERFIELD REMOVE CONCRETE SLAB EXIST ROW EXIST ROW EXIST ROW EXIST ROW SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC PLACE. ALL IMPROVEMENTS TO BE USED IN OTHERS FOR WILD HORSE VILLAGE. PROPOSED IMPROVEMENTS BY SEE DEVELOPMENT PLANS FOR CURB RAMP EXIST COMPLIANT EXIST COMPLIANT CURB RAMP 0+00 1+00 2+00 3+00 4+00 DB 5232 Pg 199 of Chesterfield First Baptist Church N/F to St Louis County DB 7167 Pg 424 Lim ited Access Right of W y DB 8425 Pg 1775 10 W E m t t Union Electri C o C ounty W a t r C o PB 279 Pg 43 15 W Es t to St Loui DB 6750 Pg 2266 10 W E m t to Laclede Gas Co 7 DB 8362 Pg714 10'W Esmt.to St.LouisCountyWaterCo. C ounty W a t r C o DB 83 62 Pg 714 10 W E m t t St Louis Title 09-239085-KEE 18S410163 16185 Chesterfield Pkry. West DB 6633 Pg 158 Chesterfield Village, Inc. N/F DB 13246 Pg 1373 S.W.B.T.Co. Esmt.to 8 Title 19-239086-KEE 18S410206 16190 Chesterfiled Pkwy. West DB 7754 Pg 1034 Chesterfield Village, Inc. N/F LOT C111 LOTC120 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE to City of Chesterfield DB 15718 Pg 177 10.5'W Permanent Sidewalk Esmt. to City ofChesterfield DB 15718 Pg 177 105W PemanentSidewalk Esmt StLouis County PB 166 Pg 84 11.5'W Roadway Maintenance & Utility Esmt.to St.Louis County PB 166 Pg 84 95'W Roadway Maintenance & Utility Esmt.to Southwestrn BellTelephone Co PB 166 Pg 84 10'W Esmt to St Lo is County Wate Co & 5'W Esmtto Laclede Gas Co PB 166 Pg 84 5'W Esmtto Laclede Gas Co PB 166 Pg 84 13 Title 19-239091-KEE 18T620185 16461 Burkhardt Place DB 6414 Pg 901 Chesterfield Village, Inc. N/F PART OF LOT 4 PB 158 PG 88 VILLAGE AREA "A" CHESTERFIELD ADJUSTMENT PLAT BOUNDARY 10'W Esm t.to M .S .D .DB 17440 Pg 3743 DB 12282 Pg 1907 of Chesterfield First Baptist Church Ingress-Egress Esmt. to DB 6750 Pg 2266 10 W Esm t to Laclede Gas Co DB 8362 Pg 714 County W ater Co 10 'W Esm t t St Louis DB 8425 Pg 1775 10 'W Esm t to Union Electric C END MAINTENANCE SIGN TRAFFIC SIGNAL END MAINTENANCE SIGN TRAFFIC SIGNAL PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC SIDEWALK CONCRETE SIDEWALK CONCRETE CONTROL BOX TRAFFIC SIGNAL MANHOLE TELEPHONE PULL BOX FIBER OPTIC ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE CURB CONCRETE CURB ASPHALT ASPHALT CURB ASPHALT CURB CONCRETE CONCRETE CONCRETE CLEANOUT SIGN MAINTENANCE END SIDEWALK CONCRETE NO. 7 SIDEWALK CONCRETE T FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i i
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.B.O.) (T.B.R.B.O.) (T.B.R.B.O.) (A.T.G.B.O.) (T.B.R.B.O.) (T.B.R.B.O.) 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N M A T C H L I N E S T A 4 + 00 M A T C H L I N E S T A 9 + 5 0 CHESTERFIELD PARKWAY WEST (73'W) 6 SHEET NOTES LEGEND L 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 S H EET 2 O F 9 R OAD W AY P L AN PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST B CHESTERFIELD PARKWAY WEST SEE CURB RAMP DETAIL G SEE CURB RAMP DETAIL F SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC PLACE. ALL IMPROVEMENTS TO BE USED IN OTHERS FOR WILD HORSE VILLAGE. PROPOSED IMPROVEMENTS BY SEE DEVELOPMENT PLANS FOR PAVEMENT BY OTHERS NEW CONCRETE 4+00 5+00 6+00 7+00 8+00 9+00 DB 12282 Pg 1907 of Chesterfield First Baptist Church Ingress-Egress Esmt. to St. Louis County DB 17428 Pg 1923 Variable Width P.R.I.M.U.S.S.E. to 10'W Esmt. to M.S.D. DB 17440 Pg 3743 t City ofChesterfield DB 15718 Pg 216 105W Permane tSid alk Esmt PB 166 Pg 84 105W Esmt Southwestern Bell Telephone Co. PB 166 Pg 84 10'W Esmt. to St. Louis County Water Co. & to City of Chesterfield DB 15718 Pg 177 10.5'W Permanent Sidewalk Esmt. 5W Esmt to Laclede Gas Co PB 166 Pg 84 to City ofChesterfild DB 15718 Pg 196 105W P manentSidewalk Esmt St. Louis County PB 166 Pg 84 Utility Esmt. to 11.5'W Roadway Maintenance & 5W Esmt to Laclede Gas Co PB 166 Pg 84 St Louis County PB 166 Pg 84 Utility Es t to 95W Roadway M it ance & to City fChesterfield DB 15718 Pg 177 105W PermanentSid lk Esmt 5W Esmt to Laclede Gas C PB 166 Pg 84 to St Louis C ty PB 166 Pg 84 115W Roadway Maintenance & Utility Esmt Southwestern BellTelphone Co PB 166 Pg 84 10W E t to St Louis County W t Co & PB 158 PG 88 CHESTERFIELD VILLAGE AREA "A" BOUNDARY ADJUSTMENT PLAT PART OF LOT 4 13 Title 19-239091-KEE 18T620185 16461 Burkhardt Place DB 6414 Pg 901 Chesterfield Village, Inc. N/F 7 Title 09-239085-KEE 18S410163 16185 Chesterfield Pkry. West DB 6633 Pg 158 Chesterfield Village, Inc. N/F LOT C111 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE LOT C112 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE Title 19-239079-KEE 18S13015 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village, Inc. N/F 1 PB 166 Pg 84 5W Esmt t Laclede Gas Co PB 166 Pg 84 10W Esmt SIDEWALK CONCRETE SIDEWALK CONCRETE MAINTENANCE SIGN END CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE NO MSD ID CURB INLET NO MSD ID CURB INLET NO MSD ID MANHOLE NO MSD ID MANHOLE NO MSD ID MANHOLE NO MSD ID CURB INLET DOUBLE NO MSD ID CURB INLET CONCRETE SIDEWALK NO. 8 NO. 9 SIDEWALK CONCRETE FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i
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0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N M A T C H L I N E S T A 1 5 + 00 M A T C H L I N E S T A 9 + 50
7 SHEET NOTES LEGEND L 11 00 11 00 11 00 11 00 S H EET 3 O F 9 R OAD W AY P L AN EXIST B CHESTERFIELD PARKWAY WEST END STA 11+60 BEGIN STA 10+75 NEW CURB END STA 11+60 BEGIN STA 10+79 NEW CURB END STA 13+00 BEGIN STA 12+40 NEW CURB ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB EXIST ROW EXIST ROW EXIST ROW EXIST ROW SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC TO BE USED IN PLACE. VILLAGE. ALL IMPROVEMENTS OTHERS FOR WILD HORSE PROPOSED IMPROVEMENTS BY SEE DEVELOPMENT PLANS FOR 15+00 14+00 13+00 12+00 11+00 10+00 t S t L i C t P B 166 P 84 g t S t L i C t P B 166 P 84 S i g PB 158 PG 88
VILLAGE AREA
BOUNDARY ADJUSTMENT PLAT PART OF LOT 4 13 Title 19-239091-KEE 18T620185 16461 Burkhardt Place DB 6414 Pg 901 Chesterfield Village, Inc. N/F 1 Title 19-239079-KEE 18S13015 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village, Inc. N/F LOT C112 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE 5W Esmt to Laclede Gas Co PB 166 Pg 84 to City ofChesterfild DB 15718 Pg 196 105W P manentSidewalk Esmt S thwestern BellTelephone C PB 166 Pg 84 10W Esmt t St Louis County WaterCo & St L i County PB 166 Pg 84 Utility Esmt to 95W Roadway Maintenance & 5W Esmt to Lacld G s Co PB 166 Pg 84 to St Louis C ty PB 166 Pg 84 115W Roadway Maintenance & Utility Esmt t City ofChesterfield DB 15718 Pg 185 105W Permane tSid lk Esmt 1 Title 19-239079-KEE 18S130157 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village, Inc. N/F LOT C113 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE NO. 6 FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i i j t d f ny p
CHESTERFIELD PARKWAY WEST (73'W)
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.B.O.) (A.T.G.B.O.) (A.T.G.B.O.) (A.T.G.B.O.) (T.B.R.B.O.) (T.B.R.B.O.) OTHERS) (RELOCATED BY (T.B.R.&R.B.O.) BY OTHERS) (RELOCATED BY OTHERS) (RELOCATED (T.B.R.B.O.) (T.B.R.B.O.) 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N M A T C H L I N E S T A 15 + 00 M A T C H L I N E S T A 20 + 50 B U R KHA R D T P L A C E CHESTERFIELD PARKWAY WEST (73'W) 8
LEGEND L 11 00 11 00 11 00 11 00 11 00 S H EET 4 O F 9 R OAD W AY P L AN PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB EXIST ROW EXIST ROW EXIST ROW EXIST ROW END STA 20+50 BEGIN STA 19+25 NEW CURB EXIST B CHESTERFIELD PARKWAY WEST SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC BE USED IN PLACE. VILLAGE. ALL IMPROVEMENTS TO OTHERS FOR WILD HORSE PROPOSED IMPROVEMENTS BY SEE DEVELOPMENT PLANS FOR ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) SIGN SIGN OTHERS PAVEMENT BY NEW CONCRETE PAVEMENT BY OTHERS NEW CONCRETE BE USED IN PLACE. VILLAGE. ALL IMPROVEMENTS TO OTHERS FOR WILD HORSE PROPOSED IMPROVEMENTS BY SEE DEVELOPMENT PLANS FOR 20+00 19+00 18+00 17+00 16+00 15+00 PB 357 PG 185 DOWNTOWN CHESTERFIELD - PLAT ONE C O M M ON A R E A L O T 8 SU RUS V YE 2020 SU RUS V YE 415 for P u bli c U s P B 2 83 Pg 37 D e dicated to C ity f C heste rfi e l d DB 10858 Pg 1908 10 W Sewer Esm t. PB 166 Pg 84 W a t r Es t 10 W St rm DB 11642 Pg 1054 Esmt. to Union Elec. Co. * PB 166 Pg 84 10'W Esmt. * D B 13396 P 1048 C h rf i l d D B 13396 P g 1048 10 W s t t o C ity o 1 Title 19-239079-KEE 18S130157 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village, Inc. N/F 12 Title 19-239090-KEE 18S130191 16400 Burkhardt Place DB 12905 Pg 1816 St. Louis County Library District N/F LOT C113 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE to City ofChesterfield DB 15718 Pg 196 105W P anentSidewalk Esmt P B 83 g 37 C i y o f C e t rf i l d 8 5 S R M I S U E t C he te fi l d DB 133 00 Pg 2198 10 W E m t to C ity o f DB 15296 Pg 1904 16'W Esmt t City ofChesterfield 5W Esmt to L ld Gas Co PB 166 Pg 84 5W E t to Laclede Gas Co PB 166 Pg 84 S thwestern BellTelephone C PB 166 Pg 84 10W Esmt t St Louis County WaterCo & S thwestern BellTelephone C PB 166 Pg 84 10W Esmt t St Louis County WaterCo & g P B 166 10 W t City ofChesterfield DB 15718 Pg 185 105W Permane tSid lk Esmt t St Louis County PB 166 Pg 84 115W Road y Maintenance & Utility Es t 5W Esmt t L lede Gas Co PB 166 Pg 84 166 Pg 84 St Louis County PB Es t t Maintenance & Utility 95W Roadway 15718 Pg 80 Chesterfield DB t City of Sidew lk Esmt Permanent 105W to City ofChesterfield DB 15718 Pg 185 105W P entSidewalk Esmt to St Loui C ty PB 166 Pg 84 115W Roadway Maintena & Utility Esmt PB 158 PG 88 CHESTERFIELD VILLAGE AREA "A" BOUNDARY ADJUSTMENT PLAT PART OF LOT 4 13 Title 19-239091-KEE 18T620185 16461 Burkhardt Place DB 6414 Pg 901 Chesterfield Village, Inc. N/F 18S130201 16375 Main Circle Dr DB 17525 Pg 616 CentralPark Square,Inc N/F PB 279 Pg 43 St Lo i C ty WaterCo 10W Esmt to PB 283 Pg 37 City fChesterfield 10W Esmt to PB 283 Pg 37 to City ofChesterfild 85W SRMISU Esmt Co PB 166 Pg 84 5W Esmt to Laclede G MANHOLE SIDEWALK CONCRETE SIDEWALK CONCRETE MAINTENANCE SIGN END VALVE WATER STREET LIGHT GAS VALVE CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE CONCRETE CONCRETE HYDRANT FIRE NO MSD ID CURB INLET 18S4-162D CURB INLET 18S4-207D CURB INLET 18S4-207D CURB INLET 18S4-208D CURB INLET CONCRETE CURB SIDEWALK CONCRETE NO. 5 SIDEWALK CONCRETE VALVE WATER FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
SHEET NOTES
h i h R E SP ON S I B I L I T Y S C A
ny li it d DESIGNED:
by d i l i I
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b E s ti m a t e s R e po r t s o r o t h e r D
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 O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
nd e d t o b e 4/15/2021 E A NG I N EE R I NG CC E SS -
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) M A T C H L I N E S T A 20 + 50 N M A T C H L I N E S T A 26 + 00 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' P A R K C I RC LE D R CHESTERFIELD PARKWAY WEST (73'W) PL L L PL PL 9 SHEET NOTES LEGEND L 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 S H EET 5 O F 9 R OAD W AY P L AN PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) SEE CURB RAMP DETAIL J DETAIL K SEE CURB RAMP DETAIL K SEE CURB RAMP DETAIL J SEE CURB RAMP EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST B CHESTERFIELD PARKWAY WEST PLACE. ALL IMPROVEMENTS TO BE USED IN OTHERS FOR WILD HORSE VILLAGE. PROPOSED IMPROVEMENTS BY SEE DEVELOPMENT PLANS FOR SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC 21+00 22+00 23+00 24+00 25+00 26+00 18S130201 16375 Main Circle Dr. DB 17525 Pg 616 Central Park Square, Inc. N/F 18S130179 1 Park Circle Dr. DB 17525 Pg 616 Central Park Square, Inc. N/F 18S110160 2 Park Circle Dr. DB 17525 Pg 616 Central Park Square, Inc. N/F 18S110171 16301 Main Circle Dr. DB 17525 Pg 616 Central Park Square, Inc. N/F 3 5 7 P g 1 8 5 D d i t d t C ity f C h t rf i l d PB 357 PG 185 DOWNTOWN CHESTERFIELD - PLAT ONE C O M M O N A R E A L O T 5 L O T 7 C O MM ON A R E A C O MM ON A R E A L O T 7 L O T 5 C O MM O N A R E A t St Louis County PB 166 Pg 84 95'W Roadway M it & Utility Esmt t St Louis County PB 166 Pg 84 95'W Road y M it ance & Utility Esmt 5W Esmt t Laclede Gas Co PB 166 Pg 84 Pg 80 to City ofChesterfield DB 15718 105W Per tSid lk E t 5W Esmt t Laclede Gas Co PB 166 Pg 84 5W Esmt to Lacld Gas Co PB 166 Pg 84 5W Esmt to Lacld Gas Co PB 166 Pg 84 Pg 80 to City ofChesterfield DB 15718 105W Per tSid lk E t to St. Louis County PB 166 Pg 84 11.5'W Roadway Maintenance & Utility Esmt. Southwestern Bell Telephone Co. PB 166 Pg 84 10'W Esmt. to St. Louis County Water Co. & to City of Chesterfield DB 15718 Pg 185 10.5'W Permanent Sidewalk Esmt. 1 Title 19-239079-KEE 18S130157 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village, Inc. N/F LOTC113 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE 1 Title 19-239079-KEE 18S130157 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village, Inc. N/F LOT C110 PB 166 PG 84 AREA "A" PHASE ONE PLAT TWO CHESTERFIELD VILLAGE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE VALVE WATER VALVE WATER PULL BOX AT&T SIGN MAINTENANCE END 18S4-207D CURB INLET 18S4-209D CURB INLET 18S4-210D CURB INLET NO MSD ID MANHOLE CONCRETE SIDEWALK HYDRANT FIRE FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i
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i f t h t t 4/15/2021 E A NG I N EE R I NG CC E SS -
by O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (A.T.G.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) P.S.E. ISLAND) DOWEL ON (T.B.R.&R. ON ISLAND) (T.B.R.&R. DOWEL ISLAND) DOWEL ON (T.B.R.&R. (A.T.G.B.O.) (A.T.G.B.O.) T.S.C.L. (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) M ATC HLINE STA 26+00 M ATC HLINE STA 31+50 N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' L YD I A H I LL D R C E N TE R C H E S TE R F IEL D PL 10
LEGEND L 11 00 ' 11.00 ' 11 00 11 00 ' 11 00 11 0 0 11 0 0 ' 10 0 0 11 00 ' 11 0 0 PARKWAY WEST
S H EET 6 O F 9 R OAD W AY P L AN PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) DETAIL M SEE CURB RAMP DETAIL L SEE CURB RAMP DETAIL N SEE CURB RAMP DETAIL O SEE CURB RAMP END STA 28+25 BEGIN STA 27+50 NEW CURB END STA 28+25 BEGIN STA 27+75 NEW CURB PARKWAY WEST CHESTERFIELD EXIST B EXIST ROW EXIST ROW EXIST ROW EXIST ROW SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC SIDEWALK CONCRETE 26+00 27+00 28+00 29+00 30+00 31+00 18S110137 49 Chesterfield Center DB 12112 Pg 1747 May Stores XIII,Inc N/F LO T 1 CO MM ON AREA NEW SECTIONC NEW SECTIONB PB 158 PG 96 AREA "A"PHASE ONE PLAT ONE CHESTERFIELD VILLAGE PB 345 Pg 513 forPublic use Dedicated to City ofChesterfield P B 3 4 5 P g 513 f P u b li c D d i ca t e d t C ity f C h e s t e f i l d (location app i te) PB 158 Pg 96 St Loui C ty & Utility Esmt to Extended R d ay Maint PB 158 Pg 96 Dedicated to Public U e P B 3 4 5 P g 3 0 5 D e d i t d C ity o f C h t f i e l d f o P ub li U s e * 1 Title 19-239079-KEE 18S130157 700 Chesterfield Center DB 6633 Pg 158 Chesterfield Village,Inc N/F 2 Title 19-239080-KEE 18S110148 805 Chesterfield Center DB 23322 Pg 318 SHDG Chesterfield LLC N/F 11 Title 19-239089-KEE 18T321062 16150 Main Circle Dr DB 17525 Pg 616 CentralPark Square Inc N/f LOTC110 LOTC109 PB 166 PG 84 AREA "A"PHASE ONE PLAT TWO CHESTERFIELD VILLAGE PB 334 PG 65 PHASE ONE -PLAT ONE ARE "A" CHESTERFIELD VILLAGE OF LOT C101F OF RESUBDIVISION PLAT to City ofChesterfield DB 15718 Pg 185 PermanentSidewalk Es t 1990 12272 Pg EsmtDB Louis County Esmt to St Traffic Signal Perman t Southwestern BellTelephone Co.PB 166 Pg 84 10W Esmtto StLouisCounty WaterCo & to City ofChesterfield DB 15718 Pg 225 105'W PermanentSidewalk Esmt 5W Esmtto Laclede Gas Co PB 158 Pg 96 DB 12272 Pg 1997 JG St. Louis West, LLC (Etal) Perm. Roadway Esmt. to DB 15718 Pg 225 City of Chesterfield Perm. Sidewalk Esmt. to DB 12272 Pg 1997 JG St. Louis West, LLC (Etal) Perm. Roadway Esmt. to to City ofChesterfield DB 15718 Pg 80 10.5'W PermanentSidewalkEsmt. to St.Louis County PB 166 Pg 84 9.5'W Roadway Maintenance & Utility Esmt. 5'W Esmt.to Laclede Gas Co PB 166 Pg 84 5'W Esmtto Laclede Gas Co PB 166 Pg 84 Southwestern BellTelephone Co.PB 166 Pg 84 10'W Esmt.to St.Louis County WaterCo.& to City ofChesterfield DB 15718 Pg 185 105'W PermanentSidewalkEsmt to StLouis County PB 166 Pg 84 11.5'W Roadway Maintenance & Utility Esmt to StLouisCounty PB 166 Pg 84 115'W Roadway Maintenance & Utility Esmt 5'W Esmtto Laclede Gas Co PB 158 Pg 96 City ofChesterfield DB 15718 Pg 89 105W PermanentSidewalk Esmtto to StLouis County PB 166 Pg 84 95W Roadway Maintenance & Utility Esmt * to St Louis County PB 166 Pg 84 Roadway M itenance & Utility Esmt Southwestern BellTeephone Co.PB 158 Pg96 10'W Esmtto St.LouisCountyWaterCo & 18S110171 Circle Dr 16301Main 616 DB 17525 Pg Square Inc CentralPark N/F 18S130157 Center 700 Chesterfield DB 6633 Pg 158 Inc. Chesterfield Village N/F PARTOFLOT2 Title 19-239088-KEE 18T321095 16300 Lydia HillRd DB 22390 Pg 523 Watermark AtChesterfield Village Mo LLC N/F 10 PB 158 PG 88 AREA "A" CHESTERFIELD VILLAGE PLAT BOUNDARYADJUSTMENT PB 158PG96 AREA "A"PHASE ONE PLAT ONE CHESTERFIELD VILLAGE Title 1819-239080-KEE S110148 805 Chesterfield Center DB 23322 Pg 318 SHDG Chesterfield,LLC N/F LOTC109 SIGNAL TRAFFIC SIGNAL TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE END MAINTENANCE SIGN TRAFFIC SIGNAL PULL BOX TRAFFIC VALVE WATER PULL BOX COMMUNICATION METER ELECTRIC UTILITY POLE GAS VALVE GAS VALVE GARDEN AREA 30" TREE CONCRETE CURB CONCRETE CONCRETE CURB BLOCK WALL BLOCK WALL AREA GARDEN BOX CONTROL SIGNAL TRAFFIC CURB CONCRETE CURB CONCRETE CURB CONCRETE CURB CONCRETE LIGHT STREET 18S4-049D GRATE INLET 18S4-048D MANHOLE SIGN END MAINTENANCE TRAFFIC SIGNAL CURB CONCRETE ISLAND CONCRETE 14" TREE TRAFFIC PULL BOX 18S4-050D GRATE INLET ISLAND CONCRETE ISLAND CONCRETE NO. 4 FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
SHEET NOTES
(73'W) CHESTERFIELD
i
h i h R E SP ON S I B I L I T Y S C A
ny li it d DESIGNED:
ll t h h by
nd a u t ho r i z e d by m y s ea l a r e do c u m e n O P U B L I C W O R K S T R A N SP O R T A T I O N R E S U R F A C I N G W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
by d i l i t
t s i n t e 4/15/2021 E A NG I N EE R I NG CC E SS -
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) MATCHLINE STA 31+50 M ATCHLINE STA 37+00 N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' CHESTERFIELD PARKWAY WEST (73'W) PL PL 11 LEGEND SHEET NOTES L 11.00 ' 11.00 ' 11 00 ' 11 00 ' S H EET 7 O F 9 R OAD W AY P L AN CURB RAMP EXIST COMPLIANT CURB RAMP EXIST COMPLIANT EXIST ROW EXIST ROW EXIST ROW EXIST ROW END STA 33+50 BEGIN STA 33+00 NEW CURB END STA 35+50 BEGIN STA 34+75 NEW CURB PARKWAY WEST EXIST B CHESTERFIELD ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC END STA 33+25 BEGIN STA 32+75 NEW CURB 32+00 33+00 34+00 35+00 36+00 37+00 PB 158 PG 88 CHESTERFIELD VILLAGE AREA "A" BOUNDARY ADJUSTMENT PLAT PB 158 PG 96 AREA "A" PHASE ONE PLAT ONE CHESTERFIELD VILLAGE
BP 851 P g 69 t o tS iouL s C tun y 01 W S r W ta e E m BP 158 P g 69 t o tS L iu C toun y 10 W tS o m W t r Ems t PART OF LOT 2 2 Title 19-239080-KEE 18S110148 805 Chesterfield Center DB 23322 Pg 318 SHDG Chesterfield, LLC N/F BP 158 P g 58 10 Swe e E s t PB 158 Pg 58 10 SewerEsmt PB 158 Pg 58 15'SewerEsmt Title 19-239088-KEE 18T321095 16300 Lydia HillRd DB 22390 Pg 523 Watermark AtChesterfield Village Mo LLC N/F 10 LOTC208 Southwestern BellTelephone Co.PB 166 Pg 84 10'W Esmt.to St.LouisCounty WaterCo.& to City ofChesterfieldDB 15718 Pg 225 10.5'W PermanentSidewalkEsmt. 5'W Esmtto Laclede Gas Co PB 158 Pg 96 to City ofChesterfield DB 15296 Pg 1899 15'W PermanentSidewalkEsmt to St.LouisCounty PB 166 Pg 84 11.5'W Roadway Maintenance & Utility Esmt. 5'W Esmt.to Laclede Gas Co PB 158 Pg 96 to StLouis County PB 158 Pg 96 9.5'W Roadway Maintanence & Utility Esmt. City ofChesterfield DB 15718 Pg 89 10.5'W PermanentSidewalkEsmtto to St.Louis County PB 158 Pg 96 11.5'W Roadway Maintanence & Utility Esmt. Southwestern BellTeephone Co.PB 158 Pg 96 10'W Esmtto St.Louis County WaterCo & to City ofChesterfield DB 15718 Pg 225 105'W PermanentSidewalkEsmt. SouthwesternBellTelephone Co PB 158 Pg95 10'W Esmt.to St.LouisCountyWaterCo & to City ofChesterfield DB 15718 Pg225 105'W PermanentSidewalkEsmt PB 158 PG 96 AREA "A" PHASE ONE PLAT ONE CHESTERFIELD VILLAGE 2 Title 19-239080-KEE 18S110148 805 Chesterfield Center DB 23322 Pg 318 SHDG Chesterfield, LLC N/F LOTC109 Title 19-239087-KEE 19T641152 16323 Justus Post Rd. DB 8920 Pg 2321 Chesterfield Village Association N/F 9 PB 196 PG 77 RECREATION FACILITY LAKE POST COMMONS BOUNDARY ADJUSTMENT PLAT OF SIDEWALK CONCRETE SIDEWALK CONCRETE CONCRETE CONCRETE CURB CONCRETE CURB CONCRETE NO. 3 NO.4 NO. 10 FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i i j t d f ny p f h l ting i nd d b E s ti m a t e s R
PB 158PG96 AREA " A"PHASE ONE PLAT ONE CHESTERFIELD VILLAGE
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i f t h t t h O 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 W E S T ( S OU T H ) C H E S TE R F I E L D P A R K W AY
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (RELOCATE) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (RELOCATE) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) P.R.I.M.U.E. (A.T.G.B.O.) (U.I.P.) TSCL PSE PSE M A T C H L I N E S T A 4 2 + 5 0 N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' MATCHLINE STA 37+00 J U S T U S P O S T R D
(73'W) P PL 12 LEGEND SHEET NOTES L 1 1 00 11 00 1 1 0 0 11 00 ' 11 00 11 00 ' 11 00 10 00 ' 11 00 11 00 ' S H EET 8 O F 9 R OAD W AY P L AN DETAIL Q SEE CURB RAMP PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE REMOVE CONCRETE SLAB ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) END STA 39+98 BEGIN STA 39+25 NEW CURB END STA 40+25 BEGIN STA 39+75 NEW CURB END STA 41+75 BEGIN STA 41+29 NEW CURB DETAIL P SEE CURB RAMP SEE CURB RAMP DETAIL Q PARKWAY WEST EXIST B CHESTERFIELD EXIST ROW EXIST ROW EXIST ROW EXIST ROW SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC DETAIL P SEE CURB RAMP 37+00 38+00 39+00 40+00 41+00 42+00 P B 158 P g 96 D d i d P b li c u s e PB 158 PG 96 AREA "A"PHASE ONE PLAT CHESTERFIELD VILLAG PB 196 PG 77 LAKE POST COMMONS RECREATION FACILITY BOUNDARY ADJUSTMENT PLAT OF PB 364 PG 31 THE GROVE IN CHESTERFIELD ADJUSTED LOT A B 15 P g 96 o S L i C t 10 W to W er E t PB 158 Pg 96 to St Louis County 10 'W St rm W ate E m t PB 158 Pg96 to St.LouisCounty 10'W Storm WaterEsmt. PB 158 Pg 96 to St.LouisCounty 10'W Storm WaterEsmt. DB 15718 Pg 97 City of Chesterfield Permanent Sidewalk Esmt. to * g t o S t L i C t 8 5 W R d y M i y g 96 t S t L i C y 8 y & U t i l it E t 19 S 4 3 0 063 1 6 3 0 1 J u s t u s P o s t R d D B 6 6 1 3 P g 2 8 C h e s t e rf i l d V i ll g I N / F 5 Title 19-239083-KEE 19S432021 16120 Chesterfield Prky West DB 22032 Pg 1308 Chesterfield Mo SeniorProperty LLC N/F DB 9625 Pg 618 to St. Louis County Perm. Traffic Signal Esmt. * DB 9625 Pg 621 to St. Louis County Perm. Traffic Signal Esmt. Title 19-239087-KEE 19T641152 16323 Justus Post Rd. DB 8920 Pg 2321 Chesterfield Village Association N/F 9 to City ofChesterfieldDB 15296 Pg 1899 15'W PermanentSidewalkEsmt. 5'W Esmt.to Laclede GasCo.PB 158 Pg 96 5'W Esmt.to UnionElec.Co.PB 158 Pg 96 Co PB 158 Pg 95 5W Esmt to Laclede Ga to City ofChesterfield DB 15718 Pg 105 105W Perm nentSide alk Esmt to St Louis Co nty PB 158 Pg 95 95'W Ro dway Maintnence & Utility Esmt 8492 Pg 585 to Stat ofMo DB 4W Drainage Esmt 5W Esmt t Laclede Gas Co PB 158 Pg 95 19S430041 16123 Chesterfield Prky West DB 7108 Pg 683 Chesterfield CenterCorp N/F PB 158 PG 96 AREA "A"PHASE ONE PLAT ONE CHESTERFIELD VILLAGE 6 LOTC108 Southwestern BellTelephone Co.PB 158 Pg 95 10'W Esmt.to St.Louis County WaterCo.& to City ofChesterfieldDB 15718 Pg 225 10.5'W PermanentSidewalkEsmt. to St.LouisCounty PB 158 Pg 96 9.5'W Roadway Maintanence & Utility Esmt. SouthwesternBellTelephone Co.PB 158 Pg 95 10'W Esmt.to St.LouisCounty WaterCo.& to City ofChesterfieldDB 15718 Pg 225 10.5'W PermanentSidewalkEsmt. to St.LouisCounty PB 158 Pg 96 11.5'W Roadway Maintanence & Utility Esmt. to St Louis County PB 158 Pg 95 115W Roadway Maintanen & Utility Esmt Elec Co PB 158 Pg 95 5W Esmt to U ion 5W E mt to Laclede Gas Co PB 158 Pg 95 PB 158 PG 96 AREA "A" PHASE ONE PLAT ONE CHESTERFIELD VILLAGE 2 Title 19-239080-KEE 18S110148 805 Chesterfield Center DB 23322 Pg 318 SHDG Chesterfield, LLC N/F LOTC208 to St Louis County PB 158 Pg 95 95W Road ay Mainta nce & Utility Esmt SIGNAL TRAFFIC SIGNAL TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL PULL BOX COMMUNICATION CONCRETE CURB CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CURB OPTIC MARKER BURIED FIBER SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE 19S1-112D CURB INLET DOUBLE 19S1-111D CURB INLET 19S1-110D MANHOLE 19S1-107D AREA INLET 19S1-004S MANHOLE NO MSD ID MANHOLE CONCRETE CURB SIDEWALK CONCRETE CONCRETE CURB NO. 2 TRAFFIC SIGNAL SIGN END MAINTENANCE TRAFFIC SIGNAL END MAINTENANCE SIGN PULL BOX TRAFFIC CURB CONCRETE GAS VALVE FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
CHESTERFIELD PARKWAY WEST
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O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (RELOCATE) ( U I P ) (RELOCATE) (T.B.R.&R.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (RELOCATE) (A.T.G.) ON ISLAND) (T.B.R.&R. DOWEL ON ISLAND) (T.B.R.&R. DOWEL ON ISLAND) (T.B.R.&R. DOWEL (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (A.T.G.B.O.) TSCL M A T C H L I N E S T A 42 + 50 N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' CHESTERFIELD PARKWAY WEST (73'W) F ON T A I N E R D 13 C L A R K S ON R D LEGEND SHEET NOTES L 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 11 00 10 00 11 00 11 0 0 S H EET 9 O F 9 R OAD W AY P L AN EXIST SIGN REMOVE CONCRETE SLAB PAVEMENT REPAIR PROPOSED FULL DEPTH SIDEWALK PROPOSED CONCRETE ON CONNECTING SIDE STREETS EXTEND TO THE END OF RADIUS RETURN MILLING AND OVERLAY LIMITS SHALL 1) EXIST ROW EXIST ROW EXIST ROW EXIST ROW REMOVE CONCRETE SLAB DETAIL R SEE CURB RAMP DETAIL R SEE CURB RAMP DETAIL U SEE CURB RAMP DETAIL V SEE CURB RAMP DETAIL T SEE CURB RAMP STA 47+57.50 OVERLAY END MILL AND DETAIL S RAMP SEE CURB END STA 44+25 BEGIN STA 43+75 NEW CURB EXIST B CHESTERFIELD PARKWAY WEST SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC 43+00 44+00 45+00 46+00 47+00 48+00 19S430041 16123 Chesterfield Prky. West DB 7108 Pg 683 Chesterfield Center Corp. N/F PB 158 PG 96 AREA "A" PHASE ONE PLAT ONE CHESTERFIELD VILLAGE DB 6761 Pg 1933 State of Missouri N/F to City of Chesterfield DB 15718 Pg 113 10.5'W Permanent Sidewalk Esmt. * 18S120071 1 Chesterfield Mall DB 23012 Pg 1017 Redevelopement, LLC. DB 8802 Pg 1775 State ofMissouri N/F DB 9315 Pg 650 to St. Louis County Perm. Traffic Signal Esmt. DB 10995 Pg 2119 Laclede Gas Co. Esmt. to PB 183 P g 95 ( a d oth r ) 10'W E s t t St Loui s C ount y Pg 1154 DB 7146 D B 7146 P 1154 i l C 15 W E s m t t o 10'W Esmtto St.Loui s County WaterCo.DB 8846 Pg 2042 10'W Esmtto Union Electri c Co.DB 8846 Pg 2042 6 D B 7115 P g 306 10 W E s m t t o L ac l e d e G a s C o LOT C108 to St Loui C ty PB 158 Pg 95 95W Roadway Maintanence & Utility E t 5W Esmt to Laclede Ga C PB 158 Pg 95 5W Esmt to Union Elec Co DB 7146 Pg 1154 8719 Pg 1641 to State ofMo DB 4W Drain g E t DB 9315 Pg 653 County to St. Louis Signal Esmt. Perm. Traffic PB 179 Pg 29 to St. Louis County 10'W Storm Water Esmt. DB 11128 Pg 1484 Union Elec Co 10W E t t PB 364 PG 31 THE GROVE IN CHESTERFIELD ADJUSTED LOT A Title 19-239083-KEE 19S432021 16120 Chesterfield Prky. West DB 22032 Pg 1308 Chesterfield Mo. Senior Property, LLC N/F 5 to St Louis County PB 158 Pg 95 115W Roadway Maintanence & Utility Esmt 95 Southwestern BellTelephon C PB 158 Pg 10W E t to St Louis County WaterCo & Pg 234 to City ofChesterfield DB 15718 105W P tSidewalk Esmt 5W E t t L lde Gas Co PB 158 Pg 95 Title 19-239081 19S440172 955 Chesterfield Center DB 23118 Pg 466 Chester MO Mall, LLC N/F 3 LOT C101A PB 158 PG 96 PHASE ONE PLAT ONE CHESTERFIELD VILLAGE AREA "A" DB 11128 Pg14841UnionElec.Co. 0'W Esmt.to Title 19-239082-KEE 19S440480 16100 Chesterfield Prky. West DB 6945 Pg 2360 Chesterfield MTBB Corp. N/F 4 PB 158 PG 96 PHASE ONE PLAT ONE CHESTERFIELD VILLAGE AREA "A" Pg 2003 City fCh trfield DB 15659 10W Sidewalk Esmt to Telephone Co PB 158 Pg 96 W t Co & Southwestern Bell 10'W Esmt to St L i C ty County PB 158 Pg 96 & Utiltiy Esmt to St Louis 115W R d y M itanence DB 15296 Pg 1881 City of Chesterfield Sidewalk Esmt. to (l tion approximate) PB 158 Pg 96 St Louis County & Utility Esmt t Extended Roadway Maint SIGNAL TRAFFIC SIGNAL TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC CONCRETE SIDEWALK CONTROL BOX TRAFFIC SIGNAL PULL BOX COMMUNICATION GAS VALVE 24" TREE CONCRETE CURB CONCRETE CURB CONCRETE ASPHALT ASPHALT CONCRETE CONCRETE C ON CR ETE ASPHALT CONCRETE WALL SIDEWALK CONCRETE 19S1-334D MANHOLE 19S1-253D MANHOLE 19S1-249D MANHOLE NO MSD ID MANHOLE NO MSD ID INLET GRATE CURB CONCRETE CURB CONCRETE CURB CONCRETE PEDESTAL TELEPHONE FIRE HYDRANT ASPHALT CURB SIDEWALK CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE 19S1-333D INLET GRATE CONCRETE CONCRETE CURB CONCRETE STREET LIGHT SIDEWALK CONCRETE MALL SIGN SIDEWALK CONCRETE TRAFFIC SIGNAL SIGN MAINTENANCE END NO. 1 TRAFFIC SIGNAL SIGN END MAINTENANCE PULL BOX COMMUNICATION CURB CONCRETE FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) N 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' DETAIL B SW QUADRANT
AND WILD HORSE CREEK RD 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' N DETAIL C SE QUADRANT CHESTERFIELD PARKWAY WEST AND WILD HORSE CREEK RD 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' N
A NW QUADRANT
CHESTERFIELD PARKWAY WEST
DETAIL
WILD HORSE CREEK RD CH ESTERFIELD PARKW AY W EST LEGEND WILD HORSE CREEK RD ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 14 NOTES S H EET 1 O F 7 C U RB R A M P D ET A I L S M AX 8 33 % M AX 8 33% RAMP (7" THICK) PAY ITEM. REMOVE AND REPLACE CONCRETE SIDEWALK, CURB FOR SEPARATELY. CURB WILL BE INCLUDED IN THE VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID 3) ROUTE SHALL BE AVOIDED. CURBS ADJACENT TO THE PEDESTRIAN ACCESS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL PERFORMED TO SURROUNDING VEGETATIVE AREAS USED ONLY WHEN NECESSARY. IF GRADING CAN BE CURBS AND NON-TRANSVERSIBLE FLARES MAY BE IN ORDER TO PREVENT TRIPPING HAZARDS, RETURN 2) LANDINGS TO NOT EXCEED 2.0% ALL CROSS SLOPES AND ALL RUNNING SLOPES ON 1) TYPE A CURB (2) VARIABLE HEIGHT 6 00 MATCH EXISTING CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT 8.00' LEVEL LANDING AREA SURFACE DETECTABLE WARNING CURB RAMP TYPE B XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX ME 7 00' 6 00' 10.00' EL ME TC BC SIGN MANHOLE TELEPHONE PULL BOX TRAFFIC SIGN MAINTENANCE END SIGNAL TRAFFIC BOX CONTROL SIGNAL TRAFFIC PULL BOX TRAFFIC CH ESTERFIELD PARKW AY W EST PULL BOX TRAFFIC PULL BOX FIBER OPTIC SIGN END MAINTENANCE TRAFFC SIGNAL T FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
CHESTERFIELD PARKWAY WEST AND WILD HORSE CREEK RD
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by R E SP ON S I B I L I T Y S C A
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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 DESIGNED:
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i f t h t t h O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
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(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.B.O.) (A.T.G.B.O.) N DETAIL F NORTH CHESTERFIELD PARKWAY WEST AND DRIVEWAY DETAIL G SOUTH CHESTERFIELD PARKWAY WEST AND DRIVEWAY C H E S TE R F I EL D P A R K W AY W E S T C H E S TE R F I EL D P A R K W AY W E S T N 0 SCALE IN FEET 5 10 SCALE: 1" = 5' ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 15
S H EET 2 O F 7 C U RB R A M P D ET A I L S M A X 5 0 0 % M AX 5 00 % CURB RAMP (7" THICK) PAY ITEM. REPLACE CONCRETE SIDEWALK, INCLUDED IN THE REMOVE AND SEPARATELY. CURB WILL BE WILL NOT BE PAID FOR VARIABLE HEIGHT TYPE A CURB 3) SHALL BE AVOIDED. THE PEDESTRIAN ACCESS ROUTE VERTICAL CURBS ADJACENT TO SIMILAR TO ADJOINING SLOPES, VEGETATIVE AREAS THAT IS PERFORMED TO SURROUNDING NECESSARY. IF GRADING CAN BE BE USED ONLY WHEN NON-TRANSVERSIBLE FLARES MAY HAZARDS, RETURN CURBS AND IN ORDER TO PREVENT TRIPPING 2) TO NOT EXCEED 2.0% RUNNING SLOPES ON LANDINGS ALL CROSS SLOPES AND ALL 1) LEVEL LANDING AREA SURFACE DETECTABLE WARNING XXX.XX ME EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX XXX.XX ME 1 0 0 0 8.00' 8.00' 1 0 00 XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT TYPE B CURB RAMP XXX.XX ME XXX.XX TC EL XXX.XX EL ME TC BC LEGEND SIGN END MAINTENANCE NO MSD ID CURB INLET DOUBLE NO MSD ID CURB INLET NO MSD ID MANHOLE NO MSD ID MANHOLE NO MSD ID MANHOLE USED IN PLACE. ALL IMPROVEMENTS TO BE FOR WILD HORSE VILLAGE. IMPROVEMENTS BY OTHERS FOR PROPOSED SEE DEVELOPMENT PLANS USED IN PLACE. ALL IMPROVEMENTS TO BE FOR WILD HORSE VILLAGE. IMPROVEMENTS BY OTHERS FOR PROPOSED SEE DEVELOPMENT PLANS 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' EL XXX.XX RAMP CURB TYPE B EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT 5 0 0 FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
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NORTH, DETAIL J
CHESTERFIELD PARKWAY WEST AND PARK CIRCLE DR
CHESTERFIELD PARKWAY WEST AND PARK CIRCLE DR SOUTH, DETAIL K
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(U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' C H E S TE R F I EL D P A R K W AY W E S T 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' N N C H E S TE R F I EL D P A R K W AY W E S T C H E S TE R F I E L D P A R K W A Y W E S T C H E S TE R F I EL D P A R K W AY W E S T ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 16
S H EET 3 O F 7 C U RB R A M P D ET A I L S
M AX 5 00 % M A X 5 00 % ITEM. RAMP (7" THICK) PAY CONCRETE SIDEWALK, CURB REMOVE AND REPLACE WILL BE INCLUDED IN THE FOR SEPARATELY. CURB CURB WILL NOT BE PAID VARIABLE HEIGHT TYPE A 3) ROUTE SHALL BE AVOIDED. PEDESTRIAN ACCESS ADJACENT TO THE VERTICAL CURBS TO ADJOINING SLOPES, AREAS THAT IS SIMILAR SURROUNDING VEGETATIVE PERFORMED TO IF GRADING CAN BE ONLY WHEN NECESSARY. FLARES MAY BE USED NON-TRANSVERSIBLE CURBS AND TRIPPING HAZARDS, RETURN IN ORDER TO PREVENT 2) 2.0% LANDINGS TO NOT EXCEED ALL RUNNING SLOPES ON ALL CROSS SLOPES AND 1) LEVEL LANDING AREA SURFACE DETECTABLE WARNING 1 0 0 0 800' 800' 10 00 800' 10 0 0 ' 800' 10 00 EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME CURB RAMP TYPE B EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX TYPE B CURB RAMP XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT TYPE B CURB RAMP EL XXX.XX EL XXX.XX A CURB (2) HEIGHT TYPE VARIABLE XXX.XX ME XXX.XX ME CURB (2) TYPE A HEIGHT VARIABLE EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT TYPE B CURB RAMP XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX ME EL ME TC BC LEGEND SIGN MAINTENANCE END 18S4-209D CURB INLET 18S4-210D CURB NLET AT&T PULL BOX NO MSD ID MANHOLE HYDRANT FIRE VALVE WATER VALVE WATER EL XXX.XX EL XXX.XX FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
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P S E (A.T.G.B.O.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.B.O.) N N N DETAIL L NW QUADRANT CHESTERFIELD PARKWAY WEST AND LYDIA HILL DR LYDIA HILL DR 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' LYDIA HILL DR N DETAIL N SW QUADRANT CHESTERFIELD PARKWAY WEST AND LYDIA HILL DR DETAIL M NE QUADRANT CHESTERFIELD PARKWAY WEST AND LYDIA HILL DR DETAIL O SE QUADRANT CHESTERFIELD PARKWAY WEST AND LYDIA HILL DR ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 17 XXX.XX ME XXX.XX TC EL XXX.XX S H EET 4 O F 7 C U RB R A M P D ET A I L S NOTES PARK W AY W EST CH ESTERFIELD MAX 8.33% MAX 8.33% MAX 8 .33% 8MAX .33% TYPE A CURB (2) VARIABLE HEIGHT PARKW AY W EST CH ESTERFIELD P A R K W AY W E S T C H E S TE R F IEL D PARKW AY W ESTCHESTERFIELD CURB RAMP (7" THICK) PAY ITEM. AND REPLACE CONCRETE SIDEWALK, WILL BE INCLUDED IN THE REMOVE NOT BE PAID FOR SEPARATELY. CURB VARIABLE HEIGHT TYPE A CURB WILL 3) SHALL BE AVOIDED. TO THE PEDESTRIAN ACCESS ROUTE SLOPES, VERTICAL CURBS ADJACENT THAT IS SIMILAR TO ADJOINING SURROUNDING VEGETATIVE AREAS GRADING CAN BE PERFORMED TO BE USED ONLY WHEN NECESSARY. IF NON-TRANSVERSIBLE FLARES MAY HAZARDS, RETURN CURBS AND IN ORDER TO PREVENT TRIPPING 2) TO NOT EXCEED 2.0% RUNNING SLOPES ON LANDINGS ALL CROSS SLOPES AND ALL 1) 11.00' 5 .00' 5 .00' 7.00' 5.00' 10 .00 8.00' 5.50' 10 00 ' 7 50 ' 5 .00' 5.00' 5 .00' 5.00' 5.00' 5 .00' 5.00' 5.00' 8 .00' 5.00' 9 .00' 5.00' LEVEL LANDING AREA SURFACE DETECTABLE WARNING XXX.XX ME XXX.XX ME RAMP TYPE B CURB EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC ISLAND CUTTHROUGH CONFIG ISL-1: XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX RAMP TYPE B CURB XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC ISLAND CUTTHROUGH CONFIG ISL-1: XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX RAMP TYPE B CURB XXX.XX ME XXX.XX ME EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC CURB (2) TYPE A HEIGHT VARIABLE XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC CUTTHROUGH ISLAND CONFIG ISL-1: XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX CURB RAMP TYPE B EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL ME TC BC LEGEND END MAINTENANCE SIGN TRAFFIC SIGNAL GAS VALVE PULL BOX TRAFFIC SIGN WATER VALVE SIGN PULL BOX TRAFFIC SIGNAL TRAFFIC PULL BOX COMMUNICATION SIGN SIGN PULL BOX TRAFFIC SIGN MAINTENANCE END SIGNAL TRAFFIC SIGNAL TRAFFIC PULL BOX TRAFFIC GAS VALVE PULL BOX TRAFFIC BOX CONTROL SIGNAL TRAFFIC METER ELECTRIC POLE UTILITY SIGN FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
i
i
CHESTERFIELD PARKWAY WEST
CHESTERFIELD PARKWAY WEST AND JUSTUS POST
DETAIL P NORTH
NOTES
ORDER TO PREVENT TRIPPING HAZARDS, RETURN CURBS AND
CHESTERFIELD PARKWAY WEST
ll t h h R E SP ON S I B I L I T Y S C A
i f i ti pon i b ility f DESIGNED:
by KDF
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 SMW
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 KDF
i
nd d
i
S
by d i l i O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
ny li it d $DATE$ E A NG I N EE R I NG CC E SS -
h i h XXMSD-XXXXX 18S, 19S OF 24
f h l ting
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P.R.I.M .U.E. (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (RELOCATE) (RELOCATE) (A.T.G.B.O.) P.S.E. P.SE T S C .L T.S.C.L. N N 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' JU S T U S P O S T R D 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5'
P O S T R D JU S T U S
DETAIL Q SOUTH
ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 18
XXX.XX ME S H EET 5 O F 7 C U RB R A M P D ET A I L S M AX 8 33 % MAX
MAX 8.33% M AX 8 33% MAX 8.33% M AX 8 33% RAMP (7" THICK) PAY ITEM. WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB 3) PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED. SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE GRADING
IN
2) 2.0% ALL CROSS SLOPES
ALL RUNNING SLOPES ON LANDINGS TO NOT EXCEED 1) LEVEL LANDING AREA SURFACE DETECTABLE WARNING 5 00 5 00 ' 5 00 ' 5 00 ' 500' 6 00 CURB (2) HEIGHT TYPE A VARIABLE XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC TYPE E CURB RAMP EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX RAMP TYPE B CURB EL XXX.XX EL XXX.XX CURB (2) TYPE A HEIGHT VARIABLE XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC TYPE S CONCRETE CURB, EL XXX.XX EL XXX.XX CURB (2) TYPE A HEIGHT VARIABLE XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC 5.00' XXX.XX ME XXX.XX ME EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT TYPE S CONCRETE CURB, TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX TYPE B CURB RAMP EL XXX.XX XXX.XX ME XXX.XX ME 5.00' 5 00 ' 6 00 ' 500' 5 00 ' 6.00' 5 00 ' 5 00 ' 5.00' 5 00 5.00' EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX XXX.XX ME EL XXX.XX TYPE 2,3 CURB RAMP TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX A CURB (2) HEIGHT TYPE VARIABLE EL XXX.XX XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX 5 .00'MIN S CURB, TYPE CONCRETE EL ME TC BC LEGEND CONTROL BOX TRAFFIC SIGNAL PULL BOX TRAFFIC SIGNAL TRAFFIC PULL BOX TRAFFIC TRAFFIC SIGNAL 19S1-112D INLET DOUBLE CURB PULL BOX TRAFFIC TRAFFIC SIGNAL END MAINTENANCE SIGN GAS VALVE TRAFFIC PULL BOX TRAFFIC SIGNAL 19S1-110D MANHOLE NO MSD ID MANHOLE END MAINTENANCE SIGN 500' XXX.XX EL EL XXX.XX FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
CHESTERFIELD PARKWAY WEST AND JUSTUS POST
833%
CAN BE PERFORMED TO SURROUNDING VEGETATIVE AREAS THAT IS NON-TRANSVERSIBLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF
AND
i
CHESTERFIELD PARKWAY WEST
CHESTERFIELD
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 R E SP ON S I B I L I T Y S C A
h i h DESIGNED:
ny li it d
by d i l i
ll t h h
i f i ti pon i b ility f
i
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 $DATE$ E A NG I N EE R I NG CC E SS -
by O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
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KDF
KDF
SMW
XXMSD-XXXXX 18S, 19S OF 24
(U.I.P.) (U.I.P.) N 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5'
ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 19
S H EET 6 O F 7 C U RB R A M P D ET A I L S MAX 500% MAX 500% DETAIL R NORTH
PARKWAY WEST AND ENTRANCE RAMP (7" THICK) PAY ITEM. REPLACE CONCRETE SIDEWALK, CURB WILL BE INCLUDED IN THE REMOVE AND NOT BE PAID FOR SEPARATELY. CURB VARIABLE HEIGHT TYPE A CURB WILL 3) AVOIDED. PEDESTRIAN ACCESS ROUTE SHALL BE VERTICAL CURBS ADJACENT TO THE IS SIMILAR TO ADJOINING SLOPES, SURROUNDING VEGETATIVE AREAS THAT GRADING CAN BE PERFORMED TO USED ONLY WHEN NECESSARY. IF NON-TRANSVERSIBLE FLARES MAY BE HAZARDS, RETURN CURBS AND IN ORDER TO PREVENT TRIPPING 2) 2.0% SLOPES ON LANDINGS TO NOT EXCEED ALL CROSS SLOPES AND ALL RUNNING 1) 1000' 7 50 ' 10.00' 8 00 XXX.XX ME EL XXX.XX XXX.XX ME EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC TYPE B CURB RAMP XXX.XX ME XXX.XX TC CURB (2) TYPE A HEIGHT VARIABLE LEVEL LANDING AREA SURFACE DETECTABLE WARNING TYPE B CURB RAMP XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC CURB (2) TYPE A HEIGHT VARIABLE EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX CURB (2) HEIGHT TYPE A VARIABLE EL XXX.XX EL ME TC BC LEGEND HYDRANT FIRE SIGN FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
NOTES
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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 R E SP ON S I B I L I T Y S C A
CHESTERFIELD PARKWAY WEST AND FONTAINE DR/CLARKSON RD
DETAIL S NW QUADRANT
CHESTERFIELD PARKWAY WEST AND FONTAINE DR/CLARKSON RD
DETAIL T NE QUADRANT
NOTES
DETAIL
CHESTERFIELD PARKWAY
h i h DESIGNED:
ny li it d
by d i l i
ll t h h
i f i ti pon i b ility f
i
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 $DATE$ E A NG I N EE R I NG CC E SS -
by O 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 W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
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S
f h l ting
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KDF
KDF
SMW
XXMSD-XXXXX 18S, 19S OF 24
(U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (RELOCATE) (RELOCATE) (A.T.G.B.O. (A.T.G.) N N N N C L A R K S ON R D 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' C L A R K S ON R D 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' 0 SCALE IN FEET 5 10 15 SCALE: 1" = 5' CHESTERFIELD PARKWAY WEST CHESTERFIELD PARKWAY WEST
PARKWAY WEST CHESTERFIELD PARKWAY WEST F ON T A IN E D R F ON T A IN E D R ELEVATION MATCH EXISTING BOTTOM OF CURB TOP OF CURB SPOT GRADE LOCATION FLOW ARROW 20
CHESTERFIELD
S H EET 7 O F 7 C U RB R A M P D ET A I L S MAX 8 .33% MAX 8.33% M AX 8 33 %
U SW QUADRANT
DETAIL V SE QUADRANT
WEST AND FONTAINE DR/CLARKSON RD MAX 8 .33% MAX8.33% RAMP (7" THICK) PAY ITEM. REPLACE CONCRETE SIDEWALK, CURB WILL BE INCLUDED IN THE REMOVE AND NOT BE PAID FOR SEPARATELY. CURB VARIABLE HEIGHT TYPE A CURB WILL 3) AVOIDED. PEDESTRIAN ACCESS ROUTE SHALL BE VERTICAL CURBS ADJACENT TO THE IS SIMILAR TO ADJOINING SLOPES, SURROUNDING VEGETATIVE AREAS THAT GRADING CAN BE PERFORMED TO USED ONLY WHEN NECESSARY. IF NON-TRANSVERSIBLE FLARES MAY BE HAZARDS, RETURN CURBS AND IN ORDER TO PREVENT TRIPPING 2) 2.0% SLOPES ON LANDINGS TO NOT EXCEED ALL CROSS SLOPES AND ALL RUNNING 1) 5 00 500' 5 0 0 5 .00' 500' 5 .00' 5 .00' 6.25' 500' 5.00' 5 00 7 .00' 9.00' 8.00' 5.15' 7 .00' 500' 5 .00' 5 00 LEVEL LANDING AREA SURFACE DETECTABLE WARNING XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX TYPE S CONCRETE CURB, XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC CURB (2) TYPE A HEIGHT VARIABLE CURB RAMP TYPE B XXX.XX ME XXX.XX ME XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC THROUGH ISLAND CONFIG ISL-1: CUT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC CURB RAMP TYPE D EL XXX.XX XXX.XX ME XXX.XX ME CURB (2) TYPE A HEIGHT VARIABLE XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC THROUGH ISLAND CONFIG ISL-1: CUT TYPE S CONCRETE CURB, XXX.XX ME XXX.XX TC EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX ME EL XXX.XX CURB RAMP TYPE B EL XXX.XX EL XXX.XX CURB (2) HEIGHT TYPE A VARIABLE XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC THROUGH ISLAND CONFIG ISL-1: CUT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX CURB (2) TYPE A HEIGHT VARIABLE XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX TYPE S CONCRETE CURB, XXX.XX ME XXX.XX ME CURB RAMP TYPE B EL XXX.XX EL XXX.XX SIGN SIGN SIGN SIGN SIGN EL ME TC BC LEGEND SIGN HYDRANT FIRE 19S1-249D MANHOLE SIGNAL TRAFFIC CONTROL BOX TRAFFIC SIGNAL PULL BOX TRAFFIC PEDESTAL TELEPHONE NO MSD ID MAHOLE TRAFFIC SIGNAL SIGN END MAINTENANCE PULL BOX TRAFFIC NO MSD ID GRATE INLET GAS VALVE PULL BOX COMMUNICATION SIGNAL TRAFFIC PULL BOX TRAFFIC PULL BOX TRAFFIC SIGNAL TRAFFIC PULL BOX COMMUNICATION 5 .00' FEDERAL PROJECT NO. STP-5410(632) AR-1768 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6905D-22 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: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
CHESTERFIELD PARKWAY WEST AND FONTAINE DR/CLARKSON RD
i
(Formerly Chesterfield AirportRd)
WILD HORSE CREEK RD
IN EXIST. CONDUIT (UIP) ADD 2-4c#18(APS), IN EXIST. CONDUIT (UIP) ADD 2-2c#18(S),
WILD HORSE SOU TH CH E STE R F IELD
I-64/STATE RTE 40
PULL BOXTRAFFIC CLEANOUT
T
1-P.B.
G Y R GYR GYY R
CONCRETE NO 7
ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE ISLAND CONCRETE
y do c u m e n t s i n t e nd e d t o b e I h
G Y R Y G Y R
nd I by
1-P.B. 5
END MAINTENANCE SIGN TRAFFIC SIGNAL PULL BOXTRAFFIC PULL BOXTRAFFIC
END MAINTENANCE SIGN TRAFFIC SIGNAL
GYR GGYR 22' 22'
CSIDEWALK ONCRETE CSIDEWALK ONCRETE C ON CR ETE SIDEW ALK
1-P.B. 1-P.B.
MANHOLE TELEPHONE PULL BOXFIBER OPTIC
MAINTENANCE SIGN END CONTROL BOX TRAFFIC SIGNAL
CONCRETE
N17° 58'26"W 135 .71' t ytiC o f tsehC leirf d BD 15 871 gP 612 10 5 W P r a e t iSed a l k E m t US SURVEY 415 US SURVEY 123 LO T 5 O F S U B D W ES T HALF U S S U R 415 LO T 6 O F S U B D W ES T HALF U S S U R 415 W/Cap SET IROD W/Cap SET IROD W/Cap SET IROD
CURB CONCRETE CURB CONCRETE CONCRETE CURB ASPHALT CURB
W"31'20°17S '74.135
by DESIGNED:
h i h
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by d i l i
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e po s o o e D r a w ing s S p ec i f i ca ti on s i b ilit f
i f t h t t h R E SP ON S I B I L I T Y D I S C L A I M E R O F -
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4/16/2021
STP-5410(632) 18S, 19S ( S H EET 1 O F 1 ) S I GNA L L AYOU T
6905D-22 C H P K W Y / W H C R D R E S U R F A C I NG W E S T ( S OU T H ) C H E S TE R F I EL D P A R K W AY
P U B L I C W O R K S T R AN SP O R T A T I ON
AR-1768 D. SHANE
FEDERAL PROJECT NO. E-W GATEWAY TIP NO. 4 / 16 / 2021 9 06 33 A M \\ h r g r ee n c o m \ H R G \ D a t a \ 2020 \ 200002 \ C AD \ R o a d w a \y C on s t r u c tion_ P l a n s \ 1768SR D27_ S ign a l L a 4tyouW H C dgn OF
E. NKETAH
E. NKETAH 24 24
SHEET SEQUENCE: COUNTY PROJECT NO. V S ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:
i
j j jj j j jj 8 T itl 19239086K EE 18 S 410206 16190 C eh s t e rf il d P k y W e s t D B 7754 P g 1034 C h s t e rf i l d V ill a g I c N / F P B 166 P G 84 A R E A " A P" HA S E ON E P L A T T W O C H E S TE R F I EL D V I LL AG E 00+0 1 + 00 00+2 SCALE 60 40 20 0 improvements. prior to any grading, excavation or construction of responsibility of the Contractor, and shall be verified or not shown on these plans, shall be the existing facilities, structures and utilities either shown approximate only. Verification of the locations of all if shown on these plans, shall be considered Existing underground facilities, structures and utilities, FACILITIES, STRUCTURES AND UTILITIES NOTE: L I C E N S E NO E29833 P R O F E SS I ONA L E NG I N EE R DAN I EL T S HAN E approved. for viewing on the date the signal plans were effect for this project will be those drawings available of drawings is current. The Standard Drawings in Standard Drawings Errata Sheet to ensure their set The Contractor shall be responsible for checking the the signal plans were approved. project will be those available for viewing on the date The Section 904 specifications in effect for this signalization equipment. at all times during construction/installation of the Contractor shall have said references on the job site 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 Unless noted otherwise, all traffic signal work on this TRAFFIC SIGNAL PRECONSTRUCTION NOTE: Transportation. installed by the Saint Louis County Department of Eingineer. Permanent striping at the intersection will be installation of temporary striping as required by the shall perform all grinding of existing striping and advance of any striping related work. The Contractor (Striping Section) at (314) 615-0233, 24 hours in Department of Transportation's Division of Operations The Contractor shall notify the Saint Louis County STRIPING NOTE: DIRECTED BY THE ENGINEER. EXISTING LEAD-IN CABLES AS DETECTOR LOOP CABLES TO DETECTOR LOOPS, SPLICE NEW WHERE REPLACING EXISTING UNLESS SPECIFIED OTHERWISE. CONDUITS ARE USED IN PLACE, ALL EXISTING CABLES AND N w/PED. EAST SIDE S.B. THRU - CHESTERFIELD PARKWAY WEST N.B. LEFT - CHESTERFIELD PARKWAY WEST w/PED. SOUTH SIDE E.B. - WILD HORSE CREEK ROAD w/PED. EAST SIDE N.B. THRU CHESTERFIELD PARKWAY WEST S.B. LEFT - CHESTERFIELD PARKWAY WEST SIGNAL PHASING (EXIST.) PHASE 6 + PED. PHASE 5 (EXIST.) (EXIST.) PHASE 4 + PED. (EXIST.) PHASE 2 + PED. PHASE 1 (EXIST.) IN SAWED SLOT (TYP.) 2-1c#14 w/TUBE JACKET, IN 2" CONDUIT (NEW) 1-4c#18(APS), 1-2c#18(S), 1-1c#6(G), IN EXIST. CONDUIT (UIP) ADD 2-4c#18(APS) IN 2" CONDUIT (NEW) 1-4c#18(APS), 1-2c#18(S), 1-1c#6(G), IN EXIST. CONDUIT (UIP) ADD 4-2c#18(S) IN EXIST. PULLBOX 4 DRILL 8 OPENINGS IN SAWED SLOT (TYP.) 2-1c#14 w/TUBE JACKET, IN EACH OF SIX 1" CONDUITS 2-1c#14 w/TUBE JACKET, IN 2" CONDUIT (NEW) 1-4c#18(APS), 1-2c#18(S), 1-1c#6(G), IN EXIST. PULLBOX 1 DRILL 8 OPENINGS IN 2" CONDUIT (NEW) 1-4c#18(APS), 1-2c#18(S), 1-1c#6(G), IN EACH OF SIX 1" CONDUITS 2-1c#14 w/TUBE JACKET, 1 1 4 5 4 6'X 20' 6'X 20 1a 4a POT STA 0+00.00 00+0 4b 1b 6'X 20' 6'X 20' 6'X 20' 6'X 20' 6'X 20' 6'X 20 ' 6 X 20 ' 6'X 20 ' 6'X 20 6 X 20 ' 43 51 42 41 22 21
CREEK ROAD P A R K W A Y
S OUTER FORTY