AR-1745 Right-of-Way Plans by STLCOGOV

09G & 09F NOT FOR CONSTRUCTION

M A T C H L I N E S T A

2 0 + 5 0 0 0 M A T C H L I N E S T A

LEGEND - PAVED APPROACH - 3" MILL AND OVERLAY

TRANSPORTATION FROM EXISTING RIGHT OF WAY WAS PROVIDED BY ST. LOUIS COUNTY DEPARTMENT OF EXISITING PROPERTY AND RIGHT OF WAY INFORMATION

FILLED AS ST.

2 6 + 0 0 0 0 - T.S.C.L. SURVEYS. MISSOURI STANDARDS FOR PROPERTY BOUNDRY CONSTITUTE A BOUNDRY SURVEY THAT MEETS THE PROVIDED INFORMATION. THESE PLANS DO NOT BEEN MADE RELATIVE TO THE ACCURACY OF THE ON SAID PROVIDED DOCUMENTATION. NO REVIEW HAS THE PROPOSED EASEMENTS SHOWN HEREON ARE BASED LOUIS COUNTY SURVEY SECTION REQUEST 2021-01. SURVEY FOR PROJECT NO. AR-1745,

b O N S I B I L I T Y S C A

h i h

y l i i d

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

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

i f t h t t h O 10/04/2021 P U B L I C W O R K S T R A N S P O R T A T I O N A D A I M P R O V E M E N T S R E S U R F A C I N G & R E D M A N R O A D

d d

A C E A P P R O A C H 2 5 0 A T R / W M / O A S P H A L T S T A 2 2 5 R E P L A C / W H A L T 2 2 5 1 8 REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING SAWCUT SAWCUT CURB RAMP LANDING CURB RAMP LANDING SAWCUT SAWCUT REMOVE AND REPLACE CURB RAMP CURB RAMP LANDING LIMITS OF RESURFACING LIMITS OF RESURFACING LIMITS OF RESURFACING S-PERP-4 CONFIGURATION REBUILD AS REPLACE CURB RAMP REMOVE AND S-PERP-4 CONFIGURATION REBUILD AS S-COMB-3 CONFIGURATION REBUILD AS S-COMB-3 CONFIGURATION REBUILD AS CURB RAMP REMOVE AND REPLACE T S C L T S C L STOP IMPROVEMENT BI-STATE TYPE 1 BUS CURB RAMP REMOVE EXISTING CONCRETE CURB RAMP CONCRETE REMOVE EXISTING 966 734 732 961 962 963 964 965 10.00' N89°15'50"W 5.00' N0°44'10"E 10.00' S89°15'50"E R=15.00' L=23.56' CD=21.21' CB=N45°44'10"E R=541.39' L=10.00' CD=10.00' CB=N1°15'55"E 5.00' S89°15'50"E R=536.39' L=10.00' CD=10.00' CB=S1°16'13"W R=20.00' L=31.42' CD=28.28' CB=S45°44'10"W 956 737 735 957 952 953 954 955 5.00' N89°15'50"W R=20.00' L=31.42' CD=28.28' CB=N44°15'50"W R=486.39' L=5.00' CD=5.00' CB=N1°01'50"E 5.00' S89°15'50"E R=15.00' L=23.56' CD=21.21' CB=S44°15'50"E 5.00' S89°15'50"E 5.00' S0°44'10"W SEE DETAIL "C" SEE DETAIL "D" R=481.39' L=5.00' CD=5.00' CB=S1°02'01"W 187 S.F. (0.0043 AC.) T.S.C.L. 13156.53 S.F. (0.2967 AC.) REM. PROP. 13156.53 S.F. (0.3020 AC.) EX. PROPERTY 237 S.F. (0.0055 AC.) T.S.C.L. 13550.96 S.F. (0.2967 AC.) REM. PROP. 13550.96 S.F. (0.3011 AC.) EX. PROPERTY L O T 1 7 1 L O T 1 7 2 L O T 1 7 0 L O T 1 7 1 L O T 1 6 9 L O T 1 7 0 L O T 1 6 8 L O T 1 6 9 L O T 1 9 1 L O T 1 9 1 PB 96 PG 62 HATHAWAY MANOR NO. 19 PB 96 PG 62 HATHAWAY MANOR NO. 19 L O T 1 9 2 7 L O T 1 9 2 6 L O T 1 9 2 7 O 1 9 4 0 L O T 1 9 4 1 L O T 1 9 4 0 L O T 1 9 4 2 L O T 1 9 4 1 O 9 3 L O T 1 9 4 2 S89°15'50"E 457.02' N89°15'50"W 200.00' N89°15'50"W 90.00' S89°15'50"E 90.00' 105.00' 228.84' R=20.00' L= 31.42' R= 20.00' L= 31.42' 106.00' R=20.00' L= 31.42' R= 2000' L= 3142' S 0 0 4 4 1 0 W S 0 0 4 4 1 0 W S89°15'50"E S89°15'50"E N 0 0 4 4 1 0 E N 0 0 4 4 1 0 E S89°15'50"E N89°15'50"W 228.87' FND I. PIPE FND CONC. MON.(B.I.) FND CONC. MON.(top broken) FND I. ROD 10'W Esmt. PB 125 Pg 62 5 W Esm P B 1 2 5 P 62 9 6 g 6 2 g 5 W E t P B 9 6 P 6 2 5 W E t P B 9 6 P 6 2 Loc. #09G620336 5210 Ponawanda Tr. DB 23410 Pg 782 Henderson, Scott L. N/F Loc. #09G620347 5220 Ponawanda Tr. DB 6982 Pg 1415 Harris, Lionel & Sylvia M. N/F Loc. #09G620358 5230 Ponawanda Tr. DB 7172 Pg 454 Person, George E. & Bobbie E. N/F Loc. #09G341079 2744 Redman Rd. DB 7974 Pg 2490 May, William J. & Jacqueline C. N/F Loc. #09G341080 2738 Redman Rd. DB 18163 Pg 489 Beckman, Joyce L. N/F Loc. #09G341091 2732 Redman Rd. DB 16260 Pg 2753 Fox, Joyce E. N/F 10' Widening Dedicated to Public Use PB 96 Pg 62 W/Cap SET IROD W/C p SET IROD W/Cap SET IROD W/Cap SET IROD W/Cap SET IROD W/Cap SET IROD W/Cap SET IROD W/C p SET IROD Report #20-167035KEE Loc. #09G341156 2750 Redman Rd. DB 23524 Pg 797 Grady, Kenneth C. N/F 1 0 W E P B 1 2 5 P 6 2 DB 7571 Pg 1372 10'W Esmt. to M.S.D. Report #20-267036-KEE Loc. #09G341178 2760 Redman Rd. DB 19877 Pg 859 Davis, Alan C. N/F Report #20-267048-KEE Loc. #09G620314 11249 Prentice Dr. DB 19014 Pg 549 Darris, Angela N/F Report #20-267047-KEE Loc. #09G620325 5200 Ponawanda Tr. DB 17285 Pg 4906(Beneficiary Deed) DB 17285 Pg 4904 Boling, Loure, E. N/F Report #20-267062-KEE Loc. #09G341189 2770 Redman Rd. DB 21422 Pg 2103 Washington, Booker T. III N/F Loc. #09G620369 5240 Ponawanda Tr. DB 19738 Pg 1599 Jordan, Cassie A. N/F 33 7 19 6 18 NO ACQUISITION NO ACQUISITION NO ACQUISITION Variable Width Widening Dedicated to Public Use PB 125 Pg 62 S89°15'50"E 370.00' S89°15'50"E 457.02' PB 125 PG 62 HATHAWAY TRAILS PLAT 2 PB 125 PG 62 HATHAWAY TRAILS PLAT 2 N89°15'50"W 629.78' P R E N T I C E D R P R E N T I C E D R 5 0 W P B 9 6 P g 6 2 5 0 W P B 1 2 5 P G 6 2 10' Widening Dedicated to Public PB 96 Pg 62 j j j j j j j j ASPHALT ROAD ASPHALT STREET LIGHT (UIP) STREET LIGHT (UIP) PULL BOX (UIP) TRAFFIC UTILITY POLE (UIP) CURB INLET (UIP) CURB INLET (UIP) PULL BOX (U.I.P.) TELEPHONE CURB INLET (UIP) GAS VALVE (ATG) MANHOLE (UIP) CURB INLET (UIP) UTILITY POLE (UIP) PULL BOX (UIP) TRAFFIC UTILITY POLE (UIP) (UIP) MANHOLE (DND) (APPROX LOCATION) CONC STAIRS (DND) DRIVE CONCRETE BUS STOP SIGN (UIP) MAILBOX (UIP) FIRE HYDRANT (UIP) 20 TREE (DND) (DND) DRIVE CONCRETE SHRUB LINE (DND) 30 TREE (DND) (DND) DRIVE CONCRETE 36 TREE (DND) MAILBOX (UIP) MAILBOX (UIP) (DND) DRIVE CONCRETE (DND) DRIVE CONCRETE MAILBOX (UIP) MAILBOX (UIP) (DND) DRIVE CONCRETE 24 TREE (DND) (DND) LANDSCAPE AREA (DND) SUBDIVISION SIGN (DND) 30 TREE 30 TREE (DND) (DND) CONCRETE ROAD 18 TREE (DND) SUBDIVISION SIGN (DND) LANDSCAPE AREA (DND) BURIED CABLE SIGN (UIP) 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 JEREMIAH D. DITCH MO PLS-2020023887 &aw.r,@# rom g sclrEtEE ,{ut8ER 8.2{;/,57 4/20/23 ToddB.ScheibeCivilEngineer MO#E-24757 6963I-23 REDMAN ROAD RESURFACING NOT FOR CONSTRUCTION

f h l i g

j t d f

R E S P 09G & 09F P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E M.E.D N.P.B M.E.D. OF 23

y p

0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N 8 N N.T.S. DETAIL "C" T.S.C.L. N.T.S. DETAIL "D" T.S.C.L. S H E E T 6 O F 1 9 R I G H T O F W A Y S H E E T 95.00' 79.91' FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 69631-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

R E S P O N S I B I L W/ Cap SET I.ROD j TP ATS 33+33 78.

i f t h t t h Brown,Ronald(trustee) DB 18706 Pg2059

NOT FOR CONSTRUCTION

h i h A

y l i i d DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

I T Y S C JEREMIAH D. DITCH MO PLS-2020023887 &aw.r,@#

6963I-23 REDMAN ROAD RESURFACING

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

d d

f h l i g

j t d f

y p

d a u t h o r i z e d by m y s e a l a r e d o c u m e n t s i n t e n d e d t o b e I h O 10/04/2021 P U B L I C W O R K S T R A N S P O R T A T I O N A D A I M P R O V E M E N T S R E S U R F A C I N G & R E D M A N R O A D

b 09G & 09F P H O N E ( 6 1 4 ) 5 3 41 0 3 0 S T L O U I S M I S S O U R I 6 3 1 1 0 8 0 0 S V A N D E V E N T E R A V E 0 0 1 1 0 3 O F A U T H O R I T Y M I S S O U R I C E R T I F I C A T E M.E.D N.P.B M.E.D. OF 23

rom g sclrEtEE ,{ut8ER 8.2{;/,57

4/20/23 ToddB.ScheibeCivilEngineer MO#E-24757

0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N 9 S H E E T 7 O F 1 9 R I G H T O F W A Y S H E E T Report #20-267058-KEE Loc. #09F430026 2475 Redman Rd. North County Recreation Complex DB 6840 Pg 1556 St. Louis County N/F 29 L=264.10'R=924.93' LEGEND - 3" MILL AND OVERLAY M A T C H L I N E S T A 2 6 + 0 0 0 0

.00

SURVEYS. MISSOURI STANDARDS FOR PROPERTY BOUNDRY CONSTITUTE A BOUNDRY SURVEY THAT MEETS THE PROVIDED INFORMATION. THESE PLANS DO NOT BEEN MADE RELATIVE TO THE ACCURACY OF THE ON SAID PROVIDED DOCUMENTATION. NO REVIEW HAS THE PROPOSED EASEMENTS SHOWN HEREON ARE BASED LOUIS COUNTY SURVEY SECTION REQUEST 2021-01. SURVEY FOR PROJECT NO. AR-1745, FILLED AS ST. TRANSPORTATION FROM EXISTING RIGHT OF WAY WAS PROVIDED BY ST. LOUIS COUNTY DEPARTMENT OF EXISITING PROPERTY AND RIGHT OF WAY INFORMATION R E P L A C E A P P R O 3 5 2 A M / O S 1 SAWCUT SAWCUT CURB RAMP LANDING CURB RAMP REMOVE AND REPLACE LIMITS OF RESURFACING S-PAR-2 CONFIGURATION REBUILD AS D-PAR-1 CONFIGURATION REBUILD AS S-COMB-4 REBUILD AS CONFIGURATION SAWCUT 17 HATHAWAY TRAILS PLAT 2 PB 125 PG 62 L O T 1 6 9 L O T 1 6 8 L O T 1 6 8 L O T 1 6 7 L O T 1 6 7 L O T 1 6 6 L O T 1 6 6 L O T 1 6 5 TOL 561 TOL 461 LOT 163 LOT 164 HATHAWAY MANOR NO. 20 PB 99 PG 15 L O T 1 9 4 3 L O T 2 0 4 4 L O T 2 0 4 2 L O T 2 0 4 1 L O T 2 0 4 3 L O T 2 0 4 2 L O T 2 0 4 1 L O T 2 0 4 0 L O T 2 0 4 0 O 2 0 3 9 HATHAWAY MANOR NO. 20 PB 99 PG 15 N89°15'50"W 629.78' N89°15'50"W 100.00' 228.18' R=20.00' L= 31.42' R= 20.00' L= 31.42' 20.00' 20.00' 10W Utility Sewer& Drain g E t to St. Louis County PB 55 Pg 36 S89°15'50"E N89°15'50"W 228.24' 172.67' FND CONC. MON.(B.I.) FND CONC. MON.(B.I.) FND CONC. MON.(B.I.) 30.36' N89°15'50"W L=562.09'R=924.93' 1 0 W E t P B 1 2 5 P g 6 2 15'W Esmt. PB 99 Pg 15 g 5 W E t P B 9 9 P 1 5 52.55' N/F Jordan, Cassie A. DB 19738 Pg 1599 5240 Ponawanda Tr. Loc. #09G620369 N/F Burnette, Antwane DB 16556 Pg 2287 5250 Ponawanda Tr. Loc. #09G620370 N/F Wright, Sheila DB 21630 Pg 1318 5260 Ponawanda Tr. Loc. #09G620381 N/F Davis, Kevin DB 22238 Pg 3246 5270 Ponawanda Tr. Loc. #09G620392 N/F Love, Lucy DB 10687 Pg 1957 DB 10687 Pg 1959(Beneficiary Deed ) 11250 Wamsutta Tr. Loc. #09G620402 DB 16260 Pg 2753 N/F Dellard, Reginald E. & Norma J. DB 11092 Pg 11 2726 Redman Rd. Loc. #09G341134 L O T 2 0 4 4 L O T 2 0 4 3 N/F Wheeler, Anita M.(etal) DB 19128 Pg 68 2720 Redman Rd. Loc. #09G341123 N/F Yang, ShuLin DB 23639 Pg 221 2714 Redman Rd. Loc. #09G341112 N/F Ovation Property Holdings 2016-A, LLC DB 21962 Pg 1059 2519 Linnell Dr. Loc. #09G341145 10' Widening Dedicated to Public Use PB 99 Pg 15 Variable Width Widening Dedicated to Public Use PB 125 Pg 62 PONAWANDA TRAIL W/C p SET IROD W/Cap SET IROD W/Cap SET IROD CONC MON ADOPT:FND MSD DB 6563 Pg 614 10'W SewerEsmt t A P P R O X U S S U R 2 9 6 2 A P P R O X F R A C S E C 2 9 N/F Watkins, Jimmie DB 17459 Pg 3375 11191 Landseer Dr. Loc. #09G341101 Report #20-267046-KEE N/F Fox, Joyce E. DB 16260 Pg 2753 2732 Redman Rd. Loc. #09G341091 NO ACQUISITION H A T H A W A Y M A N O R N O 1 9 P B 9 6 P G 6 2 S55°55'00"W 1437.10' S89°15'50"E 457.02' L A N D S E E R D R 6 0 W P B 9 9 P g 1 5 j j j ASPHALT ROAD ASPHALT ROAD CONCRETE STREET LIGHT (UIP) (UIP) WATER VALVE CURB INLET (UIP) CURB INLET (UIP) UTILITY POLE (UIP) (UIP) HYDRANT FIRE (UIP) WATER VALVE UTILITY POLE (UIP) GUY WIRE (UIP) (UIP) AREA INLET CURB INLET (UIP) MANHOLE (ATG) WATER VALVE (ATG) CHAIN LINK FENCE (UIP) MANHOLE (UIP) MANHOLE (UIP) UTILITY POLE (UIP) PULL BOX (UIP) TELEPHONE CURB INLET (UIP) VALVE GAS (UIP) PULL BOX TRAFFIC MAILBOX (UIP) (DND) DRIVE CONCRETE MAILBOX (UIP) SHRUB LINE (DND) (DND) DRIVE CONCRETE (DND) 16 TREE SHRUB LINE (DND) (DND) 32 TREE (DND) DRIVE CONCRETE 20 TREE (DND) GAS VALVE (UIP) (UIP) GAS VALVE (DND) (APPROX LOCATION) CONC STAIRS (DND) (APPROX LOCATION) CONC STAIRS PC STA 27+53.54 2 7 + 0 0 2 9 + 0 0 00+03 2 8 + 0 0 954.93' R 299.43' T 580.32' L 6° 00' 00.0" D 34° 49' 10.0" (LT) 33+33.87 PT 27+53.54 PC 30+52.98 PI CURVE EX_REDMAN_1 L=580.32' R=954 93' FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 69631-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

MATCHLINE STA .31+00

MATCHLINE STA .33+20 .00

i f t h t t h

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

h i h

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

NO ACQUISITION NO ACQUISITION EXISTING R/W EXISTING R/W TSCL (UIP) ENTRANCE ASPHALT ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T (UIP)ENTRANCEASPHALT CONC. SIDEWALK (UIP) CONC SIDEWALK (UIP) (UIP) (UIP) RESURFACING LIMITS OF RESURFACING LIMITS OF RESURFACING LIMITS OF (UIP) FH (UIP) WATER VALVE (UIP) SIGN (UIP) UTILITY POLE (UIP) SIGN (UIP) MAIL BOX (UIP) UTILITY POLE MAIL BOX (UIP) PULL BOX (UIP) MAIL BOX (UIP) MSD# 09F1-010D (UIP) MSD# 09F1-011D (UIP) MSD# 09F1-159D (UIP) MSD# 09F1-013D (UIP) MSD# 09F1-014D (UIP) 1462.39' 40.95' 40.95' 1466.39' 41.06' 41.06' 4.00' P R O P G R AD E + 8 5 % / + 1 5 % AD A 1 1 8 P AV ED AP P R O AC H AT C L S T A 4 5 8 2 2 9 LT 1 5 W P R I V AT E EN T R AN C E PAD BUS STOP 500 501 S 28° 11' 48" E 4.00' N 29° 48' 04" W N 61° 00' 04" E S 61° 00' 04" W NOT IMPACT TOTAL REMAINING AREA PREVIOUSLY ESTABLISHED AND DOES REMAINING:10,771763 SF (247286 AC) 6967 SF (0160 AC)* ROW ESTABLISHED BY ORDINANCE 5445: PTSE:540 SF (0012 AC) TSCL:4276 SF (0098 AC) ORIGINAL:10771763 SF (247286 AC) TRANSPORTATION. DEPARTMENT AND THE DEPARTMENT OF BETWEEN THE ST. LOUIS COUNTY PARKS OF MAINTENANCE LIMITS AND RESPONSIBILITIES ONLY FOR THE PURPOSE OF DELINEATION NOTE: PARCEL 29 EASEMENTS ARE SHOWN M AT C H LI N E S T A 4 6 + 0 0 0 0 M A T C H L I N E S T A 4 1 + 0 0 0 0 (SLC) LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY - T.S.C.L. 500 501 501 502 502 503 503 500 LENGTH POINT TO POINT AREA BEARING (CHB) RADIUS CHL LINE AND CURVE TABLE T S C L ( B ) P A R C E L 2 9NOT FOR CONSTRUCTION

d d

f h l i g

j t d f

y p

S00°42 32"W 787.95 8.64' FND CONC. MON.(B.I.) W/Cap(Boles) FND I. PIPE APPROX. N/S CENTER LINE FRAC. SEC. 29 FND CONC. MON.(B.I.) APPROX. N/S CENTER LINE FRAC. SEC. 29 10'W Esm t PB 55 Pg 36 j j 10'W Esm t to Union Electric Co. DB 9720 Pg 909 L=20521'R 1402.39' S00°42'32"W S00°42'32"W S00°42'32"W S 3 4 0 5 0 0 E PL PL PL PL N55°55'00"E 1121.25' S55°55'00"W 1437.10' Loc. #09F410194 2594 Redman Rd. DB 14284 Pg 1696 Stricker, Donald R. & Robin N/F Loc. #09F410204 2586 Redman Rd. DB 21594 Pg 2589 Joint Ops Properties, LLC N/F Report #20-276996-KEE Loc. #09F410105 2580 Redman Rd. DB 14991 Pg 1342 Hatten, Jeff (trustee) N/F Report#20-276995-KEE Loc #09F410116 2574 Redman Rd DB 17279 Pg 1572 Decker,EarlD (trustee) N/F PB 313 PG 9 BOUNDARY ADJUSTMENT PLAT LOT 5 PB 313 PG 9 BOUNDARY ADJUSTMENT PLAT LOT 6 Report #20-267059-KEE Loc. #09F410183 2600 Redman Rd. DB 17318 Pg 4518 CRAVIV, LLC N/F 29 DB 6840 Pg 1556 St Louis County N/F Report#20-267058-KEE Loc #09F430026 2475 Redman Rd North County Recreation Complex 37 38 L= 10929'R 146239' j j jj j L= 36537'R= 146239' P C S T A 4 4 + 5 5 1 2 4 2 + 0 0 4 3 + 0 0 4 4 + 0 0 4 5 + 0 0 PI 47+28.52 PC 44+55.12 PT 49+95.43 L 540.31' T 273.40' R 1,432.39' CURVE EX_REDMAN_2 FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963I-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

REDMAN AVE.

i f t h t t h

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

h i h

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

d d

f h l i g

I DESIGNED: R E S P O N S I B I L I T Y S C A O P U B L I C W O R K S T R A N S P O R T A T I O N 09G & 09F B.EADS R E S U R F A C I N G R E D M A N R O A D OF 23 4/13/2023 C.LEE C.LEE OF TEAST OFE ON ENG N R MISSOURI PE-2002016646 NUMBER STEPHEN EADS BRIAN ELECTRONICALLY. SIGNED, SEALED AND DATED THIS SHEET HAS BEEN PR SSI I EE AL N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' S H E E T 1 4 O F 1 9 R O W S H E E T 16 MISSOURI OF STATE * * R YO PRO EARLES DAVID S. NUMBER 4/13/2023 SURVEYS. MEETS THE MISSOURI STANDARDS FOR PROPERTY BOUNDARY PLANS DO NOT CONSTITUTE A BOUNDARY SURVEY THAT THE ACCURACY OF THE PROVIDED INFORMATION. THESE DOCUMENTATION. NO REVIEW HAS BEEN MADE RELATIVE TO SHOWN HEREON ARE BASED ON SAID PROVIDED SECTION REQUEST 2021-01. THE PROPOSED EASEMENTS PROJECT NO. AR-1745, FILLED AS ST. LOUIS COUNTY SURVEY TRANSPORTATION FROM EXISTING RIGHT OF WAY SURVEY FOR PROVIDED BY ST. LOUIS COUNTY DEPARTMENT OF EXISTING PROPERTY AND RIGHT OF WAY INFORMATION WAS REDMAN AVE. EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W ( U I P ) E N T R A N C E C O N C R E T E ( U I P ) E N T R A N C E C O N C R E T E ( U I P ) E N T R A N C E C O N C R E T E ( U I P ) E N T R A N C E C O N C R E T E CONC SIDEWALK (UIP) CONC. SIDEWALK (UIP) RESURFACING LIMITS OF RESURFACING LIMITS OF (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) VALVE WATER (UIP) VALVE GAS MH (UIP) (UIP) PULL BOX (UIP) MAIL BOX (UIP) MAIL BOX (UIP) MAIL BOX (UIP) PULL BOX (UIP) MAIL BOX MSD# 09F1-041D (UIP) MSD# 09F1-042D (UIP) MSD# 09F1-033S (UIP) MSD# 09F1-032S (UIP) REMAINING:820960 SF (18847 AC) PSE:335 SF (0008 AC) PRIMUSSE:112 SF (0003 AC) TSCL:1457 SF (0033 AC) EXISTING:820960 SF (18847 AC) REMAINING:820960 SF (18847 AC) PSE:335 SF (0008 AC) PRIMUSSE:112 SF (0003 AC) TSCL:1457 SF (0033 AC) EXISTING:820960 SF (18847 AC) M A T C H L I N E S T A 6 1 + 0 0 0 0 M A T C H L I N E S T A 6 5 + 5 0 0 0 LEGEND - PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAYNOT FOR CONSTRUCTION

j t d f

y p

L O T 8 8 L O T 8 9 L O T 8 7 L O T 8 8 L O T 8 6 L O T 8 7 L O T 8 5 L O T 8 6 N70°25'15"E 520.00' 5.00' S19°34'45"E Z 210.00' FND I. PIPE 105.00' 5 W E t P B 7 1 P 3 5 5 W E t P B 7 1 P 3 5 5'W Esmt. PB 71 Pg 35 j j W/Cap SET I. ROD W/Cap SET I. ROD PL PL PL PL Loc. #09F530577 2371 Redman Rd. DB 19248 Pg 1303 McKenna, Kenneth (Trustee) N/F Loc. #09F530588 2361 Redman Rd. DB 19248 Pg 1303 McKenna, Kenneth (Trustee) N/F Loc. #09F530038 2355 Redman Rd. DB 21662 Pg 4550(4616) CSMA BLT, LLC N/F Loc. #09F530049 2349 Redman Rd. DB 10150 Pg 1053 Little, Joseph A. & Wilma Jean N/F Loc. #09F530050 2341 Redman Rd. DB 17519 Pg 1617 Mitchell, John A. & Beth A. N/F PB 71 PG 35 FAIR ACRES No. 1 Report #20-267032-KEE (par. 3) Loc. #09F510755 2324 Redman Rd. DB 6554 Pg 197 Hazelwood School District N/F 3 104.00' 245.00' N70°25'15"E 1042.43' N70°25'15"E 1953.96' j 6 2 + 0 0 6 3 + 0 0 6 4 + 0 0 6 5 + 0 0 6 6 + 0 0 FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963I-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

SURVEYS. MEETS THE MISSOURI STANDARDS FOR PROPERTY BOUNDARY PLANS DO NOT CONSTITUTE A BOUNDARY SURVEY THAT THE ACCURACY OF THE PROVIDED INFORMATION. THESE DOCUMENTATION. NO REVIEW HAS BEEN MADE RELATIVE TO SHOWN HEREON ARE BASED ON SAID PROVIDED SECTION REQUEST 2021-01. THE PROPOSED EASEMENTS PROJECT NO. AR-1745, FILLED AS ST. LOUIS COUNTY SURVEY TRANSPORTATION FROM EXISTING RIGHT OF WAY SURVEY FOR PROVIDED BY ST. LOUIS COUNTY DEPARTMENT OF EXISTING PROPERTY AND RIGHT OF WAY INFORMATION WAS

MISSOURI OF STATE * * R YO PRO EARLES DAVID S. NUMBER 4/13/2023

EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W ( U I P ) E N T R A N C E C O N C R E T E CONC SIDEWALK (UIP) CONC SIDEWALK (UIP) CONC SIDEWALK (UIP) (UIP) (UIP) CONFIGURATION S-PERP-6 PR PEDESTRIAN RAMP CONFIGURATION S-PERP-6 PR PEDESTRIAN RAMP S CURB PR TYPE S CURB PR TYPE R E S U R F A C I N G L I M I T S O F RESURFACING LIMITS OF RESURFACING LIMITS OF RESURFACING LIMITS OF (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) SIGN (UIP) SIGN (UIP) SIGN (UIP) SIGN (UIP) SIGN (UIP) SIGN (UIP) VALVE WATER (UIP) VALVE GAS (UIP) INLET GRATE MH (ATG) MH (UIP) MAIL BOX (UIP) (UIP) PULL BOX (UIP) SIGN (UIP) MEDIAN RAISED PULL BOX (UIP) PULL BOX (UIP) MSD# 09F2-260D (UIP) MSD# 09F2-261D (UIP) MSD# 09F2-270D (UIP) MSD# 09F2-268D (UIP) MSD# 09F2-272D (UIP) MSD# 09F2-143S (UIP) NO ACQUISITION (REMOVE EXIST.) BUS STOP PAD BUS STOP PAD CONCRETE ENTRANCE (R) CONFIGURATION S-COMB-4 PR PEDESTRIAN RAMP CONFIGURATION S-PERP-8 PR PEDESTRIAN RAMP M A T C H L I N E S T A 8 8 + 5 0 0 0 M A T C H L I N E S T A 8 3 + 0 0 0 0

i f t h t t h R E S P O N S I B I L I T Y S C A

REDMAN AVE.

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

LEGEND

h i h

b DESIGNED:

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

d d

f h l i g

j t d f

y p

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

PR SSI I EE AL

OF TEAST OFE ON ENG N

MISSOURI PE-2002016646 NUMBER STEPHEN EADS BRIAN ELECTRONICALLY. SIGNED, SEALED AND DATED THIS SHEET HAS BEEN

4/13/2023 C.LEE C.LEE

09G & 09F B.EADS

R E S U R F A C I N G R E D M A N R O A D OF 23

N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' S H E E T 1 8 O F 1 9 R O W S H E E T 20

D B 46 9 P g 1 36 1 S t iu C n y P p tlau D r i an eg Ems t DB 5022 Pg 141 15'W Esm t to DelDevelopm ent Corp PB 123 Pg 66 10'W Esm t DB 6492 Pg 396 to St. Louis County Perpetual Drainage Esmt. DB 6496 Pg 2327 to St. Louis County Perpetual Drainage Esmt. PB 121 PG 48 MISSION PARK ESTATES PLAT ONE L O T 2 L O T 1 O 3 L O T 2 LOT 3 LOT 4 10'W Esmt. PB 121 Pg 48 1 0 W E P B 1 2 1 P g 4 8 1 0 W E t P 1 0 7 P g 9 LOT 71 LOT 70 PARK PB 121 PG 48 L A S L A D E R A D R 5 0 W P B 1 2 1 P g 4 8 N70°25'15"E 112.92' N70°25'15"E 302.09' 25.00' N19°34'45"W N29 08 1 5 W N70°25'15"E 95.00' N 1 9 3 4 4 5 W 1 7 3 0 0 75.00' N 1 9 3 4 4 5 W N70°25'15"E N70°25'15"E S 1 9 3 4 4 5 E R= 20.00' L= 31.42' R= 20.00'' L= 31.42' MON. (B.I.) FND CONC. 36.19' S69°50'52 W 35494' 39.67' S70°25'15"W 25.00' S19°34'45"E S70°25'15"W 100.00' 25.00' N19°34'45"W FND I. PIPE FND I. PIPE FND I. PIPE D B 46 8 3 P g 41 2 7 t o S t L o i s C uo t y P re p t l ia g E t N 2 7 4 5 5 W LOS HEMBRA CT. j j j j j j j j j j j j j j CUT BOX CROSS W/Cap SET I. ROD W/Cap SET I. ROD W/Cap SET I. ROD W/Cap SET I. ROD W/Cap SET I. ROD W/Cap SET I. ROD CUT BOX CROSS NOT SET IN CREEK NOT SET IN CREEK y g PB 121 Pg 48 Entrance Marker Esmt. PB 121 Pg 48 Entrance Marker Esmt. 10.00' S19°34'45"E CUT ANCHOR CROSS PL PL PL PL PL PL L P L P L P PL LP P Loc. #09F540822 2172 Redman Rd. DB 17155 Pg 271 Wakefield, Deborah A. N/F Loc. #09F630512 2150 Redman Rd. DB 22372 Pg 1857(par 2) Ayadventure, LLC N/F Loc. #09F630325 3 Las Hembra Ct. DB 23064 Pg 289 Morgan, Patricia A. N/F Loc. #09F630336 2 Las Hembra Ct. DB 17503 Pg 2368 Gray, Michael D. N/F Loc. #09F540345 11401 Las Ladera Dr.. DB 6513 Pg 1519 Bosslet, Charles R. & Carol S. N/F Loc. #09F630260 4 Las Hembra Ct. DB 23216 Pg 2616 Owner A, LLC Rex Residential Property N/F PB 121 PG 48 MISSION PARK ESTATES PLAT ONE Loc. #09F540862 1 Las Hembra Ct. DB 24876 Pg 1679 VB ONE LLC N/F j j jj j j S70°25'15"W 134.99' 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 8 8 + 0 0 FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963I-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

- PAVED APPROACH - FULL DEPTH REPAIR - 3" MILL AND OVERLAY EXISTING R/WNOT FOR CONSTRUCTION

MISSOURI OF STATE * R YO PRO EARLES DAVID S. NUMBER 4/13/2023

NO ACQUISITION EXISTING R/W ( U I P ) E N T R A N C E A S P H A L T ( U I P ) E N T R A N C E A S P H A L T ( U I P ) A C A S P H A L T ( U I P ) E N T R A N C E C O N C R E T E CONC SIDEWALK (UIP) CONC SIDEWALK (UIP) RAMPS (UIP) EXIST. CURB RESURFACING LIMITS OF RESURFACING LIMITS OF (UIP) GRATE INLET (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) UTILITY POLE (UIP) SIGN (UIP) SIGN (UIP) VALVE WATER MAIL BOX (UIP) MAIL BOX (UIP) (UIP) PULL BOX (UIP) CURB RAMP (UIP) CURB RAMP CURB RAMP (UIP) CURB RAMP (UIP) GRATE INLET (UIP) (UIP) 09F2-274D MSD# RAMP (UIP) EXIST. CURB RAMP (UIP) EXIST. CURB NO ACQUISITION EXISTING MODOT ROW STA. 91+88.10 END PROJECT RESURFACING LIMITS OF M A T C H L I N E S T A 8 8 + 5 0 0 0

BENHAM RD.

0 20 40 60 SCALE IN FEET SCALE: 1" = 20' 21

LEGEND

h i h R E S P O N S I B I L I T Y S C A

y l i i d DESIGNED:

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

d d

f h l i g

y p

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

N S H E E T 1 9 O F 1 9 R O W S H E E T

- PAVED APPROACH - FULL DEPTH REPAIR - 3"MILL AND OVERLAYNOT FOR CONSTRUCTION

PR SSI I EE AL

b 09G & 09F B.EADS

OF TEAST OFE ON ENG N

MISSOURI PE-2002016646 NUMBER STEPHEN EADS BRIAN ELECTRONICALLY. SIGNED, SEALED AND DATED THIS SHEET HAS BEEN

4/13/2023 C.LEE C.LEE

i f t h t t h R E S U R F A C I N G R E D M A N R O A D OF 23

T 10 W E m t to M S D DB 8280 Pg 1079 DB 6470 Pg 1889 to St. Louis County Perpetual Drainage Esmt. DB 6471 Pg 204 to St. Louis County Perpetual Drainage Esmt. Approx W est line Lot 3 W alter W illiam s Subd. L O T 1 L O T 2 1 0 E P B 1 2 1 P g 4 8 A p p r o x W e s t L i n e o t 1 g E A p p E t L i L t 9 T P g E t S08 ° 03 52 E 63 89 20.72' N70°25'15"E N63 33'28"E 11583' N68°3801E 19164 N42°41'21"E 105.12' i y C D B 5 5 4 1 P g 1 6 2 W/Cap (LS-2551) FND I. ROD W/Cap (SABUR) FND I. ROD W/Cap (SABUR) FND I. ROD FND CROSS FND I. PIPE S72°39'25"E 140.00'STA.219+70 S72°39'25"E 185.00'STA.220+65 S72°39'25"E 195.00'STA.221+91.74 S72°39'25"E 150.00'STA.222+08.38 (rec DB 7601Pg 2184) N17°20'35"E 7193' S17°20'35"W 394 18'(rec DB 12797 Pg 2402) N73 44'17 E 14777' N72 42'50 E 10845 S52° 21'29"E 47 98' 5857 S72°31'52 W STATE HIGHW AY ROUTE 367 A.K.A. LEWIS & CLARK BLVD. BENHAM RD. BENHAM RD. 6850 N 2 1 2 3 2 0 1 7 3 5 4 REDMAN AVE. j j j j CUT CROSS W/Cap SET I. ROD W/Cap SET I. ROD 30 W Esm t to M S D DB 8477 Pg 1762 Highway 367 stationing per Deed Book 5505 Pg. 347 25.00' S19°36'26"E DB 10041 Pg 132 S.W.B.T. Co. 10'X10' Esmt. to LP PL PL PL PL PL PL PL PL PL PL PL Report #20-267030-KEE Loc. #09F630534 2120 Redman Rd. DB 11855 Pg 426 Collins, Thomas L.(Jr.) & Emily M. N/F Loc. #09F630523 11777 Benham Rd. DB 23306 Pg 1670 Prestige Holdings, LLC N/F Loc. #09F630589 11777 Benham Rd. DB 23344 Pg 1786 Control Line Inc. N/F Loc. #09F630578 2115 Redman Rd. DB 19508 Pg 1309 GEP Management Co., LLC N/F Report #20-267064-KEE Loc. #09F310257 2131 Redman Rd. DB 19673 Pg 375 (Beneficiary Deed) DB 19673 Pg 371 Raab, Carl H. N/F Loc. #09F630260 4 Las Hembra Ct. DB 23216 Pg 2616 Owner A, LLC Rex Residential Property N/F PB 366 PG 479 VITALE RESUBDIVISION 1 35 j j j j j j P I S T A 8 9 + 2 5 8 3 8 9 + 0 0 9 0 + 0 0 9 1 + 0 0 9 2 + 0 0 9 3 + 0 0 FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963I-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

t d f

NOT FOR CONSTRUCTION

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

h i h O

b A

l l t h h

y l i i d DESIGNED:

by d i l i

i b i l ity f

i f i t i p

6963I-23 REDMAN ROAD RESURFACING

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

N S I B JEREMIAH D. DITCH MO PLS-2020023887 &aw.r,@#

d d

S C rom g sclrEtEE ,{ut8ER 8.2{;/,57

f h l i g

4/20/23 ToddB.ScheibeCivilEngineer MO#E-24757

i f t h t t h O 10/04/2021 P U B L I C W O R K S T R A N S P O R T A T I O N A D A I M P R O V E M E N T S R E S U R F A C I N G & R E D M A N R O A D

22 S H E E T 1 O F 2 C O O R D I N A T E S H E E T FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 69631-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED:

j t d f

y p

i f t h t t h R E S P O N S I B I L I T Y S C A

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

NOT FOR CONSTRUCTION

h i h

b DESIGNED:

y l i i d

by d i l i

l l t h h

i b i l ity f

i f i t i p

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

d d

f h l i g

j t d f

y p

OF ESTAT OFE ON ENG N

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

MISSOURI PE-2002016646 NUMBER STEPHEN EADS BRIAN ELECTRONICALLY. SIGNED, SEALED AND DATED THIS SHEET HAS BEEN

PR SSI I EE AL-

4/13/2023 C.LEE C.LEE

09G & 09F B.EADS

R E S U R F A C I N G R E D M A N R O A D OF 23

S H E E T 2 O F 2 C O O R D I N A T E S H E E T R E D M A N A V E N U E ALIGNMENT INFORMATION POINT STATION LINEAR DATA CIRCULAR CURVE DATA COORDINATES DIRECTION LENGTH DELTA RADIUS TANGENT LENGTH NORTHING EASTING POB 1+00.00 29662.0803 31281.1277 S 89°15'50" E 2653.54 PC 27+53.54 29627.9897 33934.4511 PI 30+43.70 34°49'10" LEFT 954.93 299.43 580.32 29624.1428 34233.8613 PT 33+33.87 29791.9455 34481.8603 N 55°55'00" E 1121.25 PC 44+55.12 30420.2925 35410.5067 PI 47+25.27 21°36'45" RIGHT 1432.39 273.4 540.31 30573.5081 35636.947 PT 49+95.43 30632.5479 35903.9013 N 77°31'45" E 127.05 PC 51+22.48 30659.9831 36027.9521 PI 52+11.33 7°6'30" LEFT 1432.4 88.97 177.71 30679.1952 36114.8217 PT 53+00.19 30709.0094 36198.6461 N 70°25'15" E 3625.65 PI 89+25.83 31923.9959 39614.6545 N 70°30'00" E 500 POE 94+25.83 32090.9003 40085.978 MISSOURI OF STATE * * R YO PRO EARLES DAVID S. NUMBER 4/13/2023 23 COORDINATE POINTS CONT. POINT NO. NORTH EAST ALIGNMENT STATION OFFSET 500 30502.9498 35486.4188 REDMAN 45+62.17 30.00' LT. 501 30506.4209 35484.4308 REDMAN 45+62.17 34.00' LT. 502 30526.3279 35520.3455 REDMAN 46+02.28 34.00' LT. 503 30522.8026 35522.2355 REDMAN 46+02.28 30.00' LT. 504 30588.0828 35661.0208 REDMAN 47+52.58 30.00' LT. 505 30591.7867 35659.5104 REDMAN 47+52.58 34.00' LT. 506 30608.4194 35702.1932 REDMAN 47+97.33 34.00' LT. 507 30604.6701 35703.5872 REDMAN 47+97.33 30.00' LT. 508 30661.8826 35897.6151 REDMAN 49+95.63 30.00' LT. 509 30689.2753 36021.4738 REDMAN 51+22.48 30.00' LT. 510 30737.2748 36188.5928 REDMAN 53+00.19 30.00' LT. 511 30727.1289 36122.6321 REDMAN 52+32.68 41.00' LT 512 30736.6981 36119.7286 REDMAN 52+32.68 51.00' LT 513 30742.2612 36137.6251 REDMAN 52+52.12 51.00' LT 514 30754.6493 36148.9019 REDMAN 52+67.25 59.31' LT 515 30737.3957 36155.0386 REDMAN 52+67.68 41.00' LT 516 30741.4827 36118.2768 REDMAN 52+32.68 56.00' LT 517 30746.6198 36134.8314 REDMAN 52+50.72 56.00' LT 518 30759.9902 36147.0023 REDMAN 52+67.11 64.97' LT 519 30757.1647 36211.6894 REDMAN 53+28.61 41.00' LT 520 30771.1696 36206.7082 REDMAN 53+28.61 55.86 LT 521 30763.5359 36229.6023 REDMAN 53+47.62 41.00' LT 522 30777.1494 36204.5814 REDMAN 53+28.61 62.21' LT 523 30766.2562 36237.2507 REDMAN 53+55.74 41.00' LT 524 30800.0074 36558.9360 REDMAN 56+70.14 35.00' RT 525 30786.3480 36578.9552 REDMAN 56+84.42 54.58' RT 526 30806.8447 36643.3404 REDMAN 57+51.95 56.84' RT 527 30807.0025 36648.3380 REDMAN 57+56.71 58.37' RT 528 30820.5913 36647.9089 REDMAN 57+60.86 45.42' RT 529 30835.1974 36657.8748 REDMAN 57+75.15 35.00' RT 530 30898.3239 36820.4383 REDMAN 59+49.47 30.00'RT 531 30900.0778 36840.2901 REDMAN 59+68.76 35.00' RT 532 30893.6130 36822.1139 REDMAN 59+49.47 35.00' RT 533 30924.9218 36919.0928 REDMAN 60+51.33 38.00'RT 534 30935.3948 36936.6019 REDMAN 60+71.34 34.00' RT 535 30932.0278 36939.0718 REDMAN 60+72.54 38.00' RT 536 31135.9944 37500.5999 REDMAN 66+69.95 34.00' RT 537 31126.1110 37527.4024 REDMAN 66+91.89 52.29' RT 538 31129.4377 37536.7555 REDMAN 67+01.81 52.29' RT 539 31140.0783 37532.9709 REDMAN 67+01.81 41.00' RT 540 31171.7882 37622.1252 REDMAN 67+96.44 41.00' RT 541 31174.6148 37621.1198 REDMAN 67+96.44 38.00' RT 542 31178.3835 37619.7794 REDMAN 67+96.44 34.00' RT 543 31169.0004 37593.3984 REDMAN 67+68.44 34.00' RT 544 31165.2317 37594.7388 REDMAN 67+68.44 38.00' RT 545 31138.5778 37507.8632 REDMAN 66+77.66 34.00' RT 546 31133.9566 37521.4532 REDMAN 66+88.91 42.91' RT 547 31128.9376 37526.3971 REDMAN 66+91.89 49.29' RT 548 31131.2589 37532.9236 REDMAN 66+98.81 49.29' RT 549 31145.6683 37527.7986 REDMAN 66+98.81 34.00' RT 550 31222.6371 37568.1391 REDMAN 67+62.62 25.00' LT SURVEYS. MEETS THE MISSOURI STANDARDS FOR PROPERTY BOUNDARY PLANS DO NOT CONSTITUTE A BOUNDARY SURVEY THAT THE ACCURACY OF THE PROVIDED INFORMATION. THESE DOCUMENTATION. NO REVIEW HAS BEEN MADE RELATIVE TO SHOWN HEREON ARE BASED ON SAID PROVIDED SECTION REQUEST 2021-01. THE PROPOSED EASEMENTS PROJECT NO. AR-1745, FILES AS ST. LOUIS COUNTY SURVEY TRANSPORTATION FROM EXISTING RIGHT OF WAY SURVEY FOR PROVIDED BY ST. LOUIS COUNTY DEPARTMENT OF EXISTING PROPERTY AND RIGHT OF WAY INFORMATION WAS COORDINATE POINTS CONT. POINT NO. NORTH EAST ALIGNMENT STATION OFFSET 550 31222.6371 37568.1391 REDMAN 67+62.62 25.00' LT 551 31226.8769 37566.6311 REDMAN 67+62.62 29.50' LT 552 31234.4022 37587.7890 REDMAN 67+85.07 29.50' LT 553 31230.1624 37589.2970 REDMAN 67+85.07 25.00' LT 554 31230.1746 37565.4582 REDMAN 67+62.62 33.00' LT 555 31237.6999 37586.6161 REDMAN 67+85.07 33.00' LT 556 31254.6197 37834.1222 REDMAN 70+23.94 34.00' RT 557 31248.0245 37836.4680 REDMAN 70+23.94 41.00' RT 558 31257.1704 37862.1823 REDMAN 70+51.23 41.00' RT 559 31254.0415 37889.1373 REDMAN 70+75.58 52.98' RT 560 31281.6931 37910.2406 REDMAN 71+04.73 34.00' RT 561 31268.7540 37873.8615 REDMAN 70+66.11 34.00' RT 562 31258.4077 37877.5415 REDMAN 70+66.11 44.98' RT 563 31257.4827 37885.5099 REDMAN 70+73.31 48.52' RT 564 31263.5314 37886.2120 REDMAN 70+76.00 43.06' RT 565 31275.8980 37893.9473 REDMAN 70+87.43 34.00' RT 566 31478.5175 38287.5623 REDMAN 75+26.19 25.00' LT 567 31485.1127 38285.2165 REDMAN 75+26.19 32.00' LT 568 31501.8682 38332.3255 REDMAN 75+76.19 32.00' LT 569 31495.2729 38334.6713 REDMAN 75+76.19 25.00' LT 570 31558.5494 38497.6562 REDMAN 77+50.95 30.00' LT 571 31562.3189 38496.3180 REDMAN 77+50.96 34.00' LT 572 31573.6975 38528.3097 REDMAN 77+84.91 34.00' LT 573 31569.9287 38529.6501 REDMAN 77+84.91 30.00' LT 574 31582.6378 38756.3649 REDMAN 80+02.78 34.00' RT 575 31566.2514 38790.2778 REDMAN 80+29.24 60.80' RT 576 31583.0894 38837.3574 REDMAN 80+79.24 60.72' RT 577 31617.2998 38853.8195 REDMAN 81+06.21 34.00' RT 578 29800.3341 34439.8508 REDMAN 33+02.79 30.00' LT 579 29802.8722 34438.2513 REDMAN 33+02.79 33.00' LT 580 29819.2769 34463.3671 REDMAN 33+33.87 33.00' LT 581 30792.3078 36135.5078 REDMAN 52+66.26 99.27' LT 582 30812.4143 36192.0385 REDMAN 53+28.61 99.64' LT 739 29816.7922 34465.0483 REDMAN 33+33.87 30.00' LT 741 30610.1637 35718.6143 REDMAN 48+13.00 30.00' LT 742 30667.7767 35896.1100 REDMAN 49+95.43 36.08' LT. 744 30704.4593 36038.5293 REDMAN 51+43.00 41.00' LT 745 30747.6388 36184.9066 REDMAN 53+00.19 41.00' LT 746 30797.3823 36324.7637 REDMAN 54+48.63 41.00' LT 747 30897.6043 36639.3691 REDMAN 57+78.63 30.00' LT 785 30804.7183 36557.2605 REDMAN 56+70.14 30.00' RT 787 30786.5058 36583.9527 REDMAN 56+89.18 56.10' RT 788 30820.4335 36642.9114 REDMAN 57.56.10 43.90' RT 790 30839.9083 36656.1993 REDMAN 57+75.15 30.00' RT 791 30903.1526 36834.0145 REDMAN 59+63.88 30.00'RT 794 30930.0125 36921.4691 REDMAN 60+55.28 34.00' RT 796 31584.8028 38762.4522 REDMAN 80+09.24 34.00' RT 798 31572.6614 38787.9979 REDMAN 80+29.24 54.00' RT 799 31589.4169 38835.1069 REDMAN 80+79.24 54.00' RT 801 31614.9627 38847.2483 REDMAN 80+99.24 34.00' RT PROJECT SPECIFIC AVERAGE COMBINED GRID FACTOR: 0.9999190 LOCAL PROJECT SPECIFIC COORDINATE - N = 30000, E = 30000 FEETUS MO EAST ZONE NAD83 STATE PLANE - N = 327000, E = 270000 METERS PROJECT SPECIFIC STATE PLANE INDEX POINT: FEDERAL PROJECT NO. STP-4900(642) AR-1745 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963I-23 R E V I S I O N S R E V D A T E B Y A P P D E S C R I P T I O N MSD BASE MAP: MSD: DRAWN: DATE: CHECKED: