Preliminary Plans - Larimore Rd. Sidewalk by STLCOGOV

P R EL I M I NA R Y NO T F O R C ON S T R U C T I ON

7166-24

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s i n t e R E SP ON S I B I L I T Y ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I O N K. J. JONES K. J. JONES

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CR-1844 G. R. MARSHALL

T Y P I C A L S E C T I ON S 2 OF 8 L T S C L 4" CONCRETE SIDEWALK 15% P S E 5.0' 10.0' 1.0' B CONST. TYPICAL SECTION - LARIMORE ROAD E X R O W STA. 0+48.02 TO STA. 2+29.76 LT. 1.0' 7.0'* 5.0'* * STA. 1+08.00 TO STA. 2+29.76 SHOULDER* OR SOD EXIST. PAVED PAVED PARKING* OR SOD L E X R O W 15% 4" CONCRETE SIDEWALK SOD 5.0' SOD (3:1 MAX.) B CONST. TYPICAL SECTION - LARIMORE ROAD STA. 5+34.60 TO STA. 23+82.46 LT. 25.0' 29.69'* * STA. 22+04.54 TO STA. 24+19.33 LT. L E X R O W 15% 4" CONCRETE SIDEWALK SOD 5.0' SOD (3:1 MAX.) B CONST. TYPICAL SECTION - LARIMORE ROAD STA. 23+82.46 TO STA. 26+00.51 LT. 25.0' 16.0'** STA. 23+82.46 TO STA. 23+93.29 LT. ** TRANSITION FROM 10.0' TO 16.0' * STA. 22+04.54 TO STA. 24+19.33 LT. 29.69'* L E X R O W 15% 4" CONCRETE SIDEWALK SOD 5.0' SOD (3:1 MAX.) B CONST. TYPICAL SECTION - LARIMORE ROAD 18.0' VARIES 29.83' TO 57.22' STA. 2+29.76 TO STA. 4+40.89 LT. 10.0'** STA. 12+41.48 TO STA. 14+48.09 LT. ** TRANSITION FROM 10.0' TO 18.0' FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y DRAWN: DATE: CHECKED:

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by m y s TAP-5509 (602) 7166-24 K. J. JONES K. J. JONES

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LOT 1 M AD R I D AV E N U E ( VA R I A B L E W I D T H ) TRAMPE ROAD (VARIABLE WIDTH) LARIMORE ROAD (VARIABLE WIDTH) 2 1 3 N/F PRIGGE SCHOOL DISTRICT NO 6 F/K/A R-1 SCHOOL DISTRICT N/K/A HAZELWOOD SCHOOL DISTRICT DB 1162 PG 96 LOCATOR ID 08D131773 1025 TRAMPE AVE 446054.4 SQ FT (R) COMMITMENT NO. 131027 PERMANENT SIDEWALK EASEMENT DB 18573 PG 1188 SEE NOTES N 0 7 16 3 1 E 1 2 89 1 3 S N 07 2 0 4 7 E 567 57 R & S FOUND IRON PIPE ADOPTED L=66 79' 130 00 R & S 150.00'R L=2094S N 0 7 16 31 E 12 71 89 S FOUND IRON ROD N82°3743"W 017 HELD FOR THE SOUTH LINE OF TRAMPE FOUND IRON PIPE N64 06'03"E 007' S77°5652 E 20954'S 20972R N51°37'37"E 143.04' W A TE R E A S E M E N T 7298 SEWER EASEMENT DB 11992 PG 34 U S S U R V E Y 155 U S S U R V E Y 398 US SURVEY 398 FOUND IRON PIPE N LOT 25 LOT 2 UNNAMED

LOT 3 LOT 24 N/F FEE SIMPLE TITLE JASON & JACKIE FELTS DB 15504 PG 2124 COLLECTOR'S DEED FOR TAXES TO BILLIE MOORE DB 17681 PG 5263 QUIT CLAIM DEED FROM BILLIE L MOORE TO DWANN L DILLON DB 19901 PG 2940, LOCATOR ID 0121026 12010 MADRID AVENUE 18,905.04 SQ FT (R) COMMITMENT NO. 131029 ELDORADO NO1 PB 27PG 14 EXIST. R/W EXIST. R/W EXIST R/W N/F ADRIA WILLIAMS DILLION DB 22531 PG 430 LOCATOR ID 08D120410 995 TRAMPE AVE 22,398.55 SQ FT (R) COMMITMENT NO. 131028 FOUND IRON PIPE ADOPTED ASPHALT PAVEMENT ASPHALT PARKING LOT ASPHALT PARKING LOT CONCRETE WALK CHAIN LINK FENCE CHAIN LINK FENCE CONCRETE CONCRETE GRAVEL CONCRETE GRAVEL (NO ACCESS BEHIND FENCE) ASPHALT GAS SERVICE VALVE SANITARY SEWER TOP 528.18' FL 508.00' WM WV SIGNS SIGN SIGN PP PP GUY GUY GRATE INLET TOP 526.83' FL 524.78' 08D4-051D STORM SEWER TOP 528.23' FL 525.43' PRIVATE GRATE INLET TOP 527.26' FL 525.21' 08D4-061D PRIVATE 0+00 1+00 2+00 3+00 05+2IP 00 + 02 96 (TBR) (TBR) (UIP) (UIP) (UIP) (UIP) (UIP) (TBR) (UIP) EP R O P0 0 % STA 0+40.24, 20.75' TYPE B CURB RAMP S-PERP-3 (ATG) SAWCUT REMOVE PAVMENT REPLACE WITH FILL AND SOD +1.4% (TBR&RBO) (TBR&RBO) No Takings No Takings PERMANENT SIDEWALK EASEMENT DB 21167 PG 639 TEMPORARY SLOPE AND CONSTRUCTION LICENSE DB 21167 PG 639 No Takings P V I 0 + 95 05 EL 528 09 P V I 1 + 94 21 EL 527 32 P V I 2 + 14 46 EL 527 23 P V I 3 + 25 00 EL 528 27 P V I 4 + 00 00 -08% -05% 09% 05% 1.4% EL 528 00 EL 527 68 P V I 0 + 37 65 P V I 0 + 61 08 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' ( 1 o f 6 ) P L AN / P R O F I LE S H EET MATCHLINE STA.4+00.00 540 525 530 535 540 520 530 535 0+00 1+00 2+00 3+00 (Face of Walk) Profile Grade Existing Grade 525 520 1"=20' 1"=5' 3 OF 8 4+00 FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: P R E P A R E D B Y C ON S T R U C T I ON NO O P R EL I M I NA R Y DRAWN: DATE: CHECKED: ing

ROAD UNKNOWN IF PUBLIC OR PRIVATE (30' WIDE)

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LOT 1 N EXIST R/W EXIST R/W EXIST R/W EXIST R/W IRRIGATION SYSTEM HYDRANT ASPHALT DRIVE GRAVEL DRIVE CONCRETE DRIVE CLEAN OUT ON CR E TE W A L K CONCRETE GRAVEL GARDEN AREA GARDEN AREA (AROUND TREE) GARDEN AREA WM 10" CMP IN 524.73' OUT 524.12' WM WV MB WM SIGN SIGN MB MB MB PP PP PP PP FH CROSSWALK STRIPING CROSSWALK STRIPING 42" MAPLE 22" RED CEDAR 14" RED CEDAR 10" PINE 36" RED OAK 20+00 21+00 22+00 23+00 22 15 22 13 65 47 (TBR) (TBR) (TBR) (TBR) (UIP) (UIP) (UIP) (UIP) (UIP) (UIP) (ATG) (ATG) (TBR) (ATG)P R O P + 5 8 % EXIT.+2.5% PROP +10.2%P R O P + 8 8 % (TBR) (UIP) (UIP) (UIP) TYPE B CURB RAMP MB-1 TYPE B CURB RAMP MB-1 (TBR) (UIP) STLOUIS COUNTY STRIPING BY NEW CROSSWALK (UIP) No Takings No Takings No Takings EL 527 20 P V I 19 + 12 60 EL 526 94 P V I 19 + 30 09 EL 526 94 P V I 19 + 50 00 EL 527 08 P V I 20 + 00 00 EL 527 05 P V I 20 + 09 04 EL 526 91 P V I 21 + 65 77 EL 526 83 P V I 23 + 19 06 EL 528 44 -21% -0.0% 07% -0.1% -1.5% -0.0% 10% 0.0% 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' ( 5 o f 6 ) P L AN / P R O F I LE S H EET 540 525 530 535 540 520 530 535 (Face of Walk) Profile Grade Existing Grade 525 520 1"=20' 1"=5' 7 OF 8 M A T C H L I N E S T A 24 + 00 00 M A T C H L I N E S T A 19 + 00 00 19+00 20+00 21+00 22+00 23+00 24+00

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I DESIGNED: R E SP ON S I B I L I T Y G. R. MARSHALL ( 314 ) 6158543 S T L OU I S M I SS OU R I 63132 1 S T F L OO R 1050 N L I ND B E R GH B L VD D E S I GN D I V I S I ON P U B L I C W O R K S T R AN SP O R T A T I O N L A R I M O R E R OAD S I D E W A L K CR-1844 8D4 TAP-5509 (602) 7166-24 K. J. JONES K. J. JONES ELDORADO NO. 1 PB 27 PG 14 LOT 1 LOT 2 BLOCK 3 N/F SHARON A BROWN DB 17028 PG 1145 LOCATOR ID 08D231202 12117 LARIMORE ROAD 18,730.80 SQ FT (R) COMMITMENT NO. 131052 N/F MILDRED M STICKLING, TRUSTEE MILDRED M. STICKLING REVOCABLE TRUST DATED NOVEMBER 17, 1989 DB 8652 PG 2167 LOCATOR ID 08D510536 12111 LARIMORE ROAD 435,600.00 SQ FT (R) COMMITMENT NO. 131051 N/F WILBUR PROPERTIES LLC DB 18568 PG 85 LOCATOR ID 08D230872 12103 LARIMORE ROAD 16,889.08 SQ FT (C) COMMITMENT NO. 131050 KODER ESTATES PB 170 PG 37 24 25 26 5' EASEMENTS LOT 2 FOUND IRON ROD HELD FOR SUBDIVISION LINE FOUND CONCRETE MONUMENTS06°41'30"W 0.24' HELD FOR SUBDIVISION LINE N51°37'37"E 372.55' N51°37'37"E 253.94' SET IRON RODW\CAP N17° 16'20"W 0 .50' S ON OD W \ C A P 54.09'

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

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LARIMORE ROAD (VARIABLE WIDTH)

N/F FEE SIMPLE TITLE DORA V KODER, A WIDOW, EARL KODER, JR & RUTH A KODER, HIS WIFE DB 8645 PG 641 WARRANTY DEED FROM EARL KODER, JR, A WIDOWER, TO EARL KODER, JR REVOCABLE LIVING TRUST DB 9417 PG 1652 WARRANTY DEED FROM EARL KODER, JR REVOCABLE LIVING TRUST TO EARL KODER, JR, A WIDOWER DB 16937 PG 1966 BENEFICIARY DEED FROM EARL KODER, JR TO RONALD L KODER DB 16937 PG 1966 AFFIDAVIT OF DEATH OF EARL KODER, JR BY RONALD L KODER DB 19219 PG 2371 LOCATOR ID 08D231213 12121 LARIMORE ROAD 16,988.40 SQ FT (R) COMMITMENT NO. 131053

27 28 28A

VISTA RIDGE PB 273 PG 74

N06°41'30"E 160.32'R 499 70'R N06°46'30"E 499.70'R TO CENTERLINE N06°46'30"E 307.18'R N26 56 56 W

DRIVEWAY EASEMENT DB 19219 PG 2374

20 FEET) N/F ELYCE M COLONA DB 19261 PG 3055 LOCATOR ID 08D231125 12125 LARIMORE ROAD 40,166.49 SQ FT (C) COMMITMENT NO. 131054

124.21'S 28.53'

123.75'R

GERONA STREET (PRIVATE N/F VERNON REMIGER, RAYMOND REMIGER & NICK TELOWITZ AS TRUSTEES UNDER THE INDENTURE OF TRUST AND RESTRICTIONS FOR VISTA RIDGE DB 8284 PG 2210 LOCATOR ID 08D231356 12131 LARIMORE ROAD 18,730.80 SQ FT (R) COMMITMENT NO. 131055

10'EASEMENT PB 273 PG 31 10' EASEMENT PB 273 PG 31

221 09 R

S63°03'04"W 9633'R L 3 4 83

10 EASEM ENT PB 273 PG 31

29 30 28A

27 3 P G 20' EASEMENT PB 273 PG 31

173.98'R&S 71.98'R&S

SET CUT CROWS FOOT

N/F ROBERT & VALORIE TUBBINS DB 16054 PG 2851 LOCATOR ID 08D231345 801 VISTA POINTE DRIVE 8,276.40 SQ FT (R) COMMITMENT NO. 131056 N/F ALAN F & RUTH A SKORICH DB 10151 PG 1469 LOCATOR ID 08D510141 835 VISTA POINTE DRIVE 20,473.20 SQ FT (R) COMMITMENT NO. 131366

SET IRON RODWCAP

( VA R I A B LE W I D T H )

BP 372 GP 31 20 E E N T

L=27.47RAD=20'

V I S T A P O I N TE D R I V E

N51°38'49":E 50.00'

SET CUT CROSS

N 3 8 2 1 1 1 W

R A 175 0 0 16 6 7 R 25 48

LARIMORE ROAD (VARIABLE WIDTH)

01 SAE M TNE

54.89=L ' 251=DAR 00 ' L=27 .47'RAD=20' N62°57'25"E 2338'

N 38 22 23 W N51°37'37"E 324.58 N51°37'37"E 197.68' N51°37'37"E 372.55'

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

TAP-5509 (602) 7166-24 K. J. JONES K. J. JONES

N 48.60'S 48.66'R EXIST R/W EXIST R/W CONCRETE PAVEMENT WITH ROLLED CURB ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE WALK CONCRETE WALK CONCRETE WALK GARDEN AREA GRAVEL DRIVE CONCRETE DRIVE ASPHALT DRIVE GAS SERVICE VALVES WV SIGN SIGN MB MB PP PP PP PP AREA INLETS TOP 52444 FL 51924 08D4-047D AREA INLET TOP 525.60' FL 518.80' 08D4-046D FLARED END SECTION (SILTED) FL 518.81' 08D4-048D MULTI RED MULBERRY 25+00 26+00 27+00 28+00 29+00 + 16 83 56 05 (UIP) (UIP) (UIP) EXIT0 6% PROP + 5 3% EXIT.-12% PROP +71% (UIP) REMOVE SIDEWALK No Takings No Takings No Takings No Takings No Takings P V I 24 + 69 39 EL 528 44 P V I 25 + 76 81 EL 526 83 P V I 26 + 00 51 EL 526 98 -1.5% 07% 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' ( 6 o f 6 ) P L AN / P R O F I LE S H EET 540 525 530 535 540 520 530 535 (Face of Walk) Profile Grade Existing Grade 525 520 1"=20' 1"=5' 8 OF 8 M A T C H L I N E S T A 24 + 00 00 24+00 25+00 26+00 27+00 28+00 29+00

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