Jennings Station Rd. Construction Plans by STLCOGOV

F. 314 781 9075

St .Loui s,M i ssour i63139

DESCRI PTI ON

REVI SI ONS APP.

E-W GATEWAY TIP NO.

6607D-18

MSD:

P-19MSD-00408

MSD BASE MAP:

13F1, 13F4, 13G3

DATE:

3/17/2021

K. OSHAUGHNESSY

DRAWN:

K. OSHAUGHNESSY

CHECKED:

S. HILDERBRAND

SHEET SEQUENCE:

2 OF 50

OF QUANTI TI ES.dgn

STP-5608(606)

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\002-1604-S-RD-01-SUMMARY

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

One Cam pbel lPl aza

FEDERAL PROJECT NO.

15-APR-2021

PU BLIC W O RK S

TRA N SPO RTA TIO N

REV.DATE

AR-1604

11:17

( SHEET 1 OF 4)

SUM M ARY OF QUANTI TI ES

( NORTH)ARS RESURFACI NG

JENNI NGS STATI ON ROAD

DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

COUNTY PROJECT NO.

DESIGNED:

F. 314 781 9075

St .Loui s,M i ssour i63139

DESCRI PTI ON

REVI SI ONS APP.

E-W GATEWAY TIP NO.

6607D-18

MSD:

P-19MSD-00408

MSD BASE MAP:

13F1, 13F4, 13G3

DATE:

3/17/2021

K. OSHAUGHNESSY

DRAWN:

K. OSHAUGHNESSY

CHECKED:

S. HILDERBRAND

SHEET SEQUENCE:

3 OF 50

OF QUANTI TI ES.dgn

STP-5608(606)

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\003-1604-S-RD-02-SUMMARY

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

One Cam pbel lPl aza

FEDERAL PROJECT NO.

15-APR-2021

PU BLIC W O RK S

TRA N SPO RTA TIO N

REV.DATE

AR-1604

11:17

( SHEET 2 OF 4)

SUM M ARY OF QUANTI TI ES

( NORTH)ARS RESURFACI NG

JENNI NGS STATI ON ROAD

COUNTY PROJECT NO.

DESIGNED:

F. 314 781 9075

St .Loui s,M i ssour i63139

DESCRI PTI ON

REVI SI ONS APP.

E-W GATEWAY TIP NO.

6607D-18

MSD:

P-19MSD-00408

MSD BASE MAP:

13F1, 13F4, 13G3

DATE:

3/17/2021

K. OSHAUGHNESSY

DRAWN:

K. OSHAUGHNESSY

CHECKED:

S. HILDERBRAND

SHEET SEQUENCE:

4 OF 50

OF QUANTI TI ES.dgn

STP-5608(606)

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\004-1604-S-RD-03-SUMMARY

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

One Cam pbel lPl aza

FEDERAL PROJECT NO.

15-APR-2021

PU BLIC W O RK S

TRA N SPO RTA TIO N

REV.DATE

AR-1604

11:17

( SHEET 3 OF 4)

SUM M ARY OF QUANTI TI ES

( NORTH)ARS RESURFACI NG

JENNI NGS STATI ON ROAD

COUNTY PROJECT NO.

DESIGNED:

F. 314 781 9075

St .Loui s,M i ssour i63139

DESCRI PTI ON

REVI SI ONS APP.

E-W GATEWAY TIP NO.

6607D-18

MSD:

P-19MSD-00408

MSD BASE MAP:

13F1, 13F4, 13G3

DATE:

3/17/2021

K. OSHAUGHNESSY

DRAWN:

K. OSHAUGHNESSY

CHECKED:

S. HILDERBRAND

SHEET SEQUENCE:

5 OF 50

OF QUANTI TI ES.dgn

STP-5608(606)

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\005-1604-S-RD-04-SUMMARY

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

One Cam pbel lPl aza

FEDERAL PROJECT NO.

17-MAR-2021

PU BLIC W O RK S

TRA N SPO RTA TIO N

REV.DATE

AR-1604

07:56

( SHEET 4 OF 4)

SUM M ARY OF QUANTI TI ES

( NORTH)ARS RESURFACI NG

JENNI NGS STATI ON ROAD

COUNTY PROJECT NO.

DESIGNED:

AR-1604 R/W

30'-40' VARIES

FEDERAL PROJECT NO.

STP-5608(606) TREE LAWN VARIES 0'-3'

VARIES 4'-6'

0' TO 4.75'±

9.50'±

E-W GATEWAY TIP NO.

TREE LAWN VARIES 0'-3'

± 0' TO 4.75' 9.50'±

9.50'±

MSD:

P-19MSD-00408

(VARIES) (VARIES)

SIDEWALK

6607D-18

VARIES 4'-6'

SIDEWALK MSD BASE MAP:

TURN LANE

THRU LANE

13F1, 13F4, 13G3

THRU LANE

MILL 3"

EXIST. AGGREGATE BASE

PAVEMENT AND JOINT REPAIRS (AS DEEMED NECESSARY BY ENGINEER)

EXIST. CONC. PAVEMENT

EXIST. ASPHALT PAVEMENT

EXIST. CURB AND GUTTER PLACE 3" SUPERPAVE ASPHALTIC CONCRETE (1-3/4" MIXTURE SP 125 (PG70-22) CLP OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (EOP TO EOP)

REV.DATE

JENNINGS STATION ROAD MAINLINE PAVEMENT EAST OF LEXA DR. TO HORD AVE AND EAST OF JUDY CT. TO ADA WORTLEY AVE. (WITH TURNING LANE ONLY) TYPICAL SECTION 1 STA. 5+83 TO STA. 8+50 AND STA. 28+00 TO STA. 30+00

30'-35' VARIES

R/W

30'-35' VARIES TREE LAWN VARIES 0'-3'

TREE LAWN VARIES 0'-3'

VARIES 4'-6'

11.00'±

R/W

VARIES 4'-6'

11.00'±

SIDEWALK

SIDEWALK THRU LANE

THRU LANE

2% OR ES VARI

2% OR VARI ES

REVI SI ONS

EXIST. CURB AND GUTTER

DESCRI PTI ON

2% OR VARI ES

2% OR ES VARI

APP.

THRU LANE

MILL 3"

DATE:

3/17/2021

40'-45' VARIES

TREE LAWN VARIES 0'-3'

TREE LAWN VARIES 0'-3' 10.00'±

10.00'±

THRU LANE

TURN LANE

THRU LANE

VARIES 4'-6'

SIDEWALK

SIDEWALK RIGHT TURN LANE

TRA N SPO RTA TIO N

VARIES 4'-6'

R/W

40'-45' VARIES

2% OR VARI ES

2% OR ES VARI

MILL 3" EXIST. ASPHALT PAVEMENT

PLACE 3" SUPERPAVE ASPHALTIC CONCRETE (1-3/4" MIXTURE SP 125 (PG70-22) CLP OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (EOP TO EOP)

EXIST. AGGREGATE BASE

JENNINGS STATION ROAD MAINLINE PAVEMENT EAST OF ADA WORTLEY AVE. TO EAST OF RANCHDALE DR. TYPICAL SECTION 3 STA. 30+00 to STA. 35+06 CL

NOTE:

R/W

50'

R/W

40' VARIES 4'-6'

VARIES 4'-6'

THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE

TREE LAWN VARIES 0'-3'

GUIDANCE TO THE LIMITS OF THE CONCRETE PAVEMENT

TREE LAWN VARIES 0'-3'

± 10.00'

THRU LANE

TURN LANE

THRU LANE

THRU LANE 2% OR VARI ES

THRU LANE

REHABILITATION OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND

SIDEWALK

2% OR ES VARI

MAY DIFFER SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING

DESIGNED:

K. OSHAUGHNESSY

CONSTRUCTION OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE

MILL 3"

MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.

SIDEWALK

( NORTH)ARS RESURFACI NG

EXIST. CURB AND GUTTER

JENNI NGS STATI ON ROAD

EXIST. CONC. PAVEMENT

PAVEMENT AND JOINT REPAIRS (AS DEEMED NECESSARY BY ENGINEER)

EXIST. CURB AND GUTTER

PU BLIC W O RK S

R/W

( SHEET 1 OF 2)

TYPI CAL SECTI ONS

F. 314 781 9075

JENNINGS STATION ROAD MAINLINE PAVEMENT EAST OF HORD AVE. TO EAST OF JUDY CT. TYPICAL SECTION 2 STA. 8+50 TO STA. 28+00

PLACE 3" SUPERPAVE ASPHALTIC CONCRETE (1-3/4" MIXTURE SP 125 (PG70-22) CLP OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (EOP TO EOP)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

EXIST. AGGREGATE BASE

EXIST. CURB AND GUTTER

T. 314 781 7770

PAVEMENT AND JOINT REPAIRS (AS DEEMED NECESSARY BY ENGINEER)

EXIST. ASPHALT PAVEMENT

St .Loui s,M i ssour i63139

EXIST. CONC. PAVEMENT

One Cam pbel lPl aza

EXIST. CURB AND GUTTER

EXIST. CURB AND GUTTER EXIST. AGGREGATE BASE

PAVEMENT AND JOINT REPAIRS (AS DEEMED NECESSARY BY ENGINEER)

EXIST. CONC. PAVEMENT

EXIST. ASPHALT PAVEMENT

JENNINGS STATION ROAD MAINLINE PAVEMENT EAST OF RANCHDALE DR. TO WEST OF HALLS FERRY RD. TYPICAL SECTION 4 STA. 35+06 TO STA. 43+85

DRAWN: EXIST. CURB AND GUTTER PLACE 3" SUPERPAVE ASPHALTIC CONCRETE (1-3/4" MIXTURE SP 125 (PG70-22) CLP OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (EOP TO EOP)

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

6 OF 50

17-MAR-2021

30'-40' VARIES

07:56

R/W

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\006-1604-S-RD-01-Typi calSecti ons.dgn

COUNTY PROJECT NO.

R/W

50'

AR-1604

R/W

40'

FEDERAL PROJECT NO.

VARIES 4'-6'

VARIES 4'-6' TREE LAWN VARIES 0'-3' ± 10.00'

STP-5608(606)

TREE LAWN VARIES 0'-3'

± 10.00'

E-W GATEWAY TIP NO.

6607D-18

± 10.00' MSD:

P-19MSD-00408 TURN LANE

THRU LANE

TURN LANE

THRU LANE

TURN LANE

SIDEWALK

MSD BASE MAP:

SIDEWALK

13F1, 13F4, 13G3

2% OR VARI ES

2% OR ES VARI

EXIST. AGGREGATE BASE

EXIST. CURB AND GUTTER PLACE 3" SUPERPAVE ASPHALTIC CONCRETE (1-3/4" MIXTURE SP 125 (PG70-22) CLP OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (EOP TO EOP)

REV.DATE

REVI SI ONS

JENNINGS STATION ROAD MAINLINE PAVEMENT WEST OF HALLS FERRY RD. TO EAST OF HALLS FERRY RD TYPICAL SECTION 5 STA. 43+85 TO STA. 44+48 STA. 45+08 TO STA. 45+42

APP.

(AS DEEMED NECESSARY BY ENGINEER)

EXIST. CURB AND GUTTER

EXIST. ASPHALT PAVEMENT

EXIST. CONC. PAVEMENT

PAVEMENT AND JOINT REPAIRS

DESCRI PTI ON

MILL 3"

45'

33'±

55'

22'±

VARI ES

ES VARI

MILL 6"

4" TYPE 5 AGGREGATE BASE

4" BASE REPAIR WITH SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP190 (70-22)C

PLACE 2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP 125 (PG70-22) CLP OVER 4" MIXTURE SP 190 (PG 70-22) C (EOP TO EOP)

JENNINGS STATION ROAD MAINLINE PAVEMENT HALLS FERRY RD INTERSECTION TYPICAL SECTION 6 STA. 44+48 TO STA. 45+08

DATE:

TREE LAWN VARIES 0'-3'

SIDEWALK

± 11.00'

± VARIES O'-11'

THRU LANE

TURN LANE

± 5.00'

VARIES O'-11'±

± 11.00'

± 6.00'

TURN LANE

THRU LANE

SIDEWALK

ISLAND

2% OR VARI ES

2% OR ES VARI

F. 314 781 9075

0.50'

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

VARIES 4'-6'

T. 314 781 7770

R/W

40'±

40' ±

St .Loui s,M i ssour i63139

R/W

One Cam pbel lPl aza

3/17/2021

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\007-1604-S-RD-02-Typi calSecti ons.dgn

COUNTY PROJECT NO.

EXIST. CURB AND GUTTER

PAVEMENT AND JOINT REPAIRS (AS DEEMED NECESSARY BY ENGINEER)

40'±

R/W

40'± VARIES 4'-6'

VARIES 4'-6' TREE LAWN VARIES 0'-3' ± 11.00'

± 11.00'

± 5.50'

± 5.00'

± 11.00'

ISLAND

THRU LANE

TREE LAWN VARIES 0'-3' ± 11.00'

NOTE: SIDEWALK

THRU LANE

TURN LANE

THRU LANE

SIDEWALK

THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE

REHABILITATION OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND

MILL 2" TO 6" EXIST. AGGREGATE BASE

MAY DIFFER SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING CONSTRUCTION OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.

2% OR VARI ES

2% OR ES VARI

GUIDANCE TO THE LIMITS OF THE CONCRETE PAVEMENT

PAVEMENT AND JOINT REPAIRS (AS DEEMED NECESSARY BY ENGINEER)

EXIST. CONC. PAVEMENT

EXIST. ASPHALT PAVEMENT

EXIST. CURB AND GUTTER

HALLS FERRY ROAD MAINLINE PAVEMENT SOUTH OF JENNINGS STATION RD. TYPICAL SECTION 8 STA. 139+50 TO STA. 141+25.66

( NORTH)ARS RESURFACI NG

R/W

JENNI NGS STATI ON ROAD

HALLS FERRY ROAD MAINLINE PAVEMENT NORTH OF JENNINGS STATION RD. TYPICAL SECTION 7 STA. 135+65.52 TO STA. 138+50

EXIST. CURB AND GUTTER DESIGNED: PLACE 2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP 125 (PG70-22) CLP OVER 4" MIXTURE SP 190 (PG 70-22) C (EOP TO EOP)

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

7 OF 50

15-APR-2021

EXIST. CURB AND GUTTER

11:17

OVER 4" MIXTURE SP 190 (PG 70-22) C (EOP TO EOP)

PU BLIC W O RK S

EXIST. AGGREGATE BASE

( SHEET 2 OF 2)

EXIST. CONC. PAVEMENT

EXIST. ASPHALT PAVEMENT

TYPI CAL SECTI ONS

PLACE 2" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP 125 (PG70-22) CLP

REPLACE TREELAWN WITH CONCRETE SIDEWALK (4" THICK) AND TYPE 5 AGGREGATE BASE (4" THICK)

TRA N SPO RTA TIO N

MILL 2" TO 6"

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18 MSD:

P-19MSD-00408 MSD BASE MAP:

DESCRI PTI ON APP. BY REV.DATE

DATE:

THE REMOVAL AND REPLACEMENT, OR REHABILITAION OF THE EXISTING STRUCTURE WILL BE DETERMINED BY THE MSD FIELD INSPECTOR. IF THE STRUCTURE IS DETERMINED TO REMAIN IN PLACE, THEN THE TOP SHALL BE ADJUSTED TO GRADE, IF NEEDED.

A MINIMUM 6 INCH CURB OPENING SHALL BE MAINTAINED AT ALL INLETS IN OVERLAY AREAS. SEE DETAIL SHEET #59 IN MSD'S STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009).

STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE: PROJECT DISTRURBANCE = 0.25 ACRES PROJECT RUNOFF DIFFERENTIAL = -0.11 CFS ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATION IN PLACE AT THAT TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN.

PU BLIC W O RK S

F. 314 781 9075

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

St .Loui s,M i ssour i63139

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

8 OF 50

17-MAR-2021

REMOVE REPLACE OR REHAB NOTE:

SPECI AL NOTES

ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD INSPECTION, SHALL CONFORM TO THE METROPLITAN ST. LOUIS SEWER DISTRICT, STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO.

TRA N SPO RTA TIO N

MAINTENANCE OF THE SEWERS DESIGNATED "PUBLIC" SHALL BE THE RESPONSIBILITY OF THE METROPOLITAN ST. LOUIS SEWER DISTRICT UPON DEDICATION OF THE SEWERS TO THE DISTRICT.

( NORTH)ARS RESURFACI NG

STANDARD CONSTRUCTION: JENNI NGS STATI ON ROAD

PUBLIC SEWER MAINTENANCE:

One Cam pbel lPl aza

3/17/2021

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

07:56

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

DETAILED SURVEY PLANS FOR THIS PROJECT HAVE BEEN PREPARED AND THE SCOPE FOR WORK AND ESTIMATED QUANTITIES ARE BASED UPON EVALUATION OF JENNINGS STATION ROAD BY DEPARTMENTAL PERSONNEL EXPERIENCED IN THIS TYPE OF WORK. THE FIELD INVESTIGATION WAS COMPLETED IN SEPTEMBER, 2016. DUE TO HEAVY TRAFFIC VOLUMES, MANY CHANGES MAY BE EXPECTED THROUGH COMMENCEMENT OF CONSTRUCTION, THE COUNTY RESIDENT ENGINEER WILL DIRECT THE CONTRACTOR AS TO THE AMOUNT AND THE EXTENT OF THE VARIOUS OPERATIONS REQUIRED TO COMPLETE THE IMPROVEMENTS IN ACCORDANCE WITH THE GENERAL GUIDELINES SHOWN IN THE SPECIFICATIONS. THE CONTRACTORS WILL BE COMPENSATED ON THE BASIS OF THE ACTUAL FINAL QUANTITIES OF THE VARIOUS PAY ITEMS AS DETERMINED BY THE ENGINEER.

REVI SI ONS

13F1, 13F4, 13G3

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\008-1604-S-RD-01-SPECI AL_SHEET.dgn

COUNTY PROJECT NO.

AR-1604

KEYED NOTES:

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

T.S.C.L. MSD:

P-19MSD-00408 P.R.I.M.U.S.S.E. MSD BASE MAP:

13F1, 13F4, 13G3 3

REVI SI ONS

SEE DETAIL "C"

LEAH

E IV

DB 10750 PG 1531

DB 16292 PG 2785 COMMITMENT# 191225 AREA: 5,935 SF

pb 24 pg 50

P.R.I.M.U.S.S.E.=187 SF T.S.C.L.=171 SF

LEGEND: REPLACE OR REPAIR DEFICIENT CONCRETE SECTIONS (AS DIRECTED BY THE ENGINEER) WITH VARIABLE MILL AND OVERLAY.

PU BLIC W O RK S

SEE DETAIL "F"

( 1 OF 4)

SEE DETAIL "G"

PLAN SHEETS

8748 JENNINGS STATION ROAD

F. 314 781 9075

TRA N SPO RTA TIO N

LOC# 13F131418

BENEFICIARIES

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

LOC# 13F131472

DB 13744 PG 571

8752 JENNINGS STATION ROAD

ANTHONY & ELEANOR ABBACCHI,

T. 314 781 7770

N\F RHEVONDA D. GAMBLIN 2047 HILDRED AVENUE

JOINT TENANTS

N/F

3 N\F FRANK C. SIMMONS 2054 MURVALE DRIVE DB 11912 PG 2168

PHILLIP & GINA ABBACHI

N/F

T.S.C.L.=110 SQ FT

LOC# 13F131270

BEGINNING OF JENNINGS STATION ROAD ALIGNMENT

AREA: 47,916 SF (1.10 ACRES ASSESSOR)

DB 19924 PG 1331

13F4-016D CI (A.T.G.)

STA. 5+00.00

LOC# 13F131061 COMMITMENT# 191243

NT ME SE EA 0 40

ALIGNMENT

DB 17432 PG 1710

N\F BEVERLY GRANBERRY 2046 HILDRED AVENUE

D IL

DB 11642 PG 452

JENNINGS STATION ROAD

JANICE LIVINGSTON 8806 JENNINGS STATION ROAD

13F4-005C MH (LOCATED VIA MSD BASEMAP) (A.T.G.)

8750 JENNINGS STATION ROAD

BEGINNING OF

11 D Y OA RR F BE N R N\ AN O TI 5 GR A 0 Y ST 22 RL S 1 G 17 VE I NG 1 P 31 BE NN 15 F1 JE 20 13 # DB O C L

PHILIP ANTHONY JOESEPH, GINA MARIE & ANNA MARIE ABBACCHI

JOYCE G. BASCOM

C I TR G EC P EL 67 ON 46 I DB

CHRISTINA MARIE,

N\F BEVERLY GRANBERRY

N 'U 10

N/F

13F4-007C MH (A.T.G.)

DETAIL "B"

AD LL RO BE F N\ AM P I ON C T M . STA 686 Y P G 87 GS TH N 9 KA NI 45 09 N 46 12 13 D JE 19 F 22 13F OA # S 00 DB 'R NT SF C# 88 73 20 ME 91 LO 2 T 3 I D 2, .= SF MM :1 .E VE 47 R C O REA .S.S 32 12 SE 19 A =1 .U RE L. .M T# I C. . R. AD EN P. T.S ME TM I SF MM EN 2 CI CO LU 36 7 .= & 33 .E .U HA PG .M I RT 0 R. MA P. 35 DB

SEE

SEE DETAIL "D"

W OODS

577

ON STATI

AMS LLI CA W I MONI

22922

LOC# 13F130877

577

ON STATI

N/F

NGS JENNI

22922

DB 12070 PG 2454

LOC# 13F130822

LOC# 13G341427

NGS 8746 JENNI

CITY OF JENNINGS

AMS W OODS LLI CA W I MONI

8744

N/F

8742 JENNINGS STATION RD

13F4-006D CI (U.I.P.)

13F4-007D CI (A.T.G.)

Y AD RR RO F BE N N\ O AN TI 9 GR A ST 328 Y RL G S 4 PG 101 4 4 N VE I BE 51 13 12 NN 0 F 19 F JE 19 13 S # T# 02 DB EN F OC 24 88 L TM 6,8 8 S I M M A:1 =21 E L. AR .C . S T.

MH (A.T.G.)

13F4-017D CI (A.T.G.)

13F4-126D CI (A.T.G.)

3/17/2021

JENNI NGS STATI ON ROAD

STA. 5+83.00

1 6+ 00

13F4-010D CI (U.I.P.)

13F4-006C MH (A.T.G.)

1 5+ 00

1 4+ 00

1 3+ 00

1 2+ 00

1 1 + 00

13F4-002C MH (A.T.G.)

1 0+ 00

9+ 00

8+ 00

7+ 00

6+ 00

5+ 00

13F4-003C MH (A.T.G.)

DATE:

One Cam pbel lPl aza

13F4-015D CI (A.T.G.)

St .Loui s,M i ssour i63139

ROAD

LLC

M.EASLEY

1171

STATI ON

N\F

23402 PG

8845 JENNI NGS

LOC# 13F410076

N\F

ROAD

NATI ONAL I NVESTMENTS

ROAD

503

STATI ON

22028 PG

LOC# 13F410043

MI LLI E A.EASLEY

W ESTERN

N52°55'36.0"E

BEGIN PROJECT

BOA STA.=5+00.00 BOA-N=32,016.40 BOA-E=30,908.01

N\F

DI ANE M.LANE

2158

STATI ON

9151 PG

JENNI NGS

LOC# 13F131582

N\F

STATI ON

ROAD

JENNINGS STATION ROAD

EXIST R/W

EXISTING BUS STOP SIGN (T.B.R.&R.B.O.)

13F4-125D CI (A.T.G.)

13F4-003D CI (REPLACE LID)

8841 JENNI NGS

8833

61 AVON E BARNES

DB 10669 PG 1470 LOC# 13F131546

N\F

8829 JENNI NGS

62 PAULA DUNLAP

5000

STATI ON

LOC# 13F131454

13F4-005D CI (A.T.G.) 13F4-004D CI (A.T.G.)

DB 21391 PG 812

17688

LOC# 13F131317

2101 GREENSBROOK DRIVE

JENNI NGS

DB 16559 PG 1353

N\F WILLIE BAKER

LOC# 13F131519

N\F ROSEMARY CARONCINO

D R IV

N\F

ROAD

A.JONES

781

PEGGY

MH (A.T.G.)

13G3-216C MH (U.I.P.)

2100 GREENSBROOK DRIVE

EXIST R/W 1 CI (REPLACE LID AND SILL)

ARTHUR JR.&

7774

8811 JENNI NGS STATI ON

LOC# 13F131261

13F4-0279C CI (A.T.G.)

N\F SAMELLA GRAYS

8807

NUE

EXISTING BUS STOP SIGN (T.B.R.&R.B.O.)

JENNI NGS STATI ON ROAD DB 6916 PG 2448 LOC# 13F131225

T.S.C.L.=192 SF

66 N\F E MARK CURRI

P.R.I.M.U.S.S.E.=384 SF

TMENT# 191230 COMMI AREA:6,098 SF T.S.C.L.=288 SF

AVE

LO C #

N/F NG S NNI F JE O AD TY O CI ON R I STAT NG S I JENN 4 54 874 1 PG 2 2070 DB 1 EL 1 PARC 3 4 070 13G 3

AREA: 34,212 SF

8825

COMMITMENT# 191229

5' EASEMENT PB 38 PG 70 5' EASEMENT PB 38 PG 70

O N RD LLC NGS STATI 8837 JENNI O N ROAD NG S STATI 8837 JENNI DB 22507 PG 913 LOC# 13F131601

LOC# 13G341519

SEE DETAIL "E"

LINE16+00

DB 3411 PG 255

ON ROAD NGS STATI 8803 JENNI DB 15546 PG 1520 LOC# 13F131193

13F4-001D DCI (U.I.P.)

BRO

2120 HORD AVE.

MATCH

N/F CITY OF JENNINGS

13F4-004C MH (A.T.G.)

H OR

.M .R.I

CO M

SF,P

( NORTH)ARS RESURFACI NG

69 N/F NG S ENNI OF J RO AD TY ON I CI STAT NG S I JENN 284 PG 874 7 598 DB 3 1519 4 13G 3 6 24 LO C # 9124 L.=7 T# 1 .S.C . TM EN MI SF,T 109 S.E.= .U.S.

31 10,7

G RE

: AREA

N/F E LO DG ELKS RO AD EST ON I KEY W STAT NG S I JENN 154 3 PG 874 5 1084 0 DB 2 4 073 13G 3 8 LO C # 9122 T# 1 TM EN MI SF CO M 4 61 :14 , SF AREA E=52 .S.S. .M .U P.R.I 6 SF .L.=6 T.S.C

REV.DATE

SEE DETAIL "A"

APP.

13F4-002D DCI (U.I.P.)

DESCRI PTI ON

P.S.E.

DESIGNED:

K. OSHAUGHNESSY

4" SIDEWALK REPLACEMENT.

DRAWN: 0

6" SIDEWALK REPLACEMENT.

120

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SCALE IN FEET

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

SHEET SEQUENCE: SCALE: 1" = 40'

9 OF 50

17-MAR-2021

07:56

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\009-1604-S-RD-01-RDW Y_PLAN.dgn

COUNTY PROJECT NO.

AR-1604

KEYED NOTES:

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

T.S.C.L. MSD:

P-19MSD-00408 2

P.R.I.M.U.S.S.E. MSD BASE MAP:

REVI SI ONS N\F

N\F MIGDADY LLC

8878 JENNINGS STATION ROAD

8890 JENNINGS STATION ROAD

8898 JENNINGS STATION ROAD

8904 JENNINGS STATION ROAD

DB 19429 PG 541

DB 17960 PG 2928

DB 19689 PG 4142

DB 22052 PG 1537

LOC# 13F421494

LOC# 13F421607

LOC# 13F421582

LOC# 13F421483

COMMITMENT# 191241

COMMITMENT# 191240

COMMITMENT# 191239

COMMITMENT# 191238

AREA: 31,239 SF

AREA: 13,911 SF

AREA: 12,090 SF

AREA: 19,801 SF

T.S.C.L.=2,276 SF

T.S.C.L.=1,070 SF

T.S.C.L.=930 SF

P.S.E.=158 SF

8902 JUDY COURT DB 19435 PG 145 LOC# 13F420451

LEGEND: REPLACE OR REPAIR DEFICIENT CONCRETE SECTIONS (AS DIRECTED BY THE ENGINEER) WITH VARIABLE MILL AND OVERLAY.

NOTE: THE COMMERCIAL ENTRANCE APPROACHES

4" SIDEWALK REPLACEMENT.

AT 8878 JENNINGS STATION ROAD, 8890 JENNINGS SATION ROAD, AND

6" SIDEWALK REPLACEMENT.

DESIGNED:

8898 JENNINGS STATION ROAD WILL BE

K. OSHAUGHNESSY

CONSTRUCTED WITH VERY EARLY CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

STRENGTH CONCRETE

DRAWN: 0

120

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND

TYPE C ASPHALT REPLACEMENT.

SCALE IN FEET SHEET SEQUENCE: SCALE: 1" = 40'

10 OF 50

17-MAR-2021

07:56

N\F JENNINGS PROPERTY LLC

JENNI NGS STATI ON ROAD

JU D Y

SEE DETAIL "Q"

PU BLIC W O RK S

N\F KALIKA INC

( 2 OF 4)

N\F SHELTOWN INVESTMENTS LLC

COU R T

N\F JENNINGS PROPERTY LLC

PLAN SHEETS

F. 314 781 9075

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

13F1-071D CI (U.I.P.)

COU R T

EXISTING BUS STOP SIGN (T.B.R.&R.B.O.)

JU D Y

3/17/2021 T. 314 781 7770

27+ 00

26+ 00

25+ 00

DATE:

St .Loui s,M i ssour i63139

1102

CARMAN LEROY & JACQUELI NE C.SAVAGE

8449 PG

8920 LUCERNE COURT

LOC# 13F420882

N\F

RI CHARDSON

N\F

DANI EL Z.CAROLL 8916 LUCERNE COURT DB 22618 PG 1996 LOC# 13F420846

EVERETT

LOC# 13F420837

810

8912 LUCERNE COURT DB 12075 PG 290

N\F

8851 PG

LUCERNE COURT

SONJA A.W OOD

8908

LOC# 13F420781

N\F

VERA C.BRAXTON

13F1-066D MH (A.T.G.)

AREA: P.S.E. = 110 SF

13F1-070D CI (A.T.G.)

SEE DETAIL "P"

DB 20161 PG 1752 LOC# 13F131610 COMMITMENT# 191242

694

13F1-067D CI (A.T.G.)

SEE DETAIL "O"

ST. LOUIS METRO BAPTIST ASSOCIATION 8850 JENNINGS STATION ROAD

15031 PG

N\F

LUCERNE COURT

P.S.E.= 22 SF

PI STA.=16+99.00 PI-N=32,739.21 PI-E=31,864.65 PC=16+79.00 PT=17+18.90 =10°01'35.0" (RT) D=25°07'47.0" L=39.90 T=20.00 R=228.00

8904

SEE DETAIL "M"

LOC# 13F420763

LOC# 13F410197

LOC# 13F131564

4 6

CURVE 1 DATA

DB 17606 PG 212

N\F

2055 PARK LANE

SEE DETAIL "J"

24+ 00

23+ 00

PT17+18.90

T N E

G 00 P +79. 27 PC 16 B

M E S A 'E 5

16+0

E 24" 04' S37°

13F1-052C MH (U.I.P.)

N\F

SEE DETAIL "L"

PAUL & PECOLIA CAESAR

DENI SE CURTI S

13F1-069D CI (A.T.G.)

13F1-064D CI (A.T.G.)

DB 21850 PG 4283

8844 JENNINGS STAION ROAD

EXIST. R/W

DTRE HOLDINGS LLC

13F1-099D CI (U.I.P.)

8900 LUCERNE COURT

LOC# 13F420626

22+ 00

21 + 00

20+ 00

1 9+ 00

1 8+ 00

00 7+ 1

00 6+ 1

NE H LI

13F1-040C MH (A.T.G.)

13F1-097D CI (A.T.G.)

AREA: 11,728 SF

DB 10333 PG 2193

13F1-041C MH (LOCATED VIA MSD BASEMAP) (A.T.G.)

ROAD

SEE DETAIL "H"

COMMITMENT# 191242

2100 FAIRHAVEN DRIVE

1176

LOC# 13F410313

LOC# 13F420727

13F1-068D CI (A.T.G.)

DB 6880 PG 851

DB 13729 PG

HENRY L. LINDSEY

EXISTING BUS STOP

N\F

E IV

N\F

8871 JENNINGS STATION ROAD

SIGN (T.B.R.&R.B.O.)

D A

HARTSELL JR. & NADINE V. NUNN

TRA N SPO RTA TIO N

LOC# 13F410450

13F1-098D CI (A.T.G.)

SEE DETAIL "G"

(T.B.R.&R.B.O.)

N62°57' 1 1 . 0" E

DB 19213 PG 2862 N\F

( NORTH)ARS RESURFACI NG

R 2101 BROOKFIELD DRIVE

BUS STOP SIGN

SEE DETAIL "N"

One Cam pbel lPl aza

D LOCKYTEE HUMPHREY

EXISTING

ROAD

D.JOHNSON

1495

R N IO 8 0 M T F U A 17 3 \ A T N 6 IB S PG 2 L 10 E GS 4 6 F IN 0 6 12 N 3 N 2 # E J C B D LO

N\F

STATI ON

CALVI N

12013

N\F

13F1-045D CI (A.T.G.)

EXIST. R/W

13F1-052C MH (U.I.P.)

REV.DATE

H IR

5 6

J ENNI NGS STATI ON

CURVE 1

13F1-051D MH (U.I.P.)

8861 JENNI NGS

LOC# 13F410221

CARONCI NO

N\F

1622

STATI ON ROAD

18786 PG

JENNI NGS

ROSEMARY

8857 LOC# 13F410203

M AT C

N\ F ON O AD BENT ON R RO SA TATI S NG S I 228 JENN PG 1 884 9 94 7 10111 DB 6 13F4 LO C #

MI CHELLE J.&

LUCERNE COURT

MATCH LINE 27+00

13F1-022C MH (U.I.P.)

APP.

NEW 7'x8' BUS PAD, SEE DETAIL SHEET 49

A V EN U E

R 13F1-069C MH (U.I.P.)

SEE DETAIL "I"

13F1-096D CI (U.I.P.)

E 0" 36. 55' ° 2 5 N

P.S.E.

SH A N N ON

13F1-046D CI (A.T.G.)

SEE DETAIL "K"

DESCRI PTI ON

13F1, 13F4, 13G3

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\010-1604-S-RD-02-RDW Y_PLAN.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

KEYED NOTES:

E-W GATEWAY TIP NO.

6607D-18

LOCATOR NO. 13F421076

AREA: 9,267 SF TSCL=358 SF

13F1-082D

CI (U.I.P.)

N\F JERRY E. & AURELINE

AREA: 113,934 SF

N\F

T.S.C.L.=3,243 SF

T.S.C.L.=286 SF

DT RETAIL PROPERTIES LLC 8941 JENNINGS STATION ROAD

EXISTING ENTRANCE TO BE REMOVED AND REPLACED WITH NEW SIDEWALK AND TREE LAWN

SEE DETAIL "W"

1-2

NEW CURBLINE

CI 13F1-143D CONVERT CURB INLET INTO AREA INLET 1-1

PROPOSED SEWER PIPE

AI 1.3 (P002958301) AREA INLET (U.I.P.)

PROPOSED CURB INLET 13F1-081D

CI (U.I.P.)

A. ROCKKETTE

EXIST. 15' EASEMENT

4 1

DB 19363 PG 2459

EXI ST.R/W

38+00

PSE DB 21 471PG 546

CI (U.I.P.)

SEE DETAIL "T"

2089 COLERIDGE DRIVE

2080 RANCHDALE DRIVE

DB 10132 PG 1891

DB 19153 PG 1208

LOC# 13F421065

LOC# 13F421120

SEE DETAIL "U"

29 13F1-077D MH (U.I.P.)

N\F

HAZEL E. WRIGHT

RANDELL L. WARMANN

2073 RANCHDALE DRIVE

8960 JENNINGS STATION ROAD

DB 20521 PG 1533

DB 19475 PG 1729

LOC# 13F421186

LOC# 13F510808

SEE DETAIL "Y" 13F1-078D CI (A.T.G.) (REPLACE LID AND SILL)

SEE DETAIL "V"

D R IV E

ROAD

R A N CH D A LE

13F1-265D

LOC# 13F420956

N\F CHARLOTTE KELLY

LEGEND: REPL ACE OR REPAI R DEFI CI ENT CONCRETE SECTI ONS ( AS DI RECTED BY THE ENGI NEER) WI TH VARI ABL E MI L L AND OVERL AY.

PU BLIC W O RK S

DB 11903 PG 1352

N\F ANNE DALE

CI (U.I.P.)

( 3 OF 4)

SHEILAH HAMILTON 2088 COLERIDGE DRIVE

PLAN SHEETS

LOC# 13F420873

N\F

13F1-076D

F. 314 781 9075

2075 WEDGEWOOD DRIVE DB 21662 PG 4550

COLER ID G E

LLC

ROAD

SEE DETAIL "R"

W ED G EW OOD

N\F

ALCAMMM

1168

STATI ON

22526 PG

LOC# 13F420718

1857

DONAHOO

STATI ON

N\F

CHARLES

22338

JENNI NGS

8916 JENNI NGS

8912

COU R T

LOC# 13F420709

JU D Y

N\F

CSMA BLT LLC

TRA N SPO RTA TIO N

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

TRUNCATED DOMES

T. 314 781 7770

EXI ST.R/W

RETROFIT

JENNI NGS STATI ON ROAD

MATCH

38+ 00

37+ 00

36+ 00

35+ 00

MH (A.T.G.)

33+ 00

13F1-074D

32+ 00

MH (A.T.G.)

31 + 00

13F1-075D

30+ 00

29+ 00

28+ 00

27+ 00

3/17/2021

St .Loui s,M i ssour i63139

N62°57' 1 1 . 0" E

DATE:

One Cam pbel lPl aza

JENNINGS STATION ROAD

( NORTH)ARS RESURFACI NG

JENNINGS STATION

CI (U.I.P.)

34+ 00

LINE

13F1-072D

LINE

LLC

LOC# 13F421010

CI (U.I.P.)

DESCRI PTI ON

1-0

13F1-073D

SEE DETAIL "Q"

REVI SI ONS

1-3

355/505

8936 LUCERNE COURT

DB 21300 PG 1382 LOC# 13F511122

SEE DETAIL "X"

13F1-144D CONVERT CURB INLET INTO AREA INLET CONNECT TO PROPOSED CURB INLET CI

APP. BY

LOC# 13F421726 COMMITMENT# 191233

MATCH

N\F

BSD HOLDI NG

2498

LUCERNE COURT

22756 PG

8932

LOC# 13F420983

N\F

LUCERNE COURT

2312

JEANETTE JONES

8928

8599 PG

1431

LOC# 13F420965

N\F

LUCERNE COURT

16102

LI NDA A.BROOKS

8924

LOC# 13F420901

27+00

REV.DATE

8933 JENNINGS STATION ROAD

P.R.I.M.U.S.S.E.=156 SF

A DA

NEW 7'x8' BUS PAD, SEE DETAIL SHEET 49

DB 21822 PG 2037

SEE DETAIL "S"

8940 LUCERNE COURT

EXISTING ADA COMPLIANT CURB RAMP (U.I.P.)

DESIGNED:

K. OSHAUGHNESSY

4" SI DEWAL K REPL ACEMENT.

DRAWN: 0

6" SI DEWAL K REPL ACEMENT.

120

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SCALE IN FEET

CONCRETE ROADWAY/DRI VEWAY REPL ACEMENT.

SHEET SEQUENCE: SCALE: 1" = 40'

11OF 50

17-MAR-2021

23377/358

N\F

AREA: 58,175 SF

W O R TLE Y

JEROME HARDENE

P.S.E.

KROGER LIMITED PARTNERSHIP

COMMITMENT# 191232

N/F

13F1, 13F4, 13G3

LOC# 13F421708

P.R.I.M.U.S.S.E.

A V EN U E

DB 18915 PG 342

MSD BASE MAP:

R OA D

8929 JENNINGS STATION ROAD

R IV ER

N\F SWH INVESTMENTS III LLC

MSD:

P-19MSD-00408

OSA G E

V A CA TED CITY OF JEN N IN G S OR D # 2245 R IG H TS R EM A IN

U TILITY

T.S.C.L.

07:56

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\011-1604-S-RD-03-RDW Y_PLAN.dgn

STEAM BOAT PASS NGS ORD.2332 ENNI TY OF J VACATED BY CI

STEAMBOAT PASS ROAD

AR-1604

WESTCHESTER DRIVE

1 3 4 + 0 0

FEDERAL PROJECT NO.

STP-5608(606)

KEYED NOTES:

E-W GATEWAY TIP NO.

6607D-18

BEGINING OF 1

HALLS FERRY ROAD

78 N\F NEI GHBORS CREDI T UNI ON 8935 J ENNI NGS STATI ON ROAD DB 1 7680 PG 4002 L OC# 1 3F531 1 02

M DB SD 21 EA 85 SE ME 3 PG NT 57 5

SEE DETAIL "CC"

13F1-138D GI (U.I.P.)

13F1-0321D CI (U.I.P.)

13F1-281D DCI (U.I.P.) 4

3/17/2021

L OC# 1 3F5301 30 COMMI TMENT# 1 91 227 P. R. I . M. U. S. S. E= 60 SF

13F1-233D CI (U.I.P.)

SEE DETAIL "DD"

13F1-112S MH (U.I.P.)

PI138+29.90

13F1-140D AI (U.I.P.)

REVI SI ONS

BY REV.DATE DATE:

N\F AL AN G.DI NH 9401J ENNI NGS STATI ON ROAD DB 1 8903 PG 1 388

EXIST. R/W

13F1-227D CI (U.I.P.)

13F1-137D GI (U.I.P.) 13F1-136D GI (U.I.P.)

13F1-276D CI (U.I.P.)

END PROJECT

13F1-148D MH (A.T.G.)

45+ 00

44+ 00

43+ 00

42+ 00

41 + 00

40+ 00

39+ 00

38+ 00

MATCH

STA. 45+42.00

1 3 9 + 0 0

N62°57'11.0"E

46+ 00

LINE

JENNINGS STATION ROAD

TRA N SPO RTA TIO N

38+00

SEE DETAIL "FF"

END OF

13F1-226D CI (U.I.P.)

JENNINGS STATION ROAD ALIGNMENT

13F1-135D CI (A.T.G.) (REMOVE AND REPLACE INLET LID)

SEE DETAIL "AA"

31 N\F

CI (U.I.P.)

9285 HALLS FERRY ROAD

13F1-145D CI (A.T.G.) (REPLACE LID)

1 4 0 + 0 0

DB 20104 PG 1902

SEE DETAIL "BB"

LOC# 13F511078 COMMITMENT# 191236

JENNINGS CENTER INC

AREA: 94,271 SF T.S.C.L.=32 SF

AREA: 263,460 SF

N25° 47' 28.0"E

LOC# 13F511089 COMMITMENT# 191237

SEE DETAIL "EE"

P.S.E.=16 SF T.S.C.L.=27 SF

LEGEND:

4" SI DEWAL K REPL ACEMENT. CONCRETE ROADWAY/DRI VEWAY REPL ACEMENT.

5'W ATER EASEMENT DB 10793 PG 2123 (#17)

REPL ACE OR REPAI R DEFI CI ENT CONCRETE SECTI ONS ( AS DI RECTED BY THE ENGI NEER) WI TH VARI ABL E MI L L AND OVERL AY.

STA. 46+00.00 END OF JENNINGS STATION ROAD ALIGNMENT

N\F LFI JENNINGS LLC

8970 JENNINGS STATION ROAD DB 17471 PG 4154

13F1-113S MH (A.T.G.)

141+00

73 N\F NAOMI B.QUI N & RONAL D S.BOONE 9400 J ENNI NGS STATI ON ROAD DB 8352 PG 22 L OC# 1 3F530031 COMMI TMENT# 1 91 226 P. R. I . M. U. S. S. E. = 50 SF

EOA STA.=46+00.00 EOA-N=34,058.40 EOA-E=34,448.47

JENNINGS STATION ROAD STA. 44+79.79= HALLS FERRY ROAD STA. 139+04.82

9401

N\F EARL EY WHI TE SHI RL EY 9401EDGEWATER DRI VE DB 22677 PG 760 L OC# 1 3F51 0972

END OF HALLS FERRY ROAD ALIGNMENT EOA STA.=142+00.00 EOA-N=33,737.96 EOA-E=34,469.84

( NORTH)ARS RESURFACI NG

13F1-116D CI (A.T.G.)

13F1-133D MH (A.T.G.)

JENNI NGS STATI ON ROAD

EXIST. R/W

DESIGNED:

K. OSHAUGHNESSY

END PROJECT

DRAWN:

STA. 141+25.66

120

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND

END OF HALLS FERRY ROAD ALIGNMENT STA. 142+00.00 1 4 2 + 0 0

SCALE IN FEET

EDGEWATER DRIVE

SHEET SEQUENCE: SCALE: 1" = 40'

12 OF 50

17-MAR-2021

13F1-282D DCI (U.I.P.)

07:56

13F1-139D GI (U.I.P.)

SEE DETAIL "Z"

P.S.E.=96 SF

1146

13F1-0322D MH (U.I.P.)

P.R.I.M.U.S.S.E= 334 SF

L OC# 1 3F5301 85

PU BLIC W O RK S

P.S.E.=39 SF

T.S.C.L.= 20 SF

( 4 OF 4)

AREA: 46,836 SF

T.S.C.L.=50 SF

AREA: 67,234 SF

N\F BAI L EY PRI SCI L L A 9400 BL UEGRASS DRI VE DB 1 0390 PG 1 3648

PLAN SHEETS

AREA: 1.11 ACRES (ASSESSOR)

LOC# 13F531111 COMMITMENT# 191235

MH 1.2 (P002958301) (U.I.P.)

LOC# 13F531131 COMMITMENT# 191234

DB 18923 PG 1140

18923

13F1-142D MH (U.I.P.)

LOC# 13F531142 COMMITMENT# 192249

BLUEGRASS DRIVE

F. 314 781 9075

DB 21032 PG 1604

DB 1 1 548 PG 0969 L OC# 1 3F530273

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

8949 JENNINGS STATION ROAD

DB 21302 PG 3078

N\F J EFFRI ES ROSEMARY 9401BL UEGRASS DRI VE

T. 314 781 7770

8945 JENNINGS STATION ROAD

DB 21300 PG 1382 LOC# 13F511122

NEW 7'x8' BUS PAD, SEE DETAIL SHEET 49

St .Loui s,M i ssour i63139

BRIDGESTONE RETAIL OPERATIONS LLC

N26°47' 44.0"E

OREILLY AUTOMOTIVE STORES INC.

8983 JENNINGS STATION ROAD

1 38+ 00

N\F

DT RETAIL PROPERTIES LLC 8941 JENNINGS STATION ROAD

MCDONALD'S REAL ESTATE COMPANY

AREA DB

N\F

EXISTING ADA COMPLIANT CURB RAMP (U.I.P.)

137+00

N\F

ACCESS

N\F

One Cam pbel lPl aza

SEW R

P.S.E.

R OA D 1 3 6 + 0 0

H A LLS FER R Y

STA. 135+65.52

13F1, 13F4, 13G3

1 3 5 + 0 0

BEGIN PROJECT

P.R.I.M.U.S.S.E.

DESCRI PTI ON

N\F GRI SMORE GL ORI A D 9400 WESTCHESTER DRI VE DB 1 1 1 63 PG 2320 L OC# 1 3F530341

MSD BASE MAP:

APP.

STA. 134+00.00

BOA STA.=134+00.00 BOA-N=34,454.93 BOA-E=34,115.01

MSD:

P-19MSD-00408

ALIGNMENT BEGINING OF HALLS FERRY ALIGNMENT

T.S.C.L.

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\012-1604-S-RD-04-RDW Y_PLAN.dgn

COUNTY PROJECT NO.

7.31'

30.80'

PB 9 PG 13

T.S.C.L.

293

N37°04'24"W N66°38'26"E

PULLBOX (A.T.G.)

BEGIN PROJECT

103 S52°53'28"W

STA. 5+83.00

24.41'

WSV (A.T.G.)

CI (REPLACE LID AND SILL)

S52°53'28"W

DEDICATION PLAT

N53°36'54"E WSV

MH (A.T.G.) N52°53'28"W

FH (U.I.P.)

138

28.28'

EXIST R/W

FOUND CROSS N52°53'28"E 0.18'

132

WSV

24.87'

SIGN (U.I.P.)

N37°04'24"W 6.49' P L

P L

146

P L 30.14' 8' SHRUB (U.I.P.)

RD ON STATI

NGS TAKI NO

NO.13F131638

NGS JENNI

LOCATOR

N/F

PHILLIP & GINA ABBACHI 16292/2785

ANTHONY & JOSEPHINE ABBACCHI

LOCATOR NO. 13F131904

11565/1543

8752 JENNINGS STATION RD AREA: 5,935 SF

8748

10750/1531

ELEANOR &

N/F

ES ARI CI ,BENEFI ABBACCHI

ANTHONY

32"E S37°06'

NO TAKINGS

T.S.C.L.

6.00'

LOCATOR NO. 13F131894

P.R.I.M.U.S.S.E.=187 SF

8750 JENNINGS STATION RD

T.S.C.L.=171 SF

NO TAKINGS

P L

151

13.13'

156

STAIRS & HANDRAIL (T.B.R.&R.)

S52°55'36"W 6.46'

T.S.C.L.

DATE:

P.R.I.M.U.S.S.E.

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

N/F

BEVERLY GRANBERRY

19051/3289

17432/1710

N/F 16579/1040

LOCATOR NO. 13F131014

LOCATOR NO. 13F131061

8802 JENNINGS STATION ROAD

8806 JENNINGS STATION ROAD

LOCATOR NO. 13F130987

AREA: 16,824 SF

AREA: 47,916 SF (1.10 ACRES ASSESSOR)

8800 JENNINGS STATION RD

T.S.C.L.=218 SF

T.S.C.L.=110 SF

AREA: 12,273 SF

GERRARD PLACE

T.S.C.L.=132 SF

PROJECT COORDINATE SYSTEM

3/16/2021

JAMES E. & KATHY M. CAMPBELL

P.R.I.M.U.S.S.E.= 391 SF

PROJECT COORDINATE SYSTEM

(U.I.P.)

S61°01'04"E

152 S52°55'36"W

GSV

P L

NO TAKINGS

6.00'

04 ' 01 1° S6

NO TAKINGS

150 S37°04'24"E

LOCATOR NO. 13F130877 8746 JENNINGS STATION RD

UP (U.I.P.)

04 ' 01 1° S6

LOCATOR NO. 13F130822 8744 JENNINGS STATION RD

20.79'

"E 04 ' 01 ND S 1° LA RD S6 C O SF OF RE P I 2 TR I TY =36 . 'S C .E 20 37 .S 3 .S 0/ M .U . I 35 R. P.

LOCATOR NO. 13G341427 8742 JENNINGS STATION RD

FENCE (U.I.P.)

22922/577

CHAIN LINK

52 8'

22922/577

5 0° N6

12070/2454

N/F

159

S52°55'36"W

11.09'

22.00'

N/F MONICA WILLIAMS WOODS

12.00'

S52°55'36"W

32.07'

S52°55'36"W

S37°04'24"E

N37°04'24"W

149

131.86'

SIGN (U.I.P.)

157

21.91'

140

52 8'

N/F MONICA WILLIAMS WOODS

5 0° N6

N/F CITY OF JENNINGS

32"W N37°06'

6.57'

EXIST R/W

158

154

S61°01'04"E

S52°55'36"W

11.79'

N37°04'24"W

7.12'

147

S52°55'36"W

S60°58'52"E

(A.T.G.)

N52°55'36"E

22.00'

FOUND IRON PIPE

153

P L

P.R.I.M.U.S.S.E.

S52°55'36"W

DEDICATION PLAT (PB 28 PG 51)

GSV

S52°55'36"W

P L

(U.I.P.)

CI (A.T.G.)

10' WIDENING ROAD

155

(U.I.P.)

6.57'

8' SHRUB

T.S.C.L.

P L

UP (U.I.P.)

STAIRS & HANDRAIL

S61°01'04"E

S OS C R 2' 6 T 0. CU D "W UN 15 ' FO 15 1° N6 PE PI ' N 18 0. RO I "E D 08 UN ' 01 FO 9° N2

SET IRON ROD & CAP

15.46'

51.53'

(U.I.P.)

GSV (A.T.G.B.O.)

141

CONSTR. C L

N52°55'36"E

j j

137

142

(U.I.P.)

134

PULLBOX (A.T.G.)

N52°55'36"E

S42°40'58"E 0.15'

7.08' 10' SHRUB (U.I.P.) S52°55'36"W

(U.I.P.)

3.00'

CI (U.I.P.)

CUT CROSS j

35.61' N60°58'52"W

24.00'

50.00'

45.00'

N37°06'32"W

131

UP (U.I.P.)

(T.B.R.) j

SIGN (U.I.P.)

S52°53'28"W

(U.I.P.)

N52°55'36"E 65.16'

PULLBOX

SIGN (U.I.P.)

WSV (U.I.P.)

SIGNAL (T.B.R.)

136

(A.T.G.)

GSV j

27.26'

JENNINGS STATION ROAD

PULLBOX (T.B.R.)

GSV (A.T.G.B.O.)

PLAT (PB 28 PG 51)

WSV (A.T.G.)

N52°55'36.0"E

144

CI (A.T.G.) 10' WIDENING ROAD DEDICATION

1 0+ 00

N52°53'28"E

135

CI (REPLACE LID)

9+ 00

WSV (U.I.P.)

8+ 00

N52°53'28"E 0.38'

66.59'

FOUND IRON PIPE ADOPT FOR LINE WSV

CI (U.I.P.)

LOUIS COUNTY 7347/1238

10.94' SIGNAL (T.B.R.)

UP (U.I.P.)

(PB 28 PG 51)

(A.T.G.)

N60°58'52"W

WSV (A.T.G.)

DEDICATION PLAT

WSV (A.T.G.)

27.74'

10' WIDENING ROAD

FOUND CROSS

S52°53'28"W

N52°53'28"E

10.36' MH (A.T.G.)

133

PROPERTY CONVEYED TO ST.

7+ 00

N53°36'54"E

10.94' UP (U.I.P.)

21.87'

SET SPINDLE

WSV (A.T.G.)

19.34'

WSV (U.I.P.)

S60°58'52"E

299

110

SET CUT CROSS

143

20.37'

(A.T.G.)

6+ 00

5+ 00

MH (U.I.P.)

0.56'

46.94'

N52°53'28"E

(PB 28 PG 51)

2.32'

S52°53'28"W

100

S60°58'52"E

(A.T.G.)

10' WIDENING ROAD

UP (T.B.R.&R.B.O.)

PB 25 PG 30

LOT 1

SURVEYOR'S CERTIFICATION

OFFSET

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY, PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS,

32067.8627

30976.1175

5+85.36

0.00

* 138

32177.9021

31154.1001

7+43.70

19.50 RT

101

32040.5956

30889.7332

5+00.00

30.32 LT

139

N/A

102

32093.7606

30960.0074

5+88.12

30.37 LT

140

32169.1456

31169.8849

8+01.02

36.00 RT

103

32101.9392

30966.1212

5+97.93

33.21 LT

141

32150.9756

31145.8365

7+70.88

36.00 RT

104

32110.2447

30977.6648

6+12.14

32.88 LT

142

32135.9805

31125.9903

7+46.00

36.00 RT

105

32108.4874

30979.4735

6+12.53

30.39 LT

143

32191.0976

31171.5421

8+15.57

19.50 RT

106

32095.4633

30958.3764

5+87.84

32.72 LT

* 144

32185.5269

31181.6179

8+20.25

30.00 RT

107

32111.5333

30974.2880

6+10.23

35.95 LT

145

N/A

108

32120.6638

30964.7024

6+08.08

49.01 LT

146

32182.3524

31187.3643

8+22.93

36.00 RT

109

32148.9566

31008.7996

6+60.32

45.00 LT

* 147

32224.8148

31233.6110

8+85.42

30.00 RT

110

32138.6539

31019.3481

6+62.53

30.42 LT

148

N/A

111

32200.8359

31101.5411

7+65.59

30.48 LT

149

32221.6338

31239.3539

8+88.09

36.00 RT

112

32202.4316

31100.3354

7+65.59

32.48 LT

150

32214.9505

31230.5084

8+77.00

36.00 RT

113

32214.4307

31116.1960

7+85.48

32.50 LT

151

32210.1633

31234.1255

8+77.00

42.00 RT

114

32244.4065

31123.2728

8+09.20

52.15 LT

152

32196.9009

31216.5724

8+55.00

42.00 RT

* 115

32229.1535

31138.9717

8+12.53

30.51 LT

153

32201.6881

31212.9554

8+55.00

36.00 RT

116

32204.8252

31098.5269

7+65.59

35.48 LT

154

32255.8810

31274.7277

9+36.96

30.00 RT

117

32217.1178

31114.7754

7+85.97

35.50 LT

* 155

32265.2003

31287.0619

9+52.41

30.00 RT

118

32240.3599

31120.2625

8+04.36

50.73 LT

156

32258.8383

31298.5476

9+57.74

42.00 RT

119

32245.9124

31114.5476

8+03.14

58.61 LT

157

32246.3066

31281.9617

9+36.96

42.00 RT

120

32249.4974

31118.0330

8+08.09

59.37 LT

158

32272.3083

31296.4695

9+64.21

30.00 RT

121

32272.4400

31180.5260

8+71.78

40.00 LT

159

32262.7340

31303.7036

9+64.21

42.00 RT

122

32290.2717

31204.1266

9+01.36

40.00 LT

291

32121.7822

30965.7899

6+09.63

49.25 LT

123

32282.2930

31210.1549

9+01.36

30.00 LT

292

32134.7437

30978.3935

6+27.49

51.99 LT

* 124

32265.3874

31187.7801

8+73.31

30.00 LT

293

32129.7820

30983.4218

6+28.52

45.00 LT

131

31986.5022

30922.6517

493.66

32.68 RT

294

32139.9681

31018.0025

6+62.25

32.28 LT

* 132

32026.6779

30975.7567

5+60.25

32.64 RT

295

32147.4873

31028.2069

6+74.92

32.13 LT

* 133

32029.0703

30973.9468

5+60.24

29.64 RT

296

32150.3228

31034.7722

6+81.87

30.43 LT

* 134

32103.4470

31072.2590

6+83.52

29.67 RT

297

32142.5451

31015.3640

6+61.70

35.93 LT

135

32139.4141

31119.8008

7+43.13

29.53 RT

298

32149.0693

31024.1468

6+72.64

BY SAID PROFESSIONAL.

RIGHT OF WAY SUMMARY PARCEL NO.

OWNER

EXIST. PROPERTY

PRIMUSSE

PSE

TSCL

REMAINDER

5,935

187

171

5,935

132

12,273

PHILLIP & GINA ABBACHI

20' STRIP OF LAND

JAMES E. & KATHY M. CAMPBELL

12,273

BEVERLY GRANBERRY

16,824

218

16,824

BEVERLY GRANBERRY

47,916

110

47,916

PAUL CAESAR

11,728

ST. LOUIS METRO BAPTIST ASSOCIATION

107,820

110

11,728

JENNINGS PROPERTY LLC

31,239

2,276

31,239

SHELTOWN INVESTMENTS LLC

13,911

1,070

13,911

KALIKA INC

12,090

930

12,090

MIGDADDY LLC

19,801

158

JENNINGS CENTER INC

263,460

LFI JENNINGS LLC

94,271

MCDONALD'S REAL ESTATE COMPANY

67,234

BRIDGESTONE RETAIL OPERATIONS LLC

46,836

OREILLY AUTOMOTIVE STORES INC.

48,284

KROGER LIMITED PARTNERSHIP I

113,934

3,243

113,934

SWH INVESTMENTS III LLC

58,175

286

58,175

JEROME HARDENE

9,267

358

9,267

MARK CURRIE

6,098

288

6,098

CITY OF JENNINGS

34,212

384

192

34,212

CITY OF JENNINGS

10,731

109

724

10,731

KEYWEST ELKS LODGE

14,461

ALAN G. DINH

8,005

32156.1521

31141.9253

7+70.88

29.51 RT

299

32146.1135

31026.3424

6+72.61

32.16 LT

* 137

32172.5973

31163.6628

7+98.13

29.50 RT

* 300

32191.1056

31171.5616

8+15.59

19.49 RT

NAOMI QUINN

7,751

LEGEND: SIDEWALK REPLACEMENT

362 391

334

263,460

94,271

67,234

156

DRIVEWAY REPLACEMENT

19,801

46,836

DESIGNED:

MMH

35.84 LT

136

* LOCATIONS FOR FOUND SURVEY MONUMENT

SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS, EXCEPT AS SPECIFICALLY SIGNED AND SEALED

RI GHT OF W AY

100

TOTAL

2,085

441

10,193

DRAWN:

JAA CHECKED:

LLM 0

SHEET SEQUENCE:

13 OF 50 SCALE IN FEET SCALE: 1" = 20'

3/16/2021

(PB 28 PG 51)

(U.I.P.)

124 300

113

GSV (U.I.P.)

GSV (A.T.G.B.O.)

DEDICATION PLAT

MH (A.T.G.)

76.68'

GSV (A.T.G.B.O.)

PULLBOX (A.T.G.)

N52°53'28"E 19.89'

BUS STOP SHELTER

50.00'

51.19'

N52°55'36"E

123

SIGNAL (T.B.R.)

EXIST R/W

50.00'

12:08:35

10.21'

MH (U.I.P.)

S52°53'28"W

49.26'

28.04'

PU BLIC W O RK S

10' WIDENING ROAD

10.12'

PULLBOX (U.I.P.)

111

(T.B.R.&R.B.O.)

S52°55'36"W

N45°48'25"W

115

STA.8+90.8

N36°46'46"E

CONC.COM.

105

2.00'

STA.8+07.4

(U.I.P.)

EXI ST.5.5%-8.9% PROP.5.5% CONC.COM. STA 6+26.2

102

150.00'

BUS STOP SIGN

1.88' SIGN

S37°04'24"E 10.00'

PULLBOX (A.T.G.)

SET SPINDLE

PROP.4.1%

S45°40'32"E

112

EXI ST.4.1%

296

S45°49'32"E

N52°53'28"E

N37°04'24"W

P L

29.58'

STA.8+82.7

2.52'

117

3.00'

122

N52°55'36"E

MH (A.T.G.)

7.15'

294

(A.T.G.)

21.89'

(U.I.P.)

295

121

WSV

S45°49'32"E

CONTROLLER

SIGN (U.I.P.)

VALVE

104

N43°46'01"W 2.36'

116

3.68'

SIGN (T.B.R.&R.B.O.)

EXI ST.19% PROP.15% CONC.PRI V.

50.11'

106

j 70.82'

50.59'

16.56'

S36°36'23"E

CONC.COM.

EXIST R/W

N53°36'54"E

PROP.6.0%

101

GSV (U.I.P.)

S45°49'32"E

BLOCK 3

FH (U.I.P.)

114

SIGNAL (U.I.P.)

EXI ST.4.6%

P.R.I.M.U.S.S.E.

CI (U.I.P.)

P.R.I.M.U.S.S.E.

298

N52°55'36"E 31.81'

SHEET 1 OF 8

T.S.C.L.

3"W

T.S.C.L.

22.61'

ANNE B. JENNINGS ESTATE

S45°49'32"E

N13°17'01"E

ELECTRIC SIGN (U.I.P.)

7.06'

SECOND SUBDIVISION OF

GUY (U.I.P.)

CI (U.I.P.)

Z:\18059 CDG

10.94'

S45°22'56"E

120

UP (U.I.P.)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

23.88'

P L

13F1, 13F4, 13G3

3 4 9'

14.22' N44°42'58"E

N13°17'01"E

N53°23'37"E

DCI (U.I.P.)

MSD BASE MAP:

TRA N SPO RTA TIO N

292

N54°15'55"E P L

T.S.C.L.

P L

P-19MSD-00408

N4 5°

P.R.I.M.U.S.S.E.

18.08'

(U.I.P.)

NO TAKINGS

T. 314 394 3133

N44°11'53"E

118

MSD:

LOCATOR NO. 13F131261 8811 JENNINGS STATION ROAD

F. 314 394 3199

(U.I.P.)

3.69'

NO TAKINGS

13523 Bar r et tPkwy,Sui t e 250

N45°40'32"W

(U.I.P.)

PULLBOX

8807 JENNINGS STATION ROAD

6607D-18

7774/781

NT SEM E 5'EA

PUMP

CURB

T.S.C.L.=288 SF

108

7.97'

25 8'

P L

N45°49'32"W

297

AT&T

AREA: 6,098 SF

B C UR

107

119

T.S.C.L..=192 SF

8803 JENNINGS STATION ROAD

T.S.C.L.

S45°40'32"E

CO N

1.56'

2"E

N44°11'53"E

13.24'

(U.I.P.)

291

P.R.I.M.U.S.S.E.=384 SF

32"E 4 9' M ENT EASE 35 M SD PG 3 814 DB 4

2"E

3 4 9'

N46°23'36"W

9.18'

VALVE

S4 5°

T.S.C.L.=724 SF

109

2"E

T.S.C.L.=66 SF

P.R.I.M.U.S.S.E.=109 SF

5.00'

AREA: 34,212 SF

3 4 0'

P.R.I.M.U.S.S.E.=52 SF

S4 5°

3 4 9'

S4 5°

AREA: 10,731 SF

LOCATOR NO. 13F131225

St .Loui s,M i ssour i63021

AREA: 14,461 SF

N44°11'35"E

2120 HORD AVE

LOCATOR NO. 13F131193

E-W GATEWAY TIP NO.

Ci vi lEngi neeri ng Desi gn

NO TAKINGS

2120 HORD AVE

PEGGY A. JONES

( NORTH)RESURFACI NG

8745 JENNINGS STATION RD

LOCATOR NO. 13G341519

ARTHUR JR. &

6916/2448

DESCRI PTI ON

8741 JENNINGS STATION RD

FLAG POLE (U.I.P.)

SAMELLA GRAYS

15546/1520

EFK M oen,LLC

LOCATOR NO. 13G341519

MARK CURRIE

JENNI NGS STATI ON ROAD

LOCATOR NO. 13G340730

3411/255

REVI SI ONS

LOCATOR NO. 13G340703

CITY OF JENNINGS

P.R.I.M.U.S.S.E.

APP.

3598/285

STP-5608(606)

CITY OF JENNINGS

21084/1543

N/F

REV.DATE

KEYWEST ELKS LODGE

12070/2454

N/F

CITY OF JENNINGS

N/F

FEDERAL PROJECT NO.

LI NE 10+50

N/F

MATCH

N/F

S37°04' 24"E

N/F

AR-1604

N37°04' 24"W

N/F

4 S4 5°

UE V EN D A ) H OR W ID E (60'

S4 5°

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\13-1604-S-RD-01-ROW _PLAN.dgn

COUNTY PROJECT NO.

INVESTMENTS LLC 22028/503

6607D-18

23402/1171

MSD:

P-19MSD-00408

8825 JENNINGS STATION ROAD

8829 JENNINGS STATION ROAD

8833 JENNINGS STATION ROAD

LOCATOR NO. 13F131601

NO TAKINGS

8837 JENNINGS STATION ROAD

LOCATOR NO. 13F410043

8845 JENNINGS STATION ROAD

NO TAKINGS

8841 JENNINGS STATION ROAD

NO TAKINGS

LOCATOR NO. 13F410076

MSD BASE MAP:

NO TAKINGS LOT 6

13F1, 13F4, 13G3

LOT 5 LOT 2

LOT 4

P L

P L P L

L=28.36' R=20.00' FOUND IRON PIPE S70°46'24"W 0.31'

130

58.00'

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

LP (U.I.P.)

CI (A.T.G.)

WSV (A.T.G.)

CI (A.T.G.) 10' WIDENING ROAD

EXIST. BUS STOP SIGN (T.B.R.&R.B.O.)

WSV (A.T.G.)

DEDICATION PLAT (PB 28 PG 51)

JENNINGS STATION ROAD

N52°55'36.0"E

N56°20'51"E 12.43'

CONSTR. C L

CI (A.T.G.) SET CUT CROSS 1 6+ 00

1 5+ 00

1 4+ 00

1 3+ 00

1 2+ 00

1 1 + 00

169 UP (U.I.P.) L=6.70'

10' WIDENING ROAD

WSV (U.I.P.)

DEDICATION PLAT

GSV (U.I.P.)

(PB 28 PG 51)

UP (U.I.P.)

131.86'

12" KEYSTONE WALL

103.15'

75.79' SET IRON ROD W\CAP

161

MODULAR BLOCK

23 ' 10 1° S6

N/F

RHEVONDA D. GAMBLIN

FRANK C. SIMMONS

13744/571

11912/2168

NO TAKINGS

2054 MURVALE DRIVE

NO TAKINGS

LOT 2

AREA: 47,916 SF (1.10 ACRES ASSESSOR) LOT 3

T.S.C.L.=110 SF

LOT 1

LOT 15

C.M. ANDREWS PLAT 2

C.M. ANDREWS PLAT 4

PB 24 PG 50

PB 27 PG 64

PROJECT COORDINATE SYSTEM

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

* 125

32402.3094

31368.9987

11+00.44

30.00 LT

* 162

32455.1071

31585.0488

13+04.65

58.12 RT

* 126

32432.6112

31370.8788

11+20.21

53.04 LT

* 163

32488.5600

31582.6823

13+22.93

30.00 RT

* 127

32458.8168

31415.6590

11+71.74

46.96 LT

* 164

32534.6292

31643.2899

13+99.06

29.78 RT

LEGEND: SIDEWALK REPLACEMENT

SURVEYOR'S CERTIFICATION

DESIGNED:

MMH

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY,

* 128

32457.2040

31441.6525

11+91.50

30.00 LT

* 165

32589.8309

31716.7160

14+90.92

30.00 RT

PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED

* 129

32504.7312

31504.5565

12+70.34

30.00 LT

* 166

32591.3952

31738.4160

15+09.18

41.83 RT

AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY

DRAWN:

EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY

* 130

32677.2179

31732.8450

15+56.47

30.00 LT

* 167

32615.7880

31797.7940

15+71.26

58.17 RT

* 160

32374.8494

31432.1843

11+34.30

30.00 RT

168

32644.4143

31790.8034

15+82.94

31.11 RT

DRIVEWAY REPLACEMENT

JAA

PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411

CHECKED:

RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY

32437.0338

31514.4865

* LOCATIONS FOR FOUND SURVEY MONUMENT

12+37.46

30.00 RT

* 169

32649.2669

31795.3806

18+59.51

30.00 RT

LLM

RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES,

* 161

RI GHT OF W AY

PU BLIC W O RK S

TRA N SPO RTA TIO N

PB 25 PG 31

E IV

C.M. ANDREWS SUBDIVISION

3/16/2021

LOCATOR NO. 13F131472

2047 HILDRED AVENUE

DATE:

NO TAKINGS

P L

167

NO TAKINGS

LOCATOR NO. 13F131061

SET IRON ROD W\CAP

P L

LOCATOR NO. 13F131418

8806 JENNINGS STATION ROAD

P.S.E.

166

2046 HILDRED AVENUE

N85°52'36"E

S55°17'32"W 19.00'

"E 23 ' 10 1° S6

8810 JENNINGS STATION ROAD

CH=21.76'

LOCATOR NO. 13F131270

CH=33.54'

23 ' 10 1° S6

LOCATOR NO. 13F131171

P L

BEVERLY GRANBERRY 17432/1710

N04°07'24"W

L=23.00' R=20.00'

N04°02'44"W

19924/1331

BEVERLY GRANBERRY

20151/2205

164

168

CH=33.57'

R=20.00'

BEVERLY GRANBERRY N/F

165

04 ' 01 1° S6

N/F

R=20.00'

SET IRON ROD W\CAP

P L

L=39.83'

SET IRON ROD W\CAP

162

P 0 I .4 PE 5 '

N/F

(U.I.P.)

SIGN (U.I.P.) 92.20'

FOUND IRON PIPE N20°02'31"E 0.41'

S FO 3 3 UN ° 12 D ' R 13 I "W ON

SIGN

T EN EM

P L

EXIST R/W

L=39.77'

D IL

S EA 5'

04 ' 01 1° S6

LOT 1

163

FOUND POSSIBLE STONE NO CROSS N43°17'54"E 0.36' TO CENTER

WALL (U.I.P.)

N43°19'36"E

S52°55'36"W j

EXIST R/W

UP (U.I.P.)

SET IRON ROD W\CAP

S52°55'36"W

50.03'

160

CH=6.67'

CI (A.T.G.)

(PB 28 PG 51)

CI (A.T.G.)

j j

R=20.00'

Z:\18059 CDG

10' WIDENING ROAD

SHEET 2 OF 8

SET CUT CROSS

CI (A.T.G.)

GSV (U.I.P.)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

N52°55'36"E

129

58.00'

T. 314 394 3133

58.00'

F. 314 394 3199

SET IRON ROD W\CAP

58.00'

SIGN (T.B.R.)

54.12'

REV.DATE

78.84'

MATCH LI NE 10+50

N52°55'34"E EXIST R/W

MATCH LI NE16+00

128

REVI SI ONS

FOUND IRON PIPE

76.68'

13523 Bar r et tPkwy,Sui t e 250

S86°26'58"E

Ci vi lEngi neeri ng Desi gn

CH=26.04'

125

( NORTH)RESURFACI NG

SET IRON ROD W\CAP

EFK M oen,LLC

R=20.00'

DESCRI PTI ON

LOT 3

JENNI NGS STATI ON ROAD

LOT 24

E-W GATEWAY TIP NO.

MILLIE A. & LEAH M. EASLEY

REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR

3/16/2021

22507/913

N/F WESTERN NATIONAL

STP-5608(606) N/F

APP.

NO TAKINGS

SIGN (U.I.P.)

LOCATOR NO. 13F131582

N/F 8837 JENNINGS STATION RD LLC

LOT 7

2101 GREENSBROOK DRIVE

N03°33'02"E

9151/2158

FEDERAL PROJECT NO.

SHEET SEQUENCE:

ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS,

14 OF 50

EXCEPT AS SPECIFICALLY SIGNED AND SEALED BY SAID PROFESSIONAL.

SCALE IN FEET SCALE: 1" = 20'

12:08:36 PM

LOCATOR NO. 13F131546

DIANE M. LANE

S37° 03' 33"E

10669/1470

S37°03' 33"E

AVON E BARNES

N/F

S37°03' 33"E

N/F

P L

LOCATOR NO. 13F131454

127

CH=30.36'

S37° 03' 33"E

LOCATOR NO. 13F131519

21391/812

L=34.47'

S37°03' 33"E

WILLIE BAKER

SET IRON ROD W\CAP

126

LOT 1

17688/5000

NT SEM E 5'EA

NO TAKINGS

PAULA DUNLAP

NT SEM E 5'EA

2100 GREENSBROOK DRIVE

N/F

33"W 9'

LOCATOR NO. 13F131317

4 N4 5°

16559/1353

PB 38 PG 70

3"W

ROSEMARY CARONCINO

PARK #2

3 4 9'

N/F

62 GREEN BROOK

N4 5 °

EN G RE E D R IV OK

N4 5 °

AR-1604

PB 39 PG 32 j

St .Loui s,M i ssour i63021

BRO

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\14-1604-S-RD-02-ROW _PLAN.dgn

COUNTY PROJECT NO.

GREEN BROOK PARK

(A.T.G.)

CI (A.T.G.)

(A.T.G.)

J ENNI NGS STATI ON

N62°57' 1 1 . 0" E

EXIST. BUS STOP SIGN (T.B.R.&R.B.O.)

ST. LOUIS COUNTY DB 5280 PG 593

309

307

21 + 00

(PB 28 PG 51)

20+ 00

CI (A.T.G.) CI (A.T.G.)

188

S62°57' 1 1 " W

8. 93'

1 0' WI DENI NG ROAD DEDI CATI ON PL AT ( PB 28 PG 51 )

W 4" 1 S58°27'

00' 25. 1

ST.R/W EXI

56. 40'

S27°02'49"E

S62°57' 1 1 " W

42. 32'

189

5.00'

SET CUT CROSS

310 P.S.E.

12.07'

CH=28.28'

R=20.00'

MH (U.I.P.)

N17°57'11"E

191

SET IRON ROD W\CAP

LP (U.I.P.)

5 T N E

SET IRON ROD W\CAP

190

BS A P 'E

194

DESCRI PTI ON

REVI SI ONS

APP.

T.S.C.L.

P L

S 1° 6 P

3/16/2021

LOCATOR NO. 13F410197 2055 PARK LANE

NO TAKINGS

1° 6

PARCEL 2

PB 27 PG 64

DB 20161 PG 1752

CROYDON HILLS PB 41 PG 27

N PROJECT COORDINATE SYSTEM

PROJECT COORDINATE SYSTEM

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

170

32727.1503

31848.6959

16+79.00

0.00

* 187

32691.6533

31859.0509

16+65.87

34.56 RT

171

32748.3015

31882.4659

17+18.90

0.00

* 188

32757.0513

31965.5783

17+96.90

30.00 RT

* 172

32712.1825

31779.1211

16+14.47

29.99 LT

* 189

32816.0002

32081.0380

19+26.54

30.00 RT

* 173

32735.1130

31809.4698

16+52.51

30.00 LT

* 190

32807.2819

32107.9451

19+46.54

50.00 RT

* 174

32760.3900

31815.1089

16+72.24

46.77 LT

* 191

32830.0179

32152.4768

19+96.54

50.00 RT

* 175

32803.9137

31859.9992

17+24.18

59.75 LT

* 192

32856.9250

32161.1951

20+16.54

30.00 RT

* 176

32795.4207

31886.7894

17+44.18

40.00 LT

193

32907.3811

32260.0205

21+27.50

30.00 RT

LEGEND: SIDEWALK REPLACEMENT

DESIGNED:

MMH

SURVEYOR'S CERTIFICATION

DRIVEWAY REPLACEMENT

DRAWN:

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY, PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED

JAA

EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY

* 177

32937.4185

32164.9122

20+56.45

40.00 LT

194

32901.5456

32270.5823

21+34.25

40.00 RT

AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY

* 178

32956.3262

32171.3130

20+70.71

53.93 LT

307

32761.1118

31973.5312

18+05.83

30.00 RT

HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411

CHECKED:

PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN

LLM

RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY

* 179

32984.5376

32243.9099

21+48.24

46.04 LT

308

32756.6586

31975.8048

18+05.83

35.00 RT

RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND

3/16/2021

C.M. ANDREWS PLAT 4

RI GHT OF W AY

LOT 19

PI STA.=16+99.00 PI-N=32,739.21 PI-E=31,864.65 PC=16+79.00 PT=17+18.90 =10°01'35.0" (RT) D=25°07'47.0" L=39.90 T=20.00 R=228.00

TRA N SPO RTA TIO N

P.S.E.=110 SF

AREA: 107,820 SF (ASSESSOR)

P.S.E.= 22 SF

AREA: 11,728 SF

CURVE 1 DATA

LOCATOR NO. 13F131610 8850 JENNINGS STATION ROAD

20161/1752

4 0

17606/212

1° 6

N/F ST. LOUIS METRO BAPTIST ASSOCIATION

LOCATOR NO. 13F131564

N/F PAUL CAESAR

8844 JENNINGS STATION ROAD

4 0

LOT 1

PU BLIC W O RK S

P L

SHEET 3 OF 8

21850/4283

F. 314 394 3199

DTRE HOLDINGS LLC

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

4 6

DATE: N/F

T. 314 394 3133

4 6B P

'2 10

G PT N E 7 2M E

St .Loui s,M i ssour i63021

P.S.E.

CH=28.28'

S72°02'49"E

22.00'

13523 Bar r et tPkwy,Sui t e 250

185

N62°57'11"E

N61°04'44"W

R=20.00'

L=31.42'

Ci vi lEngi neeri ng Desi gn

1.15'

193

"E 4 '4 4 0 1° 6 S T N E 7 M 2 E S G A P 'E 4 1 15 B P

M E S A 'E 5

E 24" 04' S37°

S36°57'15"E

P L

EXI ST.R/W

( NORTH)RESURFACI NG

187

192

L=31.42'

308

1 1 0. 96'

SET IRON ROD W\CAP

EFK M oen,LLC

186

22. 00' SET CUT CROSS S27°02'49"E 5.00'

4 W 76. " 51 ' S56°20

MH (A.T.G.)

CI (A.T.G.)

JENNI NGS STATI ON ROAD

SIGN (U.I.P.)

CI (U.I.P.)

DEDICATION PLAT

ROAD

1 9+ 00

DB 5162 PG 256

1 8+ 00

ST. LOUIS COUNTY

10' WIDENING ROAD

PT17+18.90

00 7+ 1

00 +79. PC 16

UP (U.I.P.) 00 6+ 1

6+00 NE 1 H LI

E 0" 36. 55' N52°

WSV (A.T.G.)

WSV

CONSTR. C L

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

CI (A.T.G.)

EXIST. BUS STOP SIGN (T.B.R.&R.B.O.)

CURVE 1

170

S27°02' 40"E

1 0' WI DENI NG ROAD DEDI CATI ON PL AT ( PB 28 PG 51 )

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\15-1604-S-RD-03-ROW _PLAN.dgn

WSV

171

MH (U.I.P.)

Z:\18059 CDG

WSV (A.T.G.)

MH (U.I.P.)

177

M ATC

MH (A.T.G.B.O.)

WSV (A.T.G.)

N62°57' 1 1 " E

REV.DATE

WSV (A.T.G.)

(A.T.G.)

SET IRON ROD W\CAP

WSV

SIGN (T.B.R.)

CI (U.I.P.)

1 0' DEDI CATI ON PB 37 PG 1 4

(U.I.P.)

(A.T.G.)

172

S27°02' 40"E

EXI ST.1.5%-5.8% PROP.1.5%-6.8% CONC.PRI V. STA 17+45.6

SIGN (U.I.P.)

WSV

1 08. 30'

V AU LT

NEW 7'X8'

E 36" 55' N52°

FOUND IRON PIPE S06°16'40'W 0.23'

EXIST. R/W

1 1 8. 72'

FI BE RO PT I C

173

E " 8 '0 2 ' 4 6 ° .9 18 9 1 N

MATCH LI NE 21+50

N27°46' 27"W

SH A N N ON

VAULT (U.I.P.)

N12°34'35"E FOUND IRON PIPE S44°42'50"W 0.09'

00' j 58.

50. 00'

179

176 35. 25'

178

FOUND IRON PIPE S13°15'03"W 0.31'

SET CUT CROSS

S72°24'38"E

LOT 4

CH=28.10'

° 18 S

13F1, 13F4, 13G3

R=20.00'

P L

MSD BASE MAP:

L=31.16'

NO TAKINGS W " 8 '0 2

P-19MSD-00408

SET IRON ROD W\CAP

LOCATOR NO. 13F410313 8871 JENNINGS STATION ROAD

25' BUI L DI NG L I NE

MSD:

175

FIBER OPTIC

04' 38.

6880/851

W "

LOT 1

R=20.00'

j BUS PAD

LOT 3

HARTSELL JR. & NADINE V. NUNN

6607D-18

LOT 2

P L

NO TAKINGS

CH=25.90'

SET IRON ROD W\CAP

NO TAKINGS

2 '5

NO TAKINGS

E-W GATEWAY TIP NO.

8861 JENNINGS STATION ROAD

STATION ROAD

N/F

LOT 5

8865 JENNINGS STATION ROAD

P L

8857 JENNINGS

AVE

LOCATOR NO. 12F410263

N27°46' 27"W

LOCATOR NO. 13F410221

23289/215

STP-5608(606)

1°

33"E 03' S37°

L=28.17'

12013/1495

18786/1622

BLOCK 1

SET IRON ROD W\CAP

BTB SERVICES LLC

FEDERAL PROJECT NO.

174

MICHELLE J. & CALVIN D. JOHNSON

P L

W " 2 '5

PB 39 PG 32

N/F

P L

N/F

1°

GREEN BROOK PARK

N/F

LOCATOR NO. 13F410203

NO TAKINGS LOT 1

ROSEMARY CARONCINO

LI NE

LOCATOR NO. 13F410111 8849 JENNINGS STATION ROAD

6947/1228

AR-1604

FAIRHAVEN PB 37 PG 14

ROSA BENTON

15'BUI LDI NG

56 N/F

COUNTY PROJECT NO.

SHEET SEQUENCE:

32655.2301

31806.4189

16+01.92

31.90 RT

309

32771.1156

31993.1252

18+27.83

30.00 RT

186

32656.1530

31805.7245

16+01.92

30.74 RT

310

32766.6624

31995.3988

18+27.83

35.00 RT

* LOCATIONS FOR FOUND SURVEY MONUMENT

15 OF 50

REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS, EXCEPT AS SPECIFICALLY SIGNED AND SEALED BY SAID PROFESSIONAL.

SCALE IN FEET SCALE: 1" = 20'

12:08:37

185

FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES,

P L

HENRY L. LINDSEY 10333/2193 SET IRON ROD W\CAP

LOCATOR NO. 13F420626 2100 FAIRHAVEN DRIVE

182

NO TAKINGS

CH=15.55'

L=31.42'

LOT 14

N85°49'40"E

R=20.00' CH=28.28'

MH (U.I.P.)

180

LOT 11

LOT 9

LOT 8

MSD:

LOCATOR NO. 13F420882

P-19MSD-00408

8920 LUCERNE COURT

LOT 7

P L

MSD BASE MAP:

LOT 6

P L

FAIRHAVEN

P L

13F1, 13F4, 13G3

P L

BLOCK 6 L=31.42' R=20.00' CH=28.28' S72°02'44"E UP (U.I.P.)

SET IRON ROD W\CAP

UP (U.I.P.)

36. 00'

N62°57' 1 1 " E

6607D-18

SET IRON ROD W\CAP

50. 00'

SIGN (U.I.P.) SET IRON ROD W\CAP

50. 00'

EXIST. R/W

184

50. 00'

N62°57' 1 1 " E 1 0' DEDI CATI ON PB 37 PG 1 4

CI (A.T.G.)

NEW 7'X8'

T T

BUS PAD

196

GI (A.T.G.)

EXI ST.4.2% PROP.4.2% CONC.COM. STA.24+76.5

GSV (A.T.G.B.O.)

P.S.E.

200

EXI ST.R/W

93. 00'

197

1 2. 00'

FOUND COTTON PICKER SPINDLE S25°56'45"E 0.50'

T.S.C.L.

S62°57' 1 1 " W

1 07. 00'

S62°57' 1 1 " W

S27°02'49"E 10.00'

195

198

93. 00'

10.00'

GSV

6.65'

314

204

UP (U.I.P.)

L=12.66'

2.00''

R=8.00' P L

CURB (U.I.P.)

UP (U.I.P.)

S27°56'41"E

T.S.C.L.

SIGN (U.I.P.)

203

S62°38'50"W

S27°56'41"E 2.00''

SIGN (U.I.P.)

S27°02'49"E

(A.T.G.B.O.) BOLLARDS (U.I.P.)

2.32'

31 . 20' N62°57'11"E 40.00'

10.00'

208

202

N27°02'49"W

40. 00'

22. 30'

S27°02'49"E

GSV (A.T.G.B.O.)

16.50'

GSV (U.I.P.)

199

N62°57'11"E

313

311

FOUND COTTON PICKER SPINDLE

1 07. 00'

SET CUT CROSS

CI (U.I.P.)

FOUND COTTON PICKER SPINDLE S23°39'12"E 0.31'

FOUNDATION (U.I.P.)

224. 24' WSV (A.T.G.)

SIGN (T.B.R.)

N62°57' 1 1 " E

GI (A.T.G.)

S62°57' 1 1 " W

EXI ST.-0.3% PROP.-0.3% CONC.COM. STA.24+06.5

EXI ST.-2.1% PROP.-2.1% CONC.COM. STA 23+28.1

EXI ST.0.5% PROP.0.5% CONC.COM. STA 22+46.3 230. 99'

FOUND COTTON PICKER SPINDLE S27°02'50"E 0.39'

27+ 00

CI (A.T.G.)

26+ 00

(T.B.R.&R.B.O.)

ROAD

25+ 00

EXI ST.2.3% PROP.2.3% CONC.COM. STA.21+63.8

BUS STOP SIGN

24+ 00

23+ 00 NEW 7'X8' BUS PAD

EXIST. R/W

J ENNI NGS STATI ON

N62°57' 1 1 . 0" E

EXI ST.0.1% PROP.0.1% CONC.COM. STA.25+23.6

CONSTR. C L

PLAT (PB 28 PG 51)

CI (A.T.G.)

MH (A.T.G.)

WSV (A.T.G.)

10' WIDENING ROAD DEDICATION

REV.DATE

CI (A.T.G.)

1 0' WI DENI NG ROAD DEDI CATI ON PL AT ( PB 28 PG 51 )

SIGN (U.I.P.)

MATCH LI NE 27+00

1 0' WI DENI NG ROAD DEDI CATI ON PL AT ( PB 28 PG 51 )

22+ 00

MATCH LI NE 21+50

NO TAKINGS

E-W GATEWAY TIP NO.

183

MH (U.I.P.)

1 0' DEDI CATI ON PB 37 PG 1 4

8916 LUCERNE COURT

NO TAKINGS

PB 37 PG 14

181

80. 00'

8912 LUCERNE COURT

NO TAKINGS

LOT 10 P L

SET IRON ROD W\CAP

EXIST. R/W

8908 LUCERNE COURT

NO TAKINGS

8449/1102

NO TAKINGS

N17°57'16"E

61 . 70'

LOCATOR NO. 13F420846

JACQUELINE C. SAVAGE

Z:\18059 CDG

R=20.00'

8904 LUCERNE COURT

LOCATOR NO. 13F420837

22618/1996

STP-5608(606)

REVI SI ONS

P L

L=15.97'

NO TAKINGS

LOCATOR NO. 13F420781

12075/290

N/F CARMAN LEROY &

DESCRI PTI ON

N/F

8900 LUCERNE COURT

LOCATOR NO. 13F420763

8851/810

N/F DANIEL Z CARROL

APP.

LOT 13

S27°02' 40"E

NO TAKINGS

FA IR H A V EN

2101 BROOKFIELD DRIVE

S27°02' 40"E

LOCATOR NO. 13F410450

LOCATOR NO. 13F420727

15031/694

N/F EVERETT RICHARDSON

201

T.S.C.L.

312

205

CH=11.38'

S27°02'49"E 17.03'

S72°01'42"E

207

P.S.E.

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\16-1604-S-RD-04-ROW _PLAN.dgn

13729/1176

N/F SONJA A. WOOD

FEDERAL PROJECT NO.

S27°02' 40"E

19213/2862

N/F VERA C. BRAXTON

S27°02' 40"E

LOCKYTEE HUMPHREY

N/F DENISE CURTIS

S27°02' 40"E

BLOCK 2

AR-1604

46 S27°02' 40"E

N/F

S27°02' 40"E

PB 37 PG 14

S27°02' 40"E

D R IV E

FAIRHAVEN

COUNTY PROJECT NO.

N26°42'13"W 6.69'

206

DATE:

S63°17'47"W

22052/1537

LOCATOR NO. 13F421494

LOCATOR NO. 13F421607

LOCATOR NO. 13F421582

LOCATOR NO. 13F421483

8878 JENNINGS STATION ROAD

8890 JENNINGS STATION ROAD

8898 JENNINGS STATION ROAD

8904 JENNINGS STATION ROAD

AREA: 31,239 SF

AREA: 13,911 SF

AREA: 12,090 SF

AREA: 19,801 SF

T.S.C.L.=2,276 SF

T.S.C.L.=1,070 SF

BOUNDARY ADJUSTMENT PLAT

T.S.C.L.=930 SF

P.S.E.=158 SF

LOT B

PB 356 PG 251

LOT A

PU BLIC W O RK S

19689/4142

17960/2928

F. 314 394 3199

4 19429/541

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

N/F MIGDADDY LLC

TRA N SPO RTA TIO N

N/F KALIKA INC

Ci vi lEngi neeri ng Desi gn

N/F SHELTOWN INVESTMENTS LLC

( NORTH)RESURFACI NG

N E

N/F JENNINGS PROPERTY LLC

EFK M oen,LLC

M E

JENNI NGS STATI ON ROAD

P L

N27°02' 49"W

4 0

S A 'E

P L

N27°02' 49"W

1° 6

N27°02' 49"W

PB 97 PG 67

N27°02' 49"W

JAMES JENNINGS ESTATE

P L

20'I NGRESS/ EGRESS EASEMENT PB 356 PG 251

OF PART OF

N27°02' 49"W

SIDE RESUBDIVISION

T. 314 394 3133

3/16/2021

1.84'

St .Loui s,M i ssour i63021

P L

13523 Bar r et tPkwy,Sui t e 250

P L

N/F JENNINGS PROPERTY LLC

8902 JUDY COURT NO TAKINGS

N PROJECT COORDINATE SYSTEM

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

* 180

32985.6688

32259.4173

21+62.56

40.00 LT

202

33151.3365

32737.8417

26+64.00

30.00 RT

* 181

33050.1026

32385.6199

23+04.26

40.00 LT

203

33149.2714

32738.8961

26+64.00

32.32 RT

* 182

33077.0089

32394.3386

23+24.26

60.00 LT

204

33152.3267

32744.8023

26+70.65

32.28 RT

* 183

33099.7465

32438.8695

23+74.26

60.00 LT

205

33148.8161

32755.6247

26+78.69

40.33 RT

* 184

33091.0274

32465.7770

23+94.26

40.00 LT

206

33142.8396

32758.6311

26+78.65

47.02 RT

195

33003.5110

32470.2961

23+58.49

40.00 RT

207

33143.6680

32760.2780

26+80.49

47.03 RT

* 196

33012.4174

32465.7489

23+58.49

30.00 RT

* 208

33158.8373

32752.5331

26+80.49

30.00 RT

LEGEND: SIDEWALK REPLACEMENT

DESIGNED:

MMH

SURVEYOR'S CERTIFICATION

DRIVEWAY REPLACEMENT

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY,

DRAWN:

PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED

JAA

EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY

* 197

33061.0725

32561.0468

24+65.49

30.00 RT

311

32674.4213

33118.9567

25+92.79

30.00 RT

AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY

198

33052.1661

32565.5940

24+65.49

40.00 RT

312

32675.3587

33117.1897

25+92.81

32.00 RT

HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411

CHECKED:

PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN

LLM

RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY

* 199

33100.1744

32637.6085

25+51.46

29.99 RT

313

32710.0467

33137.1456

26+32.79

30.00 RT

RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND

FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES,

* 200

33103.3615

32643.8758

25+58.49

30.00 RT

201

33094.4551

32648.4230

25+58.49

40.00 RT

314

32710.9840

33135.3785

26+32.81

32.00 RT

REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR

* LOCATIONS FOR FOUND SURVEY MONUMENT

SHEET SEQUENCE:

16 OF 50

ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS, EXCEPT AS SPECIFICALLY SIGNED AND SEALED BY SAID PROFESSIONAL.

SCALE IN FEET SCALE: 1" = 20'

3/16/2021

NORTH

POINT NO.

12:08:37

PROJECT COORDINATE SYSTEM

SHEET 4 OF 8

LOCATOR NO. 13F420451

RI GHT OF W AY

19435/145

22756/2498

A. ROCKKETTE

23377/358

19363/2459 8928 LUCERNE COURT

8932 LUCERNE COURT

LOCATOR NO. 13F421010

8940 LUCERNE COURT

NO TAKINGS

8936 LUCERNE COURT

AREA: 9,267 SF

NO TAKINGS

T.S.C.L.=358 SF

LOT 2

LOT 1

LOT 3 30" TREE (U.I.P.) UP (U.I.P.)

P L

S23°35'15"E 10.62'

212

218 T.S.C.L. S23°36'48"E

217

21.02'

219 S74°58'37"E

N23°36'48"W

14.34'

19.59'

12" TREE (U.I.P.) GUY (U.I.P.)

P.R.I.M.U.S.S.E.

SET IRON ROD W\CAP S74°58'37"E

215

N19°40'58"E 42.89'

24.39'

SIGN (T.B.R.&R.B.O.)

T.S.C.L.

220

FOUND IRON PIPE

WSV (A.T.G.)

PULLBOX (T.B.R.)

19.08'

WSV (A.T.G.)

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

SIGN (U.I.P.)

70.97'E XI ST.R/

N88°31'09"W 0.44'

ADOPTED

WALL (U.I.P.)

82.50'FOUND IRON PIPE N74°27'10"E 0.15'

233

SIGN (U.I.P.)

102.75'

82.50'

EXI ST.R/W 234

6' SHRUBS (U.I.P.) L=31.42'

238

R=20.00'

WOODEN FENCE (U.I.P.)

CH=28.28'

24" TREE (U.I.P.)

CH=28.28'

L=31.42'

N72°02'49"W

R=20.00'

N17°57'11"E

236

232

30" TREE

SET IRON ROD W\CAP

(U.I.P.)

P L

SET IRON ROD W\CAP

N/F 21662/4550 LOCATOR NO. 13F420873 2075 WEDGEWOOD DRIVE NO TAKINGS

49"W N27°02'

N/F

CSMA BLT LLC

SHEILAH HAMILTON 11903/1352 LOCATOR NO. 13F420956 2088 COLERIDGE DRIVE NO TAKINGS

LOT 1

P L

EXI ST.R/W

SET IRON ROD W\CAP

L=31.42'

49"W N27°02'

CH=28.28'

237

DATE:

N17°57'11"E

3/16/2021

SET IRON ROD W\CAP

N/F ANNE DALE 10132/1891 LOCATOR NO. 13F421065 2089 COLERIDGE DRIVE NO TAKINGS LOT 1

LOT 33

24 SUNNYDALE

22338/1857

22526/1168

LOCATOR NO. 13F420709

LOCATOR NO. 13F420718

8912 JENNINGS STATION ROAD

8916 JENNINGS STATION ROAD

NO TAKINGS

PB 37 PG 20 BLOCK 1 SUNNYDALE PB 37 PG 20

PROJECT COORDINATE SYSTEM

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

* 209

33325.5333

32925.4537

29+10.26

40.00 LT

221

33412.8021

33063.0310

30+72.51

55.00 LT

210

33336.5125

32946.5944

29+34.12

40.00 LT

222

33408.3489

33065.3046

30+72.51

50.00 LT

211

33376.8939

32961.0393

29+65.35

69.40 LT

* 223

33486.9642

33219.2837

32+45.40

50.00 LT

* 212

33367.1586

32965.2900

29+64.71

58.79 LT

* 230

33181.5734

32797.0648

27+30.49

30.00 RT

* 213

33341.3429

32956.0554

29+44.74

40.00 LT

* 231

33236.5823

32904.8076

28+51.46

30.00 RT

* 214

33387.0167

33023.5225

30+25.60

50.00 LT

* 232

33232.5993

32962.9810

29+01.46

60.00 RT

215

33402.0156

33016.9655

30+26.58

66.34 LT

* 233

33259.5064

32971.6993

29+21.46

40.00 RT

216

33395.6943

33040.5188

30+44.68

50.00 LT

* 234

33297.0208

33045.1766

30+03.96

40.00 RT

217

33419.9641

33009.1190

30+27.76

85.89 LT

* 235

33334.5353

33118.6539

30+86.46

40.00 RT

LEGEND: SIDEWALK REPLACEMENT

DESIGNED: SURVEYOR'S CERTIFICATION

MMH

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY,

DRAWN:

PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED

218

33421.9669

33013.7004

30+32.75

85.59 LT

* 236

33325.8170

33145.5610

31+06.46

60.00 RT

219

33402.7024

33022.1221

30+31.49

64.61 LT

* 237

33348.5530

33190.0927

31+56.46

60.00 RT

220

33398.9859

33035.9700

* LOCATIONS FOR FOUND SURVEY MONUMENT

30+42.13

55.00 LT

* 238

33375.4601

33198.8110

31+76.46

40.00 RT

DRIVEWAY REPLACEMENT

RI GHT OF W AY SHEET 5 OF 8

BLOCK 2

JAA

EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN

CHECKED:

HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411

LLM

RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND

FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR

SHEET SEQUENCE:

17 OF 50

ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS, EXCEPT AS SPECIFICALLY SIGNED AND SEALED BY SAID PROFESSIONAL.

SCALE IN FEET SCALE: 1" = 20'

3/16/2021

N/F ALCAMMM LLC

N/F CHARLES DONAHOO

12:08:38

TRA N SPO RTA TIO N

JU D Y

PU BLIC W O RK S

COU R T

49"W N27°02'

(U.I.P.)

W ED G E W O OD

SIGN

S62°57'11"W j

SET IRON ROD W\CAP FH (U.I.P.)

S35°20'42"E 0.17'

SIGN (U.I.P.)

231

SET IRON ROD W\CAP

S62°57'11"W

BUS PAD

F. 314 394 3199

FOUND ALUMINUM CAP

FOUND IRON PIPE

235

49"W N27°02'

MODULAR BLOCK

NEW 7'X8'

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

FOUND IRON PIPE

230

SIGNAL (T.B.R.)

T. 314 394 3133

L 2" KEYSTONE WAL 1

50.00'

GSV (A.T.G.B.O.)

AND SILL)

SIGNAL (T.B.R.)

St .Loui s,M i ssour i63021

S62°57'11"W

CI (A.T.G. REPLACE STONE

UP (U.I.P.) MH (A.T.G.)

13523 Bar r et tPkwy,Sui t e 250

GSV (A.T.G.B.O.)

(T.B.R.)

Ci vi lEngi neeri ng Desi gn

(T.B.R.)

CI (U.I.P.)

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

32+ 00

PULLBOX

MH (A.T.G.)

CI (U.I.P.)

+ 00 31

00 30+

00 29+

DOME

PULLBOX

GUY (T.B.R.&R.B.O.)

BUS STOP SIGN (T.B.R.&R.B.O.) ADA COMPLIANT CURB RAMP (U.I.P.)

SET CUT CROSS

C CONSTR. L

JENNINGS STATION ROAD

N62°57'11.0"E

RETROFIT

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

CONTROLLER (T.B.R.)

Z:\18059 CDG

S62°57'11"W

( NORTH)RESURFACI NG

(A.T.G.)

EFK M oen,LLC

S19°40'58"W

BUS PAD

PULLBOX (T.B.R.)

WSV (A.T.G.)

00 28+

NE 27+00 LI

WSV

UP (U.I.P.)

SET IRON ROD W\CAP

20' DEDICATION DB 3838 PG 103

NEW 7'X8'

CH=27.42'

12" & 14" TREES (U.I.P.)

00 27+

MATCH

R=20.00'

SIGNAL (T.B.R.)

TRUNCATED

223

CI (U.I.P.)

L=30.21'

213

CI (U.I.P.)

N62°57'11"E

214

S62°57'11"W 10.62'

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

222

34.48'

HEAVY BRUSH (D.N.D)

10' DEDICATION PB 37 PG 14

CI (U.I.P.)

210 j

N12°16'05"W 0.18' PSE DB 21776 PG 2468

EXI ST.R/W

219.80'

5.00'

JENNI NGS STATI ON ROAD

N62°57'11"E

75.00'

FOUND IRON ROD

55.00'

50.00'

EXI ST.R/W

SIGNAL (T.B.R.)

S40°24'32"E 0.17'

15' EASEMENT PB 360 PG 73

S27°02'49"E

216

N12°13'01"E 0.18'

13F1, 13F4, 13G3

27.83'

221

FOUND CUT CROSS PULLBOX (T.B.R.)

MSD BASE MAP:

30.38'

PULLBOX (T.B.R.)

209

P-19MSD-00408

S62°57'11"W S62°57'11"W

N23°36'48"W 16.37'

MSD:

REV.DATE

BLOCK 6

211

RIVER ROADS PLAT 5 8929 JENNINGS STATION ROAD AREA: 58,175 SF PB 35 PG 505 P.R.I.M.U.S.S.E.=156 SF RIVER ROADS PLAT 6 T.S.C.L.=286 SF PB 360 PG 73 RIVER ROADS PLAT 6 BOUNDARY ADJUSTMENT PB 362 PG 262 LOT CONSOLIDATION PLAT LOTS 2 & 3 OF BOUNDARY ADJUSTMENT PLAT OF RIVER ROADS PLAT 6

PB 37 PG 14

S27°02' 40"E

P L S27°02' 40"E

S27°02' 40"E

FAIRHAVEN

N66°23'12"E 5.00'

6607D-18

LOCATOR NO. 13F421708

NE 32+50 LI

LOT 4

LOT 5

E-W GATEWAY TIP NO.

PB 354 PG 595

MATCH

NO TAKINGS

RIVER ROADS PLAT 3

49"W N27°02'

P L

LOCATOR NO. 13F421076

LOCATOR NO. 13F420983

18915/342

C OL E R ID G E

8924 LUCERNE COURT

P L

LOCATOR NO. 13F420965

A DA

LOCATOR NO. 13F420901

STP-5608(606)

N/F SWH INVESTMENTS III LLC

DESCRI PTI ON

8599/2312

FEDERAL PROJECT NO.

PB 349 PG 432

REVI SI ONS

16102/1431

RIVER ROADS PLAT 2

APP.

N/F JEROME HARDENE

AR-1604

50"E S27°02'

N/F JERRY E. & AURELINE

PB 349 PG 357

ADJUSTED LOT 1

P L

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\17-1604-S-RD-05-ROW _PLAN.dgn

N/F BSD HOLDINGS LLC

10'EASEMENT PB 360 PG

N/F JEANETTE JONES

N23° 36' 48"W

N/F LINDA A. BROOKS

W O R TLE Y A V EN U E

N23° 35' 15"W

COUNTY PROJECT NO.

RIVER ROADS PLAT 1

RIVER ROADS PLAT 5 PB 35 PG 505

OSA G E

RIVER ROADS PLAT 6 PB 360 PG 73 RIVER ROADS PLAT 6 BOUNDARY ADJUSTMENT PB 362 PG 262 LOT CONSOLIDATION PLAT

LOT 3

LOT 2A

6607D-18

LOT 4 N/F

LOCATOR NO. 13F421726

MSD:

DT RETAIL PROPERTIES LLC

8933 JENNINGS STATION ROAD

P-19MSD-00408

21300/1382

AREA: 113,934 SF T.S.C.L.=3,243 SF

MSD BASE MAP:

LOCATOR NO. 13F511122

13F1, 13F4, 13G3

8941 JENNINGS STATION ROAD NO TAKINGS

T.S.C.L. 225 ENTRANCE &

226

SIDEWALK (T.B.R.)

88.24'

N62°48'24"E

LOTS 2 & 3 OF BOUNDARY ADJUSTMENT

CI CONVERT TO AI (U.I.P.)

E " 28 ' 37 4° 4 N

GI (U.I.P.) 15' EASEMENT PB 360 PG 73

CI CONVERT TO AI (U.I.P.)

224

EXI ST.R/W j

15' EASEMENT PB 360 PG 73

S11°42'58"W 1.27'

227

229

SPRINKLER HEAD (U.I.P.)

PSE DB 21 471PG 546

EXI ST.R/W

409.71'

UP (U.I.P.)

FOUND PK NAIL

4 3 . 6 5 '

228

78.06'

GI (U.I.P.)

' 67 . 72

N62°57'11"E

S 8 5 ° 0 7 ' 5 3 "E

232.00'

N62°57'11"E

FOUND COTTON PICKER SPINDLE

UP (U.I.P.)

REV.DATE

PLAT OF RIVER ROADS PLAT 6

GUY (T.B.R.&R.B.O.)

N01°26'00"E 0.14'

WSV (A.T.G.)

ISLAND (T.B.R.)

MATCH LI NE 32+50

20' DEDICATION DB 3838 PG 103 ADA COMPLIANT CURB

PULLBOX (U.I.P.)

UP (U.I.P.)

ADA COMPLIANT CURB

RAMP (U.I.P.)

ISLAND (T.B.R.) WSV (A.T.G.) 10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

MH (A.T.G.)

CONSTR. C L

245

INLET LID AND SILL)

GSV (A.T.G.B.O.)

STA 35+27.3

SIGN (U.I.P.) CI (REMOVE AND REPLACE

SET IRON ROD W\CAP

SET IRON ROD W\CAP UP (U.I.P.)

240

38+ 00

GSV (A.T.G.B.0.)

MH (U.I.P.)

37+ 00

(PB 28 PG 51)

N62°57' 1 1 . 0" E

36+ 00

DEDICATION PLAT

35+ 00

34+ 00

33+ 00

10' WIDENING ROAD

EXI ST.0.6% PROP.0.6% CONC.COM.

JENNINGS STATION ROAD

S62°57'11"W 62.54'

EXIST. R/W

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

S62°57'11"W

10.00'

63.43'

244

SIGN (U.I.P.)

N25°39'01"W

Z:\18059 CDG

141.97'

UP (U.I.P.)

S62°57'11"W 194.29'

MATCH LI NE 38+00

FH (U.I.P.) N62°57'11"E

SET IRON ROD W\CAP FH (U.I.P.)

LOT 1

P L

N/F HAZEL E. WRIGHT 20521/1533 LOCATOR NO. 13F421186 2073 RANCHDALE DRIVE NO TAKINGS

WARMANN ESTATES PB 117 PG 46

N/F RANDELL L. WARMANN 19475/1729

RESUBDIVISION OF WARMANN ESTATES

LOCATOR NO. 13F510808 8960 JENNINGS STATION ROAD

LOT 32 j

PB 119 PG 43

NO TAKINGS

WALGREEN'S/JENNINGS SUBDIVISION PB 349 PG 153 LOT 1 RANCHDALE

PROJECT COORDINATE SYSTEM

LEGEND:

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

224

33551.5191

33345.7236

33+87.37

50.00 LT

* 240

33431.1980

33285.9900

32+79.45

30.00 RT

225

33603.2432

33396.7741

34+56.35

72.85 LT

* 241

33459.6370

33341.6919

33+42.00

30.00 RT

226

33643.5695

33475.2631

35+44.60

73.08 LT

* 242

33450.4924

33368.8104

33+61.99

50.48 RT

SURVEYOR'S CERTIFICATION

227

33639.8645

33518.7606

35+81.65

50.00 LT

* 243

33474.0927

33412.9421

34+12.03

49.52 RT

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY,

* 228

33581.2996

33403.7816

34+52.62

50.12 LT

* 244

33500.5735

33421.8717

34+32.02

30.00 RT

* 229

33675.3591

33588.2819

36+59.71

50.00 LT

* 245

33529.4176

33478.3670

34+95.45

30.00 RT

* 239

33422.1834

33290.3253

* LOCATIONS FOR FOUND SURVEY MONUMENT

32+79.22

40.00 RT

* 246

33520.4004

33482.6970

34+95.21

40.00 RT

RI GHT OF W AY

PB 42 PG 34

PU BLIC W O RK S

NO TAKINGS

16" TREE (U.I.P.)

SHEET 6 OF 8

LOCATOR NO. 13F421120 2080 RANCHDALE DRIVE

LP BASE (U.I.P.)

246

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

19153/1208

AT&T PULLBOX (U.I.P.)

AT&T BOX/POLE (U.I.P.)

TRA N SPO RTA TIO N

N25° 41' 01"W

N/F CHARLOTTE KELLY

3/16/2021

CONCRETE PAD W/ SET IRON ROD W\CAP

T. 314 394 3133

28 P L

DATE:

AT&T PULLBOX (U.I.P.)

N18°38'05"E

F. 314 394 3199

SIGN (U.I.P.)

PULLBOX (U.I.P.)

CH=27.95'

13523 Bar r et tPkw y,Sui t e 250

R A N CH D A LE

SET IRON ROD W\CAP

243

St .Loui s,M i ssour i63021

242

EXI ST.R/W

Ci vi lEngi neeri ng Desi gn

N71°21'55"W

388.15'

FENCE (U.I.P.)

R=20.00'

( NORTH)RESURFACI NG

R=20.00' CH=28.62'

L=30.94'

EFK M oen,LLC

L=31.89'

SET IRON ROD W\CAP

S62°57'11"W

S25° 39' 01"E

239

D R IV E

102.75'

SET IRON ROD W\CAP SET IRON ROD W\CAP

241

N25° 41' 01"W

10.00'

JENNI NGS STATI ON ROAD

S25°41'01"E

S62°57'11"W

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\18-1604-S-RD-06-ROW _PLAN.dgn

PB 354 PG 595

E-W GATEWAY TIP NO.

21822/2037

DESIGNED:

MMH

SIDEWALK REPLACEMENT

DRIVEWAY REPLACEMENT

DRAWN:

JAA

PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY

CHECKED:

AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY

LLM

PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY

RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND

SHEET SEQUENCE:

18 OF 50

FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS,

SCALE IN FEET

EXCEPT AS SPECIFICALLY SIGNED AND SEALED BY SAID PROFESSIONAL.

SCALE: 1" = 20'

3/16/2021

RIVER ROADS PLAT 3

KROGER LIMITED PARTNERSHIP I

12:08:39 PM

PB 349 PG 432

STP-5608(606) P L

N/F

DESCRI PTI ON

R IV ER

LOT 2

FEDERAL PROJECT NO.

REVI SI ONS

RIVER ROADS PLAT 2

APP.

PB 349 PG 357

ADJUSTED LOT 4

50"E S27°02'

RIVER ROADS PLAT 1

AR-1604

ADJUSTED LOT 3

CITY OG JEN N IN G S OR D # 2245 U TILITY R IG H TS R EM A IN

ADJUSTED LOT 2

V A CA TED

R OA D

COUNTY PROJECT NO.

SNMH (U.I.P.)

294

249

SIDEWALK EASEMENT

EXIST. R/W

DB 22013 PG 849

157.66'

S24°50'27"E

N62°57'11"E

3.00'

S26°48'12"E

253

2.00'

AT&T PEDESTAL (U.I.P.)

S27°2'49"E

305

2.00'

302

248

257

GI (U.I.P.)

303

65.52'

30.00' DCI (U.I.P.)

251

S62°57'11"W

RAMP (U.I.P.)

WSV (A.T.G.)

FOUND CUT CROSS

9.01'

N17°20'17"E 0.05' S62°57'11"W

N62°57'11"E

NEW 7'X8'

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

306

S62°57'11"W

252

3.00'

48.90'

BUS PAD

133.75'

240.49'

PULLBOX (U.I.P.) ADA COMPLIANT CURB

N62°57'11"E

S27°2'49"E, 2.00'

299

GI (U.I.P.)

2.00'

N62°57'11"E

25.00'

255

N62°57'11"E, 10.00' DCI (U.I.P.) 20' DEDICATION DB 3838 PG 103 UP (U.I.P.)

N62°57'11"E, 28.97'' ADA COMPLIANT CURB RAMP (U.I.P.)

N62°57'11"E, 19.77'

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

WSV (A.T.G.) MH (A.T.G.)

CONSTR. C L

EXI ST.0.0% PROP.0.0% CONC.COM. STA 39+80.2

43+ 00

42+ 00

CI (A.T.G.)

41 + 00

40+ 00

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

N62°57'11.0"E

MATCH

JENNINGS STATION ROAD 00 39+

NEW 7'X8' SNMH (A.T.G.)

BUS PAD

S62°57'11"W

CI (U.I.P.)

14.21' N62°57'11"E 12" TREE (T.B.R.)

N62°57'11"E 9.00'

MH (U.I.P.)

N62°57'11"E

20.50'

STL CO PULLBOX (A.T.G.)

274

270

10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

20.50'

FOUND IRON ROD

CI (REMOVE AND

279

275

REPLACE LID)

S62°57'11"W

20.50'

130.05'

DATE:

282

3/16/2021

T.S.C.L.

P.S.E. T.S.C.L. S62°57'11"W 11.89'

59"W N27°03'

230.05'

LP (U.I.P.)

277 S73°57'03"W 8.77'

P L

LOT A

P L

RESUBDIVISION OF

17471/4154

WARMANN ESTATES

LOCATOR NO. 13F510808

LOCATOR NO. 13F511089

PB 119 PG 43

8960 JENNINGS STATION ROAD

8970 JENNINGS STATION ROAD

NO TAKINGS

WALGREEN'S/JENNINGS SUBDIVISION

LOT 1

349 PG

TRA N SPO RTA TIO N

19475/1729

N/F JENNINGS CENTER INC

59"W N27° 03'

N/F RANDELL L. WARMANN

PB 117 PG 46

EASEMENT

WARMANN ESTATES

NGRESS\EG RESS 30'I

153

LOT 2

N/F LFI JENNINGS LLC 20104/1902 LOCATOR NO. 13F511078 9285 HALLS FERRY ROAD

AREA: 263,460 SF

AREA: 94,271 SF

P.S.E.=16 SF

T.S.C.L.=32 SF

T.S.C.L.=27 SF

PROJECT COORDINATE SYSTEM

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

POINT NO.

NORTH

EAST

STATION

OFFSET

* 247

33780.8543

33794.9091

38+91.71

50.00 LT

271

33799.9704

34034.0679

41+13.41

41.72 RT

291

33783.2741

33799.6486

38+97.03

50.00 LT

248

33882.3429

33993.6888

41+14.90

50.00 LT

272

33805.5992

34041.2993

41+22.41

40.00 RT

292

33785.0553

33798.7391

38+97.03

52.00 LT

249

33885.8228

33992.0773

41+15.05

53.83 LT

273

33804.0710

34042.0813

41+22.41

41.72 RT

293

33796.4233

33821.0050

39+22.03

52.00 LT

250

33889.6029

34000.2438

41+24.04

53.49 LT

274

33827.6180

34084.4263

41+70.83

40.00 RT

294

33794.6421

33821.9144

39+22.03

50.00 LT

251

33886.4377

34001.7091

41+23.90

50.00 LT

275

33836.9386

34102.6820

41+91.33

40.00 RT

299

33932.6684

34092.2585

42+25.57

50.00 LT

252

33908.6721

34045.2585

41+72.80

50.00 LT

276

33834.5740

34103.8892

41+91.33

42.65 RT

300

33934.4497

34091.3491

42+25.57

52.00 LT

253

33910.4573

34044.3566

41+72.81

52.00 LT

277

33832.1491

34095.4598

41+82.72

40.98 RT

301

33942.6348

34107.3807

42+43.57

52.00 LT

254

33911.8214

34047.0285

41+75.81

52.00 LT

278

33826.7426

34084.8704

41+70.83

40.98 RT

302

33940.8535

34108.2902

42+43.57

50.00 LT

* 255

33910.0803

34047.9441

41+75.83

50.03 LT

279

33852.7669

34133.6839

42+26.14

40.00 RT

303

33954.0253

34134.0890

42+72.54

50.00 LT

256

33925.4631

34073.7475

42+05.81

52.00 LT

280

33862.0907

34151.9460

42+46.64

40.00 RT

304

33955.8065

34133.1795

42+72.54

52.00 LT

257

33923.6779

34074.6494

42+05.80

50.00 LT

281

33860.6777

34152.6675

42+46.64

41.59 RT

305

33960.3537

34142.0859

42+82.54

52.00 LT

LEGEND: N SIDEWALK REPLACEMENT

DRIVEWAY REPLACEMENT

RI GHT OF W AY

PB 349 PG 153

PU BLIC W O RK S

SIGN (U.I.P.)

SHEET 7 OF 8

CI (U.I.P.)

48.42'

S62°54'02"W 9.00'

281 S62°57'59"W

F. 314 394 3199

S62°57'11"W

SIGN (U.I.P.)

171.15'

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

276

ELECTRIC S62°57'11"W

1.59'

POSTS FOR

271 12" TREE (U.I.P.)

S27°02'49"E

2.65' N27°02'49"W 1.58'

278

273

LP BASE (U.I.P.)

S27°02'49"E

T. 314 394 3133

SIGN (U.I.P.)

LP BASE (U.I.P.)

1.72'

St .Loui s,M i ssour i63021

269

S27°05'58"E

N27°02'49"W 1.72'

280

13523 Bar r et tPkwy,Sui t e 250

322.18'

EXIST. R/W

N26°54'05"W 0.98'

Ci vi lEngi neeri ng Desi gn

388.15'

20.60'

CI (A.T.G.)

( NORTH)RESURFACI NG

272

S62°57'11"W

EFK M oen,LLC

S25°06'49"E 0.55' CONC

JENNI NGS STATI ON ROAD

LI NE 38+00

300

N26°48'12"W

CI (U.I.P.)

S62°57'11"W

20' DEDICATION DB 3838 PG 103

38+ 00

MATCH

301

127.34'

WSV (A.T.G.)

RAMP (U.I.P.)

N62°57'11"E, 10.00'

18.00'

3.49'

N24°50'51"W 3.84' 126.43'

304

N62°57'11"E

STL CO ADA COMPLIANT CURB

T.S.C.L. SIGN (U.I.P.)

2.00'

9.00'

ST. LOUIS COUNTY

291

N76°27'16"E 0.09'

P.S.E.

256

S26°48'12"E

250

CI (U.I.P.)

Z:\18059 CDG

P.S.E.

N27°2'49"W, 2.00'

30.00'

DESIGNED:

MMH

SURVEYOR'S CERTIFICATION

DRAWN:

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY,

JAA

PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY

* 269

33696.4044

33828.6282

38+83.34

40.55 RT

282

33851.3581

34134.4032

42+26.14

41.58 RT

306

33958.5725

34142.9953

42+82.54

50.00 LT

AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY

CHECKED:

PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN

270

33801.5067

34033.2835

41+13.41

40.00 RT

RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY

* LOCATIONS FOR FOUND SURVEY MONUMENT

LLM

HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411 RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND

FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES,

SHEET SEQUENCE:

19 OF 50

SCALE IN FEET SCALE: 1" = 20'

3/16/2021

254

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\19-1604-S-RD-07-ROW _PLAN.dgn

SIGN (U.I.P.)

GI (U.I.P.)

FH (U.I.P.)

SIGN (U.I.P.)

N62°57'11"E

SNMH (U.I.P.)

FOUND PK NAIL

N27°2'49"W 2.00'

WM (U.I.P.)

247 232.00'

LOT B

N65°09'41"E

S27°2'49"E, 2.00'

13F1, 13F4, 13G3

P.S.E.=96 SF

P.S.E.

PULLBOX (U.I.P.)

293

MSD BASE MAP:

T.S.C.L.=20 SF

12:08:40 PM

292

N62°57'11"E 5.32'

P-19MSD-00408

REVI SI ONS

SPRINKLER

ADJUSTED OUTLOT B

25.00'

2.00'

HEAD (U.I.P.)

OUTLOT B

MSD:

P.R.I.M.U.S.S.E=334 SF

1146

N27°2'49"W

SNMH (U.I.P.)

P.S.E.=39 SF

AREA: 67,234 SF

ADJUSTED LOT 4

AREA: 46,836 SF

LOCATOR NO. 13F531111 8983 JENNINGS STATION ROAD

50"E S27°02'

LOT 4

P L

8949 JENNINGS STATION ROAD

6607D-18

REV.DATE

P L

LOCATOR NO. 13F531131 P L

E-W GATEWAY TIP NO.

18923/1140

NO TAKINGS

MCDONALD'S REAL ESTATE COMPANY

EXI ST.1.5%-4.1% PROP.1.5%-4.1% ASPH.COM. STA 42+15.7

8941 JENNINGS STATION ROAD

21032/1604

S26°48' 12"E

LOCATOR NO. 13F511122

BRIDGESTONE RETAIL OPERATIONS LLC

18923

21300/1382

STP-5608(606) N/F

DESCRI PTI ON

N/F

AREA DB

RIVER ROADS PLAT 2 21302/3078 PB 349 PG 432 RIVER ROADS PLAT 3 LOCATOR NO. 13F531142 8945 JENNINGS STATION ROAD PB 354 PG 595 AREA: 48,284 SF RIVER ROADS PLAT 5 T.S.C.L.=50 SF PB 35 PG 505 LOT 5 RIVER ROADS PLAT 6 PB 360 PG 73 ADJUSTED LOT 5 RIVER ROADS PLAT 6 BOUNDARY ADJUSTMENT PB 362 PG 262 LOT CONSOLIDATION PLAT T.S.C.L. LOTS 2 & 3 OF BOUNDARY ADJUSTMENT N62°57'11"E PLAT OF RIVER ROADS PLAT 6 OREILLY AUTOMOTIVE STORES INC.

DT RETAIL PROPERTIES LLC

FEDERAL PROJECT NO.

APP.

PB 349 PG 357

AR-1604

LI NE 43+50

N/F

S26°48' 12"E

N/F

RIVER ROADS PLAT 1

ACCESS

SEW R

COUNTY PROJECT NO.

2.00'

AREA: 67,234 SF

262

P.R.I.M.U.S.S.E=334 SF

6.14'

N07°23'41"E

S26°48'12"E

261

25.42'

P.R.I.M.U.S.S.E. LP (U.I.P.)

FOUND CUT CROSS

CONCRETE PAD W/ ELECTRIC SIGN (U.I.P.)

LANDSCAPING & SHRUBS (U.I.P.)

259

AND THE AREAS LISTED ARE CORRECT FOR JENNINGS STATION ROAD, SAINT LOUIS COUNTY

ALAN G. DINH

PROJECT NUMBER AR-1604, IN SAINT LOUIS COUNTY, MISSOURI AND THE RESULTS ARE SHOWN

18903/1388

HEREON. TITLE COMMITMENTS HAVE NOT BEEN PROVIDED. PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR THE ENGINEERING DESIGN ASPECTS SHOWN ON THESE PLANS; AND

LOCATOR NO. 13F530130

5.00'

50.00 LT

259

34015.0670

34242.6521

43+96.99

55.00 LT

260

34022.1346

34256.4949

44+12.53

55.00 LT

261

34069.3866

34262.6274

44+39.48

94.30 LT

262

34074.8639

34259.8602

44+39.50

100.43 LT

263

34075.7647

34261.6459

44+41.50

100.42 LT

* 264

34053.0484

34273.1223

44+41.40

74.97 LT

* 265

34019.3911

34262.1172

44+16.29

50.00 LT

* 266

34058.2495

34360.3176

45+21.42

39.95 LT

267

34067.1746

34355.8073

45+21.46

49.95 LT

268

34063.6619

34371.0277

45+33.42

39.91 LT

* 283

33921.2287

34267.7760

43+76.69

40.00 RT

* 284

33893.7942

34349.1315

44+36.68

101.43 RT

* 285

33986.2102

34395.1352

45+19.67

40.04 RT

286

33988.4642

34399.5996

45+24.67

40.06 RT

287

33982.6010

34399.0805

45+21.54

45.05 RT

288

33967.8953

34406.1208

45+21.13

61.35 RT

289

33967.0317

34404.3169

45+19.13

61.29 RT

290

34032.0223

34396.8149

45+42.00

0.00

6607D-18 MSD:

P-19MSD-00408 MSD BASE MAP:

13F1, 13F4, 13G3

FURTHER DISCLAIMS ANY RESPONSIBILITY FOR OTHER PLANS, SPECIFICATIONS, ESTIMATES,

9401 JENNINGS STATION ROAD

REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USE FOR

AREA = 8,005 SF

ANY PART OR PARTS OF THE PROPOSED OR SUBSEQUENT ENGINEERING PROJECTS OR SURVEYS,

P.R.I.M.U.S.S.E=60 SF

EXCEPT AS SPECIFICALLY SIGNED AND SEALED BY SAID PROFESSIONAL.

GSV (U.I.P.)

GSV (A.T.G.B.O.)

267

SIGN (U.I.P.)

P L

S77°00'16"E ST. LOUIS COUNTY

15.63' MH (U.I.P.)

CI (U.I.P.)

DB 6325 PG 789

* LOCATIONS FOR FOUND SURVEY MONUMENT P L

N27°10'50"W

EXIST. R/W

43+97.00

P.R.I.M.U.S.S.E.

35.43'

268

(T.B.R.&R.) 20' DEDICATION

SIGN (T.B.R.)

PULLBOX (U.I.P.)

SET CUT CROSS

DB 3838 PG 103

N/F

GSV (U.I.P.)

RISMORE GLORIA D

266 10' WIDENING ROAD DEDICATION

9400 WESTCHESTER DRIVE

GSV (A.T.G.B.O.)

PLAT (PB 28 PG 51)

WSV (A.T.G.)

CI (U.I.P.)

11163/2320

SIGN (U.I.P.)

FH (U.I.P.)

S63°12'43"W

1 3 5 + 0 0

LOCATOR NO. 13F530341

12.01' FOUND IRON ROD

SIGNAL (T.B.R.)

ADOPTED FOR NORTH LINE

9400 WESTCHESTER DRIVE

PULLBOX (T.B.R.) GSV (A.T.G.B.O.)

OF JENNINGS SATION ISLAND (T.B.R.)

N62°57'11"E 0.05'

1° 1 3 9 + 0 0 9

END PROJECT

1" '2 5 1

CONSTR. C L

STA. 45+42.00

JENNINGS STATION ROAD

N62°57'11.0"E

N63°12'24"E

N/F NEIGHBORS CREDIT UNION

HALLS FERRY STA. 139+04.82

46+ 00

JENNINGS STATION STA. 44+79.79=

45+ 00

290

17680/4002

BEGIN PROJECT

LOCATOR NO. 13F531102

STA. 135+58.23

8935 JENNINGS STATION ROAD

ISLAND (T.B.R.) SIGNAL (T.B.R.)

CONSTR. C L

PULLBOX (T.B.R.)

SIGN (T.B.R.)

SIGNAL (T.B.R.)

CI (U.I.P.)

PULLBOX (T.B.R.)

SIGN (U.I.P.)

MH (A.T.G.) 10' WIDENING ROAD DEDICATION PLAT (PB 28 PG 51)

N63°12'43"E

286

S25°34'58"E 16.30'

WARMANN ESTATES PB 117 PG 46

RESUBDIVISION OF WARMANN ESTATES PB 119 PG 43

EXIST. 1.6% PROP. 1.6% CONC. PRIV. STA 1 40+ 1 6. 2

1 3 6 + 0 0

SIGN (U.I.P.)

289

N/F NAOMI QUINN 8352/22 LOCATOR NO. 13F530031 9400 JENNINGS STATION ROAD AREA = 7,751 SF P.R.I.M.U.S.S.E.=50 SF SIGN (U.I.P.)

UP (U.I.P.)

JEFFRIES ROSEMARY

GSV (U.I.P.)

ASPH. COM. STA 1 36+ 00. 6

TREES (U.I.P.)

R OA D

EXI ST.R/W

1 4 0 + 0 0

N/F

PROP. -1.6%

N63°13'02"E P L

11548/0969 LOCATOR NO. 13F530273 9401 BLUEGRASS DRIVE

BLUEGRASS DRI VE

LIMITS OF NEW ASPHALT

N/F

BAILEY PRISCILLA

10390/13648

CONSTR. C L

N/F EARLEY WHITE SHIRLEY

LS D AL R H RY R FE

WALGREEN'S/JENNINGS SUBDIVISION PB 349 PG 153

5'W ATER EASEMENT DB 10793 PG 2123 (#17)

LOT A

634

S25° 40' 59"E

T.S.C.L.=32 SF

EXI ST.R/W

AREA: 94,271 SF

FOUND IRON ROD S25°40'59"E 0.14'

EXIST. -1.6%

N25° 34' 58"W

284

R OA D

OF JENNI NGS DB 5842 PG

N/F LFI JENNINGS LLC

H A LL S FE R R Y

CI TY

9285 HALLS FERRY ROAD

CI (U.I.P.)

2.00'

SIGN (T.B.R.)

LOCATOR NO. 13F511078

S64°25'02"W

N71°21'54"W

20104/1902

TREE (U.I.P.)

LOCATOR NO. 13F530185 UP (U.I.P.)

9400 BLUEGRASS DRIVE

137+00

22677/760 LOCATOR NO. 13F510972

4" TREE (U.I.P.)

PU BLIC W O RK S

288

SHEET 8 OF 8

GSV (U.I.P.)

RI GHT OF W AY

R=60.00' CH=85.86'

SIGN (U.I.P.)

F. 314 394 3199

L=95.68'

P.R.I.M.U.S.S.E. UP (U.I.P.)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

DB 10798 PG 1608

TRA N SPO RTA TIO N

ST. LOUIS COUNTY

287

T. 314 394 3133

SIGN (U.I.P.)

MH (A.T.G.)

St .Loui s,M i ssour i63021

FOUND IRON ROD S41°43'10"E 0.17'

EXIST. R/W

5.89'

21.26'

Ci vi lEngi neeri ng Desi gn

S25°47' 28"E'

283

S05°03'33"W

N25°34'58"W

( NORTH)RESURFACI NG

LIMITS OF NEW ASPHALT

EXIST. R/W

3/16/2021

SET CUT CROSS

EFK M oen,LLC

ST LOUIS COUNTY DB 5258 PG 248

DATE: GSV (U.I.P.)

285

13523 Bar r et tPkwy,Sui t e 250

5.00'

JENNI NGS STATI ON ROAD

LP (T.B.R.)

H A LL S FE R R Y

MATCH

N26°48'36"W 10.00'

PULLBOX (T.B.R.)

265

19.29'

44+ 00

LI NE 43+50

S62°57'11"W

EXIST. R/W

Z:\18059 CDG

258 UP (U.I.P.)

S18°04'30"W

9410 EDGEWATER DRIVE 141+00

GSV (U.I.P.)

DESIGNED:

EXIST. 5.5% PROP. 5.5%

MMH

CONC. PRIV. STA 1 37+ 23. 8 5'W ATER EASEMENT DB 10793 PG 2123 (#17)

DRAWN:

CI (A.T.G.)

JAA CHECKED:

LIMITS OF NEW j

ASPHALT

LLM 0

3/16/2021

15.54' LP (U.I.P.)

264

PULLBOX FI (T.B.R.) BE RO PT I C MA RK ER

N62°57'11"E

34244.9361

SIGNAL (T.B.R.)

260 CONTROLLER (U.I.P.)

34010.6192

SHEET SEQUENCE:

LIMITS OF NEW ASPHALT j

SIGN (U.I.P.)

20 OF 50

END PROJECT STA. 141+23.65

MATCH L I NE 1 37+ 50

SCALE IN FEET SCALE: 1" = 20'

12:08:41 PM

CURB (U.I.P.)

258

PARKING LOT

OFFSET

REV.DATE

LOT B

EFK MOEN, LLC HAS DURING THE MONTH OF JULY 2019, AT THE REQUEST OF SAINT LOUIS COUNTY,

N/F

CONC. PRIV. STA 1 38+ 06. 7

-PI 1 38+ 29. 90

R=50.50' CH=47.65'

STATION

EASEMENTS AND CERTIFIES THAT SAID RIGHT OF WAY AND EASEMENTS CLOSE MATHEMATICALLY

EXIST. 4.5% PROP. 4.5%

N26°48'12"W

P.S.E.=96 SF

PREPARED PLANS FOR THE LOCATION OF THE PROPOSED RIGHT OF WAY AND PROPOSED

L=49.62'

T.S.C.L.=20 SF

EAST

REVI SI ONS

N63°13'55"E

8983 JENNINGS STATION ROAD

SIDEWALK REPLACEMENT

SURVEYOR'S CERTIFICATION

EXI ST.R/W

LOCATOR NO. 13F531111

1 38+ 00

18923/1140

NORTH

DESCRI PTI ON

4" TREE (U.I.P.)

MCDONALD'S REAL ESTATE COMPANY

POINT NO.

E-W GATEWAY TIP NO.

DRIVEWAY REPLACEMENT

263

N/F

STP-5608(606)

N63°12'24"E

P L

FEDERAL PROJECT NO.

APP.

PROJECT COORDINATE SYSTEM

PB 53 PG 9

S26°48' 36"E

4" TREE (U.I.P.)

EXI ST.R/W

S26° 48' 12"E

PB 355 PG 505

LEGEND:

HATHAWAY HILLS PLAT 4

S26°47' 44"E

RIVER ROADS PLAT 5

AR-1604

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\20-1604-S-RD-08-ROW _PLAN.dgn

COUNTY PROJECT NO.

MATCH L I NE 1 37+ 50

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

13F1-144D

41.88' LT

STA. 34+55.74

1-3

CURB INLET

1-2

58.56' LT

1-1

EX. CURB INLET

P-19MSD-00408

58.69' LT

MSD BASE MAP:

EX. CURB INLET

13F1, 13F4, 13G3

CONVERT TO AREA INLET

4 OPENINGS

EXISTING GRADE

505

EX. 12" CLASS III FL 502.87

500

RCP @ 0.98% Q=0.65 CFS

6"-12" SOIL IN VEGITATED AREAS

(PUBLIC)

REVI SI ONS

PROPOSED GRADE

515

510

AND TREE LAWN

505

500

FL 501.98

GRANUAL BACKFILL FL 503.38

REV.DATE

EX. 12" CLASS III

15'-12" CLASS III

RCP @ 0.78%

RCP @ 3.4%

Q=0.85 CFS

Q=0.46 CFS

(PUBLIC)

(PUBLIC) ST. LOUIS COUNTY TRAFFIC SIGNAL AI 1.3 (P002958301) AI

STA. 35+99.76

1-0

58.76' LT

DATE:

505

HGL

500

PU BLIC W O RK S

500

(PUBLIC)

FL 501.59

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

21 OF 50

17-MAR-2021

Q=0.85 CFS

( SHEET 1 OF 1)

RCP @ 0.78%

SEW ER PROFI LES

EX. 12" CLASS III ( NORTH)ARS RESURFACI NG

505

510

JENNI NGS STATI ON ROAD

510

MATCHLI NE THI S SHEET

EXISTING GRADE

515

TRA N SPO RTA TIO N

515

T-507.31

4 OPENINGS

F. 314 781 9075

USE IN PLACE

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

AGRREGATE BASE

T. 314 781 7770

EX. AREA INLET

St .Loui s,M i ssour i63139

3/17/2021

4" TYPE 5

One Cam pbel lPl aza

1.5" CONDUIT

07:56

Ex. Tel

AND REPLACED WITH NEW SIDEWALK

SIDEWALK

MATCHLI NE THI S SHEET

510

PROPOSED

T-507.13

515

T-506.97

T-507.88

EXISTING ENTRANCE TO BE REMOVED

DESCRI PTI ON

1-38" OPENING

MSD:

STA. 35+49.53

APP.

STA. 34+51.26

6607D-18

13F1-143D

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\021-1604-S-RD-01-STORM_SEW ER_PROFI LES.dgn

COUNTY PROJECT NO.

STP-5608(606)

E-W GATEWAY TIP NO.

6607D-18

MSD:

P-19MSD-00408

MSD BASE MAP:

13F1, 13F4, 13G3

0 +0 36

T-506.50

FL-495.20

0 +0 35

0 +0 34

0 +0 33 RB CU

ED LL RO NC CO

EX. CURB INLET

NC CO ED LL RO

PH AS

S XE BO L UL 'P x2 ' 2

EX. CURB INLET

RB CU

NC CO

13F1-078D

FL-502.35

T-507.13

8 50

1-1

509

7 50

DATE:

3/17/2021

EX. CURB INLET

FL-502.87

9 0 5

8 50

NE HO P E LE OL TE NH A M

S G N D I N N .R JE TA S

K. OSHAUGHNESSY

DRAWN:

K. OSHAUGHNESSY

CHECKED:

S. HILDERBRAND

SHEET SEQUENCE:

22 OF 50

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\022-1604-S-RD-01-STORM_DRAI NAGE_AREA_MAP.dgn

FEDERAL PROJECT NO.

17-MAR-2021

DESCRI PTI ON

AR-1604

07:57

T-506.97

FL-501.98

( SHEET 1 OF 2)

13F1-143D

PU BLIC W O RK S

D 1-0

AREA M AP

AREA 2

F. 314 781 9075

AREA 1 AI

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

FL-501.59

STORM DRAI NAGE

1-2

AI 1.3 (P002958301)

T. 314 781 7770

13F1-144D

T-507.31

0 +0 37

EX. AREA INLET

St .Loui s,M i ssour i63139

IMPERVIOUS PAVEMENT - 100% IMPERVIOUS

One Cam pbel lPl aza

LEGEND: REVI SI ONS

SCALE: 1" = 20'

APP.

SCALE IN FEET

TRA N SPO RTA TIO N

GRASS - 5% IMPERVIOUS BY

( NORTH)ARS RESURFACI NG

REV.DATE

JENNI NGS STATI ON ROAD

508

509

510

COUNTY PROJECT NO.

EX. GRATE INLET

13F1-079D

T-508.00 DESIGNED:

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

GENERAL NOTES:

E-W GATEWAY TIP NO.

6607D-18 MSD:

EXISTING FLOW = 0.96 CFS

510

P-19MSD-00408 MSD BASE MAP:

13F1, 13F4, 13G3

REVI SI ONS

LEGEND:

IMPERVIOUS PAVEMENT - 100% IMPERVIOUS

APP.

- NO DETENTION REQUIRED

DESCRI PTI ON

DIFFERENCE = -0.11 CFS

SCALE IN FEET

SCALE: 1" = 20'

509

EX. AREA INLET AI 1.3 (P002958301) T-507.31

FL-501.59

1-0

AREA 3

AREA 2

EX. CURB INLET T

CONVERT TO AREA INLET

13F1-143D T-507.13

8 50

508

FL-501.98 CI 1-1

0 +0 36

CURB INLET

13F1-079D

T-506.97

T-506.50

FL-502.87

FL-495.20

E S XE BO L UL 'P x2 ' 2

7 0 5

TRA N SPO RTA TIO N

EX. GRATE INLET

1-3

9 0 5

NE HO P E LE OL TE NH A M

0 +0 34

S G N D I N N .R JE TA S

EX. CURB INLET RB CU NC CO ED LL RO

NC CO

13F1-078D

( NORTH)ARS RESURFACI NG

AREA 1

JENNI NGS STATI ON ROAD

0 +0 35

8 50

( SHEET 2 OF 2)

FL-502.87

PU BLIC W O RK S

T-506.97

AREA M AP

F. 314 781 9075

13F1-144D

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

STORM DRAI NAGE

AREA INLET

T. 314 781 7770

CONVERT TO

St .Loui s,M i ssour i63139

3/17/2021

One Cam pbel lPl aza

1-2

DATE:

EX. CURB INLET CI

0 +0 37

509

T-508.00 DESIGNED:

FL-502.35

K. OSHAUGHNESSY DRAWN:

0 +0 33

K. OSHAUGHNESSY CHECKED: PH AS RB CU NC CO ED LL RO

S. HILDERBRAND SHEET SEQUENCE:

23 OF 50

17-MAR-2021

REV.DATE

GRASS - 5% IMPERVIOUS

07:57

PROPOSED FLOW = 0.85 CFS

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\023-1604-S-RD-02-STORM_DRAI NAGE_AREA_MAP.dgn

COUNTY PROJECT NO.

AR-1604

6607D-18

CONTROL POINT #71 CROSS N 33241.3326 E 32911.2965 ELEV 503.80 STA 28+59.40, 28.72' RT.

BRICK #9401

HALLSFERRY MAG NAIL

' .5 2 3

C N O K L C A N W

31848.6959

16+99.00

32739.2071

31864.6532

17+18.90

32748.3015

31882.4659

46+00.00

34058.3961

34448.4717

CP#28

J ENNI NGS STAT I ON

ROAD

1 34 + 0 0 1 35 + 0 0 1 36 + 0 0

D L T R

39.90' 20.00' 228.00'

46+ 00

370.10'

43+ 00

42+ 00

41 + 00

44+ 00

8"E

16+99.00 10°01'35" (RT)

1 39 + 0 0 1 4 0 + 0 0

1 4 1 + 0 0

1 4 2 + 0 0

S25° 4 7 ' 2

40+ 00

39+ 00

38+ 00

37+ 00

36+ 00

35+ 00

CP#203

CP#202

JENNINGS STATION CURVE #1

Z:\18059 CDG

1 38 + 0 0

CONTROL POI NTS SHEET

PI 1 38 + 2 9 . 9 0

2881 . 1 0'

34+ 00

32+ 00

31 + 00

30+ 00

29+ 00

28+ 00

27+ 00

25+ 00

24+ 00

23+ 00

CP#71

33+ 00

CP#2

N62°57' 1 1 " E

26+ 00

CP#55

CP#16

22+ 00

21 + 00

20+ 00

1 9+ 00

1 8+ 00

00 7+ 1

00 5+ 1

00 4+ 1

00 3+ 1

00 2+ 1

00 + 1 1

00' 679. 1

00 0+ 1

00 9+

00 8+

00 7+

00 6+

00 5+

00 4+

00 3+

00 2+

00 + 1

00 0+

E 36" 5' N52°5

00 6+ 1

1 37 + 0 0

DESIGNED:

MMH DRAWN:

JAA CHECKED:

LLM 0

200

400

600

3/16/2021

32727.1503

PU BLIC W O RK S

16+79.00

SHEET 1 OF 1

F. 314 394 3199

30509.0791

TRA N SPO RTA TIO N

31714.9858

0+00.00

4 29.90'

REMARKS

S26° 4 7' 44

EASTING

PT STA 17+ 18.90

NORTHING

+79.00 STA 16

STATION

3/16/2021

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

PROJECT COORDINATE SYSTEM

DATE:

CONTROL POINT #203 LARGE NAIL N 34078.3680 E 34382.7250 ELEV 511.36 STA 45+50.53, 47.68' LT.

T. 314 394 3133

CONTROL POINT #202 CROSS N 33624.7130 E 33684.9610 ELEV 507.86 STA 37+22.79, 39.07' RT.

St .Loui s,M i ssour i63021

13523 Bar r et tPkwy,Sui t e 250

WALK

S G N I N RD N . E J TA S

Ci vi lEngi neeri ng Desi gn

CONC

' .0 19

SHEET SEQUENCE:

24 OF 50 SCALE IN FEET SCALE: 1" = 200'

12:08:42 PM

LS D AL R H RY R FE

5' . 4 4

5 8 0 .9 6 ' 9 H #8 SP A NG K P OT L

9' 8. 1

( NORTH)RESURFACI NG

IN STRIPE

.8 4 2

S G N I N RD N . E J TA S

DESCRI PTI ON

REVI SI ONS

CONTROL POINT #55 CROSS N 32820.3490 E 32084.8964 ELEV 495.00 STA 19+31.95, 27.88' RT.

CONTROL POINT #28 CROSS N 32640.6772 E 31690.5789 ELEV 512.56 STA 15+00.72, 26.32' LT.

13F1, 13F4, 13G3

CONTROL POINT #16 CROSS N 32379.9480 E 31429.6264 ELEV 517.48 STA 11+35.34, 24.39' RT.

MSD BASE MAP:

CONTROL POINT #2 CROSS N 32204.5784 E 31201.8434 ELEV 515.87 STA 8+47.88, 27.00' RT.

P-19MSD-00408

EFK M oen,LLC

19 .0 '

MSD:

H P S A

JENNI NGS STATI ON ROAD

' 6 .5

' 12 .2

' 6 .5

D E T A C N ME U R DO T

E-W GATEWAY TIP NO.

O EW G R ED D

S G N I N RD N . E J TA S

' .1 2 K L A W

7' 6. K L A

#8810

#8800

16 9 #8

2 POST

.8' 16

C N O K L C A W

8' . 28

STP-5608(606)

APP.

5 5 N

C N O C

4. 3'

8. 1 '

FEDERAL PROJECT NO.

REV.DATE

S G N I H N RD P N . S A JE TA S 9' .

0 5

C N O C

SIGN

CONC

UP .7

12 .3

S G N I N RD EN A. J T 5 6' S CI 4. 8. 7

#8841

S G N I N RD N . K E L J TA A S W

PULLBOX

8 #8

S G N I N RD N . K E L J TA A S W

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\24-1604-S-RD-01-REFERENCE_TI ES.dgn

COUNTY PROJECT NO.

AR-1604

SIGNAL PHASING

STP-5608(606) E-W GATEWAY TIP NO.

Ø1

6607D-18

Ø6

MSD:

P-19MSD-00408

W.B. - JENNINGS STA RD W/PED. NORTH SIDE S.B. - HORD AVE.

Ø2 + PED.

MSD BASE MAP:

13F1, 13F4, 13G3

Ø8 + PED.

2 RK # PA K O O 0 N BR 7 REE G 8 PG 3 PB

WIRED WITH HARNESSES FOR 8-PHASE OPERATION WITH FOUR OVERLAPS AND FOUR CONCURRENT PEDESTRIAN PHASES.

REVI SI ONS

THE CONTROLLER BACK PANEL SHALL BE COMPLETELY

SCALE IN FEET SCALE: 1" = 20'

TO CONTROLLER AT

R Y G

L. C. S. T.

(T.B.R.&R.) 2

10.1'

24' 2

/W T.R S I X E

TRA N SPO RTA TIO N

L. C. S. T. 3

1-1c#6(G), 4-7c#14,

L. C. S. T.

IN 4" CONDUIT P.R.I.M.U.S.S.E.

6' SIDEWALK INLET (A.T.G.) SIGNAL (T.B.R.) PULLBOX (T.B.R.) 1-4C#18(APS), IN POST

PU BLIC W O RK S

R Y

STAIRS & HANDRAIL

1-P.B.

8 '

R Y

/W T.R S I X E

3 .5 '

0 0 + 7

0' 1

+ '7 0 2 x ' 6

PULLBOX (T.B.R.) SIGNAL (T.B.R.)

' 0 2 x ' 6

R Y G

0 5

R Y G

18'

0 0 + 8

32 '

PULLBOX (T.B.R.)

SPLICE

3/16/2021 F. 314 394 3199

0 5 + 8

CONDUIT

DATE:

R Y Y

1-P.B.

R Y G

(T.B.R.)

24 '

NGS I N EN J

0 0 + 9

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

T. 314 394 3133

R Y G

(T.B.R.) PULLBOX

ON I T STA

/W T.R S I X E

0 5 + 9

D ROA

St .Loui s,M i ssour i63021

PULLBOX

0 0 2+ 1

SPLICE

0 5 2+ 1

13523 Bar r et tPkwy,Sui t e 250

6' SIDEWALK

3 0 '

EX. CONDUIT (U.I.P.)

CONDUIT

1-P.B.

12 '

R 2 0'

' 10

0 0 3+ 1 ' 22 6 x ' 6

Z:\18059 CDG

' 0 X 35 O PPR A NE I P L TO TO S

R Y Y

ADA WORTLEY AVE.

' 21 6 x ' 6

IN 2" CONDUIT

Ci vi lEngi neeri ng Desi gn

L. C. S. T.

5' SIDEWALK

P.R.I.M.U.S.S.E.

1-F.O.C. (36 FIBERS), 2-2c#18(S),

( NORTH)RESURFACI NG

0' R1

1-1c#6(G), 1-2c#18(S), 1-4c#18(APS) IN 2" CONDUIT

FIBER OPTIC CLOSED LOOP SYSTEM

UTILITY POLE (T.B.R.&R.B.O.), NEW POWER SUPPLY

VA UL T

NEW CONTROLLER ON EX. BASE

KIENLEN AVE/JENNINGS STATION RD

SIGNAL (T.B.R.)

FI BE RO PT I C

11-2c#18(S), 4-5c#14, 10-7c#14, 2-1c#6(P), 2-F.O.C. IN TWO SPLICED 3" CONDUITS

EX. 2-2c#18(S), EX. 1-F.O.C. IN

1-1c#6(G), 1-2c#18(S), 1-5c#14, 1-7c#14, IN 4" CONDUIT

EFK M oen,LLC

EX. BASE (FULL DEPTH REMOVAL), 24' MAST ARM & SIGNAL (T.B.R.&R.)

SAWED SLOTS (TYP.)

2-1c#6(P), IN 2" CONDUIT ' x20 6'

1-1c#6(G), 1-5c#14, 1-4c#18(APS), 2-7c#14, IN 4" CONDUIT

2-1c#14 w/TUBE JACKET, IN

1-P.B.

' x20 6'

1-1c#6(G), 1-2c#18(S), 1-5c#14 IN 2" CONDUIT

EACH OF TWO 1" CONDUITS

1-4c#18(APS), IN POST

2-1c#14 w/TUBE JACKET, IN EACH OF FOUR 1" CONDUITS

NT M E 35 SE 3 EA PG D 14 48

1-4c#18(APS), IN POST

AT&T PULLBOX (U.I.P.)

' x20 6'

T.S.C.L.

2-1c#14 w/TUBE JACKET, IN 3-2c#18(S), 1-5c#14, 1-7c#14, 2-1c#6(P), 1-F.O.C. IN 4" CONDUIT

JENNI NGS STATI ON ROAD

IN EXIST. CONDUIT

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

ADD 1-F.O.C. (36 FIBERS), 2-2c#18(S)

0' 1

REMOVE EXIST. 1-F.O.C.

REV.DATE

HO 5' . 1 1

APP.

THE CONTROLLER SHALL BE NEMA CONFIGURATION.

DESCRI PTI ON

W/PED. WEST SIDE

1-1c#6(G), 3-7c#14, IN 4" CONDUIT

1-1c#6(G), 1-2c#18(S), 1-5c#14 IN 2" CONDUIT

2-2c#18(S), 1-5c#14, 7-7c#14, IN 4" CONDUIT 4-7c#14, IN 4" CONDUIT

2-1c#14 w/TUBE JACKET, IN EACH OF TWO 1" CONDUITS

TRAFFIC SIGNAL PRECONSTRUCTION NOTE: UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST.LOUIS COUNTY TRAFFIC SIGNALS": AND WITH "ST.LOUIS COUNTY STANDARD DRAWINGS - TRAFFIC SIGNAL DETAILS". THE CONTRACTOR SHALL HAVE SAID REFERENCES ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT. THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE SIGNALS PLANS WERE APPROVED. THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED.

E C A RD PL ERRA G 0 5 PG 3 PB 2

N O SI I V BDI DREWS SU N A M. . C 5 PG 31 PB 2

NOTES: THE EXISTENCE AND APPROXIMATE LOCATION OF UTILITY FACILITIES KNOWN TO EXIST, AS SHOWN ON THE PLANS, ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE COUNTY AT THIS TIME. THIS INFORMATION IS PROVIDED BY THE COUNTY "AS-IS" AND THE COUNTY EXPRESSLY DISCLAIMS ANY REPRESENTATION OR WARRANTY AS TO THE COMPLETENESS, ACCURACY, OR SUITABILITY OF THE INFORMATION FOR ANY USE. RELIANCE UPON THIS INFORMATION IS DONE AT THE RISK AND PERIL OF THE USER, AND THE COUNTY SHALL NOT BE LIABLE FOR ANY DAMAGES THAT MAY ARISE FROM ANY ERROR IN THE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITIES HAVING OVERHEAD OR UNDERGROUND FACILITIES IN CLOSE PROXIMITY OR POSSIBLE CONFLICT WITH THE CONTRACTOR'S EXCAVATIONS AND UNDERGROUND CONDUIT AND CABLE INSTALLATION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND MAINTAINING AGENCIES 72 HOURS IN ADVANCE OF COMMENCING WORK. HAND DIGGING WILL BE REQUIRED IN ALL AREAS WHERE THE UTILITIES STAKE OR LOCATE A POSSIBLE CONFLICT. HAND DIGGING OF SIGNAL EQUIPMENT IS REQUIRED WHERE CONDUIT IS DEPICTED ON THE PLANS. THE EXACT LOCATION OF UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR, WHEN NECESSARY, DURING CONSTRUCTION. ALL PEDESTRIAN INDICATIONS SHALL BE COUNTDOWN TYPE & ALL PEDESTRIAN PUSH BUTTONS SHALL BE INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS.

SHEET

SIGNAL (T.B.R.)

I NTERSECTI ON DETAI LS

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

DESIGNED:

MMH DRAWN:

JAA CHECKED:

LLM

3/16/2021

E.B. THRU - JENNINGS STA RD

SHEET SEQUENCE:

25 OF 50

12:08:43 PM

E.B. LEFT - JENNINGS STA RD

FEDERAL PROJECT NO.

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\25-1604-S-TR-01-HORD-SI GNAL_PLAN.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18 MSD:

904-02.13

SIGNAL HEAD, TYPE 3S

904-05.43

SIGNAL HEAD, TYPE 3B, TERMINAL COMPARTMENT, AND ASTRO BRACKET MOUNTING

904-05.44

SIGNAL HEAD, TYPE 4B, TERMINAL COMPARTMENT, AND ASTRO BRACKET MOUNTING

QUADRUPOLE (2-4-2)

CHANNEL USED

POST, SIGNAL, W/SQ. PEDESTAL BASE, 15'TOTAL HEIGHT, ALUMINUM

904-28.07

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7'MAXIMUM TOTAL HEIGHT, ALUMINUM

904-28.10

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10'TOTAL HEIGHT, ALUMINUM

904-32.24

19' POLE, W/24' MAST ARM, STEEL

904-32.32

19' POLE, W/32' MAST ARM, STEEL

MAST ARM OR POST TYPE

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE, 15' TOTAL HEIGHT, ALUMINUM

904-27.15

BASE NO.

(2) 6'X20'

1-PUSH BUTTON

(2) 6'X20'

STEEL 19' SIGNAL POLE W/32' MAST ARM

B-7

1-3S W/BP 1-4B W/BP

3-3B W/ BP EA

B-6

STEEL 19' SIGNAL POLE W/24' MAST ARM

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10' TOTAL HEIGHT, ALUMINUM

TYPE 2 W/BATTERY BACKUP

6'X6'

DETECTOR, VEHICLE INDUCTION LOOP, CARD RACK MTG., 2 CHANNEL,

904-51.00

CONDUIT, 1"

L.F.

904-52.00

CONDUIT, 2"

L.F.

130

904-53.00

CONDUIT, 3"

L.F.

190

CONDUIT REPAIR (LOCATE BROKEN CONDUIT, EXCAVATE, REMOVE EXISTING CABLE, EA

300

904-83.05

CABLE, SIGNAL, #14 GAUGE, 5 CONDUCTOR

L.F.

330

904-83.07

CABLE, SIGNAL, #14 GAUGE, 7 CONDUCTOR

L.F.

1620

904-84.00

WIRE, STRANDED GROUND, #6 GAUGE

L.F.

130

904-85.06

904-85.18 904-85.34 904-85.36

(IN CONDUIT AND PULL BOXES) CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/TUBE JACKET (IN SAWED SLOT) CABLE, PUSH BUTTON AND/OR DETECTOR LOOP LEAD-IN, #18 GAUGE, 2 CONDUCTOR (SHIELDED) CABLE, COMMUNICATION, #18 GAUGE, 4 CONDUCTOR (APS) CABLE, COMMUNICATION, FIBER OPTIC, 36 FIBERS (30 SINGLE-MODE AND 6 MULTI-MODE)

L.F.

250

L.F.

2750

L.F.

1460

L.F.

1-1S PED

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10' TOTAL HEIGHT, ALUMINUM

1-PUSH BUTTON

P-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' MAX. TOTAL HEIGHT, ALUMINUM

EXIST. 6'X6'

U.I.P.

4B CARDS PROVIDED FOR FUTURE USE

OPEN SLOTS IN CARD RACK

1-PUSH BUTTON

3, 4, 5, 7 DATE:

904-86.01

POWER SUPPLY ASSEMBLY, ON WOOD UTILITY POLE, 120/240 VOLT

904-88.01

PULL BOX, SINGLE, CONCRETE

904-88.02

PULL BOX, DOUBLE, CONCRETE

904-91.43

BASE, TYPE P-3, CONCRETE

904-91.56

BASE, TYPE B-6, CONCRETE

904-91.57

BASE, TYPE B-7, CONCRETE

904-91.73

BASE, TYPE C-3, CONCRETE

904-93.10

TEMPORARY SIGNAL INSTALLATION

904-95.20

REMOVAL OF CONCRETE SINGLE PULL BOX

904-95.30

REMOVAL OF PREFORMED PULL BOX

904-96.16

REMOVAL OF CONCRETE BASE, TYPE A, B, F, (FULL DEPTH, UNDER 3.0 CUBIC YARDS)

904-96.20

REMOVAL OF CONCRETE BASE

904-97.20

REMOVAL OF SIGNAL EQUIPMENT (INTERSECTION)

904-99.09

FIBER-OPTIC TERMINATION

904-99.10

FIBER-OPTIC FUSION SPLICE

3/16/2021

CONTROLLER GROUND MOUNT EX. D-PH8

ALUMINUM CABINET

---

APPROX. 55"HX44"WX26"D

(U.I.P.)

PULL BOX SCHEDULE BOX TYPE BOX NUMBER CONCRETE

PREFORMED

PREFORMED W/CONC. APRON

* SEE F.O.C. SCHEDULE ON SHEET 31

SINGLE

DOUBLE

JENNI NGS STATI ON ROAD

904-85.05

CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/TUBE JACKET

STEEL 19' SIGNAL POLE W/24' MAST ARM

1-1S PED

B-6

U.I.P.

EXIST. L.F.

PU BLIC W O RK S

CABLE, POWER, #6 GAUGE, 1 CONDUCTOR

6'X6'

(DOES NOT INCLUDE SIDEWALK OR PAVEMENT REMOVAL AND REPLACEMENT) 904-82.06

2-3B

AND HORD AVENUE

REPAIR/REPLACE CONDUIT, REINSTALL CABLE, BACKFILL AND RESTORE)

F. 314 394 3199

904-74.99

EXIST.

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

CONDUIT, 4"

6'X6'

TRA N SPO RTA TIO N

904-54.00

1-PUSH BUTTON

T. 314 394 3133

W/DELAY AND EXTENSION TIMING AND RELAY OUTPUTS

1-1S PED

St .Loui s,M i ssour i63021

904-49.35

13523 Bar r et tPkwy,Sui t e 250

DETECTOR, PEDESTRIAN PUSH BUTTON, APS, FREEZEPROOF

Ci vi lEngi neeri ng Desi gn

904-49.22

( NORTH)RESURFACI NG

W/INTERNAL FIBER OPTIC MODEM AND TERMINATION HOUSING, TS2,

1-4T W/BP

EFK M oen,LLC

904-43.88

1-1S PED

2-3B W/BP

CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM CABINET APPROX. 55"H X 44"W X 26"D, WIRED FOR 8 PHASE OPERATION)

13F1, 13F4, 13G3

SIGNAL EQUIPMENT TYPE

JENNI NGS STATI ON ROAD

SIGNAL HEAD, TYPE 1S, PEDESTRIAN

STANDARD (3-TURNS)

CARD POSITION IN RACK

904-24.01

LOOP NO.

Z:\18059 CDG

DESIGNED:

MMH DRAWN:

JAA CHECKED:

LLM

3/16/2021

SIGNAL HEAD, TYPE 4T

CONCRETE BASE TYPE

SHEET SEQUENCE:

26 OF 50

12:08:43 PM

904-01.14

MSD BASE MAP:

SIZE AND TYPE OF LOOP

DESCRI PTI ON

QUANT.

REVI SI ONS

UNIT

P-19MSD-00408

REV.DATE

DESCRIPTION

SIGNAL BASE AND EQUIPMENT SCHEDULE

ITEM NO.

INDUCTION LOOP DETECTOR SCHEDULE

APP.

TRAFFIC SIGNAL ITEMS

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\26-1604-S-TR-01-HORD-SI GNAL_TABLE.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

SIGNAL PHASING

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

Ø8 + PED. MSD:

Ø1

E.B. THRU - JENNINGS STA RD

Ø6

P-19MSD-00408 MSD BASE MAP:

W.B. - JENNINGS STA RD

13F1, 13F4, 13G3

Ø2 + PED.

SCALE: 1" = 20'

W O R TLE Y

2-1c#14 w/TUBE JACKET, IN EACH OF FOUR 1" CONDUITS 1-4c#18(APS), IN POST 1-P.B. 1-1c#6(G), 1-2c#18(S), 1-5c#14, IN 2" CONDUIT 5' SIDEWALK 1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT

1 1 '

3-2c#18(S), 1-5c#14, 1-7c#14, 2-1c#6(P), 1-F.O.C., IN 4" CONDUIT

1-4c#18(APS), IN POST 1-P.B.

A DA

1 1 ' 82

1-1c#6(G), 1-2c#18(S), 1-5c#14, 1-7c#14, IN 4" CONDUIT

NEW POWER SUPPLY, 120/240V, 3KW, 3 WIRE SERVICE, W/2-1C(P), IN 2" CONDUIT, ON EX. POLE

P.R.I.M.U.S.S.E.

PULLBOX (T.B.R.) 1-1c#6(G), 1-5c#14, 3-7c#14, IN 4" CONDUIT

CONDUIT SPLICE

REMOVE EXIST. 1-F.O.C. ADD 1-F.O.C.

2-1c#6(P), IN 2" CONDUIT

(36 FIBERS), 2-2c#18(S), IN EXIST. CONDUIT L. C. S. T. 7

R Y Y

ST.R/W EXI

(T.B.R.)

SIGNAL (T.B.R.)

R Y G

1-P.B.

6' SIDEWALK

24' 1

2-1c#14 W/TUBE JACKET, IN

TRA N SPO RTA TIO N

R Y 6

ST.R/W EXI

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.) 1-1c#6(G), 4-7c#14, IN 4" CONDUIT CONTROLLER 1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT 11-2c#18(S), 4-5c#14, 11-7c#14, 2-1c#6(P), 2-F.O.C., IN TWO 4" CONDUITS 2-1c#14 w/TUBE JACKET, IN EACH OF TWO 1" CONDUITS

1-1c#6(G), 1-5c#14, 3-7c#14, 1-4c#18(APS) IN 4" CONDUIT

11-2c#18(S), 4-5c#14, 7-7c#14, 2-1c#6(P), 2-F.O.C., IN 4" CONDUIT

TRAFFIC SIGNAL PRECONSTRUCTION NOTE:

INSTALL NEW PULL BOXES TO INTERCEPT EXIST. CONDUIT WHERE DIRECTED BY THE ENGINEER.

UNLESS NOTED OTHERWISE, ALL TRAFFIC SIGNAL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, "DIVISION 900, SECTION 904 - ST.LOUIS COUNTY TRAFFIC SIGNALS": AND WITH "ST.LOUIS COUNTY STANDARD DRAWINGS - TRAFFIC SIGNAL DETAILS". THE CONTRACTOR SHALL HAVE SAID REFERENCES ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT. THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE SIGNALS PLANS WERE APPROVED. THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE THEIR SET OF DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED.

I NTERSECTI ON DETAI LS

EACH OF TWO 1" CONDUITS

Z:\18059 CDG

PU BLIC W O RK S

R Y G

10'

PULLBOX (T.B.R.)

11'

R Y G

6'x6'

R Y

SHEET

ROAD

F. 314 394 3199

ON NGS STATI ENNI J

34+00

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

PULLBOX

33+50

T. 314 394 3133

R Y G

10'

SIGNAL (T.B.R.)

33+00

31+00

St .Loui s,M i ssour i63021

R Y G

22' 6'x20'

R Y G

TO S TO P L I N E

DATE:

3/16/2021

11'

6'x6'

IN SAWED SLOT (TYP.)

6'x20'

A PPRO X 3 1 5 '

34'

30+50

30+00

10'

11'

29+00

R Y Y

26+50

10'

2-1c#6(P), 2-F.O.C., IN 4" CONDUIT

26+00

11'

9-2c#18(S), 3-5c#14, 4-7c#14,

6'x6'

E N I P L TO TO S

13523 Bar r et tPkwy,Sui t e 250

(T.B.R.)

CONDUIT SPLICE

' 0 3 X 3 PPRO A

Ci vi lEngi neeri ng Desi gn

CONTROLLER

10.5'

R Y G

3 0 '

( NORTH)RESURFACI NG

R 2

(T.B.R.)

6'x6'

IN SAWED SLOT (TYP.)

EFK M oen,LLC

PULLBOX (T.B.R.)

2-1c#14 w/TUBE JACKET,

JENNI NGS STATI ON ROAD

PULLBOX

10.5'

SIGNAL (T.B.R.) 2

2-1c#14 w/TUBE JACKET,

5' SIDEWALK

ST.R/W EXI

10'

CONDUIT

2" CONDUIT

EACH OF TWO 1" CONDUITS

T.S.C.L.

2-2c#18(S), IN EXIST. 2-2c#18(S), IN

R 30'

T.S.C.L.

ADD 1-F.O.C. (36 FIBERS),

2-1c#14 W/TUBE JACKET, IN

6' x20'

REMOVE EXIST. 1-F.O.C.

2-2c#18(S), 1-F.O.C. IN 2" CONDIUT 5' SIDEWALK

TO CONTROLLER AT HORD AVE. SIGNAL (T.B.R.)

TO CONTROLLER AT HALLS FERRY RD.

6' x20'

1-P.B.

DESCRI PTI ON

PULLBOX (T.B.R.)

WITH FOUR OVERLAPS AND FOUR CONCURRENT

SCALE IN FEET

REVI SI ONS

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

WIRED WITH HARNESSES FOR 8-PHASE OPERATION PEDESTRIAN PHASES.

REV.DATE

THE CONTROLLER BACK PANEL SHALL BE COMPLETELY

THE CONTROLLER SHALL BE NEMA CONFIGURATION.

APP.

AVE

W/PED. NORTH SIDE

DESIGNED:

MMH DRAWN:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITIES HAVING OVERHEAD OR UNDERGROUND FACILITIES IN CLOSE PROXIMITY OR POSSIBLE CONFLICT WITH THE CONTRACTOR'S EXCAVATIONS AND UNDERGROUND CONDUIT AND CABLE INSTALLATION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND MAINTAINING AGENCIES 72 HOURS IN ADVANCE OF COMMENCING WORK. HAND DIGGING WILL BE REQUIRED IN ALL AREAS WHERE THE UTILITIES STAKE OR LOCATE A POSSIBLE CONFLICT. HAND DIGGING OF SIGNAL EQUIPMENT IS REQUIRED WHERE CONDUIT IS DEPICTED ON THE PLANS. THE EXACT LOCATION OF UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR, WHEN NECESSARY, DURING CONSTRUCTION. ALL PEDESTRIAN INDICATIONS SHALL BE COUNTDOWN TYPE & ALL PEDESTRIAN PUSH BUTTONS SHALL BE INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS.

JAA CHECKED:

LLM

3/16/2021

E.B. LEFT - JENNINGS STA RD

SHEET SEQUENCE:

27 OF 50

W/PED. WEST SIDE

12:08:44

S.B. - ADA WORTLEY AVE

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\27-1604-S-TR-02-ADA W ORTLEY-SI GNAL_PLAN.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18 MSD:

904-02.13

SIGNAL HEAD, TYPE 3S

904-05.43

SIGNAL HEAD, TYPE 3B, TERMINAL COMPARTMENT, AND ASTRO BRACKET MOUNTING

904-05.44

SIGNAL HEAD, TYPE 4B, TERMINAL COMPARTMENT, AND ASTRO BRACKET MOUNTING

904-24.01

SIGNAL HEAD, TYPE 1S, PEDESTRIAN

904-27.15

POST, SIGNAL, W/SQ. PEDESTAL BASE, 15'TOTAL HEIGHT, ALUMINUM

904-28.07

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' MAXIMUM TOTAL HEIGHT, ALUMINUM

904-28.10

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10'TOTAL HEIGHT, ALUMINUM

904-32.22

19' POLE, W/22' MAST ARM, STEEL

904-32.24

19' POLE, W/24' MAST ARM, STEEL

904-32.34

19' POLE, W/34' MAST ARM, STEEL

CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM CABINET

LOOP NO.

STANDARD (3-TURNS)

QUADRUPOLE (2-4-2)

BASE NO. CARD POSITION IN RACK

CHANNEL USED

(2) 6'X20'

TYPE 2 W/BATTERY BACKUP

904-49.22

DETECTOR, PEDESTRIAN PUSH BUTTON, APS, FREEZEPROOF

904-49.35

DETECTOR, VEHICLE INDUCTION LOOP, CARD RACK MTG., 2 CHANNEL,

1-1S PED

1-PUSH BUTTON

P-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' MAX. TOTAL HEIGHT, ALUMINUM

B 2

STEEL 19' SIGNAL POLE W/24' MAST ARM

APPROX. 55"H X 44"W X 26"D, WIRED FOR 8 PHASE OPERATION)

6'x6'

B-6

STEEL 19' SIGNAL POLE W/22' MAST ARM

1-3S W/BP

1-1S PED

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10' TOTAL HEIGHT, ALUMINUM

1-PUSH BUTTON

P-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' TOTAL HEIGHT, ALUMINUM

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE, 15' TOTAL HEIGHT, ALUMINUM

A 2A

W/DELAY AND EXTENSION TIMING AND RELAY OUTPUTS 904-51.00

CONDUIT, 1"

L.F.

904-52.00

CONDUIT, 2"

L.F.

210

904-54.00

CONDUIT, 4"

L.F.

270

6'x6'

(DOES NOT INCLUDE SIDEWALK OR PAVEMENT REMOVAL AND REPLACEMENT) 904-82.06

CABLE, POWER, #6 GAUGE, 1 CONDUCTOR

L.F.

680

904-83.05

CABLE, SIGNAL, #14 GAUGE, 5 CONDUCTOR

L.F.

710

904-83.07

CABLE, SIGNAL, #14 GAUGE, 7 CONDUCTOR

L.F.

1410

904-84.00

WIRE, STRANDED GROUND, #6 GAUGE

L.F.

140

L.F.

190

L.F.

1950

L.F.

3350

L.F.

100

1-4B W/BP

3, 4, 5, 7

904-88.01

PULL BOX, SINGLE, CONCRETE

904-88.02

PULL BOX, DOUBLE, CONCRETE

904-89.17

PREFORMED PULL BOX (17"WX30"LX26" MIN. H), REINFORCED POLYMER CONCRETE

ALUMINUM CABINET ---

APPROX. 55"HX44"WX26"D

W/1' CONCRETE APRON 904-91.00

PAD, CONTROLLER, CONCRETE

904-91.43

BASE, TYPE P-3, CONCRETE

904-91.56

BASE, TYPE B-6, CONCRETE

904-91.57

BASE, TYPE B-7, CONCRETE

904-91.73

BASE, TYPE C-3, CONCRETE

904-91.88

BASE, TYPE D-8PH, CONCRETE

904-93.10

TEMPORARY SIGNAL INSTALLATION

904-95.20

REMOVAL OF CONCRETE SINGLE PULL BOX

904-95.30

REMOVAL OF PREFORMED PULL BOX

904-96.20

REMOVAL OF CONCRETE BASE

904-96.21

REMOVAL OF CONCRETE CONTROLLER BASE

904-97.20

REMOVAL OF SIGNAL EQUIPMENT (INTERSECTION)

3/16/2021

CONTROLLER GROUND MOUNT D-PH8 W/ CONCRETE PAD

PULL BOX SCHEDULE BOX TYPE BOX NUMBER CONCRETE

PREFORMED

PREFORMED W/CONC. APRON

SINGLE

DOUBLE

17"W X 30"L X MIN 26" H.

JENNI NGS STATI ON ROAD

* SEE F.O.C. SCHEDULE ON SHEET 31

Z:\18059 CDG

DATE:

POWER SUPPLY ASSEMBLY, ON WOOD UTILITY POLE, 120/240 VOLT

PREFORMED PULL BOX (17"WX30"LX26" MIN. H), REINFORCED POLYMER CONCRETE

1-3S W/BP

CARDS PROVIDED FOR FUTURE USE

OPEN SLOTS IN CARD RACK

904-86.01

904-90.17

STEEL 19' SIGNAL POLE W/34' MAST ARM

B-7

PU BLIC W O RK S

(30 SINGLE-MODE AND 6 MULTI-MODE)

AND ADA W ORTLEY AVENUE

CABLE, COMMUNICATION, FIBER OPTIC, 36 FIBERS

2-3B W/BP

F. 314 394 3199

CABLE, COMMUNICATION, #18 GAUGE, 4 CONDUCTOR (APS)

1-PUSH BUTTON

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

2 CONDUCTOR (SHIELDED)

1-4T W/BP

TRA N SPO RTA TIO N

CABLE, PUSH BUTTON AND/OR DETECTOR LOOP LEAD-IN, #18 GAUGE,

T. 314 394 3133

904-85.36

(IN SAWED SLOT)

St .Loui s,M i ssour i63021

904-85.34

CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/TUBE JACKET

13523 Bar r et tPkwy,Sui t e 250

904-85.18

(IN CONDUIT AND PULL BOXES)

6'x6'

Ci vi lEngi neeri ng Desi gn

904-85.06

CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/TUBE JACKET

1-1S PED

( NORTH)RESURFACI NG

904-85.05

1-PUSH BUTTON

EFK M oen,LLC

REPAIR/REPLACE CONDUIT, REINSTALL CABLE, BACKFILL AND RESTORE)

6'x6'

2B 61

CONDUIT REPAIR (LOCATE BROKEN CONDUIT, EXCAVATE, REMOVE EXISTING CABLE, 904-74.99

1-1S PED

JENNI NGS STATI ON ROAD

W/INTERNAL FIBER OPTIC MODEM AND TERMINATION HOUSING, TS2,

B-6

2-3B W/BP

13F1, 13F4, 13G3

SIGNAL EQUIPMENT TYPE

3-3B W/BP

1 11

MAST ARM OR POST TYPE

DESCRI PTI ON

REVI SI ONS

SIGNAL HEAD, TYPE 4T

CONCRETE BASE TYPE

APP.

904-01.14

MSD BASE MAP:

SIZE AND TYPE OF LOOP

QUANT.

REV.DATE

UNIT

DESCRIPTION

P-19MSD-00408

DESIGNED:

MMH DRAWN:

JAA CHECKED:

LLM

3/16/2021

INDUCTION LOOP DETECTOR SCHEDULE

ITEM NO.

904-43.88

SIGNAL BASE AND EQUIPMENT SCHEDULE

SHEET SEQUENCE:

28 OF 50

12:08:45 PM

TRAFFIC SIGNAL ITEMS

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\28-1604-S-TR-02-ADA W ORTLEY-SI GNAL_TABLE.dgn

COUNTY PROJECT NO.

EXIST. 2-1c#14 w/TUBE JACKET, IN EACH OF TWO 1" CONDUITS (U.I.P.)

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

PULL BOX (U.I.P.)

6607D-18 6'x6'

H A LL S FE R R Y

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

WIRED WITH HARNESSES FOR 8-PHASE OPERATION WITH FOUR OVERLAPS AND FOUR CONCURRENT

2-1c#14 w/TUBE JACKET, IN EACH OF SIX 1" CONDUITS

PEDESTRIAN PHASES. 1-c#6(G), 1-2c#18(S), 1-4c#18(APS) IN 2" CONDUIT

11'

10'

11'

1-1c#6(G), 1-2c#18(S), 1-5c#14, 4-7c#14, 1-4c#18(APS), IN 4" CONDUIT PULLBOX (T.B.R.)

REMOVE EXIST. 1-F.O.C. ADD 1-F.O.C. (36 FIBERS)

CONDUIT SPLICE

IN EXIST. CONDUIT TO

6' x20'

CONTROLLER (T.B.R.) 1-1c#6(G), 2-1c#6(P), 28-2c#18(S), 6-5c#14, 16-7c#14, 1-4PR#24(S), 2-F.O.C., IN TWO 4" CONDUITS

PULLBOX (U.I.P.)

4' SIDEWALK (U.I.P.)

1-P.B., 1-4c#18(APS) IN POLE SIGNAL (T.B.R. FULL DEPTH) 1-1c#6(G), 1-2c#18(S), 1-5c#14, 4-7c#14, IN 4" CONDUIT 2-1c#14 w/TUBE JACKET, IN EACH OF SIX 1" CONDUITS 1-1c#6(G), 1-2c#18(S), 1-5c#14, IN 2" CONDUIT

60 '

6' x20'

IN EXIST. CONDUIT

28'

10'

7 ' 9

R Y G

1-P.B.

R Y

6'x20'

Y Y R Y G

1-4c#18(APS)

R Y Y

139+00

~305' TO

6'x20'

6'x6'

JACKET IN SAWED SLOT 44

(TYP.) (U.I.P.)

46+00

6'x20'

R Y G

0' 1 SIGNAL (T.B.R.)

R Y G

PULLBOX (T.B.R.) 2 2

28'

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

10'

LP (T.B.R.&R.B.O.)

STOP LINE

1-P.B.

~304' TO

R Y G

P. R 2'TY

R Y Y

6'x20'

R Y

R Y G

10'

R 25'

PULLBOX (T.B.R.) 6'x6'

ON NGS STATI ENNI J

10'

32'

1-P.B. 6'x6'

DATE:

3/16/2021

STOP LINE

10'

45+00

TWO 1" CONDUITS (U.I.P.)

6'x6'

EXIST. 2-1c#14 w/TUBE

1-P.B.,

10'

44+00

6'x20'

PULLBOX (T.B.R.)

R Y Y

10'

41+00

6'x20'

EXIST. 2-1c#14 w/TUBE JACKET, IN EACH OF

IN POLE 31

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

R Y G

30'

PULL BOX (U.I.P.) 1

10'

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

EXIST. R/W

11'

SIGNAL (T.B.R.)

12-2c#18(S), 3-5c#14, 8-7c#14, 1-4PR#24(S), IN 4" CONDUIT

EXIST. R/W

PULLBOX (T.B.R.) 1-4c#18(APS) IN POLE, 1-P.B.

R Y G

R Y Y

1-4PR#24(S), IN TWO 4" CONDUITS

ADD 2-2c#18(S)

IN EXIST. CONDUIT

CONDUIT SPLICE

R 4

R 2'TY P.

24-2c#18(S), 6-5c#14, 16-7c#14,

ADD 2-2c#18(S)

5' SIDEWALK

4' SIDEWALK (U.I.P.)

IN EXIST. CONDUIT 2-1c#6(P), 2-2c#18(S), 1-F.O.C., IN 2" CONDUIT

2-2c#18(S), IN 2" CONDIUT

ADD 2-2c#18(S), 1-F.O.C.,

6' x20'

NEW POWER SUPPLY

6' x20'

EXIST. UTILITY POLE (U.I.P.)

ST.R/W EXI

ADD 2-2c#18(S)

P.R.I.M.U.S.S.E.

CONCRETE

IN EXIST. CONDUIT

IN 4" CONDUIT

5' SIDEWALK (U.I.P.)

ADD 2-2c#18(S), 1-F.O.C.,

ST.R/W EXI

6' x20'

2-2c#18(S), 1-F.O.C., IN 2" CONDIUT

6' x20'

PULLBOX (T.B.R.)

CONTROLLER AT ADA WORTLEY AVE.

7-2c#18(S), 2-5c#14, 4-7c#14,

SIGNAL (T.B.R. FULL DEPTH)

Z:\18059 CDG

THE CONTROLLER BACK PANEL SHALL BE COMPLETELY

F. 314 394 3199

6' SIDEWALK THE CONTROLLER SHALL BE NEMA CONFIGURATION.

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

W/PED. SOUTH SIDE

SCALE: 1" = 20'

T. 314 394 3133

P.R.I.M.U.S.S.E.

SCALE IN FEET

Ci vi lEngi neeri ng Desi gn

Ø8 + PED.

PULL BOX (U.I.P.)

5' SIDEWALK (U.I.P.) ADD 2-2c#18(S), IN EXIST. CONDUIT

E.B. THRU - JENNINGS STA RD

( NORTH)RESURFACI NG

Ø3

REVI SI ONS

E.B. LEFT - JENNINGS STA RD

Ø4 + PED.

REV.DATE

W.B. THRU - JENNINGS STA RD W/PED. NORTH SIDE

Ø7

13F1, 13F4, 13G3

W.B. LEFT - JENNINGS STA RD

MSD BASE MAP:

DESCRI PTI ON

Ø2 + PED.

W/PED. EAST SIDE

NE STOP LI

ADD 2-2c#18(S), IN EXIST. CONDUIT

N.B. THRU - HALLS FERRY RD

L I MI TS OF NEW ASPHAL T

P-19MSD-00408

EFK M oen,LLC

Ø5

MSD:

0 '

N.B. LEFT - HALLS FERRY RD

00 33+

IN SAWED SLOT (TYP.) (U.I.P.)

~315'TO

ST.R/W EXI

EXIST. 2-1c#14 w/TUBE JACKET

JENNI NGS STATI ON ROAD

W/PED. WEST SIDE

APP.

6'x6'

Ø6 + PED.

ST.R/W EXI

S.B. THRU - HALLS FERRY RD

St .Loui s,M i ssour i63021

Ø1

AR-1604

13523 Bar r et tPkwy,Sui t e 250

S.B. LEFT - HALLS FERRY RD

FERRY-SI GNAL_PLAN.dgn

SIGNAL PHASING

COUNTY PROJECT NO.

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\29-1604-S-TR-03-HALLS

CONCRETE MEDI AN

TO CONTROLLER AT COZENS AVE

3 2a

2-1c#14 w/TUBE JACKET,

1-c#6(G), 1-2c#18(S), 1-5c#14, IN 2" CONDUIT 2-1c#14 w/TUBE JACKET, IN EACH OF SIX 1" CONDUITS CONDUIT SPLICE

IN EACH OF SIX 1" CONDUITS

1-P.B., 1-4c#18(APS) IN POLE

1-c#6(G), 1-2c#18(S), 1-4c#18(APS) IN 2" CONDUIT

1-1c#6(G), 1-2c#18(S), 1-5c#14, 4-7c#14, 1-4c#18(APS), 1-4PR#24(S), IN 4" CONDUIT PTZ CAMERA

6' x20'

EACH OF TWO 1" CONDUITS

6' x20'

2-1c#14 w/TUBE JACKET, IN

' 65

P.R.I.M.U.S.S.E.

PU BLIC W O RK S

MANHOLE (A.T.G.)

EXIST. R/W

1-1c#6(G), 1-2c#18(S), 1-5c#14, 4-7c#14, IN 4" CONDUIT

6' x20'

6' SIDEWALK

IN SAWED SLOT (TYP.)

6' x20'

2-1c#14 w/TUBE JACKET

6' x20'

5' SIDEWALK (U.I.P.) PULL BOX (A.T.G.)

EXIST. R/W

5' SIDEWALK

6' x20'

ST.R/W EXI

TRA N SPO RTA TIO N

4' SIDEWALK (U.I.P.)

ST.R/W EXI

1-4c#18(APS) IN POLE, 1-P.B.

11'

4' SIDEWALK (U.I.P.) SPLICE EXISTING LOOP LEADS TO NEW ADD 2-2c#18(S), IN EXIST. CONDUIT

LOOP LEAD-INS AS DIRECTED BY THE

7-2c#18(S), 2-5c#14, 4-7c#14,

ENGINEER

IN 4" CONDUIT

NOTES: EXI ST.R/W

ADD 2-2c#18(S), IN EXIST. CONDUIT

EACH OF TWO 1" CONDUITS (U.I.P.)

6'x6'

N\F

PULL BOX (U.I.P.) 6'x6'

EXIST. 2-1c#14 w/TUBE JACKET IN SAWED SLOT (TYP.) (U.I.P.) 24

ALL PEDESTRIAN INDICATIONS SHALL BE COUNTDOWN TYPE & ALL PEDESTRIAN PUSH BUTTONS SHALL BE INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS.

MMH DRAWN:

JAA CHECKED:

LLM

3/16/2021

EXIST. 2-1c#14 w/TUBE JACKET, IN

SHEET SEQUENCE:

29 OF 50

12:08:46 PM

STO P LI NE

~350'TO

DESIGNED:

TT&T PROPERTI ES 9262 HALLS FERRY ROAD DB 17956 PG 1029 LOC# 13F510909

EXI ST.R/W

TRAFFIC SIGNAL PRECONSTRUCTION NOTE:

THE EXISTENCE AND APPROXIMATE LOCATION OF UTILITY FACILITIES KNOWN TO EXIST, AS SHOWN ON THE PLANS, ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE COUNTY AT THIS TIME. THIS INFORMATION IS PROVIDED BY THE COUNTY "AS-IS" AND THE COUNTY EXPRESSLY DISCLAIMS ANY REPRESENTATION OR WARRANTY AS TO THE COMPLETENESS, ACCURACY, OR SUITABILITY OF THE INFORMATION FOR ANY USE. RELIANCE UPON THIS INFORMATION IS DONE AT THE RISK AND PERIL OF THE USER, AND THE COUNTY SHALL NOT BE LIABLE FOR ANY DAMAGES THAT MAY ARISE FROM ANY ERROR IN THE INFORMATION.

SHEET

I NTERSECTI ON DETAI LS

2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18 MSD:

904-05.43

SIGNAL HEAD, TYPE 3B, TERMINAL COMPARTMENT, AND ASTRO BRACKET MOUNTING

904-05.44

SIGNAL HEAD, TYPE 4B, TERMINAL COMPARTMENT, AND ASTRO BRACKET MOUNTING

904-24.01

SIGNAL HEAD, TYPE 1S, PEDESTRIAN

19' POLE, W/28' MAST ARM, STEEL

904-32.30

19' POLE, W/30' MAST ARM, STEEL

904-32.32

19' POLE, W/32' MAST ARM, STEEL

(2) 6'X20'

1-1S PED 1-4B W/BP 1-PUSH BUTTON

HARDWARE AND POST CAP 904-32.28

STEEL 19' SIGNAL POLE W/28' MAST ARM

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10' TOTAL HEIGHT, ALUMINUM

1-1S PED 1-PUSH BUTTON

2-3B W/BP, 1-4S W/BP CONTROLLER, FULLY ACTUATED, (8 PHASE TIMER, IN ALUMINUM CABINET EA

(2) 6'X20'

SOFTWARE LICENSE, PTZ CAMERA

1-1S PED 1-PUSH BUTTON

2-3B W/BP, 1-4S W/BP

SWITCH, AND MISC. CABLES) 904-49.52

C-3

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10' TOTAL HEIGHT, ALUMINUM

(2) 6'X20'

B-6

STEEL 19' SIGNAL POLE W/28' MAST ARM

2-1S PED, 1-PTZ CAMERA 1-4B W/BP 1-PUSH BUTTON

904-51.00

CONDUIT, 1"

L.F.

200

904-52.00

CONDUIT, 2"

L.F.

904-54.00

CONDUIT, 4"

L.F.

390

904-74.99

CONDUIT REPAIR (LOCATE BROKEN CONDUIT, EXCAVATE, REMOVE EXISTING CABLE, EA

REPAIR/REPLACE CONDUIT, REINSTALL CABLE, BACKFILL AND RESTORE)

(2) 6'X20'

A 3a

(2) 6'X20'

P-3

2-3B W/BP, 1-4S W/BP

(DOES NOT INCLUDE SIDEWALK OR PAVEMENT REMOVAL AND REPLACEMENT) 904-82.06

CABLE, POWER, #6 GAUGE, 1 CONDUCTOR

L.F.

170

904-83.05

CABLE, SIGNAL, #14 GAUGE, 5 CONDUCTOR

L.F.

1320

904-83.07

CABLE, SIGNAL, #14 GAUGE, 7 CONDUCTOR

L.F.

3170

904-84.00

WIRE, STRANDED GROUND, #6 GAUGE

L.F.

150

L.F.

580

L.F.

6620

L.F.

8270

L.F.

140

904-85.05

904-85.06

904-85.18 904-85.34 904-85.36

CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/TUBE JACKET (IN CONDUIT AND PULL BOXES) CABLE, DETECTOR LOOP, #14 GAUGE, 1 CONDUCTOR, W/TUBE JACKET (IN SAWED SLOT) CABLE, PUSH BUTTON AND/OR DETECTOR LOOP LEAD-IN, #18 GAUGE, 2 CONDUCTOR (SHIELDED) CABLE, COMMUNICATION, #18 GAUGE, 4 CONDUCTOR (APS) CABLE, COMMUNICATION, FIBER OPTIC, 36 FIBERS (30 SINGLE-MODE AND 6 MULTI-MODE)

(2) 6'X20'

B-7

(2) 6'X20'

STEEL 19' SIGNAL POLE W/30' MAST ARM

2-1S PED 1-4B W/BP 1-PUSH BUTTON

P-3

1-PUSH BUTTON POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' MAXIMUM HEIGHT, ALUMINUM DATE:

CABLE, COMMUNICATION, POWER, PTZ CAMERA, #24 GAUGE, 4 PAIR (SHIELDED)

L.F.

200

904-86.01

POWER SUPPLY ASSEMBLY, ON WOOD UTILITY POLE, 120/240 VOLT

904-88.01

PULL BOX, SINGLE, CONCRETE

904-88.02

PULL BOX, DOUBLE, CONCRETE

904-91.00

PAD, CONTROLLER, CONCRETE

904-91.43

BASE, TYPE P-3, CONCRETE

904-91.56

BASE, TYPE B-6, CONCRETE

904-91.57

BASE, TYPE B-7, CONCRETE

904-91.73

BASE, TYPE C-3, CONCRETE

904-91.88

BASE, TYPE D-8PH, CONCRETE

904-93.10

TEMPORARY SIGNAL INSTALLATION

904-95.20

REMOVAL OF CONCRETE SINGLE PULL BOX

904-95.30

REMOVAL OF PREFORMED PULL BOX

904-95.31

ADJUSTMENT OF PREFORMED PULL BOX

904-96.16

REMOVAL OF CONCRETE BASE, TYPE A, B, F, (FULL DEPTH, UNDER 3.0 CUBIC YARDS)

904-96.20

REMOVAL OF CONCRETE BASE

904-96.21

REMOVAL OF CONCRETE CONTROLLER BASE

904-97.20

REMOVAL OF SIGNAL EQUIPMENT (INTERSECTION)

904-99.09

FIBER-OPTIC TERMINATION

904-99.10

FIBER-OPTIC FUSION SPLICE

3/16/2021

CONTROLLER GROUND MOUNT

904-85.81

* SEE F.O.C. SCHEDULE ON SHEET 31

4 62

1-PUSH BUTTON POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7' MAXIMUM HEIGHT, ALUMINUM

(2) 6'X20'

6'X6'

ALUMINUM CABINET

D-PH8

---

APPROX. 55"HX44"WX26"D

PULL BOX SCHEDULE 43

6'X6'

BOX TYPE BOX NUMBER

6'X6'

CARDS PROVIDED FOR FUTURE USE

CONCRETE

PREFORMED

PREFORMED W/CONC. APRON

SINGLE

DOUBLE

Z:\18059 CDG

CAMERA SYSTEM (CAMERA W/BRACKET, MANAGED ETHERNET

A 2a

PAN TILT ZOOM (PTZ) INTERNET PROTOCOL VIDEO SURVEILLANCE

PU BLIC W O RK S

904-49.51

(2) 6'X20'

AND HALLS FERRY ROAD

W/DELAY AND EXTENSION TIMING AND RELAY OUTPUTS

JENNI NGS STATI ON ROAD

DETECTOR, VEHICLE INDUCTION LOOP, CARD RACK MTG., 2 CHANNEL,

31 EA

F. 314 394 3199

904-49.35

1-4B W/BP

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

DETECTOR, PEDESTRIAN PUSH BUTTON, APS, FREEZEPROOF

1-1S PED

1-PUSH BUTTON

TYPE 2 W/BATTERY BACKUP 904-49.22

STEEL 19' SIGNAL POLE W/32' MAST ARM

TRA N SPO RTA TIO N

W/INTERNAL FIBER OPTIC MODEM AND TERMINATION HOUSING, TS2,

B-7

T. 314 394 3133

904-43.88

APPROX. 55"H X 44"W X 26"D, WIRED FOR 8 PHASE OPERATION)

St .Loui s,M i ssour i63021

POST, EXTENSION, 4-1/2" O.D. X 14', ALUMINUM, W/MOUNTING

B-6

13523 Bar r et tPkwy,Sui t e 250

904-29.14

(2) 6'X20'

13F1, 13F4, 13G3

SIGNAL EQUIPMENT TYPE

2-3B W/BP, 1-4S W/BP

1 11

MAST ARM OR POST TYPE

Ci vi lEngi neeri ng Desi gn

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 10'TOTAL HEIGHT, ALUMINUM

BASE NO.

( NORTH)RESURFACI NG

904-28.10

QUADRUPOLE (2-4-2)

CHANNEL USED

EFK M oen,LLC

POST, SIGNAL, W/SQ. PEDESTAL BASE AND POST CAP, 7'MAXIMUM HEIGHT, ALUMINUM

STANDARD (3-TURNS)

CARD POSITION IN RACK

JENNI NGS STATI ON ROAD

904-28.07

LOOP NO.

OPEN SLOTS IN CARD RACK DESIGNED:

MMH DRAWN:

JAA CHECKED:

LLM

3/16/2021

SHEET SEQUENCE:

30 OF 50

12:08:46 PM

SIGNAL HEAD, TYPE 4S

CONCRETE BASE TYPE

DESCRI PTI ON

904-02.14

MSD BASE MAP:

SIZE AND TYPE OF LOOP

REVI SI ONS

QUANT.

APP.

UNIT

P-19MSD-00408

DESCRIPTION

SIGNAL BASE AND EQUIPMENT SCHEDULE

REV.DATE

ITEM NO.

INDUCTION LOOP DETECTOR SCHEDULE

TRAFFIC SIGNAL ITEMS

FERRY-SI GNAL_TABLE.dgn

AR-1604

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\30-1604-S-TR-03-HALLS

COUNTY PROJECT NO.

AR-1604

THIS DRAWING IS NOT TO SCALE. DO NOT SCALE THIS DRAWING FOR DETERMINING DIMENSIONS OR QUANTITIES. REFER TO TABLES AND SCHEDULES.

FEDERAL PROJECT NO.

NOTES:

STP-5608(606)

THE EXISTENCE AND APPROXIMATE LOCATION OF UTILITY FACILITIES KNOWN TO

E-W GATEWAY TIP NO.

EXIST, AS SHOWN ON THE PLANS, ARE BASED ON THE BEST INFORMATION

6607D-18

AVAILABLE TO THE COUNTY AT THIS TIME. THIS INFORMATION IS PROVIDED BY

FIBER OPTIC CABLE SCHEDULE

MSD:

THE COUNTY "AS-IS" AND THE COUNTY EXPRESSLY DISCLAIMS ANY

P-19MSD-00408

REPRESENTATION OR WARRANTY AS TO THE COMPLETENESS, ACCURACY, OR L.F.

SUITABILITY OF THE INFORMATION FOR ANY USE. RELIANCE UPON THIS

MSD BASE MAP:

INFORMATION IS DONE AT THE RISK AND PERIL OF THE USER, AND THE COUNTY HORD AVE.

ADA WORTLEY DR.

2,500

SHALL NOT BE LIABLE FOR ANY DAMAGES THAT MAY ARISE FROM ANY ERROR IN

ADA WORTLEY DR.

HALLS FERRY RD.

1,750

THE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITIES

EXISTING INTERCONNECT CONDUIT UNDER SIDEWALK SHALL BE USED IN PLACE CABLE, COMMUNICATION, FIBER OPTIC, 36 FIBERS

4,250

13F1, 13F4, 13G3

HAVING OVERHEAD OR UNDERGROUND FACILITIES IN CLOSE PROXIMITY OR

UNLES NOTED OTHERWISE.

POSSIBLE CONFLICT WITH THE CONTRACTOR'S EXCAVATIONS AND UNDERGROUND

(30 SINGLE-MODE AND 6 MULTI-MODE)

CONDUIT AND CABLE INSTALLATION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND MAINTAINING AGENCIES 72 HOURS IN ADVANCE OF COMMENCING

A PULL BOX ADJACENT TO A TRAFFIC SIGNAL CONTROLLER CABINET, OR FIBER OPTIC

IS REQUIRED WHERE CONDUIT IS DEPICTED ON THE PLANS. THE EXACT LOCATION

CABLE TERMINATION CABINET, SHALL HAVE A MINIMUM OF THIRTY (30) FEET OF

OF UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR, WHEN NECESSARY,

ADDITIONAL CABLE COILED. ALL OTHER PULL BOXES SHALL HAVE A MINIMUM OF

DURING CONSTRUCTION.

TEN (10) FEET OF ADDITIONAL CABLE COILED. ALL PEDESTRIAN INDICATIONS SHALL BE COUNTDOWN TYPE & ALL PEDESTRIAN

REV.DATE

PUSH BUTTONS SHALL BE INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS.

STAKE OR LOCATE A POSSIBLE CONFLICT. HAND DIGGING OF SIGNAL EQUIPMENT

REVI SI ONS

WORK. HAND DIGGING WILL BE REQUIRED IN ALL AREAS WHERE THE UTILITIES ADDITIONAL SLACK CABLE SHALL BE NEATLY COILED AND LEFT IN EACH PULL BOX.

DESCRI PTI ON

TO CONTROLLER AT:

APP.

FROM CONTROLLER AT:

INTERCEPT EXIST. CONDUIT & INSTALL CONDUIT SPLICE (SEE SIGNAL PLANS)

REMOVE EXIST. 1-F.O.C., ADD 1-F.O.C. (36 FIBERS)

Z:\18059 CDG

AVE

1 4 2+ 0 0

F. 314 394 3199

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

T. 314 394 3133

I NTERCONNECT SHEET

A LE

1 4 1 + 0 0

PU BLIC W O RK S

H AL

TRA N SPO RTA TIO N

DR.

1 4 0 + 0 0

CH D

ER I DG E CO L

OOD G EW W ED

46+ 00

45+ 00

44+ 00

43+ 00

AS DIRECTED BY THE ENGINEER

42+ 00

41 + 00

TERMINATE AND/OR FUSION SPLICE F.O.C.

RA N

DR.

/ '+

270 ' + /-

1 1 ' + /40+ 00

NEW CONTROLLER AND CABINET

39+ 00

38+ 00

JU D Y

1 37 + 0 0

1 38 + 0 0 37+ 00

36+ 00

35+ 00

(SEE SIGNAL PLANS)

34+ 00

1 0' + /-

65' + /33+ 00

LN .

DR.

50' + /-

32+ 00

31 + 00

30+ 00

29+ 00

28+ 00

27+ 00

400 ' + /-

1 36 + 0 0

FER

AS DIRECTED BY THE ENGINEER

235' + /-

400 ' + /-

26+ 00

25+ 00

24+ 00

23+ 00

PA R

R ED

VAL

22+ 00

21 + 00

20+ 00

1 9+ 00

1 35 + 0 0

TERMINATE AND/OR FUSION SPLICE F.O.C.

70' + /-

75' + /-

2-F.O.C. (36 FIBERS) IN NEW CONDUIT

NEW CONTROLLER AND CABINET

290' + /-

13523 Bar r et tPkwy,Sui t e 250

1 34 + 0 0

St .Loui s,M i ssour i63021

IN EXIST. CONDUIT AND PULL BOXES

Ci vi lEngi neeri ng Desi gn

REMOVE EXIST. 1-F.O.C., ADD 1-F.O.C. (36 FIBERS)

( NORTH)RESURFACI NG

(SEE SIGNAL PLANS)

EFK M oen,LLC

& INSTALL CONDUIT SPLICE

JENNI NGS STATI ON ROAD

TLE W OR

CONDUIT SPLICE (SEE SIGNAL PLANS)

400 ' + /1 8+ 00

1 7+ 00

1 6+ 00

MUR

1 5+ 00

1 4+ 00

H IL D

1 3+ 00

1 2+ 00

1 1 + 00

1 0+ 00

9+ 00

8+ 00

7+ 00

6+ 00

5+ 00

4+ 00

3+ 00

2+ 00

1 + 00

0+ 00

JENNINGS STATION ROAD

3/16/2021

INTERCEPT EXIST. CONDUIT & INSTALL

RD.

75' +/-

DATE:

A DA

400 ' + /-

DR.

400' +/-

INTERCEPT EXIST. CONDUIT

DR.

200' +/-

V EN

' + / 5

BRO

AVE

DR.

FIBER OPTIC CLOSED LOOP SYSTEM

OK F

KIENLEN AVE/JENNING STA RD

FA I RH A

OOK

AVE

EXIST. 1-F.O.C. (U.I.P.)

IE L D

AS DIRECTED BY THE ENGINEER

N ON

EN B

TERMINATE AND/OR FUSION SPLICE F.O.C.

N SH A

G RE

H OR

NEW CONTROLLER AND CABINET

IN EXIST. CONDUIT AND PULL BOXES

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\31-1604-S-TR-01-I NTERCONNECT_PLAN.dgn

COUNTY PROJECT NO.

COUNTY TRAFFIC SIGNALS": AND WITH "ST.LOUIS COUNTY STANDARD DRAWINGS - TRAFFIC SIGNAL DETAILS". THE

THE SECTION 904 SPECIFICATIONS ARE AVAILABLE AT:

NEW CONDUIT

WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDSPECIFICATIONSFORHIGHWAYCONSTRUCTION

NEW SINGLE PULL BOX

THE SECTION 904 SPECIFICATIONS IN EFFECT FOR THIS PROJECT WILL BE THOSE AVAILABLE FOR VIEWING ON THE DATE THE SIGNALS PLANS WERE APPROVED.

NEW CONTROLLER

WWW.STLOUISCO.COM/PROPERTYANDROADS/HIGHWAYPUBLICATIONSMANUALS/STANDARDDRAWINGS

EX. PULL BOX

THEIR SET OF DRAWINGS IS CURRENT. THE STANDARD DRAWINGS IN EFFECT FOR THIS PROJECT WILL BE THOSE DRAWINGS AVAILABLE FOR VIEWING ON THE DATE THE SIGNAL PLANS WERE APPROVED.

MMH DRAWN:

JAA

NEW DOUBLE PULL BOX

THE TRAFFIC SIGNAL DETAIL DRAWINGS ARE AVAILABLE AT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE STANDARD DRAWINGS ERRATA SHEET TO ENSURE

DESIGNED:

CHECKED:

LLM

3/16/2021

EX. CONDUIT

SHEET SEQUENCE:

31 OF 50

CONSTRUCTION/INSTALLATION OF THE SIGNALIZATION EQUIPMENT.

12:08:47

CONTRACTOR SHALL HAVE SAID REFERENCES ON THE JOB SITE AT ALL TIMES DURING

PUMP

FEDERAL PROJECT NO.

STP-5608(606)

(U.I.P.) SIDEWALK

R E T E N O

(U.I.P.)

RUNNING GRADE = 0.8%

BUS STOP SHELTER

(U.I.P.) SCALE IN FEET

(U.I.P.)

66 SF

VALVE

T.S.C.L.

(A.T.G.)

(U.I.P.)

WSV

SCALE: 1" = 5'

BUS STOP SIGN

28 SF

(A.T.G.)

(T.B.R.&R.B.O)

P.R.I.M.U.S.S.E.

DESCRI PTI ON

WSV

EXISTING SIDEWALK

REVI SI ONS

CURB (TYP)

WSV

APP.

(U.I.P)

P L

TYPE A VERTICAL

(U.I.P.)

T.S.C.L.

P L

EXISTING STEP

13F1, 13F4, 13G3

IRON FENCE

39 SF

P.R.I.M.U.S.S.E.

RUNNING GRADE = 1.8%

MSD BASE MAP:

109 SF

EXISTING SIDEWALK

P-19MSD-00408

RETE

T.S.C.L.

6607D-18 MSD:

C O NC

(U.I.P.)

724 SF

E-W GATEWAY TIP NO.

(U.I.P.)

WSV

1 . 5% 5. 5'

(A.T.G.)

REV.DATE

EXIST R/W 1 . 5% 4. 2'

6. 5% 1 0. 0'

7. 2% 7. 0'

GSV 13G3-216C

(A.T.G.B.O.)

MH (U.I.P.) TIE TO EXISTING WSV

52 SF

TRAFFIC PULL BOX

P.R.I.M.U.S.S.E

(A.T.G.)

CI (REPLACE LID

(A.T.G.)

AND SILL)

TYPE A VERTICAL CURB (TYP) TIE TO EXISTING

WSV (A.T.G.)

DATE:

CI (U.I.P.)

WSV

(U.I.P.) WSV

EXIST R/W

P L

SIGN

(U.I.P.)

LEGEND:

(A.T.G.)

(U.I.P.)

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

P L

4" SIDEWALK REPLACEMENT.

P L

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

P L

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2.

(U.I.P.)

NOTES: 1.

WSV

PU BLIC W O RK S

F. 314 781 9075

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

DETAI LA

13F4-010D

DETAI L SHEETS

(U.I.P.)

( NORTH)ARS RESURFACI NG

WSV

JENNI NGS STATI ON ROAD

(A.T.G.)

GSV

T. 314 781 7770

TRA N SPO RTA TIO N

7+ 00

6+ 00 MH

6" ST IP (MAP)

St .Loui s,M i ssour i63139

JENNINGS STATION ROAD

One Cam pbel lPl aza

3/17/2021

DESIGNED:

K. OSHAUGHNESSY

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK. 3.

DRAWN:

6" SIDEWALK REPLACEMENT.

K. OSHAUGHNESSY

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

CHECKED:

WITH THESE PROVISIONS. 4.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

S. HILDERBRAND

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

SHEET SEQUENCE:

32 OF 50

DETAIL "A"

17-MAR-2021

VALVE

07:57

NG T PARKI ASPHAL

AR-1604

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\032-1604-S-RD-05-RDW Y_Detai lA.dgn

COUNTY PROJECT NO.

AR-1604

NOTES:

FEDERAL PROJECT NO.

STP-5608(606)

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2.

JENNINGS STATION ROAD

6607D-18

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

SIGNAL (T.B.R.) TRUNCATED DOMES.

SIGNAL (T.B.R.)

SCALE IN FEET

6' WIDE

5' WIDE

SCALE: 1" = 5'

RAMP &

RAMP

SIDEWALK

LANDING

13F4-003C GSV

MH (A.T.G.)

GSV

(A.T.G.B.O.)

(A.T.G.B.O.) SIGNAL (T.B.R.)

TIE TO EXISTING UP (U.I.P)

1.5% 6.0'

8. 3% ( MAX) 7. 0'

6" ST IP (MAP)

13F4-007C

13F4-006D

MH (A.T.G.)

CI (U.I.P.)

UP PULLBOX (T.B.R.)

(U.I.P.)

REV.DATE

MATCH

POSITIVE DRAINAGE.

3% 8. X) MA ( 0' 4.

EXIST R/W

WSV REMOVE EXCESS

SIGN

(U.I.P.)

WSV

(A.T.G.)

(U.I.P.)

(A.T.G.)

PULLBOX (T.B.R.)

CONCRETE 171 SF

TYPE A VERTICAL CURB

T.S.C.L.

(TYP)

DESCRI PTI ON

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

13F1, 13F4, 13G3

GSV

AT&T PULLBOX

(A.T.G.B.O.)

(A.T.G.)

MSD BASE MAP:

REVI SI ONS

WITH THESE PROVISIONS.

P-19MSD-00408

APP.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

MSD:

8+77

REQUIRE MODIFICATIONS TO FORMWORK.

(DETAIL

6" SIDEWALK REPLACEMENT.

E-W GATEWAY TIP NO.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

8+ 00

4" SIDEWALK REPLACEMENT.

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

362 SF P.R.I.M.U.S.S.E.

DETAIL "B"

EXISTING SIDEWALK 8' SHRUB

STEPS & HANDRAIL

(U.I.P.)

(T.B.R.&R.)

DATE:

3/17/2021

AT&T PULLBOX LANDSCAPE (U.I.P.) 13F4-001D TIE TO EXISTING

P L

TIE TO

CI (A.T.G.)

8. 3% ( MAX) 5. 0'

1.5% 7.0'

EXIST R/W

RAMP

(U.I.P.)

3% 8. X) MA ( 2' 6.

WSV

5% . 1 0' 6.

SCALE: 1" = 5'

288 SF T.S.C.L.

TIE TO EXISTING

(A.T.G.) 13F4-004C MH (A.T.G.)

6' WIDE

5' WIDE RAMP LANDING 6' WIDE RAMP

RAMP &

GSV

SIDEWALK

49.26' (A.T.G.B.O.)

PULLBOX (T.B.R.)

& SIDEWALK

PULLBOX (T.B.R.)

SIGNAL (T.B.R.)

MH (A.T.G.)

(T.B.R.&R.B.O.)

DESIGNED:

13F4-003D CI (REPLACE LID)

JENNINGS STATION ROAD WSV (A.T.G.)

WSV (A.T.G.)

9+ 00

13F4-002C

AP) P (M T I

RUNNING GRADE = 1.8%

4" S

8+ 00

EXISTING SIDEWALK

SCALE IN FEET

(T.B.R.&R.B.O.)

2" SS IP (MAP)

TIE TO EXISTING

(A.T.G.)

SIGN

WSV

PULLBOX (T.B.R.)

LANDING

SIGNAL (T.B.R.&R.)

5' WIDE RAMP LANDING

5' WIDE

PU BLIC W O RK S

RUNNING GRADE = 1.4%

(A.T.G.)

1. 6 5% .0 '

8 (M .3 % 6 AX .4 ) '

EXISTING

8 . (M 3% A 6. X) 0 '

(T.B.R.&R.)

EXISTING SIDEWALK

% 8.3 ) X (M A

8 (M .3 % 5 AX .0 ) '

(U.I.P.)

(TYP)

P L

CONTROLLER

NUE

4 . 4 0% .5 '

(U.I.P.)

SI DEW ALK

SIDEWALK

TYPE A VERTICAL CURB

AVE

(U.I.P.)

GRADE = 2.5%

AP) P (M I

LANDSCAPE

(U.I.P.)

T.S.C.L.

EXI STI NG

153 SF

GUY

DETAI LS B AND C

(U.I.P.)

RUNNI NG

6" ST

& SHRUBS

H OR

LANDSCAPING

13F4-0279C

DCI (U.I.P.)

TRA N SPO RTA TIO N

P.R.I.M.U.S.S.E.

( NORTH)ARS RESURFACI NG

DETAIL "C"

DETAI L SHEETS

(U.I.P.) 356 SF

F. 314 781 9075

RUNNING GRADE = 1.6%

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T.S.C.L.

T. 314 781 7770

P.R.I.M.U.S.S.E.

St .Loui s,M i ssour i63139

132 SF

One Cam pbel lPl aza

P.R.I.M.U.S.S.E.

391 SF

JENNI NGS STATI ON ROAD

(U.I.P.)

P L

10' SHRUB

187 SF

(U.I.P.)

P L

8' SHRUB

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

33 OF 50

17-MAR-2021

LEGEND:

LINE

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

07:57

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\033-1604-S-RD-06-RDW Y_Detai lB&C.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

MSD:

P-19MSD-00408 MSD BASE MAP:

REV.DATE

6" ST IP (MAP)

DESCRI PTI ON

REVI SI ONS

13F1, 13F4, 13G3

APP.

B) (DETAIL

LINE

6607D-18

1 0+ 00

MATCH

E-W GATEWAY TIP NO.

9+ 00

8+77

JENNINGS STATION ROAD

UP WSV

(U.I.P.)

EXIST R/W

SIGN

P.R.I.M.U.S.S.E.

GSV

(U.I.P.) SIGN

NOTES: STAIR & HANDRAIL

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

(U.I.P.)

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

P L

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

SCALE IN FEET

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

110 SF

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE,

218 SF

SEE DETAIL "B"

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

T.S.C.L.

FOR AREA

POSITIVE DRAINAGE.

DETAIL "E"

SIGN

DETAIL "D"

T.S.C.L.

DATE:

3/17/2021

GREEN

(U.I.P.)

SCALE: 1" = 5'

BROOK

DRI VE TYPE A VERTICAL CURB (TYP) 5' WIDE SIDEWALK AND RAMP

RUNNING GRADE = 1.4%

EXISTING SIDEWALK RUNNING GRADE = 0.2% TRA N SPO RTA TIO N

TIE TO EXISTING

EXISTING SIDEWALK

TYPE A VERTICAL CURB (TYP) SIGN (T.B.R.) 2.0% 5.0'

EXIST R/W 0

1.5% 10.4'

0. 2% 1 0. 4'

LEGEND:

0. 2% 5. 0'

SCALE IN FEET

PU BLIC W O RK S

P L

T.S.C.L.

F. 314 781 9075

(U.I.P.)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

T. 314 781 7770

St .Loui s,M i ssour i63139

FOR AREA

One Cam pbel lPl aza

SEE DETAIL "B"

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\034-1604-S-RD-07-RDW Y_Detai lD&E.dgn

COUNTY PROJECT NO.

TRUNCATED DOMES. WSV (A.T.G.)

(A.T.G.)

JENNINGS STATION ROAD

1 2+ 00

1 1 + 00

WSV

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

34 OF 50

17-MAR-2021

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

07:57

TIE TO EXISTING

DETAI LS D AND E

AND RAMP

DETAI L SHEETS

P) P (M A I

SIDEWALK

6" SIDEWALK REPLACEMENT.

JENNI NGS STATI ON ROAD

2" S T

5' WIDE

4" SIDEWALK REPLACEMENT.

( NORTH)ARS RESURFACI NG

SCALE: 1" = 5'

1 2

1 1 +

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

RUNNING GRADE = 0.1%

MH (LOCATED

13F1, 13F4, 13G3

VIA MSD BASEMAP) REVI SI ONS

(A.T.G.) 6" ST IP (MAP) 5

AND RAMP

5' WIDE SCALE IN FEET

EXISTING

SCALE: 1" = 5'

SIDEWALK

TIE TO

AND RAMP 13F4-126D CI (A.T.G.)

UP (U.I.P.)

2.2%

1.5%

5.0'

11.3'

1.0% 1.0% 10.0'

LEGEND: 2"

NOTES:

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

P L

P) (M A

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

WITH THESE PROVISIONS.

MODULAR

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

BLOCK WALL

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE,

(U.I.P.)

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

(TYP)

EXISTING

EXISTING SIDEWALK

CONC CURB

RUNNING GRADE = 1.4%

HI LDRED AVENUE

DETAIL "F"

SIGN (U.I.P.)

DATE:

POSITIVE DRAINAGE.

(U.I.P.)

SCALE: 1" = 5'

TIE TO EXISTING

13F4-017D CI (A.T.G.)

13F4-016D CI (A.T.G.)

(U.I.P.) 7.6%

5.0%

9.2'

8.5'

6" ST IP (MAP)

0.9%

10.0'

5.0'

ST R/W EXI

EXI ST R/W

TIE TO EXISTING

5' WIDE

SIDEWALK

RUNNING GRADE = 3.8%

AND RAMP

TYPE A VERTICAL CURB

AND RAMP

(TYP)

22 SF P.S.E.

PU BLIC W O RK S

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND

) AP (M

P L

DET AI L" G"

(U.I.P.)

TYPE A VERTICAL CURB

EXISTING SIDEWALK

P I

(TYP)

SIDEWALK

EXISTING SIDEWALK

SIGN

5 1.2

5' WIDE

JENNI NGS STATI ON ROAD

UP SCALE IN FEET

DETAI LS F AND G

DETAI L SHEETS

( NORTH)ARS RESURFACI NG

F. 314 781 9075

TRA N SPO RTA TIO N

1 6+ 00

1 5+ 00 JENNINGS STATION ROAD

T. 314 781 7770

St .Loui s,M i ssour i63139

3/17/2021

One Cam pbel lPl aza

TIE TO

TRUNCATED DOMES.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

REQUIRE MODIFICATIONS TO FORMWORK.

TYPE A VERTICAL CURB

P I

T CONC CURB 2.

4" SIDEWALK REPLACEMENT.

EXIST R/W 1.

5.0'

REV.DATE

SIDEWALK

6' WIDE

RUNNING GRADE = 3.8%

MURVALE DRIVE

SHEET SEQUENCE:

35 OF 50

17-MAR-2021

13F4-005C

MSD BASE MAP:

DESCRI PTI ON

EXISTING SIDEWALK

P-19MSD-00408

APP.

JENNINGS STATION ROAD

MSD:

07:57

1 3+ 00

1 2+ 00

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\035-1604-S-RD-08-RDW Y_Detai lF&G.dgn

COUNTY PROJECT NO.

I P (M AP)

AR-1604

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

TYPE A VERTICAL CURB

MSD BASE MAP:

13F1, 13F4, 13G3

JENNINGS STATION ROAD LEGEND: 4" SIDEWALK REPLACEMENT.

(TYP)

WITH THESE PROVISIONS. 5.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS. ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE,

SCALE IN FEET

5' WIDE RAMP

SCALE: 1" = 5'

AND SIDEWALK

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND SIGN (U.I.P.)

TRUNCATED DOMES.

POSITIVE DRAINAGE. TIE TO EXISTING

UP (U.I.P.) 13F4-016D 8.3% 2.5'

CI (A.T.G.) TIE TO EXISTING

13F1-099D CI (U.I.P.)

1.5% 5.0'

7. 0% 5. 0'

8. 3% 5. 0'

TIE TO EXISTING 6" ST I P ( MAP)

ST R/W EXI P.S.E. SEE DETAIL "G" FOR AREA

EXISTING SIDEWALK

EXI ST R/W

RUNNING GRADE = 4.0%

DET AI L" H"

DATE:

6' WIDE

SIGN

SIDEWALK

(U.I.P.)

AND RAMP

EXISTING SIDEWALK

TYPE A VERTICAL CURB

6' WIDE

(TYP)

SIDEWALK SIGN

0.4%

12.0'

5.0'

SCALE: 1" = 5'

(A.T.G.)

WSV (A.T.G.)

(A.T.G.)

2" S T

TIE TO EXISTING

I P (M AP)

WSV

13F1-096D WSV

JENNINGS STATION ROAD WSV (A.T.G.)

(A.T.G.)

WSV (A.T.G.)

PU BLIC W O RK S

WSV

0.4%

SCALE IN FEET

DETAI L H AND I

EXISTING

CI (U.I.P.)

DETAI L SHEETS

TIE TO

(A.T.G.B.O.)

10.0'

TRA N SPO RTA TIO N

(U.I.P.)

12'

(U.I.P.)

7.3%

( NORTH)ARS RESURFACI NG

BUS PAD

5.0%

EXISTING SIDEWALK RUNNING GRADE = 3.9%

AND RAMP

NEW 7'x8'

JENNI NGS STATI ON ROAD

RUNNING GRADE = 5.8%

F. 314 781 9075

(TYP)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

VAULT (U.I.P.)

SHANNON AVENUE

T. 314 781 7770

TYPE A VERTICAL CURB

P L

DETAIL "I"

EXI ST R/W

FIBER OPTIC

St .Loui s,M i ssour i63139

2" ST IP (MAP)

One Cam pbel lPl aza

3/17/2021

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

17+00

S. HILDERBRAND SHEET SEQUENCE:

36OF 50

17-MAR-2021

07:57

P-19MSD-00408

REV.DATE

MSD:

REVI SI ONS

1 7+ 00

00 6+ 1

6607D-18

DESCRI PTI ON

NOTES:

E-W GATEWAY TIP NO.

2" S T

(A.T.G.)

STP-5608(606)

APP.

WSV

FEDERAL PROJECT NO.

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\036-1604-S-RD-09-RDW Y_Detai lH&I .dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

LEGEND:

MSD:

13F1, 13F4, 13G3

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

WITH THESE PROVISIONS. 4.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

REV.DATE

POSITIVE DRAINAGE.

DESCRI PTI ON

JENNINGS STATION ROAD

MSD BASE MAP:

REVI SI ONS

TRUNCATED DOMES.

NOTES:

APP.

20+ 00

1 9+ 00

4" SIDEWALK REPLACEMENT.

P-19MSD-00408

13F1-097D CI (A.T.G.)

8.3%

1.3%

5.0%

1.3%

10.0'

MAP) P ( 6" ST I

TIE TO EXISTING

5.0'

ST R/W EXI

ST R/W EXI AP) P (M T I 2" S

RUNNING GRADE = 3.4%

AND RAMP TYPE A VERTICAL CURB

BROOKFIELD DRIVE

DET AI L" K"

S T

DATE:

3/17/2021

RUNNING GRADE = 1.5% (M A P )

SIGN (T.B.R.&R.)

RUNNING GRADE = 4.2%

DET AI L" J " EXISTING SIDEWALK

CURB (TYP)

EXISTING SIDEWALK

SCALE: 1" = 5'

I P

TYPE A VERTICAL

ST R/W EXI

SCALE IN FEET

RUNNING GRADE = 1.8%

(TYP) 2 "

EXISTING SIDEWALK

TYPE A VERTICAL CURB

PARK LANE

(TYP)

F. 314 781 9075

SIDEWALK

AND RAMP

ST R/W EXI

13F1-069C

13F1-051D

TYPE A VERTICAL CURB

MH (U.I.P.)

(TYP)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

EXISTING SIDEWALK

SIDEWALK

T. 314 781 7770

5' WIDE

St .Loui s,M i ssour i63139

TIE TO EXISTING

One Cam pbel lPl aza

10.0'

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\037-1604-S-RD-10-RDW Y_Detai lJ&K.dgn

COUNTY PROJECT NO.

AND RAMP

MH (U.I.P.)

SIDEWALK AND RAMP

11.0'

JENNINGS STATION ROAD

13F1-046D

4.7%

12.0'

5.0'

WSV

SIGN

(A.T.G.)

(U.I.P.)

CI (A.T.G.) TIE TO

EXISTING

13F1-041C MH (LOCATED BASEMAP) (A.T.G.)

21 + 00

VIA MSD

WSV (A.T.G.)

DESIGNED: 0

K. OSHAUGHNESSY DRAWN:

SCALE IN FEET SCALE: 1" = 5'

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

37OF 50

17-MAR-2021

10.0'

4.7%

21 +

07:57

5.0%

JENNI NGS STATI ON ROAD

7.9%

( NORTH)ARS RESURFACI NG

TIE TO EXISTING

PU BLIC W O RK S

5' WIDE

DETAI LS J AND K

13F1-022C

DETAI L SHEETS

SIDEWALK

TRA N SPO RTA TIO N

6' WIDE

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

MSD:

13F1-064D CI (A.T.G.)

13F1-067D CI (A.T.G.)

TIE TO EXISTING

2.8%

1.5%

5.0'

1.5%

2.0%

1.5%

5.0'

DESCRI PTI ON

AND RAMP

(TYP)

13F1-066D MH (A.T.G.)

MAP) P ( 6" ST I

SIDEWALK

ST R/W EXI

EXISTING SIDEWALK RUNNING GRADE = 0.9%

WSV 13F1-052C MH (U.I.P.)

(A.T.G.)

3 3/4" TYPE C ASPHALT PAVEMENT DATE:

3/17/2021

NOTES:

CURB (TYP)

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

MAP) P ( 2" ST I

WITH THESE PROVISIONS. ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE,

5' WIDE SIDEWALK AND RAMP

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

NEW 7'x8' BUS PAD 0

SCALE IN FEET

5' WIDE SIDEWALK AND RAMP

6' WIDE

SCALE: 1" = 5'

SIDEWALK

THE COMMERCIAL ENTRANCE APPROACHES AT 8878 JENNINGS STATION ROAD, 8890 JENNINGS SATION ROAD, AND 8898 JENNINGS STATION ROAD

5' WIDE SIDEWALK

WILL BE CONSTRUCTED WITH VERY EARLY STRENGTH CONCRETE.

AND RAMP

TYPE A VERTICAL

AND RAMP

CURB (TYP)

BUS STOP SIGN

TYPE A VERTICAL

(T.B.R.&R.B.O.)

CURB (TYP)

13F1-070D CI (A.T.G.)

1.5%

6.8%

(A.T.G.)

4.5'

6.0'

8.33%

1.5%

5.0'

MAP) P ( 6" ST I

1.5%

8.33%

0.9%

5.0'

6.0'

5.0'

ST R/W EXI

MOBILE AUTOMOTIVE COMMERCIAL ENTRANCE

EXISTING SIDEWALK

RUNNING GRADE = 1.8%

RUNNING GRADE = 3.2%

T.S.C.L. SEE DETAIL "O" FOR AREA CURB (U.I.P.)

GI (A.T.G.)

ON 4" TYPE 5 AGGREGATE (TYP.) FOUNDATION (U.I.P.) TYPE A VERTICAL CURB (TYP)

GSV (A.T.G.B.O.)

T.S.C.L. SEE DETAIL "L" FOR AREA

PARK N SHOP COMMERCIAL ENTRANCE

TIE TO

P L

3 3/4" TYPE C ASPHALT PAVEMENT

EXISTING (TYP) SIGN (U.I.P.)

DETAI LS L AND M

( NORTH)ARS RESURFACI NG

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

JENNI NGS STATI ON ROAD

TRA N SPO RTA TIO N

TYPE A VERTICAL

REQUIRE MODIFICATIONS TO FORMWORK.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY 3.

23+75

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

LINE

(DETAIL

TYPE C ASPHALT REPLACEMENT.

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

MATCH

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DETAI L SHEETS

4" SIDEWALK REPLACEMENT.

(DETAIL

LINE MATCH

LEGEND:

23+ 00

22+38

PU BLIC W O RK S

JENNINGS STATION ROAD

F. 314 781 9075

ON 4" TYPE 5 AGGREGATE (TYP.)

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

(TYP)

T. 314 781 7770

DET AI L" L "

RUNNING GRADE = 0.1%

T.S.C.L.

St .Loui s,M i ssour i63139

LP (U.I.P.)

EXISTING SIDEWALK

2,276 SF

MOBILE AUTOMOTIVE COMMERCIAL ENTRANCE

One Cam pbel lPl aza

TIE TO EXISTING

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

DET AI L" M"

38OF 50

17-MAR-2021

MH (A.T.G.)

SIDEWALK

TYPE A VERTICAL CURB

07:57

13F1-040C

SCALE: 1" = 5'

5' WIDE

(TYP)

SCALE IN FEET

TYPE A VERTICAL CURB

5' WIDE

5' WIDE SIDEWALK AND RAMP

REVI SI ONS

(TYP)

REV.DATE

13F1, 13F4, 13G3

APP.

TYPE A VERTICAL CURB

MSD BASE MAP:

(DETAIL

LINE MATCH

JENNINGS STATION ROAD

22+38

22+ 00

21 + 00

P-19MSD-00408

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\038-1604-S-RD-11-RDW Y_Detai lL&M.dgn

COUNTY PROJECT NO.

AR-1604

FAIRHAVEN DRIVE

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

EXISTING SIDEWALK

MSD:

TYPE A VERTICAL CURB TYPE A VERTICAL CURB (TYP)

6607D-18

ST R/W EXI

RUNNING GRADE = 1.5% (TYP)

SIGN

P-19MSD-00408

EXISTING SIDEWALK

MSD BASE MAP:

RUNNING GRADE = 2.2%

13F1, 13F4, 13G3

(U.I.P.)

6' WIDE SIDEWALK AND RAMP

SIDEWALK AND RAMP

4.0%

1.1%

5.0'

10.4'

REVI SI ONS

SCALE IN FEET

7.6%

SCALE: 1" = 5'

15.6'

TIE TO EXISTING

REV.DATE

13F1-069D CI (A.T.G.)

LEGEND:

TIE TO EXISTING

2" ST

P I

4" SIDEWALK REPLACEMENT.

6" SIDEWALK REPLACEMENT.

WSV (A.T.G.)

24+ 00

23+ 00

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

TYPE C ASPHALT REPLACEMENT.

JENNINGS STATION ROAD

TRUNCATED DOMES.

APP.

NEW 7'x8' BUS PAD

DESCRI PTI ON

6' WIDE

DATE:

FOR COMPLIANCE WITH THESE PROVISIONS. SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY 0

ADA COMPLIANCE AND POSITIVE DRAINAGE. 6.

THE COMMERCIAL ENTRANCE APPROACHES AT 8878 JENNINGS STATION ROAD, 8890 JENNINGS SATION ROAD, AND 8898 JENNINGS STATION ROAD

5' WIDE

WILL BE CONSTRUCTED WITH VERY EARLY STRENGTH CONCRETE.

SIDEWALK

6" ST IP

SCALE IN FEET

8890 COMMERCIAL ENTRANCE

TIE TO EXISTING (TYP)

SIGN (T.B.R.&R.)

F. 314 781 9075 St .Loui s,M i ssour i63139

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770 One Cam pbel lPl aza

5' WIDE SIDEWALK

SCALE: 1" = 5'

3.1%

2.2%

15.7'

15.5'

ST R/W EXI

DESIGNED:

EXISTING SIDEWALK

GSV (A.T.G.B.O.)

RUNNING GRADE = 3.1%

EXISTING SIDEWALK RUNNING GRADE = 2.0%

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY

P L

DET AI L" O"

DETAI LS N AND O

PU BLIC W O RK S

NO DIRECT PAYMENT SHALL BE MADE

( NORTH)ARS RESURFACI NG

DETAI L SHEETS

MODIFICATIONS TO FORMWORK.

TRA N SPO RTA TIO N

JENNINGS STATION ROAD

JENNI NGS STATI ON ROAD

FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE

ENGINEER SHALL APPROVE FORMWORK

(DETAIL

25+12

ENGINEER OF ANY DISCREPANCIES.

LINE

SLOPES AND DIMENSIONS AND NOTIFY

MATCH

M) (DETAIL

LINE

CONTRACTOR SHALL FIELD VERIFY PLAN

25+ 00

MATCH

24+ 00

NOTES:

24+ 00

23+ 00

23+75

3/17/2021

1,070 SF

3 3/4" TYPE C ASPHALT PAVEMENT

T.S.C.L.

ON 4" TYPE 5 AGGREGATE (TYP.)

CHECKED:

8898 CLEANERS COMMERCIAL ENTRANCE

T.S.C.L. SEE DETAIL "P" FOR AREA

S. HILDERBRAND SHEET SEQUENCE:

39OF 50

17-MAR-2021

ST R/W EXI

07:57

DET AI L" N"

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\039-1604-S-RD-12-RDW Y_Detai lN&O.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

NOTES:

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE. THE COMMERCIAL ENTRANCE APPROACHES AT 8878 JENNINGS STATION ROAD, 8890 JENNINGS SATION ROAD,

TIE TO EXISTING (TYP)

AND 8898 JENNINGS STATION ROAD WILL BE CONSTRUCTED

5' WIDE SIDEWALK

GSV

2.8%

13F1-071D

19.8'

CI (U.I.P.)

P 6" ST I

P L

(U.I.P.)

8898 CLEANERS COMMERCIAL ENTRANCE

REV.DATE

WITH VERY EARLY STRENGTH CONCRETE.

ST R/W EXI SIGN

80 SF

(U.I.P.)

P.S.E.

EXISTING SIDEWALK

SIGN

RUNNING GRADE = 2.8%

(U.I.P.)

3 3/4" TYPE C ASPHALT PAVEMENT SCALE IN FEET

930 SF

ON 4" TYPE 5 AGGREGATE (TYP.)

T.S.C.L.

SCALE: 1" = 5'

DET AI L" P"

(U.I.P.)

DATE:

13F1-072D

TIE TO

TRUNCATED DOMES

EXISTING 1 . 4% 5. 0'

% .5 ' 2 .8 3

% 5 ' . 1 .0 5

ST R/W EXI

ST R/W EXI MODULAR BLOCK WALL

EXISTING SIDEWALK

GSV RUNNING GRADE = 2.4% (A.T.G.B.O.)

TYPE A VERTICAL CURB

EXISTING SIDEWALK RUNNING GRADE = 2.2%

(TYP)

78 SF

(U.I.P.)

P.S.E.

F. 314 781 9075

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

St .Loui s,M i ssour i63139

DRAWN:

SIGN

K. OSHAUGHNESSY

(U.I.P.)

EXISTING

P L

DET AI L" Q"

P 2" ST I (M AP)

RUNNING GRADE = 1.0%

DESIGNED:

K. OSHAUGHNESSY

TIE TO

P L

EXISTING SIDEWALK

P L

4 .2% 5.0'

(U.I.P.)

( NORTH)ARS RESURFACI NG

RETROFIT

JENNI NGS STATI ON ROAD

CI (U.I.P.)

PU BLIC W O RK S

JENNINGS STATION ROAD

DETAI LS P AND Q

SIDEWALK

DETAI L SHEETS

5' WIDE AND RAMP

One Cam pbel lPl aza

TRA N SPO RTA TIO N

P) (DETAIL

LINE MATCH

27+ 00

26+49

3/17/2021

CHECKED:

S. HILDERBRAND SCALE IN FEET

JUDY COURT

SCALE: 1" = 5'

SHEET SEQUENCE:

40OF 50

17-MAR-2021

13F1, 13F4, 13G3

07:57

(TYP)

MSD BASE MAP:

DESCRI PTI ON

P-19MSD-00408

REVI SI ONS

REQUIRE MODIFICATIONS TO FORMWORK.

MSD:

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

TYPE A VERTICAL CURB TRUNCATED DOMES.

26+49

APP.

TYPE C ASPHALT REPLACEMENT.

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

(DETAIL

JENNINGS STATION ROAD

6607D-18

LINE

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

E-W GATEWAY TIP NO.

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

MATCH

6" SIDEWALK REPLACEMENT.

(DETAIL

LINE MATCH

26+ 00

25+12

LEGEND:

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\040-1604-S-RD-13-RDW Y_Detai lP&Q.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

NOTES:

WITH THESE PROVISIONS.

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

TRUNCATED DOMES.

JENNINGS STATION ROAD

REV.DATE

BUS STOP SIGN (T.B.R.&R.B.O.) TIE TO EXISTING

13F1-075D

N GSV

ST R/W EXI 10.0' 13F1-265D

AND RAMP

ST R/W EXI EXISTING SIDEWALK

DET AI L" R"

RUNNING GRADE = 1.4%

DATE:

3/17/2021

TIE TO EXISTING

P L

ADA WORTLEY AVENUE

SIDEWALK

286 SF

P.R.I.M.U.S.S.E 5% . 1 0' % . 3 ) 5 . 8 AX M (

SCALE IN FEET

EXISTING SIDEWALK

SCALE: 1" = 5'

RUNNING GRADE = 0.2%

TIE TO EXISTING

5' . 4

NEW 7'X8' BUS PAD 5' WIDE SIDEWALK

1 . 5% 5. 0'

AND RAMP 5' X 5'

13F1-082D CI (U.I.P.)

8. 3 ( MA % X)

13F1-081D

LANDING

ST R/W EXI

TYPE A VERTICAL CURB (TYP)

SIGNAL (T.B.R.)

RUNNING GRADE = 0.3%

% 8.3 ) AX (M

EXISTING SIDEWALK

' 6.4

TIE TO EXISTING

UP (U.I.P.)

30+ 00

% 1.5 ' 5.0

PULLBOX (T.B.R.)

CI (U.I.P.)

4 . 5 '

SIGNAL (T.B.R.)

PULLBOX (T.B.R.) DESIGNED:

CONTROLLER (T.B.R.)

WSV

K. OSHAUGHNESSY DRAWN:

(A.T.G.)

K. OSHAUGHNESSY

JENNINGS STATION ROAD

PULLBOX (T.B.R.)

CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

41OF 50

17-MAR-2021

LANDING

LANDING 156 SF

07:57

5' X 5'

PU BLIC W O RK S

PULLBOX (T.B.R.)

TRA N SPO RTA TIO N

T.S.C.L.

5' WIDE SIDEWALK AND RAMP

( NORTH)ARS RESURFACI NG

358 SF

SI DEW ALK

GRADE = 4.0%

SIGN (T.B.R.&R.B.O.)

EXI STI NG

GUY (U.I.P.)

T.S.C.L.

JENNI NGS STATI ON ROAD

(U.I.P.)

RUNNI NG

P L

12" TREE

DETAI LS R AND S

NO EXISTING

DETAI L SHEETS

DET AI L" S"

F. 314 781 9075

SCALE: 1" = 5'

NEW 7'x8' BUS PAD

SIDEWALK

P L

WEDGEWOOD DRIVE

CI (U.I.P.) 5' WIDE

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

(TYP) SCALE IN FEET

9.0'

(A.T.G.B.O.)

(MAP)

TYPE A VERTICAL CURB

6.8%

P I

(U.I.P.)

1.25" ST

SIGN

P L

1.5%

T. 314 781 7770

6" ST I P ( MAP)

MH (A.T.G.)

St .Loui s,M i ssour i63139

CURB RAMP (U.I.P.)

One Cam pbel lPl aza

EXISTING ADA COMPLIANT

DESCRI PTI ON

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

13F1, 13F4, 13G3

REVI SI ONS

REQUIRE MODIFICATIONS TO FORMWORK.

MSD BASE MAP:

APP.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

P-19MSD-00408

29+68

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

LINE

6" SIDEWALK REPLACEMENT.

MSD:

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

(DETAIL

29+ 00

4" SIDEWALK REPLACEMENT.

6607D-18

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

MATCH

LEGEND:

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\041-1604-S-RD-14-RDW Y_Detai lR&S.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18

SCALE IN FEET

REV.DATE

SCALE: 1" = 5'

SIGNAL (T.B.R.) PULLBOX (T.B.R.) SIGNAL (T.B.R.)

MAX) 3% ( 8. 7.0'

1.5% 6.0'

MAX) 3% ( 8. 7.0'

TIE TO EXISTING

6' WIDE RAMP & SIDEWALK EXISTING SIDEWALK

TYPE A VERTICAL CURB

RUNNING GRADE = 1.0%

MH (A.T.G.)

6" ST I P ( MAP)

GUY

(U.I.P.)

(T.B.R.&R.B.O.)

UP (U.I.P.)

(TYP)

ST R/W EXI P L

DET AI L" T "

DATE:

NOTES: CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS. SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE,

GSV (A.T.G.B.O.)

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

TIE TO

JENNINGS STATION ROAD

POSITIVE DRAINAGE.

EXISTING

JENNI NGS STATI ON ROAD

6' WIDE SIDEWALK 13F1-076D

AND RAMP 7.2% 1.5%

CI (U.I.P.)

6.0'

11.2' 7.4% 6.0'

1.5%

6" ST I P ( MAP)

11.3'

TYPE A VERTICAL CURB

SIGN

(TYP)

(U.I.P.)

EXISTING SIDEWALK

R/ W

EX I ST

RUNNING GRADE = 0.2%

I P ( M AP )

6' WIDE

COLERIDGE DRIVE

SIDEWALK

TIE TO

AND RAMP

EXISTING

TYPE A VERTICAL CURB

( NORTH)ARS RESURFACI NG

DETAI LS T AND U

DETAI L SHEETS

1. TRUNCATED DOMES.

PU BLIC W O RK S

F. 314 781 9075 St .Loui s,M i ssour i63139

4" SIDEWALK REPLACEMENT.

TRA N SPO RTA TIO N

T) (DETAIL

LINE MATCH

32+ 00

31 + 00

29+89

LEGEND:

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770 One Cam pbel lPl aza

3/17/2021

DESIGNED:

K. OSHAUGHNESSY

(TYP)

DRAWN:

EXISTING SIDEWALK

RUNNING GRADE = 0.4%

K. OSHAUGHNESSY

ST R/W EXI

CHECKED:

S. HILDERBRAND SCALE IN FEET SCALE: 1" = 5'

SHEET SEQUENCE:

DET AI L" U"

42OF 50

17-MAR-2021

PULLBOX (T.B.R.)

13F1-074D

07:57

5' WIDE RAMP LANDING

DESCRI PTI ON

JENNINGS STATION ROAD

REVI SI ONS

13F1, 13F4, 13G3

APP.

MSD BASE MAP:

(DETAIL

29+89 LINE 0

MATCH

R) (DETAIL

LINE MATCH

P-19MSD-00408

30+ 00

29+68

MSD:

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\042-1604-S-RD-15-RDW Y_Detai lT&U.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

E-W GATEWAY TIP NO.

6607D-18

SCALE IN FEET

(A.T.G.B.O.)

SCALE: 1" = 5'

JENNINGS STATION ROAD TIE TO EXISTING

TIE TO EXISTING

MSD BASE MAP:

13F1, 13F4, 13G3

REVI SI ONS

13F1-078D CI (A.T.G.)

13F1-077D

6" ST I P

15.5'

6.0'

SIGN (U.I.P.)

ST R/W EXI

GSV (A.T.G.B.O.) SIGN

TYPE A VERTICAL CURB (TYP)

SIDEWALK

FENCE

AND RAMP

(U.I.P) EXISTING SIDEWALK

TYPE A VERTICAL CURB

RUNNING GRADE = 0.3%

(TYP) NOTES:

(U.I.P.)

6" ST I P (MAP)

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2.

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

DATE:

3/17/2021

RANCHDALE DRIVE

ABANDONED AL ENTRANCE COMMERCI

EXIST. 15' EASEMENT REMOVE ABANDONED ENTRANCE, SIDEWALK AND ISLANDS TO AN OFFSET OF 65' AND GRADE TO DRAIN TO NEW AREA INLETS. SEED AND MULCH.

3,243 SF T.S.C.L.

SEE SECTION B-B

ON SHEET 49

SEE SEWER PROFILE SHEET 21

SCALE IN FEET

13F1-144D PROPOSED SEWER PIPE

CLEANOUT EXISTING CI AND CONVERT TO AI

CI 1-2

SCALE: 1" = 5'

(U.I.P.)

ST R/W EXI

INSTALL CI AT EXISTING

LOCAL LOW POINT

1-3

TIE TO EXISTING

GUY

UP ISLAND

(TYP)

(T.B.R.)

JENNINGS STATION ROAD

(T.B.R.&R.B.O.)

(U.I.P.)

35+ 00

(A.T.G.)

34+ 00

WSV

(U.I.P.)

TYPE A VERTICAL CURB

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

43 OF 50

17-MAR-2021

07:57

( NORTH)ARS RESURFACI NG

JENNI NGS STATI ON ROAD

TRA N SPO RTA TIO N

2'x2' PULLBOXES

AND SEEDING PAY LIMIT.

BK 355 / PG 505

(DETAIL

REMOVAL, GRADING

MATCH

(U.I.P.)

LINE

35+05

DOUBLE PULL BOX

PU BLIC W O RK S

DET AI L" W"

DETAI LS V AND W

DET AI L" V"

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DETAI L SHEETS

RUNNING GRADE = 0.4%

(U.I.P.)

2" ST I P (MAP)

EXISTING SIDEWALK

5' WIDE

(U.I.P.)

F. 314 781 9075

6' WIDE SIDEWALK AND RAMP

REV.DATE

ST R/W EXI

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

11.9'

6.6%

T. 314 781 7770

5.0'

(REPLACE LID AND SILL)

4.8%

St .Loui s,M i ssour i63139

2.8%

One Cam pbel lPl aza

7.0%

MH (U.I.P.)

DESCRI PTI ON

GSV

P-19MSD-00408

APP.

TRUNCATED DOMES.

(DETAIL

MSD: 0

LINE

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

MATCH

4" SIDEWALK

34+68

34+ 00

LEGEND:

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\043-1604-S-RD-16-RDW Y_Detai lV&W .dgn

COUNTY PROJECT NO.

AR-1604

DET AI L" X"

4" SIDEWALK

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

MSD:

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

P-19MSD-00408

T.S.C.L.

MSD BASE MAP:

13F1, 13F4, 13G3

SEE DETAIL "W"

REMOVAL, GRADING AND SEEDING PAY LIMIT.

FOR AREA

AN OFFSET OF 65' AND GRADE TO DRAIN TO NEW AREA

SCALE IN FEET

CI 1-1

13F1-143D CLEANOUT EXISTING CI AND CONVERT TO AI

SCALE: 1" = 5'

AI 1.3 (P002958301)

1-0

(U.I.P.)

REV.DATE

PSE DB 21 471PG 546

TIE TO EXISTING

ST R/W EXI

EXISTING ADA COMPLIANT CURB RAMP (U.I.P.)

FH TYPE A VERTICAL CURB

(T.B.R.)

(TYP)

(U.I.P.)

36+ 00

ISLAND

WSV (A.T.G.)

REVI SI ONS

INLETS. SEED AND MULCH.

APP.

REMOVE ABANDONED ENTRANCE, SIDEWALK AND ISLANDS TO

DESCRI PTI ON

EXIST. 15' EASEMENT

JENNINGS STATION ROAD DATE:

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

4' WIDE SIDEWALK

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

6" ST I P ( MAP)

POSITIVE DRAINAGE. 0

SCALE IN FEET

EXISTING

SCALE: 1" = 5'

TYPE A VERTICAL CURB (TYP) 1.2%

1.2%

5.0'

7.8'

2.3%

14.1'

6.0'

TYPE A VERTICAL CURB

ST R/W EXI

(TYP)

6' WIDE

FENCE (U.I.P.)

SIDEWALK AND RAMP

CONCRETE PAD W/ AT&T BOX/POLE (U.I.P.)

JENNI NGS STATI ON ROAD

JENNINGS STATION ROAD

TIE TO

( NORTH)ARS RESURFACI NG

AND RAMP

PU BLIC W O RK S

DETAI LS X AND Y

REQUIRE MODIFICATIONS TO FORMWORK.

DETAI L SHEETS

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

F. 314 781 9075

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

TRA N SPO RTA TIO N

V) (DETAIL

LINE MATCH

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

36+ 00

35+ 00

34+68

St .Loui s,M i ssour i63139

NOTES:

One Cam pbel lPl aza

3/17/2021

DESIGNED:

K. OSHAUGHNESSY

EXISTING SIDEWALK AND RAMP (T.B.R.)

EXISTING SIDEWALK RUNNING GRADE = 0.2%

P L

AT&T PULLBOX (U.I.P.)

LP BASE

EXISTING SIDEWALK

(U.I.P.) AT&T PULLBOX

COMMERCIAL ENTRANCE

(U.I.P.)

RUNNING GRADE = 0.4%

DRAWN:

K. OSHAUGHNESSY

ST R/W EXI TIE TO EXISTING

CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

DET AI L" Y"

44OF 50

17-MAR-2021

W) (DETAIL

MATCH

LINE

35+05

6607D-18

07:57

ABANDONED AL ENTRANCE COMMERCI

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\044-1604-S-RD-17-RDW Y_Detai lX&Y.dgn

COUNTY PROJECT NO.

LEGEND:

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

EXIST. 15' EASEMENT

6607D-18

TYPE A VERTICAL CURB

MSD:

P-19MSD-00408

(TYP)

MSD BASE MAP:

EXISTING SIDEWALK

13F1, 13F4, 13G3

EXISTING SIDEWALK RUNNING GRADE = 4.8%

TYPE A VERTICAL CURB

13F1-0322D

13F1-140D 2.7%

ST. LOUIS COUNTY

AI (U.I.P.) TIE TO EXISTING

SIDEWALK EASEMENT

2.7%

DB 22013 PG 849

5.0'

1.9'

REVI SI ONS

0.3%

10.4'

5.0'

(U.I.P.) 5' WIDE

5' WIDE SIDEWALK AND RAMP

13F1-0321D

SIDEWALK

AND RAMP

(U.I.P.)

ST R/W EXI

CI (U.I.P.)

N WSV (A.T.G.)

WSV (A.T.G.)

SCALE IN FEET

DET AI L" Z " DATE:

N 4" SIDEWALK REPLACEMENT.

NOTES: CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

6" ST I P ( MAP)

REQUIRE MODIFICATIONS TO FORMWORK. 3.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

SCALE IN FEET

6' WIDE

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

SCALE: 1" = 5'

POSITIVE DRAINAGE.

SIDEWALK AND RAMP TIE TO EXISTING

TIE TO EXISTING 13F1-116D CI (A.T.G.)

4.4% 7.7'

1.5% 12.2'

1.5%

3.8%

14.5'

6.0'

( NORTH)ARS RESURFACI NG

F. 314 781 9075

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

St .Loui s,M i ssour i63139

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS JENNI NGS STATI ON ROAD

DETAI LS Z AND AA

DETAI L SHEETS

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

PU BLIC W O RK S

LEGEND:

TRA N SPO RTA TIO N

40+ 00

JENNINGS STATION ROAD

One Cam pbel lPl aza

3/17/2021

SCALE: 1" = 5'

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY

ST R/W EXI 6' WIDE SIDEWALK AND RAMP

TYPE A VERTICAL CURB EXISTING SIDEWALK RUNNING GRADE = 1.5%

(TYP)

ST R/W EXI

S. HILDERBRAND

SIGN (U.I.P.)

COMMERCIAL ENTRANCE

CHECKED:

TYPE A VERTICAL CURB (TYP)

EXISTING SIDEWALK RUNNING GRADE = 1.4%

SHEET SEQUENCE:

DET AI L" AA"

45OF 50

17-MAR-2021

40+ 00

39+ 00

JENNINGS STATION ROAD

07:57

T.S.C.L.

APP.

P L

TIE TO EXISTING

50 SF

DESCRI PTI ON

MH (U.I.P.)

(TYP)

REV.DATE

RUNNING GRADE = 5.2%

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\045-1604-S-RD-18-RDW Y_Detai lZ&AA.dgn

COUNTY PROJECT NO.

AR-1604 FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18 MSD:

MSD BASE MAP:

13F1, 13F4, 13G3

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2.

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

JENNINGS STATION ROAD

EXISTING SIDEWALK RUNNING GRADE = 1.7% 13F1-135D CI (A.T.G.) 6' WIDE SIDEWALK AND RAMP

REPLACE LID NEW 7'X8' BUS PAD TIE TO EXISTING TIE TO EXISTING

P.S.E.

2.3%

3.9%

6.0'

10.7'

10.4'

6.6'

TYPE A VERTICAL CURB

DET AI L" BB"

2.3%

P L

ST R/W EXI

16 SF

7.8%

(TYP)

27 SF

(U.I.P.)

T.S.C.L

(U.I.P.)

32 SF

WALGREENS COMMERCIAL ENTRANCE

T.S.C.L.

TYPE A VERTICAL

DATE:

3/17/2021

CURB (TYP)

P L

TRA N SPO RTA TIO N

McDONALD's COMMERCIAL ENTRANCE

SIGN (U.I.P.)

EXISTING SIDEWALK RUNNING GRADE = 3.5%

13F-136D

EXISTING SIDEWALK

RUNNING GRADE = 0.9%

RUNNING GRADE = 2.0%

GI (U.I.P.)

SCALE IN FEET SCALE: 1" = 5'

6 SF P.S.E.

60 SF

36 SF

P.S.E.

TYPE A VERTICAL

13F1-276D

CURB (TYP)

CI (U.I.P.)

20 SF

EXISTING ADA COMPLIANT

T.S.C.L.

CURB RAMP (U.I.P.)

TYPE A VERTICAL CURB (TYP)

ST R/W EXI

TIE TO EXISTING

3.4%

1.5%

7.5'

8.9'

1.5%

7.7% 5.0%

7.5'

3.0'

5.3' TIE TO EXISTING

5' WIDE SIDEWALK

DCI (U.I.P.)

42+ 00

13F1-282D

AND RAMP

(U.I.P.)

7.3% 10.0'

5' WIDE SIDEWALK AND RAMP 13F1-281D

TYPE A VERTICAL CURB

DCI (U.I.P.)

TIE TO EXISTING

( NORTH)ARS RESURFACI NG

JENNI NGS STATI ON ROAD

PU BLIC W O RK S

CI (A.T.G.)

MH (A.T.G.)

REPLACE INLET LID)

DETAI LS BB AND CC

13F1-145D

13F1-148D

(REMOVE AND

DETAI L SHEETS

RUNNING GRADE = 0.2%

F. 314 781 9075

SCALE: 1" = 5'

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

EXISTING SIDEWALK

T. 314 781 7770

SCALE IN FEET

St .Loui s,M i ssour i63139

One Cam pbel lPl aza

6" ST I P ( MAP) 0

REV.DATE

POSITIVE DRAINAGE.

REVI SI ONS

WITH THESE PROVISIONS.

DESIGNED:

K. OSHAUGHNESSY

(TYP)

DRAWN:

5' WIDE SIDEWALK

K. OSHAUGHNESSY

AND RAMP

CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

JENNINGS STATION ROAD

DET AI L" CC"

46OF 50

17-MAR-2021

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DESCRI PTI ON

4" SIDEWALK REPLACEMENT.

APP.

P-19MSD-00408

NOTES:

07:57

42+ 00

LEGEND:

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\046-1604-S-RD-19-RDW Y_Detai lBB&CC.dgn

COUNTY PROJECT NO.

P.R.I.M.U.S.S.E.

CONCRETE CORNER

COUNTY PROJECT NO.

TIE TO EXISTING

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

(U.I.P.)

E-W GATEWAY TIP NO.

6607D-18

SCALE IN FEET SCALE: 1" = 5'

1.5% 6.0'

MAX) 3% ( 8. 6.0'

PULLBOX (T.B.R.)

SIGN (T.B.R.&R.)

E J

6' WIDE RAMP

PAVEMENT WIDENING

AND SIDEWALK

SEE SHEET 50 FOR DETAILS

N IN G S

RAISED ISLAND

T S

CUT THRU

) P A

F S

5. 0' ( TYP)

T S

SIGN (T.B.R.)

" 12

IO N

EXISTING CONCRETE MEDIAN

4 4 + 0 0

5' WIDE RAMP LANDING

DESCRI PTI ON

REVI SI ONS

13F1, 13F4, 13G3

APP.

ST R/W EXI

MSD BASE MAP:

8. 3% ( MAX ) 6. 0'

CONTROLLER (T.B.R.)

0 0 + 8 13

P-19MSD-00408

K % L .4 A 2 W E = D I S DE G RA N I G T S I G N X I E N N U R

REV.DATE

% K L 3 A 3. W E = ID S DE G RA IN G T IS G N X E NI

MSD:

TIE TO EXISTING

O A

(U.I.P.) REPAIR DAMAGED AREAS,

AS NEEDED ISLAND (T.B.R.)

SIGNAL (T.B.R.)

PULLBOX (T.B.R.)

WSV (A.T.G.)

DATE:

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK. 3.

RAISED ISLAND

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, TRA N SPO RTA TIO N

WITH THESE PROVISIONS.

CUT THRU

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

LEGEND:

T S

TYP) ( 0' 5.

4" SIDEWALK REPLACEMENT. S

SIGN (T.B.R.)

SCALE: 1" = 5'

A O R S T S

MAX) 3% ( 8. 7.0'

MAX) 3% ( 8. 0' 7.

" 6

AND SIDEWALK

K L 1% A 1. W = E ID E S D A G R IN G T IS NG I X N E N U

6' WIDE RAMP

6' WIDE RAMP LANDING

T S

(T.B.R.&R.B.O.)

SEE SHEET 50 FOR DETAILS

SIGN (T.B.R.)

K % L .2 A 3 W E = D I S DE A G N GR I T S G I X N E NI N U R LP

) P A

1.5% 6.0'

J E

PAVEMENT WIDENING

0 +0 4 4

) P A

TRUNCATED DOMES.

( NORTH)ARS RESURFACI NG

SCALE IN FEET

JENNI NGS STATI ON ROAD

PU BLIC W O RK S

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

DETAI L DD AND EE

DETAI L SHEETS

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

SIGNAL (T.B.R.)

F. 314 781 9075

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

T. 314 781 7770

PULLBOX (T.B.R.)

St .Loui s,M i ssour i63139

NOTES: ISLAND (T.B.R.)

One Cam pbel lPl aza

3/17/2021

DESIGNED:

EXISTING CONCRETE MEDIAN (U.I.P.) REPAIR DAMAGED AREAS, AS NEEDED

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

TIE TO EXISTING TYPE A VERTICAL CURB 13F1-133D MH (A.T.G.)

(TYP)

ST R/W EXI

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\047-1604-S-RD-20-RDW Y_Detai lDD&EE.dgn

DET AI L" DD"

SAWCUT EXISTING

(TYP)

S. HILDERBRAND SHEET SEQUENCE:

DET AI L" EE"

47OF 50

17-MAR-2021

(TYP)

334 SF

07:57

TYPE A VERTICAL CURB

PULLBOX (U.I.P.)

SIGNAL (T.B.R.)

3.25'

P-19MSD-00408 MSD BASE MAP:

13F1, 13F4, 13G3 0

13F1-113S SCALE IN FEET

MH (A.T.G.)

SCALE: 1" = 5'

GSV

8. 3% ( MAX )

EXISTING SIDEWALK RUNNING GRADE = 1.5%

50 SF P.R.I.M.U.S.S.E

PULLBOX (T.B.R.) 5' WIDE RAMP

AND SIDEWALK

(A.T.G.B.O.) UP (U.I.P.) CURB RAMP (T.B.R.)

1.5 % 5. 0'

5' WIDE RAMP

EXI ST R/W

TIE TO 8. 3% (M AX )

GSV

% 8.3 X) (M A

CI (U.I.P.)

9.3'

4. 00 '

1.5% 5.0'

13F1-233D

1 . 5% 5. 0'

8. 3% ( MAX)

(A.T.G.B.O.)

4 .70'

(U.I.P.)

PULLBOX (T.B.R.)

GSV

TIE TO EXISTING

GSV

5'X5' LANDING

P I

ST R/W EXI

6" ST

REVI SI ONS

(A.T.G.B.O.)

EXISTING

UP (U.I.P.)

GSV (U.I.P.)

REV.DATE

1 . 5% 5. 0'

5'X5' LANDING

EXISTING SIDEWALK

SIGNAL (T.B.R.)

RUNNING GRADE = 1.4%

45+00

HALLS FERRY ROAD DATE:

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY REQUIRE MODIFICATIONS TO FORMWORK.

TRUNCATED DOMES. 3.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

PU BLIC W O RK S

T. 314 781 7770

F. 314 781 9075

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

DETAI L FF

DETAI L SHEETS

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

4" SIDEWALK REPLACEMENT.

JENNI NGS STATI ON ROAD

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

( NORTH)ARS RESURFACI NG

NOTES: 1.

St .Loui s,M i ssour i63139

TRA N SPO RTA TIO N

HALLS FERRY

LEGEND:

One Cam pbel lPl aza

3/17/2021

DESIGNED:

K. OSHAUGHNESSY DRAWN:

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

48OF 50

17-MAR-2021

CI (U.I.P.)

MSD:

07:57

13F1-226D

6607D-18

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\048-1604-S-RD-20-RDW Y_Detai lFF.dgn

E-W GATEWAY TIP NO.

DESCRI PTI ON

MH (U.I.P.)

STP-5608(606)

APP.

(TYP)

FEDERAL PROJECT NO.

EXISTING

TYPE A VERTICAL CURB 13F1-112S

AR-1604

GRADE

TIE TO = 2.2%

JENNINGS STATION ROAD

RUNNI NG

SI DEW ALK

= 1.6%

(U.I.P.)

EXI STI NG

P.R.I.M.U.S.S.E

EXI STI NG

60 SF

COUNTY PROJECT NO.

ST R/W EXI

DET AI L" F F "

EXISTING

GRADE

CI (U.I.P.) TIE TO

RUNNI NG

SI DEW ALK

13F1-227D

ROAD

FEDERAL PROJECT NO.

STP-5608(606) E-W GATEWAY TIP NO.

6607D-18 MSD:

P-19MSD-00408 MSD BASE MAP:

13F1, 13F4, 13G3

REVI SI ONS

BY REV.DATE

1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL)

8' -0" (MI N.)

EXCAVATE EXI STI NG GROUND WI DTH VARI ES

1/2" PREMOULDED EXPANSION MATERIAL

8' -0" (MI N.)

REMOVE EXI STI NG W ALK WI DTH VARI ES (1)

1/2" PREMOULDED EXPANSION MATERIAL

1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL)

REMOVE EXI STI NG W ALK WI DTH VARI ES (1)

EXCAVATE EXI STI NG GROUND WI DTH VARI ES

1/2" PREMOULDED EXPANSION MATERIAL

FULL DEPTH SAW CUT EXISTING WALK IF PRESENT (TYP.)

APP.

1/2" PREMOULDED EXPANSION MATERIAL

DESCRI PTI ON

7'-0" MIN. SEE NOTE 1

FULL DEPTH SAW CUT EXISTING WALK IF PRESENT (TYP.)

7'-0" MIN. SEE NOTE 1

EXISTING CURB (U.I.P.)

REMOVE AND REPLACE ADJACENT SIDEWALK SLAB, IF NESSESSARY, TO MEET ADA SLOPE REQUIREMENTS.

DATE:

F. 314 781 9075

3/17/2021

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 1721

(1)

T. 314 781 7770

REMOVE AND REPLACE ADJACENT SIDEWALK SLAB, IF NESSESSARY, TO MEET ADA SLOPE REQUIREMENTS.

St .Loui s,M i ssour i63139

(1)

NEW BUS PAD AT SIDEWALK WITHOUT GRASS BUFFER

One Cam pbel lPl aza

NEW BUS PAD AT SIDEWALK WITH GRASS BUFFER

8'-0" MIN.

VARIES

OPE 5" MAX SL . 1

7'-0" MIN.

DETAI L.dgn

AR-1604

T:\W orki ng\18083.01 - St.Loui s County - Jenni ngs Stati on Road\Drawi ngs\049-1604-S-RD-01-BUS

COUNTY PROJECT NO.

5.00'

VARIES

4" THICK CONCRETE SIDEWALK

TYPE A VERTICAL CURB

1.0%

SL OPE TO AREA I NL ET

4" TYPE 5 AGGREGATE BASE

EXISTING SIDEWALK (T.B.R.)

PREPARED SUBGRADE EXISTING COMMERCIAL ENTRANCE (T.B.R.) VARIES

EXISTING CURB (U.I.P.)

NEW BUS PAD WITHOUT SIDEWALK

DESIGNED:

SECTION B-B SHEET 43

K. OSHAUGHNESSY DRAWN:

NOTES: 1. ALL FULL DEPTH SAW CUTS TO BE MADE AT EXISTING JOINTS.

K. OSHAUGHNESSY CHECKED:

S. HILDERBRAND SHEET SEQUENCE:

49 OF 50

17-MAR-2021

5.00'

07:57

8' -0" (MI N.)

1/2" PREMOULDED EXPANSION MATERIAL

SECTION A-A THIS SHEET

( NORTH)ARS RESURFACI NG

1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL)

1/2" PREMOULDED EXPANSION MATERIAL

JENNI NGS STATI ON ROAD

1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL)

CONSTRUCTI ON DETAI LS

PREPARED SUBGRADE

AND SI DEW ALK

4" TYPE 5 AGGREGATE BASE

BUS STOP PAD

TRA N SPO RTA TIO N

4" THICK CONCRETE SIDEWALK

PU BLIC W O RK S

EXISTING CURB (U.I.P.)

AR-1604 FEDERAL PROJECT NO.

STP-5608(606)

509 . 49

6607D-18

MSD BASE MAP:

13F1, 13F4, 13G3

8 0 .2 1

.7 5

SCALE IN FEET

ST.R/W EXI

EXIST. R/W

STA 43+89.14 (39.83' LT)

REV.DATE

SCALE: 1" = 10'

R=65.0' •=11°30'11''

.4 7 0 5

8 6 . 7 0 5

88 7. 0 5

09 . 508

STA 43+82.25 (96.89' LT)

508. 03

ALL PEDESTRIAN INDICATIONS SHALL BE COUNTDOWN TYPE & ALL PEDESTRIAN PUSH BUTTONS SHALL BE INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS.

STA 44+47.22 (98.89' RT)

T. 314 394 3133

F. 314 394 3199

Mi ssour iSt at e Cer t i f i cat e ofAut hor i t y # 001578

PU BLIC W O RK S

HALLS FERRY RD

.3 0 7 5

50 7. 28

.01 507

GUTTER FL 506.66

NOTES:

I NTERSECTI ON W ARPI NG

EXIST. R/W

•

St .Loui s,M i ssour i63021

TRA N SPO RTA TIO N

STA 43+79.83 (31.89' RT)

ST.R/W EXI

13523 Bar r et tPkwy,Sui t e 250

Ci vi lEngi neeri ng Desi gn

ON NGS STATI ENNI J

3/16/2021

( NORTH)RESURFACI NG

0 0 + 5 4

DATE:

EFK M oen,LLC

0 0 + 4 4

0 0 + 6 4

JENNI NGS STATI ON ROAD

0 0 + 9 3 1

Z:\18059 CDG

INTERSECTION WARPING ELEVATIONS ARE AT THE GUTTER FLOW LINE

DESIGNED:

MMH DRAWN:

JAA CHECKED:

LLM

3/16/2021

7 0 5

29 7. 50

.88 506

506.51 GUTTER FL

CONCRETE

P-19MSD-00408

SHEET SEQUENCE:

50 OF 50

5 0 8 . 6 7

MSD:

REVI SI ONS

50 9. 08

1:20:55

H A LL S FE R R Y

R=60.0' •=11°11'24''

E-W GATEWAY TIP NO.

DESCRI PTI ON

•

STA 44+49.28 (99.19' LT)

APP.

509. 79

STA 43+89.28 (99.83' LT)

Jenni ngs Stati on Road\DGN\Desi gn\Fi nal \Pl otsheets\50-1604-S-RD-HALLS_FERRY-Detai l .dgn

COUNTY PROJECT NO.