Preliminary Plans - Resurfacing AR-1794 by STLCOGOV

ST. LOUIS COUNTY PROJECT NO. AR-1794

FEDERAL PROJECT NO. STP-5537(624)

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END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT FEET FEET FEET FEET STA. STA. STATE LENGTH FEDERAL LENGTH MILES MILES FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT AADT (2019): DESIGN SPEED (V) = POSTED SPEED (V) = DIRECTIONAL DISTRIBUTION (D) = 2021 N/A 30 MPH 25 MPH INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE: LENGTH OF PROJECT UTILITY NOTE DESIGN CRITERIA PROPERTY LINE PERMANENT DRAINAGE EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY SLOPE AND CONSTRUCTION LICENSE PERMANENT TRAFFIC SIGNAL EASEMENT PERMANENT FOOTING EASEMENT CONSTRUCTION LIMITS TREE OR SHRUB (DESIGNATE DIA. & TYPE) GUARDRAIL RAILROAD SIGN TO BE REMOVED TO BE ABANDONED USE IN PLACE TO BE REMOVED AND REPLACED ADJUST TO GRADE TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED ADJUST TO GRADE BY OTHERS DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.) (T.B.R.&R.B.O.) (A.T.G) (T.B.R.&R.) (U.I.P.) (T.B.A.) (T.B.R.) T.S.C.L. P.T.S.E. P.R.W.E. P.D.E. PL P.S.E. MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT, P.F.E. PERMANENT RETAINING WALL EASEMENT RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING SYMBOLOGY P.R.I.M.U.E. AND SEWER EASEMENT MAINTENANCE AND UTILITY SIDEWALK PERMANENT ROADWAY IMPROVEMENT, P.R.I.M.U.S.S.E. TREE/VEGETATION LINE FENCE (DESIGNATE TYPE) W-WATER E-ELECTRIC T-TELEPHONE/CATV G-GAS UNDERGROUND UTILITY (TYPE SPECIFIED) GENERAL LEGEND LOCATOR MAP OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING RESPONSIBILITY FOR THAT SPECIFIC INFORMATION. SEWER CONTRACTOR OR OTHER SOURCES, DISCLAIM ANY HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF P.E. SIGNED DATE THE AFOREMENTIONED FINAL MEASUREMENTS SIGNATURE AND SEAL APPLY ONLY TO IT SHOULD BE UNDERSTOOD THAT THIS PROJECT SPECIFIC INFORMATION M.S.D. P-NUMBER: M.S.D. BASE MAP: STANDARD SPECIFICATIONS PUBLIC WORKS TRANSPORTATION ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI THERETO. THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. SURVEYS AND RECORDS: AND, THEREFORE THEIR IF SHOWN HAVE BEEN PLOTTED FROM AVAILABLE UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES SHEET NO. DESCRIPTION 13,660 14,360 NOT TO SCALE SCALE: NOT TO SCALE SCALE: N LOUIS COUNTY STANDARD DRAWINGS. BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. COUNTY STANDARD SPECIFICATIONS FOR ROAD AND PROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON THIS REPLACE ALL BUS SIGNS. METRO TO REMOVE AND AS-BUILT CERTIFICATION PROJECT LIMITS MINOR ARTERIAL 0.70 0.70 T I TLE AND I ND E X S H EET 22J, 22K, 23K 20+16.45 57+36.45 N 3,720.00 0 0 3,720.00 44 SUMMIT AVE. OAKW OOD AVE. CHAMBERLINE PL. LEDA AV E AVE. NEWPORT EVAHCODRUM BIG BEND BLVD. AVE E LOCKWOOD #410X - EUREKA EXPRESS #58X - TWIN OAKS EXPRESS #101 - FENTON GRAVOIS BUS ROUTES: APPROVED: Acting Director Stephanie Leon Streeter, P.E. DATE: STA. 20+16.45 BEGIN PROJECT STA. 57+36.45 END PROJECT OF A TRAFFIC SIGNAL MAST. LINE OF SOUTH OLD ORCHARD AVENUE, AND 13 FEET NORTHEAST PARALLEL TO BIG BEND BOULEVARD NORTHEAST OF THE EAST CURB CENTERLINE OF BIG BEND BOULEVARD, 27 FEET ALONG A SLANT AS #8162 BIG BEND BOULEVARD, ROUGHLY 24 FEET SOUTHEAST OF THE SIGNAL CONTROL BOX SITUATED NORTH OF PROPERTY ADDRESSED CORNER OF THE 3'X2' RAISED CONCRETE BASE FOR METAL TRAFFIC NAVD88(SLC2011A) ELEV = 544.21 FTUS CUT "L" ON TOP NORTHWEST 14487 EXPANSION JOINT ON THE SOUTHEAST END OF THE BRIDGE. AVENUE BRIDGE OVER HWY I-44 AND SLIGHTLY SOUTHEAST OF THE BARRIER WALL; NEAR THE SOUTHERNMOST CORNER OF THE MURDOCH SOUTHEASTERN END OF A METAL RAIL ON TOP OF THE LOWER PART OF THE SIDE OF THE SOUTHWEST SIDEWALK AND SOUTHEAST OF THE VERTICAL STEP IN THE CONCRETE BARRIER WALL ALONG THE SOUTHWEST NAVD88(SLC2011A) ELEV = 546.36 FTUS "L" ON TOP OF THE HIGH SIDE OF A 14270 BIG BEND ROAD AND DALE AVENUE. COMMERCIAL BUILDING #7905 BIG BEND ROAD; AT SOUTHWEST CORNER OF WALK, 0.5' EAST OF NORTHEAST CORNER TWO STORY BRICK NAVD88(SLC2011A) ELEV = 527.39 FTUS "U" NORTH EDGE OF CONCRETE 14193 (ADD 0.35 FEET TO PROJECT ELEVATION TO RELATE PROJECT TO NGVD29.) ST. LOUIS COUNTY BENCHMARK: 1 DESIGN AADT (2029): BIG BEND BOULEVARD NORTH LACLEDE STATION RD. ORC HARD AVE. NORTH OLD AVE. EAST LOCKWOOD OCHARD AVE. SOUTH OLD EAST FRISCO AVE. L N L OG C A B I N S ATION RD N LAC LE E LOCATION PROJECT

TRUCK PERCENTAGE (T) = (7 SHEETS NOT NUMBERED) CONTROL DEVICES STANDARD TRAFFICCONSTRUCTION DETAILS BUS STOP PAD AND SIDEWALK 26 14-25 DETAIL SHEETS INTERSECTION DETAILS SHEETS 12-13 PLAN SHEETS 4-11 SPECIAL NOTES 3 TYPICAL SECTIONS 2 TITLE AND INDEX SHEET 1 FEDERAL PROJECT NO. AR-1794 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963A-23 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

BIG BEND BOULEVARD RESURFACING PRELIMINARY PLANS FOR

BIG BEND BOULEVARD MAINLINE PAVEMENT

E. LOCKWOOD AVE. TO BATHESDA

(WITH TURNING LANE ONLY)

TYPICAL SECTION 1

BATHESDA TO LACLEDE STATION RD.

TYPICAL SECTION 2

STA. 25+50.00 TO END OF PROJECT

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SIDEWALK THRU LANE THRU LANE THRU LANE THRU LANE R/W R/W CL AGGREGATE BASE EXIST. PAVEMENT EXIST. ASPHALT PAVEMENT EXIST. CONC. ± ± ± ± EXIST. CURB AND GUTTER EXIST. CURB AND GUTTER MILL 3" (EOP TO EOP) OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (1-3/4" MIXTURE SP 125 (PG70-22) CLP PLACE 3" SUPERPAVE ASPHALTIC CONCRETE VARIES 2% OR VARIES 2% OR 30'-40' VARIES 30'-40' VARIES BY ENGINEER) (AS DEEMED NECESSARY PAVEMENT AND JOINT REPAIRS VARIES 4'-6' VARIES 0'-3' TREE LAWN 11.00' 11.00' 11.00' 11.00' VARIES 0'-3' TREE LAWN ( S H EET 1 O F 1 ) T Y P I C A L S E C T I ON S TACK COAT SIDEWALK THRU LANE THRU LANE THRU LANE R/W R/W CL AGGREGATE BASE EXIST. PAVEMENT EXIST. ASPHALT PAVEMENT EXIST. CONC. ± ± ± ± EXIST. CURB AND GUTTER EXIST. CURB AND GUTTER MILL 3" (EOP TO EOP) OVER 1-1/4" MIXTURE SP 095 (PG 70-22) D) (1-3/4" MIXTURE SP 125 (PG70-22) CLP PLACE 3" SUPERPAVE ASPHALTIC CONCRETE VARIES 2% OR VARIES 2% OR 30'-40' VARIES 30'-40' VARIES BY ENGINEER) (AS DEEMED NECESSARY PAVEMENT AND JOINT REPAIRS VARIES 4'-6' VARIES 0'-3' TREE LAWN 11.00' 11.00' 11.00' 11.00' VARIES 0'-3' TREE LAWN TACK COAT TURN LANE SIDEWALK VARIES 4'-6' SIDEWALK VARIES 4'-6' 2 BEGINNING OF PROJECT TO STA. 25+50.00

SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY. POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS SHALL TAKE APPROPRIATE MEASURES DURING CONSTRUCTION

FROM ACTUAL FIELD CONDITIONS. CONTRACTOR WERE PLOTTED FROM EXISTING RECORDS AND MAY DIFFER OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN GUIDANCE TO THE LIMITS OF THE PAVEMENT REHABILITATION THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE NOTE: FEDERAL PROJECT NO. AR-1794 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963A-23 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

BIG BEND BOULEVARD MAINLINE PAVEMENT

SIGNIFICANTLY

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AVENUE

1 1 SEE DETAIL "A" SEE DETAIL "B" 2 1 84 85 86 LOC#23K631212 BOOK14582PAGE1795 601ELOCKWOODAVE LOCKWOODSUMMITLLC N/F LOC#23K630046 BOOK9374PAGE1851 613ELOCKWOODAVE WEBSTERGROVESCITYOF N/F LOC#23K631157 BOOK18590PAGE3266&3269 8193BIGBENDBLVD BIGBEND/LOCKWOODLLC N/F LOC#23K610367 BOOK22832PAGE2258 530ELOCKWOODAVE NERINX HALL N/F BOOK 229 PAGE 205 WEBSTER GROVES CITY OF N/F PLAT BOOK 9 PAGE 43 CITY OF WEBSTER GROVES N/F 87 BIG BEND BOULEVARD STA. 20+16.45 BEGIN PROJECT STA. 20+00.00 ALIGNMENT BEGINNING OF EAST LOCKWOOD

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2 3 00 24 00 20 00 0 0

2 2 00 23 T 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

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N78°19'14"E EXIST R/W EXIST R/W EXIST R/W N77°49'6"E CURVE 1 R = 20.00 T = 0.09 L = 0.18 D = 286° 28' 44" = 0° 30' 08" (LT) PT STA. = 22+83.36 PC STA. = 22+83.18 PI-E = 29584.72 PI-N = 30110.67 PI STA. = 22+83.27 CURVE 1 DATA BOA-E=29307.32 BOA-N=30053.33 BOA STA.=20+00.00 OF ALIGNMENT BEGINNING 4 LEGEND: CONCRETE ROADWAY/DRIVEWAY REPLACEMENT 4" SIDEWALK REPLACEMENT WITH VARIABLE MILL AND OVERLAY SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE M A T C H L I N E 25 + 00 1 P C 2 2 + 8 3 1 8 P T 22 + 8 3 3 6 EXIST R/W MH (U.I.P.) 23K2-053S MH (A.T.G.) 23K2-031S MH (A.T.G.) 23K2-067D CI (A.T.G.) 23K2-018D CI (U.I.P.) 23K2-073D CI (U.I.P.) 23K2-072D CI (U.I.P.) 23K2-071D CI (U.I.P.) 23K2-290D CI (U.I.P.) 23K2-020D CI (U.I.P.) 23K2-068D ADA COMPLIANT CURB RAMP REPLACE CURB 1 2 (U.I.P.) MH (PER MSD MAP) 23K2-070D 2 MH (A.T.G.) 23K2-0245

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FEDERAL PROJECT NO. AR-1794 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963A-23 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

SEE DETAIL "L"

M A T C H L I N E 47 + 00 1

KEYED NOTES:

5 0 0 0

50 00 47 00 48 00 49 00 5 1 00 52 0 0

LEGEND:

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

6" SIDEWALK REPLACEMENT

CONCRETE ROADWAY/DRIVEWAY

5 2 00 T

1 1 1 1

M A T C H L I N E 52 + 5 0 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

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28 29 30 31 32 33 34 47 48 49 50 51 BIG BEND BOULEVARD LOC # 22K321286 BOOK 18556 PAGE 1228 7879 BIG BEND BLVD EMME FRANCES C TRUSTEE ETAL N/F LOC # 22K321286 BOOK 18556 PAGE 1228 7879 BIG BEND BLVD EMME FRANCES C TRUSTEE ETAL N/F LOC # 22J111275 BOOK 21286 PAGE 1495 7857 BIG BEND BLVD WEBSTER BIG BEND ASSOCIATES LLC N/F LOC # 22J110661 BOOK 17663 PAGE 969 7851 BIG BEND BLVD BRIAN DAVID PROPERTIES L L C N/F LOC # 22J110717 BOOK 17663 PAGE 969 7841 BIG BEND BLVD BRIAN DAVID PROPERTIES L L C N/F LOC # 22J110551 BOOK 22696 PAGE 3577 7844 BIG BEND BLVD SEVERSON ANDREW J TRUST N/F LOC # 22J110506 BOOK 23284 PAGE 633 7852 BIG BEND BLVD DLJ LEGACY PROPERTIES LLC N/F LOC # 22J110450 BOOK 23114 PAGE 4056 7856 BIG BEND BLVD & CHERYL L T/E LAWSON TERRY L JR N/F LOC # 22J110414 BOOK 15488 PAGE 480 7860 BIG BEND BLVD & CLYDE L H/H SULLIVAN SOUNDRA S N/F LOC # 22J110285 BOOK 7613 PAGE 520 7864 BIG BEND BLVD COLONIAL VILLAGE COMPANY N/F LOC # 22J110212 BOOK 19367 PAGE 1103 7874 BIG BEND BLVD OAK TOWER LLC N/F LOC # 22J110164 BOOK 10467 PAGE 0436 7884 BIG BEND BLVD H/W TRUSTEES HANLEY LEE R PATRICIA B N/F DA LE AV E NU E 1 1 1 N43°38'28"E 9 ( 6 O F 8 ) P L AN S H EET S EXIST R/W EXIST R/W EXIST R/W EXIST R/W CI (A.T.G.) 22K3-145S CI (A.T.G.) 22J4-028S 1 2 ADA COMPLIANT CURB RAMP REPLACE CURB 1 1

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REPLACEMENT

4" SIDEWALK REPLACEMENT

45 46 47

B OOK 1 1089 P AG E 1373

7835 B I G B E N D B L VD

T H E C O L LE G E S C HO O L A SS O C I A T I ON

N / F

LOC#22J111312 BOOK11089PAGE1373 7825BIGBENDBLVD THECOLLEGESCHOOLASSOCIATION N/F L O C # 22 J 110872

B O OK 20633 P AG E 15 24

78 2 1 B I G B E ND L VD

41 LOC#22J110717 BOOK17663PAGE969 7841BIGBENDBLVD BRIANDAVIDPROPERTIESLLC N/F L O C # 22 J 1113 21

R E VO C A B LE L I V I NG T R U S T

HA SS I NG M A R T I N W

42 43

N / F LOC#22J110919 BOOK13289PAGE657 7817BIGBENDBLVD WEBSTERCENTERIILLC N/F LOC#22J111330 BOOK10308PAGE1652 7809BIGBENDBLVD WEBSTERCENTERLLC N/F

SEE DETAIL "M"

KEYED NOTES:

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N E W P O R T AV E N U E 1 R = 20.00 T = 0.69 L = 1.38 D = 286° 28' 44" = 3° 57' 33" (RT) PT STA. = 57+25.88 PC STA. = 57+24.50 PI-E = 32146.77 PI-N = 32306.59 PI STA. = 57+25.19

STA. 57+36.45 PROJECT END OF

LOC#22J132252 BOOK10308PAGE1652 501NLACLEDESTATIONRD WEBSTERCENTERLLC N/F LOC # 22J111303 BOOK 23072 PAGE 1716 7728 BIG BEND BLVD ONE MORE DEAL L L C N/F LOC#22J111198 BOOK23090PAGE3148 7816BIGBENDBLVD KERASCHILDRENSFAMILYLP N/F LOC#22J111077 BOOK17714PAGE5537 7834BIGBENDBLVD WARNERINVESTMENTSIVLLC N/F LOC#22J110616 BOOK20746PAGE2759 7838BIGBENDBLVD 7838BIGBENDLLC N/F

h R E SP ON S I B I L I T Y S C A

SEE DETAIL "N" SEE DETAIL "O" 35 36 37 38

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BIG BEND BOULEVARD

P T 57 + 25 88 P C 5 7 + 24 5 0

CURVE 6 DATA STATION ROAD NORTH LACLEDE

EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W MH (A.T.G.) 22J4-062S MH (U.I.P.) 22J4-027S MH (U.I.P.) 22J4-0064S CI (U.I.P.) 22J4-208D T.S.C.L. T.S.C.L. T.S.C.L. T.S.C.L. T.S.C.L. T.S.C.L. P.R.I.M.U.S.S.E. P.R.I.M.U.S.S.E. P.R.I.M.U.S.S.E. P.R.I.M.U.S.S.E. 1 2 ADA COMPLIANT CURB RAMP REPLACE CURB 2

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

4" SIDEWALK REPLACEMENT

58 53 00 5 8 T M A T C H L I N E 52 + 50 M A T C H L I N E 58 + 00 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

6" SIDEWALK REPLACEMENT

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT

SEE DETAIL "P" 10

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CURVE 6 N43°38'28"E N47°36'02"E 34 L O C # 22 J 110551 B OOK 22696 P AG E 3577 7844 B I G B E ND B L VD S E V E R S ON AND R E W J T R U S T N / F ( 7 O F 8 ) P L AN S H EET S

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M A T C H L I N E 58 + 00 N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

NORTH LACLEDE

BIG BEND BOULEVARD 39 38 40 LOC # 22J111202 BOOK 22844 PAGE 1282 7724 BIG BEND BLVD COVAL PROPERTIES L L C N/F LOC # 22J111303 BOOK 23072 PAGE 1716 7728 BIG BEND BLVD ONE MORE DEAL L L C N/F LOC # 22J132285 BOOK 21340 PAGE 1154 7741 BIG BEND BLVD ENERGY MARKETING 274 LLC N/F STA. 59+50 ALIGNMENT END OF EOA-E=32312.78 EOA-N=32458.18 EOA STA.=59+50.00 OF ALIGNMENT END 11 N47°36'02"E ( 8 O F 8 ) P L AN S H EET S EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W MH (U.I.P.) 22J4-0065S 1 2 ADA COMPLIANT CURB RAMP REPLACE CURB 59 50 59 00 58 00 FEDERAL PROJECT NO. AR-1794 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963A-23 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i

KEYED NOTES:

STATION ROAD

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E.LOCKWOOD AVE

NOTES:

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

22 + 00 23 + 00

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

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE REQUIRE MODIFICATIONS TO FORMWORK.

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

POSITIVE DRAINAGE.

TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING LEVEL LANDING LEVEL LANDING DETAIL

"A"

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

ing \ M i

h i h R E SP ON S I B I L I T Y S C A

TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) BIG BEND BOULEVARD LEGEND: (T.B.R.&R.) SIGN (T.B.R.&R.) SIGN (U.I.P.) SIGN (U.I.P.) UP (TYP.) TYPE A VERTICAL CURB EXISTING R/W EXISTING R/W EXISTING R/W 14 BREAKLINE TRUNCATED DOMES 4" SIDEWALK REPLACEMENT (A.T.G.) PULLBOX TRAFFIC (U.I.P.) LP (A.T.G.) WSV CI (U.I.P.) 23K2-072D CI (U.I.P.) 23K2-071D CI (U.I.P.) 23K2-073D GRADE = 1.6% RUNNING SIDEWALK EXISTING GRADE = 1.3% RUNNING SIDEWALK EXISTING GRADE = 3.6% RUNNING SIDEWALK EXISTING (U.I.P.) GUY

d \ 8C DG D

ny li it d DESIGNED:

by d i l i I

ll t h h

i f i ti pon i b ility f

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

nd d

f h l ting

ny p

h by i f t h t t h T :\ W

tyB ig B nd B

i C

S t ti \ 0121794SR DR D W YD ET A I L SA dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

k ing \ 21113 01S t L

R E S U R F A C I NG B I G B E ND B OU LE VA R D

D ET A I L A D ET A I L S H EET S

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e O pb 07 23

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

j t d f

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

(U.I.P.) WV

TIE TO EXISTING DETAIL "B"

WALL (U.I.P.) CONCRETE

T.S.C.L. 529 SF P.R.I.M.U.S.S.E. 12 SF

26 + 00 25 + 00

BIG BEND BOULEVARD

LEGEND:

4" DECORATIVE SIDEWALK

BREAKLINE

TIE TO EXISTING

(U.I.P.) LP

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND NOTES:

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE REQUIRE MODIFICATIONS TO FORMWORK.

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

(U.I.P.) WM (U.I.P.) CO (U.I.P.) CO (U.I.P.) SIGN (T.B.A.) PULLBOX TRAFFIC N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

POSITIVE DRAINAGE.

h R E SP ON S I B I L I T Y S C A

ing \ M i

EXISTING R/W EXISTING R/W 15

d \ 8C DG D

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e DESIGNED:

h i h

ny li it d

ll t h h

D ET A I L B D ET A I L S H EET S (U.I.P.) UP (U.I.P.) BOLLARD (U.I.P.) BOLLARD (A.T.G.) PULLBOX TRAFFIC GRADE 20% RUNNING SIDEWALK EXISTING GRADE 14% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (U.I.P.) GSV

by d i l i I

i f i ti pon i b ility f

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

nd d

f h l ting

i f t h t t h T :\ W

ny p

S t ti \ 0131794SR DR D W YD ET A I L SB dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

tyB ig B nd B

i C

k ing \ 21113 01S t L

R E S U R F A C I NG B I G B E ND B OU LE VA R D

by O pb 07 23

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

j t d f

4" SIDEWALK REPLACEMENT

EXISTING R/W

EIDEWALK XISTING

WALL

RETAINING

26 + 00 27 + 00

EXISTING R/W TIE TO EXISTING TIE TO EXISTING

NOTES: LEGEND: BREAKLINE TRUNCATED DOMES 4"

TIE TO EXISTING TIE TO EXISTING

BIG BEND BOULEVARD

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

4ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, WITH THESE PROVISIONS

(TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB MAST ARM (U.I.P.) SIGNAL POST & PULLBOX (T.B.A.) LP (U.I.P.) E N TR . O LD HOU SE (U.I.P.) CONC. PULLBOX (U.I.P.) CONTROLLER (U.I.P.) PULLBOX (T.B.R.) CONC. PULLBOX PED P.B. (U.I.P.) SIGNAL POST & (R&R LOC. B.O.) CONC. PULLBOX P.R.I.M.U.S.S.E. 175 SF

EXISTING R/W

POSITIVE DRAINAGE

(UIP) VEGETATION (UIP) LP (UIP) LP (UIP) LP (UIP) LP (UIP) LP (UIP) VEGETATION (UIP)

EXISTING R/W

ing \ M i

by d i l i R E SP ON S I B I L I T Y S C A

ll t h h DESIGNED:

d \ 8C DG D

i f i ti pon i b ility f I

DECORATIVE SIDEWALK DETAIL "C" 16 (UIP) GSV (ATG) WSV (UIP) GSV P.R.I.M.U.S.S.E. 18 SF P.R.I.M.U.S.S.E. 90 SF P.R.I.M.U.S.S.E. 12 SF P.R.I.M.U.S.S.E. 60 SF P.R.I.M.U.S.S.E. 244 SF D ET A I L C D ET A I L S H EET S MH (A.T.G.) 23K2-025S GI (U.I.P.) 23KD-225D (UIP) RETAINING WALL (UIP) RETAINING WALL (U.I.P.) RETAINING WALL GRADE =0.7% RUNNING SIDEWALK EXISTING GRADE =1.4% RUNNING SIDEWALK EXISTING GRADE =0.7%SRUNNING

t t h l

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

nd d

f h l ting

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e k ing \ 21113 01S t L

R E S U R F A C I NG B I G B E ND B OU LE VA R D

S t ti \ 0141794SR DR D W YD ET A I L SC dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

h i h T :\ W

h tyB ig B nd B

h by i f t i C

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

ny li it d O pb 07 23

j t d f

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

3NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

REQUIRE MODIFICATIONS TO FORMWORK

PRIOR TO PLACEMENT OF CONCRETE ENGINEER MAY

2ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

1CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

29 + 00

NOTES:

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

REQUIRE MODIFICATIONS TO FORMWORK.

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

LEGEND: POSITIVE DRAINAGE.

BIG BEND BOULEVARD

T N

0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

by d i l i R E SP ON S I B I L I T Y S C A

ing \ M i

d \ 8C DG D

ll t h h DESIGNED:

i f i ti pon i b ility f by

S I

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

(U.I.P.) LP (U.I.P.) FH (U.I.P.) WM (U.I.P.) WM (U.I.P.) SPRINKLER EXISTING R/W EXISTING R/W (U.I.P.) SIGN (A.T.G.) WV (A.T.G.) TELE MH (A.T.G.) ELEC MH (U.I.P.) GUY TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING (U.I.P.) FENCE DETAIL "D" 17 P.R.I.M.U.S.S.E. 140 SF P.R.I.M.U.S.S.E. 66 SF (U.I.P.) CO (U.I.P.) LP (A.T.G.) WSV (A.T.G.) WSV (U.I.P.) WSV (A.T.G.) GSV P.R.I.M.U.S.S.E. 304 SF (U.I.P.) LP D ET A I L D D ET A I L S H EET S MH (A.T.G.) 23K2-027S CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. TRUNCATED DOMES GRADE 07% RUNNING SIDEWALK EXISTING GRADE 07% RUNNING SIDEWALK EXISTING GRADE = 07% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (U.I.P.) SIGN MAST ARM (U.I.P.) SIGNAL POST & MAST ARM (U.I.P.) SIGNAL POST & MAST ARM (U.I.P.) SIGNAL POST & (U.I.P.) CONC. PULLBOX (U.I.P.) CONC. PULLBOX PED P.B. (U.I.P.) SIGNAL POST & (U.I.P.) CONC. PULLBOX

i f t h t t h tyB ig B nd B

f h l ting

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e k ing \ 21113 01S t L

h i C

S t ti \ 0151794SR DR D W YD ET A I L SD dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

h i h T :\ W

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

ny li it d O pb 07 23

R E S U R F A C I NG B I G B E ND B OU LE VA R D

j t d f

nd d

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

N 39 26 27 W

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE REQUIRE MODIFICATIONS TO FORMWORK.

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

32 + 00 POSITIVE DRAINAGE. CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

T E

33 + 00

DETAIL "F"

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

BOULVARD EXISTING R/W EXISTING R/W (U.I.P.) SIGN (A.T.G.) PULLBOX TELEPHONE (U.I.P.) WM (U.I.P.) WM (T.B.R.&R.) SIGN (A.T.G) CO 18 LP (U.I.P.) (U.I.P.) LP (U.I.P.) VEGETATION (U.I.P.) GSV (U.I.P.) WSV (A.T.G.) GSV (A.T.G.) WSV (U.I.P.) WSV P.R.I.M.U.S.S.E. 359 SF MH (A.T.G.) 23K2-357D LEGEND: N 33 + 00

ing \ M i

by d i l i R E SP ON S I B I L I T Y S C A

ll t h h DESIGNED:

d \ 8C DG D

i f i ti pon i b ility f by

TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING N. OLD ORCHARD AVE BIG BEND BOULEVARD (T.B.R.&R.) SIGN (U.I.P.) SIGN (U.I.P.) SIGN (U.I.P.) SIGN (A.T.G.) PULLBOX TRAFFIC (A.T.G.) PULLBOX TRAFFIC 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' (T.B.R.&R.) SIGN EXISTING R/W EXISTING R/W (U.I.P.) LP (U.I.P.) LP (U.I.P.) WSV (A.T.G.) WSV (A.T.G.) WSV P.R.I.M.U.S.S.E. 18 SF (U.I.P.) SIGN MH (A.T.G.) 23K2-016S D ET A I L E & F D ET A I L S H EET S G R A D E 0 3 % R UN N I N G S I D E W A L K E X I S T I N G G R AD E 1 0 % R UNN I NG S I D E W A L K E X I S T I NG GRADE 10% RUNNING SIDEWALK EXISTING GRADE 17% RUNNING SIDEWALK EXISTING GRADE 05% RUNNING SIDEWALK EXISTING G R AD E 6 2 % R UN N I N G S I D E W A L K E X I S T I NG G R AD E 9 1 % R UNN I NG S I D E W A L K E X I S T I NG GRADE 10% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB TIE TO EXISTING EXISTING BUILDING RELOCATED) (T.B.R.& PULLBOX LIGHT (A.T.G.) GSV (T.B.R.) EX. CONCRETE STEP (T.B.R. & REPLACED) EX. CONCRETE STEP 2GISI (A.T.G.) 23K2-356D (U.I.P.) FH (U.I.P.) EX. CONCRETE STEP SAWCUT BREAKLINE 4" DECORATIVE SIDEWALK TRUNCATED DOMES GI (T.B.R.& RELOCATED) 23K2-467D (T.B.R.& RELOCATED) TRAFFIC PULLBOX

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

h l

S I

f h l ting

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e k ing \ 21113 01S t L

i f t h t t tyB ig B nd B

h i C

S t ti \ 0161794SR DR D W YD ET A I L SE F dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

h i h T :\ W

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

ny li it d O pb 07 23

R E S U R F A C I NG B I G B E ND B OU LE VA R D

j t d f

nd d

NOTES: LOG CABIN LN TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING DETAIL "E"

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

BIG BEND

EXISTING R/W EXISTING R/W

36 + 00 35 + 00

NOTES:

LEGEND:

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

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE REQUIRE MODIFICATIONS TO FORMWORK.

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

POSITIVE DRAINAGE.

BIG BEND BOULEVARD

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

BREAKLINE CONCRETE ROADWAY/DRIVEWAY REPLACEMENT TRUNCATED DOMES (U.I.P.) SIGN (U.I.P.) PULLBOX TRAFFIC (A.T.G.) PULLBOX TELEPHONE (U.I.P.) SIGN (A.T.G.) PULLBOX TRAFFIC (U.I.P.) SIGN (T.B.R.&R.) SIGN (A.T.G.) PULLBOX TELEPHONE TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING (U.I.P.) LP EXISTING R/W EXISTING R/W 19 GSV (A.T.G.) (U.I.P.) LP (U.I.P.) LP LP (U.I.P.) (U.I.P.) LP (U.I.P.) GSV (U.I.P.) WSV (A.T.G.) GSV (U.I.P.) WM P.R.I.M.U.S.S.E. 33 SF P.R.I.M.U.S.S.E. 43 SF P.R.I.M.U.S.S.E. 122 SF P.R.I.M.U.S.S.E. 136 SF GI (A.T.G.) 23K2-284D MH (A.T.G.) 23K2-009S (U.I.P.) BOLLARD GRADE 12% RUNNING SIDEWALK EXISTING GRADE 09% RUNNING SIDEWALK EXISTING GRADE 06% RUNNING SIDEWALK EXISTING GRADE 14% RUNNING SIDEWALK EXISTING GRADE = 08% RUNNING SIDEWALK EXISTING G EDAR 2 %3 INNURGN ISWED KLA IXEITSGN G R AD E 1 8 % R UNN I NG S I D E W A L K E X I S T I NG (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (A.T.G.) PULLBOX TRAFFIC RELOCATED) (T.B.R.& TRAFFIC PULLBOX (U.I.P.) BOLLARD RELOCATED) (T.B.R.& TRAFFIC PULLBOX 10•" DIA.

ing \ M i

d \ 8C DG D

ll t h h R E SP ON S I B I L I T Y S C A

i f i ti pon i b ility f DESIGNED:

i f t h t t h l

S by

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

i I

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

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

R E S U R F A C I NG B I G B E ND B OU LE VA R D

f h l ting

h tyB ig B nd B

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

ny li it d T :\ W

h i h k ing \ 21113 01S t L

S t ti \ 0171794SR DR D W YD ET A I L SG dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

by d i l i O pb 07 23

D ET A I L G D ET A I L S H EET S

j t d f

nd d

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DETAIL "G" MURDOCH AVE TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING

LOC # 23K640441 N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' 37 + 00

TIE TO EXISTING TIE TO EXISTING

OAKWOOD AVE BIG

NOTES: DETAIL "H"

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

REQUIRE MODIFICATIONS TO FORMWORK.

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

BEND BOULEVARD EXISTING R/W (U.I.P.) FH (T.B.R.&R.) SIGN (U.I.P.) UP (U.I.P.) SIGN (U.I.P.) UP (A.T.G.) PULLBOX TRAFFIC 37 + 00 TIE TO EXISTING BIG BEND BOULEVARD LEGEND: EXISTING R/W N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' (U.I.P.) PULLBOX TRAFFIC DETAIL

"I"

POSITIVE DRAINAGE.

by d i l i R E SP ON S I B I L I T Y S C A

ing \ M i

ll t h h DESIGNED:

d \ 8C DG D

i f i ti pon i b ility f I

D ET A I L H & I D ET A I L S H EET S M A T C H L I N E S EE D ET A I L J EXISTING R/W EXISTING R/W 20 LP (U.I.P.) GSV (A.T.G.) (A.T.G.) PULLBOX TRAFFIC (U.I.P.) LP (U.I.P.) VEGETATION (U.I.P) UP (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) GSV (U.I.P.) WM (U.I.P.) CO P.R.I.M.U.S.S.E. 380 SF P.R.I.M.U.S.S.E. 36 SF CI (A.T.G.) 23K2-296D CI (U.I.P.) 23K2-288D GI (A.T.G.) 23K2-286D DCI (A.T.G.) 23K2-286D (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV (U.I.P.) LP GRADE 05% RUNNING SIDEWALK EXISTING GRADE 13% RUNNING SIDEWALK EXISTING G R AD E 10 5 % R UNN I NG S I D E W A L K E X I S T I NG GRADE 11% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB SEE DETAIL "J" P.R.I.M.U.S.S.E. (A.T.G.) MH (PER MSD MAP) 23K2-297D BREAKLINE TRUNCATED DOMES CONCRETE ROADEWAY/DRIVEWAY REPLACEMENT 4" SIDEWALK REPLACEMENT

t t h l

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

nd d

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e k ing \ 21113 01S t L

R E S U R F A C I NG B I G B E ND B OU LE VA R D

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

S t ti \ 0181794SR DR D W YD ET A I L SH I dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

ny li it d O pb 07 23

h i h T :\ W

h by i f t i C

h tyB ig B nd B

j t d f

f h l ting

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DETAIL

"J"

BIG BEND BOULEVARD

38 + 00

LEGEND:

4" SIDEWALK REPLACEMENT

TRUNCATED DOMES CONCRETE ROADEWAY/DRIVEWAY REPLACEMENT

BREAKLINE

NOTES:

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

REQUIRE MODIFICATIONS TO FORMWORK.

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

DRAINAGE.

POSITIVE

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

ny li it d R E SP ON S I B I L I T Y S C A

(A.T.G) CO (U.I.P.) UP EXISTING R/W (U.I.P) WM (T.B.R&R.) SIGN (U.I.P) UP M A T C H L I N E S EE D ET A I L I EXISTING R/W 21 TIE TO EXISTING (A.T.G.) WSV (A.T.G.) WSV (U.I.P) WSV GRADE 13% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (U.I.P.) LP P.R.I.M.U.S.S.E. 504 SF

ing \ M i

d \ 8C DG D

by d i l i DESIGNED:

ll t h h by

i f i ti pon i b ility f I

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

nd d

f h l ting

i f t h t t h i C

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e T :\ W

tyB ig B nd B

h k ing \ 21113 01S t L

S t ti \ 0191794SR DR W YD ET A I L SJ dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

P-XXMSD-XXXXX 22J, 22K, 23K OF 26

R E S U R F A C I NG B I G B E ND B OU LE VA R D

D ET A I L J D ET A I L S H EET S

h i h O pb 07 23

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

j t d f

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

DETAIL "K"

+ 00

46 + 00 45

BIG BEND BOULEVARD

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND NOTES:

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE REQUIRE MODIFICATIONS TO FORMWORK.

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

POSITIVE DRAINAGE.

TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5'

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CHA M B ER LA IN P L EXISTING R/W EXISTING R/W (U.I.P.) UP (U.I.P.) SIGN (U.I.P.) SIGN (U.I.P.) UP (T.B.R.&R.) SIGN (U.I.P.) WM (U.I.P.) SIGN (U.I.P.) UP (U.I.P.) CO 22 (U.I.P.) SPRINKLER SIGN (T.B.R.&R.) (U.I.P.) VEGETATION (A.T.G.) GSV (A.T.G.) WSV (U.I.P.) WSV (A.T.G.) GSV P.R.I.M.U.S.S.E. 34 SF P.R.I.M.U.S.S.E. 27 SF (U.I.P.) GSV CI (A.T.G.) 22K3-264D MH (U.I.P.) 22K3-267D (U.I.P.) GI GRADE = 05% RUNNING SIDEWALK EXISTING GRADE 40% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB GRADE 30% RUNNING SIDEWALK EXISTING GRADE 28% RUNNING SIDEWALK EXISTING (U.I.P.) WSV (U.I.P.) CO (U.I.P.) SIGN (U.I.P.) CO (U.I.P.) SIGN (U.I.P.) WSV (U.I.P.) UP (U.I.P.) GSV (U.I.P.) WSV (U.I.P.) GSV (U.I.P.) WSV (U.I.P.) WSV EXISTING R/W EXISTING R/W TIE TO EXISTING TIE TO EXISTING (TYP.) TYPE A VERTICAL CURB CURB & GUTTER 2' WIDE VERTICAL REMOVE & REPLACE 2' WIDE ROLLED LIP CURB REMOVE & REPLACE P.R.I.M.U.S.S.E. 39 SF P.R.I.M.U.S.S.E. 40 SF LEGEND: BREAKLINE TRUNCATED DOMES CONCRETE ROADEWAY/DRIVEWAY REPLACEMENT 4" SIDEWALK REPLACEMENT D ET A I L K D ET A I L S H EET S

P-XXMSD-XXXXX 22J, 22K, 23K OF 26 N/F

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h i h O pb 07 23

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

R E S U R F A C I NG B I G B E ND B OU LE VA R D

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PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

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

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND NOTES:

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

POSITIVE DRAINAGE.

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e R E SP ON S I B I L I T Y S C A

S t ti \ 0221794SR DR D W YD ET A I L SM

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55 + 00 DETAIL "N" 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' N EXISTING R/W (U.I.P.) WM (A.T.G.) CO (U.I.P.) UP LEGEND: M A T C H L I N E S EE D ET A I L O CONCRETE ROADWAY/DRIVEWAY REPLACEMENT 6" SIDEWALK REPLACEMENT 4" SIDEWALK REPLACEMENT (A.T.G.) PULLBOX TRAFFIC 24 (U.I.P.) WSV (U.I.P.) WSV (A.T.G.) GSV P.R.I.M.U.S.S.E. 221 SF T.S.C.L. 489 SF P.R.I.M.U.S.S.E. 418 SF T.S.C.L. 108 SF (A.T.G.) WSV D ET A I L M & N D ET A I L S H EET S MH (A.T.G.) 22J4-062S (U.I.P.) SIGN N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' 53 + 00 54 + 00 TIE TO EXISTING TIE TO EXISTING DETAIL "M" BIG BEND BOULEVARD EXISTING R/W EXISTING R/W (U.I.P.) UP (U.I.P.) UP (U.I.P.) SIGN (U.I.P.) FH (A.T.G.) WSV T.S.C.L. 203 SF (U.I.P.) SIGN (U.I.P.) PULLBOX TRAFFIC (U.I.P.) BOLLARD (U.I.P.) BOLLARD (U.I.P.) BOLLARD (U.I.P.) BOLLARD (U.I.P.) BOLLARD GRADE = 13% RUNNING SIDEWALK EXISTING GRADE 10% RUNNING SIDEWALK EXISTING (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB TRAFFIC PULLBOX (A.T.G.) EXISTING R/W

P-XXMSD-XXXXX 22J, 22K, 23K OF 26 BIG BEND BOULEVARD

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N dgn STP-5537(624) P U B L I C W O R K S T R AN SP O R T A T I ON 02D E C2021

h O pb 07 23

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

R E S U R F A C I NG B I G B E ND B OU LE VA R D

REQUIRE MODIFICATIONS TO FORMWORK.

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

2.ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

3.NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND

POSITIVE DRAINAGE.

(U.I.P.) CO (U.I.P.) SIGN TYPE A VERTICAL CURB (TYP.) BY OTHERS) (T.B.R. & RELOCATED WM MAST ARM (T.B.R.) SIGNAL POST & (T.B.R.) CONC. PULLBOX BY OTHERS) RELOCATED (T.B.R. & GUY

DETAIL "P"

BIG BEND BOULEVARD

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' LEGEND:

ny li it d R E SP ON S I B I L I T Y S C A

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P-XXMSD-XXXXX 22J, 22K, 23K OF 26

h i h O pb 07 23

02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

R E S U R F A C I NG B I G B E ND B OU LE VA R D

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REQUIRE MODIFICATIONS TO FORMWORK.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

NOTES: (U.I.P.) SIGN (U.I.P.) SIGN (U.I.P.) GUY (T.B.R.&R.) SIGN EXISTING R/W (U.I.P.) UP (U.I.P.) UP (U.I.P.) GUY (U.I.P.) SIGN TIE TO EXISTING TIE TO EXISTING 25 P.R.I.M.U.S.S.E. 38 SF T.S.C.L. 200 SF 57 + 00 56 + 00 (A.T.G.) GSV BIG BEND BOULEVARD NORTH LACLEDE STATION ROAD N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' DETAIL "O" 57 + 00 56 + 00 EXISTING R/W TYPE A VERTICAL CURB (TYP.) (U.I.P.) UP M A T C H L I N E S EE D ET A I L " N " (U.I.P.) UP SEE DETAIL "N" T.S.C.L. (A.T.G.) PULLBOX TRAFFIC TIE TO EXISTING (TYP.) TYPE A VERTICAL CURB (T.B.R.&R.B.O.) GUY GSV (A.T.G.) (A.T.G.) GSV (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV T.S.C.L. 381 SF P.R.I.M.U.S.S.E. 357 SF CI (U.I.P.) 22J4-208D D ET A I L O & P D ET A I L S H EET S 6" SIDEWALK REPLACEMENT 4" SIDEWALK REPLACEMENT DRIVEWAY REPLACEMENT CONCRETE ROADWAY/ TRUNCATED DOMES

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P-XXMSD-XXXXX 22J, 22K, 23K OF 26

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02-DEC-2021 T. BREWINGTON T. BREWINGTON D. RIECK

T :\ W

R E S U R F A C I NG B I G B E ND B OU LE VA R D

i f t h t t h O pb 07 23

80 ( M I N ) W I D T H VA R I E S ( 1 ) E X I S T I NG W A L K R E M OV E W I D T H VA R I E S E X I S T I NG G R OUND E X C AVA TE EXISTING CURB (U.I.P.) EXISTING CURB (U.I.P.) 80 ( M I N ) W I D T H VA R I E S E X I S T I NG G R OUND E X C AVA TE W I D T H VA R I E S ( 1 ) E X I S T I NG W A L K R E M OV E EXISTING CURB (U.I.P.) 80 ( M I N ) SEE NOTE 1 7'-0" MIN. SEE NOTE 1 7'-0" MIN. 1/2" PREMOULDED EXPANSION MATERIAL 1/2" PREMOULDED EXPANSION MATERIAL EXISTING WALK IF PRESENT (TYP.) FULL DEPTH SAW CUT EXISTING WALK IF PRESENT (TYP.) FULL DEPTH SAW CUT 1/2" PREMOULDED EXPANSION MATERIAL 1/2" PREMOULDED EXPANSION MATERIAL WITH GRASS BUFFER NEW BUS PAD AT SIDEWALK WITHOUT GRASS BUFFER NEW BUS PAD AT SIDEWALK WITHOUT SIDEWALK NEW BUS PAD REQUIREMENTS. SLAB, IF NESSESSARY, TO MEET ADA SLOPE REMOVE AND REPLACE ADJACENT SIDEWALK (1) REQUIREMENTS. SLAB, IF NESSESSARY, TO MEET ADA SLOPE REMOVE AND REPLACE ADJACENT SIDEWALK (1) A A A A A A SECTION A-A 8'-0" MIN. VARIES VARIES 1/2" PREMOULDED EXPANSION MATERIAL EXISTING CURB (U.I.P.) PREPARED SUBGRADE SIDEWALK 4" THICK CONCRETE 15"MAX SLOPE 15 MAX SLOPE BE MADE AT EXISTING JOINTS. ALL FULL DEPTH SAW CUTS TO 1. NOTES: 1/2" PREMOULDED EXPANSION MATERIAL 7'-0" MIN. 4" TYPE 5 AGGREGATE BASE C ON S T R U C T I ON D ET A I L S AND S I D E W A L K B U S S T O P P AD THIS SHEET (OPTIONAL) 1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL) 1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL) 1/2" PREMOULDED EXPANSION MATERIAL (OPTIONAL) 1/2" PREMOULDED EXPANSION MATERIAL NOT TO SCALE 26 FEDERAL PROJECT NO. AR-1794 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963A-23 R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

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