Big Bend Preliminary Plans by STLCOGOV

ST. LOUIS COUNTY PROJECT NO. AR-1800

FEDERAL PROJECT NO. STP-5537(625)

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A R S R E S U R F A C I NG B I G B E ND R OAD

S t ti \ 0011800SR D01T I TLE S H EET dgn STP-5537(625) OF 31

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

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) = 2019 N/A 40 MPH 35 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 N 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 20,650 21,710 LOCATION PROJECT 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 BIG BEND ROAD C OU C H AV E MINOR ARTERIAL C OU C H AV E HU T H M AK E R AV E F O R E S T AV E E A S T V I E W AV E 0.96 0.96 M A R YHU R S T D R K I R K W OOD R D G E Y E R R D ASHWOOD LN. PROSPECT AVE. 24M, 24N, 25M, 25N 44 270 G E Y E R R D BIG BEND RD. R D K D R M A E V I LLE C T DAN W O R T H 151+15.23 #58X - TWIN OAKS EXPRESS #56 KIRKWOOD WEBSTER #21 WATSON ROAD BUS ROUTES: AND 23 FEET WEST OF THE CENTERLINE OF COUCH AVENUE AVENUE; ROUGHLY 33 FEET SOUTH OF THE CENTERLINE OF BIG BEND ROAD SIGNAL MAST OF THE SOUTHWEST CORNER OF BIG BEND ROAD AND COUCH FOUND SQUARE ON THE TOP NORTH SIDE OF CONCRETE BASE FOR TRAFFIC NAVD88(SLC2011A) ELEV = 669.79 FTUS 18345 32 FEET NORTH OF THE CENTERLINE OF BIG BEND ROAD. ISLAND, ROUGHLY 30 FEET WEST OF THE CENTERLINE OF GEYER ROAD AND CURB FACE OF ISLAND, 1.7 FEET NORTH OF THE SOUTH CURB FACE OF EAST GEYER ROAD ONTO WESTBOUND BIG BEND ROAD; 1.2 FEET WEST OF THE ISLAND SITUATED SOUTHEAST OF THE RIGHT TURN LANE FROM SOUTHBOUND FOUND CROSS NEAR THE SOUTHEAST CORNER OF A CONCRETE TRAFFIC NAVD88(SLC2011A) ELEV = 635.07 FTUS 18336 CENTERLINE OF BIG BEND ROAD. 115' WEST OF CENTRLINE OF MARYHURST DRIVE AND 35' SOUTH OF "L" ON NORTHWEST CORNER OF THE BOTTOM STEP TO APARTMENTS; NAVD88(SLC2011A) ELEV = 642.84 FTUS 18103 (ADD 0.30 FEET TO PROJECT ELEVATION TO RELATE PROJECT TO NGVD29.) ST. LOUIS COUNTY BENCHMARK: 100+67.45 5,047.78 0 0 5,047.78 APPROVED: Acting Director Stephanie Leon Streeter, P.E. DATE: 1 T I TLE AND I ND E X S H EET STA. 151+15.23 END PROJECT STA. 100+67.45 BEGIN PROJECT DESIGN AADT (2029):

TRUCK PERCENTAGE (T) = 5.0% (7 SHEETS NOT NUMBERED) CONTROL DEVICES STANDARD TRAFFICCONSTRUCTION DETAILS BUS STOP PAD AND SIDEWALK 31 DETAIL SHEETS 17-30 INTERSECTION DETAILS SHEETS 15-16 PLAN SHEETS 5-14 SPECIAL NOTES 4 TYPICAL SECTIONS 2-3 TITLE AND INDEX SHEET 1 FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 ROAD ARS RESURFACING

PRELIMINARY PLANS FOR

PROJECT BIG BEND ROAD MAINLINE

TYPICAL SECTION 1 (WITH TURNING LANE ONLY)

AT GEYER ROAD CUT-THROUGH

TYPICAL SECTION 3

STA. 129+14.59 TO STA. 130+48.85

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A R S R E S U R F A C I NG B I G B E ND R OAD

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

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 ( S H EET 1 O F 2 ) T Y P I C A L S E C T I ON S BY ENGINEER) (AS DEEMED NECESSARY PAVEMENT AND JOINT REPAIRS 2 CL THRU LANE THRU LANE R/W 0.50' ± ± ± ± PAVEMENT EXIST. ASPHALT VARIES O'-11' VARIES O'-11' 6.00' SIDEWALK PAVEMENT EXIST. ASPHALT 1:1 15' R/W WIDTH VARIES

101+54.51

135+10.79

BIG BEND ROAD MAINLINE PAVEMENT STA.

TO STA.

AND STA. 146+58.74 TO STA. 151+15.23

PAVEMENT ± ± ± ± THRU LANE THRU LANE TURN LANE THRU LANE THRU LANE SIDEWALK SIDEWALK R/W R/W CL 2% OR VARIES 2% OR VARIES TREE LAWN VARIES 0'-3' VARIES 4'-6' 12.0' 12.0' 12.0' 12.0' 30'-40' VARIES TREE LAWN VARIES 0'-3' VARIES 4'-6' AGGREGATE BASE EXIST. EXIST. CURB AND GUTTER PAVEMENT EXIST. ASPHALT PAVEMENT EXIST. CONC. 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 30'-35' 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 RAILROAD 12.0'± STA. 100+67.45 TO STA. 101+54.51 AND STA. 135+10.79 TO STA. 146+58.74 TYPICAL SECTION 2 BEGINNING OF PROJECT TO COUCH AVE. AND MAEVILLE DR. TO MARYHURST DR. BIG BEND ROAD MAINLINE PAVEMENT ASPHALT (SS-1H) TACK-EMULSIFIED ASPHALT (SS-1H) TACK-EMULSIFIED MILL 3" SIDEWALK VARIES 4'-6' 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 SIGNIFICANTLY 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-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i

COUCH AVE. TO MAEVILLE DR. AND MARYHURST DR. TO END OF

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NOTE:

THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE

GUIDANCE TO THE LIMITS OF THE PAVEMENT REHABILITATION

OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN

WERE PLOTTED FROM EXISTING RECORDS AND 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.

BIG BEND ROAD TO STA. 203+24.26

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A R S R E S U R F A C I NG B I G B E ND R OAD

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

( S H EET 2 O F 2 ) T Y P I C A L S E C T I ON S 3 CL

CL VARIES 0'-11' ± VARIES 0'-10' ± 12.0' ± 12.0' ± 12.0' ± VARIES 0'-11' ± TURN LANE MEDIAN STRIPED CHANNELIZED THRU LANE TURN LANE THRU LANE THRU LANE VARIES 11'-22' ± THRU LANE TREE LAWN VARIES 0'-6' SIDEWALK 4.0' ± TURN LANE THRU LANE THRU LANE VARIES 0'-13' TREE LAWN 4.0' ± SIDEWALK VARIES 0'-6' TREE LAWN SIDEWALK VARIES 4'-5' ± (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 EXIST. CURB AND GUTTER PAVEMENT EXIST. ASPHALT MILL 3" PAVEMENT EXIST. CONC. BY ENGINEER) (AS DEEMED NECESSARY PAVEMENT AND JOINT REPAIRS AGGREGATE BASE EXIST. ASPHALT (SS-1H) TACK-EMULSIFIED EXIST. CURB AND GUTTER TYPICAL SECTION 5

(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 EXIST. CURB AND GUTTER PAVEMENT EXIST. ASPHALT MILL 3" PAVEMENT EXIST. CONC. TYPICAL SECTION 4

200+40.52

BIG BEND ROAD

ROAD MAINLINE PAVEMENT BY ENGINEER) (AS DEEMED NECESSARY PAVEMENT AND JOINT REPAIRS AGGREGATE BASE EXIST. ASPHALT (SS-1H) TACK-EMULSIFIED EXIST. CURB AND GUTTER FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i j t

GEYER ROAD MAINLINE PAVEMENT

STA.

GEYER

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COMPLETED BETWEEN AUGUST AND DECEMBER 2020. DUE TO HEAVY EXPERIENCED IN THIS TYPE OF WORK. THE FIELD INVESTIGATION WAS EVALUATION OF BIG BEND ROAD BY DEPARTMENTAL PERSONNEL

THE CONTRACTORS WILL BE COMPENSATED ON THE BASIS OF THE ACTUAL ACCORDANCE WITH THE GENERAL GUIDELINES SHOWN IN THE SPECIFICATIONS. VARIOUS OPERATIONS REQUIRED TO COMPLETE THE IMPROVEMENTS IN DIRECT THE CONTRACTOR AS TO THE AMOUNT AND THE EXTENT OF THE COMMENCEMENT OF CONSTRUCTION, THE COUNTY RESIDENT ENGINEER WILL TRAFFIC VOLUMES, MANY CHANGES MAY BE EXPECTED THROUGH

FINAL QUANTITIES OF THE VARIOUS PAY ITEMS AS DETERMINED BY THE

ENGINEER.

THE UNDERGROUND UTILITIES IF SHOWN HEREIN WERE PLOTTED FROM

BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD PRIOR OTHER UTILITIES. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL EXISTENCE, NONEXISTENCE, SIZE, TYPE, NUMBER, OR LOCATION OF THESE OR AVAILABLE INFORMATION AND DO NOT NECESSARILY REFLECT THE ACTUAL

THESE PROVISIONS SHALL IN NO WAY ABSOLVE ANY PARTY FROM TO ANY GRADING, EXCAVATION, OR CONSTRUCTION OF ANY IMPROVEMENTS.

PREVENTION ACT, CHAPTER 319, RSMO. COMPLYING WITH THE UNDERGROUND FACILITY SAFETY AND DAMAGE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ST. LOUIS

COUNTY DEPARTMENT OF TRANSPORTATION, DIVISION OF OPERATIONS

REPAIRS SHALL BE MADE AT THEIR COST BY AN ELECTRICAL CONTRACTOR SIGNAL CONDUIT. IN THE EVENT THE CONTRACTOR DAMAGES THE CONDUIT, OF CONSTRUCTION WORK FOR LOCATING AND SPOTTING EXISTING TRAFFIC (SIGNALS SECTIONS), AT 314-615-0215, A MINIMUM OF 48 HOURS IN ADVANCE

AS DIRECTED BY ST. LOUIS COUNTY.

PUBLIC SEWER MAINTENANCE:

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.

REMOVE REPLACE OR REHAB NOTE:

STRUCTURE WILL BE DETERMINED BY THE MSD FIELD INSPECTOR. IF THE THE REMOVAL AND REPLACEMENT, OR REHABILITAION OF THE EXISTING

STRUCTURE IS DETERMINED TO REMAIN IN PLACE, THEN THE TOP SHALL BE

ADJUSTED TO GRADE, IF NEEDED.

OVERLAY AREAS. SEE DETAIL SHEET #59 IN MSD'S STANDARD CONSTRUCTION

SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009).

STANDARD CONSTRUCTION: INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO.

CONFORM TO THE METROPLITAN ST. LOUIS SEWER DISTRICT, STANDARD

2009. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES,

BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD INSPECTION, SHALL ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:

PROJECT DISTRURBANCE = XX.XX ACRES

PROJECT RUNOFF DIFFERENTIAL = XX.XX CFS

ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON

THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD

A MINIMUM 6 INCH CURB OPENING SHALL BE MAINTAINED AT ALL INLETS IN AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN. REGULATION IN PLACE AT THAT TIME (INCLUDING TOTAL LAND DISTURBANCE

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A R S R E S U R F A C I NG B I G B E ND R OAD

23-NOV-2021 D. RIECK

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

4 ( S H EET 1 O F 1 ) SP E C I A L NO TE S

FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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:

THE SCOPE FOR WORK AND ESTIMATED QUANTITIES ARE BASED UPON DETAILED SURVEY PLANS FOR THIS PROJECT HAVE BEEN PREPARED AND

KEYED NOTES: LEGEND:

REPORT # 21-281354-KEE LOC # 24N220205 BOOK 22076 PAGE 1279 949 COUCH AVE HETLAGE WILLIAM L N/F

LOC#24N220214 BOOK22268PAGE1838 945COUCHAVE SCHILDZJEANM N/F REPORT # 21-281355-KEE LOC # 24N310274 BOOK 5156 PAGE 63 11333 BIG BEND BLVD JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F

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

BIG BEND ROAD

2 3 4 5

67 66 L O C # 24 N 220162 B OOK 19816 P AG E 1313 11516 B I G B E ND B L VD R I TZE R T TE RR Y A & L O I S F H / W N / F LOC # 24N220151 BOOK 12642 PAGE 1203 11520 BIG BEND BLVD RITZERT TERRY A LOIS F H/W N/F LOC # 24N220173 BOOK 21292 PAGE 2147 11526 BIG BEND BLVD MCCOLLUM GREGG N/F LOC # 24N220184 BOOK 20984 PAGE 1612 11530 BIG BEND BLVD BISHOP SUSAN E N/F REPORT # 21-281353-KEE LOC # 24N220195 BOOK 19949 PAGE 1824 1004 COUCH AVE BUCHEK CHRISTINA M REV TRUST N/F REPORT # 21-281352-KEE LOC # 24N220131 BOOK 17450 PAGE 3430 1003 COUCH AVE MEESEY JOHN N & GERALYN A H/W N/F

1 0 00

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M A T C H L I N E 105 + 00 5 BOA-E = 30,201.58 BOA-N = 26,561.82 BOA STA. = 100+00.00 ALIGNMENT BIG BEND ROAD BEGINNING OF 4" SIDEWALK REPLACEMENT. WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE N89°33'32"E N89°28'11"E 1 R = 20.00 T = 0.02 L = 0.03 D = 286° 28' 44" = 0° 05' 21" (LT) PT STA. = 101+54.53 PC STA. = 101+54.50 PI-E = 26,716.3238 PI-N = 30,200.1455 PI STA. = 101+54.51 CURVE 1 DATA

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( 1 O F 10 ) P L AN S H EET S BUS PAD NEW 7'x8' BUS PAD NEW 7'X9' SEE DETAIL "A" C OU C H AV E NU E EXIST R/W EXIST R/W EXIST R/W EXIST R/W REPLACE CURB P.R.I.M.U.S.S.E T.S.C.L. T.S.C.L. CURVE 1 P C 101 + 54 50 P T 101 + 54 53 P.R.I.M.U.S.S.E P.R.I.M.U.S.S.E CI (A.T.G.) 24N3-052D DCI (A.T.G.) 24NS-053D MH (U.I.P.) 24N3-059D MH (A.T.G.) 24N3-073S DCI (U.I.P.) 24N3-058D MH (A.T.G.) 24N3-056D CI (A.T.G.) 24N3-149D CI (A.T.G.) 24N3-055D MH (A.T.G.) 24N3-075S MH (A.T.G.) 24N3-074S MH (A.T.G.) 24N3-148D MH (A.T.G.) 24N3-054D DCI (U.I.P.) 24N3-147D STA. 100+67.45 BEGIN PROJECT STA. 100+00.00 ALIGNMENT BIG BEND ROAD BEGINNING OF 2 ADA COMPLIANT CURB RAMP 2 2

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23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

f h l ting

LEGEND:

REPLACE

DEFICIENT

CONCRETE

KEYED NOTES:

REPLACEMENT. WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER)

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. 6" SIDEWALK REPLACEMENT. 4" SIDEWALK

1 0 5 + 0 0

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REPORT # 21-281355-KEE LOC # 24N310274 BOOK 5156 PAGE 63 11333 BIG BEND BLVD JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F REPORT # 21-281355-KEE LOC # 24N310274 BOOK 5156 PAGE 63 11333 BIG BEND BLVD JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F M A T C H L I N E 110 + 50

10 6 + 0 0

1 07 0 0

66 66 6

1 08 0 0

ing \ M i

7 8 9 10 11

12 L O C # 24 N 220162 B OOK 19816 P AG E 1313 11516 B I G B E ND B L VD R I TZE R T TE RR Y A & L O I S F H / W N / F LOC # 24N220096 BOOK 20212 PAGE 220 11510 BIG BEND BLVD VOETGLI HULSEY INVESTMENTS LLC N/F REPORT # 21-281356-KEE LOC # 24N220074 BOOK 12108 PAGE 1695 11500 BIG BEND BLVD DOBSON BETTY J TRUSTEE ETAL N/F REPORT # 21-281357-KEE LOC # 24N220553 BOOK 9605 PAGE 2175 1002 HUTHMAKER RD DELAET JIMMY C& DORIS REED T/E N/F LOC # 24N220562 BOOK 15837 PAGE 1388 11416 BIG BEND BLVD TIERNEY MATTHEW & NANCY CHRISTINE H/W N/F LOC # 24N220085 BOOK 22588 PAGE 917 11406 BIG BEND RD HANKINS MICHAEL N/F R E P O R T # 21281358K EE L O C # 24 N 220517 B OOK 20588 P AG E 730 11400 B I G B E ND B L VD HOU S T ON F R ANK & R E B E CC A H / W N / F

1 09 00 11 0 0 0 0 106 00 0 7 00 0 8 00 110 00 1 N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'

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

i f t h t t h d \ 8C DG D

ll t h h DESIGNED:

i f i ti pon i b ility f I

M A T C H L I N E 105 + 00 6 1 HU T H M AK E R R O A D BIG BEND ROAD ( 2 O F 10 ) P L AN S H EET S SEE DETAIL "B" SEE DETAIL "E" SEE DETAIL "D" N89°33'32"E T.S.C.L. P.R.I.M.U.S.S.E. REPLACE CURB T.S.C.L. P.R.I.M.U.S.S.E. T.S.C.L. P.R.I.M.U.S.S.E. T.S.C.L. P.R.I.M.U.S.S.E. SEE DETAIL "C" CI (A.T.G.) 24N3-057D DCI (U.I.P.) 24N3-151D DCI (U.I.P.) 24N3-152D MH (A.T.G.) 24N3-072S DCI (A.T.G.) 24N3-154D MH (U.I.P.) 24N3-153D EXIST R/W EXIST R/W EXIST R/W 2 ADA COMPLIANT CURB RAMP

nd d

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

by tyB ig B nd R

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 02S t L

h i C

h i h T :\ W

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

j t d f

f h l ting

OR REPAIR

LEGEND:

KEYED NOTES:

REPORT # 21-281363-KEE LOC # 24N310203 PARCEL 4 BOOK 7949 PAGE 672 11325 BIG BEND BLVD BUILDING CORPORATION JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F REPORT # 21-281363-KEE LOC # 24N220544 PARCEL 3 BOOK 7949 PAGE 672 11329 BIG BEND BLVD BUILDING CORPORATION JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F

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

S t ti \ 0071800SR DR D W Y

65 12

11 1 + 0 0 11 2 + 00

64 R E P O R T # 21281 358K EE L O C # 24 N 2205 17 B OOK 205 88 P AG E 730 1140 0 B I G B E N D B L VD HO U S T O N F R A NK & R E B E CC A H / W N / F REPORT # 21-281359-KEE LOC # 24N220113 BOOK 23280 PAGE 1059 1006 FOREST AVE 4MYCASH.COM LLC N/F LOC # 24N220052 BOOK 17011 PAGE 534 11324 BIG BEND RD ONEAL DARLENE N/F LOC # 24N310186 BOOK 20295 PAGE 1450 11318 BIG BEND BLVD ONEAL SHAWN T N/F LOC # 24N310102 BOOK 22790 PAGE 2036 11310 BIG BEND BLVD HULSEY THOMAS H II ETAL J/T N/F LOC # 24N310098 BOOK 22050 PAGE 1070 11304 BIG BEND BLVD BELLLM MICHAEL H ETAL N/F REPORT # 21-281360-KEE LOC # 24N310111 BOOK 22639 PAGE 872 1001 EASTVIEW DR HULSEY TOM III ETAL N/F

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

ing \ M i

d \ 8C DG D

1 1 3 + 0 0

114 0 0

1 1 4 + 0 0 115 + 00 116 + 00 0 0

1 1 6 0 0 1 1

13 14 15 16 17 18

REPORT # 21-281361-KEE LOC # 24N310322 BOOK 9275 PAGE 1118 11262 BIG BEND BLVD GNOJEWSKILAWRENCE&M JANETLIVINGTR N/F

ll t h h I

by d i l i DESIGNED:

i f i ti pon i b ility f

M A T C H L I N E 116 + 00 M A T C H L I N E 110 + 50 E A S T V I E W D R I V E 7 CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. 4" SIDEWALK REPLACEMENT. WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE CURVE 2 R 2000 T 002 L = 005 D 286 28 44" 0 07'58"(LT) PT STA 115+1476 PC STA 115+1471 PI-E = 28,07651 PI-N 3018967 PISTA 115+1474 CURVE 2 DATA 1 RETAINING WALL MODULAR BLOCK BIG BEND ROAD RETAINING WALL RAILROAD TIE ( 3 O F 10 ) P L AN S H EET S N89 33'32"E BUS PAD NEW 7'X8.5' BUS PAD NEW 7'X8.5' REPLACE CURB 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. P.R.I.M.U.S.S.E. T.S.C.L. T.S.C.L. P.R.I.M.U.S.S.E. P C 115 + 14 71 P T 115 + 14 76 SEE DETAIL "E" MH (U.I.P.) 24N3-119S CI (A.T.G.) 24N3-155D MH (A.T.G.) 24N3-051D MH (A.T.G.) 24N3-049D MH (A.T.G.) 24N3-126S SEE DETAIL "F" MH (A.T.G.) 24N3-071S DCI (U.I.P.) 24N3-046D MH (A.T.G.) 24N3-048D SEE DETAIL "G" DCI (A.T.G.) 24N3-047D MH (A.T.G.) 24N3-070S SEE DETAIL "H" MH (A.T.G.) 24N3-158D CI (U.I.P.) 24N3-159D F O R E S T A V E N U E EXIST R/W EXIST R/W EXIST R/W 2 ADA COMPLIANT CURB RAMP

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

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

j t d f

by 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

h k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

h i h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

f h l ting

KEYED NOTES:

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

63 62 19

REPORT # 21-281363-KEE LOC # 24N310221 PARCEL 6 BOOK 7949 PAGE 672 11315 BIG BEND BLVD BUILDING CORPORATION JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F

REPORT # 21-281363-KEE LOC # 24N310212 PARCEL 5 BOOK 7949 PAGE 672 11321 BIG BEND BLVD BUILDING CORPORATION JUNIOR COLLEGE DISTRICT ST LOUIS MO N/F R E P O R T # 21281361K EE L O C # 24 N 310322 B OOK 9275 P AG E 1118 11262 B I G B E ND B L VD GNO J E W S K I L A W R E N C E & M J AN ET L I V I NG T R N / F LOC # 24N310010 BOOK 23160 PAGE 1866 11232 BIG BEND BLVD 11232 BIG BEND L L C N/F LOC # 24N310076 BOOK 23966 PAGE 3343 11204 11224 BIG BEND BLVD TOWNES AT GEYER GROVE LLC N/F

121 00 1

d \ 8C DG D

S t ti \ 0081800SR DR D W Y

ing \ M i

BIG BEND ROAD

LEGEND:

WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE N89 4130"E

20 21

M A T C H L I N E 121 + 50

6" SIDEWALK REPLACEMENT.

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

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

4" SIDEWALK REPLACEMENT. M A T C H L I N E 116 + 00 8

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

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

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 02S t L

h i C

h i h T :\ W

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

j t d f

nd d

( 4 O F 10 ) P L AN S H EET S SEE DETAIL "H" REPLACE CURB 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. MH (U.I.P.) 24N3-160D MH (A.T.G.) 24N3-120S MH (A.T.G.) 24N3-043D DCI (U.I.P.) 24N3-045D MH (A.T.G.) 24N3-044D GI (U.I.P.) 24N3-165D CI (U.I.P.) 24N3-164D MH (U.I.P.) 24N3-121S CI (A.T.G.) 24N3-034D MH (A.T.G.) 24N3-035D MH (A.T.G.) 24N3-069S FES (U.I.P.) 24N3-162D AI (U.I.P.) AI (U.I.P.) MH (U.I.P.) MH (U.I.P.) DCI (U.I.P.) 24N3-042D EXIST R/W EXIST R/W 2 ADA COMPLIANT CURB RAMP

4" SIDEWALK REPLACEMENT.

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

2 ADA COMPLIANT CURB RAMP

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

EXIST R/W

WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE N89°41'30"E

MH (U.I.P.) UNKNOWN STRUCTURE ID MH (U.I.P.) MH (U.I.P.)

SEE DETAIL "K" DCI (A.T.G.) 24N3-036D

T.S.C.L.

MH (A.T.G.) 24N3-032S MH (A.T.G.) 24N3-167D MH (A.T.G.) 24N3-068S MH (A.T.G.) 24N3-146D MH (A.T.G.) 24N3-067S

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

BIG BEND ROAD

CI (U.I.P.) 24N3-171D MH (A.T.G.) 24N3-039D GI (U.I.P.) 24N3-169D CI (U.I.P.) 24N3-168D CI (A.T.G.) 24N3-166D MH (A.T.G.) 24N3-038D MH (A.T.G.) 24N3-066S MH (A.T.G.) UNKNOWN STRUCTURE ID

KEYED NOTES: M A T C H L I N E 127 + 00

122 00 123 00 00 1

MH (U.I.P.) CI (A.T.G.) 24N3-037D

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

T.S.C.L. P.R.I.M.U.S.S.E. SEE DETAIL "I"

CI (A.T.G.) 24N3-173D MH (A.T.G.) 24N3-170D

S t ti \ 0091800SR DR D W Y

T.S.C.L. T.S.C.L.

SEE DETAIL "J" SEE DETAIL "L"

CI (A.T.G.) 24N3-068D GI (U.I.P.) 24N3-075D GI (U.I.P.)

61 22 BURLINGTON NORTHERN RAILROAD

MH (A.T.G.) 24N3-172D EXIST R/W

d \ 8C DG D

ing \ M i

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

LEGEND: M A T C H L I N E 121 + 50 9

ll t h h

h i h DESIGNED:

by d i l i I

ny li it d by

i f i ti pon i b ility f

1 REPORT # 21-281363-KEE LOC # 24N310285 PARCEL 7 BOOK 7949 PAGE 672 11301 BIG BEND BLVD BUILDING CORPORATION JUNIOR COLLLEGE DISTRICT ST LOUIS MO N/F REPORT # 21-281362-KEE LOC # 24N310313 BOOK 9291 PAGE 1605 11142 BIG BEND BLVD AYDT OIL COMPANY N/F ( 5 O F 10 ) P L AN S H EET S

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 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

tyB ig B nd R

i f t h t t h T :\ W

f h l ting

ny p

i C

k ing \ 21113 02S t L

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

23-NOV-2021 D. RIECK

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

h O pb 13 18

j t d f

LEGEND:

BURLINGTON NORTHERN

KEYED NOTES:

ing \ M i

S t ti \ 0111800SR DR D W Y

133 + 00 134 00 135 00 136 00 137 00 138 00 + + GAS VALVE

RAILROAD LOC # OL0808008 BOOK 52 PAGE 346 BIG BEND BLVD BURLINGTON NORTHERN RAILROAD CO N/F LOC # 24N320086 BOOK 16319 PAGE 0171 10945 BIG BEND BLVD HANSON LOUIS G TRUSTEE N/F LOC # 24N320097 BOOK 18940 PAGE 1194 10937 BIG BEND BLVD WELLS GLENN WESLEY N/F LOC # 24M110873 BOOK 23234 PAGE 180 10933 BIG BEND BLVD BRUNS THOMAS M N/F LOC # 24M110213 BOOK 23826 PAGE 5120 10929 BIG BEND BLVD REDMON CHRIS & MARSHA T/E N/F REPORT # 21-281367-KEE LOC # 24N320053 BOOK 20808 PAGE 2709 1001 DANWORTH CT MANEY SEAN W & SARAH K H/W N/F REPORT # 21-281366-KEE LOC # 24N320064 BOOK 22356 PAGE 2750 10944 BIG BEND BLVD YOUNG MICHAEL D & MAGGIE D T/E N/F REPORT # 21-281365-KEE LOC # 24N320042 BOOK 13787 PAGE 534 1001 MAEVILLE DR ROUSE FLORENCE A N/F 26 LOC # 24N320974 BOOK 7153 PAGE 2029 1009 BROOKSGATE MANOR DR BROOKSGATE MANOR SUBD TRUSTEES N/F

23 56 55 54 53 27 28

1 1

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

M A T C H L I N E 138 + 00 M A T C H L I N E 132 + 50 11 6" SIDEWALK REPLACEMENT. 4" SIDEWALK REPLACEMENT. WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE M A E V I LLE D R I V E S88°50'20"E

ll t h h

h i h DESIGNED:

by d i l i I

ny li it d by

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

1 NEW 7'X10.5' BUS PAD BIG BEND ROAD N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' ( 7 O F 10 ) P L AN S H EET S 1 REPLACE CURB SEE DETAIL "P" T.S.C.L. MH (UIP) 24N3-087D CI(ATG) 24N3-086D CI(UIP) 24N3-084D CI(UIP) 24N3-081D CI(UIP) 24N3-080D CI(UIP) 24N3-082D MH (ATG) 24N3-026S BUS PAD NEW 7X8' P.R.I.M.U.S.S.E. EXIST R/W EXIST R/W EXIST R/W 2 ADA COMPLIANT CURB RAMP

nd d

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

tyB ig B nd R

i f t h t t h T :\ W

f h l ting

ny p

i C

k ing \ 21113 02S t L

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

23-NOV-2021 D. RIECK

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

h O pb 13 18

j t d f

LEGEND:

WITH VARIABLE MILL AND OVERLAY.

4" SIDEWALK REPLACEMENT.

6" SIDEWALK REPLACEMENT.

CONCRETE

ROADWAY/DRIVEWAY

REPLACEMENT.

138 + 00 139 + 00 140 + 00 141 00 142 00 143 00 138 139

53 52 51 50 49 35 34 33 32

LOC # 24M110204 BOOK 10514 PAGE 2270 10843 BIG BEND BLVD BAKULA PAUL G JANET M H/W N/F LOC # 24M110240 BOOK 16440 PAGE 528 10909 BIG BEND BLVD MARTIN JOHN F & LAURIE A H/W N/F LOC # 24M110231 BOOK 10774 PAGE 1712 10917 BIG BEND BLVD VON KAENEL JANE A N/F LOC # 24M110222 BOOK 11300 PAGE 2528 10927 BIG BEND BLVD WINDAL ROBERT K N/F L O C # 24 M 110213 B OOK 23826 P AG E 5120 10929 B I G B E ND B L VD R E D M ON C H R I S & M A R S HA T / E N / F REPORT # 21-281370-KEE LOC # 25M430396 BOOK 17072 PAGE 3035 10820 10844 BIG BEND BLVD KIRKWOOD MANOR PLACE CONDOMINIUM ASSOCIATION ANIC KIRKWOOD MANOR CONDOMINIUMS LLC AND N/F

31 30 29 R E P O R T # 21281367K EE L O C # 24 N 320053 B OOK 20808 P AG E 2709 1001 DAN W O R T H C T M AN E Y S E AN W & S A R AH K H / W N / F REPORT # 21-281368-KEE LOC # 24M110053 BOOK 17480 PAGE 2474 1002 DANWORTH CT SINNWELL KEVIN J & TONI M H/W N/F LOC # 24M110042 BOOK 20798 PAGE 934 321 DANWORTH CT EBEL LAURA & WILLIAM W/H N/F LOC # 24M110011 BOOK 19973 PAGE 971 315 DANWORTH CT SNIDER REBECCA N/F LOC # 24M110020 BOOK 18893 PAGE 1497 10908 BIG BEND BLVD DEMBSKI STEPHAN J III N/F LOC # 24M110031 BOOK 8125 PAGE 518 10902 BIG BEND BLVD CHE PHILLIP L N/F

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

GAS VALVE

CONCRETE M A T C H L I N E 143 + 50 M A T C H L I N E 138 + 00 12 S88 50'20"E

S t ti \ 0121800SR DR D W Y

ing \ M i

i f t h t t h d \ 8C DG D

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

1 1 BIG BEND ROAD ( 8 O F 10 ) P L AN S H EET S DAN W O R T H C OU R T S OU T H HA RR I S ON AV E NU E REPLACE CURB T.S.C.L. SEE DETAIL "Q" CI(ATG) 24M4-151D MH (ATG) 24M4-061S CI(UIP) 24M4-147D MH (ATG) 24M4-062S DCI(UIP) 24M4-150D MH (UIP) 24M4-063S GI(ATG) 24M4-152D MH (ATG) UNKNOWN STRUCTURE ID CI(UIP) UNKNOWN STRUCTURE ID CI(UIP) 24M4-163D EXIST R/W EXIST R/W ADA COMPLIANT CURB RAMP 2 SEE DETAIL "R"

ll t h h DESIGNED:

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

by tyB ig B nd R

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 02S t L

h i C

h i h T :\ W

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

j t d f

f h l ting

SECTIONS (AS DIRECTED BY THE ENGINEER)

REPLACE OR REPAIR DEFICIENT

KEYED NOTES:

48 47 46 45 44 43 42 41

S t ti \ 0131800SR DR D W Y

144 00 145 00 146 00 1 1

MH (ATG) 24M4-164D GI(ATG) 24M4-160D

MH (UIP) 24M4-054S CI(ATG) 24M4-165D

CI(ATG) 24M4-166D EXIST R/W

S88°50'20"E

MH (ATG) 24M4-159D MH (ATG) 24M4-158D

CI(ATG) 24M4-156D CI(ATG) 24M4-155D

CI(ATG) 24M4-281D

1 NEW 7'X8' BUS PAD

40 37

ing \ M i

d \ 8C DG D

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

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

36 35 REPORT # 21-281370-KEE LOC # 25M430396 BOOK 17072 PAGE 3035 10820 10844 BIG BEND BLVD KIRKWOOD MANOR PLACE CONDOMINIUM ASSOCIATION ANIC - KIRKWOOD MANOR CONDOMINIUMS LLC AND N/F REPORT # 21-281369-KEE LOC # 24M111054 BOOK 417 PAGE 362 10808 BIG BEND BLVD SOCIETY OF MARY PROVIN CHAMINADE COLLEGE N/F REPORT # 21-281371-KEE LOC # 25M442793 BOOK 20964 PAGE 479 1001 S KIRKWOOD RD 1001 KIRKWOOD LLC N/F

L O C # 24 M 110086 B OOK 21206 P AG E 2403 10747 B I G B E ND B L VD GNO J E W S K I J E FF R E Y E N / F LOC # 24M110112 BOOK 21206 PAGE 1971 10751 BIG BEND BLVD GNOJEWSKI JEFFREY E N/F LOC # 24M110185 BOOK 9275 PAGE 1124 10801 BIG BEND BLVD & JANET H/W TRS GNOJEWSKI LAWRENCE N/F LOC # 24M110130 BOOK 9275 PAGE 1109 10807 BIG BEND BLVD & JANET H/W TRS GNOJEWSKI LAWRENCE N/F LOC # 24M110929 BOOK 12692 PAGE 293 10811 BIG BEND BLVD P T JAMES BUILDING CO N/F LOC # 24M110141 BOOK 10505 PAGE 1570 10815 BIG BEND BLVD BOPP PLUMBING INC N/F LOC # 24M111241 BOOK 16583 PAGE 1766 10823 BIG BEND BLVD MEYER BIG BEND L L C N/F LOC # 24M110103 BOOK 22522 PAGE 2881 10831 BIG BEND BLVD WIEDL CAROL A N/F LOC # 24M110196 BOOK 19475 PAGE 1228 10835 BIG BEND BLVD ILLAHIDEEN RAFFIUDEEN N/F LEGEND:

SEE DETAIL "S" 6" SIDEWALK REPLACEMENT.

EXIST R/W EXIST R/W 2 ADA COMPLIANT CURB RAMP

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

KEYED NOTES: P.R.I.M.U.S.S.E.

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

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

4" SIDEWALK REPLACEMENT.

ll t h h I

M A T C H L I N E 149 + 00 M A T C H L I N E 143 + 50 13

by d i l i DESIGNED:

i f i ti pon i b ility f

BIG BEND ROAD ( 9 O F 10 ) P L AN S H EET S

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

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

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

by i C

h k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

h i h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

M A R Y HU R S T D R I V E FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i

t d f

ny p

f h l ting

40 39 38 37

O C # 24 110086 B OOK 21206 P AG E 2403 10747 B I G B E ND B L VD GNO J E W S K I J E FF R E Y E N / F LOC # 24M121662 BOOK 23458 PAGE 3103 10733 BIG BEND BLVD KIRKWOOD PROPERTIES LLC N/F REPORT # 21-281372-KEE LOC # 24M121644 BOOK 21469 PAGE 1086 951 S KIRKWOOD RD LIN MEI SHIU H N/F REPORT # 21-281371-KEE LOC # 25M442793 BOOK 20964 PAGE 479 1001 S KIRKWOOD RD 1001 KIRKWOOD LLC N/F

S t ti \ 0141800SR DR D W Y

t t h ing \ M i

h d \ 8C DG D

152 00

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

KEYED NOTES:

LEGEND:

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

M A T C H L I N E 149 + 00 14 EOA-E = 30,133.45 EOA-N = 31,746.89 EOA STA. = 152+00.00 ALIGNMENT BIG BEND ROAD END OF WITH VARIABLE MILL AND OVERLAY. SECTIONS (AS DIRECTED BY THE ENGINEER) REPLACE OR REPAIR DEFICIENT CONCRETE S88°50'20"E

ll t h h DESIGNED:

i f i ti pon i b ility f by

1 STA. 151+15.23 END OF PROJECT SEE DETAIL "T" BIG BEND ROAD ( 10 O F 10 ) P L AN S H EET S STA. 152+00.00 ALIGNMENT BEND ROAD END OF BIG RETAINING WALL MODULAR BLOCK REPLACE CURB P.R.I.M.U.S.S.E. CI(UIP) 24M4-298D CI(UIP) 24M4-295D CI(UIP) 24M4-294D CI(UIP) 24M4-292D EXIST R/W EXIST R/W 2 ADA COMPLIANT CURB RAMP

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

nd d

i f t tyB ig B nd R

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

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 02S t L

f h l ting

h i C

h i h T :\ W

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

P L AN dgn STP-5537(625) OF 31

ny li it d O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

T FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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

j t d f

2. DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, 4. WITH THESE PROVISIONS. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE 3. REQUIRE MODIFICATIONS TO FORMWORK.

POSITIVE DRAINAGE.

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

S t ti \ 0171800SR DR D W Y

ing \ M i

d \ 8C DG D

ll t h h

by d i l i DESIGNED:

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

i f t h t t h i C

j t d f

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

R tyB ig B nd R

by k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L A dgn STP-5537(625) OF 31

h i h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

N 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' D ET A I L A D ET A I L S H EET S

NOTES: BIG BEND ROAD P.R.I.M.U.S.S.E. 58 SF T.S.C.L. 83 SF (U.I.P.) SIGN (U.I.P.) GUY WIRE (A.T.G.) WSV (A.T.G.) GSV (U.I.P.) LP (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV (A.T.G.) WSV (U.I.P.) FH (U.I.P.) UP (U.I.P.) SIGN (U.I.P.) GSV 101 + 00 10 2 + 00 DETAIL "A" 17 T.S.C.L. 363 SF TIE TO EXISTING TIE TO EXISTING (A.T.G.) WSV (A.T.G.) GSV LEGEND: TRUNCATED DOMES C OU C H AV E NU E CI (A.T.G.) 24N3-052D DCI (A.T.G.) 24NS-053D MH (A.T.G.) 24N3-054D MH (A.T.G.) 24N3-075S MH (A.T.G.) 24N3-074S FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND 1.

f h l ting

1.CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

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

DETAIL "C"

ing \ M i

S t ti \ 0181800SR DR D W Y

h i h ON S I B I L I T Y S C A

ny li it d DESIGNED:

by d i l 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

R E SP d \ 8C DG D

f h l ting

i

ny p

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

by i C

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

I T :\ W

h k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L B & C dgn STP-5537(625) OF 31

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 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

05+00 05 LEGEND: 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 106 + 00 (U.I.P.) SIGN (U.I.P.) SIGNS BIG

EXIST R/W EXIST R/W TIE TO EXISTING TIE TO EXISTING TYPE A VERTICAL CURB (TYP.) (A.T.G.) SPRINKLER P.R.I.M.U.S.S.E. 1270 SF

BEND ROAD BIG BEND ROAD

POSITIVE DRAINAGE.

BREAKLINE TRUNCATED DOMES CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. 4" SIDEWALK REPLACEMENT. 18 D ET A I L S B AND C D ET A I L S H EET S (U.I.P.) SIGN

NOTES:

107 + 00 TIE TO EXISTING (U.I.P.) UP (U.I.P.) UP (A.T.G.) PULLBOX TRAFFIC CI(ATG) 24N3-057D CURB (TYP.) TYPE A VERTICAL MH (UIP) 24N3-153D DCI(ATG) 24N3-154D DCI(ATG) 24N3-154D RUNNING GRADE = 0.4% EXISTING SIDEWALK RUNNING GRADE = 3.1% EXISTING SIDEWALK RUNNING GRADE = 0.3% EXISTING SIDEWALK RUNNING GRADE = 0.5% EXISTING SIDEWALK T.S.C.L. 1158 SF FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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:

DETAIL "B"

j t d f

DETAIL "G"

ing \ M i

S t ti \ 0201800SR DR D W Y

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

by d i l i DESIGNED:

ll t h h by

d \ 8C DG D

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

ny p

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 R

h k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L F & G dgn STP-5537(625) OF 31

h i h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 111 + 00

BIG

FOREST AVE. TYPE A VERTICAL CURB (TYP.) (U.I.P.) UP (U.I.P.) GSV (A.T.G.) GSV (U.I.P.) SIGN (U.I.P.) SIGN TYPE A VERTICAL CURB (TYP.) EXIST R/W EXIST R/W POSITIVE DRAINAGE. CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, 4. WITH THESE PROVISIONS. NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE 3. REQUIRE MODIFICATIONS TO FORMWORK. PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS 2. DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND 1. NOTES: 20 TYPE A VERTICAL CURB (TYP.) TIE TO EXISTING (T.B.R.&R.) RETAINING WALL MODULAR BLOCK D ET A I L S F AND G D ET A I L S H EET S 11 5 + 0 0 BIG BEND ROAD EASTVIEW DRIVE (T.B.R.&R.) SIGN (U.I.P) WM (T.B.R.&R.) SIGN EXIST R/W TIE TO EXISTING LEVEL LANDING (U.I.P.) UP (U.I.P.) EM TYPE A VERTICAL CURB (TYP.) P.R.I.M.U.S.S.E. 35 SF T.S.C.L. 86 SF (T.B.R.&R.) RETAINING WALL RAILROAD TIE EXIST R/W (U.I.P.) PULLBOX TELEPHONE RUNNING GRADE = 1.0% EXISTING SIDEWALK RUNNING GRADE = 2.0% EXISTING SIDEWALK RUNNING GRADE = 2.9% EXISTING SIDEWALK RUNNING GRADE = 2.7% EXISTING SIDEWALK MH (ATG) 24N3-070S MH (ATG) 24N3-126S MH (ATG) 24N3-071S LEGEND: BREAKLINE TRUNCATED DOMES 4" SIDEWALK REPLACEMENT. DCI(ATG) 24N3-047D CURB (TYP.) TYPE A VERTICAL FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i j t

DETAIL "F"

BEND ROAD

d f

f h l ting

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS 2.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

WITH THESE PROVISIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE

APPROXIMATE, CONTRACTOR TO FIELD VERIFY

ADA COMPLIANCE AND POSITIVE DRAINAGE.

DETAIL "H"

BEND ROAD

DETAIL "I"

ing \ M i

S t ti \ 0211800SR DR D W Y

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

by d i l i DESIGNED:

d \ 8C DG D

ll t h h 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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

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 T :\ W

h by i f t h t t h k ing \ 21113 02S t L

t d f

i C

tyB ig B nd R

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L H & I dgn STP-5537(625) OF 31

h i h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 116 + 00

BIG

EXIST R/W TYPE A VERTICAL CURB (TYP.) (U.I.P.) SIGN (U.I.P.) UP (U.I.P.) LIGHT (U.I.P.) PULLBOX ELECTRIC (U.I.P.) LIGHT EXIST R/W TIE TO EXISTING T.S.C.L. 1331 SF P.R.I.M.U.S.S.E. 1188 SF TYPE A VERTICAL CURB (TYP.)

1. NOTES: 21 D ET A I L S H AND I D ET A I L S H EET S (U.I.P.) SIGNS TIE TO

LEGEND: BREAKLINE TRUNCATED DOMES CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. 4" SIDEWALK REPLACEMENT. 122 + 00 1 23 + 00 BIG BEND ROAD (U.I.P.) SIGN (U.I.P.) LIGHT (U.I.P.) UP (U.I.P.) UP TIE TO EXISTING (A.T.G.) WSV (A.T.G.) WSV (U.I.P.) SPRINKLER (U.I.P.) MH (U.I.P.) MH TYPE A VERTICAL CURB (TYP.) (U.I.P.) PEDESTAL TELEPHONE TYPE A VERTICAL CURB (TYP.) T.S.C.L. 135 SF P.R.I.M.U.S.S.E. 708 SF ( D ET A I L J ) M A T C H L I N E 1 23 + 1 2 5 0 EXIST R/W (U.I.P.) FH (U.I.P.) PULLBOX TRAFFIC EXIST R/W (U.I.P.) WM (U.I.P.) UP (U.I.P.) VEGETATION MH (ATG) 24N3-120S MH (ATG) 24N3-043D MH (ATG) 24N3-158D CI(ATG) 24N3-159D RUNNING GRADE = 2.9% EXISTING SIDEWALK RUNNING GRADE = 3.0% EXISTING SIDEWALK RUNNING GRADE = 4.0% EXISTING SIDEWALK RUNNING GRADE = 0.9% EXISTING SIDEWALK DCI(UIP) 24N3-036D MH (ATG) 24N3-068S MH (ATG) UNKNOWN STRUCTURE ID (U.I.P.) MH FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i j

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

EXISTING

ny p

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

3. REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

4. WITH THESE PROVISIONS.

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

POSITIVE DRAINAGE.

BIG BEND ROAD EXIST R/W

Book6365 Page 2109 15'M.S.D.Easement

DETAIL "K"

ing \ M i

S t ti \ 0221800SR DR D W Y

h i h C A

ny li it d DESIGNED:

by d i l i

ll t h h

i f i ti pon i b ility f

d \ 8C DG D

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

1. NOTES: TYPE A VERTICAL CURB (TYP.) (U.I.P.) LIGHT (U.I.P.) WSV (U.I.P.) GARDEN TYPE A VERTICAL CURB (TYP.) (A.T.G.) CI (U.I.P.) SIGN (A.T.G.) MH TIE TO EXISTING (T.B.R.&R.B.O.) PEDESTAL TELEPHONE T.S.C.L. 162 SF FOR AREA SEE DETAIL "G" P.R.I.M.U.S.S.E 22 TIE TO EXISTING ( D ET A I L I ) M A T C H L I N E 1 2 3 12 5 0 ( D ET A I L L ) M A T C H L I N E 1 24 4 6 07 D ET A I L S J AND K D ET A I L S H EET S EXIST R/W 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 124 + 00 125 + 00 BIG BEND ROAD (U.I.P.) SIGN (U.I.P.) PULLBOX EXIST R/W EXIST R/W (U.I.P.) SIGN (U.I.P.) SIGNS TIE TO EXISTING (U.I.P.) LIGHT TYPE A VERTICAL CURB (TYP.) (U.I.P.) UP (U.I.P.) UP (U.I.P.) ISLAND T.S.C.L. 1068 SF P.R.I.M.U.S.S.E. 1035 SF TIE TO EXISTING LEGEND: BREAKLINE TRUNCATED DOMES CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. 4" SIDEWALK REPLACEMENT. RUNNING GRADE = 0.2% EXISTING SIDEWALK RUNNING GRADE = 0.4% EXISTING SIDEWALK RUNNING GRADE = 0.2% EXISTING SIDEWALK RUNNING GRADE = 1.8% EXISTING SIDEWALK 24N3-146D 24N3-037D 24N3-067S MH (ATG) 24N3-170D MH (ATG) 24N3-038D MH (ATG) 24N3-066S MH (ATG) UNKNOWN STRUCTURE ID MH (ATG) 24N3-032S MH (ATG) 24N3-167D CURB (TYP.) TYPE A VERTICAL CI(ATG) 24N3-166D MH (ATG) 24N3-039D FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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:

nd d

ny p

i f t h t t h k ing \ 21113 02S t L

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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

tyB ig B nd R

by T :\ W

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L J & K dgn STP-5537(625) OF 31

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 124 + 00

DETAIL "J" (A.T.G.) MH (U.I.P.) CLEANOUT

j t d f

f h l ting

1. NOTES:

BIG BEND ROAD

CONCRETE ROADWAY/DRIVEWAY REPLACEMENT.

BREAKLINE

DETAIL "L"

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND DIMENSIONS

2. AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

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

COMPLIANCE WITH NO DIRECT PAYMENT SHALL BE MADE FOR

4. THESE PROVISIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE,

CONTRACTOR TO FIELDVERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

S t ti \ 0231800SR DR D W Y

ing \ M i

d \ 8C DG D

ll t h h DESIGNED:

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

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

A R S R E S U R F A C I NG B I G B E ND R OAD

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

23-NOV-2021 D. RIECK

f h l

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

nd a u t ho r i ze d by m y s ea l a r e do c u m e n t s i n t e nd e d t o b e I h k ing \ 21113 02S t L

ting

i i

h i h T :\ W

by i C

D ET A I L L dgn STP-5537(625) OF 31

ny li it d O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 125 + 00

(U.I.P.) WM (U.I.P.) WSV (U.I.P.) SIGN (U.I.P.) FH (A.T.G.) PULLBOX TRAFFIC TIE TO EXISTING (U.I.P.) SPRINKLER (U.I.P.) SIGNS TYPE A VERTICAL CURB (TYP.) (U.I.P.) GARDEN TYPE A VERTICAL CURB (TYP.) TIE TO EXISTING (U.I.P.) LIGHT FOR AREA SEE DETAIL "G" P.R.I.M.U.S.S.E T.S.C.L. 150 SF 23 ( D ET A I L " H M A T C H L I N E 1 2 4 46 07 (U.I.P.) WSV P.R.I.M.U.S.S.E. 42 SF LEGEND: D ET A I L L D ET A I L S H EET S

GI(UIP) 24N3-075D GI(UIP) UNKNOWN STRUCTURE ID CI(ATG) 24N3-068D RUNNING GRADE = 0.3% EXISTING SIDEWALK RUNNING GRADE = 0.2% EXISTING SIDEWALK FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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:

4" SIDEWALK REPLACEMENT.

j t d f

ENGINEER SHALL APPROVE FORMWORK FOR CURB 2. DISCREPANCIES.

RAMPS PRIOR TO PLACEMENT OF CONCRETE.

NO DIRECT PAYMENT SHALL BE MADE FOR

4. COMPLIANCE WITH THESE PROVISIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS

VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE. ARE APPROXIMATE, CONTRACTOR TO FIELD

DOMES

(U.I.P.) UP (U.I.P.) GUY

(U.I.P.) GUY (U.I.P.) UP (U.I.P.) LP

(U.I.P.) SIGN (U.I.P.) SIGN

N 129 + 00 DETAIL "M"

REPLACEMENT. CONCRETE ROADWAY/DRIVEWAY S OU T H G E Y E R R OAD 0 20 40 60 SCALE IN FEET SCALE: 1" = 5' CI (T.B.R.) 24N3-064D GI (A.T.G.) 24N3-063D CI (U.I.P.) UNKNOWN STRUCTURE ID GI (A.T.G.) 24N3-066D CI (U.I.P.) UNKNOWN STRUCTURE ID

S t ti \ 0241800SR DR D W Y

ing \ M i

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

d \ 8C DG D

ll t h h

h i h DESIGNED:

by d i l i I

ny li it d by

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

1. NOTES: D ET A I L M D ET A I L S H EET S 24 (NEW) CI TIE TO EXISTING (U.I.P.) VEGETATION LEGEND: TRUNCATED

nd d

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

i f t h t t h T :\ W

f h l ting

ny p

i C

tyB ig B nd R

k ing \ 21113 02S t L

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L M dgn STP-5537(625) OF 31

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P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

h O pb 13 18

j t d f

3. FORMWORK.

ENGINEER MAY REQUIRE MODIFICATIONS TO

DIMENSIONS AND NOTIFY ENGINEER OF ANY AND CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES

129 + 00

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES

DIMENSIONS AND NOTIFY ENGINEER OF ANY AND

2. DISCREPANCIES.

RAMPS PRIOR TO PLACEMENT OF CONCRETE.

ENGINEER MAY REQUIRE MODIFICATIONS TO

NO DIRECT PAYMENT SHALL BE MADE FOR 3. FORMWORK.

4. COMPLIANCE WITH THESE PROVISIONS.

ALL CURB RAMP SLOPES AND DIMENSIONS

ARE APPROXIMATE, CONTRACTOR TO FIELD

VERIFY ADA COMPLIANCE AND POSITIVE DRAINAGE.

S t ti \ 0251800SR DR D W Y

ing \ M i

d \ 8C DG D

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:

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

NOTES: DETAIL "N" N (U.I.P.) PULLBOX TELEPHONE (U.I.P.) UP 25 D ET A I L N D ET A I L S H EET S TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING P.R.I.M.U.S.S.E. 8 SF LEGEND: TRUNCATED DOMES 0 20 40 60 SCALE IN FEET SCALE: 1" = 5' S OU T H G E Y E R R OAD BIG BEND ROAD (U.I.P.) SIGN MH (A.T.G.) 24N3-028S CI (U.I.P.) 24N3-071D MH (A.T.G.) UNKNOWN STRUCTURE ID GSV (U.I.P.) GSV (U.I.P.) WSV (A.T.G.) (A.T.G.) GSV GSV (A.T.G.)

nd d

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

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

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 02S t L

h i C

h i h T :\ W

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L N dgn STP-5537(625) OF 31

ny li it d O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

j t d f

ENGINEER SHALL APPROVE FORMWORK FOR CURB

LEGEND:

TRUNCATED DOMES

DETAIL "O"

NOTES:

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND 1.

2. 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

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, 4. WITH THESE PROVISIONS.

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

S t ti \ 0261800SR DR D W Y

ing \ M i

d \ 8C DG D

ny li it d

h i h DESIGNED:

by d i l 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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

i f t h t t h T :\ W

f h l ting

t d f

i C

tyB ig B nd R

k ing \ 21113 02S t L

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L O dgn STP-5537(625) OF 31

23-NOV-2021 D. RIECK

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

by O pb 13 18

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

26 TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING

132 + 00 131 + 00

D ET A I L O D ET A I L S H EET S FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i j

BIG BEND ROAD

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND 1.

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

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY

REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

BIG BEND ROAD

CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE AND ALL CURB RAMP SLOPES AND DIMENSIONS ARE APPROXIMATE, 4. WITH THESE PROVISIONS.

POSITIVE DRAINAGE.

TIE TO EXISTING

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

S t ti \ 0271800SR DR D W Y

ing \ M i

d \ 8C DG D

by d i l i DESIGNED:

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

i f t h t t h i C

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

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 I h T :\ W

tyB ig B nd R

by k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L P dgn STP-5537(625) OF 31

h i h O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 135 + 00 DETAIL "P"

MAEVILLE DRIVE EXIST R/W EXIST R/W (U.I.P.) SIGN TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.)

TIE TO EXISTING TIE TO EXISTING (A.T.G.) GSV (U.I.P.) SIGN NEW 7'X10.5' BUS PAD (U.I.P.) SIGN (U.I.P.) WOOD FENCE TIE TO EXISTING 27 5'X5' LEVEL LANDING 5'X5' LEVEL LANDING LEGEND: D ET A I L P D ET A I L S H EET S (U.I.P.) PULLBOX TRAFFIC (U.I.P.) PULLBOX TRAFFIC (U.I.P.) UP (U.I.P.) GUY (U.I.P.) GARDEN BREAKLINE TRUNCATED DOMES 4" SIDEWALK REPLACEMENT. CI(UIP) 24N3-082D MH (ATG) 24N3-026S CI(UIP) 24N3-081D CI(UIP) 24N3-080D RUNNING GRADE = 2.7% EXISTING SIDEWALK RUNNING GRADE = 2.2% EXISTING SIDEWALK RUNNING GRADE = 1.9% EXISTING SIDEWALK FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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

NOTES:

j t d f

BIG BEND ROAD

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

2. DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

3. REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

4. WITH THESE PROVISIONS.

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

POSITIVE DRAINAGE.

ing \ M i

S t ti \ 0281800SR DR D W Y

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

d \ 8C DG D

ll t h h

ny li it d ON

h i h I

by d i l i DESIGNED:

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

L I T Y tyB ig B nd R

f h l ting

S I B i C

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

i f t h t t h T :\ W

R E SP k ing \ 21113 02S t L

23-NOV-2021 D. RIECK

A R S R E S U R F A C I NG B I G B E ND R OAD

D ET A I L Q dgn STP-5537(625) OF 31

by O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 139 + 00 DETAIL

"Q"

DANWORTH COURT (U.I.P.) SIGN EXIST R/W EXIST R/W (U.I.P.) GARDEN TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TIE TO EXISTING TYPE A VERTICAL CURB (TYP.)

28 5'X5' LEVEL LANDING 5'X5' LEVEL LANDING TYPE A VERTICAL CURB (TYP.) 138 + 00 D ET A I L Q D ET A I L S H EET S RUNNING GRADE = 1.5% EXISTING SIDEWALK RUNNING GRADE = 3.1% EXISTING SIDEWALK CI(UIP) 24M4-147D MH (ATG) 24M4-062S LEGEND: BREAKLINE TRUNCATED DOMES CONCRETE ROADWAY/DRIVEWAY REPLACEMENT. CI(ATG) 24M4-151D MH (ATG) 24M4-061S RUNNING GRADE = 1.8% EXISTING SIDEWALK DCI(UIP) 24M4-150D FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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

NOTES:

j t d f

ny p

BIG BEND ROAD

DETAIL "T"

CONTRACTOR SHALL FIELD VERIFY PLAN SLOPES AND

2. DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

PRIOR TO PLACEMENT OF CONCRETE. ENGINEER MAY ENGINEER SHALL APPROVE FORMWORK FOR CURB RAMPS

REQUIRE MODIFICATIONS TO FORMWORK.

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE

4. WITH THESE PROVISIONS.

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

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

S t ti \ 0301800SR DR D W Y

ing \ M i

d \ 8C DG D

ny li it d

h i h DESIGNED:

by d i l 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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

ny p

j t d f

i f t h t t h T :\ W

i C

tyB ig B nd R

k ing \ 21113 02S t L

A R S R E S U R F A C I NG B I G B E ND R OAD

23-NOV-2021 D. RIECK

D ET A I L T dgn STP-5537(625) OF 31

by O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 N 151 + 00

(U.I.P.) FH P.R.I.M.U.S.S.E. 1521 SF LEVEL LANDING LEVEL LANDING TIE TO EXISTING WALL (U.I.P.) MODULAR BLOCK TIE TO EXISTING

POSITIVE DRAINAGE.

TYPE A VERTICAL CURB (TYP.) TYPE A VERTICAL CURB (TYP.) LEGEND: BREAKLINE TRUNCATED DOMES RUNNING GRADE =11% EXISTING SIDEWALK RUNNING GRADE = 2.5% EXISTING SIDEWALK CI(UIP) 24M4-295D 30 D ET A I L T D ET A I L S H EET S FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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:

1. NOTES:

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

ing \ M i

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

h i h

ny li it d

by DESIGNED:

d \ 8C DG D

by d i l 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

P-XXMSD-XXXXX 24M, 24N, 25M, 25N C.MCCORKLE C.MCCORKLE

f h l ting

ny p

i C

tyB ig B nd R

k ing \ 21113 02S t L

T :\ W

A R S R E S U R F A C I NG B I G B E ND R OAD

23-NOV-2021 D. RIECK

S t ti \ 0311800SR D01B U S D ET A I L dgn STP-5537(625) OF 31

O pb 13 18

P U B L I C W O R K S T R AN SP O R T A T I ON 23NOV2021

80 ( ) 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 1/2" PREMOULDED EXPANSION MATERIAL 7'-0" MIN. 4" TYPE 5 AGGREGATE BASE 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 31 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 FEDERAL PROJECT NO. AR-1800 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. 6963B-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 i

j t d f