Sulphur Springs Road Realignment - PW21085RDW

LOCATION MAP
(NOT TO SCALE)

SULPHUR SPRINGS ROAD
JEFFERSON COUNTY, MO

PW-21085RDW

INDEX

DESIGN DESIGNATION

A.AD.T. ~ 2024 = 558

DESIGN SPEED = 40 MPH
POSTED SPEED: SULPHUR SPRING RD = 35 MPH
POSTED SPEED: HWY. 61

FUNCTIONAL CLASSIFICATION: LOCAL

APPROVED

50.55"
N46 degrees29'31" degreesE

- sot
SE

Reasias 1-508
(ceB=NGr5705"
(p=496.84
Ra, of
sae

FIRE OISTRICT

WATER SERVICE

SEWER SERVICE

UTILITIES
ANTONIA FIRE PROTECTION DISTRICT GAS SERVICE
6633 MOSS HOLLOW ROAD
63012
PH. (635)-948-4433

ELECTRIC SERVICE
CONSOLIDATED PUBLIC WATER SUPPLY

PH. (636) 299-8171 PHONE SERVICE

GLAIZE CREEK SEWER DISTRICT
0X 305,

PH. (636) 464-3230

SPIRE GAS COMPANY

PH. (314) 713-6572

AMEREN UE ELECTRIC COMPANY
5450 HIGHWAY MM

HOUSE SPRINGS, MO 63051
BRIAN FLIER

PH. (638) 671-6162

AT&T
12930 OLIVE ST.

ST. LOUIS, MO 63141
TM LUKASEK

PH. (314) 852-0774

COVER SHEET

SPECIFICATIONS SHEET

TYPICAL SECTION SHEET

SUMMARY OF QUANTITIES

SCHEDULE OF QUANTITIES

R.0.W. PLAN SHEET

PLAN & PROFILE SHEET

STORM PROFILE SHEET

TRAFFIC CONTROL SHEETS.

EROSION CONTROL SHEET

STRIPING\PAVEMENT MARKING SHEET

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
'St Louis, MO. 63139
314-412-8764
mike.terradesign@outlook.co

JEFFERSON CO. COMMENTS

'5 |REWSE TCE & UPDATE TAKING AREAS

5s [Rese county CouMeNTS
uo |REWSION DESCRIPTION

REFERENCE TIE SHEET

19/2026] 6 [REVISE COUNTY CoMMENTS
'S/a/zoas| 4 [REVISE COUNTY COMMENTS
7/16/2023] 2 UPDATE. TAKING AREAS

0729 202

CROSS SECTION SHEETS

UTILITY NOTE

ALL UNDERGROUND UTILITIES SHOWN HAVE BEEN PLOTTED FROM AVAILABLE
INFORMATION, AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED
APPROXIMATE ONLY. THE VERFICATION OF ALL UTILITIES SHOWN OR NOT
SHOWN SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR AND SHALL BE
LOCATED PRIOR TO ANY GRADING OR' CONSTRUCTION OF IMPROVEMENTS.

CALL 1-800-DIG-RITE (WSSOURI ONE CALL) TO HAVE LOCATIONS
MARKED IN THE FIELD (SUBSCRIBING UTLITIS REQURE 48 HOURS
NOTICE PRIOR To CONSTRUCTION).

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

CONSTRUCTION & GRADING NOTES

1, THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF
"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISION
DATE ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION
AN APPROVED SET OF PLANS WILL NEED TO BE ON SITE DURING
THE PROJECT AS WELL.

ANY DEVIATION FROM THESE DESIGN PLANS MAY CAUSE THE
WORK TO BE UNACCEPTABLE

ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE
CONSTRUCTION PROCESS SHALL BE IDENTIFIED IN WRITING TO THE
OWNERIENGINEER IMMEDIATELY.

'THE STREETS SURROUNDING THESE PROJECT SITES AND ANY
'STREET USED FOR CONSTRUCTION ACCESS THERETO SHALL BE
KEPT FREE FROM MUD AND CONSTRUCTION DEBRIS AND SHALL BE
CLEANED THROUGHOUT THE DAY. ALL AFFECTED STREETS WILL
NEED TO BE "BROOM CLEANED" BY THE END OF EACH DAY.

3. ALL TRASH AND DEBRIS ON SITE, EITHER EXISTING OR FROM
'CONSTRUCTION, MUST BE REMOVED AND PROPERLY DISPOSED OF
OFF SITE.

NO EXCAVATION SHALL BE MADE SO CLOSE TO THE PROPERTY
LINE AS TO ENDANGER ANY ADJOINING PROPERTY OR ANY PUBLIC
OR PRIVATE STREET WITHOUT SUPPORTING AND PROTECTING
'SUCH PUBLIC OR PRIVATE STREET OR PROPERTY FROM SETTLING,
CRACKING, OR OTHER DAMAGE,

ALLGRADES SHALL BE WITHIN 0.2 FEET, PLUS OR MINUS, OF THOSE
'SHOWN ON THE PLAN. ALL STRUCTURES, RETAINING WALLS AND
GRADE CONTROL BOULDERS SHALL BE WITHIN 0.1 FEET. GRADING
'TO BE REVIEWED AND APPROVED BY OWNERS REPRESENTATIVE.

CONTRACTOR IS RESPONSIBLE FOR MONITORING GRADING.
OPERATION AND ACCURACY OF "FINAL ROUGH" GRADES. CONTACT
ENGINEER OF ANY DISCREPANCIES AFFECTING FINAL GRADING.
BALANCE.

SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS
PREPARED. CONTRACTOR SHALL VISIT SITE TO FAMILIARIZE
'THEMSELVES WITH THE CURRENT CONDITIONS,

'ALL PROJECT COORDINATES AND ELEVATIONS ARE BASED ON SITE
DATUM ELEVATION AS LISTED BELOW.

HORIZONTAL DATUM: BEARINGS BASED UPON THE MISSOURI
COORDINATE SYSTEM OF 1983, EAST ZONE, NAD&S (2011) (EPOCH
2010.00) PRER GNSS OBSERVATIONS UTILIZING THE MISSOURI
DEPARTMENT OF TRANSPORTATION (McDOT) VRS NETWORK OF
CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) AND
'TRIMBLE R10 AND R12i RECEIVERS DURNING THE MONTHS OF
FEBURARY AND MARCH 2022. THE NEAREST CORS BEING "MOFE",
HAVING A COORDINATE VALUE OF NORTH 262,060.542 METER, EAST
'259,704,004 METER.

COORDINATES SHOWN HERON ARE BASED UPON THE MISSOURI
'COORDIANTE SYSTE OF 183, EAST ZONE, NADBS (201 1) (EPOCH
2010.00), SCALED TO GROUND COORDIATNES BY UTILIZING HE
AVERAGED SITE COMBINDED SCALE FACTOR OF 1.00008072836654
'THE PROJECT POINT OF SCALE IS POINT NUMBER 2001, AS SHOWN
HERON. GRID DISTANCE *1.000080728336654 = GROUND DISTANCE.

ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,
'STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE
DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
RECORDS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST
BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER
FACILITIES, THE EXISTENCE OF WHICH ARE NOT PRESENTLY
KNOWN.

CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND
FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR
'TO ORDERING MATERIAL AND STARTING WORK.

'THE GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC, GAS,
WATER AND IRRIGATION SERVICES. GENERAL CONTRACTOR SHALL
BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR THESE
UTILITIES AND SHALL COORDINATE AND PROVIDE CONDUIT
CROSSINGS AS REQUIRED. THIS COORDINATION SHALL BE
CONSIDERED INCIDENTAL TO GENERAL CONTRACTOR WITH
OWNER. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY
'THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING
UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH
UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE
COORDINATED AND PERFORMED BY THE CONTRACTOR IN
ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF THE
UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND
UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE
UNCOVERED OR ENCOUNTERED DURING THIS OPERATION, THEY
SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE AND.
'SUPPORTED IF NECESSARY.

CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS
REGARDING PRIVATE UTILITIES ON THE PREMESIS, INCLUDING BUT
NOT LIMITED TO IRRIGATION SYSTEM AND LIGHTING FACILITIES.

s. CONTRACTOR SHALL NOT REMOVE ANY TREE OR FENCE, UNLESS
MARKED FOR REMOVAL ON THE PLANS WITHOUT PRIOR APPROVAL,

ALL "CLEARING AND GRUBBING" SHALL INCLUDE CLEARING
OF TREES, STUMPS, BRUSH, FENCES, POSTS, MAILBOXES AND
OTHER EXISTING SURFACE FEATURES AS NECESSARY BY THE
CONTRACTOR TO PERFORM THE WORK SHOWN ON THE
PLANS.

|. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND

ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE
HIS/HER OPERATOINS ABUT PUBLIC THOROGHFARES AND
ADJACENT PROPERTY IN ACCORDANCE IWTH LOCAL
ORDINANCES AND TO THE SATISFACTION OF THE DIRECTOR
OF PUBLIC WORKS FOR JEFFERSON COUNTY. NECESSARY
TRAFFIC CONTROL DEVICES AND SIGNAGE SHALL BE PER
JEFFERSON COUNTY AND MUTCD STANDARDS.

ANY OPEN EXCAVATIONS SHALL BE SECURED BY TEMPORARY
FENCING AND/OR COVERINGS WHEN WORKERS ARE NOT
PRESENT.

AREAS OUTSIDE THE R.0.W. LINE OR CONSTRUCTION LIMITS
IMPACTED BY OPERATONS OF THE CONTRACTOR SHALL BE
RETURNED TO THE STATE IT WAS FOUND PRIOR TO NEW
CONSTRUCTION.

STREET PAVING AND CURBS TO REMAIN SHALL BE
PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BE
REPLACED PROMPTLY TO THE SATISFACTION OF THE
DIRECTOR OF PUBLIC WORKS FOR JEFFERSON COUNTY.

ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY
THE UTILITY COMPANY AT THE CONTRACTORS EXPENSE.

ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED
SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL
BEFORE COMMENCEMENT OF PAVEMENT REMOVAL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL REQUIRED PERMITS BEFORE CONSTRUCTION BEGINS
ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. THE
CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE PROPER
BRACING, SHORING AND OTHER REQUIRED PROTECTION OF
ALL ROADWAYS BEFORE CONSTRUCTION BEGINS AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR
ROADWASY AND ASSOCIATED STRUCTURES AND SHALL MAKE
ALL REPAIRS AS NECESSARY TO THE SATISFACTION OF THE
OWNER OF THE ROADWAY.

THE CONSTRCTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,
TRAFFIC CONTROL DEVICES, AND WARNING DEVICES TO
INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF
CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL
BE PROVIDED IN ACCORDNACE WITH JEFFERSON COUNTY
STANDARD SPECIFICATIONS, ALL TRAFFIC CONTROL WORK
SHALL BE DONE IN ACCORDANCE WITH MUTCH AND
MEFFERSON COUNTY.

|. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURS, TIME OF PEFORMANCE, PROGRAMS OR FOR
ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECTION OF
HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND SPECIFICATIONS.

SUMMARY OF BID QUANTITIES IS AVAILABLE IN THE PROJECT
'SPECIFICATIONS.

ABBREVIATIONS

wom

Oe FON

DEGOUOUS TAEE(w/ OA)

COFEROUS TREE (67 DAD

RON RPE FOND

READ TEEN

OD STONE FONG

'DHOERGROUND CARE TV

PONCE POST FON

TNEREROUNO FER CFTC

[ROW ROD / PE SET

EOCE OF PANENT

NERCROLN CABLE TV WARE

'uns 70008

UNDERCROLN TELEPHONE WARE

'HOERGROUND ELECTRG GABLE wari

HECTRC wETER

DEED Une

TLECTRE TANBIESON POLE

De OF CONTE

EOCE OF ROCK

RETAIN WALL

URUTY PAE w/ We

s|f|=|e|e|=|/e|+|N]o|+/e|+]x/e|-|-[>/e|+/ale/e/e/ole|x|o/ols|*|/s|>|#|

URUTY POLE w/ TANSFORNER

ier CENTERNE

URUTY POLE w/ PNSFORNER & UGH

CREEK CONTERINE

Guy WHE /ANCOR

AS WET

GAS PPELNE AREER

ype|+ [0 [68] T

AS VANE

Tee oF SORE

ware

od

UR /AREA WET

'WOUGHT RON/WRE FENCE

GATED WAET-ROND

RATED MET SURE

TONGA UNE

PRE HORANT

CoaPORATE WE

{Jo]#]<|+[e]>|=/e/a|u)ol

STREET Sov

oo

TRAFRG BAL CONTROL BOE

aor

NOW OR FORVERLY

Pa

Paver

a|s][e]] blo|m

AR, CROEENG SONAL

Al AREA INLET
ASPH 'ASPHALT
ATS 'ADJUST TO GRADE
BM BENCH MARK
888 BALL & BURLAP
MP BEST MANAGEMENT PRACTICES
ry CENTER LINE
crs (CUBIC FEET PER SECOND
cLow COIR LOG CONTOUR WATTUNG
'CONC. CONCRETE
cep (CORRUGATED PLASTIC PIPE
cR COMPOSITE REVETMENT
civ (CABLE TELEVISION
oP DUCTILE IRON PIPE
NO DON NOT DISTURB
E ELECTRIC
EGL ENERGY GRADE LINE
&L ELEVATION
= EXPOSED PIPE
EsMT EASEMENT
ExisT EXISTING
FLOW LINE
FES FLARED END SECTION
FH FIRE HYDRANT
FO FIBER OPTIC
FT FEET
6 GAS,
ce GRADE CONTROL
ci GRATED CURB INLET
HL HYDRAULIC GRADE LINE
1D. INNER DIAMETER
N INCHES
IRON PIN
oe LEFT DESCENDING BANK
WAX MAXIMUM,
MH MANHOLE
'MINIMUM
os 'OPERATION AND MAINTENANCE
oP 'OPEN TOP PIPE,
t PROPERTY LINE
Poe PHONE CABLE BOX
PCR PARTIAL COMPOSITE REVETMENT
PERMANENT DRAINAGE EASEMENT
PED PEDESTAL
POWER PEDESTAL
PROPOSED
Pvc POLYVINYL CHLORIDE
ROP REINFORCED CONCRETE PIPE
ROB RIGHT DESCENDING BANK
RR RAILROAD
SAN SANITARY
'SHOULDER
SMH 'SANITARY MANHOLE:
88 'STORM SEWER
'STORM SEWER MANHOLE
STATION
TELEPHONE
TO BE REMOVED
'TO BE REMOVED AND REPLACED

'TO BE REMOVED AND REPLACED BY OTHERS

'TO BE REMOVED AND RELOCATED
TELEPHONE PEDESTAL

'TEMPORARY SLOPE CONSTRUCTION LIMIT

TELEVISION PEDESTAL
TYPICAL

USE IN PLACE
VITRIFIED CLAY PIPE
WATER

YEAR

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
St Louis, MO. 63139
314-412-8764
miketerra.design@outlook.co

REVISE COUNTY COMMENTS

f27is/aczy 3 |RESE TCE & UPDATE TAKING AREAS
EFFERSON CO, COMMENTS

1

5 |REWSE COUNTY COMMENTS:

io |RevSioN DESCRIPTION

vsaaze| 6 |REWSE COUNTY COMMENTS

papas) 2 [UPDATE TAKING AREAS

snaps) +
ha nsya
DATE

AT HWY. 61\67

SULPHUR SPRINGS ROAD
JEFFERSON COUNTY MO.

"SPECIFICATIONS

VARIES

VARIES

y
of PR R\W
a \\

1'SHLOR

{'SHLOR

Sy

8" TYPE 5 AGG.

TYPICAL SECTION
STA.0+21.62 TO STA. 9+05

2" BITUMINOUS WEARING SURFACE(BP-1)
BYBITUMINOUS PAVEMENT PG64-22(BASE)
8" TYPE 5 AGG. SUBBASE

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
't-Louis, MO. 63139
314-412-8764
miketerra.design@outlook.cor

arora
mn

hake

3-13-2026

FRESE TCE & UPDATE TAKING AREAS

[EFFERSON CO. COMMENTS

no ]REWSION DESCRIETION

8

7ig/2026| 6 [REVISE COUNTY COMMENTS
a72a/2a0| 5 |REWSE COUNTY COMMENTS
'spafzoas| + ]REMSE COUNTY COMMENTS

7/18/2023] 2 [UPDATE TAKING AREAS

25/202
aes |

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

Peaveer THe ane LocaTian:

PROvECT NO"PW21085ROW
pare: 6/7/2022
ROUTE: 61\67

county: JEFFERSON

Sheer True:
TYPICAL SECTION

ITEM NO. _|ITEM DESCRIPTION UNIT | QUANTITY
ROADWAY ITEMS
2013000 _|CLEARING & GRUBBING AC. 1.77
2022010 [REMOVAL OF IMPROVEMENTS Ls 1
2035000 __|UNCLASSIFIED EXCAVATION cy 2004
2035500 __|EMBANKMENT IN PLACE cy 4031
2036000 _|COMPACTING EMBANKMENT cy 4031
3040504 __|TYPE S AGGREGATE FOR BASE (4 IN. THICK) SY 2883
3040504 __|TYPE 5 AGGREGATE FOR BASE (4 IN. THICK-TEMP. ROAD) SY 602
4011209 _|BITUMINOUS PAVEMENT MIXTURE PG64-22 (BP-1) TON 339.3
4013000 _|BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE) TON 1349.9
4013000 _|BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE-TEMPORARY ROAD)|_TON 281.9
4071005 [TACK COAT GAL 144.1
6079903 _|CHAIN LINK FENCE - 84 INCH LF 895
6131014 |FULL DEPTH PAVEMENT SAWCUT LF 339
6181000 [MOBILIZATION Ls 1
6274000 __|CONTRACTOR FURNISHED SURVEYING AND STAKING Ls 1
DRAINAGE ITEMS UNIT | QUANTITY
2063000 _|CLASS 3 EXCAVATION cy 305
6113020 _|FURNISHING TYPE 2 ROCK BLANKET cy 39.1
6113040 __|PLACING TYPE 2 ROCK BLANKET cy 39.1
7261054 [54 IN. PIPE GROUP A LF 148
7320654A [54 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EA 2
SIGNING/STRIPING ITEMS UNIT | QUANTITY
6161005 _ |CONSTRUCTION SIGNS SF 294.25
6161025 _|CHANNELIZERS (TRIM LINE) EA 88
6161030 __|TYPE 3 MOVEABLE BARRICADES EA 4
6161098A CHANGEABLE MESSAGE SIGN WITHOUT COMMUNICATION
INTERFACE, CONTRACTOR FURNISHED, CONTRACTOR RETAINED EA 1
6206000D_|4 IN. WHITE WATERBORNE PAVEMENT MARKING PAINT LF 1796
6206001D_|4 IN. YELLOW WATERBORNE PAVMENT MARKING PAINT LF 1766
6206124B |24 IN. WHITE-PREFORMED THERMOPLASTIC (MODOT) LF 45
6208064A_|TEMPORARY RAISED PAVEMENT MARKERS EA 60
6208076 _|4 IN. TEMPORARY PAVEMENT MARKING PAINT. LF 1059
ROADSIDE ITEMS UNIT | QUANTITY
8059919 _|SEEDING AC 1.12
8061005 _|ROCK DITCH CHECK LF 180
8061016 _|SEDIMENT REMOVAL cy 36
8061017 __|TEMPORARY SEEDING & MULCHING AC 1
8061019 _|SILT FENCE LF 945
8064128 _|TYPE 1 TURF REINFORCEMENT MAT. sy 750

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
'St. Louls, MO, 63139
314-412-8768
imike.terradesign@outlook.com|

Prorat
mui

3-13-2026

1 [serrERSOW co. commeNTs

wo {Reston DESCRIPTION

ate

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

PROVECT No.:PW21085RDW
eave: 6/7/2022
ROUTE: 61\67
county: JEFFERSON

sneer tte: SUMMARY
OF QUANTITIES

4

TRA RTS DESIGN
reas ar, aye on SOLUTIONS
| SULPHUR SPRINGS | 602 281.9 [TEMPORARY PAVEMENT cs 2m

REMOVAL OF IMPROVEMENTS,

ROADWAY 7 uF SF. DESCRIPTION

PAVEMENT MARKING
SULPHUR SPRINGS 70 [eo" WAOUGH IRON FENCE-STONE COLUMN WATERSORNE PAINT, TY_P BEADS] PREFORMED
SULPHUR SPRINGS 372 [B0" CHAIN LINK FENCE aaawune INCH SOLD | 4INCHSOLD [THERMOPLASTIC
SULPHUR SPRINGS 1 [sn warre veuow _| 24 1cH warre
En LE. LE Le
SULPHUR SPRINGS 1796,
'SULPHUR SPRINGS 45 3-13-2026
TARTHWORK SULPHUR SPRINGS _
co
TNCIASSIFED | COMPACTING [EMBANKMENT IN
ROADWAY EXCAVATION. EMBANKMENT PLACE DECIR
CY. cy. cy.
SULPHUR SPRINGS 2008 4031 4031
2008 4031 4031

FULL DEPTH SAWCUT
ROADWAY | LENGTH DESCRIPTION

te
is SULPHUR SPRINGS 158
CCONC. PAVEMENT [SULPHUR SPRINGS 181
(8 degrees NON 339
Sai DESCRIPTION

SY. SY.

SULPHUR SPRINGS| 45 345 INEW FRONTIER MATERIALS
35 45

BUIVPES
ROADWAY J AGGREGATE BASE:

EAS

NTRACTOR FURNISHED SURVEVING AND STAKING
uum su
[mosiuzATION
[wu sum = 1

[SEEDING - COOL SEASON WiXTURES
'SAINCH FORNISHING|

CLASS 3 W.2 [i [LIZ ACHES
suse Feo REE

381

(CULVERT SCHEDULE

REVISE COUNTY COMMENTS
3 [REWSE TCE & UPDATE TAKING AREAS

a

i972076| 6 |REMSE COUNTY COMMENTS

7718/1023) 2 [UPDATE TAKING AR

Qe

apap
275/202

EROSION CONTROL

sit lseoiment|
ROADWAY . | FENCE Removal |

te | ey.
'SULPHUR SPRINGS 35
'SULPHUR SPRINGS

36

AT HWY. 61\67
JEFFERSON COUNTY MO.

'CHAIN LINK FENCE

SULPHUR SPRINGS ROAD

ROADWAY

sweer tre: SCHEDULE
OF QUANTITIES

TERRA
DESIGN
SOLUTIONS

a>
N/F
525 TICINO, LLC
DOC. NO. 2022R-030519
PID: 09-9.0-29.0-3--002--002
580 TICINO DRIVE

3121 Park Hampton

IMPERIAL, MO 63052 be

fi (oto

PARCEL NO. 1 PER DOC. NO. 2022R-030519 ame JE

<

3-13-2026

OX UTUTY POLE =
3

8/8/8/e/2/8| =
B/E) =| 2/8] 8
Ea 8/8/s\e|=\s| 2
7 gle} ele| i 3
eleele|/s]e
dimes [-[-[>[-[-[2
Hegel g e
ss sommes NEW FRONTIER MATERIALS Oye:

; OPERATIONS BETA LLC 22/8

hho sek oe a
z,
&y

DOC. NO. 2023R-025194

Pd PID: 09-9.0-32.0-2-001-017
\ ' es 860 SULPHUR SPRINGS ROAD,
3 | ; IMPERIAL, MO 63052
| sy LEGEND
' RIGHT-OF-WAY (R.OW.)
| Bo 'TEMPORARY CONSTRUCTION EASEMENT (TCE)
\;

PERMANENT DRAINAGE EASEMENT (PDE)
PRESCRIPTIVE ROADWAY EASEMENT (PRE)

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

CL OF GLAZE CREEK
PROUEGY THLE AND LEEATION?

PROJECT NO.:PW21085ROW

6850 US HIGHWAY LLC

; DOC. NO. 2021R-011500 one: ar7re0ze
PID: 09-9.0-29.0-3-002-003 \ moure: 667
i | 6850 US HWY 61-67 JEFFERSON
IMPERIAL, MO 63052 :
eo 'seer TL: RIGHT-OF-WA\
/ / PLAN.
' ! 'Sheer NUMBER:
soar as | Sear TECEROET DOPE | PARC _- [AGREE [ROWSE] POEL [TERESA [REISE RMD
a eee aa THe Ae [eae aT TT ae a
2 NE Fron ie ATES OPSOTON ETAL eb SUN SPRNGTROND -T eta | wos er [is MADGUANTES MKD Forton MOSER -| sums [osaomonmay [mcs [em | eee | ae ete a
elena eres Tipe | he. ces [ERNOMEAEF NONE, AMTGSONRLEL PaaS amnonn | weeemesomom | sean -{ am en {tr [aon [ae

mone!

ros"

'CHO=A96.84"

cCHE=NETS?

415.80

STA = 012469

Lut

Prososrn:
ROCK BLAMET a}

0" ouanuna S
Eid ER
| serpcee res ZO SSN

i=.

LE - + - a S SE a ca

en >
Pup, wer, vot 901.20
ws ew

ane STE unt
iS

(R)16'51'06"W,
128.70"

sepeer ts

es boars,
et i. to)

NEW FRONTIER MATERIALS
OPERATIONS BETA LLC
DOC. NO, 2023R-025194
PID: 09-9.0-32.0-2-001-017
860 SULPHUR SPRINGS ROAD,
IMPERIAL, MO 63052

GENERAL NOTES:

a8 Lc: 200.00 a.

ra

ES

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
'St. Louls, MO.63139
314-412-8764

milke.terra,design@outlook.com|

healt

Be
3-13-2026

My,

atti,

=

(
:

1, CONTRACTOR TO INSTALL CHAIN LINK FENCE AND ABUT TO EXISTING WROUGHT IRON FENCE ALONG HWY, 67

g)2/g]/e/3|3) =
E/E/E)*/2/8
glglels]2]/8| 3
#2) 2/2) 5/8) &
/e/8/8/ 8/8)
S{SiS/S/8/5

PV ELEV: 479.39
*: 30.00
Le: 83.78

wa

35 33 ae xq ag 8a 5 a8 83 3a 38
Fi PH = Ee Pea 3: = a 32 a Ftd
Ed ae Se a2 ae a 2 ae ae Ee 8
ca oy Bw $rOT 70 300 HS

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

PROvecT NO.:PW2108SRDW
pare: 6/7/2022
Raure: 61\67

caunTy: JEFFERSON

degrees"BTAN & PROFILE

7

Hiva405.34--4

Rock
BLANKET

fuse ow set

PROPOSED
GRADE (TYP)

FLARED END eID)

SD AERTS
Ne RADE (TYP)

2THICK
(TP)

ROCK
BLANKET

2 THICK(TYP)

=
'o
2
4

147.8'~ 54" RCP

(C) 0.56%

Station

STORM PROFILE PROFILE

Str Pvee ite

fants

BR be at

- 20. Sie Cease Pet
Gre i

re

Cig ti

ean

al eh coeate

NT ELEVATION SIDE ELEVATION

TEMPORARY EARTH BERM

GRADE (TYP)

XISTING
WATER MAIN

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
St Louis, MO, 63139,
314-412.8764
rmikeserra.design@outlook.cor

Lib

3-13-2026

0450
Station

SWALE SECTION A-A

[JEFFERSON CO, COMMENTS

'3 |REVSE TOE & UPDATE TAKING AREAS

5 [REVSE COUNTY COMMENTS
no |REWSION DESCRIPTION

4

v/ig0a6| 6 [REVISE COUNTY COMMENTS
's/a/aas| + |REWSE COUNTY COMMENTS

7/16/2023] 2 |uPOATE. TAKING AREAS

PROJEGY TITLE AND LOGATION!

AT HWY. 61\67
JEFFERSON COUNTY MO.

END
ROAD WORK

620-2
(48-X 24)

(R)

YIELD CONTROL - ONE LANE TWO WAY OPERATION

ADVANCE WARNING RAIL SYSTEM

BEE SAH
BRS Gas"

ROAD

NARROWS,

RiP)

NOT To ScaLe

TRAFFIC CONTROL
'SHEET 1 OF 1

(wank zon)

G2-5AP
(24 X 18)

SPEED
LIMIT

25

TRAFFIC CONTROL LEGEND
b SIGN (SINGLE SIDED)
| CHANNELIZER
E BARRICADE
DSY = DOUBLE SIDED YELLOW PAINT
SW = SOLID WHITE PAINT

GENERAL SIGNING & STRIPING NOTES:

G2-5AP.
(24 X 18)

SPEED
LIMIT

40

YIELD 10
ONCOMINIG
TRAFFIC

1, COMPLETELY COVER OR REMOVE ALL EXISTING SIGNS THAT CONFLICT WITH THE TRAFFIC CONTROL

SIGNING.
COVER AND REMOVE ALL SIGNS WHEN NOT IN USE.

RELOCATION OF OF CONSTRUCTION SIGNS WILL NOT 8E PAID FOR SEPARATELY AND SHALL BE

INCIDENTAL TO THE INITIAL. INSTALLATION.
NO DIRECT PAYMENT WILL BE MADE FOR RELOCATING SIGNS
NO DIRECT PAYMENT WILL BE MADE FOR COVERING OF SIGNS.

ACCESS TO COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE SHOWN
ON THE PLANS. COMMERCIAL ENTRANCES TO BE CONSTRUCTED HALF AT A' TIME.
SIGN SPACING SHOWN MAY BE ADJUSTED AS NEEDED TO MEET FIELD CONDITIONS.

USE IN PLACE ALL SIGNS THAT DO NOT CONFLICT WITH THIS PLAN
ALL SIGNS SHALL HAVE FLUORESCENT Sh

CONTRACTOR MUST CONTACT JEFFERSON COUNTY PUBLIC WORKS ONE

LANE OR SHOULDER.

EK PRIOR TO CLOSURE OF ANY

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
'St.Louis, MO, 63139
314-412-8764

mike terrasdesign@outlook:cor

3-13-2026

JUPOATE TAKING AREAS
EFFERSON CO, COMMENTS

no [REWsiON DESCRIPTION

1719/2026) 6 [REVISE COUNTY COMMENTS
iz7is/a0ay 5 |REVSE TOE & UPDATE TAKING AREAS.

fcas/aced 5 [REWSE COUNTY COMMENTS
spupaoas| + [REVSE COUNTY COMMENTS

rrepacas| 2
hansravzd 1
ATE

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

PROJecT No.:PW21085RDW
pare: 6/7/2022

roure: 61\67

couNTY: JEFFERSON

sweer me: TRAFFIC
CONTROL-DETAILS

TERRA
DESIGN
SOLUTIONS

3121 Park Hampton
St Louis, MO. 63139,
314-412-8764

mike terrasdesign@outlook.cor

3-13-2026

REVISE COUNTY COMMENTS
JEFFERSON CO. COMMENTS

eR lav asa pam Co
SCN |S |tsarty sar) |peioc. son SS |isarr) exch) area _|reroc.
WARINGSGNS, DESORPTION 'GUDES DESCRIPTION
MarR | aoa] TB. SMECLLTAROW BEZ Some [_12007 BITORN
Morar | 4a8_| 1600 [TURN SWMBOL IGHTARSO fo 58 _| 1200 iparaosD
Nora [aa _| 1600 [CLAVESINEOLLEFTAROW cant a4 | 10.0 [ROAD WORK NEXTIXMILES
[Wor _[ 4Bae_| 1600 [CLRNESWECL RIGHTARROW (coanz aaa | 800_| 4 | 00 [ENOROAD WORK
[worar[- a6 | 1600 FEVEFSE TUR SIVEOL LEFT ARROW (eran) 3oq8_| 450, [PLOT OARFOLOWNE
[WoraR | 4Ba@_| 18.00 FRSVESETURN SMEOLAGHTAROW [crana aa | 875 [REASEVATTFORPLOT
[Wore | 46a8_| 18.00 aw PEVEFEECURVESINEOLLEFT ROW [qrz0-saP7 2x8 | 300 | 4 | 200 |WORKCZONE PLAGUE
[mora | aas| - 18.00 [RERECLRVESEOLAGHTAROW ea 2xie_ | 300 [END DETOUR
[Wor-aex | 448_| 16.00 DOLRLEAROWFEATSE CORVE(SWECLLTARONG (WOES 4905 _| tao [DETOUR(LE-TARFOW)
[ora | aea8_| - 18.00 DOURLEAROWREVEFSE CLIVE (SINBOLRTARRONG [OLS x6 _| 1200 IDETOUR(RGHT ARROW)
[worac. |" | 16.00 IPLEATOWREESE CURVE SINEOLLT AON, Mose axa | 400 TREETNAVERLAGLE
aR | -ae8 | 1600 THRLEAROWRSVESECUVE(SINEOLRTARRONG (MOE ci _| 1200 [DETOURARFOWLEFT
[wore | s0c0 | 1250 [HORGNTAL ARROW MOR 10% x6 | 1200 (DETORAFOWAGHT
[wares [708 | 1800 HOR ZAPROWSINECL ON PERNT EARIOOE REGULATORY SNS
7 | ego | 280 [DOUELEEADHORZAOW (a we | 6% 1 | STOP
[wor-ra_| Ta08_| 16.00 [DOUBLE HEAD HORZAPFOWON FE BARRIO Rez aera | 655 [vio
1624 | 300 (GEON Rr 3a _| 900 ONCOMING PLAGUE
[Mor-8=_| 3005_[ 780 [CERONOVODHGMAS RIP 'aorta | 250 [ALL WAYALAQUE
+ | aeae| "7600 [STOPACED Fe 2600 | 500 | _4_ | ao (SeEDUMIT
lwas2-| aaa | 15.00 [MED AFEAO (SECO Ret a8 _| 160 NORGHTTURY
eas | 1600 20 (EID TO CNOOMMNG TRAFIC rz aa [ 1600 NOLETTURN,
lwass | aaa | - 158.00 [SGRAL AERO (SIMEOU) Fe 3505 _| 9.00 INOTURNS
aea8_| 1800 [BEPREPARED TOSTOP Fo axis |1e00 NOUTUNS
[vss | aaa | 16.00 [SEDUMTAEAD i a0 | 625 LEFTONEMASTTORNLET
[woei_| aaa] - 75.0 MERGE (SNECL OMT) rT 3oao_| 625 IGHTUNEMUSTTUN GH
wore | ae | 16.00 MERE (SWNEOL FROM) et 35a8_ [1200 [DONOTPASS
(Vora | 46a8 | 76.00 IMERCEARROWSINEOL ez 'Soa | 2.0 PASSWIHONE
(Vira | a8 | 16.00 IMEAROWSNEOL eas 'ae [ 1200 EP LETHORL APO
M051 | aba8_[ 1600 |RADEROGE WP NAFRONS ea 'a8 _[ 1200 EP AGIEHORZ AFOW
(woes | aes | 168.0 [ONELAND ERD ia 'ago | 625 (DONOTENTER
loss | a@a8_| 1600 INANE ea 3528 | 600 [WRORGWAY
\Woe-1 | ates | 16.0 [SVIOED HIGHAAY (SABO ret a8 | 675 [ONE VAY ARROWLET
(052 | aos | -T200 [VOEDHGMAYEND, (aad 'a8 | 675 [ONEWAYARROWRGHT
(Woes | aes | 16.00 HWOWAY TRAFFIC rea 240 | 500 [ONEVAYEFT
(woras | aoe | 500 NEXTOKMILES cad 2430 | 500 [ONEWAVAGT
\Woe-T -|~ate8-| 16.0 lane Feo Baxi | 200 [SCENAKGOSD
2 | aae_| 7600 OP re-tit 2x8 | 3.00 [SCBNAKGGSD AERO ARON
[oss [aaa | 16.00 [PAPEVENTENOS roti Zxi8_| 300) ISCEIALK CLOSED AAO RIGHTARROW
(woe-4 | a5c6 | - 8.00 [SOFTSOUDER FiO 26 | 600 ISTOPHEREONFED
[moss | aa8_| 76.00 [SIPPER WEN VET Ritz 530 _| 100 FOADCLOED
a8 | 7600 TRCKCROSSNG RIT 38 600 | 1250 [ROAD CLOSED XXTALESAEAD
[wos-6c_|-as_| 16.00 NRRCKENTRENCE c (ai ooo _| 1250 OADGOSD TO TU TRAC
[wos7 | 9608 |- 800 escent lowes 2oea_| 400 [3 _| 200
[wae-7a | 3645 | 9.00 [FREHOULOOES WEL 616-1005 TOTAL
[woes | aea8_| - 1600 [LOW SHOULDER |CONSTRUCTION SIGNS 2428
[ce-11_|aaa_| -ta.00 [CNEVENTANES [st6-10.70
[wae-t2| aa _| 1600 INOCENTERUNE [RELOCATED SIGNS
hoe-15 | abaa_| 16.0 [FOOD PARENT
| soae | 500 IMOTOROCLERAQUE
7_|a6a6_| 7600 |SOUDERDROP-OF
[Mos-17 | ~soa4 | - 500 [SHOUDEROROR-OF AQUE
[war0-1 | aaRND"| - a6 [RAILROAD GORING
lworet | 2004 [400 [BOUBLE DOAN ARROW.
[warez | aaa_| - 16.00 LOW CLEARANCE
22K] Boei8_| 300 LOW CLEARANCE PLAGUE
[ware | Boga | 1400 | OVEEAD LOW CLEARANCE
a4 | 1260 | 50.00 LOW CLEANCEXXFTXKIN FRVALESAEDD
z5 | Tao | S000 WIDTH FESTFECTTONSXFTDOCIN XKMLESAPEAD
worst | soa | 625 [ACMISORY SPEED PLAGUE
ez | 304 | 500 FEETRUAGUE
loss | ~s0a4 [500 DXMILESPLAGUE.
[waao-1_| aaa | 18.00 ao [ROACIEROGE RP VORAED
2 | aea8 [1600 [DETOURAPEAD
lwaz03_| aaa| - 16.00 OADAOSDAED
lwazo-4 | aa _| 16.00 =o [ONEVANEROADAFEAD
lwaaos|~4eas_| 16.00 I RGHTVCENTERTEFTIANECOED AAD.
~a8_| 1600 [2RIGHITCENTERLEFT NES CLOSED AEA
[waan-6e-|~4a| 16.00 IG TCENTERLEFT LANE CLOSED
Ta_| 4808 | 1600 RACER
lwaat-2 | s505 [soo [FESHOL
5 | aoN6_| 1600 Ea [OUDERNORAEO
lwaza-1 | ~aea| 16.00 [RASTNGZONEAEAD
lwazz2 | aa08 | 1050 [TURN OFF 2. VAY RADIOAND PHONE
fwawe3 | aaa | 1050 [ENOBASTINGZONE
[owzt_[ amis | 218 [WETPANT ARROWPVOTS

'3 |REWSE TOE & UPDATE TAKING AREAS

6 [REWSE COUNTY COMMENTS
2 [UPDATE TAKING AREAS

5

1

uo [REWSION DESCRIETION

's/a/zoas| 4 REVISE COUNTY COMMENTS

ocd
029/08
275/202
7/9/2025
23
DATE

SULPHUR SPRINGS ROAD
AT HWY. 61\67
JEFFERSON COUNTY MO.

PROJECT NO.:PW210SRDW
Dare: 6/7/2022

ROUTE: 61167

county: JEFFERSON

Sueertme: TRAFFIC
CONTROL-DETAILS

10