CITY OF ST PETERS 636.477 -...

CITY OF ST PETERS 636.477.6600 [email protected]

April 27, 2015 RE: Addendum 1: Bid 14-158 – Willott Road Improvements – Bridge BRM 7305 (610) and

Resurfacing 7305 (609) To all Contract Bidders of Record, This Addendum, consisting of one (1) page, plus attachment of seventy-six (76) pages of plans for Bridge, is issued to modify, explain or correct the original Contract documents as noted below, and is hereby made a part of the Contract documents.

• The bridge replacement plans were inadvertently omitted from the original bid packet. Attachment: Willott Road Bridge Replacement Plans When submitting your bid, please include the following:

• Section O - Acknowledge receipt of Addendum 1. Thank you, City of St. Peters [email protected]

mailto:[email protected]

mailto:[email protected]

3/9/2015

1

INDEX OF SHEETS

DESCRIPTION

SHEET

NUMBER

LENGTH OF PROJECT

APPARENT LENGTH

EQUATIONS AND EXCEPTIONS

TOTAL CORRECTIONS

NET LENGTH OF PROJECT

STATE LENGTH

DATE

CONVENTIONAL SYMBOLS(USED IN PLANS)

BUILDINGS AND STRUCTURES

CONCRETE RIGHT-OF-WAY MARKER

STEEL RIGHT-OF-WAY MARKER

FENCE

WOVEN WIRE

UTILITIES

GAS

WATER

NOTE: DASHED OR OPEN SYMBOLS INDICATE

EXISTING FEATURES

UNDERGROUND TELEPHONE

UNDERGROUND POWER

HYD

WV

SIGN

BM

BENCHMARK

NEW

MANHOLE

FIRE HYDRANT

DROP INLET

GROUND MOUNTED SIGN

EXISTING

FEET

FEET

FEET

MILES

T

P

G

W

X

OVERHEAD POWER

OVERHEAD TELEPHONE

LOCATION SURVEY MARKER

2:36:49 PM 3/9/2015

UTILITIES

SEAL

SPECIAL NOTE TO CONTRACTOR(S):

NOTED FOR REMOVAL OR DEMOLITION) DURING CONSTRUCTION.

CONSTRUCTION ACTIVITY; AND TO PROTECT ALL SUCH FEATURES (EXCEPT THOSE SPECIFICALLY

STRUCTURES, AND UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR

IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES,

THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION.

THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID NOT EXIST (OR

THESE FEATURES MUST, THEREFORE, BE CONSIDERED APPROXIMATE, ONLY. IN ADDITION,

AND SURVEYS AVAILABLE AT THE TIME OF DRAWING PREPARATION. THE LOCATIONS OF

HAVE BEEN PLOTTED ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES

CABLE TV CATV

TELEPHONE MANHOLE

TREE

PP

TMH

SANITARY SEWER S

MAILBOX

CHAIN LINK

V

WATER VALVE / WATER METERWM

GV

LIGHT POLE / POWER POLEP RISER

TELEPHONE RISER / POWER RISERT RISER

LAND CORNER

IRON PIPEI.P.

SPRINKLER HEAD

P&C

POWER AND CABLE POLE

GAS VALVE

TO BE REMOVED AND RELOCATED TBR&REL

TO BE REMOVED TBR

ATGADJUST TO GRADE

USE IN PLACE UIP

STREET LIGHT

STOP BOXSB

TCE

TO BE REMOVED BY OTHERS TBRBO

TO BE REMOVED AND RELOCATED BY OTHERS

ADJUST TO GRADE BY OTHERS ATGBO

3/9/2015

1

TRUNCATED DOMES

PDUE

LANDSCAPE BOULDER

TBA&FTO BE ABANDONED AND FILLED

TBRRTO BE REMOVED AND REPLACED

TO BE REMOVED AND REPLACED BY OTHERS TBRRBO

GUY WIRE

PERMANENT DRAINAGE EASEMENT PDE

TITLE SHEET------------------------

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT DRAINAGE & UTILITY EASEMENT

NOT TO SCALE

DESIGN DESIGNATION

BEGINNING OF PROJECT

END OF PROJECT

THE PROJECT TO WHICH THIS PAGE REFERS.

INTENDED TO BE USED FOR ANY PART OR PARTS OF

UNDERSIGNED PROFESSIONAL RELATING TO OR

DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE

SPECIFICATION, ESTIMATES, REPORTS, OR OTHER

DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO)

ONLY FOR WHAT APPEARS ON THIS PAGE, AND

SEAL APPEAR HEREON ASSUMES RESPONSIBILITY

THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL

DISCLAIMER

TYPICAL SECTIONS-------------------

0.0

(636) 477-6600

ST. PETERS, MO 63376

ONE ST. PETERS CENTRE BLVD

CITY OF ST. PETERS

OH

TBR&RELBO

REFERENCE AND COORDINATE POINTS----

INTERSECTION DETAILS---------------

SUMMARY OF QUANTITIES--------------

SCHEDULE OF QUANTITIES-------------

DATE

APPROVED:

CITY OF ST. PETERS, MO

DIRECTOR OF TRANSPORTATION

FEDERAL PROJECT # BRM-7305(610)

BRIDGE REPLACEMENT

WILLOTT ROAD

CONSTRUCTION PLANS FOR

CITY OF ST. PETERS

2A

9

10

13

I-70

MEXICO ROAD

CITY CENTRE PARK

JU

NG

ER

MA

NN

RO

AD

SUTTERS

WILLOTT ROAD

MILLROAD

SP

EN

CE

R

RO

AD

STA. 120+33.70

STA. 107+00.00

1,333.70

1,333.70

PLAN SHEETS------------------------ 5-8

WILLOTT ROAD CROSS SECTIONS--------

BRIDGE PLAN SHEETS-----------------

PROJECT

LOCATION

2-4

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Expiration Date: December 31, 2014

Certificate of Authority: 000159

Discipline: Professional Engineering

314-531-4321 FAX: 314-531-6966 www.HornerShifrin.com

5200 OAKLAND AVE. ST. LOUIS, MO 63110

0.25

CR

EE

KS

PE

NC

ER

90°32’20.435"LONGITUDE

38°46’01.823"LATITUDE

NAD 83 POSITION:

STANDARD DISK IN THE TOP OF A CONCRETE MONUMENT

BENCHMARK - NATIONAL GEODETIC SURVEY STATION NUMBER CSC-03

63-70

15-16

TRAFFIC CONTROL PLAN---------------

PAVEMENT MARKING, EROSION PLAN-----

17-19

NOVEMBER 26, 2014

(636) 477-6600 EXT. 1316

ST. PETERS, MO 63376

1 ST. PETERS CENTRE

CITY OF ST. PETERS

BILL MALACH

CITY OF ST. PETERS

(314) 658-5437

ST. LOUIS, MO 63134

6400 GRAHAM ROAD

KENT THAEMERT

LACLEDE GAS COMPANY

(636) 925-3214

ST. CHARLES, MO 63303

2100 BLUESTONE DRIVE

MARK RUSSO

AMERENUE

(636) 387-6663

TOWN & COUNTRY, MO 63017

815 CHARTER COMMONS

LISA WARD

CHARTER COMMUNICATIONS

(636) 949-1312

KATHLEEN SMITH

AT&T

5B-8B

11RETAINING WALL PLAN & PROFILE------

BOX CULVERT SHEETS-----------------

POSTED SPEED = 40 M.P.H.

A.D.T. - PROPOSED = 18,000

A.D.T. - EXISTING = 16,600

WILLOTT ROAD

STORM SEWER PROFILES---------------

20-26

12BIKE TRAIL/CULVERT GRADING---------

TRAFFIC SIGNAL AND LIGHTING PLAN---

27-60

61-62

SANITARY SEWER PROFILE------------- 14

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70CITY OF ST. PETERS

BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

2A

SHEET 1 OF 2

SUMMARY OF QUANTITIES

BRIDGE REPLACEMENT

WILLOTT ROAD

QUANTITIES OFSUMMARYITEM

DESCRIPTION ITEMPAY UNIT 5BSHEET 6BSHEET 7BSHEET 8BSHEET 15SHEET 16SHEET 17-19SHEETS 20-26SHEETS BRIDGE ROADWAY TOTAL

NUMBER BRM-7305(610) ROADWAY ROADWAY BRM-7305(610) BRM-7305(610) ROADWAY BRM-7305(610) ROADWAY ROADWAY SUBTOTAL SUBTOTAL QUANTITY

ITEMS:ROADWAY

1 GRUBBING ANDCLEARING LS 1 1 1

2 IMPROVEMENTS OFREMOVAL LS 1 1 1

3 EXCAVATION ACLASS CY 4339 270 4609

4 EMBANKMENTCOMPACTING CY 167 2 169

5 BLANKET ROCK 2 TYPEFURNISHING CY 390 390 0 390

6 BLANKET ROCK 2 TYPEPLACING CY 390 390 0 390

7 THICK) (4" BASE AGGREGATE 5TYPE SY 923 401 363 923 764 1687

8 NON-REINFORCED) (8" PAVEMENTCONCRETE SY 788 315 282 788 597 1385

9 PAVEMENT APPROACHCONCRETE SY 359 359 0 359

10 AND GRADE TO ADJUST AND MANHOLE TO INLET CONVERT

EACH 1 0 1 1 COVER PAMREX TO LID CONVERT

11 VERTICAL GUTTER, ANDCURB LF 522 214 209 522 423 945

12 SECTION ANCHORBRIDGE EACH 2 2 0 2

13 SECTIONTRANSITION EACH 2 2 0 2

14 TERMINAL END GUARDRAILCRASHWORTHY EACH 2 2 0 2

15 (TRIM-LINE)CHANNELIZERS EACH 10 0 10 10

16 BARRICADE IIITYPE EACH 23 2 23 2 25

17 SIGNS CONTROLTRAFFIC SF 178 58 178 58 236

18 SIGN MESSAGECHANGEABLE EACH 3 3 0 3

19 MOBILIZATION LS 1 1 2

20 STAKING AND SURVEYING FURNISHEDCONTRACTOR LS 1 1 2

21 PIPE CHLORIDE POLYVINYL8" LF 206 206 0 206

22 PIPE CHLORIDE POLYVINYL18" LF 189 189 0 189

23 PIPE CONCRETE REINFORCED III CLASS12" LF 18 0 18 18



26 (48") MANHOLE CONCRETEPRECAST EACH 1 3 3 1 4

27 SECTION END FLARED12" EACH 1 0 1 1

28 SECTION END FLARED30" EACH 1 1 0 1

29 BASIN CATCH WITH DRAINTRENCH LF 28 28 0 28

30 VALVECHECK EACH 2 2 0 2

31 UNTRAPPED INLET, CURBSINGLE EACH 1 0 1 1

32 UNTRAPPED INLET, CURBMULTIPLE EACH 1 0 1 1

33 ROLLSFIBER LF 9 18 9 18 27

34 FENCESILT LF 456 456 0 456

35 REMOVALSEDIMENT CY 4 4.1 0 4

36 BLANKET ROCK - 5MSD CY 4 4 0 4

37 TOP INLET 54"X96"CANTILEVERED EACH 1 1 0 1

38 TOP INLET 54"X75"CANTILEVERED EACH 1 1 0 1

39 WALL BLOCKMODULAR SF 954 954 0 954

40 FENCE LINKCHAIN LF 217 217 0 217

ITEMS:SIGNALS/LIGHTING/SIGNING/STRIPING

41 PAINT MARKING PAVEMENT WATERBORNE ACRYLIC WHITE IN.4 LF 800 3010 800 3010 3810

42 PAINT MARKING PAVEMENT WATERBORNE ACRYLIC YELLOW IN.4 LF 1410 2620 1410 2620 4030

43 WHITE IN. 12 PAINT, MARKING PAVEMENT WATERBORNEACRYLIC LF 230 0 230 230

44 WHITE IN. 24 PAINT, MARKING PAVEMENT WATERBORNEACRYLIC LF 100 0 100 100

45 YELLOW IN. 8 PAINT, MARKING PAVEMENT WATERBORNEACRYLIC LF 180 180 0 180

46 ARROW LEFT/RIGHT PAINT, MKNG. PVMT. DRY FAST COPOLYMERACRYLIC EACH 17 0 17 17

47 COMBINATION PAINT, MKNG. PVMT. DRY FAST COPOLYMERACRYLIC

EACH 2 0 2 2 ARROWSTRAIGHT-LEFT/RIGHT

48 SYMBOL BICYCLE PAINT, MKG. PVMT. DRY FAST COPOLYMERACRYLIC EACH 1 4 1 4 5

49 SYMBOL PERSON" "HAND-WALKING W/ PEDESTRIAN, 1S, TYPE HEAD,SIGNAL

EACH 6 0 6 6 ILLUMINATION) LED ALL W/ (16"X18", DISPLAY "COUNTDOWN"AND

50 GAUGE #6 GROUND, STRANDEDWIRE LF 80 0 80 80

51 LEAD-IN, LOOP DETECTOR AND/OR BUTTON PUSHCABLE,

LF 660 0 660 660 (SHIELDED) CONDUCTOR 2 GUAGE, #18

52 3S TYPE HEAD,SIGNAL EACH 3 0 3 3

53 3B TYPE HEAD,SIGNAL EACH 7 0 7 7

54 ARM M 6.1 OR ARM FT. 20 CL, TYPEPOST, EACH 2 0 2 2

55 ARM 9.1 OR ARM FT. 30 CL, TYPEPOST, EACH 1 0 1 1

56 ARM 12.2 OR ARM FT. 40 CL, TYPEPOST, EACH 1 0 1 1

57 CONTROLLER TS2 NEMA HOUSING, ASSEMBLYCONTROLLER EACH 1 0 1 1

58 PUSHBUTTONDETECTOR, EACH 6 0 6 6

59 SYSTEM DETECTIONVIDEO EACH 1 0 1 1

60 TRENCH IN., 2CONDUIT, LF 277 0 277 277

61 TRENCH IN., 3CONDUIT, LF 90 0 90 90

62 PUSHED IN., 2CONDUIT, LF 1051 0 1051 1051

63 PUSHED IN., 3CONDUIT, LF 264 0 264 264

64 POWER CONDUCTOR, 1 AWG 6CABLE, LF 360 0 360 360

65 CONDUCTOR 5 AWG 16CABLE, LF 660 0 660 660


67 1 CLASS PREFORMED BOX,PULL EACH 1 0 1 1




71 CONCRETEBASE, CY 15.3 0 15.3 15.3

72 POLES EQUIPMENT, SIGNAL TRAFRFIC OLD DELIVER ANDREMOVE

LS 1 0 1 1 YARD CITY TO ARMS MASTAND

73 WITH 2 TYPE BATTERY, BACKUP WITH ASSEMBLY SUPPLYPOWER

EACH 1 0 1 1 CABINET CONTROL LIGHTING120V

74 LUMINAIRELED EACH 4 0 4 4

75 SIGN NAME STREET ILLUMINATEDLED EACH 4 0 4 4

76 FIXTURE LIGHT LED ACTIVATED MOTION MOUNTED,SURFACE EACH 4 0 4 4

77 BOX JUNCTIONEMBEDDED EACH 4 0 4 4


79 MODE SINGLE FIBER, 48 CABLE, OPTICFIBER LF 1240 0 1240 1240

80 STRUCTURE ON 3/4"CONDUIT, LF 100 0 100 100


82 SHR2L-1 TYPE SIGN,SIGNAL SF 28.1 0 28.1 28.1

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2A

SHEET 2 OF 2

SUMMARY OF QUANTITIES

BRIDGE REPLACEMENT

WILLOTT ROAD

BRM-7305(610) -EARTHWORK

ACLASS COMPACTING REMARKS

LOCATION STATION STATION EXCAVATION EMBANKMENT(CY) (CY)

ROADWAY 107+00.00 111+00.00 285 11

WESTBRIDGE 858 6

CULVERT / EASTBRIDGE 3196 150

TOTALS 4339 167

OFF) (HAUL MATERIALEXCESS 4172

EARTHWORK. IN INCLUDED NOT IS AND IMPROVEMENTS OF REMOVAL IN INCLUDED IS PAVEMENT EXISTING OFREMOVAL

MATERIAL. EXCESS OF OFF HAUL THE FOR MADE BE WILL PAYMENT ADDITIONALNO

ROADWAY -EARTHWORK

ACLASS COMPACTING REMARKS

LOCATION STATION STATION EXCAVATION EMBANKMENT

(CY) (CY)

ROADWILLOTT 115+63.80 120+22.07 270 2

TOTALS 270 2

OFF) (HAUL MATERIALEXCESS 268

EARTHWORK. IN INCLUDED NOT IS AND IMPROVEMENTS OF REMOVAL IN INCLUDED IS PAVEMENT EXISTING OFREMOVAL

MATERIAL. EXCESS OF OFF HAUL THE FOR MADE BE WILL PAYMENT ADDITIONALNO

QUANTITIES OFSUMMARYITEM

DESCRIPTION ITEMPAY UNIT 5BSHEET 6BSHEET 7BSHEET 8BSHEET 15SHEET 16SHEET 17-19SHEETS 20-26SHEETS BRIDGE ROADWAY TOTAL

NUMBER BRM-7305(610) ROADWAY ROADWAY BRM-7305(610) BRM-7305(610) ROADWAY BRM-7305(610) ROADWAY ROADWAY SUBTOTAL SUBTOTAL QUANTITY

ITEMS:PEDESTRIAN

83 THICK) (7" RAMP CURB SIDEWALK,CONCRETE SY 22 11 0 33 33

84 CONSTRUCTION) (NEW RAMPS CURB FOR DOMESTRUNCATED SF 36 20 0 56 56

85 THICK) (4" SIDEWALKCONCRETE SY 439 145 138 439 283 722

86 THICK) (4" MIX BASEASPHALT SY 851 851 0 851

87 THICK) (6" BASE AGGREGATE 5TYPE SY 906 906 0 906

ITEMS:LANDSCAPING

88 SEEDING ACRE 0.1 0.1 0.6 0.6 0.2 0.8

ITEMS:BRIDGE

89 EXCAVATION 1CLASS CY 120 0 120


91 BRIDGES OFREMOVAL LS 1 0 1

92 (BRIDGE) SLAB APPROACHBRIDGE SY 242 0 242

93 RAILING BICYCLE IN.)(72 LF 212 0 212

94 RAILING CURB BARRIERSAFETY LF 235 0 235

95 IN.) (12 PILES STEELSTRUCTURAL LF 751 0 751

96 REINFORCEMENT POINTPILE EACH 29 0 29

97 (SUBSTRUCTURE) CONCRETE BCLASS CY 157 0 157

98 CURB BARRIERSAFETY LF 237 0 237

99 BEAM CONCRETE ONSLAB SY 604 0 604

100 BEAM BOX SPREAD CONCRETE PRESTRESSED IN.27 LF 511 0 511

101 (BRIDGES) STEELREINFORCING LB 12090 0 12090

102 DRAINSLAB EACH 3 0 3

103 BENTS END AT DRAINVERTICAL EACH 2 0 2

104 PAD BEARING NEOPRENEPLAIN EACH 12 0 12

105 PAD BEARING NEOPRENELAMINATED EACH 12 0 12

ITEMS:CULVERT


107 (CULVERTS) CONCRETE B-1CLASS CY 200 0 200

108 LINERSFORM SY 66 0 66

109 (CULVERTS) STEELREINFORCING LB 36260 0 36260

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AND DRAINAGE FACILITIES, 2009.

ST. LOUIS SEWER DISTRICT’S STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS

DOCUMENT. ALL STORM SEWERS SHALL BE CONSTRUCTED PER THE METROPOLITAN

CONSTRUCTION (2011) SHALL BE USED WHEN SPECIFICALLY REFERENCED IN THIS

STREET CONSTRUCTION. THE MISSOURI STANDARD SPECIFICATIONS FOR HIGHWAY

CITY OF ST. PETERS DESIGN CRITERIA AND STANDARD SPECIFICATIONS FOR

HIGHWAY CONSTRUCTION SHALL BE USED FOR ANY ITEMS NOT COVERED IN THE

STREET CONSTRUCTION. ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR

CITY OF ST. PETERS DESIGN CRITERIA AND STANDARD SPECIFICATIONS FOR

7) ALL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND

MADE FOR DOWEL BARS.

SPECIFICATIONS AND DETAILS. NO ADDITIONAL PAYMENT SHALL BE

6) DOWEL BARS TO BE USED PER ST. LOUIS COUNTY STANDARD

NO DIRECT PAY FOR SAWCUTS.

5) ALL SAWCUTS SHALL BE INCIDENTAL TO REMOVAL OF IMPROVEMENTS.

4) EXISTING 12’ LANES ON WILLOTT ROAD WILL BE RESTRIPED.

3) SECTIONS SHOWN MAY NOT APPLY AT INTERSECTIONS.

TRAFFIC CONTROL DEVICES (MUTCD).

THE CURRENT EDITION OF THE MANUAL ON UNIFORM

2) ALL NECESSARY PAVEMENT MARKINGS MUST COMPLY WITH

1) DO NOT SCALE DRAWING. FOLLOW DIMENSIONS.

NOTES:

WILLOTT ROAD

2.5’

3:1

2.5’ 3’ 3’

¸ WILLOTT ROAD

STA. 109+48.86 TO STA. 109+87.21

5’ BIKE LANE5’ BIKE LANE

SIDEWALK

4" CONCRETE

(WIDTH VARIES)

SIDEWALK

10’ TO 10.5’ *

VARIES

10’ TO 10.5’ *

VARIES

1’ 10’ to 21’**

VARIES

* VARIES FROM 10’ AT STA 109+17.21 TO 10.5’ AT STA 109+87.21

** VARIES FROM 10’ AT STA 109+17.21 TO 21’ AT STA 111+00.00

***

1.5’ TO 0’

VARIES

*** VARIES FROM 1.5’ AT STA 109+17.21 TO 0’ AT STA 109+87.21

VARIES

SIDEWALK

4" CONCRETE

1.5%

VARIES

1.5%2% 2%3:

1

GUTTER

CURB AND

6" VERTICAL

GUTTER

CURB AND

6" VERTICAL

1’ (TYP.) 6" TYPE 5 AGGREGATE BASE

WILLOTT ROAD

2.5’2.5’ 3’ 3’

¸ WILLOTT ROAD

STA. 107+00.00 TO STA. 108+10.00


41’

10’

1.5’

10’10’

2% 2%

SIDEWALK

4" CONCRETE

GUTTER

6" VERTICAL CURB AND

AND GUTTER

6" VERTICAL CURB

1’ (TYP.)

SIDEWALK

6’

1.5%3:1

SIDEWALK

4" CONCRETE

1’

2

SHEET 1 OF 3

TYPICAL SECTIONS

BRIDGE REPLACEMENT

WILLOTT ROAD

PREPARED SUBGRADE

CONCRETE APPROACH PAVEMENT AT STA 107+63.16 TO STA 108+10.00

CONCRETE PAVEMENT

8" PORTLAND CEMENT

AGGREGATE BASE

4" TYPE 5

SIDEWALK

6.1’

CONCRETE APPROACH PAVEMENT AT STA 109+48.86 TO STA 109+89.64

PREPARED SUBGRADE

CONCRETE PAVEMENT

8" PORTLAND CEMENT

AGGREGATE BASE

4" TYPE 5 CONNECTION

SPENCER CREEK TRAIL

PAVEMENT (BASE)

4" TYPE "X" BITUMINOUS

TERMINAL

TYPE A CRASHWORTHY

2% 2%3:1

¸ SPENCER CREEK TRAIL

5’ 5’SHLDR.

2’

10’

3:1

MAX.

WALL

MODULAR BLOCK

TYPICAL MODULAR BLOCK WALL SECTION

MODULAR BLOCK WALL

3’

TRAIL CONNECTION

SPENCER CREEK

3:1

VARIES

STA. 13+37.69 LT TO STA. 14+52.53 LT - WALL B

STA. 14+00.00 RT TO STA. 14+80.00 RT - WALL A

SPENCER CREEK TRAIL

SHLDR.

2’

1’

1’

FENCE

CHAIN LINK

BLACK VINYL

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3:1

SIDEWALK

6’

1’

1.5%

1’ (TYP.)

(WIDTH VARIES)

WIDENING

EXISTING

MATCH

CONCRETE PAVEMENT

8" PORTLAND CEMENT

AGGREGATE BASE

4" TYPE 5

SIDEWALK

4" CONCRETE

GUTTER (TBR)

EX. CURB AND

PREPARED SUBGRADE

STA. 115+63.80 TO STA. 120+22.07

WILLOTT ROAD

2.5’2.5’

SHEET 2 OF 3

TYPICAL SECTIONS

BRIDGE REPLACEMENT

WILLOTT ROAD

GUTTER

EX. CURB AND

10.5’ 10.5’10.5’10.5’10.5’

¸ WILLOTT ROAD

3

3’

5’ BIKE LANE

SAWCUT

3’

5’ BIKE LANE

63.5’

AND GUTTER

6" VERTICAL CURB

WILLOTT ROAD

2.5’2.5’ 3’ 3’

¸ WILLOTT ROAD

STA. 109+87.21 TO STA. 111+00.00


(WIDTH VARIES)

SIDEWALK

10’ to 21’**

VARIES

** VARIES FROM 10’ AT STA 109+17.21 TO 21’ AT STA 111+00.00

3:1

1’ 10.5’10.5’

VARIES

0’ TO 10.5’*

VARIES

* VARIES FROM 0’ AT STA 109+87.21 TO 10’ AT STA 110+87.21

SIDEWALK

4" CONCRETE

1.5%1.5%

SIDEWALK

4" CONCRETE

GUTTER

CURB AND

6" VERTICAL

AND GUTTER

6" VERTICAL CURB

2% 2%

1’ (TYP.)

3:1

(WIDTH VARIES)

SIDEWALK

PREPARED SUBGRADE

CONCRETE PAVEMENT

8" PORTLAND CEMENT

AGGREGATE BASE

4" TYPE 5

2% 2%

SPENCER CREEK TRAIL

3:1 3:1

STA. 13+37.68 TO STA. 15+06.97

STA. 10+16.00 TO STA. 12+15.67

6" TYPE 5 AGGREGATE BASE

PAVEMENT (BASE)

4" TYPE "X" BITUMINUOUS


5’ 5’SHLDR.

2’

SPENCER CREEK TRAIL

3:1 3:1


PAVEMENT (BASE)



STA. 9+91.00 TO STA. 10+16.00

2.5’ 2.5’

0’ TO 2.5’*

VARIES

0’ TO 2.5’*

VARIES


AGGREGATE BASE

6" TYPE 5

PREPARED SUBGRADE

PAVEMENT (BASE)


PREPARED SUBGRADE

PREPARED SUBGRADE

2%

SPENCER CREEK TRAIL

3:1 3:1


PAVEMENT (BASE)



STA. 15+06.97 TO STA. 15+36.97

0.7’ TO 0’**

VARIES

3.1’ TO 0’*

VARIES

* VARIES FROM 3.1’ AT STA 15+06.97 TO 0’ AT STA 15+36.97

AGGREGATE BASE

6" TYPE 5

PREPARED SUBGRADE PREPARED SUBGRADE

2%

2% 2%

SHLDR.*

2’


1.9’

** VARIES FROM 0.7’ AT STA 15+06.97 TO 0’ AT STA 15+16.97

4.3’

10’

PAVEMENT (BASE)

BITUMINUOUS

4" TYPE "X"

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SHEET 3 OF 3

TYPICAL SECTIONS

BRIDGE REPLACEMENT

WILLOTT ROAD

4

MODIFY SUMP TO SUPPORT CANTILEVER

54"x96" TOP

REPLACE EXISTING 54"x54" TOP WITH

4.5’ 4’ 2’

5"

6"

2%

2%

5 1/4" MIN. OPENING

SPECIAL SUMP DETAIL 1

6"

4.5’ 2’

5"

6"

2%

2%

5 1/4" MIN. OPENING

SPECIAL SUMP DETAIL 2

6"

MODIFY SUMP TO SUPPORT CANTILEVER

54"x75" TOP

REPLACE EXISTING 54"x54" TOP WITH

15"

DETAIL 3

BEHIND BARRIER

SIDEWALK TRANSITIONS

1.5

%

2%

BARRIER

CONCRETE TRAFFIC

BRIDGE WINGWALL

BRIDGE

BRIDGE APPROACH SLAB

A

A B

B

SECTION A-A

1.5%

(WIDTH VARIES)

SIDEWALK

SECTION B-B

2%

2%

8.63’

1.5%GUTTER

CURB AND

6" VERTICAL

BARRIER

CONCRETE TRAFFIC

BARRIER

CONCRETE TRAFFIC

BARRIER AND BRIDGE FILL FACE

SIDEWALK BETWEEN END OF

TRANSITION CROSS SLOPE ON

BRIDGE APPROACH SLAB

BRIDGEBARRIER

CONCRETE TRAFFIC

BRIDGE WINGWALL

D

D

E

1.5

%

EC

C

2%

2%

DETAIL 4

BEHIND BARRIER

SIDEWALK TRANSITION

SECTION C-C SECTION D-D

8.86’

GUTTER

CURB AND

6" VERTICAL

BARRIER

CONCRETE TRAFFIC7.29’

2%

SECTION E-E

BARRIER

CONCRETE TRAFFIC8.63’

SIDEWALK

SIDEWALK

SIDEWALKSIDEWALKSIDEWALK

CURB AND GUTTER

6" VERTICAL

SIDEWALK

SIDEWALK

CURB AND GUTTER

6" VERTICAL

...\002_Typical_1330800.dgn 2:36:52 PM 3/9/2015

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SHEET 5 QUANTITIES

5B

*QUANTITIES FOUND ON SHEET 5B ARE INCLUDED IN BRM-7305(610).

SEWERSSTORM

STRUCTURE REMARKS

LO

CA

TI

ON

ST

ATI

ON

OF

FS

ET

SI

DE

CA

NTI

LE

VE

RE

D

54"

X96"

T

OP

IN

LE

T

CA

NTI

LE

VE

RE

D

54"

X75"

T

OP

IN

LE

T

(EA) (EA)

ROADWILLOTT 108+05.49 26.9 LT 1

ROADWILLOTT 108+07.05 14.3 RT 1

1 1

GUTTER ANDCURB

LOCATION STATION STATION SIDE GUTTER ANDCURB REMARKS

VERTICAL

(LF)

ROADWILLOTT 107+00.00 107+97.57 LT 97.6

ROADWILLOTT 107+00.00 108+16.45 RT 116.1

ROADWILLOTT 109+36.58 111+00.00 LT 163.5

ROADWILLOTT 109+55.65 111+00.00 RT 144.7

TOTAL 521.9

TOTALPAY 522

GUARDRAIL

LOCATION STATION STATION SIDE

BRIDGE TRANSITION CRASHWORTHY

REMARKSANCHOR SECTION GUARDRAIL

SECTION TERMINALEND

(EACH) (EACH) (EACH)

ROADWILLOTT 107+71.44 108+28.56 RT 1 1 1

ROADWILLOTT 109+24.41 109+81.52 LT 1 1 1

TOTAL 2 2 2

TOTALPAY 2 2 2

SIDEWALKCONCRETE

LOCATION STATION STATION CONC4" REMARKS

SIDEWALK

(SY)

ROADWILLOTT 107+00.00 111+00.00 438.5

TOTAL 438.5

TOTALPAY 439

PAVEMENTCONCRETE

LOCATION STATION STATION NON-REINFORCED8" 5 TYPE4" REMARKS

BASEAGGREGATE

(SY) (SY)

ROADWILLOTT 107+00.00 111+00.00 787.8 922.9

TOTAL 787.8 922.9

TOTALPAY 788 923

PAVEMENT APPROACHCONCRETE

LOCATION STATION STATION PAVEMENT APPROACH8" REMARKS

(SY)

ROADWILLOTT 107+63.16 108+10.00 176.4

109+48.86 109+89.64 182.3

TOTAL 358.7

TOTALPAY 359

BLANKETROCK

LOCATION STATION STATION 2 TYPEFURNISHING 2 TYPEPLACING REMARKS

BLANKETROCK BLANKETROCK

(CY) (CY)

ROADWILLOTT 108+38.31 108+66.14 223 223

ROADWILLOTT 108+99.94 109+20.55 167 167

TOTAL 390 390

TOTALPAY 390 390

...\1330800 Plan Profile3-B Sheet.dgn 2:37:10 PM 3/9/2015

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....CITY OF ST. PETERS

WILLOTT ROAD BRIDGE

BRM-7305(610)

FEDERAL PROJECT NO.

470

480

490

500

470

480

490

500

SCALE

6040200

(UIP)

EX. 15" RCP

LIMITS

CONSTRUCTION

(UIP)

EX. 12" RCP

LIMITS

CONSTRUCTION

L P

WILLOTT (80’ WIDE) ROAD

EX. DRAINAGE EASEMENT

LP

LP

SPE

NCE

R

CREE

K

SP

EN

CE

R

CR

EE

K

TR

AI

L

111107 108 109 110

LPLP

LP

L P

(UIP)

EX. 15" RCP

(UIP)

POLE

EX. POWER

(UIP)

POLE

EX. POWER

5

112

(UIP)

EX. SIDEWALK

EX. R/W

EX. COVENANT PARK SIGN (UIP)

EX. R/W

2

1

PB 22 PG 156

PLAT ELEVENSOUTH VILLAGESPENCER CREEK

PB 23 PG 69

SPENCER CREEK VILLAGES

3

4

PB 22 PG 55

PHASE 1ST. PETERS CONDOMINIUMS

17 16

15

PB 21 PG 61

CRESCENT HILLS

14

(TBR&RELBO)

EX. SIGN

20’

5’SHEET 1 OF 4

PLAN SHEET

BRIDGE REPLACEMENT

WILLOTT ROAD

PB 20 PG 86

PLAT 2COVENANT PARK

DB 1175 / PG 1629

14 CONSTELLATION HILL DRIVE

JACK T. & DEBRA A. DEMPSEY

3-0153-5376-00-0007.0000000

N/F

LOT 7

DB 5615 / PG 1317

16 CONSTELLATION HILL DRIVE

RHONDA JONES

3-0153-5376-00-0008.0000000

N/F

LOT 8

CITY OF ST. PETERS

3-0153-5376-00-0083.0000000

N/FCITY OF ST. PETERS

3-0153-5245-00-000A.0000000

N/F

ST. PETERS CONDOS HOME ASSOC.

2-0108-5530-00-0001.0000000

N/FDB 959 / PG 1310

CITY OF ST. PETERS

2-0108-1779-00-005.5000000

N/F

DB 1055 / PG 1899

48 SPENCER TRAIL COURT

SCOTT A. & REBECCA S. SANDERS

2-0108-5691-00-240A.0000000

N/F

LOT 240A

DB 6000 / PG 728

48 SPENCER TRAIL COURT

SCOTT A. & REBECCA S. SANDERS

2-0108-5691-00-240.0000000

N/F

LOT 240

EX. R/W8" P

VC

8" PVC

PLAN & PROFILE)

(SEE SHEET 8 FOR BIKE TRAIL

NEW SPENCER CREEK TRAIL

(UIP)

EX. 12" FES

(TBR)

EX. SIDEWALK

DRAIN

TRENCH

CHECK VALVE

CHECK VALVE

MA

TC

HLI

NE

ST

A

11

2+

00

MA

TC

HLI

NE

ST

A

11

2+

00

475

485

495

475

485

495

ACCESSIBILITY GUIDELINES.

3) ALL UTILITY APPURTENANCES LOCATED WITHIN SIDEWALKS SHALL BE ADJUSTED TO MEET ADA

STANDARD SPECIFICATIONS AND DETAILS.

2) CURB RAMPS AND DETECTABLE WARNING PANELS SHALL BE CONSTRUCTED PER ST. LOUIS COUNTY

1) ALL SAWCUTS SHALL BE INCIDENTAL TO REMOVAL OF IMPROVEMENTS. NO DIRECT PAY FOR SAWCUTS.

NOTES:

SEE SHEET 8 FOR TRAIL DETAILS

BARRIER

TRAFFICCONCRETE

FL = 480.29

14’ X 10’ BOX CULVERT

(UIP)

EX. CURB INLET

EX. R/W

PROPOSED GROUND LINE

EXISTING GROUND

CONSTRUCTION LIMITS

NEW TCE

LP

(TBR)

EX. 10" TREE

(TBR)

EX. 8" TREE

(TBR)

EX. 24" TREE

(TBR)

EX. 8" TREE

(TBR&RELBO)

EX. SIGN

(UIP)

EX. 30" RCP

(UIP)

POLE

EX. LIGHT

(TBRBO)

EX. POWER POLE

(UIP)

EX. SIGNS

(UIP)

POLE

EX. POWER

(TBR)

EX. 12" TREE

(TBR)

EX. 12" TREE

(TBR)

EX. 12" TREE

(TBR)

EX. 8" TREE

(TBR&RELBO)

PULL BOX

EX. UTILITY

NEW TCE

CONCRETE APPROACH PAVEMENT

SLAB

APPROACH

BRIDGE

(UIP)

EX. CURB INLET

SAWCUT

(TBR)

EX. SIDEWALK

(TBR)

SPENCER CREEK BRIDGE

(TO BE SALVAGED)

SPENCER CREEK PEDESTRIAN BRIDGE(TBR)

EX. SIDEWALK

SLAB

APPROACH

BRIDGE

PAVEMENT

APPROACH

CONCRETE

(TBR)

EX. GUARDRAIL (TBR)

EX. SIDEWALK

14’x10’ BOX CULVERT

MANHOLE

SAWCUT

BE

GI

N

PR

OJ

EC

T

ST

A

10

7+

00.

00

SIDEWALK

SIDEWALK

SIDEWALK

42’

(UIP)

EX. SIDEWALK

SIDEWALK

SHEET 4)

(SEE DETAIL 1 ON

BRIDGE TOP

SPECIAL SUMP

ON SHEET 4)

(SEE DETAIL 2

BRIDGE TOP

SPECIAL SUMP

10.1

MH

2.1

TD

1.1

MH

3.1

P

3.2

TD

BRIDGE ANCHOR SECTION

TRANSITION SECTION

CONNECTION

SPENCER CREEK TRAIL

(TBR&REL)

WARNING SIGN

EX. BRIDGE

(UIP)

EX. POWER RISERS

SECTION

BRIDGE ANCHOR

SECTION

TRANSITION

(TBRBO)

METERS

EX. WATER

STA. 107+60.57

PAVEMENT

BEGIN CONCRETE APPROACH

STA. 109+92.23

PAVEMENT

END CONCRETE APPROACH

(TBR)

EX. PAVEMENT

(FROM UTILITY MAPS)

EX. FIBER OPTIC

(FROM UTILITY MAPS)

EX. POWER

10’ CURB TRANSITION


END TERMINAL

CRASHWORTHY GUARDRAIL

END TERMINAL

CRASHWORTHY GUARDRAIL

LINK FENCE (TYP.)

BLACK VINYL CHAIN

WING WALL WITH

(TBR&RELBO)

EX. POWER POLE

UTILITY EASEMENT

NEW PERMANENT

(UIP)

EX. 12" TREE

(TBR)

EX. 12" TREES

(TBR)

EX. 14" TREE

(UIP)

EX. 8" TREE

(UIP)

EX. 30" TREE

(UIP)

EX. 10" TREE


(BY OTHERS)

8" WATER LINE

(BY OTHERS)

12" WATER LINE

LINE (TBABO)

EX. 12" WATER

(FROM UTILITY MAPS)

(TBABO)

EX. 12" WATER

MANHOLE

SANITARY

10S

SHEET 4)

(SEE DETAIL 3 ON

BEHIND BARRIER

SIDEWALK TRANSITION

SHEET 4)

(SEE DETAIL 3 ON

BEHIND BARRIER

SIDEWALK TRANSITION

DRAIN

TRENCH

SHEET 4)

(SEE DETAIL 3 ON

BEHIND BARRIER

SIDEWALK TRANSITION

TR

AI

L

SP

EN

CE

R

CR

EE

K

SHEET 4)

(SEE DETAIL 4 ON

SIDEWALK TRANSITION

(TBR)

EX. 30" RCP

TREE (TBR)

EX. 26"

30"

RCP

(TBR)

EX. 30" RCP

(TBR)

EX. SANITARY MH

PIPE (TBR)

EX. SANITARY

18" P

VC

(SEE BRIDGE PLANS)

BRIDGE

NEW SPENCER CREEK

(TBR)

EX. 14" TREE

(TBR)

EX. 10" TREE

TYPE 2 ROCK BLANKET

BLANKET

TYPE 2 ROCK

DRAINAGE EASEMENT

NEW PERMANENT

PAGE 84.

A PLATTED PERMANENT UTILITY EASEMENT PER BK 22

NOTE 1: THE NEW WATER MAIN WILL BE LOCATED WITHIN

?

P RISER

P RISER

P RISER

P RISER

PP

PP

PP

WMWMWM

SIGN

SIGN

SIGNSIGN SIGN

SAN

DI

DI

DI

BM

BMBMBMBM

P&T

SIGN

SIGN

PPPP

EX. 8" W

EX. 12" W

EX. 12" WSAN

495.57

495.15

494.73

494.41

494.14

493.88

493.68

493.48

493.34

493.25

493.18

493.11

475.43

478.70

492.94

492.65

492.60

492.55

492.42

492.26

492.09

491.91

491.72

491.54

491.39

491.22

491.02

490.82

490.78

470470 493.35

493.25

493.15

493.05

492.95

492.85

492.75

492.65

492.55

492.45

492.35

492.26

106+00 107+00 108+00 109+00 110+00 PI

ST

A

11

1+

00.

00

111+00 112+00

-0.50% EL 49

2.25

MA

TC

H

EXI

STI

NG

ST

A 110

+21.14

EL 493.37

MA

TC

H

EXI

STI

NG

ST

A 107

+95.00

EN

D

CO

NS

TR

UC

TI

ON

ST

A 111

+00.00

RECONSTRUCT EXISTING PAVEMENT RECONSTRUCT EXISTING PAVEMENT

CO

NS

TR

UC

TI

ON

BE

GI

N

ST

A 107

+00.00

...\1330800 Plan Profile3.dgn 8:53:51 AM 3/11/2015

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SHEET 6 QUANTITIES

6B

*QUANTITIES FOUND ON SHEET 6B ARE INCLUDED IN THE ROADWAY PROJECT.

SIDEWALKCONCRETE

LOCATION STATION STATION CONC4" SIDEWALKCONC. TRUNCATED REMARKS

SIDEWALK (7") RAMPCURB DOMES

(SY) (SY) (SF)

ROADWILLOTT 115+63.80 118+00.00 144.2 21.5 35.2

TOTAL 144.2 21.5 35.2

TOTALPAY 145 22 36

SEEDING

LOCATION STATION STATION AREA REMARKS

(ACRE)

ROADWILLOTT 115+63.80 118+00.00 0.07

TOTAL 0.07

TOTALPAY 0.1

ADJUSTMENTSUTILITY

LOCATION STATION SIDE OFFSET INLETCONVERT REMARKS

ATG AND MANHOLETO

TO LID CONVERTAND

COVERPAMREX

(EACH))

ROADWILLOTT 116+46.72 LT 29.7 1

TOTAL 1

TOTALPAY 1

PAVEMENTCONCRETE


BASEAGGREGATE

(SY) (SY)

ROADWILLOTT 115+63.80 118+00.00 314.4 400.5

TOTAL 314.4 400.5

TOTALPAY 315 401

GUTTER ANDCURB

LOCATION STATION STATION GUTTER ANDCURB REMARKS

VERTICAL

(LF)

ROADWILLOTT 115+63.80 118+00.00 214.0

TOTAL 214.0

TOTALPAY 214

SEWERSSTORM

PIPING REMARKS

LO

CA

TI

ON

ST

ATI

ON

OF

FS

ET

SI

DE

NU

MB

ER

ST

RU

CT

UR

E

S

TR

UC

TU

RE

TO

O

PE

NI

NG

SPI

PE

I

NL

ET

C

UR

BSI

NG

LE

UN

TR

AP

PE

D

F

ES

12"

R

CP

12"

III

CL

(EA) (EA) (LF)

ROADWILLOTT 116+46.72 29.7 LT 16.1MH 16.2CI 1-30" 1-21",1-12", 13 COVERPAMREX

ROADWILLOTT 116+56.01 39.0 LT 16.2CI 16.3FES 2-12" 1 1 5

TOTAL 1 1 18


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WILLOTT ROAD BRIDGE

BRM-7305(610)

FEDERAL PROJECT NO.

470

480

490

500

10’

R

SCALE

6040200

(TBR)

SIGNAL POST

EX. TRAFFIC

(TBR)

SIGNAL POST

EX. TRAFFIC

(UIP)

EX. 15" RCP

112 113 114 115 116

(UIP)

EX. BUSH

(UIP)

EX. BUSH

LP

(UIP)

EX. FLAG POLE

(UIP)

EX. SMALL BLOCK WALL

(UIP)


(UIP)


(UIP)

EX. FLAG POLE

(UIP)

EX. FLAG POLE

(UIP)

EX. 15" RCP

(UIP)

EX. BUSHES

(UIP)

EX. BUSHES

(UIP)

EX. BUSHES

(UIP)

EX. TREES

(UIP)

EX. BUSHES

(UIP)

EX. FENCE

(UIP)

EX. 30" RCP

6

(UIP) EX. CURB INLET

(UIP) EX. CURB INLET

(UIP)

EX. CURB INLET

(UIP)

EX. LIGHT POLE

(UIP)

EX. SIDEWALK

LIMITSCONSTRUCTION

(UIP)

EX. SIDEWALK

117 118

LP

(TBR)

EX. SIDEWALK

EX. R/W

(TBR&RELBO)

EX. POWER POLE(TBR)

EX. TREES

24" PAMREX COVER)

(CONVERT TO MH

EX. CURB INLET

(UIP)

EX. SANITARY MH

LP

14

PB 20 PG 86

PLAT 2COVENANT PARK

13 12

SHEET 2 OF 4

PLAN SHEET

BRIDGE REPLACEMENT

WILLOTT ROAD

EXISTING GROUND

20’

5’

DB 831 / PG 340

CITY OF ST. PETERS

3-0153-5245-00-000A.0000000

N/F

11

DB 1221 / PG 957

2 BARKWOOD TRAILS

THOMAS E. & LINDA J. ROGERS

3-0153-5245-00-0013.0000000

N/F

LOT 13

DB 3733 / PG 1929

1 MONIQUE COURT

WENDY M. MEIER

3-0153-5245-00-0012.0000000

N/F

LOT 12

DB 4616 / PG 734

2 MONIQUE COURT

LAY DOROTHY ANN HOEKMAN

3-0153-5245-00-0001.0000000

N/F

LOT 1

5

6

SEE SHEET 6

ST. PETERS CONDOS HOME ASSOCIATION

2-0108-5594-00-001.0000000

N/F

PB 55 PG 138


4


2-0108-5530-00-001.0000000

N/F


PB 22 PG 55

MA

TC

HLI

NE

ST

A

11

8+

00

MA

TC

HLI

NE

ST

A

11

2+

00

MA

TC

HLI

NE

ST

A

11

8+

00

MA

TC

HLI

NE

ST

A

11

2+

00

WITH MAST ARM

TRAFFIC SIGNAL POST

WITH MAST ARM

TRAFFIC SIGNAL POST

CURB RAMP TYPE 2

TRAFFIC SIGNAL POST WITH MAST ARM

WITH MAST ARM

TRAFFIC SIGNAL POST

SIDEWALK

12" RCP

12"

RCP

CURB INLET

475

485

495

505

495

505

500

490

485

480

475

470

EX. CURB RAMP (UIP)

EX. CURB RAMP (UIP)

EX. CURB RAMP (UIP)

DE

LR

AY

DRI

VE

MO

NI

QU

E

CO

UR

TB

OC

A

RA

TO

N

DRI

VE






NOTES:

(TBR)

CURB & GUTTER

2.5’ WIDE VERTICALSAWCUT

EX. R/W

EX. R/W

EX. R/W

STA. 115+63.80

BEGIN WIDENING

(UIP)

EX. STOP SIGN

NEW TCE

DRAINAGE EASEMENT

NEW PERMANENT

12" FESEX. PVC (TBR)

NEW R/W

(TBR)

AND MAST ARM

SIGNAL POST

EX. TRAFFIC

(UIP)

WALL

EX. SMALL BLOCK

(TBR)

WITH MAST ARM

SIGNAL POST

EX. TRAFFIC

(TBR)

CONTROLLER

EX. TRAFFIC SIGNAL

DOMES (UIP)

WITH TRUNCATED

EX. CURB RAMPS

DOMES

WITH TRUNCATED

CURB RAMP TYPE 1

WITH TRUNCATED DOMES

CURB RAMP TYPE 1

(UIP)

EX. SIGN

(UIP)

EX. CURB INLET

PULL BOX

(UIP)

EX. POWER POLE

NEW TCE

(UIP)

EX. 21" RCP

(TBR)

EX. 16" TREE

(UIP)

DOMES

WITH TRUNCATED

EX. CURB RAMP

(UIP)

BOX

EX. UTILITY

(UIP)

EX. SIGN

PULL BOX

(UIP)

EX. POWER POLE

(TBR&RELBO)

EX. POWER POLE

(TBR&RELBO)

EX. POWER POLE

(TBR)

WALL

EX. SMALL BLOCK

(TBR)

LANDSCAPING

EX. BUSHES AND

(UIP)

LINE

EX. 8" SANITARY

LINE (UIP)

EX. 8" SANITARY

(UIP)

EX. TELE VAULTS

BOX (ATGBO)

EX. TELE

BOX (TBR)

SIGNAL PULL

EX. TRAFFIC

TRAFFIC SIGNAL PULL BOX

BOX (TBR)

EX. SIGNAL PULL

PULL BOX (TBR)

EX. SIGNAL DOUBLE

TRAFFIC SIGNAL CONTROLLER

TRAFFIC SIGNAL PULL BOX

LEGEND

WITHIN SIDEWALK

-EXISTING PULL BOXES (TBR)

SIDEWALK TO BE REPLACED

(UIP)

SPLICE BOX

EX. UTILITY

(UIP)

EX. 30" RCP

(UIP)

EX. 30" RCP

(UIP)

EX. 30" RCP

(UIP)

EX. 30" RCP

(UIP) EX. 30" RCP

UTILITY EASEMENT

NEW PERMANENT

PANEL (UIP)

EX. CONTROL

WILLOTT (80’ WIDE) ROAD

16.1

MH

16.2

CI

16.3

FES

4’

TO 4’ AT STA 116+75

FROM 6’ AT STA 116+65

TRANSITION SIDEWALK

TO 6’ AT STA 117+05

FROM 4’ AT STA 116+95

TRANSITION SIDEWALK

& LIGHTING CONTROLLER

ASSEMBLY WITH BATTERY BACKUP

TRAFFIC SIGNAL POWER SUPPLY

TRAFFIC SIGNAL DOUBLE PULL BOX

(TBR)

PULL BOX

SIGNAL PREFORMED

EX. TRAFFIC

ASSEMBLY (TBR)

EX. SIGNAL POWER SUPPLY

(FROM UTILITY MAPS)

EX. POWER

(FROM UTILITY MAPS)

EX. POWER

(FROM UTILITY MAPS)

EX. POWER

SEE SHEETS 23-24 FOR TRAFFIC SIGNAL DETAILS

(FROM UTILITY MAPS)

EX. FIBER OPTIC

EM

TBLL L

L

L

L

L

LLLLL

L

?

?

PP

PPPP

SIGN

SIGNSIGN

SIGN

SAN

SAN

DI

DI

DI

DI DI

FLAG

FLAGFLAG

WV

PP

SIGN

PP

VAULTVAULT

CONTROL

490.78

490.79

490.86

491.10

491.34

491.50

491.69

491.89

492.12

492.34

492.53

492.71

492.89

493.09

493.29

493.43

493.54

493.72

494.05

494.38

494.75

495.14

495.59

496.24

496.90

497.68

498.51

499.38

500.42

501.45

502.59

112+00

PI

ST

A

11

3+

00.

00

113+00 114+00 115+00 116+00 117+00 118+00

...\1330800 Plan Profile4.dgn 2:37:27 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

SHEET 7 QUANTITIES

7B

*QUANTITIES FOUND ON SHEET 7B ARE INCLUDED IN THE ROADWAY PROJECT.

SEWERSSTORM

DRAINAGEPIPING REMARKS

STRUCTURES

LO

CA

TI

ON

ST

ATI

ON

OF

FS

ET

SI

DE

NU

MB

ER

ST

RU

CT

UR

E

S

TR

UC

TU

RE

TO

O

PE

NI

NG

SPI

PE

I

NL

ET

C

UR

BM

UL

TI

PL

E

UN

TR

AP

PE

D

C

ON

CR

ET

EP

RE

CA

ST

(48")

M

AN

HO

LE

R

CP

15"

III

CL

(EA) (EA) (LF)

ROADWILLOTT 118+79.22 30.1 LT 18.1MH 18.2MCI 1-21" 1-18",1-15", 1 9 COVERPAMREX

ROADWILLOTT 118+80.66 39.0 LT 18.2MCI 1-12",1-15" 1

TOTAL 1 1 9

SIDEWALKCONCRETE

LOCATION STATION STATION CONC4" SIDEWALKCONC. TRUNCATED REMARKS

SIDEWALK (7") RAMPCURB DOMES

(SY) (SY) (SF)

ROADWILLOTT 118+00.00 120+31.68 137.8 10.2 20.0

TOTAL 137.8 10.2 20.0

TOTALPAY 138 11 20

SEEDING


(ACRE)

ROADWILLOTT 118+00.00 120+31.68 0.08

TOTAL 0.08

TOTALPAY 0.1

PAVEMENTCONCRETE


BASEAGGREGATE

(SY) (SY)

ROADWILLOTT 118+00.00 120+22.07 281.5 362.1

TOTAL 281.5 362.1

TOTALPAY 282 363

GUTTER ANDCURB

LOCATION STATION STATION GUTTER ANDCURB REMARKS

VERTICAL

(LF)

ROADWILLOTT 118+00.00 120+31.68 208.6

TOTAL 208.6

TOTALPAY 209


SHEET

OF

70S

TA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................


WILLOTT ROAD BRIDGE

BRM-7305(610)

FEDERAL PROJECT NO.

500

510

520

500

510

520

530

540

SCALE

6040200

10’

R

(UIP)

EX. CURB INLET

LIMITS

CONSTRUCTION

(TBR&RELBO)

EX. POWER POLE

(TBR&RELBO)

EX. POWER POLE

(UIP)

POLE

EX. POWER

EX. 15"

RCP

(UIP)

EX. GAS VALVE

LP

LP

SHEET 3 OF 4

PLAN SHEET

BRIDGE REPLACEMENT

WILLOTT ROAD

6

DB 822 / PG 1377

2300 WILLOTT ROAD

CHURCH OF GOD AT SPENCER CREEK

2-0108-1779-00-005.8000000

N/F

LOT 13

7

8

DB 5864 / PG 2004

850 JUNGERMANN ROAD

SCHNUCK MARKETS, INC.

2-0108-5913-00-000A.0000000

N/F

DB 3967 / PG 2098

890 JUNGERMANN ROAD

CITY OF ST. PETERS

2-0108-5913-00-000B.0000000

N/F

910

DB 5003 / PG 1095

908 JUNGERMANN ROAD

ST. LOUIS CHINESE BAPTIST CHURCH

3-0153-5999-00-0001.0000000

N/F

LOT 1

PLAT 1COVENANT PARK

PB 25 PG 77DB 3714 / PG 1872

1 BARKWOOD TRAILS

K. DEWITTE

3-0153-5245-00-0051.0000000

N/F

LOT 51

WILLOTT ROAD (80’ WIDE)

JU

NG

ER

MA

NN

RO

AD

BA

RK

WO

OD

TR

AI

LS

(TBR&REL)

EX. SIGN

EX. 10’ EASEMENT

EN

D

PR

OJ

EC

T

ST

A

12

0+

33.

70

MA

TC

HLI

NE

ST

A

11

8+

00

EXISTING GROUND EXISTING GROUND

EX. 18" RCP (UIP)

15" RCP

20’

5’

505

515

525

530 555

550

545

540

530

535535

545

550

555

525

520

505

515

525

530

EX. MH

EX. 12" RCP

EX. CURB INLET

(UIP)

EX. CURB RAMP

EX. CURB RAMP

EX. CURB RAMP

SAWCUT






NOTES:

EX. 12" RCP (UIP)

LINE (UIP)

EX. 8" SANITARY

NEW TCE

STA. 120+22.07

END WIDENING

(TBR&RELBO)

EX. POWER POLE

NEW R/W

WITH TRUNCATED DOMES

CURB RAMP TYPE 2

(UIP)

RISER

EX. PHONE

POLE (UIP)

EX. POWER METER (UIP)

EX. WATER

EX. R/W

EX. R/W

(UIP)

EX. TRIPLE CURB INLET

(UIP)EX. CURB RAMP

UTILITY EASEMENT

NEW PERMANENT

18.1

MH

18.2

MCI

MANHOLE

(TBR)

EX. TRIPLE CURB INLET

(FROM UTILITY MAPS)

EX. FIBER OPTIC

EX. 12" RCP (TBR)

MULTIPLE CURB INLET

7

?

P RISER

P RISER

P RISER

P RISER

P RISER

P RISER

3X2

T RISER

PP PPPP

PPPP

PP PPPP

WM WM

GV

GVSIGN

SIGNSIGN

SIGN

SIGN

SIGN

SAN

SAN

DIDIDI

DI

DIDI

DI DI DI

I.P.

I.P.

I.P.

I.P.

I.P.

I.P.

MH

MH

SIGN

CATV

118 119 120 121 122 123

502.59

503.76

504.97

506.31

507.64

509.20

510.83

512.51

514.33

516.15

518.18

520.27

522.35

524.38

526.41

528.68

530.97

533.16

535.44

537.72

540.00

542.33

544.68

546.99

549.29

551.68

553.98

555.69

557.27

118+00 PI

ST

A

11

9+

00.

00

119+00 120+00 121+00 PI

ST

A

12

1+

50.

00

122+00 123+00

...\1330800 Plan Profile5.dgn 2:37:41 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

SHEET 8 QUANTITIES

8B

*QUANTITIES FOUND ON SHEET 8 ARE INCLUDED IN BRM-7305(610).

TRAIL CREEKSPENCER

LOCATION STATION STATION ASPHALT4" 5 TYPE6" REMARKS

MIXBASE BASEAGGREGATE

(SY) (SY)

TRAIL CREEKSPENCER 9+91.00 12+15.67 443.2 471.6 CONNECTIONSINCLUDES

TRAIL CREEKSPENCER 13+37.68 15+06.97 407.6 434.2 LOT PARKING PARK AND SIDEWALK ROAD WILLOTT TO CONNECTIONSINCLUDES

TOTAL 850.8 905.8

TOTALPAY 851 906

WALL RETAINING BLOCKMODULAR

LOCATION STATION STATION SIDEMODULAR

FENCE LINKCHAIN REMARKS WALLRETAINING

(SF) (LF)

TRAIL CREEKSPENCER 13+37.69 14+52.53 LT 691.3 216.6

TRAIL CREEKSPENCER 14+00.00 14+80.00 RT 262.5

TOTAL 953.8 216.6

TOTALPAY 954 217

SEEDING


(ACRE)

ROADWILLOTT 107+00.00 111+00.00 0.6

TOTAL 0.6

TOTALPAY 0.6

SEWERSSTORM

STRUCTURESDRAINAGE PIPING REMARKS

LO

CA

TI

ON

ST

ATI

ON

OF

FS

ET

SI

DE

NU

MB

ER

ST

RU

CT

UR

E

S

TR

UC

TU

RE

TO

O

PE

NI

NG

SPI

PE

C

ON

CR

ET

EP

RE

CA

ST

(48")

M

AN

HO

LE

F

ES

30"

V

AL

VE

CH

EC

K P

VC

8"

P

VC

18"

R

CP

30"

III

CL

D

RAI

NT

RE

NC

H

B

ASI

N

CA

TC

HWI

TH

(EA) (EA) (EA) (LF) (LF) (LF)

ROADWILLOTT 109+91.21 129.5 LT 9.1MH 8.1FES 2-30" 1 1 158

ROADWILLOTT 110+39.08 30.8 LT 10.1MH 9.1MH 2-30" 1 110

ROADWILLOTT 109+07.42 42.2 LT 10SMH 269SMH 2-18" 1 189

TRAIL CREEKSPENCER 12+23.64 2.1TD 1.1P 1 131 14

TRAIL CREEKSPENCER 13+28.78 3.2TD 3.1P 1 75 14

TOTAL 3 1 2 206 189 268 28


SHEET

OF

70S

TA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................


WILLOTT ROAD BRIDGE

BRM-7305(610)

FEDERAL PROJECT NO.

470

480

490

495

470

480

490

495

SCALE

6040200

EX. R/W

WI

LL

OT

T (80’

WI

DE)

RO

AD

SPENCER CREEK

SPENCER CREEK TRAIL

LP

(UIP)

POLE

EX. POWER

8

11 12 13 1410

LP

LP

LP

LP

(UIP)

EX. SIDEWALK

15

4

14

15

3-0153-5376-00-0083.0000000

CITY OF ST. PETERS

N/F

SPENCER CREEK TRAIL

20’

5’

EXISTING GROUND

LIMITS

CONSTRUCTION

30" RCP

LIMITS

CONSTRUCTION

8"

PV

C

485

475 475

485

8"

PV

C

NEW BRIDGE

CHECK VALVE

CHECK VALVE


BOX CULVERT

PROPOSED 14’x10’

EX.

R/

W

LP

LP

TRENCH DRAIN

MANHOLE


TRENCH DRAIN

MANHOLE

30" FES

30" RCP

SEE SHEET 5 FOR ROADWAY DETAILS

NEW TCE

EASEMENT

NEW PERMANENT DRAINAGE

TRAILSPENCER CREEK

ST

A 15

+06.97

MA

TC

H

EXI

STI

NG

ST

A 10

+16.00

MA

TC

H

EXI

STI

NG

LEGEND

TRAIL/SIDEWALK REMOVAL

3LP

DB 959/ PG 1310

CITY OF ST. PETERS

2-0108-1779-00-005.5000000

N/F

ST. PETERS CONDOS HOME ASSOC.

2-0108-5530-00-0001.0000000

N/F

DB 831 / PG 340

CITY OF ST. PETERS

3-0153-5245-00-000A.0000000

N/F

CURVE 1

CURVE 1

CURVE 2

CURVE 3

CURVE 4

SPENCER CREEK TRAIL

CURVE 2

SPENCER CREEK TRAIL

R 80.00’

T 26.29’

L 50.80’

D 71° 37’ 11"

Õ 36° 22’ 47" (LT)PT 11+46.39

PC 10+95.59

PI 11+21.88

CURVE 3

SPENCER CREEK TRAIL

R 80.00’

T 22.52’

L 43.91’

D 71° 37’ 11"

Õ 31° 27’ 02" (RT)PT 12+17.76

PC 11+73.84

PI 11+96.37

CURVE 4

SPENCER CREEK TRAIL

R 80.00’

T 18.31’

L 36.00’

D 71° 37’ 11"

Õ 25° 46’ 53" (LT)PT 13+60.56

PC 13+24.56

PI 13+42.87

10’

10’

10’

10’CURVE 5

R 150.00’

T 8.47’

L 16.92’

D 38° 11’ 50"

Õ 6° 27’ 44" (RT)PT 10+35.78

PC 10+18.86

PI 10+27.33

CURVE 5

SPENCER CREEK TRAIL

R 150.00’

T 8.54’

L 17.06’

D 38° 11’ 50"

Õ 6° 30’ 56" (RT)PT 14+78.78

PC 14+61.72

PI 14+70.26

NEW SIDEWALK

NEW SIDEWALK

(TBR&REL)

EX. SIGN

8.1

FES

1.1

P

9.1

MH

2.1

TD

10.1

MH

3.1

P

3.2

TD

SHEET 4 OF 4

PLAN & PROFILE

SPENCER CREEK TRAIL

WILLOTT ROAD


TRAIL CONNECTION

NEW SPENCER CREEK

TRAIL CONNECTION

NEW SPENCER CREEK


(TBR)

EX. 30" RCP

(UIP)

EX. CURB

(SEE SHEET 11)

MODULAR WALL

NEW SMALL BLOCK

(SEE SHEET 11)

MODULAR WALL

NEW SMALL BLOCK

10’R

2’

R

10(T

YP)’

R

5’R5

’R

40’

R

50’

R

20’

R

(FROM UTILITY MAPS)

EX. FIBER OPTIC

MAPS)

(FROM UTILITY

EX. POWER

(16’x7’x1’ DEEP)

MSD 5 - ROCK BLANKET

(TBR&REL)

EX. SIGN

(BY OTHERS)

LINE

12" WATER

(BY OTHERS)

8" WATER LINE

269S

10S

(UIP)

MANHOLE

EX. SANITARY

MANHOLE

SANITARY

TRAILSPENCER CREEK

267S(UIP)

MANHOLE

EX. SANITARY

PP

PP

WM

WM

WM

SI

GN

SA

N

SA

N

SA

N

SA

N

BM

BM

BM

BM

P&

T

SI

GN

SI

GN

SI

GN

PP

EX. 12" W

VPI 10

+40.36

EL 487.47

+0.78% -5.00%

45.00’ V.C.

K = 8

SSD = 209’

VPI 12

+11.58

EL 478.90

-5.00% +1.95%

55.00’ V.C.

K = 8

VPI 12

+80.22

EL 480.24

+1.95% -2.03%

VPI 13

+39.36

EL 479.05

-2.03% +5.00%

50.00’ V.C.

K = 7

VPI 14

+82.00

EL 486.18

+5.00% -0.24%

40.00’ V.C.

K = 8

SSD = 226’VP

C 10

+17.86

VP

T 10

+62.86

VP

C 11

+84.08

VP

T 12

+39.08

VP

C 13

+14.36

VP

T 13

+64.36

VP

C 14

+62.00

VP

T 15

+02.00

EL 487.28

MA

TC

H

EXI

STI

NG

ST

A 10

+16.00

EX.

FI

BE

R

OP

TI

C

CA

BL

E

EX.

PO

WE

R

TRENCH DRAIN

FL=477.41

TRENCH DRAIN

FL=477.29

EX. 12" WATER

EX. 6" GAS

30" RCP

FL=477.28

EL 486.12

MA

TC

H

EXI

STI

NG

ST

A 15

+06.97

SA

N

109

+00

110

+00

PI

STA 11

1+00.

00

111

+00

PO

T

ST

A 9

+91.00

PC

ST

A 10

+18.86

PT

ST

A 10

+35.78

PC

ST

A 10

+95.59

PT

ST

A 11

+46.38

PC

ST

A 11

+73.84

PT

ST

A 12

+17.76

PC

ST

A 13

+24.56

PT

ST

A 13

+60.56

PC

ST

A 14

+61.72

PT

ST

A 14

+78.78

PI

ST

A 15

+06.97

PO

T

ST

A 15

+42.91

15+00 10+00

...\1330800 Plan Profile6.dgn 9:06:59 AM 3/11/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

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PR

OFE

SS

ONAL ENG

NE

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..................................................................

....

9

COORDINATE POINTS

REFERENCE POINTS &

BRIDGE REPLACEMENT

WILLOTT ROAD

39.0’

63.0’

FACE OF CURB

60.0’

14.6’

69.7’

31.0’ 17.1’

CONTROL POINT 4023 CONTROL POINT 4011 CONTROL POINT 4016

DI

CATCH BASIN

6" CYPRESS TREE

FLAG POLE

13.4’40.2’

CONTROL POINT 4017

POWER POLE3" BRADFORD PEAR TREE

FACE OF CURB

UNIT CBUILDING CORNER

FLAG POLE

SI

GN

LOCUST TREEQUAD TRUNK

"NO CUT-THROUGH"SIGN

FACE OF CURB

ELEVATION = 493.75

OFFSET = 30.24 LT

STATION = 107+42.14

EASTING = 795161.65

NORTHING = 1071122.51

COORDINATES

3.6’

5.3’

4.0’

ELEVATION = 494.75

OFFSET = 54.22 LT

STATION = 114+68.81

EASTING = 795884.60

NORTHING = 1071041.87

COORDINATES

ELEVATION = 500.70

OFFSET = 31.41 LT

STATION = 117+64.67

EASTING = 796173.78

NORTHING = 1070975.36

COORDINATES

ELEVATION = 531.34

OFFSET = 30.95 RT

STATION = 121+21.90

EASTING = 796518.40

NORTHING = 1070862.73

COORDINATES

POINTSCOORDINATE

SHEETPLAN STATION STATION

NORTHING EASTING

DESCRIPTION

(FEET) (FEET)

5 107+00.00 ROADWILLOTT 1071098.48 795115.68 PROJECTBEGIN

5 111+00.00 ROADWILLOTT 1071042.36 795511.73 STAPI



7 120+33.70 ROADWILLOTT 1070905.63 796435.36 PROJECTEND

8 9+93.01 TRAIL CREEKSPENCER 1071311.53 795393.66 TRAILBEGIN

8 10+18.86 TRAIL CREEKSPENCER 1071310.64 795395.07 1 CURVE - STAPC

8 10+27.33 TRAIL CREEKSPENCER 1071302.17 795394.82 1 CURVE - STAPI

8 10+35.78 TRAIL CREEKSPENCER 1071293.79 795393.61 1 CURVE - STAPT













8 15+06.97 TRAIL CREEKSPENCER 1070840.39 795468.10 STAPI

8 15+36.97 TRAIL CREEKSPENCER 1070812.38 795478.85 TRAILEND

...\008_Ref & Coord Points.dgn 2:37:54 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

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I

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PR

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SS

ONAL ENG

NE

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..................................................................

....

SHEET 1 OF 1

INTERSECTION DETAILS

BOCA RATON DRIVE

WILLOTT ROAD -

GENERAL NOTES:

SCALE

3020100

47.00’ LT

STA 115+73.80

L = 12.48’

R = 10.00’

Õ = 71° 28’ 47"

10’ TYP

2.48’

493.8449

3.97

494.

01

SL

OP

E -1.7

%

SLOPE -2.0%

10

BO

CA

RA

TO

N

DRI

VE

WILLOTT ROAD

MO

NI

QU

E

CO

UR

T

115+00 116+00 117+00

UTILITY EASEMENT

NEW PERMANENT

EX. R/W

NEW TCE

NEW R/WNEW TCE

ADA ACCESSIBILITY GUIDELINES.

6) ALL UTILITY APPURTENANCES LOCATED WITHIN SIDEWALKS SHALL BE ADJUSTED TO MEET

COUNTY STANDARD SPECIFICATIONS AND DETAILS.

5) CURB RAMPS AND DETECTABLE WARNING PANELS SHALL BE CONSTRUCTED PER ST. LOUIS

SLOPE OF 1.5% (+ OR - 0.5%) IN ANY DIRECTION (SLOPE 1.0% TO 2.0% MAX.)

4) CURB RAMP LANDINGS SHALL HAVE A MINIMUM SIZE OF 4 FT. BY 4 FT. WITH A CROSS

INCIDENTAL, NO DIRECT PAYMENT WILL BE MADE FOR SAWCUTS.

3) REMOVED MATERIAL SHALL BE NEATLY SAWCUT. SAWCUTS SHALL BE

2) ALL ELEVATIONS SHOWN ARE TO GUTTER FLOWLINE.

1) ALL CURVE DATA SHOWN IS TO BACK OF CURB.

43.82’ LT

STA 115+64.32

37.00’ LT

STA 115+73.80

HEIGHT CONCRETE CURB

6" WIDE VARIABLE

...\010_Intersection_Details_1330800.dgn 2:37:55 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

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F MSSOUR

I

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PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

PP

SIGNSIGN

SIGN

DI

FLAG

PP

470

480

490

495

470

480

490

495

SCALE

6040200

EX. R/W

WI

LL

OT

T (80’

WI

DE)

RO

AD

SPENCER CREEK

LP

11

LP

LP

LP

LP

40 6

14

15

3-0153-5376-00-0083.0000000

CITY OF ST. PETERS

N/F

SPENCER CREEK T

RAIL

20’

5’

LIMITS

CONSTRUCTION

485

475 475

485

8"

PV

C

NEW BRIDGE

CHECK VALVE

EX.

R/

W

LP


MANHOLE

TRAILSPENCER CREEK

ST

A 15

+06.97

MA

TC

H

EXI

STI

NG

DB 831 / PG 340

CITY OF ST. PETERS

3-0153-5245-00-000A.0000000

N/F

CURVE 1

CURVE 4

CURVE 5

CURVE 5

SPENCER CREEK TRAIL

R 150.00’

T 8.54’

L 17.06’

D 38° 11’ 50"

Õ 6° 30’ 56" (RT)PT 14+78.78

PC 14+61.72

PI 14+70.26

TRENCH DRAIN

WALL B

R 49.00’

T 28.79’

L 52.05’

D 116° 55’ 49"

Õ 60° 52’ 01" (RT)PT 40+57.54

PC 40+05.49

PI 40+34.28

RETAINING WALL A

NEW MODULAR BLOCK

STA. 40+00.00 WALL B =

BEGIN NEW WALL

43.26’ LT

CREEK TRAIL

STA. 13+37.69 SPENCER

7.00’ LT

CREEK TRAIL


STA. 41+17.19 WALL B =

END NEW WALL

PI STA. 41+08.19

WALL B CURVE 1

PC STA. 40+05.49

PT STA. 40+57.54

STA. 30+00.00 WALL A =

BEGIN NEW WALL

7.00’ RT

CREEK TRAIL


5.20’ RT

CREEK TRAIL


STA. 30+79.38 WALL A =

END NEW WALL

PI STA. 30+60.00

SHEET 1 OF 1

PLAN & PROFILE

RETAINING WALL

WALL A

30

WITH FENCE

RETAINING WALL B

NEW MODULAR BLOCK

470

475

480

485

490

495

41

WALL B

EX. 10’ EASEMENT

EX. 10’ EASEMENT

3.1

P

3.2

TD

10.1

MH

TRAIL CONNECTION

NEW SPENCER CREEK

PP

PP

SA

N

SA

N

I.

P.

BM

BM

BM

BM

I.

P.

SI

GN

SI

GN

PP

EX. 12" W

109

+00

110

+00

PI

STA 11

1+00.

00

111

+00

PC

ST

A 13

+24.56

PT

ST

A 13

+60.56

PC

ST

A 14

+61.72

PT

ST

A 14

+78.78

PI

ST

A 15

+06.97

PO

T

ST

A 15

+42.91

15+0048

2.60

30

+00.00

30+00.00

481.27

EXISTING GROUND LINE

486.00

30

+79.38

TOP OF WALL

30+79.38

483.33


BELOW GRADE)

(MINIMUM OF 8"

BASE OF WALL

48

6.00

30

+10.00

EXISTING GROUND LINE

BELOW GRADE)

(MINIMUM OF 8"

BASE OF WALL

BLOCK COURSE)

HEIGHT OF ONE MODULAR

(EACH STEP EQUALS THE

TOP OF WALL

490.50

40

+00.00

489.83

40

+25.00

488.50

40

+50.00

487.83

40

+75.00

486.50

41

+00.00

41

+17.19

486.50

40+00.00

485.17

40+17.19

483.17

(FACE OF WALL)


(BACK OF WALL)


...\1330800 Retaining Wall.dgn 2:37:56 PM 3/9/2015

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NE

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..................................................................

....

P

RI

SE

R

P

RI

SE

R

P

RI

SE

R

PP

PPP

P

SI

GN

SI

GN

SI

GN

SI

GN

SI

GN

SA

N

SA

N

SA

N

DI

DI

BM

BM

BM

BM

BM

P&

T

480

480

485

485

490

490

495

475

475

475

480

480

485

485 490

490

49

5

SI

GN

SI

GN

SI

GN

PP

108

+00

109

+00

110

+00

PI STA 11

1+00.00

111

+00

15+00

10+00

...\1330800 Grading.dgn 9:12:09 AM 3/11/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

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I

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PR

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SS

ONAL ENG

NE

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..................................................................

....

SPENCER CREEK

TRAIL

SPENCER CREEK

WIL

LO

TT R

OA

D

SPENCER CREEK TRAIL

CONNECTION

SPENCER CREEK TRAIL

CONNECTION

SPENCER CREEK T

RAIL

SHEET 1 OF 1

GRADING PLAN

BIKE TRAIL/CULVERT

12

EASEMENT

NEW PERMANENT DRAINAGE

EX. R/W

EX.

R/

W

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

NEW TCE

CONNECTION

CONNECTION TO TRAIL

FOR PARKING LOT

10% MAX. SLOPE

TRAIL CONNECTION

FOR SPENCER CREEK

5% MAX. SLOPE

TRAIL CONNECTION

FOR SPENCER CREEK

5% MAX. SLOPE

LEGEND

EX. 1 FT CONTOUR

EX. 5 FT CONTOUR

PR. 1 FT CONTOUR

PR. 5 FT CONTOUR

490485

480

485

490

490

485

480

485

490

485

NEW TCE

EX. DRAINAGE EASEMENT

EX. EASEMENT

RETAINING WALL

MODULAR BLOCK

RETAINING WALL

MODULAR BLOCK

490

485

480

480

485

485

490

490

...\1330800 Storm Sewer Profiles.dgn 2:37:57 PM 3/9/2015

SHEET

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BRM-7305(610)

FEDERAL PROJECT NO.

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....

SHEET 1 OF 1

PROFILES

STORM SEWER

475

480

485

490 490

485

480

475

470 470

475

480

485

490

470

490

495

500

505

510

515

520

500

475

480

485

490

470

490

485

480

475

470

520

515

510

505

500

500

495

490

490

485

480

475

470

495495

13

5’

20’

GENERAL NOTES:

ARE APPROXIMATE.

5) LOCATION OF UTILITIES ON PIPE PROFILES

STRUCTURE.

4) PIPE CENTERLINE APPLIES TO CENTERLINE OF

BACKFILLED WITH COMPACTED EARTHFILL.

OUTSIDE OF THE RIGHT-OF-WAY SHALL BE

COMPACTED EARTHFILL. ALL OTHER TRENCHES

THE TRENCH SHALL BE BACKFILLED WITH

OF FINISHED GRADE. TOP TWO (2’) FEET OF

GRANULAR BACKFILL TO WITHIN TWO (2’) FEET

SHALL BE BACKFILLED WITH COMPACTED

OTHER TRENCHES WITHIN THE RIGHT-OF-WAY

FOR ALL TRENCHES UNDER PAVEMENT. ALL

BACKFILL TO THE SUBGRADE OF THE PAVEMENT

3) CONTRACTOR TO PROVIDE COMPACTED GRANULAR

(’O’-RING) ASTM C-443.

UNLESS OTHERWISE NOTED, GASKETED PIPE

2) ALL STORM SEWER PIPE TO BE CLASS III,

1) T=TOP OF MANHOLE CASTING OR INLET STONE.

UTILITIES.

INSTALLATION AND VERIFY TOP ELEVATIONS OF

MAINS PRIOR TO STORM SEWER PIPE

9) CONTRACTOR SHALL EXPOSE ALL WATER AND GAS

FOR THE RIGID PIPE AND STORM STRUCTURES.

COMPLETELY COVERED BY THE UNIT PRICES BID

THE PROJECT, BUT COST WILL BE CONSIDERED

MADE FOR REMOVING THE EXCESS DIRT FROM

THE CONTRACTOR. NO DIRECT PAYMENT WILL BE

BACKFILL IN TRENCHES SHALL BE REMOVED BY

AND STRUCTURES EXCAVATION DUE TO GRANULAR

8) EXCESS DIRT GENERATED FROM STORM SEWERS

ENGINEER.

COMPACTION TEST AND BE VERIFIED BY THE

BY ASTM D-15571-180 AASHTO MODIFIED

TO 90% OF MAXIMUM DENSITY AS DETERMINED

SEWERS ARE TO BE LAID SHALL BE COMPACTED

7) FILL MATERIAL UPON WHICH THE PROPOSED

TO THE CENTER OF STRUCTURES.

6) DISTANCES BETWEEN STRUCTURES ARE MEASURED

WILL BE INCIDENTAL TO THE PIPE.

12) PAYMENT FOR ALL GRANULAR BACKFILL

AND DRAINAGE FACILITIES, 2009.

CONSTRUCTION SPECIFICATIONS FOR SEWERS

ST. LOUIS SEWER DISTRICT STANDARD

BE IN ACCORDANCE WITH THE METROPOLITAN

10) ALL SEWER CONSTRUCTION AND MATERIALS TO

9.1

MH

T= 487.67

129.5’

LT

ST

A. 109

+91.21

FL

=477.63

FL

=476.00

FL

=478.73

FL

=477.63

110’

FL

=483.29

158’

10.1

MH

MANHOLE

MANHOLE

SECTION

FLARED END

155.44’

LT

ST

A. 108

+27.76

8.1

FES

EX. GROUND

PR. GROUND

PUBLIC

CL. III 30" RCP @ 1.00%PUBLIC

CL. III 30" RCP @ 0.99%

EX.

FI

BE

R

OP

TI

C

EX.

SA

NI

TA

RY

EX.

WA

TE

R

T= 492.04

30.8’

LT

ST

A. 110

+39.08

END SECTION (30")

6’ FLARED

(16’x7’x1’ DEEP)

MSD 5 - ROCK BLANKET

FL

=493.58

16.2

CI

FL

=490.84

16.1

MH

FL

=490.97

FL

=495.51

END SECTION

FLARED

16.3

FES

INLET

CURB

5’

13’

EX. GROUNDPR. GROUND

FL=490.84

EX. 21" RCP

FL=490.84

EX. 30" RCP

EX.

FI

BE

R

OP

TI

C

EX.

WA

TE

R

PUBLIC

@ 17.03%

CL. III 12" RCP

T=507.25

29.7’

LT

ST

A. 116

+46.72

T=508.32

39.0’

LT

ST

A. 116

+56.01

48.2’

LT

ST

A. 116

+62.62

24" PAMREX COVER

CONVERT TO MANHOLE

END SECTION (12")

6’ FLAREDPUBLIC

12" RCP @ 1.69%

BACKFILL

GRANULAR

3.2

TD

DRAIN

TRENCH

3.1

P

PIPE

FL

=476.00

PUBLIC

8" PVC @ 1.69%

FL

=477.27

75’

EX. GROUND

PR. GROUND

EX.

WA

TE

R

T= 479.27

ST

A. 13

+28.78

81.7’

RT

ST

A. 13

+33.43

VALVE

CHECKFL=478.50

18" SANITARY

2.1

TD

FL

=477.15

FL

=476.00

131’

PUBLIC

8" PVC @ 0.88%

1.1

P

PIPE

EX. GROUND

PR. GROUND

EX.

WA

TE

R

EX.

WA

TE

R

EX.

SA

NI

TA

RY

115.2’

RT

ST

A. 11

+37.68

T= 479.15

ST

A. 12

+23.64

VALVE

CHECK

CATCH BASIN

WITH

DRAIN

TRENCH

18.1

MH

FL

=502.80

FL

=502.80

FL

=500.99

9’

18.2

MCI

EX. GROUND

PR. GROUND

PUBLIC

@ 20.00%

CL. III 15" RCP

T=507.09

30.1’

LT

ST

A. 118

+79.22

T=507.57

39.0’

LT

ST

A. 118

+80.58

PAMREX COVER

MANHOLE WITH 24"

FL=500.62

EX. 21" RCP

FL=500.68

EX. 18" RCP

CURB INLET

MULTIPLE

BACKFILL

GRANULAR

...\1330800 Sanitary Sewer Profiles.dgn 2:37:58 PM 3/9/2015

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FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

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NE

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..................................................................

....

T= 488.09

307.98’

LT

ST

A. 107

+69.90

267S

MANHOLE

SANITARY

EXISTING

269S

MANHOLE

SANITARY

EXISTING

T= 487.67

115.36’

RT

ST

A. 110

+11.88

T= 490.58

42.17’

LT

ST

A. 109

+07.42

10S

MANHOLE

SANITARY

FL

=478.97

FL

=478.97

FL

=478.21

FL

=478.21

FL

=477.29

FL

=477.29

PR. GROUND

EX. GROUND

FL=478.97

EX. 12" CIP

BACKFILL

GRANULAR

189’299’

PUBLIC

@ 0.40%

18" PVC

PUBLIC

@ 0.31%

EX. 18" CIP

480

485

490

495

475

500

5’

20’

GENERAL NOTES:

ARE APPROXIMATE.

5) LOCATION OF UTILITIES ON PIPE PROFILES

STRUCTURE.

4) PIPE CENTERLINE APPLIES TO CENTERLINE OF

BACKFILLED WITH COMPACTED EARTHFILL.

OUTSIDE OF THE RIGHT-OF-WAY SHALL BE

COMPACTED EARTHFILL. ALL OTHER TRENCHES

THE TRENCH SHALL BE BACKFILLED WITH

OF FINISHED GRADE. TOP TWO (2’) FEET OF

GRANULAR BACKFILL TO WITHIN TWO (2’) FEET

SHALL BE BACKFILLED WITH COMPACTED

OTHER TRENCHES WITHIN THE RIGHT-OF-WAY

FOR ALL TRENCHES UNDER PAVEMENT. ALL

BACKFILL TO THE SUBGRADE OF THE PAVEMENT

3) CONTRACTOR TO PROVIDE COMPACTED GRANULAR

(’O’-RING) ASTM C-443.

UNLESS OTHERWISE NOTED, GASKETED PIPE

2) ALL STORM SEWER PIPE TO BE CLASS III,

1) T=TOP OF MANHOLE CASTING OR INLET STONE.

UTILITIES.

INSTALLATION AND VERIFY TOP ELEVATIONS OF

MAINS PRIOR TO STORM SEWER PIPE

9) CONTRACTOR SHALL EXPOSE ALL WATER AND GAS

FOR THE RIGID PIPE AND STORM STRUCTURES.

COMPLETELY COVERED BY THE UNIT PRICES BID

THE PROJECT, BUT COST WILL BE CONSIDERED

MADE FOR REMOVING THE EXCESS DIRT FROM

THE CONTRACTOR. NO DIRECT PAYMENT WILL BE

BACKFILL IN TRENCHES SHALL BE REMOVED BY

AND STRUCTURES EXCAVATION DUE TO GRANULAR

8) EXCESS DIRT GENERATED FROM STORM SEWERS

ENGINEER.

COMPACTION TEST AND BE VERIFIED BY THE

BY ASTM D-15571-180 AASHTO MODIFIED

TO 90% OF MAXIMUM DENSITY AS DETERMINED

SEWERS ARE TO BE LAID SHALL BE COMPACTED

7) FILL MATERIAL UPON WHICH THE PROPOSED

TO THE CENTER OF STRUCTURES.

6) DISTANCES BETWEEN STRUCTURES ARE MEASURED

WILL BE INCIDENTAL TO THE PIPE.

12) PAYMENT FOR ALL GRANULAR BACKFILL

STANDARD PLANS.

MISSOURI DEPARTMENT OF TRANSPORTATION

WILL BE ACCORDANCE WITH THE CURRENT

FOR THE 8’x5’ BOX CULVERT EXTENSION WHICH

AND DRAINAGE FACILITIES, 2009, EXCEPT FOR

CONSTRUCTION SPECIFICATIONS FOR SEWERS

ST. LOUIS SEWER DISTRICT STANDARD

BE IN ACCORDANCE WITH THE METROPOLITAN

10) ALL SEWER CONSTRUCTION AND MATERIALS TO

SHEET 1 OF 1

PROFILES

SANITARY SEWER

14

475

480

485

490

107+00 108+00 109+00 110+00

110+00 PI

ST

A

11

1+

00.

00

111+00 112+00 P

I

ST

A

11

3+

00.

00

113+00 114+00 115+00

...\1330800 Striping 1.dgn 2:38:02 PM 3/9/2015

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FEDERAL PROJECT NO.

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....

15

SCALE

6040200

GENERAL NOTES:

LEGEND

SE

E

AB

OV

E

MA

TC

HLI

NE

ST

A

11

0+

00

SE

E

SH

EE

T

15

MA

TC

HLI

NE

ST

A

11

5+

50

WILLOTT ROAD

WILLOTT ROAD

WILL BE MADE FOR REMOVAL OF EXISTING STRIPING.

REMOVAL OF EXISTING STRIPING WILL BE CONSIDERED INCIDENTAL. NO DIRECT PAYMENT

4. EXISTING STRIPING SHALL BE REMOVED TO AVOID CONFLICTS WITH PROPOSED STRIPING.

SHALL BE INSTALLED AS REQUIRED AND APPROVED BY THE CITY.

3. EROSION CONTROL DEVICES (SUCH AS SILT FENCE AND INLET PROTECTION)

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

2. ALL STRIPING SHALL CONFORM TO THE CURRENT EDITION OF THE

1. STRIPING WIDTH 4" UNLESS OTHERWISE NOTED

D.S.Y.

D.S.Y.

S.W.

S.W.

S.W.

D.W.

S.W.

S.W.

D.S.Y.

S.Y.

I.Y.

D.W.

I.W. I.W.

12" S.W. CROSSWALK

12" S.W. CROSSWALK

12" S.W. CROSSWALK

24" S.W. STOP BAR - 25’

STA. 112+90.33

DE

LR

AY

DRI

VE

MO

NI

QU

E

CO

UR

TB

OC

A

RA

TO

N

DRI

VE

EN

D

D.

S.

Y.

ST

A. 110

+25.00

BE

GI

N I.

W.

BE

GI

N

S.

W.

ST

A.

111

+00.00

EN

D

S.

W.

ST

A.

11

4+40.29

BE

GI

N I.

W.

BE

GI

N

S.

W.

ST

A.

112

+90.33

24" S.W. STOP BAR - 38’

STA. 112+38.21

END S.W.

STA. 112+42.14

EN

D

S.

W.

ST

A. 115

+15.

29

BE

GI

N I.

Y.

BE

GI

N

S.

Y.

EN

D

D.

S.

Y.

EN

D

S.

W.

ST

A. 115

+1

5.

29

SILT FENCE

SILT FENCE

SILT FENCE

MATCHLINE - SEE THIS SHEET


SILT FENCE

SHEET 1 OF 2

AND EROSION CONTROL

PAVEMENT MARKING

WILLOTT ROAD

(TYP.)

20’ SPACING

FIBER ROLLS

INLET PROTECTION

FIBER ROLLS

INLET PROTECTION

BE

GI

N

S.

W.

BE

GI

N

D.

W

ST

A.

112

+90.33

BE

GI

N

S.

W.

EN

D

D.

W.

ST

A.

113

+90.33

S.W.

BICYCLE SYMBOL

BICYCLE SYMBOL

BE

GI

N

D.

W.

EN

D

S.

W.

ST

A.

111

+38.21

S.W.S.W.

EN

D

D.

W.

EN

D I.

W.

EN

D

S.

W.

EN

D

D.

S.

Y.

ST

A. 112

+38.21

BE

GI

N

D.

S.

Y.

EN

D

S.

Y.

EN

D I.

Y.

ST

A.

107

+30.00

S.Y.

I.Y.

SE

E

BE

LO

W

MA

TC

HLI

NE

ST

A

11

0+

00

8" S.Y.

BRM-7305-(610) - ROLLS FIBER PROTECTIONINLET

L.F.9

FENCESILT

REMOVALSEDIMENT

C.Y.4.1

BE

GI

N

S.

Y.

BE

GI

N I.

Y.

ST

A.

107

+00.00

SILT FENCE

- INLET PROTECTION, FIBER ROLLS

- SILT FENCE

- BICYCLE SYMBOL

- TURN/THRU ARROW

- TURN ARROW

D.W. - DOTTED WHITE

I.Y. - INTERMITTENT YELLOW

I.W. - INTERMITTENT WHITE

D.S.Y. - DOUBLE SOLID YELLOW

S.Y. - SOLID YELLOW

S.W. - SOLID WHITE



456 L.F.

BRM-7305(610) - MARKINGPAVEMENT

LOCATION STATION STATION PAINT WATERBORNEACRYLIC FASTCOPOLYMER REMARKS

4" 4" 8" PAINTDRY

WHITE YELLOW YELLOW SYMBOLBICYCLE

(LF) (LF) (LF) (EACH)

ROADWILLOTT 101+45.60 111+00.00 801 1410 182 1

TOTAL 801 1410 182 1

TOTALPAY 800 1410 180 1

116+00 117+00 118+00 PI

ST

A

119

+0

0.

00

119+00 120+00

121+00 PI

ST

A

12

1+

50.

00

122+00 123+00 124+00PO

T

ST

A

12

4+

00.

31

...\1330800 Striping 2.dgn 2:38:05 PM 3/9/2015

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....

16

SHEET 2 OF 2

AND EROSION CONTROL

PAVEMENT MARKING

WILLOTT ROAD

SCALE

6040200

SCALE

6040200

SE

E

SH

EE

T

14

MA

TC

HLI

NE

ST

A

11

5+

50

SE

E

BE

LO

W

MA

TC

HLI

NE

ST

A

12

0+

50

SE

E

SE

E

AB

OV

E

MA

TC

HLI

NE

ST

A

12

0+

50

WILLOTT ROAD

WILLOTT ROAD

BO

CA

RA

TO

N

DRI

VE

MO

NI

QU

E

CO

UR

T

DRI

VE

BA

RK

WO

OD

TR

AI

LS

I.W.

I.W.

I.W.

I.W.

S.W.

S.W.

S.W.

S.W.

S.W.

D.S.Y.

S.Y.

S.Y.

I.Y.

I.Y.

24" S.W. STOP BAR - 21’

STA. 123+44.93

24" S.W. STOP BAR - 10.5’

STA. 123+18.33

S.W.

BEGIN S.W.

STA. 115+73.80

BEGIN I.W.

END S.W.

STA. 116+63.80

BE

GI

N

S.

W.

ST

A. 115

+87.62

BE

GI

N

S.

W.

ST

A.

118

+52.33

EN

D

S.

W.

ST

A.

117

+71.47

BE

GI

N

S.

W.

EN

D I.

W.

ST

A.

121

+68.33

BE

GI

N

D.

S.

Y.

EN

D I.

Y.

EN

D

S.

Y.

ST

A.

120

+93.33

EN

D I.

Y.

EN

D

S.

Y.

ST

A.

120

+93.33

JU

NG

ER

MA

NN

RO

AD

EN

D I.

W.

ST

A.

123

+55.81

EN

D

S.

W.

ST

A.

122

+20.03

FIBER ROLLS

INLET PROTECTION

FIBER ROLLS

INLET PROTECTION

BE

GI

N

D.

W.

EN

D

S.

W.

ST

A.

122

+44.93

D.W.

ROADWAY - ROLLS FIBER PROTECTIONINLET

L.F.18

BICYCLE SYMBOL

BICYCLE SYMBOL

LEGEND

- INLET PROTECTION, FIBER ROLLS

- SILT FENCE

- BICYCLE SYMBOL

- TURN/THRU ARROW

- TURN ARROW

D.W. - DOTTED WHITE

I.Y. - INTERMITTENT YELLOW

I.W. - INTERMITTENT WHITE

D.S.Y. - DOUBLE SOLID YELLOW

S.Y. - SOLID YELLOW

S.W. - SOLID WHITE

BICYCLE SYMBOL

ROADWAY - MARKINGPAVEMENT

LOCATION STATION STATION PAINT WATERBORNEACRYLIC FASTCOPOLYMER PAINT DRY FASTCOPOLYMER FASTCOPOLYMER REMARKS

4" 4" 12" 24" LT/RT PAINTDRY STRAIGHT-LEFT/RIGHTCOMBINATION PAINTDRY

WHITE YELLOW WHITE WHITE WHITEARROW WHITE ARROW SYMBOLBICYCLE

(LF) (LF) (LF) (LF) (EACH) (EACH) (EACH)

ROADWILLOTT 111+00.00 115+50.00 984 813 229 63 6 1

ROADWILLOTT 115+50.00 123+55.81 2022 1809 32 11 2 3

TOTAL 3006 2622 229 95 17 2 4

TOTALPAY 3010 2620 230 100 17 2 4

...\1330800 Traffic Control - Detour.dgn 2:38:12 PM 3/9/2015

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I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

17

SP

EN

CE

R

CR

OSSI

NG

JU

NGER

MA

NN R

D

SUTTERS MILL RD

CR

ES

CE

NT

HI

LL

S

DR

WILLOTT RD

DE

LR

AY

DR

MO

NI

QU

E

CT

BA

RK

WO

OD

TR

AI

LS

DR

BO

CA

DR

RA

TO

N

8

MO4-9R

1 2

R11-2

5

MO4-8a

6

CHANGEABLE MESSAGE SIGN

3

MO4-8

4

M6-3

8

3 4

7

7

2 7

2 7

1 7

6

1 7

8

5 5

8 2 7

1 7

1 7

1 7

1 7

6

SHEET 1 OF 3

DETOUR

TRAFFIC CONTROL

WILLOTT ROAD

9

CLOSED

WILLOTT

CREEK

SPENCER

AT










DISCLAIMER

BETWEEN STA. 107+00 AND STA. 111+00.

1) DETOUR PLAN FOR BRIDGE AND CULVERT CONSTRUCTION

GENERAL NOTES:

WO20-3

SPECIAL 1

MO4-9L

9

NEAR WORK AREA

ROAD CLOSURE SIGNS

SEE SHEET 18 FOR

BRM-7305(610) - CONTROLTRAFFIC

LOCATION SIGNSCONSTRUCTION IIITYPE MESSAGECHANGEABLE REMARKS

SIGN SIZE QUANTITY QUANTITY DESCRIPTION BARRICADE SIGN

(LF) (IN) (EACH) (SF) (EACH)

ROADWILLOTT MO4-9R 24 X30 6 30 RIGHTDETOUR 23 3

MO4-9L 24 X30 3 15 LEFTDETOUR

MO4-8 12 X24 1 2 DETOUR

MO6-3 15 X21 1 2 ARROW

R11-2 30 X48 2 20 CLOSEDROAD

MO4-8a 18 X24 2 6 DETOUREND

1SPECIAL 30 X24 10 50 ROADWILLOTT

WO20-3 36 X36 3 27 AHEAD CLOSEDROAD

WO20-3a 36 X36 2 18 FT 100 CLOSEDROAD

R9-9 12 X24 4 8 CLOSEDSIDEWALK

TOTAL 178 23 3

TOTALPAY 178 23 3

...\1330800 Traffic Control - Bridge.dgn 2:38:13 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

WO20-3a

CLOSED

ROAD

FT

WO20-3

SIGN (SINGLE SIDED)

TRAFFIC CONTROL LEGEND

WORK AREA

TYPE III MOVABLE BARRICADE WITH LIGHT

100

100’ 100’ 305’

100’ 100’ 100’

SCALE

500 100 150

SHEET 2 OF 3

ROAD CLOSURE

TRAFFIC CONTROL

WILLOTT ROAD

6) MAINTAIN ACCESS TO ALL ENTRANCES AT ALL TIMES.

CONSIDERED INCIDENTAL.

5) ALL TRAFFIC CONTROL ITEMS WHICH ARE NOT INCLUDED IN THE PAY ITEMS ARE TO BE

BE COVERED OR REMOVED.

4) ANY EXISTING SIGNS THAT CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL

3) NO DIRECT PAYMENT WILL BE MADE FOR RELOCATION OF TCP SIGNS AND DEVICES.

PERMISSION OF THE ENGINEER.

2) DISTANCE MAY BE ADJUSTED ACCORDING TO FIELD CONDITIONS WITH

1) SIGN LOCATIONS TO BE APPROVED BY ENGINEER.

GENERAL NOTES:

CLOSED

SIDEWALK

R9-9

CHANNELIZER (TRIM-LINE)

G20-2

18

WILLOTT ROAD

MO

NI

QU

E

CO

UR

TB

OC

A

RA

TO

N

DRI

VE

DRI

VE

D

EL

RA

Y

R11-2










DISCLAIMER

WO20-1WO20-5

11

11

11

11

5

510

10 9

9

109

5

11

1213

14

114+00 115+00 116+00 117+00 118+00 PI

ST

A

119

+0

0.

00

119+00

120+00 121+00 PI

ST

A

121

+50.

00

122+00 123+00 124+00PO

T

ST

A

124

+00.

31

...\1330800 Traffic Control - Stage 5 (Widening).dgn 2:38:17 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

19

SCALE

6040200

SCALE

6040200

SE

E

BE

LO

W

MA

TC

HLI

NE

ST

A

11

9+

50

SE

E

AB

OV

E

MA

TC

HLI

NE

ST

A

11

9+

50

SHEET 3 OF 3

WIDENING

TRAFFIC CONTROL

WILLOTT ROAD

WILLOTT ROAD

WILLOTT ROAD

JU

NG

ER

MA

NN

RO

AD

MO

NI

QU

E

CO

UR

TB

OC

A

RA

TO

N

DRI

VE

12

14

14

13

100’

100’

100’

SPACING

20’ CHANNELIZER

100’ 80’ CHANNELIZER SPACING

80’ CHANNELIZER SPACING

11

11

WILLOTT ROAD

JU

NG

ER

MA

NN

RO

AD

12

12










DISCLAIMER

12

ROADWAY - CONTROLTRAFFIC

LOCATION CHANNELIZERS SIGNSCONSTRUCTION IIITYPE REMARKS

(TRIM-LINE) SIGN SIZE QUANTITY QUANTITY DESCRIPTION BARRICADE

(EACH) (LF) (IN) (EACH) (SF) (EACH)

ROADWILLOTT 10 R9-9 12 X24 2 4 CLOSEDSIDEWALK 2

WO20-1 36 X36 4 36 AHEAD WORKROAD

WO20-5 36 X36 1 9 AHEAD CLOSED LANERIGHT

G20-2 18 X36 2 9 WORK ROADEND

TOTAL 10 58 2

TOTALPAY 10 58 2

19

SCALE

6040200

SCALE

6040200

SE

E

BE

LO

W

MA

TC

HLI

NE

ST

A

11

9+

50

SE

E

AB

OV

E

MA

TC

HLI

NE

ST

A

11

9+

50

SHEET 3 OF 3

WIDENING

TRAFFIC CONTROL

WILLOTT ROAD

WILLOTT ROAD

WILLOTT ROAD

JU

NG

ER

MA

NN

RO

AD

MO

NI

QU

E

CO

UR

TB

OC

A

RA

TO

N

DRI

VE

12

14

14

13

100’

100’

100’

SPACING

20’ CHANNELIZER

100’ 80’ CHANNELIZER SPACING

80’ CHANNELIZER SPACING

11

11

WILLOTT ROAD

JU

NG

ER

MA

NN

RO

AD

12

12










DISCLAIMER

12

ROADWAY - CONTROLTRAFFIC

LOCATION CHANNELIZERS SIGNSCONSTRUCTION IIITYPE REMARKS

(TRIM-LINE) SIGN SIZE QUANTITY QUANTITY DESCRIPTION BARRICADE

(EACH) (LF) (IN) (EACH) (SF) (EACH)

ROADWILLOTT 10 R9-9 12 X24 2 4 CLOSEDSIDEWALK 2

WO20-1 36 X36 4 36 AHEAD WORKROAD

WO20-5 36 X36 1 9 AHEAD CLOSED LANERIGHT

G20-2 18 X36 2 9 WORK ROADEND

TOTAL 10 58 2

TOTALPAY 10 58 2

EM

LL L

L

L

L

L

LLLLL

L

?

?

PP

PP

PP

SIGN SIGNSIGN

SIGN

DI

DI

DI

DI

FLAG

FLAGFLAG

LOT 1

NO DEED

PARCEL ID: 2-0108-5530-00-0001.0000000


N/F

831/340

PARCEL ID: 3-0153-5245-00-000A.0000000

CITY OF ST. PETERS

N/F

831/340

PARCEL ID: 3-0153-5245-00-000A.0000000

CITY OF ST. PETERS

N/F 4616/734

PARCEL ID: 3-0153-5245-00-0001.0000000

HOEKMAN, LAY DOROTHY ANN

N/F

TNEMESAE W’01

TNEMESAE W’5

TN

EM

ES

AE

W’

01

TN

EM

ES

AE

W’

5

TNEMESAE W’01

P.B. 22, pg 55

ST. PETERS CONDOMINIUMS PHASE 1

P.B. 20, pg 86

PLAT 2

COVENANT PARK

SIGN

PPPP

WV

PP

SIGNEX. 12" W

EX. 12" W

110+00 111+00

112+00 113+00

114+00 115+00

...\099_TS_Plan_1330800.dgn 9:28:39 AM 3/11/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TS

CONTROLLER

WOOD POST

JUNCTION BOX

POWER SOURCE

POWER SUPPLY

PULL BOX TYPE 1

6 X 6 LOOP DETECTOR

30 X 6 LOOP DETECTOR

TRAFFIC SIGNALS LEGEND

CONDUIT MEDIAN

CONDUIT PUSHED

CONDUIT BRIDGE

CONDUIT EXISTING

CONDUIT TRENCHED

SPAN WIRE

TYPE C MAST ARM A BASE

TYPE C MAST ARM B BASE6 X 15 LOOP DETECTOR

PREFORMED PULL BOX TYPE 1

PREFORMED PULL BOX TYPE 2

M M M M

B B B BJCT

P.S.

SIGNAL HEAD

(OPT LIM CONV)

SIGNAL HEAD

(OPT LIM)

SIGNAL HEAD

(PEDESTRIAN)

SIGNAL HEAD

(STANDARD)

CONTROLLER

(EXISTING)

VIDEO DETECTOR

ITS

ITS

PULL BOX TYPE 2

ITS PULL BOX TYPE 2

ITS PULL BOX TYPE 5

PUSH BUTTON DETECTOR

SPECIAL NOTE TO CONTRACTOR(S):

SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING CONSTRUCTION.

TO PROTECT ALL SUCH EXISTING FEATURES (EXCEPT THOSE ANDOR CONSTRUCTION ACTIVITY;

EXISTING FACILITIES, STRUCTURES, AND UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION

ALLOF DRAWING PREPARATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE

AND UTILITIES WHICH DID NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME

BE CONSIDERED APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES,

AT THE TIME OF DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE,

PLOTTED ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN

EX ROW

4

3 3

4

2

11

2

GYR

GYR

G Y R

G Y R

GYR

GYR

GYR

GYR

YYR Y Y R

WILLOTT ROAD

DE

L

RA

Y

DRIV

E

EN

TR

AN

CE

CO

VE

NA

NT

PA

RK

SCALE

6040200

MO

NIQ

UE

CO

UR

T

831/340

PARCEL ID: 3-0153-5245-00-000A.0000000

CITY OF ST. PETERS

N/F

P.B. 20, pg 86

PLAT 2

COVENANT PARK

61

62

21

81

41

ARROW YIELD SIGN

FLASHING YELLOW

2’-6"

3’-

0"

YIELD: BOLD LETTERS

SIGN LETTERING: BLACK

SIGN BACKGROUND: WHITE

WILLOTT ROAD

TYPICAL LEFT TURN LANES

EX ROW

EX ROW

EX ROW

TBR

EX SIGNAL CABINET & BASE

TBR

EX SIGNAL POWER SUPPLY ASSEMBLY

NO DEED

PARCEL ID: 2-0108-5530-00-0001.0000000


N/F

COMMON GROUND

P.B. 22, pg 55

ST. PETERS CONDOMINIUMS PHASE 1

INSTALLATIONS WITHIN THE CITY OF ST. PETERS

PAINTED BLACK SIMILAR TO THE EXISTING SIGNAL

ALL POSTS AND MAST ARMS & POSTS SHALL BE

20

5

LIGHTING CONTROLLER

WITH BATTERY BACKUP &

POWER SUPPLY ASSEMBLY

PR TRAFFIC SIGNAL CONTROLLER

UIP

EXISTING POWER SUPPLY ASSEMBLY

EX POWERPOLE WITH DROP FOR PR EASEMENT

21

22

23

61

62

63

8182

4241

8

TBR

EX PREFORMED PULL BOX

TBR


TBR


TBR

EX PREFORMED PULL BOX (2)

TBR

EX SIGNAL POST & CONCRETE BASE

TBR

& CONCRETE BASE

EX MAST ARM & POLE

TBR

& CONCRETE BASE

EX MAST ARM & POLE

TBR

& CONCRETE BASE

EX SIGNAL POST

LED LIGHT FIXTURE

MOTION CONTROLLED

SURFACE MOUNTED,

WITH 3-1C#10

SURFACE MOUNTED LED LIGHT

TO EMBEDDED JUNCTION BOX FOR

" PVC MOUNTED BELOW GRADE43

LIGHT WITH 3-1C#10

ASSEMBLY FOR SURFACE MOUNTED LED

UNSWITCHED CIRCUIT IN POWER SUPPLY

FROM EMBEDDED JUNCTION BOX TO

" PVC MOUNTED BELOW GRADE43

TYP ALL MAST ARMS

PR ILLUMINATED SIGN

SHEET 1 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

120+00 121+00 122+00 123+00 124+00

?

P RISER

P RISER

P RISER

P RISER

P RISER

P RISER

T RISER

PP

PP PP PP

WM

WM

GV

GV

SIGNSIGN

SIGN

SIGN

SIGN

SAN

SAN

DI

DI DI DI

LOT B

LOT 1

3967/2098

PARCEL ID: 2-0108-5913-00-000B.0000000

CITY OF ST. PETERS

N/F

5003/1095

PARCEL ID: 3-0153-5999-00-0001.0000000

ST. LOUIS CHINESE BAPTIST CHURCH

N/F

30’ BUILDING LINE

40’W EASEMENT

25’W EASEMENT

25’W E

AS

EM

EN

T

P.B. 24, pg 157

WILLOTT CENTER

P.B. 25, pg 77

PLAT 1

COVENANT PARK

PIRTS NOITACIDED DAOR W’04 DETACIDED

TN

EM

ES

AE

W’

01

MH

MH

...\099_TS_Plan_1330800.dgn 2:38:18 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TS

6

7

UIP

JUNGERMANN ROAD

EX CONTROLLER @

SCALE

6040200

EX ROW

EX ROW

WILLOTT ROAD

JU

NG

ER

MA

NN

RO

AD

21

SHEET 2 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

...\099_TS_Plan_1330800.dgn 2:38:18 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TS

LOCATION

L M N

LEFT ARM E

F G HE K E K E KB C D B C D

TYPE C & CL

POSTPULL BOX

B C

II

REMARKS

INTERSECTION

CL

AS

S 1

CL

AS

S 2

ST

AN

DA

RD

A

I

D’ D’ H’ N’F G H H’ L M N N’

TOTAL

TYPE*

DRAIN

AN

GL

E

IN

CL

UD

ED

D-37A

BASE

DO

UB

LE,

TY

PE

A

DO

UB

LE,

TY

PE

B

R10-10L

R10-10R

R3-5R

R3-5S

R3-6L

R3-5L

R3-6R

R3-2

R3-1

R3-3

R10-12

D3-16***

D3-18***

R10-3B

R10-11A

24 X 30

24 X 30

24 X 30

24 X 30

24 X 30

30 X 36

30 X 36

30 X 36

30 X 36

30 X 36

24 X 24

24 X 24

24 X 24

VAR. X 16

VAR. X 18

9 X 12

5.0

5.0

5.0

5.0

5.0

7.5

7.5

7.5

7.5

7.5

4.0

4.0

4.0

0.75

SIGNS

*** USE D3-16 FOR ONE LINE. USE D3-18 FOR TWO LINE.

LEGEND

ALL OF THE SPECIFIED DESIGN CRITERIA.

TITLE BLOCK OR SUMMARY SHEET WHICH LISTS AND CERTIFIES THAT THE PRODUCT MEETS

ARCHITECTS AND PROFESSIONAL ENGINEERS (CHAPTER 327, RSMO.), AND SHALL INCLUDE A

CALCULATIONS SHALL BE SIGNED AND SEALED IN ACCORDANCE WITH THE LAWS RELATING TO

COMPUTATIONS FOR MODOT RECORDS AND REFERENCE. THE SUBMITTED DRAWINGS AND

A SET OF SHOP DETAIL DRAWINGS INCLUDING WELD PROCEDURE SPECIFICATIONS AND DESIGN

CATEGORY I FOR FATIGUE WITH A 50-YEAR DESIGN LIFE. THE CONTRACTOR SHALL SUBMIT

EDITION, AND LATEST INTERIMS. THE STRUCTURE SHALL BE DESIGNED AS IMPORTANCE

FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, 4TH

PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE 2001 AASHTO STANDARD SPECIFICATIONS

CONSTRUCTION ARE NOT FURNISHED IN THE CONTRACT PLANS, SHALL BE DESIGNED BY A

SHEETS IN SECTION 902 AND ANY OTHER INSTALLATION WHERE THE DETAILS OF

SIGNAL STRUCTURES WHICH WILL EXCEED THE DIMENSION LIMITS SHOWN ON STANDARD PLAN

A

ARM LENGTH

A A A

ARM*

BRACKET

LUMINAIRE

8

FT.

15

FT.

SUBTOTAL

TYPE B & BL

APPROACH STATION OFFSET

CPREFORMED

CL

AS

S 3

CL

AS

S 5

SPACING

SIGNAL

SPACING

SIGN

ARM LENGTH

PU

LL

BO

X

NU

MB

ER

PO

ST

NU

MB

ER

SIGNAL

SPACING

SIGN

SPACING

SIGNAL

SPACING SPACING

SIGN

RIGHT ARM K

QU

AN

TI

TY

NUMBER

SIGN

MUTCD

(INCHES)

SIZE

(SQ. FT.)

AREA

(SQ. FT.)

EACH SIGN

AREA

TOTAL

A F

CONTROLLER (AS REQ’D)

(C

U.

YD

S.)

CO

NC

RE

TE** CONCRETE

R10-5

R10-13 60 X 30 12.5

ONE-FACE TWO-FACEINDICATIONS *

LOUVERS *

VISORS *

TOTAL

SUBTOTAL SUBTOTAL OPTICALLY LIMITED

SUBTOTAL CONVENTIONAL

SUBTOTAL COMBINATION OL & CONV

TOTAL OPTICALLY LIMITED

TOTAL CONVENTIONAL

TOTAL COMBINATION OL & CONV

TYPELENSES

BACKPLATE* BRACKET*

PED.LENS

12"

OPTICAL LIMITING

12" LENS

CONVENTIONAL

12" LENS

LU

MI

NAI

RE

NU

MB

ER

FA

CE

NU

MB

ER

PO

ST

NU

MB

ER

SP

AN

4- 5- 11- 33- 34- 35- 44- 45-3-1-

SECTION SECTIONS

SIGNAL HEADS

WILLOTT ROAD WITH DEL RAY DRIVE

4

1 WILLOTT RD 35.73’ RT112+47.27 1

2

3

4

WILLOTT RD

WILLOTT RD

WILLOTT RD

112+42.67

112+91.11

112+90.94

33.35’ LT

33.49’ LT

35.32’ RT

1

1

1

2.88

2.88

3.01

3.27

1

1

1

1

1

2

3

4

WILLOTT RD

WILLOTT RD

WILLOTT RD

WILLOTT RD

112+51.23 39.13’ RT

112+49.26 34.19’ LT

113+00.00 34.60’ LT

113+02.38 44.00’ RT

15.28

15.28

1 65

1

1

81

82

831

1

2

2

2

2

2

1

3

3

3

1

4

4

4

4

1

4

1.93

21

22

23

24

84

25

41

42

61

62

63

64

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

6

6

6

6

7

7

7

7

1

1

1

1

1

1

1

1

1

1

3

3

3

3

3

3

3

3

3

3

1 1 1

1 1 1

1 1 1

1 1 1

1 1 1

1

1 1

1 1

1

1 1 1

1

1 1

1 1

1

1

1

1

9 X 15 0.94R10-3E L

9 X 15 0.94R10-3E R

30 X 36FYA YIELD 7.5

3

2

1

3 2

3 2

20

30

20

40

18

18 28

18

16 28 40

40 30 40

403040

26

383

3

3

3

1

1

1

1

7.50

2.82

2.82

28.14

28.14

5

6 WILLOTT RD

WILLOTT RD

122+70.00

122+70.00 35.00’ RT

60.00’ LT

1

1

22

WILLOTT RD7

46.37’ RT113+11.11

1

2

2

1

1

1

3

3

3

3

LE

D

15

3

109

9.5

10.5

11

12

109

9.5

10.5

11

12

POST

MOUNT

TOP

4

FT.

6

FT.

8

FT.

12

FT.

10

FT.

15

FT.

R Y G S L RtYL YRt FYRFYL R Y G S L RtYL YRt YL YRt A B C D E F 1 2 3 4 5 I II III T S C B T S C B BCST T BCS T S B T S B S B SC B S B S B

** SEE STANDARD PLANS 902.10 AND 902.30 FOR CONCRETE REQUIREMENTS ON BASES.

* ITEMS FOR WHICH SEPARATE PAYMENT WILL NOT BE MADE.

ALL LENGTHS AND SPACINGS ARE IN FEET UNLESS OTHERWISE INDICATED.

B - MAST ARM MOUNT

C - SPANWIRE MOUNT

T - TOP MOUNT

S - SIDE MOUNT

SUBTOTAL AREA ITEM NO. 903-50.68

TOTAL AREA ITEM NO. 903-50.68

8 WILLOTT RD 110+25.00 29.00’ RT 1

1

1

1

1.31POWER SUPPLY

1

SHEET 3 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

...\099_TS_Plan_1330800.dgn 2:38:19 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TS

INTERSECTION

FROM TO

CONDUIT CABLE

TRENCH MEDIANPUSHED

REMARKS

POWER CONTROL

INTERCONNECT

LOOP

CLOSED

2"3 PAIR #16

2"1" 2"

STRUCTURE

ON

DET.

LOOP

DISTANCE

CENTER

TO

CENTER

DISTANCE

CENTER

TO

CENTER

TOTALS TOTALS

SUBTOTALS

4"3" 4"3" 4"3" 3"5c #16 7c #16 3c #16

REMARKSBRACKET

POLE &

FIBER

MODE

SINGLE-

MODE

MULTI-

CONTROL

SUBTOTALS

TOFROM


4 3

3 3

3 2

2 2

4 1

1 1

4 4

4

58

58

58

58

65

83

24

84

25

64

58

58

131

131

131

131

131

131

131

82

82

82

82

13

13

13

13

13

88

167

166

166

111

115

141

112

167

170

196

207

117

87

91

88

87

88

76

64

37

36

2c #18

84

3

15

52

5

79

9

51

7

88

12

18

50

8

77

12

49

10

2 CONDUITS

90 264

90 264

653

660

659

660

1265

1270

78

9 75

357

360

LUM

SIGN

LUM

SIGN

LUM

SIGN

LUM

SIGN

2

2

3

3

4

4

78

78

27

27

45

30

45

30

45

30

45

30

157

157

300

300

728

730

ILLUMINATED MAST ARM SIGN




@ JUNGERMANN

1240

1240

1240

FIBER TO JUNGERMANN RD

23

P.S.

P.S. 10 18

5

6

7

5

6

9

95

6 37

P.S. 4 9

960

93

958

12

40

12

1051

1051

282

3c #14 3c #14

1030

81

82

83

21

22

23

24

84

25

41

42

61

62

63

64

65

1

1

D-37B

LUMINAIRE - LED

58

58

131

131

82

82

13

13

1100

102

102

TYPE CL - LED LUMINAIRE




P.S.

P.S.

8 1 227 225

277

277

11

2

3

4

2

3

4

4

5

7

9

15

3

GROUND

GROUND

1c #6

11

13

15

21

14

74

80

�"

8 CULV CULVERT LIGHTING100

100

100

P.S.

FIXTURE - LED

SURFACE MOUNT

CONTROL

1c #10

1242

1242

1250

CULVERT LIGHTING 3 WIRES

#6

1C

3 WIRES

3 WIRES

SHEET 4 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

...\099_TS_Plan_1330800.dgn 2:38:19 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TS

POWER SUPPLY

LOCATION

APPROACH STATION OFFSET

NEMA

TYPE

I II

CONTROLLER ASSEMBLY AND AUXILIARY EQUIPMENT

INTERSECTION

ACTUATED

170 NEMA 170 MASTER LOCAL

CLOSED LOOP

NEMA 170 332 336S BITRAN WAPITI

LOCATION SERVICE POLE

DRAWINGAPPROACH STATION OFFSET

CIRCUIT BREAKER TRIP RATING*

FURNISH

CONTRACT

COMPANY

UTILITY

CABINET

CONTROL

120 VOLT

BREAKER

MAIN

(ON POWER SUPPLY)

LIGHTING CONTROL *ASSEMBLY

POWER SUPPLY

(CLOSED LOOP)

MASTER

SYSTEMSWITCH

ON-OFF*

BASE

TIME

COORDINATION INTERFACE *

CLOCK

TIME * TYPE *

170 CABINET

SOFTWARE *

170

902.15

DRAWING

FIBER

DOUBLEE EV

TYPE *

NEMA CABINET

DETECTOR SCHEDULE

TOTAL

TYPE

INDUCTION LOOP (2)APPROACHNUMBER

DETECTOR

BUTTON

PUSHVIDEO


41

42

ASSIGNMENT

VIDEO DETECTION

CAMERA NUMBER

1 2 2 3 3 4 4

ZONE

DETECTION

ASSOCIATION

VEHICLE PHASE

1

8

1 2 3 4 5 6 7 8

NEMA LOAD SWITCH ASSIGNMENTS

9 10 11 12

W.B. N.B. E.B. S.B.LT

E.B.

LT

W.B.

2

PED

6

PED

8

PED

816261

6

181 S.B. DEL RAY DRIVE

41

W.B. WILLOTT ROAD

N.B. PARK ENTRANCE

E.B. WILLOTT ROAD

1

1

1

PUSH BUTTON 65

PUSH BUTTON 83

PUSH BUTTON 64

PUSH BUTTON 84

PUSH BUTTON 25

PUSH BUTTON 24 W.B. WILLOTT ROAD

W.B. WILLOTT ROAD

E.B. WILLOTT ROAD

E.B. WILLOTT ROAD

S.B. DEL RAY DRIVE

S.B. DEL RAY DRIVE

1

1

1

1

1

1

6

WILLOTT ROAD 113+00.00 X X

WILLOTT ROAD 113+08.00 36.5’ RT

X

U.I.P.

24

21, 22

61, 62

38.6’ RT

21

13 14 15 16

WITH OTHER CITY OWNED/MAINTAINED TRAFFIC SIGNAL SYSTEMS.

(3) VIDEO DETECTION SHSYTEM SHALL BE AUTOSCOPE TO BE CONSISTENT

SHOWN BELOW THE ASSIGNMENT CHART.

(2) PAYMENT IS MADE FOR THE NUMBER OF 2-CHANNEL DETECTOR CARDS AS

7C HARDWIRE INTERCONNECT.

(1) MoDOT "D" PLUG SHALL BE WIRED INTO ALL NEMA CONTROLLERS WITH

D-37C

* ITEMS FOR WHICH SEPARATE PAYMENT WILL NOT BE MADE.

CONTROLLER

MAIN BREAKER

AmpsAmps

Amps Amps

Amps

Amps

Amps

Amps

Cl.

Cl.

Type

Type

SIGNALS LIGHTING

Amps

Amps

BREAKER

AUXILIARY

LAMPS

SIGNAL

CONT &DISCONNECT

POWER SUPPLY

Ft.

Ft.

15

15

15 15 15 15

(1)

12C/7C HARDWIRE

STANDARDEXTEND *

DELAY/

UNIT *

CALL

TYPE

BASE

CONCRETE

170 CABINET TYPE 332

1

SHEET 5 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

...\099_TS_Plan_1330800.dgn 2:38:19 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TS

LEGEND

X

X

X

X

X

X

LIC

X-Xc

INTERSECTION

3"

WIRING DIAGRAM


2

3

25

24

84

64

1

4

65

83

1

2

3

1-VIDEO

2-3C#14,

1-2C#18,

1-5C#16,

2-7C#16,

1-VIDEO

2-3C#14,

2-2C#18,

2-5C#16,

3-7C#16,

1-VIDEO

2-3C#14,

2-2C#18,

2-5C#16,

3-7C#16,

1-VIDEO

2-3C#14,

2-2C#18,

2-5C#16,

2-7C#16,

1-VIDEO

2-3C#14,

1-2C#18,

1-5C#16,

3-7C#16,

2-VIDEO

4-3C#14,

3-2C#18,

3-5C#16,

5-7C#16,

3-1C#6

ILLUMINATED SIGN

ILLUMINATED SIGN

ILLUMINATED SIGNILLUMINATED SIGN

3"

3"

3" 3"

3"

3"

3"

3"

3"

3"

7

62"

2"

2"

FBO - 48 SM

FBO - 48 SM

FBO - 48 SM

25

5

3"

3-1C#6

4-VIDEO

6-2C#18,

6-5C#16,

10-7C#16,

2"

FBO - 48 SM

4142

23

21

22

63

62

61

8182

83

65

64

84

24

25

4

D-37D

GYR

YYR

GYR

G Y R

Y Y R

G Y R

GYR

GYR

GYR

GYR

PR TRAFFIC SIGNAL CONTROLLER

LIGHTING CONTROLLER

WITH BATTERY BACKUP &

POWER SUPPLY ASSEMBLY

UIP

JUNGERMANN ROAD

EX CONTROLLER @

CONDUIT CONTAINING CABLE WITH SIZE

MULTI-CONDUCTOR CABLE #12 AWG (UNLESS OTHERWISE INDICATED)

#14 AWG DETECTOR LEAD-IN CABLE (2C TWISTED SHIELDED)

PULL BOX WITH NUMBER

POST WITH NUMBER

POST WITH MAST ARM AND LUMINAIRE

POST WITH MAST ARM

DETECTOR WITH NUMBER

SIGNAL HEAD WITH NUMBER

SIGNAL CONTROLLER

POWER SUPPLY

LIGHTING CONTROLLER

CABLE

3"

8 2"

3-1C#10

SEE CULVERT SHEETS

TO PEDESTRIAN CULVERT LIGHTING

1-VIDEO

3-1C#10,

2-3C#14,

2-2C#18,

2-5C#16,

2-7C#16,

3-1C#10

8-3C#14,

3/4"

3/4"

3/4"

3/4"

3-1C#10

MOTION ACTIVATED SURFACE MOUNTED LED LIGHT FIXTURE

SHEET 6 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

...\099_TS_Plan_1330800.dgn 2:38:20 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

BRIAN D.

PE-2014007272

NUMBER

SCHMIDT

PR

OF

ES

SOINALENG

NIE

ER

IR

U

OSSIMFOET

A

TSTRAFFIC SIGNAL CONTROL OPERATION

CONTROLLER TYPE

FLASHING OPERATION

RING STRUCTURE

RING 1

RING 2

BARRIER

PHASE PHASE PHASE PHASE

PHASE PHASEPHASE PHASE

LOCATIONSIGNAL FACE

INTERSECTION OF

D-38A

G

Y

R

G

Y

R

FYLFYR

FYA

FYAFYA


WILLIOT ROAD

DEL RAY DRIVE

FY

FR

2

6

USED

NOT

USED

NOT

USED

NOT

USED

NOT

1

5 7

3 4

8

8� NEMA

1

USED

NOT

USED

NOT

USED

NOT

USED

NOT

USED

NOT

USED

NOT

USED

NOT

USED

NOT

USED

NOT

2 3 4 5 6 7 8

21 22

23

R R

YL Y

FYL

G

41

42

R

Y

G

81

82

R

Y

G

61 62

63

R R

YL Y

FYL

G

2

24

25

DW

FDW

W

25

24

4 6 8

64

65

DW

FDW

W W

FDW

DW

84

83

65

64

84

83

21

22

23

24

65

84 41 42

25

61

62

63

64818283

26

PHASE

TRAFFIC PHASING AND COLOR SEQUENCE - ACTUATED CONTROLLERS

PED �

OVERLAP

NUMBERS

FACE

INDICATIONS

SIGNAL

PHASE PHASE PHASE PHASE PHASE PHASE PHASE

PHASES

PARENT

OVERLAP

PED �

OVERLAP

PED �

OVERLAP

PED �

OVERLAP

ASSIGNMENTS

DETECTOR

(PEDS. ONLY)

ASSIGNMENTS

DETECTOR

NUMBERS

FACE

INDICATIONS

SIGNAL

ASSIGNMENTS

DETECTOR

PARTIALLY RESTRICTED NON-ACTUATED VEHICULAR MOVEMENT

ACTUATED VEHICULAR MOVEMENT

NON-ACTUATED VEHICULAR MOVEMENT

ACTUATED PEDESTRIAN MOVEMENT

NON-ACTUATED PEDESTRIAN MOVEMENT

VEHICLE STOPPED

FLASHING DON’T WALK

RIGHT OF WAY INTERVAL

DON’T WALK

YELLOW RIGHT ARROW

GREEN RIGHT ARROW

WALK

YELLOW LEFT ARROW

GREEN LEFT ARROW

GREEN STRAIGHT AHEAD ARROW

CIRCULAR GREEN

CIRCULAR YELLOW

CIRCULAR RED

TRAFFIC PHASE

ALL OTHERSAO

RYGSL

L -YLYW

RT.YRt

DWR/WFDW

O/

LEGEND

PARTIALLY RESTRICTED ACTUATED VEHICULAR MOVEMENT

FLASHING RED

FYFR

FLASHING CIRCULARE YELLOW

FLASHING YELLOW LEFT ARROW

FLASHING YELLOW RIGHT ARROW

FLASHING YELLOW ARROW

AND SET IN THE CONTROLLER BY THE CONTRACTOR.

DETERMINED BY THE ENGINEER AT SIGNAL TURN ON

COMBINE AND TIME CONCURRENTLY. TIME TO BE

IF CALLED, ALL NON-CONFLICTING PHASES SHALL

SHEET 7 OF 7

AND LIGHTING PLANS

TRAFFIC SIGNAL

...\1330800_XS_sheets_Willott.dgn 2:38:20 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

EX 494.41

PG 494.41

EX

PD

E

EX

R/

W

42.1’

LT

38.7’

LT

EX

R/

W

EX

ES

M’

T

51.3’

RT

41.3’

RT

40.7’

LT

PU

E

-2.0% -2.0%3:1

3:1+1.5% +1.5%PG 493.78

EX 493.78

EX

PD

E

EX

R/

W

48.2’

LT

38.5’

LT

EX

R/

W

EX

ES

M’

T

51.5’

RT

41.5’

RT

41.9’

LT

PU

E

-2.0% -2.0%3:1 3:1

EX

PD

E

EX

R/

W

EX

ES

M’

T

56.1’

RT

41.6’

RT

EX

R/

W

54.3’

LT

38.4’

LT

PG 493.35

EX 493.34

+1.5% +1.5%

43.0’

LT

PU

E

43.0’

LT

TC

E

CROSS SECTIONS.

UTILITY LOCATIONS ARE NOT SHOWN ON

APPROXIMATION ONLY.

IS NOT KNOWN AND IS SHOWN AS AN

NOTES: EXACT THICKNESS OF EXISTING PAVEMENTSHEET 1 OF 8

CROSS SECTIONS

WILLOTT ROAD

5’

5’

0 0

0 0

5 5

5 5

10 10

10 10

15 15

15 15

20 20

20 20

25 25

25 25

30 30

30 30

35 35

35 35

40 40

40 40

45 45

45 45

50 50

50 50

55 55

55 55

60 60

60 60

490 490

495 495

485 485

107+00.00

490 490

495 495

485 485

107+50.00

490 490

495 495

485 485

108+00.00

63


SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

PG 493.22

EX 493.23

EX

R/

W

42.3’

LT

52.9’

LT

PU

E

57.6’

LT

TC

E

EX

PD

E

60.0’

LT

EX

R/

W

46.5’

RT

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

EX 493.20

PG 493.17

PG 492.73

EX 492.90

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

CROSS SECTIONS.


APPROXIMATION ONLY.


NOTES: EXACT THICKNESS OF EXISTING PAVEMENT5’

5’

SHEET 2 OF 8

CROSS SECTIONS

WILLOTT ROAD

0 0

0 0

5 5

5 5

10 10

10 10

15 15

15 15

20 20

20 20

25 25

25 25

30 30

30 30

35 35

35 35

40 40

40 40

45 45

45 45

50 50

50 50

55 55

55 55

60 60

60 60

490 490

495 495

500 500

485 485

490 490

495 495

500 500

485 485

490 490

495 495

500

485 485

64

WINGWALL

108+26.00 (SKEW)

FILL FACE

108+35.00 (SKEW)

FILL FACE

109+23.86 (SKEW)


SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

PG 492.69

EX 492.73

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

-2.0% -2.0%

PG 492.60

EX 492.63

+1.5% +1.5%

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

CROSS SECTIONS.


APPROXIMATION ONLY.



5’

SHEET 3 OF 8

CROSS SECTIONS

WILLOTT ROAD

0 0

0 0

5 5

5 5

10 10

10 10

15 15

15 15

20 20

20 20

25 25

25 25

30 30

30 30

35 35

35 35

40 40

40 40

45 45

45 45

50 50

50 50

55 55

55 55

60 60

60 60

490 490

495 495

500 500

485 485

485 485

490 490

495 495

500 500

480 480

109+50.00

65

WINGWALL

109+32.86 (SKEW)


SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

-2.0% -2.0%

PG 492.35

EX 492.42

+1.5% +1.5%

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

FO

R

GR

ADI

NG

PL

AN

SE

E

SH

EE

T 12

-2.0% -2.0%3:1

EX

R/

W

TC

E

37.5’

LT

PG 492.00

EX 492.00

+1.5% +1.5%

BU

TT

LI

NE

SE

E

GR

ADI

NG

PL

AN

55.0’

LT

EX

R/

W

EX

ES

M’

T

52.7’

RT

42.7’

RT

37.3’

LT

EX

R/

W

PG 491.54

EX 491.54

CROSS SECTIONS.


APPROXIMATION ONLY.



5’

SHEET 4 OF 8

CROSS SECTIONS

WILLOTT ROAD

0 0

0 0

5 5

5 5

10 10

10 10

15 15

15 15

20 20

20 20

25 25

25 25

30 30

30 30

35 35

35 35

40 40

40 40

45 45

45 45

50 50

50 50

55 55

55 55

60 60

60 60

490 490

495 495

500 500

485 485

110+00.00

490 490

495 495

500 500

485 485

110+50.00

490 490

495 495

485 485

111+00.00

66

...\1330800_XS_sheets_Boca.dgn 2:38:23 PM 3/9/2015

SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

NE

W

R/

W

44.0’

LT

EX

R/

W

38.9’

LT

EX

R/

W

40.9’

RT

65.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%3:1

MATCH EXISTING SLOPE

NE

W

R/

W

44.0’

LT

EX

R/

W

39.1’

LT

EX

R/

W

40.9’

RT

55.0’

LT

TC

E

+1.5%

3:1


0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60

495

495

67

490

490

500

500

65

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65

495

495

490

490

500

500

115+75.00

116+00.00

SHEET 5 OF 8

CROSS SECTIONS

WILLOTT ROAD

5’

5’

CROSS SECTIONS.


APPROXIMATION ONLY.


NOTES: EXACT THICKNESS OF EXISTING PAVEMENT


SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

. ’

+ .

. ’

+ .

NE

W

R/

W

44.0’

LT

EX

R/

W

39.3’

LT

EX

R/

W

40.7’

RT

55.0’

LT

TC

E

+1.5%3:1


NE

W

R/

W

44.0’

LT

EX

R/

W

39.5’

LT

EX

R/

W

40.5’

RT

55.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%3:1


NE

W

R/

W

44.0’

LT

EX

R/

W

39.8’

LT

EX

R/

W

40.2’

RT

55.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%3:1


495

500

500

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60

68

490

500

490

495

505

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65

495

500

500

490

500

490

495

505

116+50.00

117+00.00

117+50.00

5’

SHEET 6 OF 8

CROSS SECTIONS

WILLOTT ROAD

CROSS SECTIONS.


APPROXIMATION ONLY.




SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

NE

W

R/

W

44.0’

LT

EX

R/

W

40.0’

LT

55.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%3:1MATCH EXISTING SLOPE

NE

W

R/

W

44.0’

LT

EX

R/

W

40.3’

LT

EX

R/

W

47.9’

RT

55.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%3:1 MATCH EXISTING SLOPE

NE

W

R/

W

44.0’

LT

EX

R/

W

40.5’

LT

EX

R/

W

39.5’

RT

NE

W

PU

E

59.0’

LT

+1.5%

3:1


505

505

510

515

500

495

500

510

505

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65

505

505

510

515

500

495

500

510

505

118+00.00

118+50.00

119+00.00

69

5’

SHEET 7 OF 8

CROSS SECTIONS

WILLOTT ROAD

CROSS SECTIONS.


APPROXIMATION ONLY.




SHEET

OF


BRM-7305(610)

FEDERAL PROJECT NO.

WILLOTT ROAD BRIDGE

STA

TE O

F MSSOUR

I

I

I

PR

OFE

SS

ONAL ENG

NE

ER

I

..................................................................

....

NE

W

R/

W

44.0’

LT

EX

R/

W

40.3’

LT

EX

R/

W

39.7’

RT

55.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%

3:1


NE

W

R/

W

44.0’

LT

EX

R/

W

40.0’

LT

EX

R/

W

40.0’

RT

55.0’

LT

TC

E

NE

W

PU

E

59.0’

LT

+1.5%3:1


515

520

520

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 55 60 60 65

0 0 5 5 10 10 15 15 20 20 25 25 30 30 35 35 40 40 45 45 50 50 55 60 65 60 55

510

525

515

525

520

515

520

515

510

119+50.00

120+00.00

70

5’

SHEET 8 OF 8

CROSS SECTIONS

WILLOTT ROAD

CROSS SECTIONS.


APPROXIMATION ONLY.



CITY OF ST PETERS 636.477 -...

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