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CITY OF ST PETERS 636.477.6600 bids@stpetersmo.net
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 bids@stpetersmo.net
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
...\001_Title_1330800.dgn 2:36:49 PM 3/9/2015
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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
24 PIPE CONCRETE REINFORCED III CLASS15" LF 9 0 9 9
25 PIPE CONCRETE REINFORCED III CLASS30" LF 268 268 0 268
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
66 CONDUCTOR 7 AWG 16CABLE, LF 1270 0 1270 1270
67 1 CLASS PREFORMED BOX,PULL EACH 1 0 1 1
68 2 CLASS PREFORMED BOX,PULL EACH 3 0 3 3
69 3 CLASS PREFORMED BOX,PULL EACH 2 0 2 2
70 5 CLASS PREFORMED BOX,PULL EACH 2 0 2 2
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
78 CONDUCTOR 3 AWG 14CABLE, LF 1030 0 1030 1030
79 MODE SINGLE FIBER, 48 CABLE, OPTICFIBER LF 1240 0 1240 1240
80 STRUCTURE ON 3/4"CONDUIT, LF 100 0 100 100
81 CONDUCTOR 1 AWG 10CABLE, LF 1250 0 1250 1250
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
90 EXCAVATION 2CLASS CY 27 0 27
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
106 EXCAVATION 4CLASS CY 360 0 360
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
5’ BIKE LANE5’ BIKE LANE
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
5’ BIKE LANE5’ BIKE LANE
(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
¸ SPENCER CREEK TRAIL
5’ 5’SHLDR.
2’
SPENCER CREEK TRAIL
3:1 3:1
6" TYPE 5 AGGREGATE BASE
PAVEMENT (BASE)
4" TYPE "X" BITUMINUOUS
¸ SPENCER CREEK TRAIL
STA. 9+91.00 TO STA. 10+16.00
2.5’ 2.5’
0’ TO 2.5’*
VARIES
0’ TO 2.5’*
VARIES
* VARIES FROM 0’ AT STA 9+91.00 TO 2.5’ AT STA 10+16.00
AGGREGATE BASE
6" TYPE 5
PREPARED SUBGRADE
PAVEMENT (BASE)
4" TYPE "X" BITUMINUOUS
PREPARED SUBGRADE
PREPARED SUBGRADE
2%
SPENCER CREEK TRAIL
3:1 3:1
6" TYPE 5 AGGREGATE BASE
PAVEMENT (BASE)
4" TYPE "X" BITUMINUOUS
¸ SPENCER CREEK TRAIL
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’
* VARIES FROM 2’ AT STA 14+60.00 TO 0.2’ AT STA 14+80.00
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"
...\002_Typical_1330800.dgn 2:36:52 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
BRM-7305(610)
FEDERAL PROJECT NO.
WILLOTT ROAD BRIDGE
STA
TE O
F MSSOUR
I
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PR
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SS
ONAL ENG
NE
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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
SHEET
OF
70CITY OF ST. PETERS
BRM-7305(610)
FEDERAL PROJECT NO.
WILLOTT ROAD BRIDGE
STA
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F MSSOUR
I
I
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PR
OFE
SS
ONAL ENG
NE
ER
I
..................................................................
....
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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70S
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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
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
10’ CURB TRANSITION
(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
SHEET
OF
70CITY OF ST. PETERS
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 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
LOCATION STATION STATION NON-REINFORCED8" 5 TYPE4" REMARKS
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
...\1330800 Plan Profile4-B Sheet.dgn 2:37:26 PM 3/9/2015
SHEET
OF
70S
TA
TE O
F MSSOUR
I
I
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PR
OFE
SS
ONAL ENG
NE
ER
I
..................................................................
....CITY OF ST. PETERS
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)
EX. SMALL BLOCK WALL
(UIP)
EX. SMALL BLOCK WALL
(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
PHASE 2ST. PETERS CONDOMINIUMS
4
ST. PETERS CONDOS HOME ASSOCIATION
2-0108-5530-00-001.0000000
N/F
PHASE 1ST. PETERS CONDOMINIUMS
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
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:
(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
70CITY OF ST. PETERS
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
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....
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
LOCATION STATION STATION AREA REMARKS
(ACRE)
ROADWILLOTT 118+00.00 120+31.68 0.08
TOTAL 0.08
TOTALPAY 0.1
PAVEMENTCONCRETE
LOCATION STATION STATION NON-REINFORCED8" 5 TYPE4" REMARKS
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
...\1330800 Plan Profile5-B Sheet.dgn 2:37:40 PM 3/9/2015
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....CITY OF ST. PETERS
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
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:
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
70CITY OF ST. PETERS
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
LOCATION STATION STATION AREA REMARKS
(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
...\1330800 Plan Profile6-B Sheet.dgn 2:37:52 PM 3/9/2015
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ONAL ENG
NE
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....CITY OF ST. PETERS
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
PROPOSED GROUND LINE
BOX CULVERT
PROPOSED 14’x10’
EX.
R/
W
LP
LP
TRENCH DRAIN
MANHOLE
14’x10’ BOX CULVERT
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
NEW SPENCER CREEK TRAIL
TRAIL CONNECTION
NEW SPENCER CREEK
TRAIL CONNECTION
NEW SPENCER CREEK
NEW SPENCER CREEK TRAIL
(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
70CITY OF ST. PETERS
BRM-7305(610)
FEDERAL PROJECT NO.
WILLOTT ROAD BRIDGE
STA
TE O
F MSSOUR
I
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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
6 113+00.00 ROADWILLOTT 1071013.32 795709.61 STAPI
7 119+00.00 ROADWILLOTT 1070924.21 796302.95 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 10+95.59 TRAIL CREEKSPENCER 1071234.59 795385.08 2 CURVE - STAPC
8 11+21.88 TRAIL CREEKSPENCER 1071208.57 795381.34 2 CURVE - STAPI
8 11+46.39 TRAIL CREEKSPENCER 1071185.40 795393.75 2 CURVE - STAPT
8 11+73.84 TRAIL CREEKSPENCER 1071161.20 795406.72 3 CURVE - STAPC
8 11+96.37 TRAIL CREEKSPENCER 1071141.34 795417.36 3 CURVE - STAPI
8 12+17.76 TRAIL CREEKSPENCER 1071118.85 795416.08 3 CURVE - STAPT
8 13+24.56 TRAIL CREEKSPENCER 1071012.22 795410.00 4 CURVE - STAPC
8 13+42.87 TRAIL CREEKSPENCER 1070993.94 795408.96 4 CURVE - STAPI
8 13+60.56 TRAIL CREEKSPENCER 1070977.03 795415.97 4 CURVE - STAPT
8 14+61.72 TRAIL CREEKSPENCER 1070883.58 795454.70 5 CURVE - STAPC
8 14+70.26 TRAIL CREEKSPENCER 1070875.70 795457.97 5 CURVE - STAPI
8 14+78.78 TRAIL CREEKSPENCER 1070867.49 795460.33 5 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
70CITY OF ST. PETERS
BRM-7305(610)
FEDERAL PROJECT NO.
WILLOTT ROAD BRIDGE
STA
TE O
F MSSOUR
I
I
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PR
OFE
SS
ONAL ENG
NE
ER
I
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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
70CITY OF ST. PETERS
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
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....
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
14’x10’ BOX CULVERT
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. 14+52.53 SPENCER
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
STA. 14+00.00 SPENCER
5.20’ RT
CREEK TRAIL
STA. 14+80.00 SPENCER
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
PROPOSED GROUND LINE
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)
PROPOSED GROUND LINE
(BACK OF WALL)
PROPOSED GROUND LINE
...\1330800 Retaining Wall.dgn 2:37:56 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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
..................................................................
....
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
70CITY OF ST. PETERS
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
..................................................................
....
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
OF
70CITY OF ST. PETERS
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 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
SHEET
OF
70CITY OF ST. PETERS
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
..................................................................
....
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
SHEET
OF
70CITY OF ST. PETERS
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
..................................................................
....
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
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
MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEET
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
SHEET
OF
70CITY OF ST. PETERS
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
..................................................................
....
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
SHEET
OF
70CITY OF ST. PETERS
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
..................................................................
....
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
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
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
70CITY OF ST. PETERS
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
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
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
70CITY OF ST. PETERS
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
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
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
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
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
ST. PETERS CONDOS HOME ASSOCIATION
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
70CITY OF ST. PETERS
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
ST. PETERS CONDOS HOME ASSOCIATION
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
EX PREFORMED PULL BOX
TBR
EX PREFORMED PULL BOX
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
70CITY OF ST. PETERS
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
70CITY OF ST. PETERS
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
70CITY OF ST. PETERS
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
WILLOTT ROAD WITH DEL RAY DRIVE
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
ILLUMINATED MAST ARM SIGN
ILLUMINATED MAST ARM SIGN
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
TYPE CL - LED LUMINAIRE
TYPE CL - LED LUMINAIRE
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
70CITY OF ST. PETERS
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
WILLOTT ROAD WITH DEL RAY DRIVE
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
70CITY OF ST. PETERS
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
WILLOTT ROAD WITH DEL RAY DRIVE
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
70CITY OF ST. PETERS
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
WILLOTT ROAD WITH DEL RAY DRIVE
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
70CITY OF ST. PETERS
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
...\1330800_XS_sheets_Willott.dgn 2:38:21 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
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)
...\1330800_XS_sheets_Willott.dgn 2:38:21 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
NOTES: EXACT THICKNESS OF EXISTING PAVEMENT5’
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)
...\1330800_XS_sheets_Willott.dgn 2:38:21 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
NOTES: EXACT THICKNESS OF EXISTING PAVEMENT5’
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
70CITY OF ST. PETERS
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
MATCH EXISTING SLOPE
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
NOTES: EXACT THICKNESS OF EXISTING PAVEMENT
...\1330800_XS_sheets_Boca.dgn 2:38:24 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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
MATCH EXISTING SLOPE
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
MATCH EXISTING SLOPE
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
MATCH EXISTING SLOPE
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
NOTES: EXACT THICKNESS OF EXISTING PAVEMENT5’
...\1330800_XS_sheets_Boca.dgn 2:38:24 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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
MATCH EXISTING SLOPE
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
NOTES: EXACT THICKNESS OF EXISTING PAVEMENT5’
...\1330800_XS_sheets_Boca.dgn 2:38:25 PM 3/9/2015
SHEET
OF
70CITY OF ST. PETERS
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
MATCH EXISTING SLOPE
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
MATCH EXISTING SLOPE
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.
UTILITY LOCATIONS ARE NOT SHOWN ON
APPROXIMATION ONLY.
IS NOT KNOWN AND IS SHOWN AS AN
NOTES: EXACT THICKNESS OF EXISTING PAVEMENT5’
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